HomeMy WebLinkAbout23679 RESOLUTION NO. 23679
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
PALM SPRINGS, CALIFORNIA, DENYING THE APPEAL
BY ADVOCATES FOR BETTER COMMUNITY
DEVELOPMENT AND UPHOLDING THE DECISION OF
THE PLANNING COMMISSION TO APPROVE A MAJOR
ARCHITECTURAL APPLICATION FOR THE
CONSTRUCTION OF A TWO-STORY COMMERCIAL
BUILDING AT THE SOUTHWEST CORNER OF ANDREAS
ROAD AND PALM CANYON DRIVE (CASE NO. 3.3606
MAJ).
WHEREAS, Advocates for Better Community Design (ABCD) ("Appellant") filed
an appeal, pursuant to Chapter 2.05 of the Municipal Code, of the Planning
Commission's September 10, 2014 decision to approve Case 3.3606 MAJ for the
construction of a two-story commercial building totaling roughly 31,800-square feet in
size at the southwest corner of Andreas Road and North Palm Canyon Drive, which is
identified as Block "B" in the Museum Market Plaza Specific Plan, Zone CBD; and
WHEREAS, Palm Springs Promenade, LLC, ("Applicant") filed a Major
Architectural application (Case 3.3606 MAJ) with the City, pursuant to the Museum
Market Specific Plan and Section 94.04.00 of the Zoning Code, to allow the
redevelopment of portions of the Desert Fashion Plaza, specifically Block B as it relates
to this resolution of the Museum Market Plaza Specific Plan located at the northwest
corner of N. Palm Canyon Drive and "New Main Street", (APN's: 513-560-025, -010 and
-021), Section 15/R4/T4; and
WHEREAS, on December 2, 2009, the City Council made findings, adopted a
Mitigation Monitoring and Reporting Program, adopted a Statement of Overriding
Considerations, and certified the Museum Market Specific Plan Environmental Impact
Report ("Specific Plan EIR") and adopted Ordinance 1764, thereby approving the
Museum Market Plaza Specific Plan which covers the design guidelines and
development standards for the Specific Plan area; and
WHEREAS, on September 29, 2011, the City and Palm Springs Promenade,
LLC, entered into a Project Financing Agreement applicable to the financing,
development, redevelopment, creation and refurbishment of public and private
improvements in downtown Palm Springs within the Specific Plan area (the
"Agreement") which included, among other things, a Site Plan and Project Description
depicting the proposed improvements; and
WHEREAS, on October 17, 2012, the City Council approved Amendment No. 2
to the Project Financing Agreement between the City and Palm Springs Promenade,
LLC (the "Amendment") which included an Updated Site Plan and "Updates to Project
Description," reflecting modifications to the proposed improvements originally approved
Resolution No. 23679
Page 2
in the Agreement, and that amended and superseded the original Site Plan and Project
Description, respectively, in the Agreement; and
WHEREAS, on October 17, 2012 the City Council also conducted a conformity
review of the project described in the Amendment, as allowed by the Museum Market
Specific Plan, and concluded that the project described in the Amendment conformed to
the policies and objectives of the Specific Plan; and
WHEREAS, in support of its actions on October 17, 2012, the City Council
adopted an Addendum to the Specific Plan EIR pursuant to the California
Environmental Quality Act ("CEQA"), finding that the proposed project described in the
Amendment was within the scope of the Specific Plan EIR, and, based on the Specific
Plan EIR and Addendum, that no further environmental review was required. (Public
Resources Code § 21166; California Code of Regulations, Title 14, §§ 15162, 15164);
and
WHEREAS, on December 19, 2012, the City Council reviewed an architectural
application for the development of Block B with two two-story buildings, determined said
application implemented the project approved by City Council for CEQA purposes on
October 17, 2012; and approved said application by Resolution No. 23268; and
WHEREAS, on September 4, 2014, Palm Springs Promenade, LLC submitted a
revised architectural application (Case 3.3606-MAJ) for the construction of a two-story
retail commercial building on the easterly half of Block B located at the southwest corner
of Andreas Road and North Palm Canyon Drive; and
WHEREAS, the revised architectural application (Case No. 3.3606-MAJ)
implements a portion of the project approved by the City Council for CEQA purposes on
October 17, 2012; and
WHEREAS, on September 8, 2014, the Architectural Advisory Committee (AAC)
reviewed the proposed project and unanimously recommended approval as submitted;
and
WHEREAS, on September 10, 2014, the Planning Commission reviewed revised
Case No. 3.3606-MAJ in accordance with applicable law, accepted public comments on
the item, considered all evidence presented and unanimously approved the proposed
two-story building by Resolution No. 6436; and
WHEREAS, on September 22, 2014, ABCD filed the appeal in accordance with
Chapter 2.05 of the PSMC; and
WHEREAS, the City Council has carefully reviewed and considered all of the
evidence presented in connection with the hearing on the project, including but not
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limited to the project description and exhibits, the staff report and memoranda, and
written and oral testimony presented at the meetings.
THE CITY COUNCIL OF THE CITY OF PALM SPRINGS DOES HEREBY
RESOLVE AS FOLLOWS:
SECTION 1. The City Council's approval of Major Architectural Application (Case
No. 3.3606-MAJ) is within the scope of the Specific Plan EIR, as supplemented by the
Addendum adopted on October 17, 2012, and none of the circumstances triggering
further environmental review have occurred since the adoption of the Addendum: (i)
there are no substantial changes in the project requiring major revisions of the Specific
Plan EIR and Addendum due to the involvement of new significant environmental
effects or a substantial increase in the severity of previously identified significant effects;
(ii) there are no substantial changes with respect to the circumstances under which the
project is being undertaken which will require major revisions of the Specific Plan EIR
and Addendum due to the involvement of new significant environmental effects or a
substantial increase in the severity of previously identified effects; and (iii) there is no
new information of substantial importance, which was not known and could not have
been known with the exercise of reasonable diligence at the time the Specific Plan EIR
and Addendum was certified showing that: (a) the project will have one or more
significant effects not discussed in the Specific Plan EIR and Addendum; (b) significant
effects previously examined will be substantially more severe than shown in the Specific
Plan EIR and Addendum; (c) mitigation measures or alternatives previously found not
feasible would in fact be feasible, and would substantially reduce one or more
significant effects of the project, but the mitigation measures or alternatives have not
been adopted; or (d) mitigation measures or alternatives considerably different from
those analyzed in the Specific Plan EIR and Addendum would substantially reduce one
or more significant effects on the environment, but the mitigation measures or
alternatives have not been adopted. No further environmental review is required (Public
Resources Code § 21166; California Code of Regulations § 15162.)
SECTION 2. The Palm Springs Zoning Code Section 94.04.00(D) provides
guidelines for the architectural review of development projects, with conformance
evaluated based on the following guidelines:
1. Site layout, orientation, location of structures and relationship to
one another and to open spaces and topography. Definition of pedestrian
and vehicular areas, i.e., sidewalks as distinct from parking lot areas,-
The project proposes a new two-story building with pedestrian
circulation around entire building. Pedestrian pathways will be separated
from vehicular streets with curbs and landscape treatment. Pavers,
landscaping and sidewalk furniture will provide an enhanced experience
on the site. Sidewalks and other walkways are provided to accommodate
the change in topography across the site.
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2. Harmonious relationship with existing and proposed adjoining
developments and in the context of the immediate
neighborhood/community, avoiding both excessive variety and
monotonous repetition, but allowing similarity of style, if warranted;
The proposed structure will be lower than both buildings across
streets to the north and south. The varying structure height from 26 to 37
feet is generally consistent with other structures in the downtown vicinity.
The proposed architecture is of a contemporary style consistent with
surrounding development, but introduces design elements, colors and
materials of a higher quality than the existing development in the vicinity.
The selection of design elements differs from those of the adjacent blocks
within the Museum Market Plaza Specific Plan area, yet they contribute to
the overall identity of an up-scale contemporary center.
3. Maximum height, area, setbacks and overall mass, as well as
parts of any structure (buildings, walls, screens, towers or signs) and
effective concealment of all mechanical equipment;
The proposed building's overall height will be thirty-seven (37) feet,
consistent with the standards of the Specific Plan. The building has a
recessed second floor and varying floating roof plans along the street
frontage. Mechanical equipment will be contained within an equipment
well below the roofline.
4. Building design, materials and colors to be sympathetic with
desert surroundings;
The building architecture is contemporary in style, with a color and
material palette that introduces muted desert colors, with limited use of.
accent colors via metal, composite wood and glass.
5. Harmony of materials, colors and composition of those elements
of a structure, including overhangs, roofs, and substructures which are
visible simultaneously;
The building architecture is contemporary in style, with a color and
material palette that introduces muted desert colors, with limited use of
accent colors via metal, composite wood and glass. Covered walkways
for outdoor seating, pedestrian circulation and solar control are integrated
into the building design.
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6. Consistency of composition and treatment;
The building design uses forms and treatments across each tenant
elevations in a consistent and well composed manner. The contemporary
elements and planes are used around all sides of the building.
7. Location and type of planting, with regard for desert climate
conditions. Preservation of specimen and landmark trees upon a site, with
proper irrigation to insure maintenance of all plant materials;
Landscape plans have not been submitted at this time. Required
review at a later is incorporated into the attached conditions of approval.
8. Signs and graphics, as understood in architectural design
including materials and colors,
A sign program not been submitted to evaluate against this
guideline and recommendations for further review are incorporated into
the attached conditions of approval.
9. The planning architectural advisory committee may develop
specific written guidelines to supplement the design criteria and carry out
the purposes of this chapter.
The Architectural Advisory Committee provided preliminary
comments regarding retail fagade design, shading and streetscape
design.
SECTION 3. The City Council finds and determines that Case No. 3.3606-MAJ
does hereby conform to the goals and objectives ("guiding principles") of the Specific
Plan as follows:
1. The highest quality development which provides an exciting
and safe living, working and shopping experience for all.
The project is designed to fit within the approved grid of public and
private streets that allows for safe pedestrian and vehicular access to the
shopping, dining, lodging and entertainment facilities planned for the
overall Specific Plan. The proposed project has pedestrian circulation
around the entire building, allowing for safe pedestrian access. The
project provides space for retail, creating shopping areas within the
Specific Plan area. The design of the proposed project is contemporary,
consistent with surrounding development, but introduces design elements
and materials of a higher quality.
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2. The creation of a pedestrian and vehicular connection from the
Palm Springs Art Museum through Palm Canyon and Indian Canyon
Drives to the Resort/Convention Center District.
The pedestrian and vehicular connection to the Museum was
created with the approval of the project's tentative map in December,
2012. The proposed project fits within the street pattern established by
that map, and therefore respects the planned connections to the Museum.
3. The development of retail commercial development which
successfully mixes national and regional chain stores with local
businesses, focused on the major roadways which bound the site,
including North Palm Canyon, Indian Canyon, Tahquitz Canyon and
Belardo.
The proposed project introduces significant new retail opportunities
directly on Palm Canyon Drive, which will provide desirable space for
national, regional and local businesses on the City's prime commercial
street. The proposed project also provides commercial exposure
internally within the project, along Andreas Road (new).
4. A balance of commercial and residential development which
assures the success of the area by increasing the number of homes in the
downtown, thereby increasing the customer base of the commercial uses.
No residential development is proposed as part of the Case No.
3.3606-MAJ, but rather, it proposes commercial uses along Palm Canyon
Drive, a necessary part of the overall land use mix within the Specific Plan
area. The balance of commercial and residential uses will be best served
by the commercial uses being located along Palm Canyon Drive as shown
in the current application. The commercial uses within the proposed
project will also serve visitors staying in the approved hotel on Block C.
5. The development of residential units which related
synergistically to the commercial development around them, and
encourage a pedestrian lifestyle with little use for the automobile.
The proposed project is ideally suited to provide commercial
development within walking distance of the approved hotel on Block C,
and the future residential units anticipated on the western portions of the
Specific Plan area. The proposed project is surrounding by sidewalk
access on all sides, allowing for maximum pedestrian access.
6. The development of additional resort hotels which provide
luxury accommodations and increase the visitors to the City's downtown.
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A resort hotel has been approved for Block C of the Specific Plan
area. The success of that hotel, and any others to be built in the area,
depend on providing a viable mix of commercial, retail and entertainment
opportunities within the downtown area. The proposed project provides
those commercial/retail opportunities within walking distance of the Block
C hotel, thereby contributing to the positive synergy of the overall Specific
Plan.
SECTION 4. Pursuant to Municipal Code Section 2.05.030, the appellant's
submitted a written notice of appeal. The appellant's assertions and a response are
found below:
Point 1: "The agenda lists these items under New Business,
meaning that the items would not be open for public comment."
Response 1: All items on the Planning Commission agenda are
available for public inspection and comment. Any individual wishing to
speak on an agenda item is able to do so during the Public Comment
portion of the meeting. Furthermore, during the review of this specific item
on September 10th, the Planning Commission allowed public comment.
Point 2: "According to the Museum Market Plaza Specific Plan,
once the Planning Department finds the Major Architectural Application is
complete, the Architectural Advisory committee must hold a hearing within
30 days, followed by a public meeting'by the Planning Commission within
45 days. `The Commission, upon closing the public hearing,' can request
changes to the application and continue the matter, or approve the project,
or deny the project. Actions of the Planning Commission are final unless
appealed to the City Council. Specific Plan, V-2. Thus, according to the
Specific Plan, the Planning Commission must convene a public hearing to
consider any Major Architectural Application."
Response 2: When reviewing a Major Architectural application
within the Specific Plan area, Section V requires, "a meeting [emphasis
added]...by the Architectural Advisory Committee, and a public meeting
[emphasis added]...before the Planning Commission." In accordance with
this procedure, staff scheduled the project for review by the Architectural
Advisory Committee (AAC) and Planning Commission on September 8th
and 10th, respectively. Both meetings were public meetings where
members of the public were afforded the opportunity to speak on the
application.
The Specific Plan continues, "Such review shall include any
evaluation required under the California Environmental Quality Act
(CEQA). The Commission, upon closing the public hearing, shall (1)
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request changes to the application and continue the matter; or (2) approve
the project, including the addition or modification of project conditions; or
(3) deny the project." In the instance where a Major Architectural
application is subject to discretionary action under CEQA, a public hearing
would be required and the Commission would "close the public hearing."
However, since the project had previously been evaluated under CEQA,
including the Specific Plan EIR and subsequent evaluations and
addendums, it was determined that no further environmental review was
required for this project. Therefore, no public hearing was held, nor
required, by the Commission.
Notwithstanding the above, the Architectural Advisory Committee
and Planning Commission opened public comments during their review of
the item. Upon closing public comments, the Commission approved the
project, subject to conditions, in accordance with the proper procedures
outlined in the Specific Plan.
Point 3: "Another problem with the City's handling of these items is
that the Staff Report and agenda do not include the applicant's proposed
development plans."
The City posted and distributed the agenda and staff report in
compliance with local and state laws. Distribution of project plans is not
required at the time of positing of an agenda. The development plans
were available for public review and inspection at both the AAC and
Planning Commission meetings.
NOW, THEREFORE, BE IT RESOLVED that, based upon the foregoing, the City
Council hereby denies the appeal and upholds the decision of the Planning Commission
to approve the revised Major Architectural Application, Case No. 3.3606 MAJ, for the
redevelopment of a portion of the existing Desert Fashion Plaza with a two-story retail
commercial building on the easterly portion of Block B of the Museum Market Plaza
Specific Plan located at the southwest corner of N. Palm Canyon Drive and Andreas
Road (new extension), subject to those conditions set forth in Exhibit A, attached hereto
and made a part of this resolution.
ADOPTED THIS 15T" DAY OF OCTOBER, 2014.
David H. Ready, C ager
ATTEST:
mes Thompson, City Clerk
Resolution No. 23679
Page 9
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF PALM SPRINGS )
I, JAMES THOMPSON, City Clerk of the City of Palm Springs, hereby certify that
Resolution No. 23679 is a full, true and correct copy, and was duly adopted at a regular
meeting of the City Council of the City of Palm Springs on the 15th day of October, 2014,
by the following vote:
AYES: Councilmember Foat, Councilmember Lewin, Councilmember Mills,
Mayor Pro Tern Hutcheson, and Mayor Pougnet.
NOES: None.
ABSENT: None.
ABSTAIN: None.
�mes Thompson, City Clerk
City of Palm Springs, Californiap�d.}120+
Resolution No. 23679
Page 10
EXHIBIT A
Case 3.3606 MAJ
Downtown Palm Springs / Block B
October 15, 2014
CONDITIONS OF APPROVAL
Before final acceptance of the project, all conditions listed below shall be completed to
the satisfaction of the City Engineer, the Director of Planning Services, the Director of
Building and Safety, the Chief of Police, the Fire Chief or their designee, depending on
which department recommended the condition.
Any agreements, easements or covenants required to be entered into shall be in a form
approved by the City Attorney.
PROJECT CONDITIONS
1. Building B-1 shall be submitted and reviewed under separate application.
2. Review by the AAC and Planning Commission of conceptual landscape plan at time
of 25% design development stage review, with AAC review of detailed plans to
follow.
3. Review by the AAC of exterior elevations for all individual tenancies.
4. Review by the AAC and Planning Commission of landscape, lighting and hardscape
plans, including all street furniture, subject to the following
a. Use a variety of plant materials in landscape palette.
5. Review by the AAC and Planning Commission of street paving plans, and traffic
movement patterns.
6. Submission and review by AAC and Planning Commission of a sign program for
Block B.
7. The applicant shall submit for review by the AAC and Planning Commission a unified
landscape plan for the entire project consistent with the Project Financing
Agreement, including the following elements:
a. Preliminary Landscape Development Plan: The applicant shall indicate, on
a separate site plan or incorporated into the colored site plan, the basic
landscape concepts for the project. This should include tree and shrub
grouping, groundcover areas, flatwork concepts, significant grading
Resolution No. 23679
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concepts and a written statement of the landscape development concept
for the project.
b. Project Master Streetscape Plan
i. Establishment of a basic design theme for street furniture and
similar hardscape elements
ii. Proposed location of hardscape elements including planters,
fountains, retaining walls, others
iii. Proposed location of street fumiture including benches, trash
receptacles, bus stops, bicycle racks
iv. Proposed thematic plantings
v. Proposed street signage and way finding
vi. Transitions to existing improvements
vii. Locations for public art
viii. Plans for temporary and permanent preservation of the Palm
Springs Walk of Fame
ix. Plans for temporary pedestrian routes during construction
c. Master Pedestrian Paseo Plan. The project proposes a pedestrian
promenade from the Hilton Hotel to the new public square at the corner of
Tahquitz and North Palm Canyon. The promenade includes four elements
from north to south:
i. The connection from the Hyatt Hotel through Building "A"
ii. Market street between Building "b" and "B-1"
iii. Pedestrian Plaza from New Main Street and to the new public
square at the comer of Tahquitz and North Palm Canyon
8. As part of the Landscape Plan, the applicant shall prepare a master plan for this
promenade element including the following elements.
i. Establishing a unified "brand" for the four elements of the Paseo to
encourage pedestrians to follow the entire Paseo.
ii. proposed location of hardscape elements including planters, fountains,
retaining walls
iii. Proposed location of street furniture including benches, trash receptacles,
bus stops, bicycle racks
iv. Proposed thematic plantings
v. Proposed Paseo signage and way finding
vi. Locations for public art
vii. Easements required to ensure public access along the Paseo, including
through Building A.
viii. Operational Plan for Market Street, including timing and procedures for
opening and closure of the street to vehicles
ix. Establishing of a minimum clear width for the Paseo between New Main
Street and Tahquitz in this segment.
x. Considerations for bicycle usage on the Paseo segment between New
Main Street and Tahquitz.
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xi. Establishing guidelines for business encroachment (i.e., outdoor dining)
into Market Street and the pedestrian connection from New Main Street to
Tahquitz.
xii. Master Plan for the Public Square at Tahquitz and North Palm Canyon
9. The landscape plans for the buildings in Block B shall be consistent with the
approved Master Landscape plan.
10. Applicant shall provide shading and cooling plan and return to the Planning
Commission for review.
11. Applicant shall provide energy conservation plan and return to the Planning
Commission for review.
12. Spandrel glass above storefront shall not be backlit.
ADMINISTRATIVE CONDITIONS
ADM 1. Project Description. This approval is for the project described per Case 3.3606
— MAJ, except as modified by the conditions below.
ADM 2. Reference Documents. The site shall be developed and maintained in
accordance with the approved plans, including site plans, architectural elevations,
exterior materials and colors, landscaping, and grading on file in the Planning Division,
except as modified by the conditions below.
ADM 3. Conform to all Codes and Regulations. The project shall conform to the
conditions contained herein, all applicable regulations of the Palm Springs Zoning
Ordinance, Municipal Code, and any other City County, State and Federal Codes,
ordinances, resolutions and laws that may apply.
ADM 4. Minor Deviations. The Director of Planning or designee may approve minor
deviations to the project description and approved plans in accordance with the
provisions of the Palm Springs Zoning Code.
ADM 5. Indemnification. The owner shall defend, indemnify, and hold harmless the City
of Palm Springs, its agents, officers, and employees from any claim, action, or
proceeding against the City of Palm Springs or its agents, officers or employees to
attach,. set aside, void or annul, an approval of the City of Palm Springs, its legislative
body, advisory agencies, or administrative officers concerning Case 3.3606-MAJ. The
City of Palm Springs will promptly notify the applicant of any such claim, action, or
proceeding against the City of Palm Springs and the applicant will either undertake
defense of the matter and pay the City's associated legal costs or will advance funds to
pay for defense of the matter by the City Attorney. If the City of Palm Springs fails to
promptly notify the applicant of any such claim, action or proceeding or fails to
cooperate fully in the defense, the applicant shall not, thereafter, be responsible to
Resolution No. 23679
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defend, indemnify, or hold harmless the City of Palm Springs. Notwithstanding the
foregoing, the City retains 'the right to settle or abandon the matter without the
applicant's consent but should it do so, the City shall waive the indemnification herein,
except, the City's decision to settle or abandon a matter following an adverse judgment
or failure to appeal, shall not cause a waiver of the indemnification rights herein.
ADM 6. Maintenance and Repair. The property owner(s) and successors and assignees
in interest shall maintain and repair the improvements including and without limitation all
structures, sidewalks, bikeways, parking areas, landscape, irrigation, lighting, signs,
walls, and fences between the curb and property line, including sidewalk or bikeway
easement areas that extend onto private property, in a first class condition, free from
waste and debris, and in accordance with all applicable law, rules, ordinances and
regulations of all federal, state, and local bodies and agencies having jurisdiction at the
property owner's sole expense. This condition shall be included in the recorded
covenant agreement for the properly if required by the City.
ADM 7. Time Limit on Approval. Approval of the Major Architectural Application (MAJ)
shall be valid for a period of two (2) years from the effective date of the approval.
Extensions of time may be granted by the Planning Commission upon demonstration of
good cause.
ADM 8. Right to Appeal. Decisions of an administrative officer or agency of the City of
Palm Springs may be appealed in accordance with Municipal Code Chapter 2.05.00.
Permits will not be issued until the appeal period has concluded.
ADM 9. Public Art Fees. This project shall be subject to Chapters 2.24 and 3.37 of the
Municipal Code regarding public art. The project shall either provide public art or
payment of an in lieu fee. In the case of the in-lieu fee, the fee shall be based upon the
total building permit valuation as calculated pursuant to the valuation table in the
Uniform Building Code, the fee being ''/z% for commercial projects or ''/a% for residential
projects with first $100,000 of total building permit valuation for individual single-family
units exempt. Should the public art be located on the project site, said location shall be
reviewed and approved by the Director of Planning and Zoning and the Public Arts
Commission, and the property owner shall enter into a recorded agreement to maintain
the art work and protect the public rights of access and viewing.
ADM 10. Comply with City Noise Ordinance. This use shall comply with the provisions
of Section 11.74 Noise Ordinance of the Palm Springs Municipal Code.
ENVIRONMENTAL ASSESSMENT CONDITIONS
ENV 1 Coachella Valley Multiple-Species Habitat Conservation Plan (CVMSHCP) Local
Development Permit Fee (LDMF) required. All projects within the City of Palm Springs
are subject to payment of the CVMSHCP LDMF prior to the issuance of certificate of
occupancy.
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PLANNING DEPARTMENT CONDITIONS
PLN 1. Water Efficient Landscaping Conformance. The project is subject to the Water
Efficient Landscape Ordinance (Chapter 8.60.00) of the Palm Springs Municipal Code
and all other water efficient landscape ordinances. The applicant shall submit a
landscape and irrigation plan to the Director of Planning or designee for review and
approval prior to the issuance of a building permit. Landscape plans shall be wet
stamped and approved by the Riverside County Agricultural Commissioner's Office prior
to submittal. Prior to submittal to the City, landscape plans shall also be certified by the
local water agency that they are in conformance with the water agency's and the State's
Water Efficient Landscape Ordinances.
PLN 2. Sign Applications Required. No signs are approved by this action. Separate
approval and permits shall be required for all signs in accordance with Zoning
Ordinance Section 93.20.00.
PLN 3. Flat Roof Requirements. Roof materials on flat roofs must conform to California
Title 24 thermal standards for "Cool Roofs". Such roofs must have a minimum initial
thermal emittance of 0.75 and minimum initial solar reflectance of 0.70. Only matte
(non-specular) roofing is allowed in colors such as beige or tan.
PLN 4. Screen Roof-mounted Equipment. All roof mounted mechanical equipment shall
be screened per the requirements of Section 93.03.00 of the Zoning Ordinance.
PLN 5. Surface Mounted Downspouts Prohibited. No exterior downspouts shall be
permitted on any facade on the proposed building(s) that are visible from adjacent
streets or residential and commercial areas.
PLN 6. Exterior Alarms & Audio Systems. No sirens, outside paging or any type of
signalization will be permitted, except approved alarm systems.
PLN 7. Outside Storage Prohibited. No outside storage of any kind shall be permitted
except as approved as a part of the proposed plan.
POLICE DEPARTMENT CONDITIONS
POL 1. Developer shall comply with Section II of Chapter 8.04 "Building Security
Codes" of the Palm Springs Municipal Code.
BUILDING DEPARTMENT CONDITIONS
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BLD 1 . Prior to any construction on-site, all appropriate permits must be secured.
ENGINEERING DEPARTMENT CONDITIONS
The Engineering Division recommends that if this application is approved, such approval is
subject to the following conditions being completed in compliance with City standards and
ordinances.
Before final acceptance of the project, all conditions listed below shall be completed to the
satisfaction of the City Engineer.
STREETS
ENG 1. Any improvements within the public right-of-way require a City of Palm
Springs Encroachment Permit.
ENG 2. Submit street improvement plans prepared by a registered California civil
engineer to the Engineering Division. The plan(s) shall be approved by the
City Engineer prior to issuance of any building permits.
ENG 3. The public street improvements outlined in these conditions of approval are
intended to convey to the applicant an accurate scope of required
improvements, however, the City Engineer reserves the right to require
reasonable additional improvements as may be determined in the course of
the review and approval of street improvement plans required by these
conditions.
ENG 4. All proposed decorative pavement shall vary from location to location, but
shall be the same type as approved by the City Engineer.
N. PALM CANYON DRIVE: ALL BLOCKS
ENG 5. Dedicate public utility easements for utilities located under the existing
sidewalk in areas for which public right-of-way has been abandoned by Parcel
Map No. 36446 or by separate instrument.
ENG 6. Dedicate a minimum sidewalk easement of 8 feet (or as needed to match
existing sidewalk) for those portions of sidewalk located outside of the public
right-of-way after abandonment of right-of-way on N. Palm Canyon Drive. Any
existing underground utilities under the existing sidewalk shall not be
relocated in conjunction with this project.
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ENG 7. Remove sidewalk along the entire project frontage on Palm Canyon Drive
except for the sidewalk composed of city-owned pavers adjacent to the edge
of pavement.
ENG 8. All broken or off grade street improvements shall be repaired or replaced.
PALM CANYON DRIVE: BLOCK A— Phase 1 AND BLOCK B — Phase 1
ENG 9. There shall be no vehicular access between Block A or Block B and Palm
Canyon Drive, Andreas Road, or Belardo Road (Lot "C"). There will be
vehicular access between Block A — Phase 1 or Block B — Phase 1 and New
Main Street (Lot "A") and Market Street (a private alleyway easement).
ENG 10. Remove existing street improvements as necessary to construct the
intersection of Palm Canyon Drive and Andreas Road. Construct a 25 feet
radius curb return at the northwest and southwest comers of the intersection
of Palm Canyon Drive and Andreas Road, in accordance with City of Palm
Springs Standard Drawing No. 200 and 206.
ENG 11. Construct two (2) Type A curb ramps meeting current California State
Accessibility standards at the northwest corner and one (1) Type A curb ramp
at the southwest corner of the intersection of Palm Canyon Drive and
Andreas Road in accordance with City of Palm Springs Standard Drawing No.
212.
PALM CANYON DRIVE: BLOCK B —Phase 1
ENG 12. Remove existing street improvements as necessary to construct the intersection
of Palm Canyon Drive and New Main Street (Lot "A"). Construct a 25 feet radius
curb return at the northwest and southwest corners of the intersection of Palm
Canyon Drive and New Main Street, in accordance with City of Palm Springs
Standard Drawing No. 200 and 206.
ENG 13. Construct a Type A curb ramp meeting current California State Accessibility
standards at the northwest and southwest corners of the intersection of
Palm Canyon Drive and New Main Street (Lot "A"), in accordance with City of
Palm Springs Standard Drawing No. 212.
ANDREAS ROAD (LOT "D"): BLOCK A — Phase 1 AND BLOCK B — Phase 1
ENG 14. Dedicate full street right-of-way width of 41 feet as shown on the approved
version of the site plan for Tentative Parcel Map No. 36446, together with
property line - corner cut-backs at the intersection of Andreas Road (Lot "D")
and Palm Canyon Drive Road, as required by the City Engineer.
Resolution No. 23679
Page 17
ENG 15. Dedicate a minimum sidewalk easement of 8 feet (or as needed to match
proposed sidewalk) for those portions of sidewalk located outside of the
public right-of-way.
ENG 16. Andreas Road shall have one eastbound and one westbound lane, as well as
parallel parking on each side of Andreas Road (except at curb returns).
ENG 17. Construct 6 inch curb along the north side of Andreas Road (Lot "D") as
shown on the approved site plan for Tentative Parcel Map 36446 in
accordance with City of Palm Springs Standard Drawing No. 200 and 206.
ENG 18. Zero curb face ribbon gutter shall be constructed on the south side of
Andreas Road adjacent to Block B — Phase 1 in conjunction with the
Downtown Palm Springs project.
ENG 19. Zero curb face ribbon gutter shall be constructed on the north side of Andreas
Road across from the intersection of Market Street, in conjunction with the
Downtown Palm Springs project. Bollards shall be placed along this location
to protect the public and buildings from accidental vehicular contact in Block A
— Phase 1. All bollards shall be maintained by the developer.
ENG 20. Construct sidewalk ranging in width from 8 feet to 15 feet wide along both
sides of Andreas Road (Lot "D") as shown on approved improvement plans,
in accordance with City of Palm Springs Standard Drawing No. 210 and the
Museum Market Plaza Specific Plan.
ENG 21. Construct pavement with a minimum pavement section of 3 inches asphalt
concrete pavement over 6 inches crushed miscellaneous base with a
minimum subgrade of 24 inches at 95% relative compaction, or equal,
between the edges of proposed gutters on each side of the street along the
entire Andreas Road frontage in accordance with City of Palm Springs
Standard Drawing No. 110 and the Museum Market Plaza Specific Plan. If an
alternative pavement section is proposed, the proposed pavement section
shall be designed by a California registered Geotechnical Engineer using "R"
values from the project site and submitted to the City Engineer for approval.
ENG 22. The intersection of Andreas Road with Palm Canyon Drive and with Market
Street (private alleyway) shall be constructed with enhanced or decorative
paving.
NEW MAIN STREET (LOT "A"): BLOCK B — Phase 1
ENG 23. Dedicate full street right-of-way width of 41 feet as shown on the approved
version of the site plan for Tentative Parcel Map No. 36446, together with a
property line - corner cut-backs at the northwest and southwest corners of the
Resolution No. 23679
Page 18
intersection of New Main Street (Lot "A") and existing Palm Canyon Drive, as
required by the City Engineer).
ENG 24. Dedicate a minimum sidewalk easement of 8 feet (or as needed to match
proposed sidewalk) for those portions of sidewalk located outside of the public
right-of-way.
ENG 25. New Main Street (Lot "A") shall have one eastbound and one westbound lane, as
well as parking on both sides of New Main Street (except at curb returns and
curb pop-outs)to the Market Street northwest curb.
ENG 26. Remove street improvements as necessary to construct a 25 feet radius curb
return at the northwest and southwest comers of the intersection of New Main
Street (Lot "A") in Block B — Phase 1, with existing Palm Canyon Drive, in
accordance with City of Palm Springs Standard Drawing No. 200 and 206.
ENG 27. Zero curb face curb shall be constructed on the south side of New Main Street
from Palm Canyon Drive to west side of Market Street in conjunction with the
Downtown Palm Springs project.
ENG 28. Construct sidewalk ranging in width from 8 feet to 15 feet wide along both sides
of New Main Street (Lot "A") as shown on approved improvement plans, in
accordance with City of Palm Springs Standard Drawing No. 210 and the
Museum Market Plaza Specific Plan.
ENG 29. Construct a Type A curb ramp meeting current California State Accessibility
standards at the northwest and southwest corners of the intersection of New
Main Street (Lot "A") in Block C- Phase 1, with existing Palm Canyon Drive, in
accordance with City of Palm Springs Standard Drawing No. 212.
ENG 30. Construct a curb ramp meeting current California State Accessibility standards at
the proposed entry into Block B- Phase1.
ENG 31. Construct pavement with a minimum pavement section of 3 inches asphalt
concrete pavement over 6 inches crushed miscellaneous base with a minimum
subgrade of 24 inches at 95% relative compaction, or equal, between the edges
of proposed gutters on each side of the street along the New Main Street (Lot
"A"), in accordance with City of Palm Springs Standard Drawing No. 110 and the
Museum Market Plaza Specific Plan. If an alternative pavement section is
proposed, the proposed pavement section shall be designed by a California
registered Geotechnical Engineer using "R" values from the project site and
submitted to the City Engineer for approval.
ENG 32. The intersection of New Main Street (Lot "A) with Palm Canyon Drive shall be
constructed with enhanced or decorative paving.
Resolution No. 23679
Page 19
MARKET STREET (PRIVATE ALLEYWAY EASEMENT BETWEEN BLOCK B — Phase
1 AND BLOCK B- Phase 2)
ENG 33. A 30 feet wide private alleyway easement shall be centered on the mutual lot line
of Parcel 1 (Phase 1) and Parcel 2 (Phase 2), between the proposed buildings
located in Block B - Phase 1 and Block B —Phase 2.
ENG 34. No curbs shall be constructed on Market Street in conjunction with the Downtown
Palm Springs project. Bollards shall be placed along the east and west sides of
Market Street to protect the public and buildings from accidental vehicular
contact. All bollards shall be maintained by the developer.
ENG 35. A modified driveway approach shall be constructed at the south end of Market
Street at its intersection with New Main Street (Lot "A").
ENG 36. Deleted.
ENG 37. Construct pavement with a minimum pavement section of 3 inches asphalt
concrete pavement over 6 inches crushed miscellaneous base with a minimum
subgrade of 24 inches at 95% relative compaction, or equal, between the edges
of proposed gutters on each side of the street along the Market Street, in
accordance with City of Palm Springs Standard Drawing No. 110 and the
Museum Market Plaza Specific Plan. If an alternative pavement section is
proposed, the proposed pavement section shall be designed by a California
registered Geotechnical Engineer using "R" values from the project site and
submitted to the City Engineer for approval.
ENG 38. There shall be no on-street parking on the west side of Market Street. Regulatory
Type R26 "No Parking" signs shall be installed along the west side of Market
Street, as necessary to enforce parking restrictions.
SANITARY SEWER
ENG 39. All sanitary facilities shall be connected to the public sewer system. New laterals
shall not be connected at manholes.
ENG 40. All on-site sewer systems (not located in public streets) shall be privately
maintained.
ENG 41. Submit sewer improvement plans prepared by a California registered civil
engineer to the Engineering Division. The plan(s) shall be approved by the City
Engineer prior to issuance of any building permits.
ENG 42. Construct 8 inch V.C.P. sewer mains across the proposed New Main Street (Lot
"A") frontage along Block B — Phase 1 to Belardo Road (Lot B) and from the
Resolution No. 23679
Page 20
intersection of Belardo Road (Lot B) and New Main Street (Lot A) to the
intersection of Tahquitz Canyon Way and Belardo Road (Lot B) located 5 feet
from centerline (or as required by the City Engineer), including a sewer lateral for
future connection of the on-site sewer system to the public sewer, as required by
the City Engineer. The northerly units in Block B shall connect to the existing
sewer main in Palm Canyon Drive where feasible. Block A shall connect to the
existing sewer main in Palm Canyon Drive.
ENG 43. All sewer mains constructed by the developer and to become part of the City
sewer system shall be digitally video recorded by the City prior to acceptance of
the sewer system for maintenance by the City. Any defects of the sewer main
shall be removed, replaced, or repaired to the satisfaction of the City Engineer
prior to acceptance.
ENG 44. Any sewer connection fees shall be paid at the Building Department counter at
time of building permit issuance.
ENG 45. Upon completion of the construction of public sewer lines, an as-built drawing in
digital format shall be provided to the City as required by the City Engineer, if the
sewer was not constructed in accordance with the original approved sewer plans.
GRADING: BLOCK A— Phase 1, BLOCK B - Phase1
ENG 46. Submit a Precise Grading Plan prepared by a California registered Civil engineer
to the Engineering Division for review and approval. The Precise Grading Plan
shall be approved by the City Engineer prior to issuance of grading permit.
a. A Fugitive Dust Control Plan shall be prepared by the applicant and/or its
grading contractor and submitted to the Engineering Division for review and
approval. The applicant and/or its grading contractor shall be required to
comply with Chapter 8.50 of the City of Palm Springs Municipal Code, and
shall be required to utilize one or more "Coachella Valley Best Available
Control Measures" as identified in the Coachella Valley Fugitive Dust Control
Handbook for each fugitive dust source such that the applicable performance
standards are met. The applicant's or its contractor's Fugitive Dust Control
Plan shall be prepared by staff that has completed the South Coast Air
Quality Management District (AQMD) Coachella Valley Fugitive Dust Control
Class. The applicant and/or its grading contractor shall provide the
Engineering Division with current and valid Certificate(s) of Completion from
AQMD for staff that has completed the required training. For information on
attending a Fugitive Dust Control Class and information on the Coachella
Valley Fugitive Dust Control Handbook and related "PM10" Dust Control
issues, please contact AQMD at (909) 396-3752, or at http://www.AQMD.gov.
A Fugitive Dust Control Plan, in conformance with the Coachella Valley
Fugitive Dust Control Handbook, shall be submitted to and approved by the
Engineering Division prior to approval of the Grading plan.
Resolution No. 23679
Page 21
b. The first submittal of the Grading Plan shall include the following information:
a copy of final approved conformed copy of Conditions of Approval; a copy of
a final approved conformed copy of the Site Plan or Tentative Parcel Map No.
36446; a copy of current Title Report; a copy of Soils Report; a copy of the
associated Hydrology Study/Report (one hydrology study for Block A — Phase
land Block B — Phase 1); and a copy of the project-specific Final Water
Quality Management Plan (one WQMP for Block A — Phase 1 and Block B —
Phase 1).
ENG 47. Prior to approval of a Grading Plan (or issuance of a Grading Permit), the
applicant shall obtain written approval to proceed with construction from the Agua
Caliente Band of Cahuilla Indians, Tribal Historic Preservation Officer or Tribal
Archaeologist. The applicant shall contact the Tribal Historic Preservation Officer
or the Tribal Archaeologist at (760) 699-6800, to determine their requirements, if
any, associated with grading or other construction. The applicant is advised to
contact the Tribal Historic Preservation Officer or Tribal Archaeologist as early as
possible. If required, it is the responsibility of the applicant to coordinate
scheduling of Tribal monitors during grading or other construction, and to arrange
payment of any required fees associated with Tribal monitoring.
ENG 48. In accordance with an approved PM-10 Dust Control Plan, temporary dust
control perimeter fencing shall be installed. Fencing shall have screening that is
tan in color or be decorative in nature; green screening will not be allowed.
Temporary dust control perimeter fencing shall be installed after issuance of
Grading Permit, and immediately prior to commencement of grading operations.
ENG 49. Temporary dust control perimeter fence screening shall be appropriately
maintained, as required by the City Engineer. Cuts (vents) made into the
perimeter fence screening shall not be allowed. Perimeter fencing shall be
adequately anchored into the ground to resist wind loading.
ENG 50. Within 10 days of ceasing all construction activity and when construction
activities are not scheduled to occur for at least 30 days, the disturbed areas on-
site shall be permanently stabilized, in accordance with Palm Springs Municipal
Code Section 8.50.022. Following stabilization of all disturbed areas, perimeter
fencing shall be removed, as required by the City Engineer.
ENG 51. A Notice of Intent (NOI) to comply with the California General Construction
Stormwater Permit (Water Quality Order 2009-0009-DWQ as modified
September 2, 2009) is required for the proposed development via the California
Regional Water Quality Control Board online SMARTS system. A copy of the
executed letter issuing a Waste Discharge Identification (WDID) number shall be
provided to the City Engineer prior to issuance of a grading or building permit.
Resolution No. 23679
Page 22
ENG 52. Projects causing soil disturbance of one acre or more, must comply with the
General Permit for Stormwater Discharges Associated with Construction Activity,
and shall prepare and implement a stormwater pollution prevention plan
(SWPPP) for all Blocks of the Downtown Palm Springs project. As of September
4, 2012, all SWPPPs shall include a post-construction management plan
(including Best Management Practices) in accordance with the current
Construction General Permit. Where applicable, the project applicant shall cause
the approved final project-specific Water Quality Management Plan to be
incorporated by reference or attached to the project's SWPPP as the Post-
Construction Management Plan. A copy of the up-to-date SWPPP shall be kept
at the project site and be available for review upon request.
ENG 53. In accordance with City of Palm Springs Municipal Code, Section 8.50.022 (h),
the applicant shall post with the City a cash bond of two thousand dollars
($2,000.00) per disturbed acre at the time of issuance of grading permit for
mitigation measures for erosion/blowsand relating to this property and
development.
ENG 54. A Geotechnical/Soils Report prepared by a California registered Geotechnical
Engineer shall be required for and incorporated as an integral part of the grading
plan for the proposed development. A copy of the Geotechnical/Soils Report
shall be submitted to the Engineering Division with the first submittal of a grading
plan.
ENG 55. The applicant shall provide all necessary geotechnical/soils inspections and
testing in accordance with the Geotechnical/Soils Report prepared for the
project. All backfill, compaction, and other earthwork shown on the approved
grading plan shall be certified by a California registered geotechnical or civil
engineer, certifying that all grading was performed in accordance with the
Geotechnical/Soils Report prepared for the project. Documentation of all
compaction and other soils testing are to be provided. No certificate of
occupancy will be issued until the required certification is provided to the City
Engineer.
ENG 56. The applicant shall provide pad elevation certifications for all building pads in
conformance with the approved grading plan, to the Engineering Division prior to
construction of any building foundation.
ENG 57. In cooperation with the Riverside County Agricultural Commissioner and the
California Department of Food and Agriculture Red Imported Fire Ant Project,
applicants for grading permits involving a grading plan and involving the export
of soil will be required to present a clearance document from a Department of
Food and Agriculture representative in the form of an approved "Notification of
Intent To Move Soil From or Within Quarantined Areas of Orange, Riverside,
and Los Angeles Counties' (RIFA Form CA-1) prior to approval of the Grading
Resolution No. 23679
Page 23
Plan (if required). The California Department of Food and Agriculture office is
located at 73-710 Fred Waring Drive, Palm Desert (Phone: 760-776-8208).
WATER QUALITY MANAGEMENT PLAN: ALL BLOCKS
ENG 58. This project shall be required to install measures in accordance with applicable
National Pollution Discharge Elimination System (NPDES) Best Management
Practices (BMP's) included as part of the NPDES Permit issued for the
Whitewater River Region from the Colorado River Basin Regional Water Quality
Control Board (RWQCB). The applicant is advised that installation of-BMP's,
including mechanical or other means for pre-treating contaminated stormwater
and non-stormwater runoff, shall be required by regulations imposed by the
RWQCB. It shall be the applicant's responsibility to design and install
appropriate BMP's, in accordance with the NPDES Permit, that effectively
intercept and pre-treat contaminated stormwater and non-stormwater runoff
from the project site, prior to release to the City s municipal separate storm
sewer system ("MS4"), to the satisfaction of the City Engineer and the
RWQCB. Such measures shall be designed and installed on-site; and provisions
for perpetual maintenance of the measures shall be provided to the satisfaction
of the City Engineer, including provisions in Covenants, Conditions, and
Restrictions (CC&R's) required for the development (if any).
ENG 59. A Final Project-Specific Water Quality Management Plan (WQMP) for Blocks A
and B shall be submitted to and approved by the City Engineer prior to issuance
of a grading or building permit. The WQMP shall address the implementation of
operational Best Management Practices (BMP's) necessary to accommodate
nuisance water and storm water runoff from the site. Direct release of nuisance
water to the adjacent property (or public streets) is prohibited. Construction of
operational BMP's shall be incorporated into the Precise Grading Plan.
ENG 60. Prior to issuance of any grading or building permits, the property owner shall
record a "Covenant and Agreement" with the County-Clerk Recorder or other
instrument on a standardized form to inform future property owners of the
requirement to implement the approved Final Project-Specific WQMP. Other
alternative instruments for requiring implementation of the approved Final
Project-Specific WQMP include: requiring the implementation of the Final
Project-Specific WQMP in Home Owners Association or Property Owner
Association Covenants, Conditions, and Restrictions (CC&R's); formation of
Landscape, Lighting and Maintenance Districts, Assessment Districts or
Community Service Areas responsible for implementing the Final Project-
Specific WQMP; or equivalent. Alternative instruments must be approved by the
City Engineer prior to the issuance of any grading or building permits.
ENG 61. Prior to issuance of certificate of occupancy or final City approvals (OR of "final"
approval by City), the applicant shall: (a) demonstrate that all structural BMP's
have been constructed and installed in conformance with approved plans and
Resolution No. 23679
Page 24
specifications; (b) demonstrate that applicant is prepared to implement all non-
structural BMP's included in the approved Final Project-Specific WQMP,
conditions of approval, or grading/building permit conditions; and (c)
demonstrate that an adequate number of copies of the approved Final Project-
Specific WQMP are available for the future owners (where applicable).
DRAINAGE: ALL BLOCKS
ENG 62. All stormwater runoff passing through the site shall be accepted and conveyed
across the property in a manner acceptable to the City Engineer. For all
stormwater runoff falling on the site, on-site retention or other facilities approved
by the City Engineer shall be required to contain the increased stormwater runoff
generated by the development of the property. Provide a single hydrology study
(for Blocks A and B) to determine the volume of increased stormwater runoff due
to development of the site, and to determine required stormwater runoff
mitigation measures for the proposed development. Final retention basin sizing
and other stormwater runoff mitigation measures shall be determined upon
review and approval of the hydrology study by the City Engineer and may require
redesign or changes to site configuration or layout consistent with the findings of
the final hydrology study. On-site open space, in conjunction with dry wells and
other subsurface solutions should be considered as alternatives to using
landscaped parkways for on-site retention.
ENG 63. Direct release of on-site nuisance water or stormwater runoff shall not be
permitted to Palm Canyon Drive, Tahquitz Canyon Way, Museum Drive, existing
sections of Belardo Road, proposed New Main Street (Lot A), proposed Belardo
Road (Lot B and C), and Andreas Road (Lot D). Provisions for the interception of
nuisance water from entering adjacent public streets from the project site shall be
provided through the use of a minor storm drain system that collects and conveys
nuisance water to landscape or parkway areas, and in only a stormwater runoff
condition, pass runoff directly to the streets through parkway or under sidewalk
drains. Much of the drainage shall go into the existing public storm drain line in
Tahquitz Canyon Way.
ENG 64. Construct all necessary on-site storm drain improvements, including but not
limited to catch basins and storm drain lines, for drainage of site into the on-site
underground detention system(s) and other specifications for construction of
required on-site storm drainage improvements, as described in a final Hydrology
Study for the Downtown Palm Springs project (Tentative Parcel Map No. 36446),
reviewed and approved by the City Engineer.
ENG 65. All on-site storm drain systems shall be privately maintained.
ENG 66. The underground stormwater detention system(s) shall be sized to have
sufficient capacity equal to the volume of increased stormwater runoff due to
development of the site, as identified in a final hydrology study approved by the
Resolution No. 23679
Page 25
City Engineer. A decrease to the required detention volume may be allowed for
percolation of the stormwater runoff into the underlying gravel and soil, not to
exceed 2 inches per hour. Maintenance of the underground stormwater detention
systems are the sole responsibility of the development owner(s); maintenance
and/or replacement of the system(s), will be at the sole expense of the
development owner(s). The Final Project-Specific Water Quality Management
Plan Covenant and Agreement shall reserve the right of the City to inspect and
ensure that the underground detention system(s) are operable, and in the event
of its failure, shall provide the City the right to advise the owner(s) of the
development and require its repair or replacement within 30 days' notice, to the
satisfaction of the City Engineer.
ENG 67. The project is subject to flood control and drainage implementation fees. The
acreage drainage fee at the present time is $9,212.00 per acre in accordance
with Resolution No. 15189. Fees shall be paid prior to issuance of a building
permit unless developer can provide evidence that fee or a partial fee was paid
by the Desert Fashion Plaza in previous years.
GENERAL: ALL BLOCKS
ENG 68. Any utility trenches or other excavations within existing asphalt concrete
pavement of off-site streets required by the proposed development shall be
backfilled and repaired in accordance with City of Palm Springs Standard
Drawing No. 115. The developer shall be responsible for removing, grinding,
paving and/or overlaying existing asphalt concrete pavement of off-site streets as
required by and at the discretion of the City Engineer, including additional
pavement repairs to pavement repairs made by utility companies for utilities
installed for the benefit of the proposed development (i.e. Desert Water Agency,
Southern California Edison, Southern California Gas Company, Time Warner,
Verizon, Mission Springs Water District, etc.). Multiple excavations, trenches,
and other street cuts within existing asphalt concrete pavement of off-site streets
required by the proposed development may require complete grinding and
asphalt concrete overlay of the affected off-site streets, at the discretion of the
City Engineer. The pavement condition of the existing off-site streets shall be
returned to a condition equal to or better than existed prior to construction of the
proposed development.
ENG 69. On phases or elements of construction following initial site grading (e.g., sewer,
storm drain, or other utility work requiring trenching) associated with this project,
the applicant shall be responsible for coordinating the scheduled construction
with the Agua Caliente Band of Cahuilla Indians, Tribal Historic Preservation
Officer or Tribal Archaeologist. Unless the project site has previously been
waived from any requirements for Tribal monitoring, it is the applicant's
responsibility to notify the Tribal Historic Preservation Officer or the Tribal
Archaeologist at (760) 699-6800, for any subsequent phases or elements of
construction that might require Tribal monitoring. If required, it is the
Resolution No. 23679
Page 26
responsibility of the applicant to coordinate scheduling of Tribal monitors during
construction, and to arrange payment of any required fees associated with Tribal
monitoring. Tribal monitoring requirements may extend to off-site construction
performed by utility companies on behalf of the applicant (e.g. utility line
extensions in off-site streets), which shall be the responsibility of the applicant to
coordinate and arrange payment of any required fees for the utility companies.
ENG 70. All proposed utility lines shall be installed underground.
ENG 71. All existing utilities shall be shown on the improvement plans if required for the
project. The existing and proposed service laterals shall be shown from the main
line to the property line. Upon approval of any improvement plan by the City
Engineer, the improvement plan shall be provided to the City in digital format,
consisting of a DWG (AutoCAD 2004 drawing file), DXF (AutoCAD ASCII
drawing exchange file), and PDF (Adobe Acrobat 6.0 or greater) formats.
Variation of the type and format of the digital data to be submitted to the City may
be authorized, upon prior approval of the City Engineer.
ENG 72. The original improvement plans prepared for the proposed development and
approved by the City Engineer (if required) shall be documented with record
drawing "as-built' information and returned to the Engineering Division prior to
issuance of a final certificate of occupancy. Any modifications or changes to
approved improvement plans shall be submitted to the City Engineer for approval
prior to construction.
ENG 73. Nothing shall be constructed or planted in the comer cut-off area of any
intersection or driveway which does or will exceed the height required to maintain
an appropriate sight distance per City of Palm Springs Zoning Code Section
93.02.00, D.
ENG 74. All proposed trees within the public right-of-way and within 10 feet of the public
sidewalk and/or curb shall have City approved deep root barriers installed in
accordance with City of Palm Springs Standard Drawing No. 904.
ENG 75. This property is subject to the Coachella Valley Multiple Species Habitat
Conservation Plan Local Development Mitigation fee (CVMSHCP-LDMF). The
LDMF shall be paid prior to issuance of Building Permit.
ENG 76. If there are any lights from Lighting District No. 1 , existing on Tahquitz Canyon
Way and Museum Drive along the Tentative Parcel Map (TPM) 36446 frontage,
those lights shall be removed in conjunction with this project.
ENG 77. Note that some of the existing street lights shown on the Preliminary Grading and
Drainage Plan for TPM36446, do not exist; corrections need to be made to this
plan to reflect what actually exists.
Resolution No. 23679
Page 27
MAP: ALL BLOCKS
ENG 78. In accordance with Government Code Section 66411.1 (b), the Tentative Parcel
Map is a subdivision of five or more lots (parcels), and is subject to construction
of all required public improvements. Prior to approval of a Parcel Map, all
required public improvements shall be completed to the satisfaction of the City
Engineer, or shall be secured by the Project Financing Agreement signed by
Palm Springs Promenade, LLC and the City of Palm Springs on September 7,
2011 (in accordance with Government Code Section 66462) as amended.
TRAFFIC: ALL BLOCKS
ENG 79. A minimum of 48 inches of clearance for handicap accessibility shall be provided
on public sidewalks or pedestrian paths of travel within the development.
Developer shall assure that handicap accessibility is continuous particularly
adjacent to the Hyatt Hotel.
ENG 80. All damaged, destroyed, or modified pavement legends, traffic control devices,
signing, striping, and street lights, associated with the proposed development
shall be replaced as required by the City Engineer prior to issuance of a
Certificate of Occupancy.
ENG 81. Submit traffic striping and signage plans for New Main Street (Lot "A"), Andreas
Road (Lot "D"), and Market Street, prepared by a California registered civil
engineer, for review and approval by the City Engineer. All required traffic striping
and signage improvements shall be completed in conjunction with required street
improvements, to the satisfaction of the City Engineer, and prior to issuance of a
certificate of occupancy.
ENG 82. Relocate the existing traffic signal pole, conduit, pull boxes and all
appurtenances located at the existing crosswalk on Palm Canyon Drive south of
the intersection of New Main Street (Lot "A") and Palm Canyon Drive, in
accordance with the requirements of the City of Palm Springs. The applicant
shall submit traffic signal modification plans prepared by a California registered
civil engineer or traffic engineer for review and approval by the City Engineer.
The traffic signal shall be installed and operational prior to issuance of the
Certificate of Occupancy, unless otherwise allowed by the City Engineer. The
existing crosswalk shall be relocated north.
ENG 83. The applicant shall install a Type R6-1 "One Way" sign at the southwest corner of
Andreas Road (Lot "D") and Palm Canyon Drive, facing eastbound traffic on
Andreas Road, as required by the City Engineer.
ENG 84. Install a stop sign, stop bar, and "STOP" legend for traffic exiting the
development at the following intersections in accordance with City of Palm
Springs Standard Drawing Nos. 620-625 and the California Manual on Uniform
Resolution No. 23679
Page 28
Traffic Control Devices, dated January 13, 2012, or subsequent editions in force
at the time of construction, as required by the City Engineer.
• Southwest corner of Andreas Road (Lot "D") and Palm Canyon Drive,
facing eastbound traffic on Andreas Road
• Southeast corner of Market Street and Andreas Road (Lot "D"), facing
northbound traffic on Market Street
• Northwest corner of Market Street and New Main Street (Lot "A"), facing
southbound traffic on Market Street
ENG 85. Install a street name sign at all corners of all intersections that are a part of the
Downtown Palm Springs project, in accordance with City of Palm Springs
Standard Drawing Nos. 620 through 625 and the California Manual on Uniform
Traffic Control Devices for Streets and Highways, dated January 13, 2012, or
subsequent editions in force at the time of construction, as required by the City
Engineer.
ENG 86. Construction signing, lighting and barricading shall be provided during all
phases of construction as required by City Standards or as directed by the
City Engineer. As a minimum, all construction signing, lighting and barricading
shall be in accordance with Part 6 "Temporary Traffic Control' of the
California Manual on Uniform Traffic Control Devices for Streets and
Highways, dated January 13, 2012, or subsequent editions in force at the
time of construction.
ENG 87, This property is subject to the Transportation Uniform Mitigation Fee which
shall be paid prior to issuance of building permit.
ENG 88, No construction traffic shall enter the project site from N. Palm Canyon Drive or
Tahquitz Canyon Way.
ENG 89, Parking shall be restricted along both sides of Lot "A" and "D" as necessary to
maintain a minimum 24 feet wide clear two-way travel way, except for designated
parallel parking spaces. Regulatory Type R26 "No Parking" signs shall be
installed along Lot "A" and Lot "D", as necessary to enforce parking restrictions.
ENG 90. Approximately one year after the opening of Downtown Palm Springs, a traffic
study shall be submitted and approved by the City Engineer to determine if the
current (at that time) traffic control devices are functioning optimally, and to
determine if traffic signal warrants have been met for any intersection that is a
part of Downtown Palm Springs (such as at the intersection of Tahquitz Canyon
Way and Belardo Road (Lot "B").
ENG 91. Developer shall cooperate with any City-approved events in which public streets
adjacent to the site are temporarily closed by assisting with and not interfering
with said closures.
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FIRE DEPARTMENT CONDITIONS
FID 1. These conditions are subject to final plan check and review. Initial fire
department conditions have been determined on the site plan received and
stamped May 27, 2017. The submitted plans do not provide enough detail.
Additional requirements may be required at that time based on revisions to
site plans.
FID 2. Fire Department Conditions were based on the 2010 California Fire Code as
adopted by City of Palm Springs, Palm Springs Municipal Code and latest
adopted NFPA Standards. Four complete sets of plans for private fire service
mains, fire alarm, or fire sprinkler systems must be submitted at time of the
building plan submittal.
FID 3. Buildings and Facilities (CFC 503.1.1): Approved fire apparatus access
roads shall be provided for every facility, building or portion of a building
hereafter constructed or moved into or within the jurisdiction. The fire
apparatus access road shall comply with the requirements of this section and
shall extend to within 150 feet of all portions of the facility and all portions of
the exterior walls of the first story of the building as measured by an approved
route around the exterior of the building or facility.
FID 4. Aerial Fire Access Roads (CFC Appendix D105.1): Buildings or portions of
buildings or facilities exceeding 30 feet in height above the lowest level of fire
department vehicle access shall be provided with approved fire apparatus
access roads capable of accommodating fire department aerial apparatus.
Overhead utility and power lines shall not be located within the aerial fire
apparatus access roadway.
FID 5. Aerial Fire Access Road Width (CFC Appendix D105.2): Fire apparatus
access roads shall have a minimum unobstructed width of 26 feet, exclusive
of shoulders, in the immediate vicinity of any building or portion of building
more than 30 feet in height.
FID 6. Aerial Access Proximity to Building (CFC Appendix D105.3): At least one
of the required access routes for buildings or facility exceeding 30 feet in
height above the lowest level of fire department vehicle access shall be
located within a minimum of 15 feet and a maximum of 30 feet from the
building and shall be positioned parallel to one entire side of the building.
FID 7. Fencing Requirements (5.04.260 PSMC): Construction site fencing with 20
foot wide access gates is required for all combustible construction over 5,000
square feet. Fencing shall remain intact until buildings are plastered or
covered and secured with lockable doors and windows.
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FID 8. Access during Construction (CFC 503): Access for firefighting equipment
shall be provided to the immediate job site at the start of construction and
maintained until all construction is complete. Fire apparatus access roads
shall have an unobstructed width of not less than 20 feet and an unobstructed
vertical clearance of not less than 13'-6". Fire Department access roads shall
have an all-weather driving surface and support a minimum weight of 73,000
lbs.
FID 9. Fire Apparatus Access Gates (8,04.260 PSMC): Entrance gates shall have
a clear width of at least 14 feet and be equipped with a frangible chain and
padlock.
FID 10. Surface (CFC 503.2.3): Fire apparatus access roads shall be designed and
maintained to support the imposed loads of fire apparatus (73,000 lbs. GVW)
and shall be surfaced so as to provide all-weather driving capabilities.
Fire apparatus access roads shall be designed and maintained to support the
imposed loads of fire apparatus (73,000 lbs. GVW) and shall be surfaced so
as to provide all-weather driving capabilities. Decomposed granite (DG),
grass, dirt, sand and other materials that can wash away, develop ruts or be
dug up shall not be used. Interlocking pavers, turf block or other similar
materials may be allowed, subject to the provision of proper base material
and compliance with City Engineering Department compaction requirements.
Prior to permit sign-off, compaction test results shall be submitted to the City
Engineering Department for approval.
FID 11. Turning radius (CFC 503.2.4): Fire access road turns and corners shall be
designed with a minimum inner radius of 25 feet and an outer radius of 43
feet. Radius must be concentric.
FID 12. Dead Ends (CFC 503.2.5): Dead-end fire apparatus roads in excess of 150
feet in length shall be provided with an approved area for turning around fire
apparatus. The City of Palm Springs has two approved turn around
provisions. One is a cul-de-sac with an outside turning radius of 43 feet from
centerline. The other is a hammerhead turnaround meeting the Palm Springs
Public Works and Engineering Department standard dated 9-4-02.
FID 13. Security Gates (CFC 503.6): The installation of security gates across a fire
apparatus access road shall be approved by the fire chief. Where security
gates are installed, they shall have an approved means of emergency
operation. The security gates and the emergency operation shall be
maintained operational at all times. Secured automated vehicle gates or
entries shall utilize a combination of a Tomar StrobeswitchTM, or approved
equal, and an approved Knox key electric switch. Electric gate operators,
where provided, shall be listed in accordance with UL 325. Gates intended for
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automatic operation shall be designed, constructed and installed to comply
with the requirements of ASTM F 2200. Secured non-automated vehicle
gates or entries shall utilize an approved padlock or chain (maximum link or
lock shackle size of Y< inch). Approved security gates shall be a minimum of
14 feet in unobstructed drive width on each side with gate in open position.
Gate arms securing parking lots and parking structures shall be equipped with
a combination of a Tomar StrobeswitchTm, or approved equal, and an
approved Knox key electric switch. When activated, the arm or arms shall
open to allow fire and law enforcement access.
In the event of a power failure, the gates shall be defaulted or automatically
transferred to a fail safe mode allowing the gate to be pushed open without
the use of special knowledge or any equipment. If a two-gate system is used,
the override switch must open both gates.
If there is no sensing device that will automatically open the gates for exiting,
a fire department approved Knox electrical override switch shall be placed on
each side of the gate in an approved location.
A final field inspection by the fire code official or an authorized representative
is required before electronically controlled gates may become operative.
Prior to final inspection, electronic gates shall remain in a locked-open
position.
FID 14. Premises Identification (CFC 505.1): New and existing buildings shall have
approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the
street or road fronting the property. These numbers shall contrast with their
background Address numbers shall be Arabic numbers or alphabetical letters.
Numbers shall be a minimum of 4 inches high for R-3 occupancies and 6" -
12" for all other occupancies depending on distance from street with a
minimum stroke width of 0.5 inch. Where access is by means of a private
road and the building cannot be viewed from the public way, a monument,
pole or other sign or means shall be used to identify the structure.
FID 15. Key Box Required to be Installed (CFC 506.1): Where access to or within a
structure or an area is restricted because of secured openings or where
immediate access is necessary for life-saving or fire-fighting purposes, the fire
code official is authorized to require a key box to be installed in an approved
location. The key box shall be flush mount type and shall contain keys to gain
necessary access as required by the fire code official.
FID 16. Key Box Contents (CFC 506.1): The Knox key box shall contain keys to all
areas of ingress/egress, alarm rooms, fire sprinkler riser/equipment rooms,
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mechanical rooms, elevator rooms, elevator controls, plus a card containing
the emergency contact people and phone numbers for the building/complex.
FID 17. Water Agency Construction Specifications: All public water mains, fire
hydrants and double check detector assemblies must be installed in
accordance with DWA specifications and standards. Private fire hydrants
shall be painted OSHA safety red. Public fire hydrants shall be painted
equipment yellow.
FID 18. Water Plan (CFC 501.3 & 901.2): A water plan for on-site and off-site is
required and shall include underground private fire main for fire sprinkler
riser(s), public fire hydrant(s), public water mains, Double Check Detector
Assembly, Fire Department Connection and associated valves.
FID 19. Required Water Supply (CFC 507.1): An approved water supply capable of
supplying the required fire flow for fire protection shall be provided to
premises upon which facilities, buildings or portions of buildings are hereafter
constructed or moved into or within the jurisdiction.
FID 20. Fire Hydrant Flow (CFC 507.3): Fire flow requirements for buildings or
portions of buildings and facilities are shall be determined by Appendix B.
FID 21. Fire Hydrant Systems (CFC 507.5): Fire hydrant systems shall comply with
Sections 507.5.1 through 507.5.6 and Appendix C.
FID 22. Operational Fire Hydrant(s) (CFC 507.1, 507.5.1 & 1412.1): Operational
fire hydrant(s) shall be installed within 250 feet of all combustible
construction. They shall be installed and made serviceable prior to and
during construction. No landscape planting, walls, or fencing is permitted
within 3 feet of fire hydrants, except ground cover plantings.
FID 23. Water Systems and Hydrants (CFC 507.1, 507.2, 507.4, 901.5 & 1412.1):
Underground private fire service mains and fire hydrants shall be installed,
completed, tested and in service prior to the time when combustible materials
are delivered to the construction site. (903 CFC) Installation, testing, and
inspection will meet the requirements of NFPA 24, 2010 Edition. Prior to final
approval of the installation, contractor shall submit a completed Contractors
Material & Test Certificate for Underground Piping to the Fire Department.
(NFPA 24: 10.10, 2010 Edition).
FID 24. Identification (CFC 509.1): Fire protection equipment shall be identified in an
approved manner. Rooms containing controls for air-conditioning systems,
sprinkler risers and valves, or other fire detection, suppression or control
elements shall be identified for the use of the fire department. Approved signs
required to identify fire protection equipment and equipment location, shall be
constructed of durable materials, permanently installed and readily visible.
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FID 25. Elevator Recall Required (CFC 607.1): Existing elevators with a travel
distance of 25 feet (7620 mm) or more above or below the main floor or other
level of a building and intended to serve the needs of emergency personnel
for fire-fighting or rescue purposes shall be provided with emergency
operation in accordance with ASME A17.3. New elevators shall be provided
with Phase I emergency recall operation and Phase II emergency in-car
operation in accordance with ASME A17.1 (California Code of Regulations,
Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders).
FID 26, Elevator Stretcher Requirement (CBC 3002.4): Elevators shall be designed
to accommodate medical emergency service. The elevator(s) so designed
shall accommodate the loading and transport of an ambulance gurney or
stretcher 24 inches by 84 inches in the horizontal position. The elevator
entrance shall have a clear opening of not less than 42 inches wide or less
than 78 inches high. The elevator car shall be provided with a minimum clear
distance between walls or between walls and door excluding return panels
not less than 80 inches by 54 inches, and a minimum distance from wall to
return panel not less than 51 inches with a 42 inch side slide door.
FID 27. Fire Dampers (CMC 606.2): They shall be provided where air ducts
penetrate fire-rated walls or ceilings.
FID 28. Maintenance of Fire-Resistance-Rated Construction (CFC 703.1): The
required fire-resistance rating of fire-resistance-rated construction (including
walls, fire-stops, shaft enclosures, partitions, smoke barriers, floors, fire-
resistive coatings and sprayed fire-resistant materials applied to structural
members and fire-resistant joint systems) shall be maintained. Such elements
shall be properly repaired, restored or replaced when damaged, altered,
breached or penetrated. Openings made therein for the passage of pipes,
electrical conduit, wires, ducts, air transfer openings and holes made for any
reason shall be protected with approved methods capable of resisting the
passage of smoke and fire. Openings through fire-resistance-rated
assemblies shall be protected by self- or automatic-closing doors of approved
construction meeting the fire protection requirements for the assembly.
FID 29. Interior Finish, Decorative Materials and Furnishings (CFC 801.1): The
provisions of this chapter shall govern interior finish, interior trim, furniture,
furnishings, decorative materials and decorative vegetation in buildings.
Section 803 shall be applicable to existing buildings. Sections 804 through
808 shall be applicable to new and existing buildings.
FID 30. Decorative Materials Other Than Decorative Vegetation In New and
Existing Buildings (CFC 807.1): In occupancies in Groups A, E, I and R-1
and dormitories in Group R-2, curtains, draperies, hangings and other
decorative materials suspended from walls or ceilings shall meet the flame
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propagation performance criteria of NFPA 701 in accordance with Section
807.2 or be noncombustible. Provide samples and documentation to submit
to the Palm Springs Fire Department to prove conformance with the above
criteria above.
FID 31. Acceptance Criteria and Reports (CFC 807.2): Where required to be flame
resistant, decorative materials shall be tested by an approved agency and
meet the flame propagation performance criteria of NFPA 701, or such
materials shall be noncombustible. Reports of test results shall be prepared in
accordance with NFPA 701 and furnished to the fire code official.
FID 32. NFPA 13 Fire Sprinkler System is Required: An automatic fire sprinkler
system is required. Only a C-16 licensed fire sprinkler contractor shall
perform system design and installation. System to be designed and installed
in accordance with NFPA 13, 2010 Edition and using Cp of 0.74 and I/r Ratio
of 200. No portion of the fire sprinkler system shall be installed prior to plan
approval. Prior to final approval of the installation, contractor shall submit a
completed Contractors Material and Test Certificate for Aboveground Piping
to the Fire Department. (NFPA 13: Figure 24.1)
FID 33. Floor Control Valves (CFC903.3.8 & Ordinance 1781: Item 42): Floor
control valves and water-flow detection assemblies shall be installed at each
floor in buildings three or more stories in height. Valve locations will be
determined and approved by the fire code official.
FID 34. Fire Alarm System: Fire alarm system shall comply with the requirements of
NFPA 72, 2010 Edition.
FID 35. Fire Sprinkler Supervision and Alarms System (CFC 903.4/4.1): All valves
controlling the water supply for automatic sprinkler systems, pumps, tanks,
water levels and temperatures, critical air pressures and water-flow switches
on all fire sprinkler systems shall be electrically supervised by a listed Fire
Alarm Control Unit (FACU). The listed FACU alarm, supervisory and trouble
signals shall be distinctly different and shall be monitored at a UL listed
central station service. The fire sprinkler supervision and alarms system shall
comply with the requirements of NFPA 72, 2010 Edition. All control valves
shall be locked in the open position.
FID 36. Central Station Protective Signaling Service (CFC 903.4.1): A UL listed
and certified Protective Signaling Service (Central Station Service) is
required. Provide the Fire Department with proof of listing and current
certificate. The Fire Department shall be notified immediately of change in
service.
FID 37. Audible Water Flow Alarms (CFC 903.4.2 & Appendix K: 4.3): An
approved audible sprinkler flow alarm (Wheelock hom/strobe with WBB back
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box or equal) shall be provided on the exterior of the building in an approved
location. The horn/strobe shall be outdoor rated. A second horn/strobe shall
be installed in the interior of the building in a normally occupied location. In
multiple suite buildings, additional interior hom/strobes shall be installed in all
suites with 50 or more occupant load. Power shall be provided from a fire
alarm control unit. Where a building fire alarm system is installed, actuation of
the automatic sprinkler system shall actuate the building fire alarm system.
FID 38. Fire Hydrant & FDC Location: A public commercial fire hydrant is required
within 30 feet of the Fire Department Connection (FDC). Fire Hose must be
protected from vehicular traffic and shall not cross roadways, streets, railroad
tracks or driveways or areas subject to flooding or hazardous material or
liquid releases. A field analysis of existing hydrants has not been conducted
to verify hydrant location or availability. This comment is included to make
you aware that additional fire hydrants may be required.
FID 39. Fire Department Connections: Fire Department connections shall be visible
and accessible, have two 2.5 inch NST female inlets, and have an approved
check valve located as close to the FDC as possible. All FDC's shall have
KNOX locking protective caps. Contact the fire prevention secretary at 760-
323-8186 for a KNOX application form.
FID 40. Location of Fire Department Connections: The connection inlets must face
the street, and be located on the street side of the building. The face of the
inlets shall be 18 inches horizontal from the back edge of sidewalk (or back of
curb, if no sidewalk), and shall be 36 to 44 inches in height to center of inlets
above finished grade. No landscape planting, walls, or other obstructions are
permitted within 3 feet of Fire Department connections. The FDC and
supporting piping shall be painted OSHA safety red.
The address of the building served shall be clearly indicated on the Fire
Department Connection (FDC). A sign with this information shall be placed on
or near the FDC. The sign shall be constructed of metal. The sign face,
lettering, and attachment shall be made of weather and vandal resistant
materials. Sign background will be bright red. Letters will be bright white.
Sign format will be substantially as follows:
F. D. C. SERVES
123 N. P. C.
ALL BLDGS. IN COMPLEX
FID 41. Standpipe Systems Required (CFC 905.3): Class I Standpipe system is
required in addition to the automatic sprinkler system. Standpipe systems
shall be installed where required by Sections 905.3.1 through 905.3. 10.1 and
in the locations indicated in Sections 905.4, 905.5 and 905.6. Standpipe
systems are allowed to be combined with automatic sprinkler systems.
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FID 42. Fire Extinguisher Requirements (CFC 906): Provide one 2-A:10-B:C
portable fire extinguisher for every 75 feet of floor or grade travel distance for
normal hazards. Show proposed extinguisher locations on the plans.
Extinguishers shall be mounted in a visible, accessible location 3 to 5 feet
above floor level. Preferred location is in the path of exit travel or near an exit
door.
FID 43. HVAC Duct Smoke Detection/Shut Down with a Fire Sprinkler
Supervision & Alarm System or Fire Alarm System (CFC 907.4.1, CMC
609.0 & NFPA 72): All HVAC systems supplying greater than 2,000 CFM
shall require a duct detector and HVAC shut down when smoke is detected.
HVAC shut down shall be on an individual basis, not global. These systems
shall supervise the Duct Detectors and activate the notification appliances.
An accessory module shall be installed for each unit, including alarm LED,
pilot LED and key-operated test/reset switch.
FID 44. Posting of Occupant Load (CFC 1004.3): Every room or space that is
assembly occupancy shall have the occupant load of the room or space
posted in a conspicuous place, near the main exit or exit access doorway
from the room or space. Posted signs shall be of an approved legible
permanent design and shall be maintained by the owner or authorized agent.
FID 45. Means of Egress Illumination (CFC 1006.1 & 2): Any time a building is
occupied, the means of egress shall be illuminated at an intensity of not less
than 1 foot-candle at the floor level.
FID 46. Means of Egress Illumination Power Supply (CFC 1006.3): The power
supply for means of egress illumination shall normally be provided by the
premises' electrical supply. In the event of power supply failure, an
emergency electrical system shall automatically illuminate in defined areas
listed in the CFC.
FID 47. Required Exit Signs (CFC 1011.1): Exits & exit access doors shall be
marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases
where the exit or path is not immediately visible to occupants. No point in the
corridor shall be more than 100 feet or the listed viewing distance for the sign,
whichever is less, from the nearest visible sign.
FID 48. Exit Sign Illumination (CFC 1011.2, 4 & 5): Exit signs shall be internally or
externally illuminated. When the face of an exit sign is illuminated from an
external source, it shall have an intensity of not less than 5 foot-candles from
either of two electric lamps. Internally illuminated signs shall provide
equivalent luminance and be listed for the purpose.