Palm Springs City Council
June 29, 2023

(Revised 09 13 18)
Item 1I - Page 9
Qvf'cc,C/4..

President
Secretary
Chief Financial Officer
Vice President
Vice President
Vice President
Vice President
Vice President
Vice President
Vice President
Vice President
Assistant Vice President
Assistant Vice President
Assistant Vice President
Assistant Vice President
Assistant Vice President
Assistant Vice President
Assistant Vice President
--·------ -----------· --··- ~~-
Paul J. lhlel
Paul J. Thiel
Pamela Thiel
Pamela Thiel
Trevo·r J. Thiel
Derek J. Thiel
Dalys Simmers
Scott J. Simmers
Joseph A. Gibbs
Holly Thiel
Ramona Thiel .

Rick Rager
Shelly Macias
Trent Hanna
Mike Beaty
GeoffHill ·
Iv1;,1n Rodriguez
Scott Oaks
Item 1I - Page 10

7. Owners/Investors with a 5% beneficial interest in the Aoolicant Entity or a related entity

EXAMPLE
JANE DOE 50%, ABC COMPANY, Inc.
[name of owner/investor] [percentage of beneficial interest in entity __ and name of entity]
A.
[name of owner/investor] [percentage of beneficial interest in entity
and name of entity]
B. -
[name of owner/investor] [percentage of beneficial interest in entity
and name of entity]
C.
- ---·- ----··· -·-- - ·----· ~ =-:-::-:::;-:;:_:-; ----=---:-:c=·.----- ----·--- ---- ----------=:;----=-:::cc =--- -- __ ------:::-- - ---- -·- -· ----·- [name of owner/investor] [percentage of beneficial interest in entity
and name of entity)
D.
-
[name of owner/investor] [percentage of beneficial interest in entity
and name of entity]
E.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]

I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.
(Revised 09 13 18)
rinted Name, Title- Date

CITY OF PALM SPRINGS - PUBLIC INTEGRITY DISCLOSURE

APPLICANT DISCLOSURE FORM
11:'\;,1 Page 2 of 2 '(!.)

CITY COUNCIL STAFF REPORT
06/29/2023
SUBJECT:

RESOLUTION ACCEPTING THE FIRE DEPARTMENT REPORT ON COMPLIANCE

WITH STATE INSPECTION MANDATES
RECOMMENDATION:

Adopt Resolution entitled, “A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF PALM SPRINGS, CALIFORNIA, ACCEPTING THE FIRE

DEPARTMENT REPORT ON COMPLIANCE WITH STATE INSPECTION
MANDATES” pursuant to Sections 13146.2 and 13146.3 of the California Health and Safety Code.

1. 2. Authorize the City Manager to execute all necessary documents.

Attachments
Item 1J

CITY COUNCIL STAFF REPORT
DATE: JUNE 29, 2023 CONSENT CALENDAR
SUBJECT: RESOLUTION ACCEPTING THE FIRE DEPARTMENT REPORT ON

COMPLIANCE WITH STATE INSPECTION MANDATES
FROM: Scott C. Stiles, City Manager
BY: Palm Springs Fire Department
SUMMARY:

Staff recommends the City Council receive the Fire Department’s annual report, as provided in this staff report, regarding the inspection of certain occupancies including schools, hotels, motels, lodging houses, apartments, and certain residential care facilities, and adopt a resolution pursuant to Sections 13146.2 and 13146.3 of the California Health and Safety Code.

RECOMMENDATION:

1. Adopt Resolution No. _____, “A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF PALM SPRINGS, CALIFORNIA, ACCEPTING THE FIRE DEPARMENT REPORT ON COMPLIANCE WITH STATE INSPECTION MANDATES.”

2. Authorize the City Manager to execute all necessary documents.

BUSINESS PRINCIPAL DISCLOSURE:

N/A.

BACKGROUND:

The California Health and Safety Code requires fire departments within the State of California to annually inspect buildings, public or private, that are utilized as a school, hotel, motel, lodging house, apartment house, and certain residential care facilities that are within their jurisdiction.

Inspectors look for compliance with building standards, and other regulations, created by the State Fire Marshal. The inspections focus on public safety and preventing fires.

Pursuant to Senate Bill 1205 (SB1205), the California Health and Safety Code Section 13146.4 was added in 2018, and became effective on September 27, 2018, to read:

Item 1J - Page 1
City Council Staff Report
June 29, 2023 -- Page 2
Fire Compliance with State Inspection Mandates
a) Every city or county fire department, or district required to perform annual inspections pursuant to Sections 13146.2 and 13146.3, shall report annually to its administering authority on its compliance with Sections 13146.2 and 13146.3. b) The report, made pursuant to subdivision (a), shall occur when the administering authority discusses its annual budget, or at another time determined by the administering authority.
c) The administering authority shall acknowledge receipt of the report, made pursuant to subdivision(a), in a resolution or a similar formal document. d) For purposes of this section, "administering authority” means a city council, county board of supervisors, or district board.

STAFF ANALYSIS:

The Fire Department’s Community Risk Reduction Division (Division) is responsible for fire and life safety community programs throughout the City of Palm Springs. One of these programs is the California State Fire Marshal Mandated Annual Inspection program. The annual inspection program requirement is conducted and completed by the Division’s inspectors throughout the year.

Division inspectors issue correction notices for violations. The amount of time provided for the correction of violations is dependent upon the violation itself. Immediately dangerous situations, i.e., locked emergency exits, or gaseous materials stored indoors, require immediate correction, while less dangerous or more complicated situations, i.e., fire sprinkler system maintenance, or building repairs, are given two weeks to thirty days for correction.

As required by SB 105, Section 13146.4, the Division, under the direction of the Fire Chief, is to annually report to the City Council its compliance with the annual inspection requirements of the California Health and Safety Code. The Bill also requires the City Council to acknowledge receipt of the compliance report in a resolution.

The table below is the Fire Department’s report of all state mandated occupancies within the City, as well as the total number inspected, and the percentage of completed inspections.

Occupancy Total Inspected 2023 Total Properties Success rate E 17 18 90%
I 1 1 100%
R1 124 124 100%
R2 469 469 100%
R2.1 5 5 100%
R4 No properties
H No properties
Item 1J - Page 2
City Council Staff Report
June 29, 2023 -- Page 3
Fire Compliance with State Inspection Mandates
ENVIRONMENTAL ASSESSMENT:

The requested City Council action is not a “Project” as defined by the California Environmental Quality Act (CEQA). Pursuant to Section 15378(a), a “Project” means the whole of an action, which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment.

According to Section 15378(b), a Project does not include: (5) Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.

ALIGNMENT WITH STRATEGIC PLANNING:

N/A.

FISCAL IMPACT:

None.

REVIEWED BY:

Department Director: Paul Alvarado
City Manager: Scott Stiles
ATTACHMENTS:

A. Resolution
Item 1J - Page 3

ATTACHMENT A
Item 1J - Page 4
55575.18135\41322757.1
RESOLUTION NO. ______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

PALM SPRINGS, CALIFORNIA, ACCEPTING THE FIRE
DEPARTMENT’S REPORT ON COMPLIANCE WITH STATE

INSPECTION MANDATES
WHEREAS, the California Health and Safety Code requires fire departments within the state of California to annually inspect buildings, public or private, that are utilized as a school, hotel, motel, lodging house, apartment house, certain residential care facilities, and parcels, in the High Fire Severity Zones (HFSZ) within their jurisdiction; and

WHEREAS, inspectors focus on compliance with building standards and other regulations imposed by the State Fire Marshal, and on public safety and fire prevention; and
WHEREAS, pursuant to Senate Bill 1205, section 13146.4 was added to the Health and Safety Code in 2018 to require local fire departments to perform annual inspections and report compliance information annually to its administering authority; and WHEREAS, in accordance with Senate Bill 1205, the Fire Department hereby submits this staff report on its compliance with the state inspection mandates to the City Council for review and approval; and
WHEREAS, the City Council of the City of Palm Springs intends this Resolution to fulfill the requirements of the Health and Safety Code regarding acknowledgment of the Palm Springs Fire Department’s compliance with sections 13146.2 and 13146.3.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, HEREBY RESOLVES, DETERMINES, AND APPROVES AS FOLLOWS:

A. The City Council acknowledges and accepts the Fire Department’s submission of an annual staff report regarding the inspection of certain occupancies, including schools, hotels, motels, lodging houses, apartments, certain residential care facilities, and parcels, in the High Fire Hazard Severity Zones pursuant to Sections 13146.2 and 13146.3 of the California Health and Safety Code.

B. The City Manager is authorized to execute all necessary documents associated with the compliance report.

C. This action is not a “Project” as defined by the California Environmental Quality Act (CEQA) because it involves organization or administrative activities of the government that will not result in direct or indirect physical changes in the environment, pursuant to CEQA Guidelines § 15378(a).

Item 1J - Page 5
55575.18135\41322757.1
City Council Resolution No. ____ June 29, 2023
Annual Fire Department Inspection Compliance Report Page 2 of 3

PASSED, APPROVED, AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, THIS ___ DAY OF ____________________, 2023.

AYES:

NOES:

ABSENT:

Grace Elena Garner, Mayor
ATTEST:

Brenda Pree, MMC
City Clerk
Item 1J - Page 6
55575.18135\41322757.1
City Council Resolution No. ____ June 29, 2023
Annual Fire Department Inspection Compliance Report Page 3 of 3

CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF PALM SPRINGS )
I, BRENDA PREE, City Clerk of the City of Palm Springs, hereby certify that Resolution No. 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 ________________, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Springs, California, this ___ day of _________________, 2023.

Brenda Pree, MMC
City Clerk
Item 1J - Page 7

CITY COUNCIL STAFF REPORT
06/29/2023
SUBJECT:

APPROVAL OF COMMUNICATIONS FACILITY LICENSE AGREEMENT WITH

NEW CINGULAR WIRELESS PCS, LLC (AT&T) FOR A NON-EXCLUSIVE

LICENSE TO INSTALL, OPERATE AND MAINTAIN A COMMUNICATIONS FACILITY AT CITY-OWNED PROPERTY LOCATED AT 275 SOUTH INDIAN

CANYON DRIVE
RECOMMENDATION:

Approve a Communications License Agreement by and between New Cingular PCS Wireless, LLC, and the City of Palm Springs for non-exclusive use of ground space at City-owned property at 275 South Indian Canyon Drive.

1. Authorize the City Manager or his designee to execute all the necessary documents.

2. Attachments
Item 1K

CITY COUNCIL STAFF REPORT
DATE: JUNE 29, 2023 CONSENT CALENDAR
SUBJECT: APPROVAL OF COMMUNICATIONS FACILITY LICENSE AGREEMENT WITH NEW CINGULAR WIRELESS PCS, LLC (AT&T) FOR A NONEXCLUSIVE LICENSE TO INSTALL, OPERATE AND MAINTAIN A

COMMUNICATIONS FACILITY AT CITY-OWNED PROPERTY LOCATED
AT 275 SOUTH INDIAN CANYON DRIVE
FROM: Scott C. Stiles, City Manager
BY: Community and Economic Development Department
SUMMARY:

This action is to approve a Communications License Agreement with New Cingular PCS Wireless, LLC, for a non-exclusive license to install, operate and maintain a communications facility at the top level of the Baristo Parking Garage at 275 South Indian Canyon Drive for a term of five (5) years with three (3) five-year extension options.

RECOMMENDATION:

1. Approve Communications License Agreement No. _____ by and between New Cingular PCS Wireless, LLC, and the City of Palm Springs for non-exclusive use of ground space at City-owned property at 275 South Indian Canyon Drive.

2. Authorize the City Manager or his designee to execute all the necessary documents.

BUSINESS PRINCIPAL DISCLOSURE:

New Cingular Wireless PCS, LLC is a Delaware limited liability company with its principal offices located at 24301 Moulton Parkway, Ste. O #1009, Laguna Hills, CA. Public Disclosure Forms will be provided prior to the June 29, 2023 meeting.

BACKGROUND:

The License Agreement, included in Attachment B, is for the non-exclusive use of ground space at the City-owned Downtown Baristo Parking Structure at 275 South Indian Canyon Drive by New Cingular PCS Wireless, LLC, (“Licensee”) for the purpose of Item 1K - Page 1
City Council Staff Report
June 29, 2023 -- Page 2
New Cingular PCS Wireless (AT&T) License-275 S. Indian Canyon Dr. installing, operating and maintaining a wireless communications facility on the top deck of the parking garage to mimic existing elevator shafts and a new equipment shelter in the basement. One (1) antenna will be in the middle of the top deck at the northern end of the parking row in an area that is currently being used as a “turn-around”. The antenna will be encased in a faux concrete textured structure that will mimic the existing elevator shafts. Currently one (1) other carrier (Verizon Wireless) has two (2) similar structures on the top of existing elevator shafts at the Baristo Road entrance and above the middle shaft. The maximum height for the proposed AT&T antenna will be forty-eight (48’) feet as measured from street level. The License Agreement is for a five-year term with three (3) five-year extension options at a starting monthly rent of $3,500 and an annual escalator of 4% or CPI, whichever is greater, and capped at a maximum of 8%.

The project proposes to place one (1) 200-square foot antenna enclosure on the top deck at the end of the parking row. The existing elevator shafts are constructed of split-face block in a brown color. The communications arrays will be mounted on metal racks screened by a faux block material like the existing Verizon facility. These antennas will be six (6’) feet tall and the panels above the equipment enclosure are eight (8’) feet tall.

The area within the enclosure includes assorted mechanical equipment with the antenna panels sitting on a rack. The entire enclosure will be sixteen (16’) feet tall from the parking deck. There is an existing four (4’) foot parapet that runs the entire length of the garage edge resulting in the structure being elevated twelve (12’) feet above the parapet. The addition of the enclosure will result in the loss of one parking space.

Licensee will equip the facilities with antennas, wires, cables, conduits, and pipes to operate their wireless communication systems and secure all necessary electrical utility sources. Licensee will install or have the local utility install an electrical meter/sub-meter to measure the electrical power used by Licensee’s installation and will pay for their power usage directly to the utility. In addition, this agreement will provide Licensee the nonexclusive right of ingress and egress from a public right-of-way, seven (7) days a week, twenty-four (24) hours a day, over the property to and from the facilities for the purpose of installation, operations and maintenance of Licensee’s communications facilities.

The proposed communications facility, shown conceptually in Attachment C, was reviewed on March 9, 2022, by the Planning Commission (PC), and conditionally approved subject to City Council approval of this License. The Planning Commission Staff Report and Resolution No. 6906 approving a Conditional Use Permit and Wireless Facility Plans are included in Attachment D.

STAFF ANALYSIS:

The City has wireless communication equipment ground leases on City-owned property at various locations. Table 1 on the following page summarizes the key terms of each lease and shows current lease rates based on most recent annual escalator adjustments in order of the start year of each lease. The proposed Communications License is shown as the first entry on top of the table as a basis for comparison. Note that both the Verizon Item 1K - Page 2
City Council Staff Report
June 29, 2023 -- Page 3
New Cingular PCS Wireless (AT&T) License-275 S. Indian Canyon Dr.

Wireless lease at 295 S. Indian Canyon Drive (Downtown Baristo Parking Structure) and the proposed communication facility license are “new construction” that provide longer terms and a higher fixed annual escalator than the remaining leases which were for existing towers that were renewed following expiration of their final extension options:

Table 1-Existing City of Palm Springs Leases
Wireless Communications
Provider/Location
Starting
Lease
Rate
Start
Year
Annual Escalator Current
License or
Lease Rate
Proposed New AT&T
Communications Facility
License/275 S. Indian
Canyon Drive
$3,500 2023 4% or CPI,
whichever
greater with
maximum
capped at 8%
Subject for
Comparison
T-Mobile West/4375 E.

Mesquite Drive
$3,400 2022 3% or CPI,
whichever
greater
$3,400.00
Crown Castle AT&T/1901
E. Baristo Road
$3,200 2019 3% or CPI,
whichever
greater
$3,473.66
Verizon Wireless/1901 E.

Baristo Road
$3,300 2018 3% or CPI,
whichever
greater
$3,615.10
STC One PCS/3111 E.

Tahquitz Canyon Way
$3,038 2017 CPI $3,709.98
Sprint PCS/1901 E.

Baristo Road
$2,950 2014 CPI $3,737.00
Verizon Wireless/295 S.

Indian Canyon Drive
$2,500 2012 4% $3,700.61
T-Mobile/1901 E. Baristo
Road
$1,500 2006 CPI w/5% cap $2,095.54
*Sprint/Nextel/3601 E.

Mesquite Drive
$850 1998 20% (every 5
year term at
renewal)
$1,906.56
*Lease acquired through City purchase of property in 2010 A survey of other Coachella Valley cities was taken to compare the rates being charged for wireless tower ground leases on city-owned property. The starting rates charged by other valley cities range from $1,500 to $3,000 per month, as shown in Table 2:

Item 1K - Page 3
City Council Staff Report
June 29, 2023 -- Page 4
New Cingular PCS Wireless (AT&T) License-275 S. Indian Canyon Dr.

Table 2-Comparison of Wireless Tower Ground Leases by other Valley Cities City Starting
Lease Rate
Start Date Annual
Escalator
Current
Lease Rate
Cathedral City $2,250 2010 3% $3,208
$2,500 2015 3% $3,075
Palm Desert $1,500 2001 3% $2,790
$1,167 2002 3% $2,107
La Quinta $3,000 2010 3% $4,278
Indio $2,700 2011 3% $3,737
$1,500 Prior to 2009 unknown unknown
Research on other California cities revealed similar results with starting rents ranging from $1,500 to $3,333 per month as shown in Table 3.

Table 3-Comparison of Wireless Tower Ground Leases by other California Cities City Starting Lease
Rate
Base Year Annual
Escalator
Current Lease
Rate
Avondale $1,500 2013 3.5% $2,044
Costa Mesa $2,000 2011 3% $2,768
Glendale $3,000 2010 4% $4,803
Orange County $3,333 2012 3% $4,479
Victorville $1,500 2010 3% $2,138
Sausalito $1,850 2009 CPI w/5% cap
Torrance $2,500 2015 Unknown
Southgate $1,500 2004 3% $2,553
$2,200 2015 4% $2,895
Long Beach $2,500 2013 3% $3,261
Beaumont $2,500 2015 Unknown
AVERAGE $3,118
Based on this research, the proposed lease rate is appropriate and consistent with other Coachella Valley and Southern California cities.

ENVIRONMENTAL ASSESSMENT:

Pursuant to the California Environmental Quality Act (CEQA) Guidelines, the project is Categorically Exempt as a Class III exemption per Section 15303 (New Construction or Conversion of Small Structures).

Item 1K - Page 4
City Council Staff Report
June 29, 2023 -- Page 5
New Cingular PCS Wireless (AT&T) License-275 S. Indian Canyon Dr.

FISCAL IMPACT:

The License Agreement would provide the City revenue of $3,500/ month to General Fund revenue account # 100-34371, Building Facilities Rent.

REVIEWED BY:

Department Director: Jay Virata
Deputy City Manager: Flinn Fagg
City Manager: Scott Stiles
ATTACHMENTS:

A. Public Disclosure Documents (to be provided prior to the June 29, 2023 meeting) B. License Agreement
C. Photograph Simulations – Conceptual
D. Planning Commission Staff Report – March 9, 2022
Item 1K - Page 5

ATTACHMENT A
(Public Disclosure Forms to be provided
prior to the June 29, 2023 meeting)
Item 1K - Page 6

ATTACHMENT B

Item 1K - Page 7
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

CITY OF PALM SPRINGS

COMMUNICATIONS FACILITY LICENSE AGREEMENT
(New Cingular Wireless (AT&T)– Baristo Downtown Parking Lot) THIS LICENSE AGREEMENT (“License”) is made and entered into this ______ day of _________________, 2023, (“Effective Date”) by and between the City of Palm Springs, a municipal corporation with its principal offices located at 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262 (“City”), and New Cingular Wireless PCS, LLC, a Delaware limited liability company with its principal offices located at 1025 Lenox Park Blvd NE, 3rd Floor, Atlanta, GA 30319 (“Licensee”). City and Licensee are sometimes referred to in this License Agreement individually as a “party” or jointly as “parties.” The term “License” used in herein means this License Agreement and any amendments to this License Agreement as may be executed between the parties in accordance with the terms herein.

In consideration of the mutual covenants contained herein and intending to be legally bound hereby, the parties hereto agree as follows:

LICENSE
Section 1. Non-exclusive License. Subject to the terms and conditions hereinafter set forth, City grants Licensee a non-exclusive license to install, operate and maintain its Communications Facility, as particularly described in Exhibit B hereto, on a portion or portions of that certain real property owned by the City located at 235 South Indian Canyon Drive, in the City of Palm Springs, California and as legally described in Exhibit A attached hereto (“Property”) as designated and approved by City. The site plan attached as Exhibit B depicts the specific dimensions, appearance, equipment and approved location of the Communications Facility on the Property to be used by Licensee under this License (“Licensed Area”). The Licensed Area includes (ii approximately two hundred eighty-one (281) square feet of designated surface ground space ; and (ii) utility routes all as depicted in Exhibit B. Notwithstanding City’s approval of Licensee’s use of the Licensed Area or the Property, nothing in this License may be deemed to grant, convey, create, or vest in Licensee a real property interest in land, including any fee, leasehold interest, or easement. The term “Communications Facility” as used in this License shall include all antennas, facilities, structures, foundations, pads, cables, conduits and equipment and utilities that Licensee erects, installs and/or uses on or under the Property, as authorized and listed in Exhibit B, as may be modified from time to time in accordance with this License.

All Parties acknowledge that City, in executing this License, is acting only in its proprietary capacity as the owner of the Property and Licensed Area, and not in any regulatory fashion.

Licensee shall not consider this License as approval of any applicable permits, licenses or other governmental approvals required for the construction or operation needed for the use described herein.

Item 1K - Page 8
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Section 2. Access License. Licensee shall have the right of non-exclusive ingress and egress to the Licensed Area, seven (7) days a week, twenty-four (24) hours a day, via foot or motor vehicle (but not including vehicles with more than two (2) axles/more than twenty (20) feet in length) via the access area delineated as such in Exhibit B, in order to install, operate, and maintain the Communications Facility, subject to the limitations set forth below. Prior to accessing the Licensed Area, Licensee shall provide both written notice to the City Manager by email to [email protected], and by phone at (760) 322-8362 at least forty-eight (48) hours in advance, except in the event of a bone fide emergency affecting the health, safety, and welfare of the Property’s occupants or the operational integrity of the Communications Facility, in which case Licensee shall provide notice to City as soon as reasonably possible prior to such emergency access. In the event access to the Licensed Area is restricted and/or locked by City personnel, Licensee shall be required to obtain any and all necessary access credentials or keys from the City Manager’s Office, located at 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262 or from the City Manager’s designee, on a temporary basis, not to exceed Licensee’s reasonable access requirements. In such event, Licensee or its designee shall provide proper identification prior to checking out any access credentials or keys. All access to the Licensed Area by Licensee shall be subject in each instance to all permits, ordinances, as well as any local, state, and federal laws (“Laws”) in addition to this License. Further, when City’s access to a site is established through an access easement over third party property to the Property (“Access Easement”), nothing herein shall be deemed to be a representation or warranty by City that its interest or other rights to use the Access Easement is sufficient to permit its use for Licensee’s purposes, and Licensee shall be deemed to gain only those rights to use as are properly in City and as City may have the undisputed right and power to give Licensee. Licensee assumes the risk of any challenge, claim, litigation or damage, asserted in connection with Licensee’s use of the Access Easement for ingress and egress to the Property and releases City from any and all responsibility, claim, damage, related to or in connection with Licensee’s use of the Access Easement. If City’s continued use of the Access Easement is challenged or threatened in any way by Licensee’s use of the Access Easement, upon notice from City, Licensee shall cease ingress and egress to the Property until such time as the challenge or threat to City’s continued use of the Access Easement is resolved which may require Licensee to obtain any necessary approvals, licenses or easements from the third-party property owner at its sole cost and expense.

Section 3. Permitted Use. Licensee may transmit and receive communication signals and install, operate and maintain the Communications Facility in the Licensed Area in accordance with the site plan and dimension sketch of the Communications Facility in Exhibit B hereto.

Licensee may not install any other facilities or equipment of any kind that is not otherwise described and depicted in Exhibit B or otherwise intensify, expand, or alter its use of the site or the Communications Facility without City’s prior written consent which may be granted or denied in City’s sole discretion. Licensee acknowledges that the primary purpose of the Property is to serve as a valuable asset to the community of Palm Springs and the City itself, and Licensee’s use of the Property shall be subject to City’s paramount rights (“Paramount Rights”) to use the Item 1K - Page 9
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Property for any and all current and future uses necessary for City’s municipal needs. If City determines that Licensee is interfering with such use, City shall notify Licensee and Licensee shall cease such interference within twenty-four (24) hours. In case of an emergency, City may take steps to eliminate such interference without prior notice to Licensee and Licensee shall reimburse City for any and all costs incurred to eliminate such interference.

Section 3.1 Any required permits or approvals for the Communication Facility shall be obtained by Licensee at Licensee’s sole expense. Furthermore, it is understood and agreed that Licensee’s ability to install the Communication Facility is contingent upon its obtaining, prior to construction of Communication Facility, all of the certificates, permits, authorizations, and other approvals that may be required by any federal, state, or local authorities, including but not limited to any permits, authorizations, and approvals required by the South Coast Air Quality Management District (collectively, the “Governmental Approvals”; individually, a “Governmental Approval”).

City shall bear no responsibility or liability under this License for Licensee’s inability to make use of the Licensed Area for the Communication Facility due to a failure to obtain any required permit, authorization, or approval. If Licensee fails to receive such permits, authorizations, or approvals within one (1) year of the Effective Date of this License, this License shall automatically terminate.

Section 3.2 Within thirty (30) days of the Effective Date of this License, Licensee shall pay to City a one-time payment in the amount of Three Thousand and No/100 Dollars ($3,000.00) (“Signing Bonus”) as partial reimbursement of Lessor’s costs incurred for processing and documenting this License. This Signing Bonus is non-reimbursable.

Section 4. License Term; Renewal Term. The initial term of this License shall be five (5) years (“Initial Term”), commencing on the Effective Date. The Initial Term of this License shall expire at Midnight on the day before the fifth (5th) anniversary of the Effective Date. Unless either party gives written notice of its intention not to extend the License to the other party at least six (6) months prior to the end of the Initial Term or Renewal Term, as applicable and then in effect, and provided Licensee is not in default under this License, this License shall automatically be extended upon the expiration of the Initial Term, or Renewal Term, as applicable, for three (3) additional terms of five (5) years each (“Renewal Term”), subject to all terms and conditions of this License. The Initial Term and Renewal Term shall be collectively known as the “Term”.

Section 5. License Fee; Increases; Late Payments. Commencing on the first day of the month immediately following the Effective Date, Licensee shall pay City on or before the fifth (5th) day of each calendar month in advance, Three Thousand Five Hundred and No/100 Dollars ($3,500.00) (“License Fee”), at the address set forth above. In any partial month occurring after the Effective Date, the License Fee will be prorated. Each year on the anniversary of the Effective Date, the License Fee shall increase annually and shall be calculated using the formula that follows:
new License Fee = (current License Fee) x (CPI percentage increase) + (current Licensee Fee)
Item 1K - Page 10
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

provided that, notwithstanding anything herein to the contrary, in no event will the increase in the License Fee be less than four percent (4%) or greater than eight percent (8%) of the License Fee in effect immediately prior to such increase. "CPI" means the Consumer Price Index (CPI) - Urban Wage Earners and Clerical Workers for Riverside-San Bernardino-Ontario, CA (“CPI Index”) published for the month that is three (3) months preceding the adjustment date compared to the CPI Index published twelve (12) months before the month that is three (3) months preceding the adjustment date. The License Fee shall be payable without offset or deduction by check sent to City's address specified below or to any other person or firm as City may, from time to time, designate in writing at least sixty (60) days in advance of any License Fee due date. If, at any time, Licensee fails to make timely payment, interest shall accrue on the past due amount at the rate of ten percent (10%) per month or the maximum allowable by law, whichever is less, until the License Fee any all accumulated interest is paid in full. This right to collect interest is in addition to all rights of City to terminate this License for non-payment pursuant to Section 8 of this License.

Section 6. Holdover. If the Communications Facility or any part thereof is still on the Property, or Licensee is still conducting any activities or operations on the Property, or is otherwise using the Property without a written agreement with City after expiration of the License Term, or, if applicable, the Renewal Term, such possession or use shall be deemed a holdover use under the same terms and conditions of this License, except that the License Fee shall be one hundred fifty percent (150%) of the License Fee in effect at the expiration of the License Term or, if applicable, the Renewal Term, and shall be payable in advance in equal monthly installments. Nothing contained herein shall grant Licensee the right to holdover after the expiration of the License Term or, if applicable, the Renewal Term and notwithstanding the payment of license fees during the holdover period, City shall have the right to require Licensee to vacate the Property at any time upon thirty (30) days written notice.

Section 7. Temporary Relocation. Licensee understands and agrees that from time to time during the License Term and/or the Renewal Term, City may require Licensee to remove and/or relocate all or portions of the Communications Facility from the Licensed Area temporarily at Licensee’s expense in order for City to exercise its Paramount Rights at the Property. City shall endeavor to give Licensee at least sixty (60) days prior written notice of the necessity to relocate the Communications Facility for the temporary period, and will use good faith efforts to provide temporary space at the Property, or another mutually acceptable City location for such temporary relocation; provided Licensee is not in default under this License. Licensee shall be solely responsible at its cost for obtaining any necessary permits and otherwise complying with all laws, permits, and other rules and regulations of any public entity applicable in connection with the temporary relocation of its Communications Facility. Licensee acknowledges that in case of emergency (as determined by City in its sole discretion), the notice period for temporary relocation may be shortened. Notwithstanding any relocation or any shortened notice period, the License shall continue without abatement of the License Fee unless City is unable to provide space for temporary relocation and as a result Licensee is required to cease to operate its Communications Item 1K - Page 11
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Facility for a period of more than fourteen (14) days in which event Licensee shall be entitled to an abatement of the License Fee equivalent to the number of full days in excess of fourteen (14) days during which Licensee was unable to operate its Communications Facility multiplied by 1/365 of the License Fee applicable during such period. City will calculate and refund such abatement amount without interest within sixty (60) days after the end of the temporary relocation period.

At the end of the temporary relocation period, Licensee shall at its cost return the relocated Communications Facility to the Licensed Area, unless the parties mutually agree that the Communications Facility may remain at the temporary location in which case the parties shall memorialize such agreement by an amendment to this License. Licensee shall have a right to terminate this License upon thirty (30) days prior written notice to City if any temporary relocation exceeds ninety (90) days, or if City requires Licensee to relocate the Communications Facility more than one (1) time during the License Term, or more than one (1) time during the Renewal Term. If the License is terminated for such reason, City shall refund unused months of the License Fee on a proportionate basis, but Licensee shall not be entitled to reimbursement or payment by City of any further expenses or costs it may incur by reason of its election to terminate this License hereunder.

Section 8. City’s Termination. In addition to other rights of termination and revocation City has under this License, City may terminate and revoke this License prior to expiration of the License Term or Renewal Term, if applicable, in any of the following circumstances: By giving Licensee twelve (12) months prior written notice, if City determines in its sole discretion that the Licensed Area is necessary for the exercise of its Paramount Rights at the Property or City decides to sell or otherwise dispose of its fee ownership of the Property. Upon notice of termination and revocation under this Section, City shall make a good faith effort to permit Licensee to relocate the Communications Facility to another of City’s sites prior to termination of the License, provided Licensee assumes all costs of any such relocation.

Section 8.2 By giving Licensee sixty (60) days prior written notice, if Licensee fails to maintain and repair the Communications Facility according to the requirements of the License and fails to cure such non-compliance in response to any City request for such repairs within thirty (30) days or within such shorter time specified by City in such written request. Further, if City in its sole discretion determines that the Communications Facility is in a state of disrepair which imminently endangers the health and safety of City employees and other users of the Property, City may terminate the License and take steps to address the situation immediately without prior notice to Licensee, provided that City shall thereafter notify Licensee of the situation, and Licensee shall reimburse City for its actual costs incurred to take such action.

Section 8.3 If Licensee fails to pay the License Fee when due, City may, after giving ten (10) days prior written notice to Licensee, terminate and revoke this License and seek other Item 1K - Page 12
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

remedies, as appropriate, under the laws of the State of California, unless Licensee cures such default by payment of the License Fee and accrued interest charges within such notice period.

Section 8.4 If Licensee fails to perform or observe any of terms or conditions of this License, City may, after giving thirty (30) days prior written notice to Licensee terminate and revoke this License and seek other remedies, as appropriate, under the laws of the State, unless Licensee cures such default within such notice period.

Section 9. Licensee’s Limited Termination Right. It is understood and agreed that Licensee’s ability to use the Property is contingent upon Licensee continually maintaining in full force and effect, after the Effective Date, all the certificates, permits, and other approvals that are required by any federal, state, or local authorities. In the event that any certificate, permit, license, or approval issued to Licensee is canceled, expires, lapses, or is otherwise withdrawn or terminated by any governmental authority so that Licensee is unable to use the Property for its intended purposes, Licensee may terminate this License upon ninety (90) days written notice to City, except that those terms that by their nature survive termination such as Licensee’s obligations to remove the Communications Facility and restore the Property , and the indemnity obligation shall survive in accordance with the terms of this License.

Section 10. Licensee’s Installation, Ownership, Operation and Maintenance; FCC Regulations, Emissions Testing; Compliance with Law.

Section 10.1 Licensee shall install, construct and maintain the Communications Facility in accordance with this License.

Section 10.2 It is expressly understood and agreed that any and all fixtures and equipment of whatsoever nature at any time constructed or placed on the Property by Licensee shall be and remain the personal property of Licensee. Licensee shall have the right at any time during the License Term, and the Renewal Term, if applicable, to remove any and all fixtures and equipment owned or placed by Licensee in, under, or upon the Licensed Area.

Section 10.3 Licensee, at Licensee’s sole cost and expense shall keep and maintain, or cause to be kept and maintained, the Communications Facility in a state of good appearance and repair, reasonable wear and tear excepted. Upon City’s written request, Licensee shall complete all such work at its sole expense within thirty (30) days of receipt of such notice. If the Licensee fails to comply with this Section, the City may complete or cause to be completed the work, and Licensee shall reimburse the City for such invoiced costs within thirty (30) days of receipt.

Section 10.4 Licensee shall, at its sole cost and expense, protect, replace and provide any landscaping required in its permits to shield the Communications Facility on the Property and shall promptly replace any City landscaping damaged by Licensee’s activities. Upon City’s written request, Licensee shall complete all such work at its sole expense within thirty (30) days of receipt Item 1K - Page 13
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

of such notice. If the Licensee fails to comply with this Section, the City may complete or cause to be completed the work, and Licensee shall reimburse the City for such invoiced costs within thirty (30) days of receipt.

Section 10.5 Licensee shall, at its sole cost and expense, repair any damage it may cause to the Licensed Area, access areas, means of ingress or egress, or any Access Easement. Upon City’s written request, Licensee shall repair any such damage at its sole expense within thirty (30) days of receipt of such notice. If the Licensee fails to comply with this Section, the City may complete or cause to be completed the work, and Licensee shall reimburse the City for such invoiced costs within thirty (30) days of receipt.

Section 10.6 Licensee shall have a separate meter installed for Licensee's electrical power consumption, whereupon Licensee shall be solely responsible for payment of all of its electrical utilities costs. No other connection is authorized by this License, and no other fuels of any type shall be used or stored by Licensee within the Licensed Area without the advance written consent of City.

Section 10.7 In addition to compliance with specific laws otherwise described in this License, Licensee shall comply, and will ensure that its contractors and representatives will comply, with all regulations and requirements of the FCC and the California Public Utilities Commission, and all other federal, state and local laws, ordinances, rules and regulations, including health and safety requirements, pertaining to the construction, installation, operation and maintenance of the Communications Facility and work on the Property during the License Term and Renewal Term, and in conjunction with any activities undertaken on the Property by Licensee either prior to the Effective Date, or after expiration of this License. Requirements of the federal Occupational Safety and Health Administration (OSHA) and the California Division of Occupational Safety and Health (CAL-OSHA), whichever is stricter, shall be adhered to at all times during any activities on the Property by Licensee and its contractors or other representatives.

Licensee shall have a safety and injury prevention program in place for the construction, installation, operation and maintenance of the Communications Facility and work on the Property, if required by laws or regulations. If required by law or regulation, a copy of any such program shall be on the Property at all times.

Section 11. Removal & Restoration. Prior to the expiration of the License or within thirty (30) days of the earlier termination of the License, Licensee shall (1) remove all of the Communications Facility at its sole expense and (2) repair any damage to the Licensed Area caused by such removal and shall return the Licensed Area to the condition which existed before the Effective Date, reasonable wear and tear excepted. If the Licensee fails to remove its Communications Facility and restore the Licensed Area as required by this Section, the City may complete or cause to be completed the work, and Licensee shall reimburse the City for such invoiced costs within thirty (30) days of receipt.

Item 1K - Page 14
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Section 12. Prior Communications Facilities on Property, City Communications Systems; Non-interference.

Section 12.1 Licensee acknowledges and understands that there may be communications facilities on Property belonging to one or more third parties (referred to as the “Prior User(s)”) that has entered into an agreement(s) (the “Prior Use Agreement(s)”) with City, pursuant to which the Prior User(s) has(ve) been permitted to install and operate communications equipment on the Property. Where applicable, Licensee represents and warrants that prior to the execution of this License, Licensee has determined that the Prior Users present no material interference with Licensee’s intended use within the Licensed Area.

Section 12.2 Licensee shall operate the Communications Facility in a manner that will not cause harmful interference to (i) the City’s use of the Property, or (ii) any communications equipment operated and/or owned by the Prior User(s) as of the Effective Date, provided that the Prior User(s) operates its communications equipment in accordance with the terms of the Prior Use Agreement(s). If Licensee’s Communications Facility causes such harmful interference, Licensee will immediately take all steps necessary to correct and eliminate the interference, including but not limited to, at Licensee’s option, powering down such equipment and later powering up such equipment for intermittent testing. If such interference cannot be corrected or powered down within two (2) days after Licensee is advised of such interference, City may require that Licensee cease (or cause the cessation of) operation of the interfering equipment until such interference can be so corrected at which time the operation of such equipment may resume.

Section 12.3 Licensee further acknowledges that City assumes no risk or liability for any interference with Licensee’s use of the Property which results from the operation of communications equipment on the Property by the Prior User(s) under the Prior Use Agreement(s) and agrees that City shall be held harmless from claims due to any such interference, pursuant to the indemnification terms set forth in Section 16 herein.

Section 12.4 City reserves the right to license other portions of the Property to third parties during the License Term and Renewal Term, if applicable. If, subsequent to the installation of the Communications Facility, the new third party equipment on the Property causes harmful interference with the Communications Facility, Licensee shall use its best efforts to resolve the interference issues in cooperation with the owner and operator of the new equipment without involving City personnel. If any such subsequent users cannot correct such harmful interference within ten (10) business days of Licensee’s written notification thereof to City, Licensee may terminate this License upon sixty (60) days written notice to City and obtain a refund of prepaid unused amounts of the License Fee, or seek injunctive or other legal relief against/from such subsequent third party users. The refund shall be Licensee’s sole and exclusive remedy and recovery as against City for any interference, and Licensee hereby waives any other rights or remedies it may have at law or in equity against City related thereto. The parties recognize and Item 1K - Page 15
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

agree that it is the intention of this Section 10 that City not become embroiled in any disputes or proceedings between Licensee and any other users of the Property, and/or expend funds as a result thereof; therefore, Licensee agrees to indemnify, defend, and hold harmless the City against any claim related to or arising from any disputes or proceedings between Licensee and any other users of the Property.

Section 12.5 Nothing contained in this Section 12 or elsewhere in this License is intended to confer any rights or remedies under, or by reason of this License on, or waive any claims against, or adversely affect any rights of, any person or entity other than the parties hereto.

Section 13. Performance Bond. On or before the Effective Date, Licensee shall obtain a faithful performance bond, in the amount sufficient to cover one hundred percent (100%) of the costs and expenses required for the removal of Licensee’s equipment from the Licensed Area and restoration of the Property following the expiration or earlier termination of the License, from a bond company duly licensed to do business in California in favor of City (the "Bond"). The Bond shall secure (1) Licensee's removal of its equipment from the Licensed Area and restoration of the Property following the expiration or earlier termination of the License, and (2) the recovery of any unpaid sums duly owed to the City under this License. The Bond shall be maintained in force by Licensee throughout the License Term and Renewal Term, if applicable. Licensee agrees to deliver to City a copy of the Bond prior to commencement of construction activities on the Licensed Area (or if the License is a renewal for a previously constructed facility, prior to full execution of the License). Prior to the commencement of any Renewal Term, City and Licensee shall review the amount of the Bond to assess whether the amount of the Bond is reasonably sufficient to cover then current removal and restoration costs. If it is reasonably determined to be insufficient, Licensee shall obtain and maintain in force a Bond for such additional amount that City reasonably determines to be sufficient.

Section 14. Environmental.

Section 14.1 For purposes of this License, the term “Hazardous Substances” means: (a) any substance, products, waste, or other material of any nature whatsoever which is or becomes listed, regulated, or addressed pursuant to the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), 42 United States Code Section 9601 et seq.; the Resources Conservation and Recovery Act, 42 United States Code Section 6901 et seq.; the Hazardous Materials Transportation Conservation and Recovery Act, 42 United States Code Section 1801 et seq.; the Clean Water Act, 33 United States Code Section 1251 et seq.; the Toxic Substances Control Act, 15 United States Code Section 2601 et seq.; the California Hazardous Waste Control Act, Health and Safety Code Section 25100 et seq.; the Hazardous Substance Account Act, Health and Safety Code Section 25330 et seq.; the California Safe Drinking Water and Toxic Enforcement Act, Health and Safety Code Section 25249.5 et seq.; California Health and Safety Code Section 25280 et seq. (Underground Storage of Hazardous Substances); the Item 1K - Page 16
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

California Hazardous Waste Management Act, Health and Safety Code Section 25170.1 et seq.; California Health and Safety Code Section 25501 et seq. (Hazardous Materials Release Response Plans and Inventory); or the California Porter-Cologne Water Quality Control Act, Water Code Section 13000 et seq., all as amended; or any other federal, state, or local statute, law, ordinance, resolution, code, rule, regulation, order or decree regulating, relating to, or imposing liability or standards of conduct concerning any Hazardous Substance, now or at any time hereinafter in effect; (b) any substance, product, waste or other material of any nature whatsoever which may give rise to liability under any of the above statutes or under any statutory or common law theory based on negligence, trespass, intentional tort, nuisance or strict liability or under any reported decisions of a state or federal court; (c) petroleum or crude oil, other than petroleum and petroleum products which are contained within regularly operated motor vehicles; and (d) asbestos.

Section 14.2 Except as otherwise specifically permitted under the terms of this License, Licensee shall not use, create, generate, store, deposit, dispose of or allow any Hazardous Substances on, under, about or within the Property or Licensed Area in violation of any federal, state, or local law, rule, regulation, order, decree or other requirement listed in this Section 14.

Batteries for emergency power and fuel for temporary generators during power outages may only be used or stored on-site with the prior written approval of City. On site use, but not storage, of ordinary paints, solvents and similar substances commonly used in small quantities and necessary for maintenance of Licensee’s Communications Facility are excepted from the preceding prohibition of use by Licensee of Hazardous Substances on the Licensed Area and the Property, so long as Licensee complies with all applicable federal, state and local laws rules and regulations governing the use of such items.

Section 14.3 Unless listed in Exhibit B, no underground or above ground storage tanks shall be installed on Licensed Area.

Section 14.4 City or its officers, employees, contractors, or agents shall at all times have the right to go upon and visually inspect the Licensed Area and the operations conducted thereon to assure compliance with the requirements herein stated. This inspection may also include taking samples for chemical analysis of substances and materials present and/or testing soils on the Licensed Area and taking photographs. Except in case of emergency, City will not take samples or test soils on the Licensed Area without providing Licensee with reasonable notice and the opportunity to have a representative present.

Section 14.5 Licensee shall, within forty-eight (48) hours of the discovery by Licensee of the presence of, or believed presence of, a Hazardous Substance as defined herein, give written notice to City in the event that Licensee knows or has reasonable cause to believe that any release of Hazardous Substance has come or will come to be located on, under, about or within the Licensed Area. The failure to disclose in a timely manner the release of a Hazardous Substance by Licensee, including but not limited to, an amount which is required to be reported to a state or Item 1K - Page 17
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

local agency pursuant to law (e.g., California’s Hazardous Materials Storage and Emergency Response Act, Health and Safety Code Section 25550 et seq.) shall be grounds for termination of this License by City in addition to actual damages and other remedies provided by law. Licensee shall immediately clean up and completely remove all Hazardous Substances placed by Licensee on, under, about or within the Licensed Area or the Property, in a manner that is in all respects safe and in accordance with all applicable laws, rules and regulations.

Section 14.6 In the event Hazardous Substances are discovered, Licensee shall disclose to City the specific information regarding Licensee’s discovery of any Hazardous Substances placed on, under, about or within the Licensed Area or the Property by Licensee, and provide written documentation of its safe and legal disposal.

Section 14.7 Breach of any of these covenants, terms, and conditions, and Licensee’s failure to cure within thirty (30) days of Licensee’s receipt of written notice from City, shall give City the authority to either immediately terminate this License or to shut down Licensee’s operations thereon, at the sole discretion of City. In either case, Licensee will continue to be liable under this License to remove and mitigate all Hazardous Substances placed by Licensee on, under, about or within the Licensed Area or the Property. Licensee shall be responsible for, and bear the entire cost of removal and disposal of, all Hazardous Substances introduced to the Licensed Area or the Property by Licensee during Licensee’s period of use and possession of the Licensed Area.

Upon termination of this License, Licensee shall, in accordance with all laws, remove from the Licensed Area any equipment or improvements placed on the Licensed Area by Licensee that may be contaminated by Hazardous Substances.

Section 15. Insurance. During the life of this License, Licensee shall procure and maintain in effect throughout the term of this License, all policies of insurance required hereunder with an insurance company(ies) either (i) authorized by the California Insurance Commissioner to do business in the State of California and rated not less than "A- VII" in Best's Insurance Rating Guide. The following policies of insurance are required:

Section 15.1 COMMERCIAL GENERAL LIABILITY insurance which shall be at least as broad as the most current version of Insurance Services Office (ISO) Commercial General Liability Coverage Form CG 00 01 and include insurance for “bodily injury,” “property damage” and “personal and advertising injury” with coverage for premises and operations (including the use of owned and non-owned equipment), products and completed operations, and contractual liability (with limits of liability of not less than the following:
$2,000,000 per occurrence for bodily injury and property damage $1,000,000 per occurrence for personal and advertising injury $4,000,000 aggregate for products and completed operations $4,000,000 general aggregate
Item 1K - Page 18
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Section 15.2 COMMERCIAL AUTOMOBILE LIABILITY insurance which shall be at least as broad as the most current version of Insurance Service Office (ISO) Business Auto Coverage Form CA 00 01, and include coverage for all owned, hired, and non-owned automobiles or other licensed vehicles (Code 1 Any Auto) with limits of liability of not less than $2,000,000 per accident for bodily injury and property damage.

Section 15.3 WORKERS' COMPENSATION insurance as required under the California Labor Code.

Section 15.4 EMPLOYERS’ LIABILITY insurance with limits of liability of not less than $1,000,000 each accident, $1,000,000 disease policy limit and $1,000,000 disease each employee.

Section 15.5 PROPERTY insurance against all risks of loss to the Communication Facility, at full replacement costs with no coinsurance penalty provision.

Section 15.6 In the event Licensee purchases an Umbrella or Excess insurance policy(ies) to meet the minimum limits of insurance set forth above, this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies).

Section 15.7 Licensee shall be responsible for payment of any deductibles contained in any insurance policies required hereunder and Licensee shall also be responsible for payment of any self-insured retentions. Any deductibles or self-insured retentions must be declared to, and approved by, the City Administrative Officer or his/her designee in his/her sole discretion. At the option of the City Administrative Officer or his/her designee, either (i) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees, agents and volunteers; or (ii) Licensee shall provide a financial guarantee, satisfactory to the City Administrative Officer or his/her designee in his/her sole discretion, guaranteeing payment of losses and related investigations, claim administration and defense expenses. At no time shall City be responsible for the payment of any deductibles or self-insured retentions. All policies of insurance required hereunder shall be endorsed to provide that the coverage shall not be cancelled, non-renewed, reduced in coverage or in limits except after thirty (30) calendar day written notice has been given to City. Upon issuance by the insurer, broker, or agent of a notice of cancellation, non-renewal, or reduction in coverage or in limits, Licensee shall furnish City with a new certificate and applicable endorsements for such policy(ies). In the event any policy is due to expire during the term of this License, Licensee shall provide a new certificate, and applicable endorsements, evidencing renewal of such policy not less than ten (10) calendar days prior to the expiration date of the expiring policy.

Section 15.8 The General Liability and Automobile Liability insurance policies shall be written on an occurrence form. The General Liability (including ongoing operations and completed operations) and Automobile Liability insurance policies shall include City, its officers, Item 1K - Page 19
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

officials, employees, agents and volunteers as an additional insured by endorsement as respects to this Agreement on CG 20 10 (ongoing operations) and CG 20 37 (completed operations) or their equivalent. The General Liability and Automobile Liability insurance policies of insurance shall be endorsed so Licensee’s insurance shall be primary and no contribution shall be required of City, its officers, officials, employees, agents or volunteers. Any Workers’ Compensation insurance policy shall contain a waiver of subrogation as to City, its officers, officials, employees, agents and volunteers. The Property self-insurance shall include City as a joint loss payee and must be declared to, and approved by City. Licensee must provide City with the Property self-insurance information prior to the execution of this License. The coverage(s) shall contain no special limitations on the scope of protection afforded to City, its officers, officials, employees, agents and volunteers. In the event of denial of a claim, Licensee’s insurance with broader coverage and/or limits of liability greater than those shown above, City shall be entitled to the broader coverage and/or the higher limits of liability maintained by Licensee. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

Section 15.9 To the extent permitted by law, Licensee and its insurers shall waive all rights of contribution, recovery and subrogation against City, its officers, officials, employees and agents on account of any injury, death or property damage to any person, including any injury or death to the Licensee, its principles, officers, employees, agents, contractors, subcontractors, consultants, sub-consultants, invitees, or Licensee’s property or the property of others under Licensee’s care, custody and control. Licensee shall give notice to its insurers that this waiver of subrogation is contained in this License. Licensee self-insures its property coverage and in satisfaction of the waiver of subrogation requirement, Licensee will include the City as joint loss payee to the extent of the City's insurable interest which would have been covered had Licensee purchased property insurance. This requirement shall survive expiration or termination of this License.

Section 15.10 Licensee shall furnish City with all certificate(s) and applicable endorsements effecting coverage required hereunder. All certificates and applicable endorsements are to be received and approved by City prior to City’s execution of this License. In the event that City has tendered a claim to Licensee, or its insurer, or its insurer has denied coverage to City, Licensee (in a local Palm Springs office) will make available to City within fifteen (15) days of City’s written request to Licensee, a copy of actual, authentic and applicable insurance policies for review (but not for copying, faxing or otherwise reproducing any part of any policy or other insurance correspondence), subject to City first executing Licensee's standard non-disclosure agreement. The policy review is limited to no more than three days during a consecutive sixmonth period and must be conducted during Licensee’s normal business hours while City’s representative is accompanied by a Licensee Risk Management professional. Upon completion of review no copies will be made and all policies will be returned to Licensee’s Corporate Risk Item 1K - Page 20
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Management Department. This requirement shall survive expiration or termination of this License.

Section 15.11 If at any time during the life of this License or any extension, Licensee or any of its contractors, subcontractors, consultants or sub-consultants fail to maintain any required insurance in effect, all work under this License shall be discontinued immediately, until notice is received by City that the required insurance has been restored and that the premiums therefore have been paid. Any failure to maintain the required insurance shall be sufficient cause for City to terminate this License. No action taken by City hereunder shall in any way relieve Licensee of its responsibilities under this License.

Section 15.12 The fact that insurance is obtained by Licensee shall not be deemed to release or diminish the liability of Licensee, including, without limitation, liability under the indemnity provisions of this License. The duty to indemnify City shall apply to all claims and liability regardless of whether any insurance policies are applicable. The required limits do not act as a limitation upon the amount of indemnification to be provided by Licensee. Purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Licensee, its principals, officers, agents, employees, persons under the supervision of Licensee, vendors, suppliers, invitees, consultants, sub-consultants, subcontractors, or anyone employed directly or indirectly by any of them.

Section 15.13 If it is necessary for Licensee to contract for the design, construction and/or maintenance of the Communication Facility, Licensee shall require each consultant and contractor to provide insurance protection in favor of City, its officers, officials, employees, agents and volunteers in accordance with the terms of each of the preceding paragraphs, except that the consultant’s and contractor’s certificates and endorsements shall be on file with Licensee and City prior to the commencement of any work by the consultant and/or contractor.

Section 16. Indemnification. To the furthest extent allowed by law, Licensee shall indemnify, hold harmless and defend City and its officers, officials, employees, agents and volunteers from any and all loss, liability, fines, penalties, forfeitures, costs and damages (whether in contract, tort or strict liability, including but not limited to personal injury, death at any time and property damage, including damage by fire or other casualty) incurred by City, Licensee, or any other person, and from any and all claims, demands and actions in law or equity (including attorney's fees and litigation expenses), arising or alleged to have arisen directly or indirectly out of Licensee’s: (i) occupancy, maintenance and/or use of the Licensed Area and/or Communications Facility; or (ii) performance of, or failure to perform, this License. Licensee’s obligations under the preceding sentence shall apply to any negligence of City, but shall not apply to any loss, liability, fines, penalties, forfeitures, costs or damages caused solely by the gross negligence, or by the willful misconduct, of City or its officers, officials, employees, agents or volunteers.

Item 1K - Page 21
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Section 16.1 Licensee’s occupancy, maintenance and use of the Licensed Area and Communications Facility shall be at Licensee’s sole risk and expense. Licensee accepts all risk relating to Licensee’s: (i) occupancy, maintenance and/or use of the Licensed Area and/or Communications Facility; and (ii) the performance of, or failure to perform, this License. City shall not be liable to Licensee or Licensee’s insurer(s) for, and Licensee and its insurer(s) hereby waives and releases City from, any and all loss, liability, fines, penalties, forfeitures, costs or damages resulting from or attributable to an occurrence on or about the Licensed Area in any way related to the Licensee’s operations and activities. Licensee shall immediately notify City of any occurrence on the Premises resulting in injury or death to any person or damage to property of any person.

Section 16.2 If it is necessary for Licensee to contract for the design, construction and/or maintenance of the Communication Facility, Licensee shall require each consultant and contractor to indemnify, hold harmless, defend and release City and its officers, officials, employees, agents and volunteers in accordance with the terms of the preceding paragraphs. The section shall survive termination or expiration of this License.

Section 17. Jurisdiction and Venue. This License shall be construed in accordance with and governed by the laws of the State of California. Any legal action or proceeding brought to interpret or enforce this License, or which in any way arises out of the Parties’ activities undertaken pursuant to this License, shall be filed and prosecuted in the appropriate California State Court in the County of Riverside, California. Each Party waives the benefit of any provision of state or federal law providing for a change of venue to any other court or jurisdiction including, without limitation, a change of venue based on the fact that a governmental entity is a party to the action or proceeding, or that a federal right or question is involved or alleged to be involved in the action or proceeding. Without limiting the generality of the foregoing waiver, Permittee expressly waives any right to have venue transferred pursuant to California Code of Civil Procedure Section 394.

Section 18. Entire Agreement; Amendment. This License constitutes the entire understanding between the parties with respect to the subject matter hereof, superseding all negotiations, prior discussions and agreements made prior to the date hereof. In the event there is an existing lease or license between Licensee (or its predecessor-in-interest) and City covering the Licensed Area, it is agreed and understood that this License shall cancel, supersede and terminate said prior lease or license as of the Effective Date of this License. This License may not be modified except in a writing executed by both parties.

Section 19. Paragraph Heading and Construction. The section headings contained in this License shall not be considered to be a part hereof for purposes of interpreting or applying this License, but are for convenience only.

Item 1K - Page 22
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Section 20. Binding on Successors; No Third-Party Beneficiaries. This License, and all of the provisions hereof, shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, successors, and assigns. No customer, other person or entity other than the parties shall be deemed to be a third-party beneficiary hereof, and nothing in this License, either express or implied, is intended to confer upon any customer or other person or entity, other than the parties and their respective successors and assigns, any rights, remedies, obligations or liabilities under or by reason of this License.

Section 21. Independent Contractors. Licensee’s contractors, agents and representatives are independent contractors of Licensee, and are not employees or independent contractors of City while on the Property, or while engaged in any work on the Property, including the construction, installation, maintenance or operation of the Communications Facility.

Section 22. Limited Assignment/ Sub-licensing.

Section 22.1 This License, or the license interest of Licensee in the Property, shall not be assigned by Licensee except with the prior written consent of City which consent may be withheld in the City’s sole discretion.

Section 22.2 Licensee may, without City’s consent but upon at least sixty (60) days prior written notice to City, from time to time assign this License in its entirety (i) to any entity which has, directly or indirectly, a fifty-one percent (51%) or greater interest in Licensee (a “Parent”), or to any entity in which Licensee or a Parent has a fifty-one percent (51%) or greater interest. Any such assignment shall not be effective unless and until the assignee executes and delivers to City a written assumption of all Licensee’s obligations under this License.

Section 22.3 Licensee may sublicense the Licensed Area to any qualified third party communications provider consistent with this License and subject to the advance written consent of City, which consent may be withheld in the City’s reasonable discretion. Prior to doing so, Licensee shall notify City. Upon execution of such sublicense, Licensee shall pay City as additional rent fifty percent (50%) of all revenue received from such sublicensee (“Collocation Fee”). The Collocation Fee shall be paid in the same manner and subject to the same requirements and conditions as the License Fee. However, in no event shall the Collocation Fee be less than Fourteen Thousand Five Hundred Dollars ($14,500) per annum. This minimum amount shall be adjusted through the term of this License in the same manner as the License Fee. Moreover, in the event that such sublicensee requires additional ground space outside of the Premises, it shall enter into a separate license with City to do so or this License may be amended to provide for such additional space. City may grant or deny such requests in its sole discretion, including conditioning execution of such new or amended agreements on the payment of additional rent.

Section 22.4 Any attempted or unauthorized assignment or sub-license shall be void and shall be cause for immediate termination of this License by City. The acceptance of License Fees Item 1K - Page 23
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

by City from any person other than Licensee or an authorized assignee shall not be deemed to be a waiver by City of any provision hereof. Consent to one assignment shall not be deemed consent to any subsequent assignment.

Section 22.5 Requests for consent to assignments shall be submitted to City to the address set forth in Section 24 (“Notice”).

Section 23. Attorneys’ Fees. Should either party institute arbitration or legal or other proceedings against the other for or on account of its failure or refusal to perform or fulfill any of the covenants or conditions of this License on its part to be performed or fulfilled, then the prevailing party in such action or proceeding shall receive from the other party attorney’s fees and costs as adjudged reasonable by the arbitrator, or court.

Section 24. Notice. All notices, requests, and demands hereunder will be given in writing by first class, certified or registered mail, return receipt requested, or by a nationally recognized overnight courier, postage prepaid, to be effective when properly sent and received, refused or returned undelivered. Notices, requests and demands will be addressed to the parties as follows:

If to Licensee:

New Cingular Wireless PCS, LLC
Attn: Network Real Estate Administration
Re: Cell Site #: CSL05482; Cell Site Name: Palm Springs (CA) Fixed Asset #: 14059611
1025 Lenox Park Blvd. NE, 3rd Floor
Atlanta, Georgia 30319
Copy to:

New Cingular Wireless PCS, LLC
Attn.: Legal Dept – Network Operations
Re: Cell Site #: CSL05482; Cell Site Name: Palm Springs (CA) Fixed Asset #: 14059611
208 S. Akard Street
Dallas, TX 75202-4206
If to City:

City of Palm Springs
Attn: City Manager
3200 East Tahquitz Canyon Way
Palm Springs, CA 92262
Item 1K - Page 24
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Copy to:

City of Palm Springs
Attn: City Attorney
3200 East Tahquitz Canyon Way
Palm Springs, CA 92262
Either party may change the address or persons to which notices are to be sent to it by giving thirty (30) days’ prior written notice of such change to the other party in the manner provided herein.

Section 25. Counterparts. This License may be executed in counterparts, each of which shall be deemed to be an original.

Section 26. Representations and Warranties. Each party represents and warrants that this License constitutes a legal, valid and binding obligation of such party, and is enforceable against such party in accordance with the terms set forth in the License. Licensee acknowledges and agrees that Licensee is not entitled to relocation assistance, or any other benefits under the Uniform Relocation Assistance Act, or any other applicable provision of law upon termination of this License.

Section 27. NO WARRANTY.

LICENSEE’S RIGHT TO USE THE LICENSED AREA AND THE PROPERTY IS STRICTLY ON AN “AS IS” BASIS WITH ALL FAULTS. CITY MAKES NO REPRESENTATION OR

WARRANTY OF ANY KIND AS TO THE PRESENT OR FUTURE CONDITION OF OR SUITABILITY OF THE PROPERTY OR THE LICENSED AREA FOR LICENSEE’S USE

AND DISCLAIMS ANY AND ALL WARRANTIES EXPRESS OR IMPLIED WITH RESPECT

TO THE PHYSICAL, STRUCTURAL, OR ENVIRONMENTAL CONDITION OF THE

PROPERTY, AND LICENSED AREA AND THE MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. LICENSEE IS SOLELY RESPONSIBLE FOR INVESTIGATION

AND DETERMINATION OF THE CONDITION AND SUITABILITY OF THE PROPERTY, AND LICENSED AREA FOR LICENSEE’S INTENDED USE.

Section 28. Taxes. City hereby provides notice pursuant to California Revenue and Taxation Code Section 107.6, and Licensee acknowledges that this License may create a possessory interest and Licensee may be subject to property taxes levied on such interest, as described in California Revenue and Taxation Code Section 107. Licensee shall pay, when due, all real and personal property taxes, fees and assessments, assessed against the Licensed Area and the Communications Facility and shall reimburse City for any increase in real property or possessory interest taxes levied against the Property as a result of the improvements constructed by Licensee on the Licensed Area only for so long as this License has not expired of its own terms or is not terminated by either party.

Item 1K - Page 25
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Section 29. Time. Time is of the essence of this License.

Section 30. Incorporation of Recitals. All of the recitals hereof are incorporated by this reference and are made a part hereof as though set forth at length herein.

Section 31. Survival. All terms that by their nature should survive termination of this License shall survive, including but not limited to payment of amounts owed and indemnification obligations.

Section 32. The following exhibits are incorporated in this License:

Exhibit A Property- Legal Description
Exhibit B Description and Depiction of Licensed Area (Site Plan) and Communications Facility (Equipment List)
Section 33. Binding Authority/Authorized Representatives. Each of the parties represents and warrants that it has the full right, power, legal capacity, and authority to enter into and perform its obligations hereunder and that those obligations will be binding upon that party without the approval or consent of any other person or entity. Each person executing this License represents and warrants he/she has been duly authorized to execute the same. [Signatures Follow on Next Page]
Item 1K - Page 26
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

IN WITNESS WHEREOF, the parties hereto have executed this License as of the day and year first written above.
“City”: “Licensee”:

CITY OF PALM SPRINGS, NEW CINGULAR WIRELESS, LLC,
a municipal corporation a Delaware limited liability company By: AT&T Mobility Corporation
Its: Manager
By: _____________________________ By: ______________________________ City Manager
Title: ______________________________
Item 1K - Page 27
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Exhibit A Property- Legal Description
Parcel A:

All that portion of Parcel 1 of Parcel Map No. 13574, in the City of Palm Springs, County of Riverside, State of California, as recorded in Parcel Map Book 73 at Page 52, records of Riverside County, California, described as follows:

Beginning at the Northeast corner of said Parcel 1, the following three courses being along the East and Southerly lines of said Parcel 1, thence South 00° 00' 22" West, a distance of 50.00 feet to the true point of beginning;
Thence continuing South 00° 00' 22" West a distance of 119.08 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 20.00 feet; Thence Southwesterly along said curve through a central angle of 89° 52' 45" and a length of

31.37 feet;
Thence South 89° 53' 07" West a distance of 122.17 feet; Thence North 00° 05' 27" West a distance of 139.02 feet; Thence North 89° 52' 48" East a distance of 142.36 feet to the point of beginning.

Together with that portion of South Indian Canyon Drive vacated and abandoned by that certain Resolution No. 20503, recorded December 23, 2002, as Instrument No. 2002-770907, of Official Records, which would pass by operation of law.

Parcel B:

All that portion of Parcel 1 of Parcel Map No. 13574, in the City of Palm Springs, County of Riverside, State of California, as recorded in Parcel Map Book 73 at Page 52, records of Riverside County, California, described as follows:

Beginning at the Northeast corner of said Parcel 1;
Thence South 89° 52' 48" West along the Northerly line of said Parcel 1 a distance of 145.34 feet to an angle point on the Northerly line of said Parcel 1; Thence South 00° 05' 27" East along the Westerly line of said Parcel 1 a distance of 50.01 feet to an angle point in said line of said Parcel 1;
Thence North 89° 52' 48" East a distance of 145.34 feet to the East line of said Parcel 1; Thence North 00° 05' 3.8" East along said East line a distance of 50.01 feet to the point of beginning.

Together with that portion of South Indian Canyon Drive vacated and abandoned by that certain Resolution No. 20503, recorded December 23, 2002, as Instrument No. 2002-770907, of Official Records, which would pass by operation of law.

Item 1K - Page 28
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Parcel C:

Lot 17 of Block 28 of Palm Springs Townsite, in the City of Palm Springs, County of Riverside, State of California, as recorded in Map Book 9, at Page 423, records of Riverside County, California.

Together with that portion of South Indian Canyon Drive vacated and abandoned by that certain Resolution No. 20503, recorded December 23, 2002, as Instrument No. 2002-770907, of Official Records, which would pass by operation of law.

Parcel D:

Lot 18 in Block 28 of Palm Springs, in the City of Palm Springs, County of Riverside, State of California, as shown by Map on file in Book 9, Page 432 of Maps, records of San Diego County, California,
Together with that portion of South Indian Canyon Drive vacated and abandoned by that certain Resolution No. 20503, recorded December 23, 2002, as Instrument No. 2002-770907, of Official Records, which would pass by operation of law.

Parcel E:

All that portion of Lot 19 of Block 28 of Palm Springs Townsite, in the City of Palm Springs, County of Riverside, State of California, as recorded in Map Book 9 at Page 423, records of San Diego County, California, described as follows:

Beginning at the Southeast corner of said Lot 19;
Thence South 89° 52' 58" West along the South line of said Lot 19 a distance of 145.33 feet to the Southwest corner of said Lot 19;
Thence North 00° 05' 27" West along the West line of said Lot 19 a distance of 50.01 feet to the Northwest corner of said Lot 19;
Thence South 89° 52' 48" East along the North line of said Lot 19 a distance of 62.62 feet; Thence South 00° 05' 27" East a distance of 25.01 feet; Thence South 89° 52' 48" East a distance of 82.71 feet to the East line of said Lot 19; Thence South 00° 05' 38" East along the East line of said Lot 19 a distance of 25.00 feet to the point of beginning.

Excepting that portion lying Easterly of a line which is Westerly of and 50.00 feet measured at right angles from the centerline of East Avenue (now known as Indian Canyon Drive) as conveyed to the City of Palm Springs by deed recorded June 30, 1966 as Instrument No. 67758, Official Records of Riverside County, California.

Item 1K - Page 29
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Together with that portion of South Indian Canyon Drive vacated and abandoned by that certain Resolution No. 20503, recorded December 23, 2002, as Instrument No. 2002-770907, of Official Records, which would pass by operation of law.

Assessor's Parcel No. 513-154-044; 045; 046; 047; 048
Item 1K - Page 30
55575.00100\41370193.1
Palm Springs Site Name: Baristo Parking Lot - 235 South Indian Canyon Drive Licensee Site Name: Palm Springs Park Garage
Licensee Site No.: CSL05482

Exhibit B Description and Depiction of Licensed Area and the Communications Facility [see following pages 25 through 69]
Item 1K - Page 31
Item 1K - Page 32
DRAWING INDEX {CONSTRUCTION)
AA-CSL05482-T01 TITLE SHEET AA-CSL05482-T02 GENERAL NOTES, CONSTRUCTION NOTES, LEGENDS & ABBREVIATIONS AA-CSL05482-T03 BATTERY DATA SHEET AA-CSL05482-T04 CONDITIONS OF APPROVAL AA-CSL05482-T05 CONDITIONS OF APPROVAL AA-CSL05482-A01 SITE PLAN AA-CSL05482-A01.1 PLAN Vlf\11 - CONDUIT ROUTES AA-CSL05482-A02 EQUIPMENT & ANTENNA LAYOUT PLANS AA-CSL05482-A03 GENERATOR PLAN AA-CSL05482-A04 ELEVATIONS AA-CSL05482-A04.1 ELEVATION AA-CSL05482-DO 1 CONSTRUCTION NOTES AA-CSL05482-D02 DETAILS AA-CSL05482-D03 DETAILS AA-CSL05482-D04 DETAILS AA-CSL05482-D05 DETAILS AA-CSL05482-D06 DETAILS AA-CSL05482-D07 DETAILS AA-CSL05482-D08 DETAILS AA-CSL05482-D09 DETAILS AA-CSL05482-D 10 DETAILS AA-CSL05482-D11 DETAILS AA-CSL05482-D 12 DETAILS

DETAILS

CONSTRUCTION NOTES
_J
REV. at&t

AT&T MOBILITY
SITE NUMBER: CSL05482
SITE NAME: PALM SPRINGS PARKING GARAGE
PACE: #MRLO5034534 I FA: #140596111 USID: #266172

DIRECTIONS

DRIVING DIRECTIONS FROM AT&T WIRELESS, TUSTIN

1. TURN LEFT ONTO EDINGER AVE

2. TURN LEFT ONTO DEL AMO AVE

3. TAKE THE RAMP AND MERGE ONTO CA-55 N

4. TAKE EXIT 65B TO MERGE ONTO CA-60 E

5. KEEP LEFT TO CONTINUE ON CA-60 E

6. USE ANY LANE TO MERGE ONTO 1-10 E

7. TAKE EXIT 111 FOR CA-111

8. TURN LEFT ONTO E STEVENS RD 9. TURN RIGHT ONTO N INDIAN CANYON DR

10. DESTINATION WILL BE ON THE RIGHT

VICINITY MAP
1-+--------+---f( 111 )---~
I..
0 C
C
0 u
E
I..
0 C
C:

D
u
C:
(lJ
If)
I..

C:
:::,
(/)

PALM SPRINGS
SCOPE OF WORK:

SITE ADDRESS:

PROPERTY OWNER:

APPLICANT:

JURISDICTION:

APN:

CURRENT ZONING: CURRENT LAND USE:

A/E DOCUMENT REVIEW STATUS
Status Code
1 Accepted - With minor or no comments, construction may proceed 2 Not Accepted - Please resolve comments and resubmit 4 Review not required. Construction may proceed.

Acceptance does not constitute approval of design details, calculations, analysis, test methods or materials developed or selected by the subcontractor and does not relieve subcontractor from full compliance obligations.

ENG CONST
Reviewed
Status By Date

PROJECT INFORMATION
AN UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING THE INSTALLATION OF:

1. ( 1) 16'H FAUX ELEVATOR SHAFT ON EXISTING PARKING STRUCTURE

2. (6) 6'H PANEL ANTENNAS

3. (36) RRUS AND (6) DC NEMA SURGE SUPPRESSORS

4. (4) OUTDOOR EQUIPMENT CABINETS

5. (1) 20KW AC COMPACT GENERAC GENERATOR (W/ 97 GAL TOTAL) FUEL TANK

6. ( 1) GPS ANTENNA

7. INSTALLATION OF POWER AND TELCO
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
CITY OF PALM SPRINGS CONTACT: DIANA SHAY
TELEPHONE: (760) 323-8260

AT&T WIRELESS
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780

COORDINATES
LATITUDE:

LONGITUDE:

DATUM: ELEVATION ELEV: DATUM:

N 33"49'13.42" N 116' 32' 45.26"
NAO 83
1651.11'
NAVD88
POWER COMPANY: SCE
(33.820394") (-116.545906")

CITY OF PALM SPRINGS
513-154-004 THRU 048

CBD (CENTRAL BUSINESS DISTRICT) CITY PARKING GARAGE
CONTACT PERSON:

TEL COMPANY:
(800) 990-7788

FRONTIER
CONTACT PERSON: (866) 945-4714
AA-CSL05482-D 13 AA-CSL05482-S01 AA-CSL05482-S02 AA-CSL05482-S03 AA-CSL05482-S04

ELEVATION AND SLAB REINFORCING PLAN

TOWER FRAMING PLANS AND EQUIPMENT PLANS

CONSTRUCTION DETAILS
::::) (/)
t- 0:::
uw ::::) :r: 0::: t- Ui 0
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
4 4 4 4 4 4
1 1
1 1 1
1 1 1
4 4
4 4 4 4 4 4 4
2 2 2 2
0 0...

D
-•
C:

E Alejo Rd NEW OCCUPANCY /USE: TYPE U
AA-CSL05482-S05 CONSTRUCTION DETAILS
AA-CSL05482-S06 CONSTRUCTION DETAILS AA-CSL05482-S07 CONSTRUCTION DETAILS AA-CSL05482-S08 CONSTRUCTION DETAILS AA-CSL05482-E01 ELECTRICAL AND GROUNDING NOTES AA-CSL05482-E02 UTILITY PLAN AA-CSL05482-E03 GROUNDING PLANS AA-CSL05482-E04 ELECTRICAL DETAILS AA-CSL05482-E05 SINGLE LINE DIAGRAM AND PANEL SCHEDULE AA-CSL05482-E06 POWER TRANSFER LOAD CENTER WIRING DIAGRAM AA-CSL05482-E07 POWER REPORT AA-CSL05482-E08 TELCO REPORT AA-CSL05482-E09 TELCO REPORT AA-CSL05482-B01 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY) AA-CSL05482-B02 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY) AA-CSL05482-B03 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY) AA-CSL05482-B04 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY)

DCI PACIFIC
0::: >-
w CD
:,::~
CSL05482
-
\
E Tahquitz Canyon Way
,,.....__,I SITE °'S LOCATION
Ramon Rd
** NOTE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THESE CODES.

NEW CONST. TYPE LEASE AREA:

CODE COMPLIANCE NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK A/E NOT CONFORMING TO THESE CODES.

1. 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC)

2. 2019 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1, AND 2

3. 2019 CALIFORNIA ELECTRICAL CODE

4. 2019 CALIFORNIA MECHANICAL CODE (CMC)

5. 2019 CALIFORNIA ENERGY CODE

6. 2019 CALIFORNIA FIRE CODE (CFC)

7. 2019 CALIFORNIA GREEN CODE

8. 2019 CALIFORNIA REFERENCES STANDARDS CODE
SAC
ZONING
RF
CONST

LL/OWNER
4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT

PALMS SPRINGS PARKING GARAGE
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 ~ ) at&:t tGcs~~
,.J ·•~---/, Mobility
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
""-~
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED
(UNMANNED TELECOMMUNICATIONS

FACILITY)
V-B
EQUIP AREA:

GEN. AREA:

TOTAL AREA:
169 SQ.FT.
112 SQ.FT.
281 SQ.FT.

SITE QUALIFICATION PARTICIPANTS
NAMEL'.CONTACT
D.K. DO/BOK YU

BRETT SMIRL BRETT SMIRL

TARIK QUAZZANI

RON VANDERWAL

DIANA SHAY

KV BOK DKD

HL BOK DKD

FV BOK DKD

HL BOK DKD

RF BOK DKD

BY CHK APP'D

I DRAWN

COMPANY

DCI PACIFIC

COASTAL BUSINESS GROUP COASTAL BUSINESS GROUP
AT&T

BECHTEL COMMUNICATIONS

CITY OF PALM SPRINGS
c,~O ARC'
NUMBER
(949) 475-1000
(949) 336-1550 (949) 336-1550 (505) 730-4726
(714) 343-0931
(760) 323-8260

AT&T MOBILITY

TUSTIN, CA
*~ --,~ ]* u'. R~~d ~; ;;3 TITLE SHEET
1 '~<>.-"<- '< or c~1..\~<:1 JOB NO DRAWING NUMBER
AA-CSL05482-T01
REV.
4 Item 1K - Page 33

CONCRETE

1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS SPECIFIED HEREIN.

2. MIX DESIGN REQUIREMENTS:

A. CEMENT SHALL BE TYPE II.

B. COMPRESSIVE STRENGTH = 2,500 PSI UNLESS NOTED OTHERWISE C. CONCRETE SLUMP SHALL NOT EXCEED 5".

D. WATER CEMENT RATIO SHALL NOT EXCEED 0.45.

3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE.

4. SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE FOUNDATIONS OR REBAR PLACEMENT. ALL CONCRETE HAS BEEN DESIGNED FOR 2500 PSI.

5. ALL CONCRETE SHALL BE NORMAL WEIGHT CONFORMING TO THE FOLLOWING:

LOCATION
A. TOWER CAISSON
28-DAY MIN. COMPRESSIVE STRENGTH
4,000 PSI
B. SHALLOW FOUNDATION

SLAB ON GRADE

FOOTINGS

ABBREVIATIONS
NOTE: NOT ALL ABBREVIATIONS ARE

USED ON THESE DRAWINGS
APPROX.

ABV. AL. ASPH. AWG
BCW

APPROXIMATE

ABOVE ALUMINUM ASPHALT AMERICAN WIRE GAUGE

BARE COPPER WIRE
2,500 PSI 2,500 PSI 2,500 PSI
BTS
CAB. CONG. CONT.

DIA.

BASE TRANSMISSION STATION

CABINET
DWG.

EGB
EA.

ELECT. EL
EMT EQ.

EQUIP.

GA.

GALV.

GEN

CONCRETE CONTINUOUS

DIAMETER

DRAWING

EQUIPMENT GROUND BAR
EACH

ELECTRICAL ELEVATION ELECTRICAL METALLIC TUBING EQUAL

EQUIPMENT

GAUGE GALVANIZED GENERATOR

GRND GROUND

SITE LEGENDS
-------- PROPERTY LINE
-X--X--X- FENCE LINE

E POWER SERVICE

T TELEPHONE SERVICE

E/T POWER/TEL SERVICES

PROPOSED CONTOUR
50 EXISTING CONTOUR

A COAX CABLE
? CIRCUIT BREAKER
• CADWELD TYPE CONNECTION
• COMPRESSION TYPE CONNECTION

G GROUNDING WIRE
® REPRESENTS DETAIL NUMBER REF. DRAWING NUMBER

IGR INTERIOR GROUND RING (HALO) SYMBOLS AND MATERIAL IMC INTERMEDIATE METALLIC CONDUIT MAX. MAXIMUM
MECH. MECHANICAL ® DETAIL REFERENCE MFR. MANUFACTURER

MGB MASTER GROUND BAR I SECTIONS AND DETAILS
MIN. MINIMUM '0.Y NTS NOT TO SCALE
OC ON CENTER I . ' •. I CONCRETE

OPP OPPOSITE

PCS PERSONAL COMMUNICATION SYSTEM
EARTH

PVC POLYVINYL CONDUIT GRAVEL/STONE RGS RIGID GALVANIZED STEEL SF. SQUARE FOOT

SH SHEET

GROUND ROD WITH ACCESS
SIM. SIMILAR 8 CHEMICAL GROUND ROD

SS STAINLESS STEEL
TYP. TYPICAL ® GROUND ROD
U.N.O. UNLESS NOTED OTHERWISE D DISCONNECT SWITCH

VIF VERIFY IN FIELD

WWF WELDED WIRE FABRIC METER

GENERAL NOTES

1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HERE IN.

2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS.

3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL VISIT

THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND

STRUCTURAL INSTALLATIONS, AS WELL AS WITH THE CONSTRUCTION AND CONTRACT

DOCUMENTS AND SHALL CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS,

OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY AT&T CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING.

IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT.

4. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE-DRAWINGS.

CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS

SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANY

CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS.

5. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT,

APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS.

6. CONTRACTOR SHALL NOTIFY THE AT&T CONSTRUCTION MANAGER, THE PROPERTY

OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED IMPRACTICAL,

UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK.

7. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE

PLANS, THE CONTRACTOR SHALL NOTIFY THE AT&T CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK.

8. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT LAYOUTS,

SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS WITH AT&T CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ERICSSON RADIO SYSTEMS.

9. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE AT&T CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS

NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO AT&T.

11. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY

SUBCONTRACTORS OR WORKMEN ARE ON THE SITE AND SHALL SUPERVISE AND DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY

RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES

AND SEQUENCES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.

12. WORKMANSHIP THROUGHOUT BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND

SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE:

SMACNA
NRCA

NATIONAL ROOFING CONTRACTORS ASSOCIATION
O'HARE INTERNATIONAL CENTER 10255 W. HIGGENS ROAD, SUITE 600 ROSEMONT, IL 60018

SHEET METAL AND AIR CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION
4201 LAFAYETTE CENTER DRIVE
CHATILLY, VA 22021-1209

INTERNATIONAL INSTITUTE FOR LATH AND PLASTER
820 TRANSFER ROAD
ST. PAUL, MN 55114-1406

13. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE

MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.

14. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY

BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL ITEMS REQUIRING THE SAME.

15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND SHALL

COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES

AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS.

16. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNERS, AND AT&T PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW

AND EXISTING FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE

SATISFACTION OF AT&T, AND THE PROPERTY OWNER, OR THE OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR.

CSL05482
GENERAL NOTES (CONT.)

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY

FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH

SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY AT&T UNDER THIS CONTRACT.

18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, OR CONTACT AN OUTSIDE AGENCY TO LOCATE ALL EXISTING UTILITIES. WHETHER SHOWN HERE IN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE IN CONJUNCTION WITH THE EXECUTION OF WORK.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT

SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY AT&T.

20. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, AT&T AND THE CITY OR GOVERNING AGENCY.

21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE AT&T CONSTRUCTION MANAGER.

22. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD

CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT.

23. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS,

EXCEPT FOR THAT SPECIFIED AS REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY

OWNER AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON COMPLETION OF WORK. ALL AREAS ARE

TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN

CONDITION, FREE FROM PAINT, SPOTS, DUST OR SMUDGES OF ANY NATURE TO COMPLETION OF WORK.

24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY.

25. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. 26. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROJECT SITE.

27. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A 1 OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION.

28. ELECTRICAL AND POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 AND 810. 29. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES SUCH AS AT WALL

SITE DEVELOPMENT NOTES

1. THE ARCHITECT/ENGINEER AND REPRESENTATIVES OF THE LESSEE AND OWNER, MUST BE NOTIFIED AT LEAST TWO FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. DO NOT EXCAVATE OR DISTURB SOILS BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS SPECIFICALLY INSTRUCTED, IN WRITING, BY THE ARCHITECT/ENGINEER AND LESSEE.

3. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS.

4. ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE, LOCATION AND TYPE OF ANY

UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON

AS-CONSTRUCTED DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT /ENGINEER AT COMPLETION OF PROJECT.

5. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ENGINEER, LESSEE, AND OWNER ASSUME

NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL

BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY

DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.

6. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS

SHOULD BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND

INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT /ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION.

7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.

8. THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED AT LEAST TWO

WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION.

9. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS.
1 0. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.

11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 100% OF MAXIMUM STANDARD PROCTOR DRY DENSITY.

12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY.

13. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. EACH LIFT'S THICKNESS SHOULD NOT EXCEED THAT

WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE.

14. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL

SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER.

AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND 15.

MOISTURE.

THE GRADES WITHIN FENCED AREAS ARE TO BE ACHIEVED BY COMPACTING CLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR COVERING THE AREA WITH TWO (2) LAYERS OF SIX (6) MIL VISQUEEN ( 12" MIN. OVERLAP AT ALL SEAMS) FOR WEED SUPPRESSION, THEN ACHIEVING FINISH GRADE BY ADDING 6" OF 3/ 4" CRUSHED STONE, NO FINES. 30. UPON COMPLETION OF CONSTRUCTION, AT&T CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY AT&T.

32. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S

INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE.

STRUCTURAL NOTES

1. DESIGN CRITERIA:

DESIGN CODE: 2019 CALIFORNIA BUILDING CODE (CBC)
Ss = 1.63 SDC = D
S1 = 0.672 WIND SPEED = 95 M.P.H.

Fa = 1.2 WIND EXPOSURE = C Fv = 1.0 RISK CATEGORY = II

2. ALL MATERIALS AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CODE AND GOVERNING BUILDING ORDINANCES.

3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES.

4. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

5. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THIS ENGINEER. UNAUTHORIZED CHANGES RENDER THESE DRAWINGS VOID.

6. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL

BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE

THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OF LABOR SPECIFIED.

7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL

SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES INCLUDING, BUT NOT LIMITED TO, BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES.

8. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. ALL DIMENSIONS

CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE.

9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE

CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.

10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTING WORK. 4 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV
3 CHANGE TO XIT GROUNDING SYSTEM HL
1 6. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR.

17. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE TRIMMED AS REQUIRED AND PROTECTED IN PLACE BY THE GENERAL CONTRACTOR.

18. DRIVEWAY CONSTRUCTION, GRADING AND DRAINAGE WORK SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITIONS, AND ALL APPLICABLE PROVISIONS OF LOCAL COUNTY ORDINANCES .

19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN, READ, AND FOLLOW THE GEO-TECHNICAL REPORT FOR EACH PROJECT SITE. ALL PROVISIONS WITHIN SAID REPORT SHALL BE ACCOMMODATED BY THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS. CONTINUOUS ONSITE

SUPERVISION BY THE GEO-TECHNICAL/SOILS ENGINEER SHALL BE ARRANGED FOR BY THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATION AND/OR GRADING OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE GEO-TECHNICAL/SOILS ENGINEER PRIOR TO THE START OF CONSTRUCTION. OBTAIN WRITTEN APPROVAL FROM THE SUPERVISING

GEO-TECHNICAL ENGINEER PRIOR TO PROCEEDING WITH PLACEMENT OF ANY FORMS AND/OR MATERIALS.

20. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL REQUIRED SIGNS FOR THIS PROJECT. THE CONTRACTOR SHALL OBTAIN WRITTEN INSTRUCTIONS FROM

THE IMPLEMENTATION ENGINEER AS TO THE EXACT MATERIAL, SIZE, WORDING, AND LOCATION FOR ALL SIGNS.

BOK BOK
SIGNS THAT MAY BE REQUIRED INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a. 7x24 ACCESS SIGN.
b. SITE ENTRY SIGN.
c. ANTENNA STRUCTURE COMPLIANCE SIGN.
d. NEPA RF EXPOSURE SIGN(S).
e. ANY ADDITIONAL SIGNS AS REQUIRED BY AT&T
AND/OR GOVERNMENTAL AGENCIES.

DKD

DCI PACIFIC DKD PALMS SPRINGS PARKING GARAGE
.. ,, ~- at&t
-:,,
01/09/23
2 09/14/22 ADDRESS CHANGE FV BOK
c,~O ARC'
DKD

AT&T MOBILITY

TUSTIN, CA
A IE IC WORKS #MRLOS034534 I FA: #14059611 PACE: I USID: #266172 ~<2:;s~ , ,.. . .,,,, Mobility ""-~

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70 249 S, INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR IRVINE I CA 92614 PALM SPRINGS, CA 92262 TUSTIN, CA 92780 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF
NO. DATE REVISIONS BY

SCALE AS SHOWN I DESIGNED I DRAWN

BOK DKD BOK DKD
*~ --,~ ]* u'. R~
~d ~; ;;3
CHK APP'D 1 '~<>.-"<-
'< or c~1..\~<:1

GENERAL NOTES, CONSTRUCTION

NOTES, LEGENDS & ABBREVIATIONS
JOB NO DRAWING NUMBER REV.

AA-CSL05482-T02 4
Item 1K - Page 34
0 f--- w f--- :r:
0 f---
:z: w
(J) (J)
::::,
07 z
<I:

D".
oo
w
_J 0~ z:
w w <r: f--- Ul f---
:r: 0 :z:

U _J 0
wuu
m UJ
oz
f-'-_'. 0
:r: • f---
0 8 <C
0:::: en 2 >- _J er
o_ 0
0 W LL
um 2
pmprie\:ary 'iud'alloj,>"ri"'..- """"'rlol "-'™'"Pn;"
Sette• I> the most <<>Ot effi!ttl'I<> battery •d•tton °"'' th• ww We e,cle· and fat' tnl'tial thstallarion ih ydUt network. • ,r1mary lead lor Long Life • No main1:emuKe requited
• UL94 V-1 flame retardant i:ase
• Hip tamperatilte, ki"l! life design
•• AGM and spill-proof construction
• Hamesseslconned:lng bars available
--
" .. ' . '
-
' - "' .----

DCI PACIFIC
• 1 o+ y.rs design rife
• Gft..4228 compliant
• UL n=c:ogniad
• AB$ plastic case for du~ilit;y
PALMS
-
:., -· ..
-
'
, -
""
CSL05482

SPRINGS PARKING
A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611

ARCHITECTURE I ENGINEERING I CONSULTING
....,
r
'
' I
' I
l
' I ' I ' I
I
•=
-u• ' I
,m
... ' J.. r,.._ i , .. ,..t---t--+----a='--+--+-----1
"I--+-+--+-+-~"""'
• ,,---,--.,., - ... -~,e--,", - ..

GARAGE
I USID: #266172
26 EXECUTIVE PARK I SUITE t 70 249 s. INDIAN CANYON DRIVE IRVINE I CA 92614 PALM SPRINGS, CA 92262

7.Sl:l
•
I
•
l:Mt2 "
d tl1i (U:?!W_,- u~ lf-- •!!SC
i,1(1 ,:Ef( "r-,-,--r,-,--,-~r,
•'"' Iii'~
.. ii_;jj -e', -·· . . , ..
., li,;i. ,...
"' e.o" '!'t,iJ'.,,tlllc-""t-t--t-H-c-"i---1
-
: : .:"''"'· l!'\-"l\~.J-,1-""=•t "f -
.. .
0 tm. f
(2.).UL .approval. CO.d&:MH1.2970

PYL SERIES
Proven in the real world. the PYL Series cf telecom batteries provides security and long life in extremely hot climates where other VRLA batteries just don't survive. The PYL technology utilizes GS Battery's proprietary HT Element X AJJoy™ and active material additives. The PYL Series is the most cost effective battery solution over the total life cycle and for initial inslallation in your network.
10+ YEAR DESIGN LIFE
+ Exceeds Telecordia 6R-1200 criteria + Greater than 5 years at 35°C

CAPACITY RANGE
+ 45Ah • 200Ah
at&t
Mobility

HIGH TEMPERATURE LONG LIFE DESIGN
+ HT £/,meat XAl/oy'M ex1ends IHe in high temp appUcalions + Addilives to maintain compression
+ Designed to control charging c11"re11t as temperature increases + No thermal runaway + Ep,xy sealed terminals to prevent post leaks
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT
3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT
1452 EDINGER AVENUE, 3RD FLOOR NO. DATE REVISIONS
TUSTIN, CA 92780

SCALE AS SHOWN DESIGNED
~= " ~, 12.0 m '"' ,w a, "' '' 32:.0 70.6 la--M~llo"
PTL12V100FA 102 "' 22.0 125 ,., m ,, m ,, 41.0 =• •mm--.,.,""" ,ap . .,,. """ " -4a ta 65"C (-40 lo 149"F) PVL12V100FS w, '" 14.5 '" '"' "' ,u ,~ 11.1 33.0 n., ''°"""""' """ ·rap-MB""" l'VL12V160FT "' "' 21.9 m '"' ,ro ,co ,ro 11.0 52.7 116.2 Fron, .,., 8ol< Tap M8 """ PYU2V18~1 "' '" 21.9 123 '"' n, lZ.~ "' 12.3 60.f B3.8 •m...-. .,., l<nll IO(>-MI<""" *Maximum Charge Current is 25% of the 8 Hr. Rate ••Refer to Product Manual for optimum temperature ra11ge AMPERES TO FINAL VOLTAGE, U5Y@25°C (?7'Fl
PYL12V90TT 33.1 23.6 ""' 16.1 14.1 12.5 11.5 10.3 ,., '' '"' PVL1211100FA 35.8 28.2 22.2 16.0 14.2 12.8 11.3 10.4 '"' '"" U,9 22.0 ~"' ~"' 14,0 12.7 11,3 10.4 '"' '"'
PVL12V160FT 62.6 35.l ~"' 25.2 22.2 20.0 18.l 16.6 14.l '"' PYL1ZV11SFT 7l.2 "" 41.3 ~"' 26.0 23.1 21.0 19.3 1].7 WATTS TO FINAL VOLTAGE, L15Y@25•C (?7•F)
PVL1:ZV1001'A 444 "' "' m m '°' "
..... u2v111<1FS 4112 , .. ,.. "' m rn, ••
PVLllV185FT 829 "" .,, m "' m m
ABOUT GS YUASA ENERGY SOLUTIONS. INC.

GS Yuasa Energy Solutions. Inc. is an American subsidiary of GS Yuasa Corporation. lhe world's second largest ba11ery company and a 100+ y11ar old Japan""" corporation. GS Yuasa En.,rgy Solution~ (GYES) wu form11d in 21119 lo addr11u U,11 growing 11n11rgy ~lorag11 11nd rn11rV11 pow11r markets. GYES brinQS toge1her and le...erages GS Yuasa Group's ad~anced technologies wi1h proven American market successes in lithium . telecom. UPS, alarm & securlly, and energy storage Into a single tlusiness unit. /
~SYUASA
GS Yuasa Energy Solutions, Inc.
1150 Northmeadow Pkwy. Suite 110
Roswell, GA 30016 (BODI 412-2879
www.gsyuasa•es.com
BATTERY STORAGE SYSTEM CALCULATION (PER 2019 CFC):

MODEL AMP-HR VOLT KWH QTY TOTAL KWH
NEW GS PYL12V185FT 185 12 2.22 24

OVERALL TOTAL
THE OVERALL KWH CAPACITY IS LESS THAN THE 70 KWH THRESHOLD" 0 53.28

53.28 PER SECTION 1206, STATIONARY STORAGE BATTERY SYSTEM HAVING CAPACITIES EXCEEDING THE VALUES SHOWN ON TABLE 1206"2 SHALL COMPLY SECTIONS 1206.2"1 THROUGH 1206.2.12.6 THIS PROJECT'S TOTAL BATTERY KWH< 70KWH, THEREFORE SECTIONS 1206"2.1 THROUGH 1206.2.12.6 DO NOT APPLY

KV BOK DKD AT&T MOBILITY

HL BOK DKD TUSTIN, CA

FV BOK DKD

HL BOK DKD BATTERY DATA SHEET

RF BOK DKD

BY CHK APP'D JOB NO DRAWING NUMBER
DRAWN AA-CSL05482-T03
REV"
4 Item 1K - Page 35
0 f---f---
0 :z:
(/)
f---
<(
:r:
f---
:z:
0 0:: 0

0...
0:: 0
u
n
N
0 N
I
N N
0 N
:z:
0 f---
<(
0:: 0
Q_
0:: 0
u
0::
w
s
0 0...
0 z
<(
w
:r:
f---
w
(/)
::::,
0 f---f---
:r:
(')
0::
w
:r:
f---
(/)
<(
:r:
_J
w
f---
:r:
u
I, I
w
I
:z:
0 :z:
>--
:z:
<(
>--
m
f---
<(
2 0::
0 LL
>--
:z:
<(
7 (D
N
f---
u
<(
0::
f---
z
0 u
0 ftz
<(
::::,
(/)
0::
::::,

0...
0::
oo
w
_J 0~ z:
w w <( f--- (/) f---
:r: 0 :z:

U _J 0
wuu
m (/)
0 z
f-'-_'. 0
:r: . t-
(') 0 <( w
0:: Ul 2
>-- __o 0::

0... 0
0 w LL
u m z
,
RESOLUTION NO. 6906

A RESOLUTION OF THE PLANNING COMMISSION OF

THE CITY OF PALM SPRINGS, CALIFORNIA APPROVING
A CONDITIONAL USE PERMIT TO CONSTRUCT ONE (1)

WIRELESS COMMUNICATIONS FACILITY ON THE CITY

PARKING GARAGE TO MIMIC AN EXTENSION OF AN
ELEVATOR SHAFT AT A MAXIMUM HEIGHT OF FORTYEIGHT (48') FEET LOCATED AT 235 SOUTH INDIAN CANYON DRIVE, ZONE CBD. (CASE 5.1500 CUP)
THE PLANNING COMMISSION FINDS AND DETERMINES AS FOLLOWS:

A. Costal Business Group for AT&T Wireless, ('Applicant") has filed an application with the City pursuant to Sections 94.02.00, and 93.23.08 of the Palm Springs Zoning Code (PSZC) to install on':' \1) wireless communication facility on the top deck of the City parking garage to mImIc existing elevator shafts and a new equipment shelter In the basement. Maximum height for the proposed AT&T antenna will be forty-eight (48') feet from street level located at 235 South Indian Canyon Drive, APN: 513-154-004, Zone CBD
B. On March 9, 2022, a public hearing on the application for a Conditional Use Permit Case No. 5.1500 was held by the Planning Commission in accordance with applicable law.

C. The proposed Conditional Use Permit is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15303 (New Construction or Conversion of Small Structures) of the California Environmental Quality Act (CEQA).; and
D. The Planning Commission has carefully reviewed and considered all the evidence presented in connection with the healing on the project, including, but not limited to, the staff report, and all written and oral testimony presented.

E. Conditional Use Permit: Pursuant to Zoning Ordinance Section 94.02.00, the Planning Commission finds that:
a. The use applied for al the Jocavon set forth in the application is properly one for which a conditional use permit is authorized by the City Zoning Ordinance.

Pursuant to Section 94.02.00(A)(2)(a) of the Palm Springs Zoning Code, a commercial communications antenna is authorized within the CBD zone with the approval of a Conditional Use Permit.
b. The use applied for is necessary or desirable for the development of the community, is in harmony with the various elements or objectives of the Genera/

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
PALMS
Planning Commission Resolution No. 6906
Case 5,1500 CUP-235 S Indian Canyon Drive
March 9, 2022

Plan and i~ not detrimental lo existing uses or to future uses specifically pennitted in the zone in which the proposed use is to be located.

The General Plan designation of the subject stte is Central Business District. The use as proposed is compatible with this designation as it supports cellular needs of the surrounding commercial and residential uses, and the development of adequate cellular phone levels of services provides the ultimate benefit of the community. Further, the Circulation Element Goal CR 10.16 states "Coordinate with pubfic and private providers of data transmission and promote greater accesslbility to information and communication resources via the internet". The proposed provider is consistent with this goal.

There is one (1) existing commercial telecommunication facility located on the upper deck of the City parking garage. Further, the installation of one additional carrier in an enclosure that is designed to mimic the existing elevator shafts is unlikely to be detrimental to existing or future uses permitted in the zone, since it will be located on the same parking garage and fully screened from view. c. The site for the intended use Is adequate in size and shape to accommodate said use, including yards, setbacks, walls or fences, landscaping and other features required in order to adjust said use lo those existing or permitted future uses of the land in the neighborl10od.

The proposed height of the tower is within the limits for commercial/broadcast antennas for the CBD zone. The one (1) antenna will be in the middle of the top deck at the very end of the parking row in an area that is currently being used as a ''tum-around". The antenna will be encased and screened in a faux concrete textured structure that will mimic the existing elevator shafts. The maximum height for the structures to be forty-eight (48') feet from street level. The site is an urban setting in the Downtown surrounded by commercial buildings and therefore, the site will accommodate the proposed facility.
d. The site for the proposed use related lo streets and highways is properly designed and improved to carry the type and quantity of traffic to be generated by the proposed use.

The only traffic generated from the said use to and from the site will be for maintenance, and the existing infrastructure is anticipated to accommodate the traffic necessary for the maintenance of the facility.
e. The conditions lo be imposed and shown on the approved site plan are deemed necessary to protect the public health, safety and general welfare, including any minor modifications of the zone's property development standards.

The project is unlikely to have a significant impact on the proposed project site or . its immediate surroundings .. Condilions to ensure the protection of public health, safety and general welfare are required to be fulfilled by the applicant for approval Resolution No. 6906
Conditions of Approval
Cases 5.1500 CUP

March 9, 2022
officers concerning Case 5.1500 CUP. 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 Iha 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 falls 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 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 cai.Jse 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 property if required by the City.

ADM 7. Time Limtt on Approval. Approval at this Conditional Use Permit 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. Once constructed, the Conditional Use Permit, provided the project has remained in compliance with all conditions of approval, does not have a time limit
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. Comply with City Noise Ordinance. This use shall comply with the provisions of Section 11.74 Noise Ordinance of the Palm Springs Municipal Code.

Violations may result in revocation of this Conditional Use Permit.

ADM 10. Conditional Use Permit Availability. The applicant shall provide a copy of this Conditional Use Permit to all buyers and potential buyers.

CSL05482

SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 s. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
Planning Commission Resolution No. 6906
Case ~-1500 CUP-235 S Indian Canyon Drive
March 9, 2022

and include, but are not limited to, placing the tower at the top deck at the end of a parking row, the facility to mimic other existing towers on site as an extension of the elevator shafts , and compliance with all applicable codes and laws, which will allow the project to meet the required finding.

THE PLANNING COMMISSION RESOLVES:

That the ~ndings. and determinations reflected above are true and correct and are incorpprated:.bfthis refe.ren".9 hi.rein as the cause and foundation for the action taken · · by'a1'1H thrC!UQtflhla Resofu\ibn. i Based upon the foregoing, the Planning Commission h,;reby·appro{ies ease-Nq; 5.1500, a Conditional Use Permit (CUP) for the construction of one (1) Wiretess·comrriunication facility on the top deck of the City parking garage to mimic existing elevator shafts and a new equipment shelter in the basement located al 283 South Indian Canyon Drive subject to the conditions set forth in the attached Exhibit A. ADOPTED this 9th day of March, 2022
AYES: AYLAIAN, ERVIN, HIRSCHBEIN, MILLER, MORUZZI, ROBERTS,

WEREMIUK
NOES: NONE
ABSENT: NONE ABSTAIN: NONE ATTEST:
y:l;;!j_ David NeJi.Alcp
Assistant Planning Director
Resolution No. 6906
Condition$ of Approval
Cases 5.1500 CUP

PLANNING DEPARTMENT CONDITIONS

CITY OF PALM SPRINGS, CALIFORNIA
Page a of6
March 9, 2022
PLN 1. Sjgnaqe. Signage is prohibited on the exterior of the monopole structure.

PLN 2. Equipment Shelter. Proposed equipment shelter located in the basement shall be maintained in a good condition with all required conduit concealed.

PLN 3. City Lease. Applicant shall obtain and meet all requirements of lease approved by the City Council. If the lease agreement between the property owner and the City is not renewed, the CUP will become null and void, and the applicant shall remove the antenna and equipment to the satisfaction of the Direct or Development Services.

PLN 4. Outdoor Lighting Conformance. Exterior lighting shall conform to Section

93.21.00, Outdoor Lighting Standards, of the Palm Springs Zoning Code.

Manufacture~• cut sheets of all exterior lighting shall be submitted to the Planning Department for approval prior to the issuance of building permits.

No lighting of hillsides is permitted.

PLN 5. Outside Storage Prohibited. No outside storage of any kind shall be permitted except as approved as a part of the proposed plan.

PLN 6. Modification or Addition. If the communication antenna(s) or equipment cabinets are ever proposed to be modified in any manner such as the inclusion of other antennas, satellite dishes and I or other support equipment, the proposed modifications shall be submitted to the Director of Planning Services for review and approval prior to Installation.

PLN 7. Obsolete Technology. If the technology regarding the communications antenna(s) changes in where the antenna(s) and / or equipment cabinets as approved become obsolete, then the antenna shall be removed.

PLN 8. Property Use and CUP. If the use of the subject property is ever changed, the City reserves the right to modify or revoke this Conditional Use Permit application pursuant to Section 94.02.00(1) of the Zoning Code.

PLN 9. Antenna Structure Height. The maximum height of the commercial communications antenna structure shall be forty-eight (48') feet, as measured from finished grade to the highest point of the structure concealing the antennas.

PLN 10. Antenna Design. The antenna will be encased In a faux concrete textured structure that will mimic the existing elevator shafts. The entire enclosure will be sixteen (16') feet tall from the parking deck. There is an existing four (4') foot parapet that runs the entire length of the garage edge resulting in the structure being elevated fourteen (14') feet above the parapet. There shall be no alterations to the approved design without Planning Division approval.

RESOLUTION NO. 6906

EXHIBIT A
Case 5.1500 CUP
Coastal Business Group (AT&T Wireless)
235 South Indian Canyon Drive •·
APN: 513-154-0aMarch 9, 2022 RliooNo. J. "j'o&, PlaMe!: tf""- .

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.

ADMINISTRATIVE CONDITIONS
ADM 1. Project Descrjption. This approval is for the project described per Case

5.1500 CUP, except as modified by the conditions below.

ADM 2. Reference Documents. The site shall be developed and maintained in accordance with the approved plans, date stamped February 3, 2022, including site plans, architectural elevations and colors on file in the Planning Division except as modified by the approved by 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 wfth 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 4 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD c,~O ARC' .. :, ~- at&t -:,, 2 09/14/22 ADDRESS CHANGE FV BOK DKD ~<2:;s~ , 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD *~ --,~ ]* ,. . .,,,, Mobility ""-~ 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD u'. R~~d ~; ;;3 DATE REVISIONS CHK APP'D 1452 EDINGER AVENUE, 3RD FLOOR NO. BY 1 '~<>.-"<- JOB NO '< or c~1..\~<:1 TUSTIN, CA 92780 I DESIGNED I SCALE AS SHOWN DRAWN

AT&T MOBILITY

TUSTIN, CA

CONDITIONS OF

APPROVAL
DRAWING NUMBER REV.

AA-CSL05482-T04 4
Item 1K - Page 36
0 f--- w f--- :r:
0 f---
:z: w
(J) (J)
::::,
07 z
<I:

D".
oo
w
_J 0~ z:
w w <r: f--- Ul f---
:r: 0 :z:

U _J 0
wuu
m UJ
oz
f-'-_'. 0
:r: • f---
0 8 <C
0:::: en 2 >- _J er
o_ 0
0 W LL
um 2
•

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
Resolution No. 6906
Conditions of Approval Casea5.1500CUP
Page4of6
March 9, 2022
PLN 11. Use Abandonment If the antenna(s) are ever abandoned or if this Conditional Use Permit ever expires, the antenna(s) shall be removed within 30days.

PLN 12. FAA & FCC Compliance. The applicant shall comply with the requirements of the Federal Aviation Administration (FAA) and Federal Communications Commission (FCC).

Planning Commission Imposed Condition:

PLN 13. Add any new conditions.

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
General Conditions
BLDG 1. Shall comply with the latest adopted edition of the following codes as applicable:

A. California Building Code
B. California Electrical Code
C. California Mechanical Code
D. California Plumbing Code E. California Energy Code
F. California Fire Code
G. California Green Building Standards Code
BLDG 2. The requirements of the Air Quallty Management District shall be satisfied prior to the issuance of any permit if dusts and/or pollutants will be discharged into the atmosphere.

BLDG 3. Any temporary building, trailer, commercial coach, etc. installed and/or used in connection with a construction project shall comply with City Code.

BLDG 4. Permits are required prior to the removal and/or demolition of structures.

BLDG 5. All exterior lighting shall be oriented, directed, and/or shielded as much as possible so that direct illumination does not infringe onto adjoining properties.

Specific Comments {NOTE: THese COMMENTS AAE NOT CONDmQN§.):

1. For more information related to Building & Safety, please visit our web CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 s. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
Resoli.rticn No. 6906
Conditions of Approval
Cases 5.1500 CUP
Page5of8
March 9, 2022
page at http:/lwww.palmspringsca.gov/govemment/departmants/building.

FIRE DEPARTMENT
FID 1. These Fire Department conditions may not provide all requirements.

Owner/developer is responsible for all applicable state and locally adopted fire codes. Detailed plans are still required for review. Conditions are subject to final plan check and review.

FID 2. Fire Department Conditions were based on the 2019 California Fire Code as adopted by City of Palm Springs, Palm Springs Municipal Code, PSFD Appendix •r Development Requirements.

FID 3. Conditions of Approval - "Conditions of Approval" received from the Palm Springs Planning Department must be submitted with each plan set. Failure to submit will result in a delay of plan approval.

FID 4 Plans and Permits (CFC 105.1):

Permits and scaled drawings are required for this project. Plan reviews can take up to 20 working days. Submit a minimum of three (3) sets of drawings for review. Upon approval, the Fire Prevention Bureau will retain one set.

Plans shall be submitted to:

City of Palm Springs
Building and Safety Department
3200 E. Tahquitz Canyon Way
Palm Springs, CA 92262
Counter Hours: 8:00 AM-6:00 PM, Mionday- Thursday
A deposit for Plan Check and Inspection Fees is required at the time of Plan Submittal. These fees are established by Resolution of the Palm Springs City Council. Complete listings and manufacture(s technical data sheets for all system materials shall be included with plan submittals. All system materials shall be UL listed or FM approved for fire protection servioe and approved by the Fire Prevention Bureau prior to installation.

Plans shall include all necessary engineering features, including all hydraulic reference nodes, pipe lengths and pipe diameters as required by the appropriate codes and standards. Plans and supporting data, (calculations and manufacturers technical data sheets) including fire flow data, shall be submitted with each plan submittal. Complete and accurate legends for all symbols and abbreviations shall be provided on the plans.
/4-c- ~ t,, :,
~- at&t --,,
,,. . ' _-/, Mobility "-~
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
•
·'
4 01/11/23
3 01/09/23
2 09/14/22
1 08/05/22
0 05/27/22
NO. DATE
Resolution No. 8906
· COndltlon5 of Approval
Cases 6.1500 CUP Page6 ore March 9, 2022
FID 5. 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 24 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 6. Required access (CFC 504.1): Exterior doors and openings required by this code or the California Building Code shall be maintained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided when required by the fire code official.

FID 7. 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 fira code official.

Secured emergency access gates serving apartment town home or condominium complex courtyards must provide a key box In addition to association or facility locks. The nominal height of Knox lock box installations shall be 5 feet above grade. Location and installation of Knox key boxes must be approved by the fire code official.

FID 8. Key Box Contents (CFC 606.1): The Knox key box shall contain keys to all areas of ingress/egress, alarm rooms, fire sprinkler riser/equipment rooms, mechanical rooms, elevator rooms, elevator controls, plus a card containing the emergency contact people and phone numbers for the building/complex.

FID 9. 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, mechanical rooms, elevator rooms, elevator controls, plus a card containing the emergency Contact people and phone numbers for the building/complex.

END OF CONDITIONS
INCORP. FINAL POWER & TELCO REPORT KV BOK DKD
CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD c,~O ARC'
ADDRESS CHANGE FV BOK DKD fl~~D1~ INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD *~ ·--,~ ]* ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD u'. R~~d ~; ;;3 REVISIONS BY CHK APP'D 1 '~<>.-"<- '< or c~1..\~<:1

SCALE AS SHOWN I DESIGNED I DRAWN

AT&T MOBILITY

TUSTIN, CA

CONDITIONS OF

APPROVAL
JOB NO DRAWING NUMBER REV.

AA-CSL05482-T05 4
Item 1K - Page 37

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
I I I
: : : ADAMO
AZIMUTH 340' I N I APN: I 513-154-042 SEE ITEM #26 OF PTR SECTOR '1/ I _1 I I j_ ___ in_ _ _ _ls~~R_O?iER~- LINE __ .2_!3~ 0 59' ~~•:.i__~ 54.~~-- JGD ASSOC.

APN: 513-154-018
7 SEE ITEM #13 OF PTR I I , ·,. L -~--:-:------. I
I
'1 : ! ~~
=Eft Eft
~ lf//771~ ;rl I (N) AT&T PROJECT I -. -~ V,~ ,~;, I
ARfA (169 SQ Fl) ------+-r-----'-11 i;----- I L__, / . / / i I 1--------------------------+-
1 -j r 13'-4" I
DI~ ': ----__.-j--(E) ELEVATOR ,_ .----- SHAFT, TYP.

I
(N) AT&T NON-EXQ.USIVE I I !11 --~ ll i J, , , JI
~NTENANCE TECH PARKING - I ; ~- Vy_/2j
_
/ / / // --
~. : 11: ____
1~:,,'.!;j //77/
_
+-
SEE ITEM #5 OF PTR t:-:: I ! r---r F-=~-_,=-= --
~ 1
__
~
~
~ -9"
E5. I 1 1 ,-Ji)~-------
_,'.'.'.
vi o • l'l / /
L /~ /,I
-~ :--,I : I 111 ---- // /0 -----u - 7
~/1//
~--- I I 1~~/ EE ITEM #15 OF PTR
,m
.!:=!,O I 'k 1-,: 11 1 f---------
11/ --------1//1/J
z : ! ,J 1.. f , / J ___ I// / 1
%/////////1/////~
1/ 1/ 1/ / 1/
1////////////////;::;
- I I
l~/////////////////////////1//////~ l iwi i
~ f--~
~%.//2/I~_
-~
1/ FRANKS % J I >I I 11 1 ~ I ~--@ // APN: 513-154-017 SEE ITEM 1/4 OF PTR ..________ /'. ! 1 o:::L_J f--------- ---- 1/// / ----/4'. • 1 o 111 1/P ---- / (E) PAD MOUNTED TRANSFORMER './, ri (f) t----• I I -------'%,1 /
I SEE ITEM #16 OF
p~ I 1/ (N) AT&T POWER P.O.C. --~ / I i tsr-n :T6'-o" ~ I~ ---__ _ ~/////////////////////////////////)x;;-~4'.f:-5' '///; , ~ ---____ r-- _J
1///////////////////////////////////// ~1 :1: trr---;, IV/, / I --+!-----1 : 1/ TALALA PROP 1/ ==ji ~--...! I z I ~ I --- ~ 1-----1 1 1/ APN: 513-154-016 -~: :
~ I
__
--- : : 8:
1/ J (E) CAlV PUll.BOX TO BE 1 : : 1 i m rnr 1 1/ //
----- 'l 1/ --+:----I I w 1/ (E) BUILDING UTILIZED FOR (N) AT&T ~ ----: 11 r / 11 i -------'1///1 ! • ---- / '-;'-, 1ELCO P.O.C. (MMP) ----~__.- 7/ 1 II w/ ~I ij/1
10 - +-------, 1•
1/ \ SEE ITEM #6/7 OF PTR ------- / I 1: 1 I 1,.__-'---~ 1m ----» .,1//L 12'-o" :
1/////////////////////////////////////½ : _)r/ L_
1~ ! :% i
I I
I
I I -l'l
0 IQ -
I l'l I 3: I ' I r-,.

I~
I • ,o
I~
•w lz
I
~I
-,
251
z' ol >-,
~I
I
~I
-, ~I
I
I
I
I
I
I
I
I
I
I
I' ,. ,. l'l /21 I///
------------ ---(N) AT&T GENERATOR ARE:A (112 SQ FT)----:,(1: :: I~ i'l / I I I
I
I
.~
I
•
AZIMUTH 95'

SECTOR 'A'
,----+k-----+--(N) AT&T 12•-o• WIDE
w AT BASEMENT LEVEi..-----------../ 11 11 11 I ------~/ SEE ITEM #20 OF PTR '\fEJ} I I 11 ,~-~ I 11/ /// (N) AT&T 20M METER/MAIN, 11 1 11 - /_
120/20f!N 3+ AT GRADE LEVEL I 1• "
I
I
1 NON-EXCLUSIVE
I I' l ii 1/ /2 FACILITY AT TOP LEVEL
-- - - - - -
....,., V~ //-;-/
~77,.....,,7....,,/...,... / ..,.... 1/ /,.......,/.....,./...,.. / ...,.... / 1/ .,.....,/....,./---,- ,/...,... / / .,_ /7,_,7_,,,.7....,..1/~ -- - - - -1: :: :: ~ I ___ --~ ! I ACCESS E'ADENT I t% 1/ :1 11 :: ~ I
/ !! !! :: ~ ------
,m,! I
I
I
I I
I/ / 1·1 I II r I _________ ,/ / / ,1 ·~ =m=~========:c>-- ' _J/ / s----r--~~~11 I 11 _ I,_i _ , SEEi
V~
/~1/~1/~1//~ 296 PALM CANYON LLC / / 1////i: i :
1 :
1 1
I I
-
1// APN: 513-154-040 , / 1 , II /~ I I II 'i /2 --- 1/ SEE ITEM #8 OF PTR ~ 1 : ! :: CI1
~ 1F PALM SPRfN'~ i / 1/,:: : I I AP N:
5/JM 15 4- 0"4 4 TH1RtJ/ 0 4 8 - ~'1 ------l /
~lu :: W
L----
/_r½ i I
• • • • . SEE ITEM #11 OF PTR ••••• ; I ; :: 1W/@F/1/// i I I
I
I I
I
I
I
1/////// ~/////// : ! i1 uL/ullllu/.'.L'.'.'/L/.L'.I i • 1/ ! J :: : i t% SEE ITEM 1/9 OF PTR / I ! !/ •/~ .-----,:--: • ~///////////////////////~ ii ::
/~ ) •
SEE ITEM #19 OF PTR -=:::::::::=======l!J: :: l..::::=:::::1::::: .l !l::'::':; ll! ~II ==============:;:YI ,
______________________ ___,_:_,_ ..... ii________ _J~-- --- 11 --NB9:-59 ·2s;;-w-143~ i:-_/'\_ s 40·09• 1 s" w CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
AZIMUTH 185' (E) PROPERTY LINE 17.01'
(E) ACCESS DRIVE UTILIZED FOR (N) AT&T ACCESS ~ENT

SECTOR B
at&t
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT
3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED DRAWN
KV
HL
FV
HL
RF
BY

SITE PLAN
SCALE: 1 " = 20' -0" 1
o s· 10· 20·

BOK DKD AT&T MOBILITY BOK DKD TUSTIN, CA BOK DKD BOK DKD SITE PLAN BOK DKD CHK APP'D JOB NO DRAWING NUMBER REV.

AA-CSL05482-A01 4
Item 1K - Page 38
r--------------
H ________ __l,. _____ L_ __ --==t-=------------------l (E) EXTERIOR WALL--~
(N) VERTICH.. CONDUIT RISER,

PAINTED TO MATCH (E) BUILDING
@ (N) STUB-UPS AT I - - L DO3 GROUND LEVEL.---r--r-:', l : : , - - --~1 <ft --, ---~ - --------------i I
- - - - - - -+- 1 I!; - m= ~ ~ I • • !l I (E) ELEVATOR
CORE ! I L 9 _J I '"7 ;·~ I • L---+tt-- SHAFT, lYP. {N) CONDUITS THRU l([) GROUND LC/[l 7
r
s I I I Is
(E) EXTERIOR WAl.1 AT (E) 1-----"--1

TOP FLOOR CEILING LEVEL
s : I I Is s I I
(N) POWER, TB.CO ROIJTED

THROUGH CONDUIT TRAPEZE

AT CEILING BELOW
(N) UNDERGROUND
POWER, TB.CO

CONDUITS
i : s
I :
_@i) _________ +-------l
<ft-E/T-<ft-<ft-<ft-E,<J)--<ft-<fts
I
s l (C) PARKING GARAGC TOP LCVCI 7
/ / / / 11 1 I
/ / / 1 I I I I I 151 / / i : i: LJ : : I:
//// ~
/ / D I I I I I 1S1
(E) PAD MOUNTED LJ i L1 I I jt1~~.;:4~~/ ';z'J/ m:~~~ #P BE / / • .,........_ ~(N) UNDERG~UND I i1 UTILIZED FOR (N) / / i ~-.......~POWER, TB.CO CONDUITS : S

TO BE UTILIZED FOR
(N) AT&T m.co __ --,,, // i i L POC (MMP) ' w " (E) PARKING · · · / / 1 1 GARAGE 7
(N)2• % j j UNDERGOUND j j
CONDUIT FROM /4 (/) l "1 MMPTO(N)AT&T I ~~w t "
LEASE N£A. • u a:: I I (APPROX. 2651 U ow "
<( I I / l,_,_,
(E) WALL MOUNTED METER ----~
{N) AT&T WAl.1 MOUNTED 200A
METER/MAIN, 120/208V, 3+ ---~
(E) EXTERIOR WALL -------~
I~ f r7L : : i;r ,--,-- 1/ /,---,-/ / ....,...., / ! i. t //// I I r--- ---=--~:1 ·~. w~
1',~ I ,,1 ~I 111 - -
, 1',m 1 1/1 1/4
,--
1 ~I
0::: I 01
z,
~I z,
.~ cSI I
~I
0' zl
I
I
I
I
I
I
I
I
I
I
I
I
I
/ I 11 - - - - - - - / ,

I I I I I I I I
I 11 (E) ELEVATOR 1 • I 11 • SIWT, lYP. ,
I :: / ~ )
I
I
I
I
I
I i ii ==ll==lll.:;;::: Wl====;;=========:::;:Y1 ,,
---~•------11._______ -----------~~-__/ I

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262

PLAN VIEW - CONDUIT ROUTES
SCALE: 1" = 20' -0"
0 5' 10' 20'
--
~~_, _,, at&:t
J ,.-/: Mobility "'-~
1452 EOINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED
KV BOK DKO AT&:T MOBILITY

HL BOK DKD TUSTIN, CA

FV BOK DKD

HL BOK DKD PLAN VIEW - CONDUIT ROUTES

RF BOK DKD
BY CHK APP'D JOB NO DRAWING NUMBER REV.

DRAWN AA-CSL05482-A01.1 4
Item 1K - Page 39
(E) EDGE OF

PARKING STRUCTURE--------
RELOCATED FDC AND WAlER

METER (BY OTHERS)----
(N) ACCESS DOOR TO (N)
- (N) s• GAP DRAIN AT
BOTIOM, (4) TOTAL
(N) AT&T WALL MOUNTED@ PANELS CONSISTS OF: 003
• (N) PANEL 'A'
• (N) SERVICE DISCONNECT • (N) SERVICE LIGHT
• (N) TELCO CABINET • (N) FIBER CABINET
AZIMUTH 340'
SECTOR 'C' (N) FAUX El.E.VATOR SHAFT PAINTED N-1D TEXTURED TO - - MATCH (E) El.E.VATOR SIWT S02 so3
1'',-6-~~-E:-Q-UI-PM_OO_RO_O_Ml.~/ -\_\\\\""7::::--lir-/1¥=~=~~-w-F"""""~=~=~~ ~~~v~~1---/ -----.--r~~~E ~TED 1/
1'-8" 1YP.

CLR.
t::
<l'.

I
(f)
Cl:'.
0 fw
00 _J
I w
N X
::::,
;:;:
fz
-
'
' '
Cl:'.
' 0 0 0
10 '".._t-~
z

E/T E/T
SLOPE
TO ACCESS ANTENNA ' . 4' -o" :~=~====~:
(N) CONDUIT ST\JBS FOR W (N) POWER/JEl.CO RUN
MFA MJCM. -0 ' (N) CONC. PAD ii ' :: I
Q '~( !~: ::::~i -! 1--------(N} AT&T ~TTERY CABINET G0~016U ~-~~Ir-~---.::.. " __; II ' --- -->t.'
~--------fl
___ ____,.,___-_c-=c..a.,-.~ / / I l>-". II ; -(N) OVERHEAD w , 1/ ~lc1.1_ i:_ - - • / r=,====i~ -:--- CABl£ LADDER, lYP. '".._ti
r---
-
'
'
-
' 0
if
OU
1z n8
.
'
/L / l =•====:i -; _,,---(N) FAUX El.E.VATOR stWT
, I ---- 1, / PAINTED AND TEXTURED TO
(N) FIRE EXTINGUISHER !- I ' II 0.. ; ,. MATCH (E) El.E.VATOR SIWT c~ - 2A-10ABC ; _ 4'-o" I . ; 1;;- ----.....JJ :~=••~· HI L!5e-i~=i i ~fl) (~o;; 1 ~,~?,: ; . 0 !~ ~-: i -1!
OR /if', . EQUAL MOUNTING ;,, ~- ' o/~ ~-----7: w _,.,- (N) ¼• WEEP HOLES O 24• O.C., HOEIGF CABHT INET5' N;t!TO CE:NTER '/;n.:. - n-· -i,r, -- :~~:,>'---~ -- 3 - 9 - --n--~17 ~~~ 17~~. •"""- II ' / INSIDE RANGE T ; ~,I I II v II . II I II if :11 :: :.1 r• :~= ~ =7: '/ ~; /
, ,,_11 II I II .11 ·1 11 I ~ I II II II II L ," ,'I I II 11 . / 11 ~ 1 II 11 11 ' 1 )Il l II I II. 17 II f II : 11 ,, ,, ,, . II-.= :====-II 1 0 :rr:_ _ ~---~---] I I! _) I II 'i7 " . <! .Ir 7: : // I~~-?~---- =,;~:,---i~~~ ,~---~--~~---~2-~jil ·-Ji ~i"'-"'------<N> AT&T ccPPw / / , , 11_ 1 I IT l, !! 111! . ; r.ABINET
,
(4) TOTAL----=7 - --- '
; j t:<1,:4---(E) LIGHT POLE
\ UPPER PARKING LML I (N) AT&T GENERATOR CAMLOK PAINTED TO MATCH (N) FAUX ELEVATOR SHAFT--~
•
,
13'-4"
(N) AT&T FAUX ELEVATOR SHAFT •
.
'

EQUIPMENT LAYOUT PLAN AT BASE OF FAUX SHAFT
SCALE: 1/2''=1'-o" 0 1' 2'

ON (E) COWMN
DCI PACIFIC CSL05482 PALMS SPRINGS PARKING GARAGE
A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 (N) ANTENNA ARfA 36"X36• ACCESS

OPENING FROM EQUIPMOO MFA
WITH POSTS AND SAFETY CHAIN --~
6~0
(N) AT&T EXI-WJST FAN --------1'1-+1-1.

G_B
(N) AT&T GPS ANTENNA -----no
@
(N) AT&T DC9 NEMA SURGE
SUPPRESSOR (STACKED), (3) TOTAL___/
•
I l 1
00 B1 B2
3' -0"
4' 8" ' 0,
'1 I
~-t------:=::±£L ___ (N) CABL£ PORTS
A2
' D
I
t')
A1
1,J,.----(N) AT&T PANEL
--'I.---,
• 00
I
v
--\
'
2'-2"
ANTENNA. (6) TOTAL
•
AZIMUTH 95'

SECTOR 'A'
(N) AT&T REMOTE

RADIO UNIT (RRU)
STACKED, (36) TOTAL
t:;:: <l'.

I
(f)
[l:'.
0 ' 00 _J
I w
N X
::::,
;:;:
z
G~v FHl-----:+--.-.---,-i-------.-,---Ii---~ i---~-----1~, lib ..,I=, ...... -,,., .. ,,,,,,,. ,,,,,.;; ..... ..... ..... ,ifz: ...... ±:z ....,"""' .. '"""°" "''"""""' '°""' """""""' "''CE: """ =--· ,,,k,j ... ., °""' '"'"""' ' .,,,,d; ., ..... c:,:: .... = ~,,---=----.. ~---.... ,,,,),,., '"""""""""' '""""' ''""""' """d,Jj .... ,. , ------------'!.---

SECTOR POSITION MFR
Al CCI
ALPHA
A2 COMMSCOPE
Bl COMMSCOPE
BETA
B2 CCI
Cl COMMSCOPE
GAMMA
C2 CCI
at&t
13'-4"
(N) AT&T FAUX ELEVATOR SHAFT
AZIMUTH 185'

SECTOR 'B'

ANTENNA LAYOUT PLAN ABOVE EQUIPMENT LEVEL
SCALE: 1 /2"= 1 '-0"
CSLOS482 ANTENNA & RRU SCHEDULE

PANEL ANTENNAS
MODEL NO.

TPA65R-BU6DA-K
NNHHS4-65B-R5 NNHHS4-65B-R5
TPA65R-BU6DA-K
NNHHS4-65B-RS
TPA65R-BU6DA-K

AZIMUTH
95 95
185 185
340 340
RAD
CENTER
451-011 45 1-011 45 1-011
4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT

REMOTE RADIO UNITS (RRU'S)
TYPE
RRUS 4449 B5/B12
RRUS 8843 B2/B66A
RRUS 4478 B14 RRUS 4415 B30
RRUS 8863 N77
RRUS 4478 B14 RRUS 4415 B30
RRUS 8863 N77
RRUS 4449 BS/B12
RRUS 8843 B2/B66A
RRUS 4478 B14 RRUS 4415 B30
RRUS 8863 N77
RRUS 4449 BS/B12
RRUS 8843 B2/B66A

KV BOK DKD

HL BOK DKD

FV BOK DKD

HL BOK DKD

RF BOK DKD
RRU
COUNT
12 12
12 UP OR
DOWN

UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP
0 1' 2'

AN TEN NA AND RRU CABLES
Fl BER TRUNKS DC TRUNKS JUMPERS

QTY LENGTH DIA QTY LENGTH DIA LENGTH
2 2
2 30' 2" 30' 2" 30' 2"
6 30' 2" 6 30' 2" 6 30' 2"

AT&T MOBILITY

TUSTIN, CA
<12' <12' <12' <12' <12' <12' <12' <12' <12' <12' <12' <12' <12' <12' <12'

EQUIPMENT & ANTENNA

LAYOUT PLANS
DIA
1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2"

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70 249 S. INDIAN CANYON DRIVE PALM SPRINGS, CA 92262
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
NO. DATE REVISIONS BY CHK APP'D JOB NO DRAWING NUMBER REV.

IRVINE I CA 92614
SCALE AS SHOWN DESIGNED DRAWN AA-CSL05482-A02 4
Item 1K - Page 40

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
' t '
s
I ____________ (,"[ ) PARKING STRIPE~---------------
(N) U.G. POWER AND 1B.CO CONlUITS ----------._
GB I I

I I I I I I
s
I
s
I
s
I
s
I
s
I
s
I
s
I
s s
I
s
I I
' /
/ 5' -0"
•
/ CLR.
(N)
(N) NON-EXCLUSIVE

MAINTERNANCE TECH

PARKING
16'-o"

AT&T GENERATOR LEASE AREA
,, / 6'-0" /
· /
/ /
(E) PARKING STRIPE
"
' /
/4 ..

M
/ (N) BOUARD /
/ ' G~0
•
,.
' 0:::
(N) CHAIN LINK FENCE
ENCLOSURE W/ IN-RU. SLAlS

MATCH (E) FENCE
G~? ;:, I I I
I _J
~u
S I ~x -x -:~~ -1-x -x -x -x -x -x -x •l--x -x -x -x -x -q--\:::_-:;f---------------------------~ ' ,. ' I I I I S I ro • (N) 4'W CtwN LINK ~TE W/ <D / I I I
I I I (N) 2•tt EXHMJST I S I
I
' ,.

PIPE EXTENSION---------.1._'-----._J I W I (N) 20KW AC COMPACT I SI I r---------_ _ __.1::::::::--------------l-~IGENERATOR W/ 105 GAL. : S : ' DIESEL TANK ON (N)
i L. L =-•-• -•-•-•-•-•-•-•- E- 4'X6' CONCRETE PAD G~0
I I -- ·~ L___BI~
(N) SERVICE LIGHT----i,
1 -v-::r-ti--J--t-----+---_l::=======::li~r---- @ : ! :
(E) EXTERIOR WALL--~
I I I
I S I
: I :
n
I S I
I
(E) EXHAUST DUCT-------.. I S I
' 0 0::: I _J
LO U
r.,,_r-,
. ..... , . I
4"
TIP.

I I I -'_-~-----------------------i
I I
I I I
I S I

I I I I I
_________ J S I
E-T-T-T-T-T-T~
I
---------7 i
'E) S AIRS
DO VN
•
(E) GENERATOR
(BY OTHERS)
d_, -x _, _, -~-----~~----- IN-AU. SLATS MATCH (E) ~TE @ I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
_,,
/
_,,
---
n
'----------DEMO (E) FENCE (THIS SIDE ONLY)
I
,,,,,,,,,,,,
__ ,,,-
I
I
I
I
I
I
I
I
I
I
I
'
I '
I
I
I
I
c~-----
r
•
-
r• -----------(E) VERIZON CHAIN LINK FENCE
f ENCLOSURE WITH IN-FILL SLATS
------(E) BOLLARD, TYP.
.
•
' 0
I
-st
•
' <D
I
•
,.
w
!<i:
c..,
z
,. ,.
i i l i i i i i i i
i i i
I z 0 GENERATOR LAYOUT PLAN @BASEMENT 1
1 ._j_. ' '
CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
I SCALE: 1/2''=1 '-o"
k
- ~ at&t
J 11.:Z:,-.,-/, Mobility ""-~
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
0 4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN I DESIGNED
1' 2'

KV BOK DKD
HL BOK DKD ~c,~O ARC'
FV BOK DKD 1)~~0
1~

HL BOK DKD

RF BOK DKD
*~ --s~
]* u'. R~
~d ~; ;;3
BY CHK APP'D 1'~<>.,"<-
'< or c~1..\~<:1

I DRAWN
NOJES;

NEW GENERATOR ENCLDSURE SHALL
OCCUPY 1 PARKING SPACE

L (E) PARKING GARAGE AT
[JAS[MCNT U:VCL 7
•
,.
0:::
<(
w
(11
_J
0:::
' 0 0
I !<i:
" 0::: w z w
c..,
f61:1
!<i:
z
•

AT&T MOBILITY

TUSTIN, CA

GENERATOR PLAN

JOB NO DRAWING NUMBER
AA-CSLO5482-AO3
REV.
4 Item 1K - Page 41
(N) AT&T PANEL ANTENNAS AND

ASSOCIATED EQUIPMENT MOUNTED

WITHIN (N) FAUX ELEVATOR SHAFT,
SEE SHEET A02 FOR ADD'L INFO -~
(N) FAUX ELEVATOR stWT

PAINTED AND TEXTURED TO
MATCH (E) ELEVATOR SIWT--~
12'-8"
, "
. OPEN .

AT TOP
--(N) EXHAUST FAN
--(N) AT&T GPS ANTENNA
3! \, I
--(E) LIGHT POLE e!!:

I CABINETS INSIDE (N) -
/,--(E) VERIZON TOWER/ELEVATOR SHAFT
--'I.-- '--------------------------'Ir-·~---,.,,
1•1 ·,.1---.. --, --------------~_!! /
(N) AT&T EQUIPMENT 'z'
l~-~---r,-~_X_ELEVi __ ~_ro_R_S_HAFT ___ ~• \,i V ,. 'iio ·- w~v l/
,- m I I, 1r II II g ' -'1.----J,,l....j , j,J ll,Lr.iil... •~ i 4 Iii !; (N) s• GMJ DRAIN, (4) TOTAL / 'b f i:2 :::: m SEE SHEET A02 FOR ADD'L INFC 1 .lg;,-,cf. V
!li1! 1!!5 1 w •.r 1 ~; (N) GALVANIZED EXPANDED /
TT - ' ..:c
'
'b
I
'
"" I!:! ::' ., METAL MESH W/ #12 1EKS
g 0 ,., ei I SCREW WITH 1. WASHER AT
l!i g c;:! EACH STUD (3 PER STUD)---~
i2 sg o'-o"
,, ' ' ' ,, ' ,. (E) GRADE ( 445.74' A.M.S.L.)
(N) SHEET METAL CONDUIT

COVER RISER, PAINTED TO
MATCH (E) BUILDING-----~
(N) UNDERGROUND POWER, TEL.CO, FIBER AND DC CONDURS -----~ -
\ -----------\--------------
~-(E) PARKING STRUCTURE ~-(N) AT&T METER/~N
0 GRADE LE.VEl.

WEST ELEVATION
SCALE 1/16"=1'-o"
(N) AT&T PANEL ANTENNAS AND

ASSOCIATED EQUIPMENT MOUNTED

WITHIN (N) FAUX ELEVATOR SHAFT,
SEE SHEET A02 FOR ADD'L INFO ----._""'
'
(N) FAUX ELEVATOR stWT ""
0 5' 10' 16'
13'-4"

OPEN AT TOP

PAINTED AND TEXTURED TO

MATCH (E) ELEVATOR SIWT
' '
~-(E) VERIZON METER
--(N) EXHAUST FAN
--(N) AT&T GPS ANTENNA
/I ''i . ,.& ;i
"~---------------------------------------------------------- -- V1 c.o LL.. a:::
• I w
' ,.

I I i I ' ,.
-
d
I i t:;:: !ij <( 'b :r:

Ill I (/)
• 0 )( 0:: 'z' I 0
- 0 ';;;: -st- i:.':i - -H z _J
- w
LL.
0 ; w
0 t:;::;

0..
<(
0::
• <( n 0..

I
CD w
n
-H L,_
0 0..
0 f-
:i
' ' ' ,. . , . ,.
'
,.
i
(/)
=
u.J
X
=:,
.
0 = I~
LL
NO
n
-H ""' ;
--><:
::.:l
c:,
=
• 0
I
LC)
N
' ' o'-o" ' (E) GRADE (445.74' A.M.S.L.)
X
----------------~
' ,.
~tr-- z <( ,.1·~~::a,-fj'j" E-fij-ft1 /~-(N) AT&T EQUIPMENT 1< CL I/ CABINETS INSIDE (N) • 8;= :ai FAUX ELEVATOR SHAFT c.o :z cE: Ir/
I o~
CX) = < :::,e
=
' ,.

I I I I I II I I I ~I
I I I I I L 11
1=METAL MESH W/ -#12 1EKS
SCREW WITH 1" WASHER AT
00! STUD (3 PER STUD)
NORTH ELEVATION 2 SCALE 1 /s" 1 • o" ["" I I
0 2' 4' 8'
---
-
CSL05482 4 01/11/23 INCORP. FINAL POWER & TELCO REPORT DCI PACIFIC k - ~ 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM PALMS SPRINGS PARKING GARAGE i,--,. · ---- ':'I at&t 2 09/14/22 ADDRESS CHANGE A --~_, IE IC WORKS #MRLOS034534 I FA: #14059611 I USID: #266172 PACE: 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS ,~<2;;:s-,:
' . -- Mobility 1'..~ 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK 1452 EDINGER AVENUE, 3RD FLOOR NO. DATE REVISIONS I SUITE f 70 249 s. INDIAN CANYON DRIVE IRVINE I CA 92614 PALM SPRINGS, CA 92262 TUSTIN, CA 92780 SCALE AS SHOWN I DESIGNED (E) ELEVATOR

II I I II I I
- -- u~ J J
-n --n -
_.--(E) VERIZON TOWER/ELEVATOR SHAFT
t:;:
<(
:r:
(/)
0::
0 w
_J
w
.....__
• 0:: 0 w
I :s::
- 0
t--
LO z -H 0
(E) PARKING STRUCTURE N Cl:'. w
>
w
LL
0 0..
0 t--

KV BOK DKD
HL BOK DKD ~c,~O ARC'
FV BOK DKD 1)~~01~ HL BOK DKD

RF BOK DKD
*~ --s~ ]* u'. R~~d ~; ;;3
BY CHK APP'D 1 • ~<i,. '<- JOB NO '< or c~1..\~<:1

I DRAWN
NOJES;

1. NEW FRP SCREEN AND ACCESS

DOOR TO BE TEXTURED AND

PAINTED TO MATCH EXISTING
ELEVATOR stWT.

2. NEW STRUCTlJRES NOT TO EXCEED

EXISTING VERIZON
lRECOMMUNICATIONS FJ.CIUTY.

SHAFT
'
'\-
w

0..
<(
LO "" <( I 0.. LO
N w
-H
ci
' .,_:
,,
NOJES:
.
• 0
I
0 -st-
-H
'
,.
t:;:
<(
:r:
(/)
"" 0
> w
_J
w w
LL
0 0..
0 t--
,,
' ,.
'
L,_
0 CL
,,

1. NEW FRP SCREEN AND ACCESS

DOOR TO BE TEXTURED AND PAINTED TO MATCH EXISTING
ELEVATOR stWT.

2. NEW STRUCTlJRES NOT TO EXCEED

EXISTING VERIZON
lRECOMMUNICATIONS FJ.CIUTY.

AT&T MOBILITY

TUSTIN, CA

ELEVATIONS

DRAWING NUMBER
AA-CSL05482-A04
REV.
4 Item 1K - Page 42

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
{N) FAUX El£VATOR SHAFT WITH 1 • MAX. SHOP RNISH
FRP PANELS TO MATCH (E) VERIZON TOWER -~
~-(N) EXHAUST FAN
~- (N) GPS ANTENNA

TOP OF (N) TOWER AND ANTENNAS
I j--~ I -==1 ,~ ,~
(N) 6'H PANEL ANTENNAS ------------------.\ : : : : 1 : : I I I I I I 1 I I I I 1+--
1 I I I 1 1 : I i I I I I

I I I I I I

I I I I I I
I I I rl I I
(N) GM.VANIZED EXPANDED METAL
MESH W/ f12 TEKS SCREW WITH 1•
WASHER AT EACH Sl\JD (3 PER Sl\JD)
-
,
- ~ -----+---+--+-----+------+---+--+-----~--,-------i---+--;-----r-1··r ·1·- ---c--c:e5f·=·~-,~ -- _
l\
_
,
______ c--~ ---t-----+--c--c-----,-------,-------r-----,--,----,---·~_-_ - _- _- ,.,--_--_ -_ l _r +-, - · \ : : • • • • • • ;, ~/.,r--- (N) 3'x3' PLATFORM OPENING WITH \ : V POSTS AND SAFE1Y OWNS
+-+---'~ -------+---+--+-+! ! --t---t- : ----t---:r--j- : ~-/1----,------/ijl : : : : ,--":~: i : 1:: I I I I '- I / I I I I I ' I I _.,,.-" I
I I I
-- 1- --J
1--J-------------1- ----------
1----------------1- ----------1----------------1- ---------- -
, 1--
1 I I l'-J.. ,__,. .. / II I I I I I-.-.._ .-----l-_.,. I I : : : : : --------- : : :

I I I I I I I I
LJ___________ i l_: ____________ J / i
'
!
I I I
------------------------------- '- +-'- ---------
I I
I I
--------------~--L--

BOTTOM OF (N) ANTENNAS

TOP OF (N) PLATFORM
r, I
: v----(N) ACCESS LADDER
:
'r::~--,
' '
,---------------------,
I I I
'
I I I
r, I
~ I
r
_
'

I I I I
1 I ,--
I I I I ' .r I I
I
: i

I I I I I I I I
/
TOP OF (N) EQUIPMENT ~INETS
V
I 1/11

I I I I
\
H-------+---~ '-+------+---!:I- -----+-----t----~· - t-,:- /~---li '-''"·lt---_, -v---(N) W4 SUPPORT BM OVER LEVELING GROUT I I
i : ...,.,.~ , - 7 -
'
' 0
I
<D
'
' <D
I
'
a
I
N
'
' 0
I
<D

I' I' I'
I'
' I'
' <D
I
r---
'
' <D
I
IX)
I'
' I'
• 0
I
<D
0~-~ ts ----+[;~-,xx:xJi~ :- <L~- - -11:~ ,~;t~ l~ T~·--;t~)<~ - TOP OF (N) W4 SUPPORT BM • [X ~ --- - -1 - - --~ , -~-7 ·""- - ;~ [X:XX) - - - --, <[~~X: ----~(F'l~Fl~N.~FLOO~~R ~,~u~PP~ER-.,- • .,KI-NG_LEVEL _____ 'c.o_,,,_~ . > L .· V ,r-i v l-v V 'y .,,... -,, ' ' v V ,,,. V, - - - - ~ ., " ,r- - ' , .,,.. y v " -A -X-,,-'.S.,, ' L' v · V - ;; --.,'StC,t . ,' rN\ ________ , ___ ,.,.... ___ ,,.. 1 ,
~~--(N) }l"f llRMI H<l.E ON INSIE •· •· •·
FLANGE ONLY O 24• O.C.

NORTH TOWER PROFILE
SCALE 3/4"~1'-0" 2
D 1' 2'
CSL05482 4 01/11/23 INCORP, FINAL POWER & TELCO REPORT KV BOK DKD /4.c- ~ 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD c,~O ARC' PALMS SPRINGS PARKING GARAGE at&t ,.-;. · ---- ':'I 2 09/14/22 ADDRESS CHANGE FV BOK DKD fl~~D1~ --~,, PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 ·~<2::s- ' 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD ' . _-/, Mobility *~ ·--,~ ]* 1'..~ 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD u'. R~~d ~; ;;3 1452 EDINGER AVENUE, 3RD FLOOR NO, DATE REVISIONS BY CHK APP'D 1 '~<i,. "<" JOB NO 249 s. INDIAN CANYON DRIVE TUSTIN, CA 92780 , < or c~1.\~<:1 PALM SPRINGS, CA 92262 SCALE AS SHOWN I DESIGNED I DRAWN

AT&T MOBILITY

TUSTIN, CA

ELEVATIONS
DRAWING NUMBER REV.

AA-CSL05482-A04.1 4
Item 1K - Page 43
NOTES:

1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED.

2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP.

3. BOLTED CONNECTIONS SHALL BE ASTM A307 BEARING TYPE
(3/4"¢) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.

4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.

5. POST INSTALLED ANCHORS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION 3GS-T18-00013 "SELECTION, DESIGN, INSTALLATION,

INSPECTION AND TESTING OF ADHESIVE AND MECHANICAL EXPANSION ANCHORS FOR WIRELESS SITE FACILITIES". ANCHORS SHALL BE HILTI

OR APPROVED EQUAL, INSTALLED, INSPECTED AND TESTED AS SHOWN ON THE DESIGN DRAWINGS. NO REINFORCING STEEL SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL.

STRUCTURAL STEEL NOTES
DETAIL 1014
NOTES:
(INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900)

1. GATE POST, CORNER, TERMINAL OR PULL POST SHALL BE 2 7 /8"¢ SCHEDULE 40 FOR GATE WIDTHS UP THROUGH 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1083.

2. LINE POST: 2-3/8"¢ SCHEDULE 40 PIPE PER ASTM-Fl 083.

3. GATE FRAME: 1 1 /2"¢ SCHEDULE 40 PIPE PER ASTM-F1083.

4. TOP RAIL & BRACE RAIL: 1 1 / 4"¢ SCHEDULE 40 PIPE PER ASTM-F1083.

5. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 CLASS

6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TENSION WIRE AT 24" INTERVALS.

7. TENSION WIRE: 7 GA. GALVANIZED STEEL.

8. BARBED WIRE: 3 STRANDS OF DOUBLE STRANDED 12-1 /2 GAUGE TWISTED WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS.

9. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK (KEYED ALIKE FOR ALL SITES OR COMBINATION AS SPECIFIED BY AT&T MOBILITY).

10. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. 11. HEIGHT = 6' VERTICAL + 1' BARBED WIRE VERTICAL DIMENSION. 12. ALL WORK SHALL CONFORM WITH THE PROJECT SPECIFICATIONS.

WOVEN WIRE FENCING NOTES
DETAIL 629

1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED.
2a.COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE.
2b.AS AN ALTERNATIVE TO ITEM 2a. THE "UNDISTURBED SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C.
2c.AS AN ALTERNATIVE TO ITEMS 2a AND 2b PROOFROLL THE SUBGRADE SOILS WITH 5

PASSES OF A MEDIUM SIZED VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL, AND COMPACTED AS STATED ABOVE.

3. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100% PASSING 1" SIEVE.

COMPACTION EQUIPMENT:

HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR.

SOIL COMPACTION NOTES FOR SLAB ON GRADE
DETAIL 1002A
NOTES:

1. FIELD VERIFICATION:

SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED.

2. COORDINATION OF WORK:

SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR.

3. CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER

RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION.

CONSTRUCTION NOTES
DETAIL 1007
NOTES:

1. ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8.

2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, INDOORS-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC.

3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. THE OWNER WILL PERFORM TESTING AND ACCEPTANCE OF T1 LINES.

ERICSSON TRANSPORT NOTES
DETAIL 1012
NOTES:

1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.

2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE

ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL

INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION.

3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS.

4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.

5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH

INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED,

PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH

THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES.

6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.

7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T MOBILITY SPECIFICATION FOR SITE SIGNAGE.

8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS.

9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.

10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.

11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED

BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.

12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION,

SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL.

SITE WORK GENERAL NOTES
DETAIL 1013
CSL05482

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318-14, ACI 336, ASTM A 184, ASTM A 185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE.

2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. {lYPE II CEMENT}

3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO.

4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:

CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER .......................... 2 IN. #5 AND SMALLER & WWF ......... 1 1/2 IN.

CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:

SLAB AND WALL ........................ 3/ 4 IN.

COLUMNS ............... 1 1 /2 IN. BEAMS AND

5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.

6. POST INSTALLED ANCHORS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION 3GS-T18-00013 "SELECTION, DESIGN, INSTALLATION, INSPECTION AND TESTING OF ADHESIVE AND MECHANICAL EXPANSION ANCHORS FOR WIRELESS SITE FACILITIES". ANCHORS SHALL BE HILTI OR APPROVED EQUAL, INSTALLED, INSPECTED AND TESTED AS SHOWN ON THE DESIGN DRAWINGS. NO REINFORCING STEEL SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL.

7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (IBC 1905.6.2) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER;
(A) RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE

SUPPLIER'S PLANT,
(B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR
THE CONCRETE GRADE SUPPLIED.

FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST, TAKING THREE CYLINDERS FROM EACH TRUCK.

8. WATER TO CEMENT RATIO IS 0.45

CONCRETE AND REINFORCING STEEL NOTES
DETAIL 1002

1. ALL MASONRY MATERIALS AND CONSTRUCTION SHALL CONFORM TO CHAPTER 21 OF THE CODE AND TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602-16) PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.

2. CONCRETE MASONRY UNITS FOR HOLLOW UNIT MASONRY CONSTRUCTION SHALL BE CONFORMING WITH ASTM C-90. SEE ARCHITECTURAL FOR TYPE (FINISH), PATTERN, AND JOINT DETAILS. PROVIDE RUNNING BOND UON CONCRETE MASONRY UNITS SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH = 1,500 PSI.

3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED. MORTAR SHALL BE TYPE "M" OF "S" WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 1,500 PSI AT 28 DAYS.

4. GROUT SHALL BE PROPORTIONED BY VOLUME AND SHALL HAVE SUFFICIENT WATER ADDED TO PRODUCE CONSISTENCY FOR POURING WITHOUT SEGREGATION. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2,000 PSI AT 28 DAYS.

PROVIDE CLEAN OUT OPENINGS WHERE GROUT LIFT EXCEEDS 4'-0".

5. GROUT ALL CELLS, UNLESS OTHERWISE NOTED.

6. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION PRIOR TO GROUTING.

7. PROVIDE CONTROL JOINTS AT 48'-0" o.c. MAX.

MASONRY, GROUT & MORTAR NOTES
DETAIL 4
4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT
DCI PACIFIC PALMS SPRINGS PARKING GARAGE ~ ) at&:t 3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM 2 09/14/22 ADDRESS CHANGE A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
•·==--_-/, Mobility 1'..~
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN I DESIGNED I DRAWN
KV
HL
FV
HL
RF
BY
NOTES:

1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:

CONTRACTOR

SUBCONTRACTOR
OWNER
OEM
- BECHTEL - GENERAL CONTRACTOR (CONSTRUCTION) - AT&T MOBILITY - ORIGINAL EQUIPMENT MANUFACTURE

2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE

CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR.

3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND

UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.

4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY.

5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS,

EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.

6. DELETED.

7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.

8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR.

9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1

CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR

10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.

11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.

ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.

12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.

13.ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301.

14.ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 2500 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.

15.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS.

16.CONSTRUCTION SHALL COMPLY W/ SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES.

17.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.

18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT.

19.SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD

BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS.

BOK DKD BOK DKD BOK DKD

GENERAL NOTES
DETAIL
c,~O ARC'
1006

AT&T MOBILITY

TUSTIN, CA

BOK DKD
*~ --,~ ]* CONSTRUCTION NOTES BOK DKD u'. R~~d ~; ;;3
CHK A PP'D 1 '~<>.-"<- '< or c~1..\~<:1 JOB NO DRAWING NUMBER REV.

AA-CSL05482-D01 4
Item 1K - Page 44
Pipe clamps
BCTS Series Conduit Trapeze Support For Thinwall (EMT), Rigid Conduit or Pipe • Used to sJppo1 multiple runs of conduit/pipe on same elevation • Availal::;le ir1 three sizes:

BCTS1 series for up to 1 ¼'' EMT or 1' Rigic conduit - 7 6 ga. (1.5mm) BCTS2 series for up to 2" EMT or 2" Rigid conduit• 16 ga. (1.5mm) BCTS3 series for up to 4" EMT or 4" Rigid conduit - 14 ga. (1.9mm) • Bushings available for all three sizes
• Multiple lengths available in 6" (162m11) intervals f:-om 1 ?" (3lEtTm) to 1 ?O;' {3048mm)
• Can be suppornd with%' or ½" threaded rod or bolts by simply flipping the part from top to bottom (threaded nxJ and hardware is not includeCI • Reduces need for conduit/pipe clamps at eve-y supp:::irt location • Can be tiered to support multiple conduit/pipe levels • Can also support Flextray"" and cable tray
• Flange hole pa~terns provide multiple options for hanger rods, mounting hardware, or accessories
• Repeating 6" 115211ml hole pattern for field cutting • H,mg!:lr rod sp.rr.:irg should nol !:lxc.:e~d 36' (9" 4mm) • UL Listed for US and Canada - 500 lb (22.2kN) load rating at 12" {305mm) hanger spacing for all three sizes - safety factor of 3 • Maternl: Pre-Galvanized Steel,
Stainless Steel Type 316 (acid SS6 to part number, i.e. •CTS1-24SS6) BCTS1 Series • 1¼" EMT/1" Rigid Maxim.1m
Hi:f-ger rod spa:irg loads: Safety Fa.tor of 3 - Evenlv dislJibuted rmxirmrn loads • 24' (009mm) is L.60 bs. I2.00kN) • 36" (914mm) is 350 lbs. {1.65kN) Part No.

BCTS1-18
Wt.IC
Lbs. kg
124 (56.2)
2%"
166.7)
BCTS2 BCTS3
BCTS1-24 shewn
Overall Length----. __ _
---
..... , r 1 "/1e" BCTS1-30 199 (90.2) 9/i6" dis. (33.3) BCTS1-42
....... --······ ... -
BCTS1-66
.,
- BCTS1-78 78 39 498 (225.9) ~::· ·-- .. ·: ~¢t,J---~---t:1'-jiii!I;~:

BCTS1-90 90 12286) 92 (2337) 45 573 (259.9)
f~.BlliffI ]MY ,.--- ;;i~~LU,I;_ f:fflllli~iii~
BCTS1-102 102 12591) 104 {2641) 51 648 (293.9) --· .. ·· __ ,_ .................... " ................... _ ...... " ............ " .... __ BCTS1-114 114 12895) 116 {2946) 57 722 (327.5) BCTB1 [3,.1sh1r,g for 1 %' I I oles 0.4 (0.18)
~h/ dia
:1.11
(14,2)
/
(152.,q
Reference page 168 for general fitting and standard finish specifications. 'hs" d1a.
{111.1)
Eaton 170 8-Line series strut systems

CONDUIT TRAPEZE
MANUFACTURER: MODEL:

ENCLOSURE DIMENSION:

LENGTH (INCHES):

WIDTH (INCHES):

DEPTH ( INCHES: )
WE IGHT (LBS):
"""
?
I
RAYCAP
DC9-48-60-24-PC16-EV

16.34 16.57

8.19 BEAM PER 34.9 r STRUCTURAL
"""
PER MFR.

SCALE:

N.T.S
?
I
~P. V Pl 000 UNISTRUT CHANNEL OR APPROVED EQUAL, (2) TOTAL [ ]
Pl 000 UNISTRUT
DC9 CHANNEL, ~P.
[ ]
/ SS 1 /2"\ll A307 THRU-BOLT, ~P., I TOP & BOTTOM I
s s
..... .....

NOTES:
7 1. MOUNT DC6 TO P1000 UNISTRUT CHANNEL WITH 3/8"\ll UNISTRUT BOLTING HARDWARE AND SPRING NUTS. ~PICAL FOUR PER DC9.

2. GC TO VERIFY MEASUREMENTS AND INSTALL PER MANUFACTURER SPECIFICATIONS.

3. ANCHORS SHALL HAVE HOT-DIPPED GALVANIZED FINISH
DC NEMA SURGE SUPPRESSOR (DC9) SCALE: N.T.S 8

DCI PACIFIC PALMS
• 0
1 Q"
1-1 /2''
4"!ilx3' -6"H. GALV.

STEEL POST
(4) ½"ill HILTI KB TZ WITH 3.5" MIN. EMB. (ICC ESR#1917)

SPECIAL INSPECTION REQUIRED
1 /2'' THK. STL. PLATE--~
(E) CONCRETE---~
C
;4 ;4
BASEPLATE SCALE: N.T.S
NOTE:

GPS ANTENNA WT. = 1.5 LBS. MAX.

T.O. SCREEN WALL---~
•

SECURE TO WALL AT EACH
r,

I I I I I I
0 GPS ANTENNA
1 1 /2'' 0.D. X 3' -0" MAX.

GALV. STEEL MOUNTING PIPE
5 END OF UNISTRUT WITH #14
SMS, SPAN 2 STUDS MIN.-~ HORIZONTAL UNISTRUT W/ CLAMPS
BY VALMONT OR APPROVED EQ.,

TO HOLD GPS ANTENNA
'

COAX CABLE (AS REQUIRED BY ,) COAX GROUND KIT
ANTENNA MANUFACTURER) --lt----.J...;
(~6 AWG GROUND WIRE TO CADWELD ON POST OR LUG

ON GROUND BAR

ELEVATION
NOTES:

1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA.

2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA.

GPS ANTENNA MOUNTING DETAIL SCALE: N.T.S
CSL05482

SPRINGS PARKING GARAGE
6 4" DISHED HEAD OR PIPE CAP
4"\ll SCH 40 GALV STEEL PIPE
(E) CONCRETE
.
--~ • ...
,.
·. ~· .

BOLLARDS
w
. ,
-
·. . ·~ •. . '
.• . < .. •· :,
• ·-: 4. ••
--
• J

BOTTOM FRONT

EQUIPMENT SPECIFICATIONS
~PE MODEL NO. HEIGHT
LTE RRU RRUS-4449 85/812 17.9" LTE RRU RRUS-8843 B2/B66A 15.0" LTE RRU RRUS 2012 829 16.5" LTE RRU RRUS 4478 814 15.0" LTE RRU RRUS 4415 830 16.5" NOTE:
1 . GC TO REFER TO RFDS FOR EXACT MODEL
'
' <O
I
....,
WIDTH

13.19"

13.2'' 13.4" 13.2'' 13.4"
REMOTE RADIO UNIT SPECI Fl CATIONS
SCALE:

N.T.S
::c
SIDE

DEPTH WEIGHT

9.44" 71 LBS

10.9" 72LBS

6.4" 46LBS

7.3" 59.4LBS

5.9" 46LBS
SCALE:

N.T.S
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT
3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
3 4
A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 at&t I USID: #266172 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS Mobility 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK DATE REVISIONS I SUITE f 70 249 s. INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR NO. IRVINE I CA 92614 TUSTIN, CA 92780 PALM SPRINGS, CA 92262 SCALE AS SHOWN DESIGNED DRAWN KV
HL
FV
HL
RF
BY
MANUFACTURER:

MODEL:

FREQUENCIES:

LENGTH:

WIDTH:

DEPTH:

WEIGHT:

CCI
TPA65R-BU6DA-K
4x698-896MHz, 8x1695-2400MHz

71.2''

20. 7"

7.7"
69 LBS
_J
D L .____[ _____,]
14 w .I
BOTTOM

ANTENNA SPECIFICATIONS
MANUFACTURER:

MODEL:

COMMSCOPE
NNHHS4-658-R5
FRONT
PORTS/FREQUENCIES:

HEIGHT:
4x698-896MHz, 4x 1695-2360MHz,

72.8"
8x3400-4000 MHz
WIDTH:

DEPTH:

WEIGHT:

19.6"

7.8"

86.6 LBS
• 1 [~~]
I. w .I
BOTTOM

ANTENNA SPECIFICATIONS

BOK DKD BOK DKD BOK DKD BOK DKD BOK DKD

CHK APP'D JOB NO
_J
I. w
FRONT

AT&T MOBILITY

TUSTIN, CA

DETAILS

DRAWING NUMBER
SCALE:

N.T.S
. I
SCALE:

N.T.S
AA-CSL05482-D02
1 2
REV.
4 Item 1K - Page 45
T.O. FRP BEAM
1" FOAM (OR AS REQ'D)

TO CONCEAL FIBERBOLT
OR SEE ALTERNATE-~

FRP TUBE

EIFS FINISHING ASSEMBLY

WITH ACRYLIC MESH (NO
STEEL MESH ALLOWED);
(SEE NOTE 1) ---~
1 /2" FIBERBOLT FOR FRP PANEL
TO HOR. FRP BEAM ATTACHMENT.

MINIMUM SPACING 2' -0" O.C.,
1 / 4" FRP PANEL/PLATE
(SEE NOTE 3) ---~
---,
-@- I
___
I .J

OR AS REQUIRED BY FRP

MANUFACTURER

FRP TUBE POST
~-ALTERNATE METHOD OF
ATTACHMENT TO AVOID 1" FOAM.
(SEE NOTE 2)
NOTES:

1. AN EIFS ASSEMBLY WITH 1" FOAM REQUIRED IF FIBERBOLT IS INSTALLED PERPENDICULAR TO PANEL. NO FIBERBOLT SHALL BE VISIBLE FROM EXTERIOR VIEW.

2. STO FINISH W/0 FOAM IS ALLOWED IF FRP MANUFACTURER WILL PROVIDE ATTACHMENT TABS AT BACK SIDE OF FRP PANEL FOR VERTICAL STUD/POST ATTACHMENT.

3. GC TO COORDINATE WITH FRP MANUFACTURER FOR MAXIMUM FRP PANEL SPAN.

INSTALL INTERMEDIATE VERTICAL CHANNELS OR ANGLES AS REQ'D.

FRP
• 0
I
,,.,
SCREEN WALL ATTACHMENT DETAIL SCALE: N.T.S
(VARIES)

WARNING TAPE
~-MATCH (E)

FINISH GRADE
~-COMPACTED BACK
FILL (90% MIN.)

WITH TRACE WIRE FINISH SURFACE
• co
(VARIES)
7 24" (MIN)

SINGLE CONDUIT
24" (MIN)

DOUBLE CONDUIT
1' MIN. SEPARATION
UNDERGROUND TRENCH SCALE: N.T.S 8
~------FRP SCREEN WALL
c_.~~~~~~~~--~~---~~-,......,,,,__~~..,,~~ --+----MOUNT UTILITY PANELS .. I I ..
.. · ·. ·. I I I 1. TO P1000 UNISTRUT
• I 1 •. . I 1-
·· • I I · ... I 1.

I I •
I I
i I
- I I ·
. ·. ' .. J 1.···· •:·
. ··. J I .• ..

I I I 1 ·· ...
· · I I
.. ·: .. : .I I: ·· :.,
I 1.. ·
·· I I '· · ·
.. I I , .·· .
.. ·,, I 1·
' .. I I . I 11- . CHANNEL WITH
. I 1.. . .· · . : :. •. 3/8"r/J UNI STRUT B0LTI
. ·.•·. I I .. I I . I . .. · I I , ·
.I I
· ': I I . ' I I ..
.. I I •·· ·. . .... I I. . I I .· I .. HARDWARE AND SPRING I I I ..

I I I I I .---'----'----'--"-'--'-'+-, +-, ---'--_;_---''-+,-+, --'---r I I . . : · ·. · · ·· I I . : . . ·• 1 .. < I I '· .. I I .·· . I I•·. I ··• NUTS, VERIFY BOLTING ' ' • ... -+:~ ------ + -~·• ~· ·. + ·:------:·:+ -~·· ~· ~-·-r:----.- ,,., ~----i·r -----7·r-iF -~~~,-~., II II I II l(C IENA II II .·::
:Tl RANSFER :: I POWER 11 11 TEL~ 0I /FIBER : : '. ·11 ···· : I SWITCH : : i PANEL ii =+=f-F===+= ;·; ~ANEL : : -: I .

I I I I I I I . .I I . I I I I I I . . . :. 1 I
I I I I · '• I I . I I I I I I .. ·• ·•·, .1 I ....
-'lrl~·····.·~· .. •··· · _ ½:d ______ ½ _ = = = = = = = = = = . ,:,:, . !:.:! _ 3J).= ___ J-L _____ J-L£ -~~·~··~.•~!-~t~r··· ·. ' ' I I I I . · .. ·· I I I I I I I 1·· .... · ... . . I I I I I I I I .. , . I I I I , . ,I I .
.. I I .> I I I I .. 1 1. .. I I I I ··.·· 1 I ' .
· .. I 1.

I I I I . . ·· I I I I I I ·. I I ·.· ... · ·. ·. I I I I I I • . O : : : : : : : : : . I ·. I I i I I / : ::

I I . I I I I . . . · . • · · . . . I I I · I I ·
. · .. ··· 1 I
. I I '-1 I ....
. . .
. I I .. ·.
, I 1.
•·. I 1 .. · · I I ' · · · I · · ·· ·1 I· · · I 1 ·· ·. . . < I L .I I : : : : : : .1 I . i I I ·. ••. I I .. .1 I .
·, I I I I I I ·• ·· · ·· : . I I .... · · · I I . · ·.·. ···. I 1 ·· _. ' . . ·. I I. .· . , ' .. - . . I I
t:;~~~-~- j:}- r.T - - - - - - r;i ~ ~· ·,·: .. · I I I I ·. .1 I .· .. '·.

I I I I I I
I I
· .. I 1 ·
.. ,. ,,
I I. I I I I I I I I
UTILITY PANELS, TYP.
6" MINIMUM CAULK AND-~ CAP IF NOT USED
CONCRETE SLAB -~
SCH 80 PVC ELBOW __ _,,
6" MINIMUM CAULK AND-~

CAP IF NOT USED
SCH 80 PVC RISER -----._
\ \
;. I
I I I
I
<,
I . .. I I . . I I I I I I I I I I I I
~--SCH 80 PVC RISER
~-AVOID CUTTING (E)

REINFORCEMENT
, .I!! <1 • 4
. I I· .. ·.:
. I I .

I I I I I I I I
~-CONDUIT PER PLAN
~-3" GRAVEL TOPPING

OVER NON-WOVEN
GE0TEXTILE FABRIC
:.':::+::::i-----------:l
SCH 80 PVC ELBOW __ _,,
~-CONDUIT PER PLAN
CONDUIT STUB-UP SCALE: N.T.S
. .
.. _, ..
; I r' .· .

I I I I I I
I I
6 NOT USE
.. I I .

I 1. .· ..

I I , :
.: I I
A.OOR--

I I I I I I
I I
, I I · .

I I . I I I I I I
I I
TEMPLATE WITH MFR.
.,,---METAL STUD
.,,----UNISTRUT P1000

CHANNEL W/ END

CAPS OR EQUIVALENT,
TYP.
_,--#10 TEK SCREW, TYP.

SCALE:

N.T.S 3
SCALE: 4 N.T.S
CSL05482 4 01/11/23 INCORP, FINAL POWER & TELCO REPORT DCI PACIFIC 3 CHANGE TO XIT GROUNDING SYSTEM PALMS SPRINGS PARKING GARAGE at&t 01/09/23 2 09/14/22 ADDRESS CHANGE A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED DRAWN
KV
HL
FV
HL
RF
BY
NOTES:

ALL STEEL PENETRATIONS/DRILL TO BE

SPRAYED GALVANIZED AFTER INSTALLATION
r 7
I I
L
TYP
'-

21.50"
, ,,
I
- -

DRILL PATTERN
~-GROUND PAD W/
4 1/4-20 BOLTS

41.30"
'
' D
.. L
' 0
a O...LO
w i'=~
' ' D
f .. L
(4) 0.69" r/J
HOLES
-.£----r(2) PURCELL FLX21 PURCELL
FLX21

CABINET
\ '--""

CABINETS ANCHOR
W/1/2"r/J A307

BOLTS OR PER
MNF. TYP. OF (4) \ HEAT \\ ____ \
\ EXCHANGER I\ ',
\ t\ I
\ \I l
PURCELL 14" PLINJH PLAN 1:1 \
KIT, PN 2000001399, 11 ',
', \\ I
- ", p ,, _ ..
-
D
D
n
"Sr
............... ,1---- WEIGHT. -------~'---~
ANCHORAGE PER STRUCTURAL-~
EMPTY W/ HEX DOOR = 1501bs
EQUIPMENT (VARIES) = 525/lbs MAX
CABINET TOTAL (MAX) - 675Ibs EA.,
1 350I bs TOTAL
PURCELL FLX21 CABINET SCALE: N.T.S 1
ANCHOR NOTES:
~-(E) WALL/CEILING
~- UNI STRUT P1000 X 12"

CONDUITS W/ APPROPRIATE SIZE

STANDARD HANGERS
....____ SEE ANCHOR NOTES BELOW

ELEVATION

1. INSTALL ANCHORS/FASTENERS A MAXIMUM OF 2'-0" ON CENTER, MIN. 2 PER UNISTRUT:
• WOOD STUDS - 3/8"¢ LAG BOLT W/ 3" EMBEDMENT IN WOOD, SPAN 2 STUDS MIN,, INSTALL HORIZONTAL STRUTS AS REQUIRED FOR ADDITIONAL SUPPORT. • METAL STUDS - SS 1/2''r/J A36/A307 THREADED ROD W/ NUTS AND WASHERS, SPAN 2 STUDS MIN., INSTALL HORIZONTAL STRUTS AS REQUIRED FOR ADDITIONAL SUPPORT. • FULLY GROUTED CMU - SS 1/2"r/J HILTI KWIK BOLT Ill W/ 3-1/2" EMBEDMENT OR EQUIVALENT, L.A.R.R. 25577M, SPECIAL INSPECTION REQ'D
• CONCRETE - SS 1/2"¢ HILTI KWIK BOLT TZ W/ 3-1/4" EMBEDMENT OR EQUIVALENT, L.A.R.R. 25701, SPECIAL INSPECTION REQ'D

2. PROVIDE SILICONE SEALANT AT ALL PENETRATIONS EXPOSED TO WEATHER WHEN REQ'D WALL MOUNTED CONDUITS SCALE: 2 N.T.S

BOK DKD AT&T MOBILITY BOK DKD TUSTIN, CA BOK DKD BOK DKD DETAILS BOK DKD CHK APP'D JOB NO DRAWING NUMBER REV.

AA-CSL05482-D03 4
Item 1K - Page 46
r GROUND STRAP CABLE LADDER NOTES:
(VARIES) CONNECTION TO BOTH SID ES, TYP. I, ,
, CABLE LADDER 1. ALL CUT ENDS OF CABLE LADDER TO BE FILED SMOOTH 24" (MIN) , MATCH (E) - AND PAINTED WITH MATCHING COLOR. / 701, ADJACENT GRADE 2. BOTTOM OF CABLE LADDER TO BE 7'-6" ABOVE FINISH / FLOOR UNLESS NOTED OTHERWISE. CAUTIONARY TAPE rGROUND STRAP t::J, PLAN AT "L" JUNCTION 3. CORNER BRACKETS TO BE ON THE INSIDE, UNLESS LADDER I BOTH SIDES, TYP. C" CLAMP ' RUNGS INTERFERE, THEN CORNER BRACKETS MAY BE ON • \ ' ' ' THE OUTSIDE. . ' '- $, I' - ,. ANCHOR: 4. CABLE LADDER RUNGS TO BE ON TOP OF HORIZONTAL E g - .. . . -ON CONCRETE WALL USE HILTI KBIII (LARR N0.25901) LADDER AND AWAY FROM WALL ON VERTICAL LADDERS. - -
, _ ______ - - UNDISTURBED SOIL V -ON METAL STUDS #12 SMS, SPAN 4 STUDS 5. NUTS TO BE ON BOTTOM OF ASSEMBLY, OR TOWARDS WALL. -,
1111;ff •
a :111:::. -,

6. LADDER RACKS TO BE SUPPORTED USING (2) (N) SAFElY STEEL CHAIN KIT . CABLE 5/8"9JTHREADED RODS AT 4'-0" O.C. (MAX). LADDER LADDER RACK SPLICE (GROUND ULINE# H-6289 AS REQUIRED - BONDSTRAP ONE SIDE ONLLY) 7. AFTER FINAL LEVELING OF CABLE LADDER, CUT ROD SO z COMPACTED BACKFILL THAT 1 /2'' OF THE THREADS ARE EXPOSED BELOW THE :a; , f: : :TI • • t~
11 n ·o (90% MIN.) NUT. CAP WITH SAUNDERS BROS. PN SB 300-D. I PLAN AT "T" JUNCTION PLAN AT TYPICAL RUN PLAN AT WALU CONNECTION TUBE PER STRUCTURAL 8. ANCHOR ALL ENDS OF CABLE LADDERS TO WALL OR FLOOR. r<) • / - ,- - ____ ---.,,,,_II N ,11111 • (N) SAFElY BOLLARD ULIN E# I ( 1) 2"9l PVC CONDUIT H-2119F AS REQUIRED ":st- h 1=111= • • •~ 111=1 -
111=11
-
.. ,· .. _ .•. _ .. .. . 1=
-
';> ';> -11 --- -- . ---
- I - --= 1= '·---- -.::.-·- ·, --.-,._/ =' (2) 3/ 4"9l PVC CONDUIT . T 'TT ' ' • < : : : I -, 1 /2"(!) A307 TH RU-BOLTS " I ,, 'II[-'---' '•- •V -·- -··- .. 40 LBS/FT MAXIMUM CABLE LUG BOLT THRU (2) HOLE LUG, • I :IT <:,-,_·--• ?":- :111 -111' - ,- - - TRAY/CONDUIT TRAY LOADING W/ STAR WASHERS. REMOVE 1- ·-.. ·------·---.--,_ - - X PAINT AT ALL CONNECTIONS, TYP. =111= <-•-···· --~ - 111=11- RECTANGULAR BAR GRATING 1/2''(!) A307 THRU-BOLTS <( - - -
\ :a; ALIGNMENT SLEEVE _I ,ll ll = lli =l.'_-_111=1 1; • /_ UNI STRUT P1 OOOT @ 48" O.C. co I::,<:) " I IITl-111-111 M ll~I-, I I I _-I u • q_'<s I I II II II II II I II II II II II I ' - i i - '? - •
-
' ' I 5/8"0 THREADED RODS, TYP. 10 01 0 01 . PROVIDE SEISMIC BRACING AT < ' > ;> - - 6" EVERY OTHER TRAPEZE I \__CAB~E LADDER
I, "c" CLAMP (SAUNDERS BROTHERS SB-157 l • J \ TYP. , , IN BOTH PARALLEL AND __J SLOTTED HANGER CLIP (3/16" HOT ROLLED PERPENDICULAR DIRECTIONS 2" MIN. , , COMPACTED SAND BEDDING TYP. ¼V - HOLE) EQUAL SPACING
(HOR./VERT.)
, ,
( 4" MIN.) UNISTRUT P1843, TYP. GROUND BONDSTRAP ( 2 PER BRACE) LADDER RACK SPLICE #6 STRANDED (GREEN) METAL JOIST PER CABLE LADDER (SEE PLAN FOR LOCATIONS) SECTION VIEW STRUCTURAL UNDERGROUND GENERATOR CONDUITS SCALE: 7 SAFETY POST WITH BOLLARD CHAIN SCALE: 5 HORIZONTAL CABLE LADDER SCALE: 1 N.T.S N.T.S N.T.S ' • GENERAC 20KW AC GENERATOR SPECS:
. ' ,, J L (Y (Y DIMENSION W LL ' 0... ::a: LENGTH: 56.0" Ll -, <J . . LI .LI <I ' WIDTH: 34.5" <I <".I Ll <1 <I Ll <J· HEIGHT: 100.0" . <I Ll - Ll Ll Ll <I (E) CEILING Ll Ll I ,<J· TOTAL WEIGHT: 3,000 LBS (GENERATOR AND FUEL) LI Ll . . ,j t <I . ' <I ' I J I
I I r • 0... r:::' i::= LEGALLY REQUIRED
• STANDBY SYSTEM I I 3/8"(!) S.S. HILTI KB TZ2 i GENERATOR I I (SS-304) WITH 2" EMB., ICC 1 • I I ESR-4266, SPECIAL i .. INSPECTION REQ'D, (2) MIN. 0::: LL I X ' 'o go~ ' I I . . NOTES: <( ' I -' o... <C ::a: - LL O I

1. INSTALL RAIN CAP AT EXHAUST OUTLET END. . ~~LL A P1 OOOT UNISTRUT 2. EXHAUST PIPE, SIZE PER GENERATOR MFR. 0 I I ,v ' +-1 o 0 o ,v 1 /2"(!) SS STRONG-BOLT2 (SIMPSON),
V t (Y I- 0 V I LL 0::: r<) I I 1/2"(!) A307 THRU BOLTS HNOM 3.5" (89MM) W/ 3-1/4" EMB., :_,- P2546 UNISTRUT I I I AT (N) HORIZONAL FRP TYP. (6) TOTAL, ICC-ES ESR-3037, co I I SPECIAL INSPECTION REQ'D CONDUIT CLAMP, TYP. TUBE, EA SIDE \ I I Jf . I lmv,s GENERATOR 1/2"(!) S.S. HILTI KB TZ2 (E) CONCRETE SLAB PIPE EXTENSION I \ I (SS-304) WITH 2'' EMB., ICC ' I I ~ Mr t -1·:~·~ .•••.··· -~---~~ ' . ESR-4266, SPECIAL ' •.. • : ..... ' I .. · ' .:- /. r,"_ • ·:-;1: .. -, co ::::;; . -· • INSPECTION REQ'D, (2) MIN.~ ' t·· _ ..., ... ,: . '~ . . •. . '. .... . ' ' . '- . .. ' I . . ·,. '. . .. . . . . . ', "·'• ' ,,. I. ..... . ;· .. ' . . . .•· .. -~ ·•.~·•: · ... ·-.: t . . · . . . .: •. .. .... :.-. ·"'· . . •· ;;,: . ' .. . . ... ,. -
.
. ..
·:-.. - :: . ' - , . PIPE INSULATOR . ..,• ' .. _ . ., . ·. . , . . . .. . . . . . . . ' ' ' .. · ..

I
(E) CONC. SLAB • #3 BAR AT 9" O.C., EA. WAY IN
I'
I, l 20 7/16" DIA HOLE FILLED WITH 2500 PSI CONCRETE 1 / 4" SIMPSON SET-XP ADHESIVE PER , 7" MIN ALACO MODEL 560 , ICC REPORT ESR-2508 • • FIXED WALL LADDER (3 1 /2" MIN. EMBED)
EXHAUST OUTLET EXTENSION SCALE: 6 ACCESS LADDER SCALE: 4 GENERATOR ANCHORAGE SCALE: 2 N.T.S N.T.S N.T.S CSL05482 4 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD AT&T MOBILITY DCI PACIFIC 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD c,~O ARC' TUSTIN, CA PALMS SPRINGS PARKING GARAGE ii'--::. · ---- ':'I ~ at&t
-
-:,, 2 09/14/22 ADDRESS CHANGE FV BOK DKD
A IE IC WORKS PACE: #MRL0S034534 I FA: #14059611 I USID: #266172 ~<2;;:s~ . 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD . . _-/, Mobility
*~ --,~ ]* DETAILS 1',_~ 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD u'. R~ ~d ~; ;;3 ARCHITECTURE I ENGINEERING I CONSULTING DATE REVISIONS CHK APP'D 1 '~<>.-"<- JOB NO DRAWING NUMBER REV. 26 EXECUTIVE PARK I SUITE f 70 249 s. INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR NO, BY '< or c~1..\~<:1 IRVINE I CA 92614 TUSTIN, CA 92780 PALM SPRINGS, CA 92262 SCALE AS SHOWN I DESIGNED I DRAWN AA-CSL05482-D04 4 Item 1K - Page 47

MOUNT TRAY TO UNISTRUT WITH
1/2"x1-1/2"L GALV. BOLTS,
SPRING NUTS P1010 AND WASHERS-~
UNISTRUT P1000 EVERY 6' O.C.,
SEE ANCHORAGE NOTES BELOW --~

WIDTH (SEE CABLE TRAY SCHEDULE)

HOLD DOWN CLAMP
CABLE TRAY 9" RUNGS,
4" LOADING DEPTH.

SUPPORT COAX WITH
Tl E WRAPS EVERY 4 FT.
,,,--16 GA. S.S. COVER

WITH HOLD DOWN
CLIPS AT 48" O.C.

ELEVATION - VERTICAL

MOUNT TRAY TO UNISTRUT
WITH 1/2"x1-1/2"L GALV.

BOLTS, SPRING NUTS P1010
AND WASHERS-----~
UNI STRUT P1 ODO, SEE

ANCHORAGE NOTES BELOW
~---CABLE TRAY 9" RUNGS,
4" LOADING DEPTH.

SUPPORT COAX WITH
Tl E WRAPS EVERY 4 FT.
16 GA. S.S. COVER

WITH HOLD DOWN
CLIPS AT 48" O.C.
~---HOLD DOWN CLAMP
--------WIDTH (SEE CABLE

TRAY SCHEDULE)

ELEVATION - HORIZONTAL
ANCHOR NOTES:

1. INSTALL ANCHORS/FASTENERS A MAXIMUM OF 2'-0" ON CENTER:
• WOOD STUDS - 3/8"¢, LAG BOLT W/ 3" EMBEDMENT IN WOOD, INSTALL HORIZONTAL STRUTS AS REQUIRED FOR ADDITIONAL SUPPORT.
• METAL STUDS - SS 1/2"¢, A36/A307 THREADED ROD W/ NUTS AND WASHERS, SPAN 2 STUDS MIN., INSTALL HORIZONTAL STRUTS AS REQUIRED FOR ADDITIONAL SUPPORT. • FULLY GROUTED CMU - SS 1/2"¢ HILTI KWIK BOLT Ill W/ 3-1/2" EMBEDMENT OR EQUIVALENT, L.A.R.R. 25577M, SPECIAL INSPECTION REQ'D
• CONCRETE - SS 1/2''</J HILTI KWIK BOLT Ill W/ 2'' EMBEDMENT @ 2'-0" O.C., (L.A.R.R. 25901) (ICC ESR-2302), SPECIAL INSPECTION REQ'D

2. PROVIDE SILICONE SEALANT AT ALL PENETRATIONS EXPOSED TO WEATHER WHEN REQ'D CABLE TRAY COVER NOTE:

WHEN CABLE TRAY COVERS ARE SPECIFIED, THEY

SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURERS INSTALLATION PROCEDURES AND
INSTRUCTIONS FOR 'HIGH WIND CONDITIONS'. THIS
INCLUDES CONNECTOR TYPE AND SPACINGS.

CABLE TRAY SCHEDULE
HOF ½" 11" CABLES 4
1-8 12" 18"
8-16 24" 24"
16-24 24" 36"
1~" 8
18"
36" 36"

HORIZONTAL & VERTICAL CABLE TRAY
21• 4 24"
36"
48"
SCALE:

N.T.S 8
"A"= DIA. OF CROWN
(CROWN DIAMETER TO BE THE DIAMETER OF THE WALL OPENING PLUS 1 ") NOTES:

FIRE-RATED GWB/STUD WALL ASSY.
1" ANNULAR SPACE AROUND PIPE
3"¢ NOMINAL MAX. METAL PIPE THRU WALL
~-OPTIONAL FORMING MA TERI AL RECESSED 1 /2" FROM
THE SURFACE (MINERALWOOL, POLYSTYRENE, ETC.)
'HIL Tl' FS-ONE MAX W-L-1054 APPLIED 1 /2" DEEP
INTO ANNULAR SPACE (ANSI/UL 1479)
ADD'L. FIRESTOPPING MATERIAL ADDED TO FORM 5/8"
CROWN AROUND CONDUIT AND LAPPING 1" BEYOND OPENING

FRAMED WALL PENETRATION
3-1/4" MIN. MASONRY WALL OPENING TO PROVIDE
3/ 4" MAX. ANNULAR SPACE AROUND PIPE
4" MAX. DIA. METAL PIPE
-------'HILTI' FS-ONE MAX C-AJ-0055 APPLIED INTO THE OPENING, 1/2" DEEP AT EA. WALL SURFACE (ANSI/UL 1479)
--MINERAL WOOL (4 PCF) PACKED INTO ANNULAR
SPACE AND RECESSED 1/2'' FROM WALL SURFACES

MASONRY/ CONCRETE WALL PENETRATION
--CONDUIT PER PLAN
ADD'L. FIRESTOPPING MATERIAL ADDED TO FORM 5/8"
CROWN AROUND CONDUIT AND LAPPING 1" BEYOND OPENING
,,,-----'HILTI' FS-ONE MAX C-AJ-0055 1/2'' DEEP (MIN.)
(ANSI/UL 1479)
OPTIONAL FORMING MATERIAL RECESSED 1/2" FROM
THE SURFACE (MINERALWOOL, POLYSTYRENE, ETC.)

FLOOR PENETRATION

1. PENETRATIONS THRU RATED WALL ASSEMBLIES SHALL COMPLY WITH T24, CBC SECTION 709.6 AS FOLLOWS:

F RATING - PENETRATIONS 4"¢, OR LESS
T RATING - PENETRATIONS LARGER THAN 4"¢, PENETRATIONS AT CORRIDOR CEILINGS WHICH ARE NOT RATED, BELOW ANY CEILING.

2. PENETRATIONS THRU RATED FLOOR/CEILING ASSEMBLIES SHALL COMPLY WITH T24, CBC SECTION 710.3 AS FOLLOWS:

F RATING - PENETRATIONS 4"¢, OR LESS
T RATING - PENETRATIONS LARGER THAN 4"¢, PENETRATIONS NOT CONTAINED WITHIN A WALL.

3. ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL CONFORM TO TITLE 24, CALIF. BLDG.

CODE, SECTION 714.
*** NEW CORE SHALL AVOID DAMAGE TO ALL EXISTING STEEL REINFORCEMENTS *** FIRE STOPPING SCALE: N.T.S
CSL05482
6 DCI PACIFIC PALMS SPRINGS PARKING GARAGE
A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 CONT. TRACK
(2)-#1 D SCREWS AT 16" O.C. (TYP.)
CLIP ANGLE, 1/4" LESS THAN STUD WIDTH ---~-
(2)-#10 SCREW AT 16" O.C.
(EACH SIDE) (TYP.)
JAMB STUD FULL HEIGHT OF WALL -------~

JAMB STUD DETAIL -'A'
QTY.

I

LOCATION HR RATING GAUGE
EQUIPMENT N/A 16 SHELTER

DOOR SCHEDULE

FRAMES DOORS
ANCHOR/ WAU. DETAILS GAUGE TYPE DOOR OPENING TYPE HEAD JAMB SILL WIDTIH HEIGHT #10/METAL METAL METAL N/A 20 B 4"-Q"" 6'-8" STUDS
4' -o"
R.O.
3'-11"
DOOR
r----i~~~...:::~~~~~~:,i (3) BALL-BEARING HINGES 4-1/2" x 4-1/2" WITH

NON-REMOVABLE PINS
(26D FINISH)

EIFS FINISH OR EQUIVALENT NEW METAL DOOR
DBL. STUDS AT JAMB -~
= a, . lq • a:::

CD
= a,
• a,
/.
/
/
/
/
m
0 = z
0 :.:::
''- _I a:::
'- I') 0
' 0
, Cl

I I I I I I

DOOR JAMB/HEAD - 'B'
STEELCRAFT S.S. MORTISE TYPE CONTINUOUS
HINGE OR HANGER HINGE #881168 S.S.,
SECURITY STUD, NON-REMOVABLE PIN.

METAL DOOR AND HEAD

CHAIN LINK GATE
at&t
Mobility
1 1/2'' MIN. ~
TOP RAIL-------~

RF SIGN GREEN INFORMATION,

CONTRACTOR TO CONFIRM WITH 'AT&T' SIGNAGE REQUIREMENTS
AND PLACEMENT-~
2 1 /2'' MIN. CORNER
AND GATE POST (TYP.) -~
T.O. FENCE
w
<..}
z:
w
L,_
w
:r:
<..}
!;_:;;:
:::;;
1 1 /2" MIN. ~ BRACE
RAIL (TYP.)---~
STRETCHER BAR (TYP.)

BOTTOM TENSION
WIRE (TYP.) ---~
4'-o"
i
NOTES:
2 1 /2'' MIN. GATE
POST (TYP.)
1 1 /2'' MIN.

GATE FRAME

GATE LATCH

WITH LOCK

PRIVACY SLATS

TO MATCH (E)
2" MESH 9
GALV., TYP.

BASEPLATE PER
DETAIL 5/D02
- ALL STEEL AND/OR MALLEABLE IRON PARTS, ACCESSORIES, AND FASTENERS SHALL BE HOT DIPPED GALVANIZED FOR RUST PROOFING.
- GATE LOCKS MUST BE ACCESSIBLE FROM INSIDE OF FENCE PER FIRE AND

SAFETY REQUIREMENTS

AND FENCE
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD AT&T MOBILITY 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD TUSTIN, CA 2 09/14/22 ADDRESS CHANGE FV BOK DKD
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD DETAILS 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD
SCALE:

N.T.S
SCALE:

N.T.S

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70 249 S. INDIAN CANYON DRIVE PALM SPRINGS, CA 92262
1452 EDINGER AVENUE, 3RD FLOOR NO. DATE REVISIONS BY CHK APP'D JOB NO DRAWING NUMBER IRVINE I CA 92614 TUSTIN, CA 92780
SCALE AS SHOWN DESIGNED DRAWN AA-CSL05482-D05
1 2
REV.
4 Item 1K - Page 48
I~
. .
. . . ....
•
. -· .. · ... " :

66.90"

62.90"
1-
z
D
8:
/
/
/
/
/
/
I
/
/
I
\
\
I
I
\
\
\
I
I
I
I
I I
I
I
I
I
I
I
I
I
/ 120·
.,,._.,,...,..,,.,,,,,

TOP VIEW

39.02"
I

3.00"
.. ...... . ' _,. . ., .·... • .... ,:i'
: .. , ·.,; .. . . ., . ;,.
. ., -_ ..
., ..
• •

LEFT SIDE VIEW
·1
I
.. •
···.,· .' ·: .
...
.. . .. · "! ...
,!!', • _ . .,
' D
D
-st'
0 0 0 0 0 0 0
0 0 0

31.81"
0 0
0 0
I
0 0
0 0 0 0 0 0 0
0 0 0
• _., . .-... _·, •· .... -4' •
'4, ,i •• . . d .. , ;,. ·, .,,.··-~___,--,.--,,.-'----,---..,___ ... .......
' <D
D
N
r---
. z , '11' • ' ., •• • .... : • • . ., -. • .•
.· ....... -.. "' "f . -~ .. i ·' : .. •
·• 4. : .... . .. .. .
•·
•
. . .
. _., :.; ' . '4 .. : . " . ·~ .... ,o;_
'A. ',. , ."-.,, .. :.
... :. ,.d ' .•
. .
..
... ., ·.
.... · ..

FRONT VIEW

OPTIONAL PLINTH

3. ·, •
AT&T No. NEQ.15917

TECHNICAL SPECIFICATIONS

DC POWER SYSTEM FEATURES

NOMINAL SYSTEM VOLTAGE

CONTROL
-48VDC OR +24VDC
MICROPROCESSOR (ACU+)

RATED OUTPUT CAPACITY - MAXIMUM CONFIGURATION
SYSTEM

RECTIFIER

CONVERTER

DISTRIBUTION
(BOTTOM)

PANEL (TOP)

ENVIRONMENTAL

OPERATING TEMPERATURE

HUMIDITY

NEMA ENCLOSURE

THERMAL SOLUTIONS

POWER CHAMBER

BATTERY CHAMBER

EQUIPMENT

GROUND BAR

TERMINAL BLOCK
SAFETY

DC POWER SYSTEM

ENCLOSURE
WEIGHT
OUTDOOR NetSure™ 512
PLINTH

CLEARANCES
FRONT

LEFT AND RIGHT
REAR
~-- RAISED CONC. PAD PER

STRUCTURAL
~--(E) CONC. SLAB
7 .14"
•
' <D
I")
r---
-
N <D
CX)
0 -

4.46"
' <D
CX)
,.,-j
550 AMPS AT -48VDC PLUS REDUNDANCY
400 AMPS AT +24VDC PLUS REDUNDANCY
2000 WATTS (41.7A)
1200 WATTS (50A), -48VDC TO +24VDC
WIRED FOR (16) +24V AND (13) -48V
BULLET POSITIONS (30) -48V BULLET POSITIONS
-40'F TO 115'F (-40'C TO 46'C)

CONTINUOUS OPERATION
0% TO 95% RELATIVE HUMIDITY,

NON-CONDENSING
3R
2500 WATT DOOR-MOUNTED HEAT

EXCHANGER,
2RU AVAILABLE SPACE FOR SURGE

PROTECTION FAN COOLED, FRESH AIR VENTILATION,
HOLDS UP TO (3) BATTERY STRINGS
10 POSITIONS 12-POSITION PHOENIX ALARM BLOCK,
32-POSITION PHOENIX ALARM BUNCHING
BLOCK
UL 1801 LISTED (US & CANADA), NEBS
LEVEL 3
GR-487, UL 60950, AND SEISMIC ZONE 4
COMPLIANT 816Ibs (W/0 BATTERIES)
2300Ibs (W/GNB BATTERIES)
TBD
36"
o"
12"
I
'

17.50"
'

14.00"
I
' I

10.50" '
' I ! ' 7.00", I I '
i ' 3.5" I I
I : i i
~$$$$~/
T T
1 T +

22.84"

31.77"
,,-

MOUNTING TEMPLATE

3.00"¢ (6 TYP)

ANCHORAGE PER

STRUCTURAL

RAISE D
PAD P
STRUC
CONC.
(E) C
SLAB
ER
TURAL
ONC.
•
\
- •
..
>< ' • ..

0.88"
' D
D
-st'
ri
..
.. ' ·
.•.
..

64.31"

TOP VIEW
.
..
..
.. - -~ .,1' •.. . ' • . . .. •
.. . ·''11" • ... .. ·. ... • . . :. • • .. .·. • ' • • . • .IJ'!''~- • .,.i: • .. . ,
• • .• • • • '

4.01 "
31 .90"

36.79"

LEFT SIDE VIEW
I,;:
0 n::

LL
(ti
..
,
•
•
•

OPTIONAL PLINTH
f--
/
.
•
..
,·.
,-'
-'
·" •.
• ..•
I
/
.
'
I
I
I
\
\
I
I
I ' I 0)
I -sf-
/ I")
I I{)
I
AT&T No. NEQ. 15918 -48V DC BATTERY CABINET
NEQ. 15919 24V DC BATTERY CABINET

TECHNICAL SPECIFICATIONS

EQUIPMENT

BATTERY SHELVES

THERMAL SOLUTION

GROUND BAR

TERMINAL BLOCK

ENVIRONMENTAL
(5) SHELVES (+24V - 12 STRING MAX/-48V
- 6 STRING MAX)

FREE AIR VENTED
10 POSITIONS
12-PAIR PHOENIX BLOCK
NEMA ENCLOSURE 3R
WEIGHT
120· NetXtend™ FLEX BATTERY CABINET 980lbs (W/0 BATTERIES) 401 Dibs (W/BATTERIES) TBD
I
I
/
/
/
I
/
I
/
/
I
/
(i
0 ' 0 0 0 0 0
a a a
0 0 0
/
.
·,
., 11,·
.
•
•
. .
•
.
. .
· .
·•
•
..
•
. .
•
•
.
..
. . • . - .. • .. '• . . • •
' • ... • . •· • · .. . . ·, • •
• • • • • • •. • • • •',<l, •
. .
' • ·• •' ,<1 • •

36.02''
/
'
PLINTH

CLEARANCES
FRONT

LEFT AND RIGHT
REAR
36"
o"
12"
:o)
0 0 0 0 0 0
' <D
D
N
r---
0 a a
0 0 0
•
TEMPLATE NOTES:

A. ( 4) 1" DIAMETER HOLE POSITIONS "A" USED FOR MOUNTING CABINETS ON PLINTHS.

B. (6) 3/4" DIAMETER HOLE POSITIONS "B" USED FOR
MOUNTING CABINETS ON PAD WITH OR WITHOUT METAL MOUNTING TEMPLATES. i i i i i i i

2. 75"¢ ( 6 TYP) 4" 4" 4.5"
411 4" 4.17
i A + A
i B
'
-
' CX) ' n i u-i I{) r---
n B +B
• -st-
-
N ' ' • • ' I") <D CX)
.• D
• .. -
.. • • .•., . ' i B B i ' ' • • -st- -st- r--- r---
r--- r---
A A i
1 .80"
' r--- 1.80"
CX) 28.83"
-
i 32.40" i
FRONT VIEW i i

MOUNTING TEMPLATE

ANCHORAGE PER STRUCTURAL
EMERSON OUTDOOR NETSURE 512 CABINET SCALE: 2 1/2"=1'-0" EMERSON OUTDOOR NETXTEND BATTERY CABINET SCALE: 1 1/2"=1'-0" CSL05482 DCI PACIFIC PALMS SPRINGS PARKING GARAGE
A IE IC WORKS PACE: #MRL0S034534 I FA: #14059611 at&t I USID: #266172 Mobility

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70 249 s. INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR IRVINE I CA 92614 PALM SPRINGS, CA 92262 TUSTIN, CA 92780 4 01/11/23 INCORP. FINAL POWER & TELCO REPORT
3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED DRAWN

KV BOK DKD

HL BOK DKD

FV BOK DKD

HL BOK DKD

RF BOK DKD

BY CHK APP'D JOB NO

AT&T MOBILITY

TUSTIN, CA

DETAILS

DRAWING NUMBER
AA-CSL05482-D06
REV.
4 Item 1K - Page 49

NOT USE NOT USE

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE 170
IRVINE I CA 92614
FRP SCREEN WALL-------FRP TUBE COLUMN-----\\
........ ~----.-,-.,......,.....;.....,..._~~-~~...,.......,...

L3x3xY., BOTH SIDES, //// y /////1//////
TOP AND BOTTOM -----+-~----------...
wt ===== §.@
3/8"¢ THREADED ROD W/
NUTS AND WASHERS, lYP. --~
P1000 UNISTRUT
SCALE:

N.T.S 7 UNISTRUT TO FRP TUBE COLUMN DETAIL
SCALE:

N.T.S 8 NOT USE
CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
SCALE:

N.T.S 5
NOTE:
--LUMINAIRE:

MAKE: LITHONIA LIGHTING MODEL: TWR2LEDAL040K (CUTOFF WALL PACK) WATTAGE: 21W-87W
VOLTAGE: 120-277V
DIMENSIONS: 17''w X 9"H X 9-5/16"0
WEIGHT: 17 .2 LB
PHOTOELECTRIC CELL: YES (BUTTON TYPE)
LAMP: LED
. a..--l \ NUMBER OF FIXTURES: 2
--
- 3 HOLE OUTLET BOX BY
RED DOT #R1H31LM W/
' '
'- BLANK COVER
~'-------1/2'''/J U-BOLT WITH P1000

UNISTRUT, CHANNEL NUT AND PIPE CLAMP
f-
-
f-
"----20A 6HR SPRING-WOUND TIMER

SWITCH IN SINGLE -GANG

OUTDOOR FLUSH COVER TO CONTROL BOTH LIGHT FIXTURES
1 "vi GALV STEEL WITH CONDUIT

CLAMPS AS REQ'D

ALL STEEL AND/OR MALLEABLE

IRON PARTS, ACCESSORIES, AND

FASTENERS SHALL BE HOT DIPPED
GALVANIZED FOR RUST PROOFING.

SERVICE LIGHT SCALE: N.T.S
~---FRP SCREEN WALL
- --,,~,nV' /,,,,---FRP TUBE COLUMN EB---------~
%---oll!!!,,, %
~-
, P1000 UNISTRUT CHANNEL, TOP & BOTTOM
% % % %
%
~--P1000 UNISTRUT CHANNELS------~
% % % % % % - GREEN HECK EXHAUST FAN,
% % % % % % % % %
MODEL: TDl-3-18-423-A? ----~\
%:;::,.:'\/ ::.::• -'.'.I :;:-- , ••• -i=...,..,.....--,-~~.r... n % % % % % % % % % { -%- % % %
'

MFR MOUNTING SUPPORT,
TOP & BOTTOM, (4) TOTAL-----~
3 -~~
""/ -
P1000 UNISTRUT TO P1000 UNISTRUT
CHANNEL WITH 3/8"¢ UNISTRUT BOLTING

HARDWARE AND SPRING NUTS, VERIFY
IBOLTING TEMPLATE WITH MFR.----~

TOP VIEW SIDE VIEW
SCALE:

N.T.S 6 EXHAUST FAN DETAIL SCALE: N.T.S
at&:t ::,_<;c;:s~ '
,~ . _-/,
1'..~
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN I DESIGNED
4 DRAWN
C ------~'k-
'
3"¢ SCH 40 GALV STEEL PIPE
• C)
I
r---
(E) CONCRETE

LIGHT POST
,
6-1/2"
, '
' '
::: a.. i i 1"
- ' ' lYP. I
' I'
' ,,
' C'J
-....._
-
I
CD
' '

BASEPLATE

KV BOK DKD

HL BOK DKD

FV BOK DKD

HL BOK DKD

RF BOK DKD

BY CHK APP'D
,
'
2 I
SCALE:

N.T.S
"
,, ' '
--(N) 3"¢ STD. STL. PIPE ---- I I ~: :
~(4) ,½"¢ HILTI KB TZ WITH 3.5"
MIN. EMB. (ICC ESR#1917)

SPECIAL INSPECTION REQUIRED

I I I I

I I I I
:I :I_ (N) ½" THK. STL. PLATE ------~ -
TYP., (2) TOTAL
JOB NO
C
lYP. >----:1----,,v---,------1:D
/4

DRAWING NUMBER
SCALE:

N.T.S
AA-CSL05482-D07
1 2
REV.
4 Item 1K - Page 50
B
4 Note S-:

I CO~TROL PAhEL. 12 AWP QATTER• CHARGER INSIJ~I

2. 12)1 2':J.\ (FOi & 25:)V. 15!1 OUTLET IOPTIOflA"i

3. CO'INECTIOl•I POl"HS FOR CGNTROL WIRES PROVID:::, IN THE LOW VO TA.GF COhNFCT ICN ROi< 11.1'.'..F I OW VOi TM,F STJR.-l)P ARFAi

4. C.ATTERY i 12 VO_ T NEGATIVE GROUND SYS-EMi.
5 MAii! LIi,[ CITKJIT 3R[Ak[R 1,ILCBJ., AO LOAD -=AC-S.

MAIN LINE CIRCJIT 3R[e.KER INFORMA.TION:
- S' F SPF C I F IC AT I C N SH FF T OR OW lff RS M. II A I -.~:~CESS IBLE TH~OUGH CLSTOMER ACCE\:S ASSEM3" Y C-Ol)R ON Rc',R OF 3U.ER,\TOF l)IMENSIONS MAY VAR• DLE TO UNIT CONFIGURATION!
6 C0 ~TFR OF GRAVITY AND WFISHT WAY CHANGF Dli 0 TO IJNIT OPTIONS.

FOR WEIGHT A~D (E\TER OF G~AVIT' DATA SEE SHEET 3
J E~Sl~E SERVICE CONNECTIONS
INLET DIESEL - 1/4' ~PT
~E-URN DIESE_ = 1/4" NPT
:)IL loRAII·. = i/2" NPT
,i\D ,\TOR 0R,\ 11·1 = /4" IIPT
"L[X PIF'[ ·:JUTLCT c 2" ID :x1 AUST CUTL:T = 2 I [J
••••• .Sl:.I:. GU1eliAiO> SIL NC: GIJll>l f:JH fUl:.L PIPI:. SILII-ICi 10 SJII AY-'LIC.AIION **·***

8. GE~=RI,-0R SET l~JST 3E l~ST!1LLED SLCH -,-AT F'ESH COOLING ',IR S AV.A I LAB LE fa.ND ) I $CH.ARC:[ A IR FR:)1-,1 THE Re.DI ATOR Is NOT Re( I RCIJ_,~TED 9 BOTTO~ OF GENERATOR SET MUST BE E~CLOSE0 TO "REVENT PEST JNTRJ51CN A~) RECIRClLATION OF DISCHARGE AIR ANDiOR IMPROPEF: coo_Ll·II~ AIR FLOW. 10 [X li1LST S\"cT[M MAXIIJIJM BACK rR[SSUR[ c 10" 120 UDDITIOi•IAL).

I I. RcMCVE THE REA; ENCLOSLRE COVER FANEL TO ACCESS
T~c s-u5-UF AR~AS AS FOLLOWS·
-~IG~- VOLTAGE CONNECTION INCLUDING AC LOA) LEAD CCNDLIT CON~ICTION fl:JTRAL COhN[CTION, BATT[RY CIIARC[R 20V AC i0.5 AMr MAX> CC-~fl[CTIOl-1.

LOW VOLTAGE Cc)'~NEC:T 01": I I.CUD llG TP.MLiFER S\VI_TCH CONTRO_ WIRES.

12. ~CL p; (H $ 1 IJDS ll'.'U} iO Mr)lrn I Ufl I I 10 PA1:, SHALL ~I:. 1/B - I GRAlll '.l

13. ONE SIDE MAY HAVE A $MALLER CLEARfNCE THA~ TH£ OTHERS. F T~E SIDE W TH REDUCED CLEARAr·,JCc Is EI -HER f'/ONT OR BACh THAT ~-II\ I MU fl tLEAR,A'·ICE I'.· I(;'. THE THREE E[M.~l~lflC SIDES ~'LST JAVE '30" CLEARANCE. It TIit SIDE WI-II REDUCtC- CL[ARAt,.C[ IS THE LEF- OR RIGHT THAT MINIMUM CLEARA~CE IS 30'. THE THREE REMAINING SIDES ~JST HAVF 60" ,_:,1 F"Ae:ANCF
------- 168t6 [66.201
HEIGHT DETERMINED AT-"
INSTALLATION ""'-:
3 RADJA TOR DISCHARGE

AIR OUT
4X ,
054 12.11-/
L.IFTING EYE
DIM Y
C,O.G,
REAR ENCLOSURE <~>
COVER PANEL '•.

INOTE l1l "· '-
'-
AIR .INTAKE
SH J / 3 REV

SERVICE ITEM

OIL FILL CAP RIGHT SIDE

OIL DIP STICK RIGHT SIDE

OIL FILTER RIGHT SIDE

OIL DRAIN HOSE RIGHT SIDE

RADIATOR DRAIN HOSE RIGHT SIDE

COOLANT RECOVERY BOTTLE RIGHT SIDE

RADIATOR FILL CAP ACCESS ROOF

AIR CLEANER ELEMENT RIGHT SIDE
53R2
121.231

FUEL FILTER RIGHT SIDE

BATTERY RIGHT SIDE
,---REMOVE COVER
-' FOR ACCESS TO
/ RADIATOR FILL CAP
i
I
I
!
/
,/
I
_/·

RADIATOR OJSCHARGE

AIR OUT
~>

AIR INTAKE
-·
126
1501
1623
[63.91
A DIM X --+---1-
C.O.G.
-- DIM Z
C.O.G.
203 TYP ~4----~-·-1019 TYP ~·

18.0] [40.1]

DCI PACIFIC
----- 1422 (56.0] ----- OVERALL LENGTH
PALMS
'----0F'TIONAL.

VENT

EXTENSION
CSL05482

SPRINGS PARKING
A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 I

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70 249 s. INDIAN CANYON DRIVE IRVINE I CA 92614 PALM SPRINGS, CA 92262
3 GARAGE
USID: #266172
i---- 835 [32.9]---it
---876
(34.51
OVERALL.

WIDTH
at&t
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780

WIKDCHILL VERSION
REAR/
,/
----- 1267.1614
149.888241

LEFT SIDE
1211.9 ---t [8,341
'
FRONT
~// ,
/./ .// RIGHT SIDE \\, HIGH VOLTAGE~ ,,/
CONNECTION BOX BATTERY ~/"
!NOTE 51 (NOTE 4)

CONTROL PANEL-,
[NOTE 1) \ '
HIGH VOLTAGE-\

CONNECTION BOX
!~JOTE 51 \
• \
\
' '· \ \\
I
\
'~ADIATOR DRAIN
1-AIR FILTER & AIR FLOW
/ RESTRICTION INDICATOR
/
/
\ \ \, EXHAUST DISCHARGE V ///
918
[36.21
ML.CB
HEIGHT
(NOTE S)
\
\ ~·-<>·'-._ IP "" .... ,.
;c---fUEL FILL
I
,/
/
48 11.9)
t \ ,,,~IL DRAIN
749 [29,SJ --- \ -....°", (NOTE 7l
i---- 799 131,51 __,_ 1 ·-....,,-----FUEL RETURN
859 (:338]
DIMENSIONS ARE IN MILLIMETERS [INCHES!
t::N::RJt POWE~ SYSfEM.$ bW~~ il-lE COPYRIGHT OF THIS D.RA'!'i'ING W~ ICl'l IS SUPF·L1£0 I~ C0~.- JbtN([ AND MUSl ~1C-l B'E USED FC_R '~UEL 11\LET !NOTE 71
!NOTE 7)
TITLE
INSTALL D2.2L G22 L2A ENCLOSURE
D2.2L: SDC020
B
A
-Pli~P{Y)[ ornn TIIAN IOP. V,11I(I1 T 1;. ~lfr'll[D \I/ITH0UT 1--------------------------------1 "J[ (XPR(SS WRITT[H ((Jl,,:,1 <)f G[tl[RA; POWER SYSlE<S. ISSUE DATE: (D c~ti(Rll.C PC·Wff:: s;y.:~TFMf, ;>OL} f------------------1 S I ZE CAGE NO DWG

ELECTRONICALLY APPROVED B NIA
INSIDE WINDCHILL SCALE 0.035 WT-KG
2 4 01/11/23 INCORP, FINAL POWER & TELCO REPORT KV BOK DKD 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD
2 09/14/22 ADDRESS CHANGE FV BOK DKD
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD
NO. DATE REVISIONS BY CHK APP'D

SCALE AS SHOWN DESIGNED DRAWN
NO AOOO 1367034
384299170.3 SHEET 0 f
JOB NO
REV
B
3 AT&T MOBILITY

TUSTIN, CA

DETAILS

DRAWING NUMBER
AA-CSL05482-D08
REV.
4 Item 1K - Page 51
4 B
A

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
3 SH 2/3 REV B WIKDCHILL VERSION B.8
------------- 1015 140.01 TYP --------------
315 112.41 TYP ----+-----------r---- 396 115.61 TYP ------ 863 [34.0] 797
[3141
739
[29.1]
,/
33 j /~;
[1.31 / [2'5] /
HIGH & LOW VOLTAGE__/

STUB-UP AREA

W/ GLAND PLATE
38 [1.51
0 ' "
0 214
[8.41
0 0
\
\~
\
0 0
D
0 0
.• (I
IJ
0 (I
ll
·\_'-_ "'~,,
i-------------1----1--,-------- 1422 [56.0] -------------------- ,", \
\
\.
'·
·\.
\
', 6X
"----- Q'.; 17.5 [.691

MOUNTING HOLES
(NOTE 181
\'----CB CONNECTION

BOX OPENING
DIMENSIONS ARE IN MILLIMETERS [INCHES]
TITLE

STUB-UP VIEW
D2.2L SDC020
B
A
nNEfL~C Pi)l'ffR :)Y::,T[M.S ::ivns THE (OPYf?IG"HT OF HIS DR/\WING W.HICH IS SU~'f'LllV lfJ C)~l-ll)UKl ,OH) MUSI 1101 tll- USU! r:.:,r,:

ANY Pl~F'C•-SE OTHEf? THAN FIJP. WH CH T 1$ -::':L)PLIH YilTHC•UT 1--------------------------------11 -HE. urRtos wR1TT£s ,011s:" or tu1£RAC rowrn srnEss. ISSUE DATE:
3 CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 at&t I USID: #266172 Mobility 1452 EDINGER AVENUE, 3RD FLOOR 249 s. INDIAN CANYON DRIVE PALM SPRINGS, CA 92262 TUSTIN, CA 92780
\SJ GrnEflAC PC;.'IIB SYSTEM'$ 20 I .. ';
1------------------1 S I ZE CAGE NO
2 4
3 2
1 0
NO.

ELECTRONICALLY APPROVED

INSIDE WINDCHILL
B NI A
SCALE O • I 2 0
01/11/23 INCORP. FINAL POWER & TELCO REPORT 01/09/23 CHANGE TO XIT GROUNDING SYSTEM 09/14/22 ADDRESS CHANGE 08/05/22 INCORPORATE PLAN REVIEW COMMENTS 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT

DATE REVISIONS

SCALE AS SHOWN DESIGNED DRAWN
KV
HL
FV
HL
RF
BY
DWG
WT-KG 384299170.3 SHEET 2 of 3

BOK DKD AT&T MOBILITY BOK DKD TUSTIN, CA BOK DKD BOK DKD DETAILS BOK DKD

CHK APP'D JOB NO DRAWING NUMBER
AA-CSL05482-D09
REV.
4 Item 1K - Page 52
B
A
.
-----·-·-·---·--4-··--·-··"' ··.,··-·---------·---·l- --··----·-·-·--·-·----·--·---a - -------··-------····--·-·-·-·-J~_ I / !]~~-~---} ..-=='-;--'=5= ..... I=-=--=···=-·=···=··=··J .... _=-=-=··=-·=·-=-=-·=·=-=====·-=·-=·-=·-=···='""-=·-=·-=·-=··=-=-=--=-=-~,· 1--- 92 [3.61 TYP 1015
125.21 ---Ii.I
140.0] TYP --~
1 639.2
f4I-- 595.5 [23.41 -------,
507 120.0] TYP ---+-----t-----------1~
360.9 [14.21] -f-a,111-+------li.--i
185.9 [7.321 ~· _____.,..,
I
I
I
12X w 17.5 [.691

TOP & BOTTOM

49.5 [1.951 TYP
· 137 [5.41

STUB--UP

I/N TANK FITTING PROVIDING FUNCTION
1 3/8'' NPT COUPLING FUEL SUPPLY
2 2" NPT WELD FLA.NGE FUEL FILL
3 FUEL LEVEL OPENING FUEL LEVEL
4 3/8" NPT COUPLING FUEL RETURN
5 2" .NPT WELD FLANGE VENT
6 3,. NPT WELD FLANGE EMERGENCY VENT
7 3/ 4- NPT COUPLING DRAIN
8 1/2'' NPT HALF COUPLING LEAK DETECTOR 9 3" NPT WELD FLANGE OUTER EMERGENCY VENT 10 1/2" NPT HALF COUPLING FLUID DETECTOR [OPTIONAL)
703
l27.7l
73~---~IGH & LOW VOLTAGE
IZS.OI STUB-UP
CAPACITY: LITER (GALLONS) WEIGHT: KILOGRAMS 1P·ouNbSI
LENGTH: MM UNCH] 686 547.5
127.01 12t561
... . ..
542
[21.4]
i
• DRAW LNG CREAT£0 f'ROM · PROlEH6 I NEER
30 fll[, rco MCl)lf ICAtHlN TO 5£ APPL IED TO SOLID MODEL ONLl. 4 282
[11.11
233 --1-41--IOI-I
[9.21 c-4-----1173 146.2! --------llll-+--...+--- 206 IBJ] ~--- 900 [35,4] ~· ------i
~------1424 1513.11 -------1
42 [1.61
TANK PIN A0001273353 A0001273985
DIM 'A' 466 [18.41 766 [30.2)
TOT AL CAPACITY 56 GAL 105 GAL
USABLE CAPACITY 51 GAL 103 GAL
DRY WEIGHT 449 LB/ 204 KG 625 LB l 283 KG
DIM ·A·
(8)
\
\
-- 417 116.41
102.1
[4,021
UL 1142 / ULC-5601 LISTED
· · 127
(5;0]
54 [2.13] i-..---798 131.4] -----i i--.---19 [.71
TYP
DIMENSIONS ARE IN MILIMETERS !INCHES!
GE !I ERAC PO~E! SVi HaS owi s [H[ corrn 1@T Of' ! Hf$ DRA W IN0 WH ICH I S .S·UPP LI ED IN (01-! i'I DENCE ,t_rH1 MU-ST ~O T ~[ USED FOR, TITLE
INSTALL COMPACT BASETANKS D2.2L
,UH r uRPCl3 £ DTH l A TH AN WR )JH l CH ·IT IS S UF'P l_irn WI THOO l f--------------------------1 :H[ [ XPRl:S'S' W~tl'Hl-i CON.$ EH r -OF tl:E:<J'[•fi x PMER $~:SrE~S © Q[N[ RA(. PO,l [ R 5>5T[ , \ /-0.1) ISSUE DATE :
f-----------------1 SIZE CAGE. NO DWG
2 [L[CIRONI CALL¥ ArPROV[O
IN~IDE 'IIIH[)CHILL
B N/ A
SCALE 0. 0 70 WT-KG
NO AOO·O 136 7037 .REV I
SHEET I o f I
B
A
DCI PACIFIC CSL05482 4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD AT&T MOBILITY

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
at&t
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED

HL BOK DKD TUSTIN, CA

FV BOK DKD

HL BOK DKD DETAILS

RF BOK DKD

BY CHK APP'D JOB NO DRAWING NUMBER
DRAWN AA-CSL05482-D10
REV.
4 Item 1K - Page 53
0 f--- w f--- :r:
0 f---
:z: w
(J) (J)
::::,
07 z
<I:

D".
oo
w
_J 0~ z:
w w <r:
f--- Ul f---
:r: 0 :z:

U _J 0
wuu
m UJ
oz
f-'-_'. 0
:r:
(')
SDC020 I 2.2L I 20 kW

INDUSTRIAL DIESEL GENERA TOR SET
EPA Certified Stationary Emt11!1t1nc:y
Slamlby Puwar Ranng
20 kW, 25 kVA, 60 Hz
ISO l1ffi
<lOCli
2008
Codes and Standards
Not all codes and stamlards apply to II configurations. Comae1 laclory for dalails.

UL2200, UL6200, UL1236, UL489, UL142
CSA C22.2, ULC S601
BS5514 and DIN 6271
SAEJ1349
NFPA 37, 70, 99, 110 NEC700, 701, 702, 708
ISO 3046, 7637, 8528, 9001
NEMA ICS10, MG1, 250, ICS6, AB1
ANSIC62.41
SDC020 I 2.2L I 20 kW

INDUSTRIAL DIESEL GENERATOR SET
EPA Certttle<I Stationary Emel'flency

APPLICATION AND ENGINEERING DATA

ENGINE SPECIRCATIONS
General
Make EPA Emissions Compiance EPA Emissions Refereni;e
Cylinder#
Type
Displacemerrt- ln3 {l)
Bare - In (mm)
Stroke - in (mm)
Comprassion Ratio
Wake Air Meltlod
Cylinder Head
Piston Type
CrarbhaltType
Engine Governing
Governor
Frequency Rlll)llatlon (Steady Siata)
Lubrication Sys1em
Oil Pump Type Oil Filter Type
Crricase Capacity- qt (I.)

ALTERNATOR SPECIFICATIONS
Standard M)del
""' Reid Type
tisulalion Class - Rotor
Insulation Class - stator
Total Hanmnic Distortion Telephone lterference Factor (W} Peoons
Stationary Emergencv
Seu Emissioo Oala Slleet
•
In-Line
135 (2.22}

3.3 (84)

3.9 (100)

23.3:1
Turbocha-ved
Cast Iron
Akuninum
Fa,ged Steel
Electrooic Isochronous
±0.5%
.. .,

9.3 [10.6)
KCI035124V26
' ll11¥m'lng
H
H
<5% (3-Phase Only)
<50

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK ) SUITE f 70
IRVINE ) CA 92614
GENERAC" I INDUSTRIAL POWER I SDC020 I 2.2L I 20 kW INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency
GENERAC" I INDLBTRIAL POWER I SDC020 I 2.2L I 20 kW INDUSTRIAL DIESEL GENERATOR SET EPA Cortified Stationary Emergoncy

GENERAC' I INDUSTRIAL POWER I
Powering Ahead
For over 60 years, Ger<rac has pro,ided innovative design and suplrior m111ufaclu~.

Generac 111suras superir quelny by desi!,lilg aoo manufacllnng most al ls generalnr canponents, inclJdng ijfemallls, enclosures and base tanks, comol systems and communications software. Gonerac g"1Sels llilize a wict vnty al options, coniginlllns all! arrangemel'IS, allowing us 1D meet the standby power needs al practical~ every applcallon.

Generac sear"1ed globally to ensum the most reliable engines power our generators. We choose ony engiles that have already been prown in heavy-<ltjy •-~ applk:atlons under adverse
conditions.

Generac Is committed ta ensurilg oor custaners' service support contlnuos after their generator purohasa
GENERAC" I INDUSTRIAL POWER I
Cooling System
Cooling System Type
Water PLITlp Type
Fan Type Fan SpeEII - FRI Fan Diameter- 11 (mm)
Fuel System
fuel Type
Fuel SpeCJtcauons Fuel Filterilg (Microns) Fuel lnjacl Pump Fuel Pump Type Injector lyl)B
Fuel Supply Lim - in (mm) Fuel Return L.i"e - In [mm)
Engine Electlical System
System Voltage
Batlory Charg11 Altomatvr
Battery Size Battery Voltage
Ground Polarity
Standard Excitation
Belllngs
Coupling
Load Capacity - Standby
Prototype Sholl Circuit Tast
Voltage Regl.Elor Type
Number of Sensed Phases Regulation Aocuracy (Steady State) Closed Recovery
Pre-Lubed, Self Se .. ing Pusher
1,980
1B (457.~
Ultra Low S~r Diesel Fool
ASTM
5 Distribution Injection Pump
~ine Oliven Gaar
Mechanical

0.31 (7.9-t) 10 0.19 (4.76) ID
12VDC
See Battery In~ 0161970SBY
12VDC
Permanllf'II: Magnet Excitation
Single Sealed
Direct vie Rllidble Disc
1D11%
y.,
All
±0.25\Ni
GARAGE

STANDARD FEATURES

ENIIINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE
• Oll Dllln Exkflslon • UL2200 BENIIO'Bci"' • RIJSI.Proof Fas1Bnera with Nylan Washer, to • PkCltilll!r • Class H Insulation Ma1elial Protect Allsh • Slalnless Stael FIIIXllle Elchauil Cannectlon • 2/3 PIich • High PerfllntWlta Sooncl-Absortilg Material • Factory Filed Cil and Coolant • Engine Coolam HBallll' • Skewed Stab:ir
• Permanent Magnet Excltdon
• Sealed Dearing
• Ga.sketed Doom
• Alurnnlm EnclDSUn • Level 2 Soond Atteruatlon
FUEL SYSTEM • Rotor Dynamically Spin Balil'lced • Twist-Lock Ham:11 • Fuel L.ockoff Solenoid
• Primary Fuel Filter
• Aroor1J9saur Winding (3-Phase Oliy) • Full Load capacity Allemalor • Protective lhennal SWltdl FUEL TANIS (I Selected)
COOUNG SYSTBI GENERATOR SET • UL H-2/lll.C S601 • OOIJ:lleWall • Closed Coal!lt Rtcovery System • IN/OZOIIB Reslstl'rt HosBS • Far.:to,y-instaled Radiator
• RaclatorDrain Extension
• lll'lllmal Gensel Vlllratlon lsolatlan
• Sel)l'ation of Cirouils · HiltL,low Vottai:,e
• wrapped E>naust Piping
• Standanl facbN)I TeS'llng
• Normal and Emer\Jency YenlB
• Factory Presue Tested
• RlC)lllre Basin Alarm
• Fuel Level
• 50/50 Ethylene Gt,col Anlfreeze
• 2 Y81' Liiril:ed W•rrantv (Standby Ra:lud Units) • Chectvm In Stipply Sid Return Lines ELECTRICAL SYSTEM • 1 Yu Ulnhld Warranty (Pr1ma Ratlld Units) • RhlnaCoet'"' - TllltUJUd Polyester Powder Coat Paint • Sllenc~ Moonted ti the Discharge Hoad • Stainless Staal Hardware • Babry MlmatJr
• Baler/Cables • Baler/Tray
• l\lbber-Dooted Erl{line EIQ'lcal Connections
• SOlenOld Acli~ated S1artar MolOr
CONfflOL SYSTEM fgl Splem s.tus Displ,y' • Rlmate Ports . "'"""' • Multilnpl 128164 Graphical Display with Hear • Full Raree 51an<l:Jy Operation • EaavStall8ViewlfDSCfeEll • 3-Phase AC Volts • F~I S.-- S1a1us • 3-Ph.tse Arr.,s • R1.11 Hours • kW • Servk:e Reminders • PowerFactor • Fauh H;,tay (Alom Log)
• Fwpturedfank Delection • OIIPressire
• Auxllary Sh.ildOWI Switch • 011 Tamporature (Optlond/YtJffi Eqllpped) • Remote Comffllrications • 011 Level (O!iiarmVWben EQ11IPP11d) • Coml)lll)le with NFPA 110. Level 1 or 2 (Yitl111
Optional Modules Selected)
• 0-lor FIIBI l.eYIII Hlghllow Warning
- zone" 411 Con1N111.-
Fe111rn
• Proflrarrmable Aulo Crri
• Sdeclabla Low Speed Exerdsl!I • RS·232x2
• AS-46512
• 3-Pbasc Sansing Dlgllal Volll~ R~ulailDr
• TI°"
• Dal8
• On/OffJMlllual Switch
• Not In AUID Flash Ing Lift
• Bneiuency 5tql
• Modbus• RTU
• Lile Powe(l'Ben Power
• 12T Funelioo for Full GanaratorProlection
• Wakr Tempnbm1 • WalEI Level
• FUBI PrlAUnt'Lenl • Entj11t Splled
• Batlefy Vtlltage
• AltemalOrfrBqUlll&Y
Allfflll and Warnings
• C0111TianAlann •Utpu1
SDC020 I 2.2L I 20 kW

INDUSTRIAL DIESEL GENERATOR SET
EPA Certified Stationary Emergency
GENERAC" I INDUBTRIAL
POWER

OPERATING DATA

POWER RATINGS
S1andby
Sin~e-Phase 12Q/240 VAC @1.0pf 20 kW, 20 kVA Amps: B3
Thrw-Phase 120/208 VN:. @0,8pf 20 kW, 25 kVA Amps: 70
Three-Phase 120/240 VN:. @O.Bpf 20 kW, 25 kVA Amps: 60
111ree-Phase 277/480 VJ,£ @0.8pt 20 kW, 25 kVA Amps: 30 MOTOR STARTING CAPABILITlES (IIIIVA)
skVA vs. Vollage Olp
120l240\IAC10 30i 277/.fBOVAc:30 30% 208/240\IAC3" 30%
A00351>44N26 12 K0035124Y26 38 K0035124Y26 28
RJEL COIISUMPllON RATES'

COOLING
Fuel Pult1) Lift-ft (m)
311)
Tomi Fuel P1111p Flow (CC111buslon + Return) • lllh (l.ph)

16.6 ~3)
Air Flow (Fan Air Flow Across Radiator) - Corrpact
Coolant Aow
Coolarrt System Capa1::ity
Heal Rejection to Coolant
Inlet Air
MaKimum Dl)8rallng Aml>lart Temparatuf8 Maximum OJ}8f'iting Amble rt Temperature (Delore Derale) Maximum Addltlanal Radiator Backpfessu11

COMBUSTION AIR REQUIIEMENTS
Row at RatBd Power - cfm (m3/ninf

EXHAUST
'""'"
Diesel - gph (ljlh)
Percent Load S1andby
25% 0.6 (2.1)
50% 0.9 (3,5) 75% 1.3 (4.BJ

1.6 (6.2)
Fuel SL.lllllY hSlallalOl'I ITMISI aoconrnoda.:: llld
CGf!ILrnptjcri ra1elS at 100'.\ load.
elm (rn3/mln) 1,653
-
(46.8)
gpm (Lpm) 15.5 (58.7)
gal (L) 1.9 (7.0)
BTU .. (kW) 76,090 ~2.3)
elm (rn3/mln) 1,714 (48.5)
•f 1-C) 120 (50)
See Bullelln No. 0199280SSD
In H~ (ltPa) 0.6 (0.12)

61.4 (1.7)
Rated Engine Speed RPM 1,800 Exhd Flow (Rated OutpiJ) cfm (m3/min) Horsepower at Rated kW** hp 325 MaXirnum Allowable Backpressure ~Hg (kPa) Piston Speed fl/min (nv'min) 1,182 (360) ExhilJSt Temperaltn (Rated Oulpul) 'fr<'I MP psi (kPa) 105.9 (730.1)
.., llellr to "EnUsionS 0eta 918111" ltt fflllifflllll bHP lor EPA 11111 SCAQMD IUl)ISIIS.

De ration -Opuratlonal ohnlllur15111.1 co1111iklrmimdmum ambilJt oordlona. Derato faoUJf1 may apply undur atypk;al :ilo comltlon5,. '''"" 160.4 (4.5)
30 (7.46)
950 (510)
Pl&aSteontacta GeMOC Power Systems Industrial Dealerforaddlllanal detais. All perlonna.11te ratings in accatd¥1ce with 1S03046. BS6514, 1S08628, and DIN6271 standa'd&.

Standby - Sea BiJletln 0187500SSB
Prime• See Bulelln 0187510SSB
CSL05482

PALMS SPRINGS PARKING
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 at&t Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780 249 S. INDIAN CANYON DRIVE PALM SPRINGS, CA 92262 I

CONFIGURABLE OPTIONS
ENGINE SYSTEM CIICUIT IREAKER OPTIONS CONrROL SYSTEM
o Oil Heater o Main line Circuit Breaker o '1FPA 11 O Compliant 21-Ll{trt Rtl1l318 Annunciator o Auld Con1alnlTll!lntPan o ShuntlrlpandAwlllaryContact o Remote Rally Assembly (8 er 1 S) o Coolal'II Helller Isolation Ball VlMI o Electronk: Tr1p Breakers o CNI Temperubn tJdcallon and A1!11fl o Spart Inputs (x-4) /Quip.ts (x4)
FUEL SYSTEM ENCLOSURE o Battery Dlscoonecl switch
0 lflT Rexlble Fuel lilWI o Up to 1 MPH Wind Load Ralilg (Contact Factoty Joi- Avai1bity)
o Remote E-8- (Break Glass-TVl)8. Surface Moult)
o Remote E-Stqi (Red Mushroom-T!,Pe,
Surface Mollll) B.ECTRICAL SYSTEM o A{',IDC Eoclosure Lighi"lg Kit o DcorDpenAlam1 Switch o RemOktE-81op (Red '-ltsmxm-Type, H.1shMOl.ri) O O 1 OD IE Alarm Holl 10A UL LiSled Battery Chlr(l(f
o Battery Warmer WARRANTY (S1andby Genoets Only) o QouOO Fault Aoo1nclation o 120V GFCI and 240V Oulats

ALTERNATOR SYSTEM
o Anli-Condenslltlon Heatsr
o TRIPcalC~

GENERATOR SET
o Extended Fac1nryTeslil!I o Pad Vlblllkln lsolatlrs

ENGINEERED OPTIONS

GENERATOR SET
o Special Testq
o 2 Year Exten"8d llmked Warrarty o 5 Year Urrrte:I Warranty o 6 Year Extended Umled Warrarty o 7 Year Extemled Lim led Warrarty o 10 Year Extended United W8fflllty
FUB. TANKS
o l.11..2065 Tank
o Stainless Sleel Talils
o Special Fuel T;riks
SDC020 I 2.2L I 20 kW

INDUSTRIAL DIESEL GENERATOR SET
EPA Certlfiecl S1atlonary Emergency
DIMENSIONS AND WEIGHTS*
~-----rl

COMPACT VARIANT
Run Usitlle
Time - Capacity
Hours -Gal ti..}
Nolc11k

31.9 51 (193)
• 0
'
li1'S===U·"'·1

64.4 1031390)
-wGmeracPowerSntems,hc. I P.O.BIIX-31 ~hJ,Wl5311l9
o 1 DA Engine Run Relay
FUEL TANKS (Size On Last Paga)
0 CIVerlll Protecllon Vatve o Spill Box RBIU"n Hose
o 2.5 Gallon Spill Box
o Taik Risers
o Fuel Leval Switch and Alam,
O 12' Ven! Synm
o Fire Ried Stainless Sti!el Fuel Hose

GENERAC' I INDUSTRIAL POWER I
LxWxH-in(mm) weight· lbs (kg)

56.0 (1,422) X 34.5 (a76) X 69.S (1,773) 1,455 (000) 56.0 (1,422) X 34.5 (-876) X BS.2 (2,240) 1,004 (864)

56.0 (1,422) X 34.5 (876) X 100.0 (2.5.fO) aooo (943)
P: (ffl2) 544-4811 C2021 Generac Power Systems, Inc. Al~ reserved. Al specltlclllk:m n 11.1~ect to cllarvl, without notice.

Part:No. AOII01352184
Rev. 1 02/24/2021
4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM

KV BOK DKD

HL BOK DKD

AT&T MOBILITY

TUSTIN, CA
2 09/14/22 ADDRESS CHANGE FV BOK DKD
08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD

DETAILS
NO. DATE REVISIONS BY CHK APP'D JOB NO DRAWING NUMBER
SCALE AS SHOWN DESIGNED DRAWN AA-CSL05482-D11
REV.
4 Item 1K - Page 54
0 f--- w f--- :r:
0 f---
:z: w
(J) (J)
::::,
07 z
<I:

D".
oo
w
_J 0~ z:
w w <r: f--- Ul f---
:r: 0 :z:

U _J 0
wuu
m UJ
oz
f-'-_'. 0
:r: • f---
0 8 <C
0:::: en 2 >- _J er
o_ 0
0 W LL
um 2
FIRE

MOUNTING INSTRUCTIONS
- KNOX REMOTE POWER BOX DISASSEMBLY AND CONDUIT

HOLE INSTRUCTIONS
Read and understand these instructions FULLY
before mounting and installing the
Knox Remote Power Box.

WARNING! The complete electrical system should be
installed, tested and approved by a licensed commercial electrician before it is placed in operation.
[Il [Il [Il [Il [Il

MOUNTING PREPARATION GUIDELINES
Always mount your Knox Remote Power Box to a
secure, solid wall, beam or post. A six foot height
level is recommended to resist vandalism.

Use a small level to plumb the power box square.

Mount the Knox Remote Power Box face-up so the
hinge is on the right and the small moisture drain hole is on the bottom.

Use four(4) Grade 5 or Grade 8 fasteners (carriage
bolts, etc.) of 3/8"
diameter. Units may BOLT HEAD MARKINGS
also be welded into
place. Mounting to '<..)' '<I>'
solid studs or steel · •
supports is required.

Avoid mounting face GradeSFastener Grade8Fastener l Mark< Gn B<,tt HM<! 6 Mork< Gn B<,l Hdown from ceiling or overhang area.

Be sure to caulk the sides and the top between
the wall and the power box for water proofing.

Use commercial 100% silicone caulk with a typical
bead thickness of 1/4". Leave the bottom open for
drainage. IMPORTANT: Clear any material from
the interior/bottom of the power box that could
obstruct the drain hole.

Back View Surface Mount
'
SLUiace Mount
Caulk back of pOW'er box across top and
down sides, leaving the bottom open.

Be careful not to obstruct the 3
tamper alert wiring holes on
surface mount models
Recess Mount
Caulk back of flange
across top and down
both sides before
tightening permanently to wall
[Il [Il [Il
Dust Cover Warning
Label
Knox Remote Power Box Knox Remote Power Box
Surface Mount Surface Mount with
optional Knox Tamper Alert
Use of a licensed commercial electrician for Knox
Remote Power Box mounting and electrical
installation is required. Raintight or wet location
(rigid) conduit and hubs must be used.

The Knox Remote Power Box will need to be
disassembled for mounting. Once power box has
been properly mounted to wall, re-assemble unit in reverse order being sure that electrical for both the shutdown switch and tamper alert have been
properly installed and tested.

Tamper alert leads and field wiring conductors must
be routed separately unless they are both insulated
for the maximum voltage involved in either circuit.
• •••••••••••••••••••••••••••••••••••
I •fT1 •LJ.J CAUTION! The Knox Remote Power Box door is equipped with a security re-locking device. Do N.QI lock power box with the lock mechanism cover
removed or lockout will result. The large plastic
washers holding this cover are special and must not be
changed to another type.

I I
I
I I I
••••••••••••••••••••••••••••••••••••
IMPORTANT: When mounting of the Knox Remote Power Box is complete, contact your local fire department to inform them the power box is ready for lock up.

If Knox Remote Power Box is purchased for private, industrial or commercial use: keys will be sent separately to address requested.

Door Removal and Adjustment
If door must be removed, remove only the top and bottom hinge pin screws. Do NOT remove the three hinge bracket screws as these are factory set for proper door alignment. When replacing the door, adjust hinge pin screws loose enough so that door swings freely. Thread locker (LOCTITE") must be used on hinge pin screws.

REQUIRED TO MOUNT

KNOX REMOTE POWER BOX
Using a 1·3/8" crescent or adjustable wrench,
remove the red selector knob by removing the
octagonal lock nut from directly behind
the knob.

Using a screwdriver, remove the (4) mounting
screws and nylon washers from the power on/
off label area
Remove metal encasement from Knox Remote
Power Box which contains the electrical switch
and NEMA box cover. being careful not to
damage the door tamper switch/plunger
assembly located in the upper slot-area of the
encasement.

Using an Allen wrench, remove the (4)
mounting bolts for the NEMA electrical
enclosure. (Long "T" handled Allen wrench
recommended)
Using a Phillips screwdriver, remove the tamper
alert assembly.

Electrical conduit hole is to be drilled by a qualified, licensed commercial electrician making sure all National and Local Electrical Codes are met. Conduit hole should be drilled so that tamper switch, mounting screws and
grounding lug are not compromised. Additionally, use only raintight or wet location conduit and hubs.

Avoid grounding lug area
INh~ drilling conduit hole

INSIDE VIEW
eSwitch housilg -++-~•;;-
Recommended aroa -++-+--
for condJlt hole
NEl#I Enclosure
Mounting Holes -++--",, ]
eElectrical Ratings:

Main Switch: 24-480VAC, 125VA MAX, PILOT DUTY.

PER CONTACT BLOCK
Two contact blocks per switch; Double Pole,
Double Throw (DPDTI
Tamper Switch: 24VDC, 50mA, general use
Use 75°C wire only
Enclosure Rating: Type 2, 3R

Ambient Air Temperature Rating: -40'C / +65'C
-40'F I +149'F

DEPT KNOX REMOTE

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614

POWER BOX
GARAGE
CSL05482

PALMS SPRINGS PARKING
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262

MOUNTING HOLE LOCATIONS

INSIDE VIEW
-r
1"
No caulking ...L
in this area
NEMA Enclosure
Mounting Holes

DO NOT USE

FOR MOUNTING
Switch housing
4 mounting
holes are 7/16"
diameter
,_----7" w10,S------"

ALWAYS USE BEST POSSIBLE

MOUNTING DESIGN WHEN

CONDITIONS ARE DIFFERENT

FROM EXAMPLES SHOWN IN
THIS INSTRUCTION.
#4544 Sini;ile Lock, Recess Mount shown
7"
HIGH
1 @
USTED
All Knox Remote Power Boxes are
fully tested and listed by Underwriters
Laboratories as anti-theft devices. Knox
Tamper Alerts are UL listed as Central
Station Alarm Units. UL Electrical Range:

UL 1332
UL 508
UL 1037
UL1610
Max Voltage of 24 VDC at 50 mA.

Organic Coatings for Steel Enclosures for Outdoor Use Electrical Equipment Industrial Control Equipment
Antitheft Alarms and Devices
Central Station Alarm Units
at&t
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
4 3
2 0
NO.

SURFACE MOUNTING

TO A STUD WALL
Suggested minimum
mounting height
6 feet above ground Tamper - - - · -
___ A~•_rts (2)
Top View
Interior - Wall (need no-: tie preoont tc:t" installalil;fi) The Knox Remote Power Box is 7-1/4" deep and weighs 31 lbs. When surface mounting to a stud wall, the interior wall must be reinforced across two studs using thick plywood and a steel backup plate. ,,Stud Wall '---' _ _,.__ 7_114,~-~ 5/16" Lag screws, 4 per stud Surface models are designed for mounting on a flat wall. Do NOT mount face down from ceiling or overhang area. When the Knox Remote Power Box model includes Knox Tamper Alert, set the tamper alert aside until the power box is mounted on the wall. Check to see that the "power box to wall" tamper plunger is properly depressed.

If switch plunger does NOT properly depress, adjust the screw on the plunger for the proper length.

If installing on a thin or hollow wall, use a solid backing (ex: 1/4" steel plate) to properly reinforce for secure mounting. Mounting to solid studs or steel support is required. Alarm wiring/testing should be performed by a qualified alarm installer.

IMPORTANT: 3/8" Grade 5 or
Grade 8 fastener
Loctite' all fasteners.

All fasteners to be Grade 5 or 8

RECESS MOUNTING

TO A STUD WALL
Suggested minimum
rnounling height
6 feet above ground
When recess mounting to a stud wall, the interior wall must be reinforced across two studs using thick plywood and steel backplate.

Recess models are designed for flush mounting. Do NOT mount face down from ceiling or overhang area. Units can be adapted to fit a variety of solid walls or in a concrete wall. Due to it's depth, there is NO RECESS MOUNTING KIT available for the Knox Remote Power Box. Do NOT over tighten mounting bolts as this will distort the flange.

When the Knox Remote Power Box model includes a Knox Tamper Alert. set the tamper alert aside until thepower box is flush mounted. Wiring should be pulled tight so that attempts to force the power box out of the wall will break the wire or pull the terminals loose. If installing the power box on a thin or hollow wall, use a solid backing (1-1/8 plywood or 3/8" steel plate fastened to solid studs on both sides) for secure mounting. Mounting to solid studs or steel support is always required. Alarm wiring~esting should be performed by a qualified alarm installer. [1J Bore 10" diameter hole through solid wall.

Install Knox Remote Power Box per RECESS
MOUNTING TO A STUD WALL diagram above,
including electrical conduit and steel backup plate.

Install electrical wiring.

Force grout through visible voids on all four sides
of Knox Remote Power Box flange with grout bag.
0 1 O" Diameter
0 Top View
Stud Well
Solid
Concrete Wall
1 O" Circular
Bore Hole

SIDE VIEW
- Steel Washer
Rigid conduit to shunt trip switch
---1/4" Steel backup plate
Rigid conduit to
burglar alarm system
IMPORTANT:
------ Backboard: 1-1/8" thick plyvvood
or 2 pcs 3/4" ply glued together
5/16' Lag screws, 4 per stud
- Lag screws, 4 per stud
{Use first screw to mount spacer)
IMPORTANT:
-3/8" Grade 5 or Grade 8 fastener
- Steel Washer
Rigid Conduit to shunt trip switch
1/4' Steel backup plate
Rigid conduit to burglar alarm system
IMPORTANT:
--Backboard: 1-1/8" thick plywood or 2 pcs 3/4" ply glued toEJ;l1haMinimLm 1/4" gap between back '-.. of power box and plywood surface "'- Lag screws, 4 per stud (Use flathead screw to mount space~ Wood Spacer Blocks (x2)

FRONT VIEW
Patch exterior paint if needed. Backboard: 1-1 /8" Thick Plywood or 2 pcs 3/4" ply glued together 1/4" Steel Backup Plate
c_ ____________________________ Pagel
Q WARNING' IMPORTANTSAFETY ;:... v • INSTRUCTIONS
To reduce the risk of fire, electric shock, serious injury or death:
• THE KNOX REMOTE POWER BOX MUST BE INSTALLED, OPERATED, AND MAINTAINED BY QUALIFIED PERSONS WHO ARE THOROUGHLY TRAINED AND WHO UNDERSTAND ANY HAZARDS THAT MAY BE INVOLVED. THIS PUBLICATION IS WRITTEN ONLY FOR SUCH QUALIFIED PERSONS AND 15 NOT INTENDED TO BE A SUBSTITUTE FOR ADEQUATE TRAINING AND EXPERIENCE IN SAFETY PROCEDURES FOR THIS TYPE OF PRODUCT. KNOX COMPANY IS NOT LIABLE FOR THE MISAPPLICATION OR MISINSTALIATION OF ITS PRODUCTS. • User is cautioned to observe all recommendations, warnings, and cautions relating to the safety of personnel and equipment, as well as all general and local health and safety laws, codes and procedures. • Always turn off power at the breaker when assembling or disassembling the Knox Remote Power Box.

Installation and maintenance involving the circuit and any other accessory attached to the circuit must be performed by a licensed commercial electrician. The complete electrical system should be installed, tested and approved by a licensed commercial electrician before it is placed in operation. • The recommendations and information contained in these instructions are based on Knox Company experience and judgment, but should not be considered to be all-inclusive or covering every application or circumstance which may arise. If any questions arise. contact Knox Company at 1-866-625-4563 for further information or instructions. 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD 09/14/22 ADDRESS CHANGE FV BOK DKD 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD

DATE REVISIONS BY CHK APP'D

MOUNTING INSTRUCTIONS
Knox Remote Power Box
Issue Date: December 2017
1601 W. Deer Valley Road, Phoenix, AZ 85027
800-552-5669 • Fax 623-687-2290
[email protected]
www.knoxbox.com
OPE-¥.ll~PEC-0166-0

AT&T MOBILITY

TUSTIN, CA

DETAILS

JOB NO DRAWING NUMBER
SCALE:

N.T.5
SCALE AS SHOWN DESIGNED DRAWN AA-CSL05482-D12
1 REV.
4 Item 1K - Page 55
GENERATOR SIGNAGE NOTES:

SIGNS SHALL BE AFFIXED TO THE TANK ON BOTH OF THE LONG SIDES OF THE GENERATOR. THE FOLLOWING SIGNS ARE REQUIRED:

1. AT&T identification sign, 8" x 12" or 3" x 6.5"
r-..... ,,.,or
I at&t

AUTHORIZED
PERSONNEL ONLY!
·1
.J OR .: at&t Mobility

2. Yellow EH&S sign

FOR FUEL&OTHER

ENVIRONMENTAL
EMER6ENCIES

CALL EH&S
1-800-566-9347
(1-800-KNOW-EHS) • •
GENERATOR NFPA 704 SIGNAGE NOTES

1. SIGN SHALL BE 15"X 15" WITH 6" NUMBERS

2. AN NFPA 704 DIAMOND PLACARD SHALL BE

INSTALLED ON GENERATOR AND THE MAIN
ACCESS GATE.

3. Fuel type, Combustible (Diesel), Flammable (Propane & Natural Gas) and No Smoking 4. signs (individual signs or the Excel combination sign shown below are acceptable). Fuel tank capacity is optionaI1
12'
1!"

DIESEL FUEL

COMBUSTIBLE

NO SMOKING

NO OPEN FLAMES

FUEL TANK CAPACITY GALS
12'
1r
1 ~a,) ~~11 ill~I FLAMMABLE

NO SMOKING

NO OPEN FLAMES
FUEL TANlCJPACITY GALS
12'

GENERATOR SIGNAGE
•• NFPA Rating Explanation Guide ••
mlllm'I mm1 SPECIAL
mm ED HAZARD
NFPA
4 3
2 1
0 Can be lethal
WIii vaporize
and readily burn
at normal
lamparatures
May exp1ode
at normal ALI( Alkaline
temperatures and a------1-------
pres.sures
Can cause serious Can~ ignited
or permanent under almost all
ACID Acidic
May explode at
Injury ambient temperatures high temperature a------1------- or shoc:k COR Corrosive Can cause
temporary
Incapacitation or
res.iduail inJury
Cancausa
aigniftcanl
Irritation
No hazard
Mlust be heated or Violent chemicaE -----t-------
hlgh ambient chan!iJe at hiijh
temperature to temperatures or OX Oxidi.zilig
bum pr~$SUre$
Must be preheated Nonnally- stable. •·•
before Ignition can High temperatures----1-,,--.,..,..-,--...

Radioactive
occur make unstable Reacts violently or W explosively with water
WIii IN>lbum Stable
wox
Reacts vlolentli,, or
&xplosivaly with
water a nd o xidizing

RATING GUIDE

DCI PACIFIC
A IE IC WORKS PACE:

ARCHITECTURE I ENGINEERING I CONSULTING
,r
1~t:i 111I:MC3till~I

FLAMMABLE

NO SMOKING

NO OPEN FLAMES
GATE NFPA 704 SIGNAGE NOTES

1. SIGN SHALL BE 15"X15" WITH 6" NUMBERS

2. AN NFPA 704 DIAMOND PLACARD SHALL BE INSTALLED
ON THE MAIN ACCESS GATE.

3. THE PLACARD SHALL BE PLACED AT EYE-LEVEL
2 GATE SIGNAGE 3
BATTERY NFPA 704 SIGNAGE NOTES

1. SIGN SHALL BE 15"X15" WITH 6" NUMBERS

2. AN NFPA 704 DIAMOND PLACARD SHALL BE INSTALLED ON
BATTERY CABINET AND THE MAIN ACCESS GATE.

3. THE EXTERIOR ACCESS PANEL OF BATTERY CABINET SHALL
SHOW THE FOLLOWING INFORMATION:

A) MANUFACTURER AND MODEL NUMBER OF THE SYSTEM

B) VOLTAGE AND CURRENT

4. PLACARD SHALL BE PLACED AT EYE-LEVEL
5 BATTERY SIGNAGE 4
CSL05482

PALMS SPRINGS PARKING GARAGE
#MRLOS034534 I FA: #14059611 I USID: #266172

INFORMATION
Ai& T Mobility operates telecommunications antennas at this location. Remain al least 3 feel away from any antenna and obey all posted si,gn .

Contact the owner,(s) of the antenna(st before working closer than 3 feet from the antenna.

Contact AT & T Mobility at 800·638-2822 prior to performing, any maintenance or repairs near AT&T antennas.

This is AT&T Mobility Sile # ________ _
Contact the management office if this door/hatch/gate is found untook.ed.
r

INFORMACION
En est.a propiedad se ublcan anlenas de telecomunicaciones operadas por AT&T Mobility. Favor mantener una distancia de no menos d'e 3 pies y obede~r todos los avlsos.

Comuniquttse con el propielario o los propietarios de las antenas antes de trabajar o camlnar a u na distancia de menos de 3 pies de la antena.

Comuniquese con AT&T Mobility 800·638·2822 antes de
re.iliz.ir cu.ilquler mantenlm1ento o repar.icio!'l.es cere;i de I.is antenas de AT&T.

Esta es la estaclon ltase numero
---------
Favor comunlcarse con la oflc.lna de la adminlstraci6n del 1tdif1clo siesta puerta o compuerta se encuentra sin
candado.
..... , -..Mlhit,i.-

INFORMATION SIGN
INFORMATION SIGNAGE NOTES:

On this tower:

Radio frequency (RF) fields near some antennas may
exceed the FCC Occupational Exposure Limits.

Contact AT&T at 800-638-2822, option 9 and 3, and
follow their instructions prior to performing any
maintenance or repairs beyond this point.

Personnel climbing this tower should be trained for
working in RF environments and use a personal RF
monitor if working near active antennas.

This is AT&T site CSL05482
YELLOW CAUTION 28 SIGN

1. INFORMATION SIGN IS TO BE MADE ON 50 MIL ALUMINUM SHEETING (SIZE 8 INCHES BY 12 INCHES) WITH FOUR (4) 1/4-INCH MOUNTING HOLES, ONE IN EACH CORNER OF THE SIGN FOR MOUNTING WITH HARDWARE OR WITH TIE WRAPS. THE MAIN BACKGROUND COLOR IS TO BE WHITE FRONT AND BACK WITH BLACK WITH BLACK LETTERING.

2. THE INFORMATION BAND SHALL BE A 1.2 INCH SOLID GREEN BAND WITH 0.5 INCH HIGH BLACK LETTERING. THE BODY TEXT SHALL BE IN BLACK LETTERING WITH 0.2 INCH HIGH LETTERS THE REF LINE SHALL BE IN 1/8-INCH HIGH LETTERS.

3. THE PLACEMENT OF TEXT SHALL BE DONE IN A MANNER THAT WILL PERMIT EASY READING FROM DISTANCE OF APPROXIMATELY 6 FEET IN FRONT OF OF THE SIGN.

4. ALL PAINT WILL BE BAKED ENAMEL WITH UV PROTECTIVE COATING OVER THE FACE OF THE SIGN.

5. CONTRACTOR SHALL INSTALL ALL INFORMATION SIGNAGE IN ACCORDANCE WITH RF EXPOSURE POLICY AND RF SAFETY COMPLIANCE PROGRAM, LATEST EDITION.

ALERTING SIGNAGE NOTES:

1. NOTICE, CAUTION, AND WARNING SIGNS ARE TO BE MADE ON 50 MIL ALUMINUM SHEETING (SIZE 8 INCHES BY 12 INCHES) WITH FOUR (4) 1/4-INCH MOUNTING HOLES, ONE IN EACH CORNER OF THE SIGN FOR MOUNTING WITH HARDWARE OR WITH TIE WRAPS. THE MAIN BACKGROUND COLOR IS TO BE WHITE FRONT AND BACK WITH BLACK WITH BLACK LETTERING. THE RADIATION SYMBOL BACKGROUND WILL BE BLUE, YELLOW, AND RED FOR NOTICE, CAUTION, AND WARNING SIGNS, RESPECTIVELY, WITH A BLACK SYMBOL AND BLACK TRIANGLE BORDER AROUND THE SYMBOL. TRIANGLE SIZE WILL BE 5 INCHES ON A SIDE.

2. THE NOTICE, CAUTION, AND WARNING BANDS WILL BE 3 INCHES HIGH IN A SOLID BLUE, YELLOW, OR ORANGE COLOR, RESPECTIVELY. THE LETTERING WILL BE 7 /8-INCH HIGH WITH WHITE LETTERING ON THE NOTICE AND BLACK LETTERING ON THE CAUTION AND WARNING BANDS.

3. THE TEXT WILL BE IN A BLACK LETTERING WITH THE "BEYOND THIS POINT ... " BEING IN 3/8-INCH HIGH LETTERS; THE SECOND SENTENCE TO BE 1/4-INCH HIGH LETTERS AND THE REF LINE TO BE IN 1/8-INCH HIGH LETTERS.

4. THE PLACEMENT OF SYMBOLS AND TEXT SHALL BE DONE IN A MANNER THAT WILL PERMIT EASY READING FROM DISTANCE OF APPROXIMATELY 6 FEET IN FRONT OF OF THE SIGN.

5. ALL PAINT WILL BE BAKED ENAMEL WITH UV PROTECTIVE COATING OVER THE FACE OF THE SIGN.

6. CONTRACTOR SHALL INSTALL ALL ALERTING SIGNAGE IN ACCORDANCE WITH RF EXPOSURE POLICY AND RF SAFETY COMPLIANCE PROGRAM, LATEST EDITION.

INFORMATION AND ALERTING SIGNAGE 1
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD AT&T MOBILITY 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD TUSTIN, CA at&t 2 09/14/22 ADDRESS CHANGE FV BOK DKD 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD Mobility DETAILS 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD 26 EXECUTIVE PARK I SUITE 1 70 249 s. INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR NO. DATE REVISIONS BY CHK APP'D JOB NO DRAWING NUMBER REV.

IRVINE I CA 92614 TUSTIN, CA 92780 PALM SPRINGS, CA 92262 SCALE AS SHOWN DESIGNED DRAWN AA-CSL05482-D13 4 CONSTRUCTION NOTES CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F
Item 1K - Page 56
..,, next; II st;ep
'' DESIGN, INC
30448 RANCHO VIEJO ROAD SUITE 172
SAN .JUAN CAPISTRANO, CA 82676
949-604-7621
NSD JOB #: 19-537
) )
GENERAL NOTES:

1. DESIGN CRITERIA:

DESIGN CODE: 2019 CALIFORNIA BUILDING CODE (CBC)
Ss = 1.63 SDC = D
S, = .672 WIND SPEED - 75 M.P.H. (A.S.D.)
Fa = 1.2 97 M.P.H. (L.R.F.D)
Fv = 1.7 WIND EXPOSURE - B

2. ALL MATERIALS AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CODE AND GOVERNING BUILDING ORDINANCES.

3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES.

4. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

5. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THIS ENGINEER. UNAUTHORIZED CHANGES RENDER THESE DRAWINGS VOID.

6. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS

SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL

NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OF LABOR SPECIFIED.

7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES INCLUDING, BUT NOT LIMITED TO, BRACING AND SHORING.

OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OF ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES.

8. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION.

ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE.

9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING

UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.

10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY

OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTING WORK.

CONCRETE:

1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS SPECIFIED HEREIN.

2. MIX DESIGN REQUIREMENTS:

A. CEMENT SHALL BE TYPE V.

B. COMPRESSIVE STRENGTH = 4,500#
C. CONCRETE SLUMP SHALL NOT EXCEED 5".

D. WATER CEMENT RATIO SHALL NOT EXCEED 0.45.

3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE.

4. SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE OR REBAR PLACEMENT. ALL CONCRETE HAS BEEN DESIGNED FOR 2500 PSI.

STRUCTURAL STEEL:

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST

REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH

INCLUDES THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDING CODE.

2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO FABRICATION IN ACCORDANCE WITH AISC 360, CHAPTER N3.

3. MATERIAL SPECIFICATIONS:

W SHAPES: ASTM A992 GRADE 50
C, M, ANGLE, BARS, AND PLATES: ASTM A36
TUBE STEEL: ASTM A500, GRADE B
PIPE COLUMNS: ASTM A53, GRADE B

4. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING.

5. SPECIAL INSPECTION OF THE FABRICATION AND IMPLEMENTATION PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH AISC 360, CHAPTER N2.

6. ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELDED METAL ARC WELDING PROCESS WITH E70XX ELECTRODES OR THE SUBMERGED ARC WELDING PROCESS WITH E7X-EXXX ELECTRODES. LOW HYDROGEN ELECTRODES SHALL BE PREHEATED IN ACCORDANCE WITH AWS STANDARDS.

7. ALL WELDING SHALL BE INSPECTED IN ACCORDANCE WITH AISC 360, TABLES N5.4-1, N5.4-2, AND N5.4-3 BY A REGISTERED SPECIAL INSPECTOR. WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. WELDERS SHALL HAVE LIGHT GAUGE STEEL CERTIFICATION WHEN WELDING LIGHT GAUGE STEEL.

8. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC.

9. ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH ASTM A-307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS OTHERWISE NOTED.

10. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO

CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER.

CONSTRUCTION NOTES
PACE: #MRL0S034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

PALM SPRINGS, CA 92262
4 FIBER REINFORCED POLYMER (FRP):

1. FIBER REINFORCED POLYMER (FRP) STRUCTURAL SHAPES SHALL BE PROVIDED BY FIBERGRATE IN ACCORDANCE WITH LARR# 25536 AND SHALL COMPLY WITH THE FOLLOWING PROPERTIES:

FLEXURAL FLEXURAL MODULUS
TENSILE (Ft)
SHEAR

DENSITY
= 6,685 PSI (LENGTHWISE) = 1,875 PSI (CROSSWISE) = 2.54 x 1 rf PSI (LENGTHWISE) = 1.13 x 1 rf PSI (CROSSWISE)
= 5,350 PSI (LENGTHWISE) = 945 PSI (CROSSWISE) = 930 PSI = .074 LBS/IN"

2. ALL MATERIAL SHALL BE CLASS I FIRE RATED WITH FLAME SPREAD OF 25 MAXIMUM TESTED IN ACCORDANCE WITH ASTM/E84. THE USE OF ANTIMONY OXIDE IS NOT PERMITTED.

3. FIBER REINFORCED POLYMER (FRP) BOLTS, THREADED RODS, AND RELATED NUTS AND WASHERS SHALL BE PROVIDED BY FIBERGRATE, UNLESS OTHERWISE NOTED.

4. EPOXY ALL CONNECTIONS WITH MAGNOBOND 56 A/B BY MAGNOLIA PLASTICS, INC.

COLD FORMED STEEL:

1. STUDS AND JOISTS SHALL CONFORM TO ICC ER-11 66P AND LARR 25889.

2. EXPOSED STUDS AND JOISTS SHALL BE GALVANIZED.

3. 33 AND 43 MIL THICK STUDS AND JOISTS SHALL BE FORMED WITH A MINIMUM YIELD STRESS OF 33 KSI.

4. 54 AND 68 MIL THICK STUDS AND JOISTS SHALL BE FORMED WITH A MINIMUM YIELD STRESS OF 50 KSI.

DESIGN LOADS:

TOWER FLOOR DEAD LOAD TOWER FLOOR LIVE LOAD

8.0 PSF
40 PSF
STRUCTURAL OBSERVATION:

1. STRUCTURAL OBSERVATION IS NOT REQUIRED BY THIS ENGINEER OR SEC 1704.5 FOR ANY PORTION OF THIS PROJECT.
at&t
=---
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
SPECIAL INSPECTION REQUIREMENTS:

1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING SPECIAL INSPECTION. REFER TO SECTION 1704 FOR SPECIAL INSPECTOR'S DUTIES.

2. ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING

AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONTRACTOR PER SECTION 1 704. 1 .

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SCHEDULE TO THE TEST AND INSPECTION FIRM TO FACILITATE THE PROPER COORDINATION OF WORK.

4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.

5. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A

SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR.

6. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION:

CONCRETE:

A. CONTINUOUS INSPECTION AND TEST CYLINDERS FOR STRUCTURAL CONCRETE EXCEPT FOUNDATION CONCRETE OF 2500 PSI OR LESS AND SPECIFIED EXCEPTIONS PER SECTION 1705.3 (TABLE 1705.3).

REINFORCING STEEL:

A. PLACING OF REINFORCING PER SECTION 1705.3 (TABLE 1705.3).

STEEL:

A. STEEL FABRICATION AND IMPLEMENTATION PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH AISC 360, CHAPTER N2.

WELDING:

A. ALL STRUCTURAL WELDING SHALL BE INSPECTED IN ACCORDANCE WITH AISC 360, TABLES N5.4-1, N5.4-2, AND N5.4-3 BY A REGISTERED SPECIAL INSPECTOR. WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS.

BOLTING:

A. ADHESIVE AND EXPANSION ANCHORS IN CONCRETE OR MASONRY. INSPECTOR SHALL

VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, THICKNESS AND

COMPRESSIVE STRENGTH, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE.

ABBREVIATIONS:

AB - ANCHOR BOLT AFF - ABOVE FINISH FLOOR

BTM - BOTTOM

CJ - CEILING JOIST CLR - CLEAR CONC - CONCRETE CONT - CONTINUOUS

DIM - DIMENSION

DBL - DOUBLE

DIA - DIAMETER
(E) - EXISTING
EA. - EACH EQ - EQUAL

EQUIP - EQUIPMENT FDN - FOUNDATION FRP - FIBER REINFORCED PLASTIC FS - FAR SIDE

FTG - FOOTING

HORIZ - HORIZONTAL

ID - INSIDE DIAMETER
I.F. - INSIDE FACE

MB - MACHINE BOLT

MIN - MINIMUM
(N) - NEW

NTS - NOT TO SCALE NS - NEAR SIDE
o.c. - ON CENTER

OD - OUTSIDE DIAMETER
O.F. - OUTISED FACE

OH - OPPOSITE HAND

PLCS - PLACES

REQ'D - REQUIRED

SIM - SIMILAR SQ - SQUARE STD - STANDARD

STIFF - STIFFENER

THK - THICK
T.O. - TOP OF

TS - TUBE STEEL TYP - TYPICAL

LION - UNLESS OTHERWISE NOTED

VERT - VERTICAL

AT&T MOBILITY

TUSTIN, CA
JOB NO. DRAWING NUMBER
CSL05482 S01
[,
t<
REV
0 CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F
Item 1K - Page 57
16'-0"
T.O. FRP
WTOP
... ---:-:~:---------------------------:-:=:-------t-\@7-;::s-;co3:;-i BRACING i,_
ANTENNA_/
(TYP)
• A
II II
-

V FRP FRAMED WALL
----+-+-------+---lf+--+---l---+--+-+--+--++--+-+-----ll---------11-+---+/9\.....;;..9---lANTENNA I MOUNTING I
8'-4"
T.O. JOIST
I
Q'-0"
REF. ELEV.
.. . : . . . ..

TOWER ELEVATION
next; ~, II st;ep
'' DESIGN, INC
u u
Ir =• =
l
RRU
(TYP)
!
(2\ ANTENNA
.- ~FLOOR
/EQUIPMENT
/EQUIPMENT

CABINET

CABINET /
I .. . : . " . ·. .. ·•1 I. . •, .. . •.- ~. :I
· ... · .. ~·:·.·.A"· .. --~-- .- ... ·. ., . .d ..... ,/J,,_ .... _ .. ·-~--... .. -~---.s .• .. ··•· "· ·.· •.. · .. :_ •.•. .-~. ·_.. ·:,11. ... _ ' ·; • ·" .. ... . . .. .. . . -- --
-- --
--
--

ADDED W-BM

SEE PLAN
(TYP 3 PLCS)

VMETAL STUD
WALL

RETROFIT EQUIP

PLAN PLAN
. 4 ... . . ... . . • .
. .; . . '.i . - ._ .... :•ii' . . ...
' . ... . ~-4 .. ...... 4 :-
:• ' '· .. ·. •
SCALE:
1/2"=1'-o" 0
30448 RANCHO VIEJO ROAD SUITE 1 72
SAN JUAN CAPISTRAN• , CA 92676
949-B04-7B21
PACE: #MRL0S034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

NS• JOB #: 19-537
PALM SPRINGS, CA 92262
) 4
1 ' 2·
j....

I
"'
'1_ BEAM '1_ BEAM '1_ BEAM
2· -o" 6' -o" 5• -o 1 /2"±
2"--+-1---------------------------1
U.:
ci
/ / / / / / / //~V / // // // / / / / / /// / / / / / / / //1/ "' I
I
I 7 r / ~---,= ---------t~------- 7 v
I I I V I I ~v / (E) CMU WALL EQUIP. ABOVE \ I V / /
(TYP)
I I 1 - +- ---7 V I :~--1--: : V
"" 111 "'I I "'I I V
~I I 11 I I V
i lll ii Ill ii I I V
11 I L_ + __ J I V
: 1: I I ,-1--1 I
r-------7 I I I I V
: 11 ,-1r- 7 I : ! I ! : I ,V
111 I I I '
''V
111 I 11 I I I L_ f __ J I I IV IL ,J- _J I L ______ J I IV ~L-=-+
____ _l__ - - ---f- ----___ J Jv
~--------- I I EQUIPMENT / ANTENNA J I

ENCLOSURE WALL ABOVE V /
13•_1.. V
>+----+-------------+------------i+-v-++/ 1 1/2"
-------------------
/1\ /1\
---
v:: / (E) 21" SQ. CONC. ,---~'-I/ PILASTER
~- (E) 14" x 30 1/2"
CONC. BEAM
9 EXISTING CONCRETE DECK EXTERNAL REINFORCING i:.A;;;: SCALE: ,tJORT~ 1/2"=1 '-0" 0 1 ' 2' 3 at&t
=--
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
~\'.OfESSJ~
#SI~' BEr~:ir~
!:'a~

AT&T MOBILITY

TUSTIN, CA
-, c:::-:~
-' s.E. 429s ~!;J ELEVATION AND SLAB REINFORCING PLAN t-t--------1------t----t------t-~,.K~-~~------~----------------r-d A 04/27 /22 ISSUED FOR CD R[V1EW AM DJT SB --~d JOB NO. DRAWING NUMBER REV .LF C,,.I\W"
NO. DATE R[V1SIONS BY CHK APP'D CSL05482 S02 0
[,
t<
TOWER FRAMING PLANS AND EQUIPMENT PLANS CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F
Item 1K - Page 58
,----- - - ------
(

I I I I I
l @/'- 7
TYP

FRP WALL TOP LEVEL BRACING

ANTENNA MOUNTING PLAN
.... , nexc II seep ,1 DESIGN, INC
30448 RANCHO VIEJO ROAD SUITE 172
SAN JUAN CAPISTRANO, CA 82675
949-804-7821
NSD JOB #: 19-537
)
•
>
> >
•
1w I S06
I I
)
---
- -
----
FRP 4x4x3/8 ANGLE

BRACE (TYP)
•
PLAN
FRP 4x4x1/4--.. POST AT MIDSPAN
(TYP 3 PLCS)

STACKED RRU
(12 PER SECTOR)
36 TOTAL

ANTENNA
(2 PER SECTOR)
6 TOTAL
X
TYP
TYP 3
PLCS
xx
)
TYP
4'-o"
TYP
•
•
TYP
xxxx
a [)._
I
...

FRP SCREEN WALL
SCALE:
1/2"=1·-o·
SCALE:
1/2"=1'-0"
0 0
PACE: #MRL
•S034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

PALM SPRINGS, CA 92262
4 1 ' 2' 1 ' 2'
8 ANTENNA FLOOR
9 EXISTING DECK
at&t
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780

DBL JOIST AT ANTENNA
SUPPORT POST (TYP) \ 17\ ~o_v
~:\~ I
\ i 7~:
,: -~ \ _. /; -- ' • • '
'
'
' !!1
f-
-
' ' ' . 0 --, " ' 'c'.!l 0 ' co
co -, ' "'
-
f- ''
w
0 X <C ' / / c'i ' ' ' / / I (X) ' ' / / ' ' ' / / - --· I/ / " ( ui'~' 0/ / , °"L B" x 16 GA. JOIS)" " . . ' / i5 ,' / CD I "' / --, ' // ,,-- . I '' - <C ' ' // . ' / '" ' // I X co I ' f- - / A !!]
/ ' / / ' 0 I / "' X I / / ' ' --, ' / / / ' ' < ' (X) / / ' '(O l llBL 8" x 16 GA. JOISls ' co' ~:\@ -, 1, X ,, f-- --.--y 11 (/) ' ,' ///
(X) 0 tn ,' SOS ,,
--, -
0 . / / 1 < ' --, l?/ / '" c'.§ 0 / I co ' - co
/(0
-
--
X / -
/10\ 'c)/ <Xl/ X
\51 -~- co - ,,; ,o ' .- /· ·.·.\: :~.:.f.. I ! .. ).'..-'.:
/7\
\31

FRAMING PLAN
13'-1"
2 (g\
SOS
•
:;-:,;.·· 1 ,7~: :\:•"· N ... : /] ._- /;
I • - ,:,...J " / y - "
- ' ' ' ' -
~(E)
/ /
- / / ' ' 8" CONC SLAB~ / / ' ' / / ' ' / / ' ' / / '' / / ' ' 4'-0" / / 2'-2" ' N 0 ' ' //' I ' ' ci ' ' // ' "' I
N
:.,.
-
(g\
\31 I
' ' ' ' ' ' ' ' '' ' ' ' ' ' ' .,~
,//
4'-o" 2'-3" /
/ /
/ /
/ /
(8\ / / / /
/ / ' ~o_y
- / /
I / /
,-._ / /
/ / I
/
I ,' /
/ /
1350# '
/ /
//// -
v· ;~/.1
. - (7/' ...
- -
r9\
\51

LEVEL FRAMING PLAN
A 04/27 /22 ISSUED FOR CD R~EW
NO. DATE R~SIONS
//
//
/,
/' /
/ ,
/ / /
/ /
/ /
// V (8\
,,'
4000#
' '
' ' ' ' ' ' -,, I ,,
. ' ' ' ' ' ' ' ' (8\ 2300# ' I'' '.' ,~ ' r-- ' ' ' ' ' ' ' ,', '-.[) -
! .. .;..:.~:
2 SOS

AM DJT SB

BY CHK APP'D
18 GA. x 7"

SCREWS TO
SQ Ir_ WITH (10) #10
BRACE AND (11)
#10 SCREWS TO TOP TRACK
(TYP 4 PLCS)
'---- 3" x 18 GA. ST RAP BRACE
WITH (2) #10 S CREWS TO
THE BTM OF EA . JOIST
FIBERGRATE 2x
SEE 8/S07 FO
2x2" GRATING

R ATTACHMENT
/10\
\51
3" x 18 GA. S TRAP BRACE

SCREWS TO
A. JOIST
WITH (2) #10

THE BTM OF E
SCALE:
1/2"=1'-o" 0
• (g\ 0 I
\51 ,-._
=
SCALE:
1 /2"= 1 '-0" 0
1 '
1 '

AT&T MOBILITY

TUSTIN, CA
JOB NO. DRAWING NUMBER
CSL05482 S03
[,
2' 2
t'
2' 3
REV
0 CONSTRUCTION DETAILS CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F
Item 1K - Page 59
DBL STUD ---.___ SDS SCREWS
'- (SEE SCHEDULE)
S/HDU4 HOLD DOWN
BTM TRACK~
1---~-
. .
.
.
.
/ANCHOR PER SCHEDULE
-tt.acK u .f
•
. • "'
4 •
SIMPSON RP6 PLATE
(lYP)

HOLD DOWN BOLTING SCHEDULE
' . •
MODEL
NO
ANCHOR ANCHOR FASTENERS CAPACllY
lYPE DIA ,_Q_lY_~-S-IZ-E--< LBS
S/HDU4 A36 5/8" 6 #14 3970
CODE APPROVALS: ICC ER-124 (CFS)

SHEAR WALL HOLD DOWN
next; II ... , st;ep
'' DESIGN, INC
30448 RANCHO VIEJO ROAD SUITE 172
SAN .JUAN CAPISTRANO, CA 82676
949·804· 7821
NSD JOB #: 19-537
)
10 1 1
12 )
NOTES:

1. 1/4" x 2" SQ PLATE WASHER WITH 1/2" DIA MB CAN BE
USED AS AN ALTERNATE TO THE SIMPSON RP6 PLATE

2. RETROFIT BEAM BELOW NOT SHOWN FOR CLARllY.

3. SEE PLAN FOR PAD SIZE. 1 1"
8"
1 1/2"--+-+----t-+-1 1/2"
-,--+$ $
. .

PLATE 3/8" WITH
(3) 3/ 4" DIA MB '\
'
•
6" MAX
1 WT4x9
\/,-----,======· ==· =~ / 3/16~ 2 II 12 3/16 v2 c ,2
(E) CONG SLAB_/ '"" /
1 r~QuIPMENT V CABINET
' 0 ' I o,
+--+$
~ ==::'...::::=i....J
\_ PLATE "A"
(1/2" THICK)
$

RETROFIT BEAM TO EXISTING CONCRETE BEAM
• 'ct ,n
<.J I
z
oz
(.)::;
1 /2" DIA A36 THREADED
ROD (4 ANCHORS TITTAL)
n ~- #3 BAR AT 9" o.c. EA. WAY
+-------r----'--'fll'--------'ffL..I.,.<---, IN 7 /16" DIA HOLE FILLED ·:,
<
/ ___.. / WITH SIMPSON SET-XP
,. .--tt--~--~--trV,........,,,- ADHESIVE PER ICC REPORT •
SIMPSON RP6 PLATE
(lYP)
ESR-2508
(3 1/2" MIN EMBEDMENT)
(E) CONG SLAB

SEE PLAN
• N
"
" I
.
1 1"
8"
1 1/2"--+--+-----i--+-1 1/2"
• N
-+--+-$ $
' "'
+--+$ $
' "'
+--+$ $
\_ PLATE "A"
( 1 /2" THICK)
EQUIPMENT ANCHORAGE 8 BEAM TO CMU WALL
NOTES:

1. SUBSTITUTION OF A SIMPSON STRONGBOLT 2 ANCHOR WITH EXPANSION

ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE OR BY OTHER

MANUFACTURERS IS NOT ALLOWED WITHOUT WRITTEN APPROVAL BY THIS ENGINEER PRIOR TO INSTALLATION.

2. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING
REINFORCING BY X-RAY, RADAR, OR EQUIVALENT METHODS. NO REBAR SHALL BE CUT.

3. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ANCHORS .

4. THE CONTRACTOR SHALL BEAR THE ENTIRE COST OF REPLACEMENT OF NON-APPROVED ANCHORS OR REPAIR OF CUT REBAR.

5. ANCHORS SHALL BE INSTALLED IN GROUT FILLED CELLS IN
ACCORDANCE WITH THE DIAGRAM BELOW.

6. USE STAINLESS STEEL FOR EXPOSED APPLICATIONS.

SIMPSON STRONGBOLT 2 EXPANSION ANCHOR
<t, BLK
1" (lYP)-+-+-
II
-~ I 4• 3"
I 15•
L3" FROM ADJOINING BLOCK
4" FROM END OF WALL
L ').

I
!'\_ANCHOR MUST BE

INSTALLED IN BLOCK

WITHIN HATCHED AREA
ANCHOR SCHEDULE <1)
BOLT
DIA
3/8"
5 8" 3 4
HOLE
DIA
3/8"
1 /2"
5/8" 3/4"
"E"

EMBEDMENT
2 5/8"
3 1/2"
4 3 8"
5 1 4•
(1) INFORMATION SHOWN IN THIS TABLE

IS IN ACCORDANCE WITH ICC
REPORT ER-240
0 w
•• $
' D.. "' "' $
.......

PLATE "A" WITH (4) -+--
5/8" DIA EXPANSION
ANCHORS PER 3/S04
------ ---- $
3/16 I/
0 w
-
6 .
l
•
2"-<+--+--'
I --+--1-,1 1/2" \_W-BEAM SEE PLAN
·, ___
1 __
• ---~ (E) CONG BEAM
PLATE "A" WITH (6) 3/4" DIA EXPANSION ANCHORS
PER 6/S04
(3) 3/ 4" DIA MB
PLATE 3/8" WITH\
r=======v.s~::::EI>/
;,,~
$ II /
'\ +--+$ I
---:3:-/;--:1-::-61-/r---4• l--:-+l---.....$1 1Li:::::::::a:i(/ w '-+-+!,L.( //

W-BEAM J

SEE PLAN
1 1/2"-+-+!- // /
•
/ / (E) CMU WALL
NOTES:

1. SUBSTITUTION OF A SIMPSON STRONGBOLT 2 ANCHOR WITH OTHER EXPANSION ANCHORS

MANUFACTURED BY SIMPSON OR BY OTHER MANUFACTURERS IS NOT ALLOWED WITHOUT THE WRITTEN APPROVAL OF THIS ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BEAR THE ENTIRE COST OF REPLACEMENT OF NON-APPROVED ANCHORS.

2. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY, RADAR, OR EQUIVALENT METHODS. NO REBAR SHALL BE CUT.

3. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ANCHORS .

4. USE STAINLESS STEEL FOR EXPOSED APPLICATIONS.
(
SIMPSON STRONGBOLT 2
CONCRETE ANCHOR SLAB \
WALL, OR FTG \
1---'---~.~.!Ql--~----<
w·~ <J
wm
• z ' ::;
.·
ANCHOR SCHEDULE (l)
BOLT
DIA
3/8"
1/2"
5/8"
HOLE
DIA
3/8"
1 /2"
5/8"
"E"

EMBEDMENT
2 1 /2" 3" DEEP HOLE
3 3/8" 4 1 /8" DEEP HOLE
4 1 /2" (5 3/8" DEEP HOLE)
• • w ,tj,tl = C/l j'.E :,
---~ .<I
·•
''T"

THICKNESS
4 1/2"
6"
7 7/8"
(1) INFORMATION SHOWN IN THIS TABLE IS IN ACCORDANCE WITH ICC REPORT ESR-3037 AND LARR 258921.

SIMPSON STRONGBOLT 2 EXPANSION ANCHOR

AT&T MOBILITY

TUSTIN, CA
1 2
w
1-
w
ct:
u
z
0 u
3 PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

PALM SPRINGS, CA 92262
at&t
=--
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
<1\1.0l'ESS /~
BEr~-l'c ~, (f_{5(r,; ~I°% ~I-' S.E. 4296 !;J
t-t-------1------t---t----t-~.-K~-~~--------.---------------~ -~d JOB NO. DRAWING NUMBER REV A 04/27 /22 ISSUED FOR CD R[V1EW AM DJT SB a, ,., iW NO. DATE R[V1SIONS BY CHK APP'D CSL05482 S04 0
4 [,
CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F CONSTRUCTION DETAILS
Item 1K - Page 60
16 GA TRACK
#10 SCREW
(lYP)

METAL STUD

SEE PLAN

FRP TUBE

GRATING
METAL JOIST WITH (2) #12
SCREWS TO EA. STUD

JOIST PARALLEL TO STUD WALL
DBL JOIST~
I
OPN'G
PL.AN
A/
A

DBL JOIST

DBL JOIST AT

OPENING
JOIST

DBL JOIST

S/HJCT HANGER WITH
(2) #10 SCREWS TO
TRACK AND (8) #14

SCREWS TO JOIST

SECTION A-A

OPENING FRAMING
(3) #1 D SCREWS

EA FACE

TRACK TOP AND

BOTTOM TERMINATE AT

STUD AS SHOWN
A
: I ~·--------<·
I • I I • I .--.-------,.

A
6" METAL STUD EA
FACE. NOTCH FLANGE

AT STUD

DOUBLE STUD EA SIDE

OF OPENING
#1 D SCREW AT 24" o.c.

HEADER TO DOUBLE STUD
next; ~, II st;ep
'' DESIGN, INC
30448 RANCHO VIEJO ROAD SUITE 1 72
SAN JUAN CAPISTRAN• , CA 92676
949-B04-7B21
NS• JOB #: 19-537
4" x 16 GA.

METAL TRACK
(TOP AND BTM)
r---t::,,..___ 6" x 1 6 GA.

SECTION A-A

METAL STUD
#10 SCREW AT 24" o.c.

STAGGERED
)
16 GA TRACK
#10 SCREW
(lYP)

METAL STUD

SEE PLAN
1 0 JOIST TO STUD WALL

FRP TUBE

GRATING

METAL JOIST ALIGNED

WITH WALL STUD
S/HJCT HANGER WITH (2) #
10 SCREWS TO TRACK AND
(8) #14 SCREWS TO JOIST
400S162-43 (4"x18 GA.)

BLOCKING AT END BAYS AND
AT 41 -011 o.c.

SECTION A-A
1 1/2" x 18 GA CONT
STRAP WITH #8 SCREWS 6"
o.c. AT BLOCKING AND (1)
#1D SCREW TO EA STUD
1 1 BLOCKING AT STRAP
(2) #10 SCREWS
TO EA. STUD
1 2 METAL STUD TO SLAB

MTL STUD
18 GA TRACK WITH ANCHOR PER
3/S04 WITH SIMPSON BP 5/8-3
BEARING PLATE AT 32" o.c.
(E) CONG SLAB
PACE: #MRL0S034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

PALM SPRINGS, CA 92262
4 7
8 NOTES:

1. PROVIDE 1/4" DIA DRAIN HOLE ON INSIDE FLANGE ONLY AT 24" o.c. 4"x16 GA. TOP TRACK
4"x16 GA METAL STUD
AT 16" o.c.
4"x18 GA. BTM TRACK
(E) CONG.

SLAB
,a; . <1
. .
•
•
4"x16 GA METAL-~
BLOCKING AT 48" o.c.

DBL STUD AT HOLD DOWN
·'
. <I :
•
., •·
·•
•
ANCHOR PER 3/S04 WITH
SIMPSON BP 5/8-3 BEARING
PLATE AT 32" o.c.
,4 ..• <I ,4~

METAL STUD WALL ELEVATION
NOTES:

1. PROVIDE 1 / 4" DIA DRAIN HOLE ON INSIDE FLANGE ONLY AT 24" o.c. 4"x16 GA. TOP TRACK
4"x16 GA METAL STUD
AT 16" o.c.
4"x18 GA. BTM TRACK
(E) CONG.

SLAB
. .
4 4. . A ,: ·4 .4
\
I
I
•
• •
I
I
\ I
\/
OPEN
/ \ DBL STUD AT

HOLD DOWN
I \
.4
. ., :
...
.,
•
\
\
•·
,4 . .. .q ,4~
9 METAL STUD WALL ELEVATION
at&t
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
A 04/27 /22 ISSUED FOR CD R[V1EW
NO. DATE R[V1SIONS
••• I
tt----'<·-"
--·-7 . '
• •· ...
·,da ~ 6 · ·.i
•.· I
I+----'<-"
4"x16 GA METAL
BLOCKING AT 48" o.c.
tt----+-7
. '
• .. ..
• • •

AM DJT SB

BY CHK APP'D

I HORIZONTAL FLAT STRAP BRACING
SEE 2/S03
(2) #1D SCREWS
AT EA. STUD
·. .· •
. ".ti .
. .., ,4 .
· .. M .
. . ••
. .
r •
L-·,'--,.--tt
18 GA. x 9" SQ fr_ WITH (15) #1D
SCREWS TO BRACE AND (7)
#10 SCREWS TO STUD AND TRACK
(lYP 4 PLCS THIS WALL)
4"x18 GA. STRAP BRACE

DBL STUD AT HOLD DOWN
~-ttt- 4"x18 GA. STRAP BRACE
r-·---+ICI'
I •••
.; .
,.4. .. ii!
., -..d'· • .. . .

HOLD DOWN (TYP)
SEE 12/S04
. ..
"<1 .. -
. .

I HORIZONTAL FLAT STRAP BRACING
SEE 2/S03
(2) #1 D SCREWS
AT EA. STUD
•·
· .. -!Id
. ..
•
. ,4 ·.11. 4 .
•
18 GA. x 9" SQ fr_ WITH (15) #1D
SCREWS TO BRACE AND (7)
#1D SCREWS TO STUD AND TRACK
(TYP 4 PLCS THIS WALL)
4"x18 GA. STRAP BRACE

DBL STUD AT HOLD DOWN
~--tt-t- 4" xl 8 GA. STRAP BRACE
.; .
" .
-.::1 ·-
JOB NO.
•
-o- __ A.

HOLD DOWN (TYP)
SEE 12/S04
. ..

ANCHOR PER 3/S04 WITH
SIMPSON BP 5/8-3 BEARING
PLATE AT 32" o.c.

AT&T MOBILITY

TUSTIN, CA

DRAWING NUMBER
CSL05482 S05
[,
2 t<
3 REV
0 CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F CONSTRUCTION DETAILS
Item 1K - Page 61
NOTE:

SEE DETAIL 6/S06 FOR FRP BOLT

LOCATIONS IN CONNECTION ANGLE UON

FRP TUBE
COLUMN

SEE ELEV
•

FRP TUBE

SEE ELEV
FRP PLATE 3/8"
x 10" SQUARE

FRP TUBE

SEE ELEV
PLAN

FRP TUBE TO TUBE AT CORNER
~, nexc rl seep
,, DESIGN, INC
3044B RANCHO VIE~• ROAD BLJITE 172
SAN JUAN CAPISTRANO, CA 92675
949-B04· 7B21
NSD JOB #: 19-537

FRP TUBE

SEE ELEV

FRP TUBE

SEE ELEV

FRP TUBE

SEE ELEV
•
FRP 6x6x3/8 ANGLE x 4"
LONG WITH (3) 5/8" DIA
FRP BOLTS (1YP) FRP 6x6x3/8 ANGLE x 4"
LONG WITH (4) 5/8" DIA
FRP BOLTS (1YP}
FRP 6x6x3/8 ANGLE x 4"
LONG WITH (4) 5/8" DIA
FRP BOLTS (1YP)
FRP 6x6x3/8 ANGLE x 4"
LONG WITH (3) 5/8" DIA
FRP BOLTS (1YP)

SECTION A-A
FRP 4 4 X X 1/4 TUBE \
FRP 4x4x1/4 TUBE\
FRP 4x4x1/4 TUBE\
1 1
FRP 4x4x1/4 TUBE\
,--
GRATIN\~ I SEE PLAN I
I
I I I I I I I I 11 Ill

FRP TUBE

SEE ELEV

SECTION B-B
--
I
(2) FRP 4x4x3/8 ANGLES P ER 3/S06
WITH (3) 5/8" DIA FRP BOL TS
WITH (4) 5/8" DIA FRP BOLT
((4) FRP 4x4x3/8 ANGLES PE R 3/S06
s
--7
I I I
Ill 11 I I I I I I I I
/' I I ' ;, I I
I I

DBL METAL JOIST UNDER POST
_/ L ______ 3
1YP
1 2 ANTENNA BEAM SUPPORT POST
PACE: #MRL0S034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

PALM SPRINGS, CA 92262
4 NOTES:

1. FRAMING VARIES FROM ORIENTATION SHOWN.

SEE FRAMING PLAN FOR ORIENTATION OF SUPPORTING FRAMING.

2. BRACE CAN BE LOCATED IN ANY 4' -0" BAY

ALONG THIS WALL LINE AT CONTRACTOR'S
OPTION

3. SEE 5/S06 FOR FRP PANEL SPECIFICATION
2"
TUBE
•
...

FRP 4x4x1/4 TUBE
AT 4' -0" o.c.

FRP 4x4x1/4 ANGLE BRACE
(2 TOTAL)
7 SCREEN WALL ELEVATION
4'-0"

MINIMUM SPAN

FRP PANEL

FRP PANEL SHALL HAVE SUFFICIENT STRENGTH AND STIFFNESS TO FULFILL THE FOLLOWING REQUIREMENTS:

1. MINIMUM SPAN RATING - 4' -0" CLEAR

FRAMING PER

CONSTRUCTION

DOCUMENTS

2. MINIMUM WIND LOAD (APPLIED PERPENDICULAR TO FACE) = 40 PSF

3. MAXIMUM DEFLECTION SHALL NOT EXCEED L/180.

4. FASTENER SIZE AND SPACING AND METHOD OF ATTACHMENT TO BE PROVIDED BY FRP PANEL MANUFACTURER.

5. SHOP DRAWINGS AND SUPPORTING DOCUMENTATION ARE TO BE

SUBMITTED TO THIS ENGINEER AND THE BUILDING DEPARTMENT PRIOR TO INSTALLATION.

6. PRODUCT IS TO POSSES A CURRENT ICC OR L.A.R.R. REPORT. THE

REPORT NUMBER SHALL BE SHOWN ON SHOP DRAWINGS AND ON
THE PRODUCT PROVIDED.

FRP PANEL SPECIFICATION
• N
1 1/2" 2 1/2" 2"
D
z
w
CD 2" 2 1/2" 1 1/2"
FRP L6x6x 1 /2
•
...
11/16" DIA
HOLE (1YP) (SHOWN FLAT FOR CLARl1Y

OF BOLT HOLE LOCATIONS)
9 FRP CONNECTION ANGLE BOLT LOCATIONS
at&t
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
A 04/27 /22 ISSUED FOR CD REVIEW
NO. DATE REVISIONS
5 6
FRP 4x4x1/4 TUBE
(TOP AND BTM)
NOTE:

SEE PLAN
,- l 1YP
SEE DETAIL 6/S06 FOR BOLT

LOCATIONS IN CONNECTION ANGLE

FRP TUBE

SEE ELEV

FRP TUBE TO TUBE
1 1/2'
n
• N
• N
11/16" DIA HOLE
(1YP)

FRP CONNECTION ANGLE
AM DJf SB

BY CHK APP'D
2"
TUBE

FRP PANEL

FAR SIDE

SEE ARCH'L

FRP TUBE

SEE ELEV
• CX)
I
r--
FRP 6x6x1 /2 ANGLE x 4" LONG
WITH (4) 5/8" DIA FIBREBOLTS
(1YP)
D
z
w
[Il
w w
"' [;]
D
0 0,
FRP L4x4x3/8
1 1/2'
n
(SHOWN FLAT FOR CLARl1Y OF
BOLT HOLE LOCATIONS}

BOLT LOCATIONS

AT&T MOBILITY

TUSTIN, CA
JOB NO. DRAWING NUMBER
CSL05482 S06
[;
1 2
3 REV
0 CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F CONSTRUCTION DETAILS
Item 1K - Page 62
z
:5
(]._
w w
{/)

SEE PLAN
•
•
•
•
A
A \_ HORIZONTAL FRP TUBE {TOP)

SEE PLAN

HORIZONTAL FRP
4x4x1/4 ANGLE AT
,'' TOP HORIZONTAL
+--
._ SEE PLAN NOTE:
,/ "'--..
'-.,__ 5/8" DIA FRP BOLT
EA. END
'-"'- HORIZONTAL FRP
TUBE {TOP)

SEE PLAN

FRP HORIZONTAL BRACE
PLAN
SEE 7/S06 FOR CORNER

CONNECTION
3/4"=1'-o"
5/8" DIA FRP BOLT
EA. END
HORIZONTAL FRP•~
TUBE {TOP) r,=!t,,t!=;,

SEE PLAN
,,

HORIZONTAL FRP ANGLE/

BRACE AT TOP HORIZONTAL
1/4" DIA BOLT
(4 CLIPS PER

PANEL MIN)
>-- 1-----1
r

SECTION A-A

SADDLE CLIP BY

GRATING MFR
1-----1>-

RECTANGULAR

BAR GRATING
>-- 1-----1 f-++--11-----1 >-
L
METAL JOIST j SEE PLAN
1 1 GRATING CLIP
next; ~, II st;ep
'' DESIGN, INC
30448 RANCHO VIEJO ROAD SUITE 1 72
SAN JUAN CAPISTRAN• , CA 92676
949-B04-7B21
NS• JOB #: 19-537
)
12 PACE: #MRL0S034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

PALM SPRINGS, CA 92262
4 Ar I I lA

I I I I/ FRP TUBE I

I SEE ELEV
• "':!
-
I
I (2) 1 /2" DIA M.B.

PLATE "A" WITH
"':! ' ,.., #12 SCREWS
""i
t I I I I I I t
.

METAL STUD _/
7 FRP TUBE ANCHORAGE
METAL STUD,~
WALL BELOW ""
•
--
4x4 FRP TUBE
PLATE 3/8" <I> ' ,..,
#12 SCREW {6 TOTAL) I <I> ' r<)
<I>
' N >
'-
-
Al._ --IAPLAN
8 CORNER FRP TUBE ANCHORAGE
------- FRP TUBE
I I Ar I I lA
• I I "':!
- I I (2) 1 /2" DIA MB
PLATE "A" WITH
#12 SCREWS "':! ,..,
I

I I I I I I I I II I I I I I I I I
,'
L Ii'. 1/4" x 1 1/2"
SQ WASHER (lYP)
9 FRP TUBE ANCHORAGE
at&t
(]._
(]._
(]._
(]._
(2)
I
(6)
4"
2" 2"
' -
-+----+--
..
' -
'
PLATE 1/4" x 3" x 0'-6" (2 TOTAL)
+--->- • f -7 • / WITH (2) 9/16" DIA HOLES
-
:,:
w
"' i='
' -' -
' -
•
-
+
"'---- 3/16" DIA HOLE
{lYP)
PLATE "A"
GRATIN\N\
SEE PLAN \
-
I I
FRP TUBE~I I

I I I I

I I I I I I I
I I

DBL STUD AT
/ CORNER
A

SECTION A-A
4"
'- 211 211
--
>--
/ PLATE 3 / 8"
>--
PLATE 1/4" x 3" x Q'-6" (2 TOTAL) +---~9 ~~~;r/ WITH (2) 9/16" DIA HOLES $ :,:
0::
w
C,
w
"' => >-
>--
' N
'-
--
l!2_
+
"" $ "'-----~~>-~ lYP \_ 3/16 /
11/16" DIA HOLE
(lYP)
PLATE "A"
~\'.OfESSJ~
#SI~"\ BEr~:ir~
!:'a~
-, c:::-:~

AT&T MOBILITY

TUSTIN, CA
1 2
3 =--
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
-' S.E. 4296 !;J
t-t--------1------t--t------t-~,.K~-~~------~------------------r-d A 04/27 /22 ISSUED FOR CD R[V1EW AM DJT SB --~d JOB NO. DRAWING NUMBER REV .LF C,,.I\W"
NO. DATE R[V1SIONS BY CHK APP'D CSL05482 S07 0
[,
CONSTRUCTION DETAILS CSL05482 DCI PACIFIC PALM SPRINGS PARKING GARAGE A E C | | WORKS ARCHITECTURE | ENGINEERING | CONSULTING 26 EXECUTIVE PARK | SUITE 170 | IRVINE | CA 92614
T 949 475.1000 | 949 475.1001 F
Item 1K - Page 63
next; II ... , st;ep
'' DESIGN, INC
30448 RANCHO VIEJO ROAD SUITE 1 72
SAN JUAN CAPISTRAN• , CA 92676
949-604-7621
NS• JOB #: 19-537
)
10 1 1
12 PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
235 S. INDIAN SPRINGS DR.

PALM SPRINGS, CA 92262
4 NOTES:

1. ALL STEEL TO BE GALVANIZED.

RRU~
RRU "--....
7 RRU '----,_
-
L3x3x1/4 x 4" LONG
WITH (1) 3/8" DIA
b U-BOLT AND (2) 3/8"
j DIA MB (TYP)
'I =.
, =•
, =•

CABINET MOUNTING HARDWARE
/
WITH (2) 3/8" DIA A36
• =
• THREADED RODS (TYP)
,
,
=•
-·
= .._ / FRP 4x4x1/4 y TUBE (TYP)
NOTES:

1. ALL STEEL TO BE GALVANIZED.

2. ANTENNA ASSEMBLY CONSISTS OF ANTENNA AND TWO MOUNTING BRACKETS. EACH BRACKET IS ATTACHED TO THE PIPE WITH (2) 3/8" DIA A36 THREADED RODS.

L3x3x 1 / 4 x 4" LONG
WITH (1) 3/8" DIA
U-BOLT AND (2) 3/8"

DIA MB (TYP) (
2" DIA STD PIPE _/
7 -1
8 =
/ PANEL ANTENNA
2" DIA STD PIPE _/
FRP 4x4x1/4____,/[

TUBE (TYP)
8 RRU MOUNT
9 at&t
=--
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
-
5 6

ANTENNA MOUNT
NOTE:

ANTENNA SUPPORT BEAM MUST

BEAR ON TO OF SCREEN WALL
TUBE. DO NOT HANGE SUPPORT
BEAM FROM SCREEN WALL.

ANTENNA__/

MOUNTING PIPE
-
FRP
-
, ',
4x4x1/4 TUBE _/
' '

HORIZONTAL FRP

TUBE OR BLOCK
5/8" DIA FRP
BOLT EA. END
- FRP 4x4x1/4 TUBE _/

HORIZONTAL FRP

TUBE OR BLOCK

ANTENNA MOUNT SUPPORT
~\'.Of ESS /di,3::
#,<i! ~"\ BEr-4:ir~ vsrs,~ l:"a~
-, c::::-~

AT&T MOBILITY

TUSTIN, CA
2 3
-' S.E. 4296 i;l
rt------t------t-+-+-~~~~-~~---~---_J
A 04/27 /22 ISSUED FOR CD R[V1EW AM DJT SB ·-~d JOB NO. DRAWING NUMBER REV <F C,,.I\ 'P'
NO. DATE R[V1SIONS BY CHK APP'D CSL05482 S08 0
[,
Item 1K - Page 64

ABBREVIATIONS AND LEGENDS
A AF

AMP(S) AMP FUSE

AFF ABOVE FINISHED FLOOR
AIC

AS ASCC
C.

C.O.

ELEV
EMT
KW
KVA
MCC
O.C.
p
PNL
RGS
T
UNO
V
w
WP
"AMPERES INTERRUPTING CAPACITY"

AMP SWITCH AVAILABLE SHORT CIRCUIT CURRENT
"CONDUIT", WITH CONDUCTORS AS REQUIRED BY
DRAWINGS OR SPECIFICATIONS.
"CONDUIT ONLY". PROVIDE PULL ROPE FOR ALL EMPTY
CONDUIT AS REQUIRED.

ELEVATION

ELECTRICAL METALLIC TUBING CONDUIT
"KILOWATT"
"KILOVOLT AMPERES"

MOTOR CONTROL CENTER
"ON CENTER"

POLE PANEL

RIGID GALVANIZED STEEL CONDUIT

TRANSFORMER

UNLESS NOTED OTHERWISE
'VOLTS"
WIRE
WEATHERPROOF, NEMA 3R
¢ PHASE OR DIAMETER
r----,
L
___ _J ELECTRICAL EQUIPMENT SHOWN DASHED IS EXISTING.
-T- TELEPHONE CONDUIT WITH PULL LINE IN PLACE.
-E--A-
-GELECTRICAL CONDUIT WITH PULL LINE IN PLACE. COAXIAL CABLE/WAVEGUIDE CONDUIT WITH PULL LINE(S) IN PLACE. #2 AWG, BARE, TINNED, SOLID, COPPER WIRE (UNLESS OTHERWISE SPECIFIED).
-------<- CONDUIT STUBBED OUT AND CAPPED, WITH PULL
LINE IN PLACE.

I
1111
I
1 Q)
IGFP I
•
•
@

CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF
#12CURRENT CARRYING CONDUCTORS CONTAINED THEREIN.TWO #12 AND ONE #12 GROUND WIRE ARE INDICATED WHEN CROSS LINES ARE NOT SHOWN. NUMERALS ADJACENT TO CROSS LINES ON CONDUIT RUNS INDICATE SIZE OF CONDUCTORS IN LIEU OF #12.

ALL CONDUITS SHALL CONTAIN ONE GROUND WIRE SIZED PER
C.E.C. TABLE250-95, BUT NOT SMALLER THAN #12.

CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS
INDICATE ELECTRICAL PANEL AND CIRCUIT NUMBER.

ISOLATED GROUND WIRE. RUN IN ADDITION TO REGULAR
GROUND WIRE.

RECESSED COMMUNICATION TERMINAL CABINET.

SURFACE MOUNTED COMMUNICATION TERMINAL CABINET.

JUNCTION BOX PEDESTAL TYPE FLOOR MOUNTED.

TELEPHONE TERMINAL BACKBOARD "TTB". 3/4 INCH

SANDED AND PAINTED CDX PLYWOOD,
4' X 8' UNLESS NOTED OTHERWISE.

GROUND FAULT PROTECTION DEVICE.

MECHANICAL CONNECTION .

EXOTHERMIC/CADWELD CONNECTION.
5/8"\1l x 1 O' -0" COPPER, OR COPPER CLAD
STEEL GROUND ROD AT 1 O' -0" O.C. (MAX)

GROUND ROD INSPECTION WELL
r--- CONNECTION TO GROUND, MINIMUM TWO (2) OF THE FOLLOWING:
_L EARTH, BUILDING, COLD WATER PIPING. VERIFY CONTINUITY FOR ALL GROUND SOURCES WITH A TOTAL RESISTANCE OF < 5 OHMS.

U MANUAL TRANSFER SWITCH (MTS) OR DISCONNECT.

THERMAL OVERLOAD MOTOR STARTER SWITCH.

DCI PACIFIC

ELECTRICAL NOTES

1. THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUITS AND WIRE WAY SHALL BE IN ACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE AND THE ASCE/SEI 7-16.

2. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY UNDERWRITER'S LABORATORIES (UL} AND BEAR THEIR LABEL, OR LISTED AND CERTIFIED BY A NATIONALLY RECOGNIZED TESTING AUTHORITY WHERE UL DOES NOT HAVE A LISTING. CUSTOM MADE EQUIPMENT SHALL HAVE

COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY. IN ADDITION, THE MATERIALS, EQUIPMENT, AND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING: AMERICAN SOCIETY OF

TESTING MATERIALS (ASTM) INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AMERICAN

STANDARD ASSOCIATION (ASA) FIRE PROTECTION AGENCY (NFPA) AMERICAN

NATIONAL STANDARD INSTITUTE (ANSI) CALIFORNIA ELECTRICAL CODE (CEC) - LATEST EDITION CALIFORNIA CODE OF REGULATIONS TITLE 24 (CCR) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) ALL LOCAL CODES AND ORDINANCES OF AGENCIES HAVING JURISDICTION. WHERE THE CODES HAVE

DIFFERENT LEVELS OF REQUIREMENTS, THE MOST STRINGENT RULE SHALL APPLY.

3. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BY SUBMITTING A BID, ACCEPTS THE CONDITIONS UNDER WHICH HE SHALL BE REQUIRED TO PERFORM HIS WORK.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SET OF CONTRACT DOCUMENTS, ADDENDA, DRAWINGS AND SPECIFICATIONS. HE SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALL CAREFULLY READ THE ENTIRE SPECIFICATIONS AND DETERMINE HIS RESPONSIBILITIES.

FAILURE TO DO SO SHALL NOT RELEASE THE CONTRACTOR FROM DOING THE WORK IN COMPLETE ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, CHARGES,

AND INCIDENTAL COSTS NECESSARY FOR EXECUTION AND COMPLETION OF

ELECTRICAL WORK, INCLUDING ALL CHARGES BY STATE, COUNTY AND LOCAL GOVERNMENTAL AGENCIES.

6. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AT THE SITE. ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID COORDINATION

WHICH DIFFERS FROM THE WORK AS SHOWN ON THE DRAWINGS SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES OR

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT DURING BID TIME FOR CLARIFICATION. ANY SUCH CONFLICTS NOT CLARIFIED PRIOR TO BID SHALL BE SUBJECT TO THE INTERPRETATION OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.

7. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE RECORD SET OF DRAWINGS. UPON COMPLETION OF THE WORK, A SET OF

REPRODUCIBLE CONTRACT DRAWINGS SHALL BE OBTAINED FROM THE

ARCHITECT, AND ALL CHANGES AS NOTED ON THE RECORD SET OF DRAWINGS

SHALL BE INCORPORATED THEREON WITH BLACK INK IN A NEAT, LEGIBLE, UNDERSTANDABLE AND PROFESSIONAL MANNER. FAILURE TO KEEP RECORD DRAWINGS UP-TO-DATE SHALL CONSTITUTE CAUSE FOR WITHHOLDING OF PROGRESS PAYMENTS.

8. ALL INTERRUPTION OF ELECTRICAL POWER SHALL BE KEPT TO A MINIMUM.

HOWEVER, WHEN AN INTERRUPTION IS NECESSARY, THE SHUTDOWN MUST BE COORDINATED WITH THE OWNER 14 DAYS PRIOR TO THE OUTAGE. ANY OVERTIME PAY SHALL BE INCLUDED IN THE CONTRACTOR'S BID. WORK IN

EXISTING SWITCHBOARDS OR PANELBOARDS SHALL BE COORDINATED WITH THE

OWNER PRIOR TO REMOVING ACCESS PANELS OR DOORS

9. SHOP DRAWINGS SHALL BE SUBMITTED FOR ITEMS INDICATED ON PLANS. SHOP

DRAWINGS SHALL INCLUDE ALL DATA WITH CAPACITIES, SIZES, DIMENSIONS, CATALOG NUMBERS AND MANUFACTURER'S BROCHURES.

10. AFTER ALL REQUIREMENTS OF THE SPECIFICATIONS AND/OR THE DRAWINGS

HAVE BEEN FULLY COMPLETED, REPRESENTATIVES OF THE OWNER WILL INSPECT THE WORK. THE CONTRACTOR SHALL PROVIDE COMPETENT PERSONNEL

TO DEMONSTRATE THE OPERATION OF ANY ITEM OR SYSTEM TO THE FULL SATISFACTION. FINAL ACCEPTANCE OF THE WORK WILL BE MADE BY THE OWNER AFTER RECEIPT OF APPROVAL AND RECOMMENDATION OF ACCEPTANCE FROM EACH REPRESENTATIVE.

11. THE CONTRACTOR SHALL FURNISH A ONE YEAR WRITTEN GUARANTEE OF MATERIALS AND WORKMANSHIP FROM THE DATE OF SUBSTANTIAL COMPLETION.

12. ALL EQUIPMENT MOUNTED ON ROOF FOR CONNECTION TO PCS EQUIPMENT

SHALL BE MOUNTED ON UNISTRUT STANDS UTILIZING APPROVED PITCH POCKETS, FLASHING, ETC.

13. ALL FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT SHALL BE MADE BY THE CONTRACTOR.

14. COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE CONNECTION TO CSL05482

PALMS SPRINGS PARKING GARAGE
A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 I USID: #266172

ARCHITECTURE I ENGINEERING I CONSUL TING
26 EXECUTIVE PARK I SUITE 170
IRVINE I CA 92614 249 S. INDIAN CANYON DRIVE PALM SPRINGS, CA 92262 EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. REVIEW THE DRAWINGS OF OTHER TRADES AND LOCATION OF EQUIPMENT.

15. EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND OPENINGS IN

CONCRETE WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE AS DIRECTED BY THE STRUCTURAL ENGINEER. PERFORM CORING, SAWCUTTING, PATCHING, AND REFINISHING OF EXISTING WALLS AND SURFACES WHEREVER IT IS NECESSARY TO PENETRATE. OPENINGS SHALL BE SEALED IN AN APPROVED

METHOD TO MEET THE FIRE RATING OF THE PARTICULAR WALL, FLOOR OR CEILING. EXACT METHOD AND LOCATIONS OF CONDUIT PENETRATIONS AND OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE U.L. APPROVED. DO

NOT CUT OR BREAK ANY EXISTING REINFORCING BARS IN EXISTING CONCRETE OR MASONRY. IF IN DOUBT REGARDING LOCATION OF REINFORCING, THEN

CONTRACTOR, AT CONTRACTOR'S EXPENSE, SHALL UTILIZE X-RAY,

ULTRA-SOUND, OR OTHER AVAILABLE TECHNOLOGY TO LOCATE EXISTING REINFORCEMENTS PRIOR TO DRILLING OR CORING OPERATIONS.

16. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC SEPARATIONS:

LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN DRY INTERIOR LOCATIONS. LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN AREAS EXPOSED TO WEATHER, DAMP

LOCATIONS, CONNECTIONS TO TRANSFORMER ENCLOSURES, AND FINAL CONNECTIONS TO MOTORS. PROVIDE A SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR IN FLEXIBLE CONDUIT RUNS. MAXIMUM LENGTH SHALL BE SIX FEET UNLESS OTHERWISE NOTED.

17. ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE ACCESSIBLE CEILING SPACES PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAWCUTTING, TRENCHING,

BACKFILLING, COMPACTION AND PATCHING OF CONCRETE AND ASPHALT AS REQUIRED TO PERFORM HIS WORK. ATTENTION IS CALLED TO THE FACT THAT THERE ARE EXISTING UNDERGROUND UTILITY LINES. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN TRENCHING FOR HIS WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PROPER AND APPROVED REPAIR OF ANY AND ALL DAMAGES CAUSED BY HIM OR HIS WORK.

19. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE,

EQUIPMENT DEVICES, CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS, ETC. (ALL MATERIALS), ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL

MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON

THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND ARCHITECT/ENGINEER.

20. UTILITY PENETRATIONS, OF ANY KIND, IN FIRE AND SMOKE PARTITIONS,

NON-RATED CEILINGS, AND/OR NON-RATED WALLS, SHALL BE FIRESTOPPED AND SEALED WITH AN APPROVED MATERIAL SECURELY INSTALLED.

21. STRAIGHT FEEDER, BRANCH CIRCUIT, AND CONDUIT RUNS SHALL BE PROVIDED

WITH SUFFICIENT PULL BOXES OR JUNCTION BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 100 FEET. PULL BOXES SHALL BE SIZED PER CODE OR AS INDICATED ON DRAWINGS. LOCATIONS SHALL BE DETERMINED IN THE FIELD OR AS INDICATED ON THE DRAWINGS.

22. MAXIMUM NUMBER OF CONDUCTORS IN OUTLET OR JUNCTION BOXES SHALL CONFORM TO THE CALIFORNIA ELECTRICAL CODE, ARTICLE 370-6.

23. IDENTIFICATION NAMEPLATES SHALL BE MICARTA 1/8 INCH THICK AND OF

APPROVED SIZE WITH BEVELED EDGES AND ENGRAVED WHITE LETTERS A MINIMUM OF 1/4 INCH HIGH ON BLACK BACKGROUND. NAMEPLATES SHALL BE

PROVIDED FOR ALL CIRCUITS IN THE SERVICE DISTRIBUTION AND POWER

DISTRIBUTION SWITCHBOARDS OR PANELBOARDS, DISCONNECTING SWITCHES, TRANSFORMERS, TERMINAL CABINETS, TELEPHONE CABINETS, ETC. ALL NAMEPLATES SHALL BE ATTACHED WITH SCREWS. PULL BOXES, JUNCTION BOXES, AND DEVICE BOXES SHALL BE MARKED WITH A PERMANENT MARKER.

24. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE COORDINATED WITH THE DETAILS, OR SECTIONS PRIOR TO INSTALLATION.

25. DRAWINGS ARE DIAGRAMMATIC ONLY. ROUTING OF CONDUITS, RACEWAYS, CABLE

TRAYS, AND/OR LADDER RACKS SHALL BE AT THE DISCRETION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER SECTIONS. DO NOT SCALE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF ANY ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, OR MECHANICAL ITEMS OR FEATURES.

26. SPECIAL RECEPTACLE FOR CONNECTION TO PORTABLE EMERGENCY GENERATOR WHEN SPECIFIED SHALL BE 200 AMPERE, THREE-WIRE, THREE-POLE, REVERSE SERVICE, PIN AND SLEEVE TYPE WITH MOUNTING BOX. VERIFY TYPE OF EMERGENCY GENERATOR CONNECTION WITH CONSTRUCTION MANAGER.

27. RIGID GALVANIZED STEEL CONDUIT SHALL BE FULL WEIGHT THREADED TYPE.

ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN WALLS OR CEILING SPACES WHERE NOT SUBJECT TO MECHANICAL DAMAGE. PVC SCHEDULE 40 MAY BE INSTALLED BENEATH SLAB OR BELOW GRADE. FLEXIBLE STEEL at&t
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT
3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN I DESIGNED

CONDUIT MAY BE USED AT OUTLET CONNECTIONS WITH NO RUNS LONGER THAN SIX FEET. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL CONDUITS.

28. RIGID GALVANIZED STEEL CONDUIT FITTINGS SHALL BE THREADED AND THOROUGHLY GALVANIZED. ELECTRICAL METALLIC TUBING (EMT) CONDUIT FITTINGS SHALL BE STEEL, RAINTIGHT THREADLESS COMPRESSION TYPE. DIE CAST, SET SCREW, OR INDENTER TYPES ARE NOT ACCEPTABLE. FLEXIBLE

STEEL CONDUIT FITTINGS SHALL BE MALLEABLE IRON CLAMP, SQUEEZE TYPE OR STEEL TWIST-IN TYPE WITH INSULATED THROAT. SET SCREW TYPE IS NOT ACCEPTABLE.

29. ALL CONDUCTORS SHALL BE COPPER #10 AWG MINIMUM SIZE, TYPE THHN/THWN THERMOPLASTIC, 600 VOLT, 75 DEGREES CELSIUS WET AND 90 DEGREES CELSIUS DRY AND U.L. LISTED UNLESS NOTED OTHERWISE.

CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED.

30. JUNCTION AND PULL BOXES: FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE

GALVANIZED ONE-PIECE, DRAWN STEEL, KNOCKOUT TYPE WITH REMOVABLE MACHINE SCREW SECURED COVERS. FOR OUTSIDE, DAMP, OR SURFACE

LOCATIONS, BOXES SHALL BE HEAVY CAST ALUMINUM OR CAST IRON WITH REMOVABLE, GASKETED, NON-FERROUS MACHINE SCREW SECURED COVERS.

BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF CONDUCTORS AND

CONDUIT ENTERING THE BOX AND EQUIPPED WITH PLASTER EXTENSION RINGS WHERE REQUIRED. BOXES SHALL BE LABELED TO INDICATE PANEL AND CIRCUIT NUMBER, OR TYPE OF SIGNAL OR COMMUNICATIONS SYSTEM.

31. ALL OUTDOOR ELECTRICAL DEVICES OR EQUIPMENT SHALL BE OF WEATHERPROOF TYPE.

32. ALL CONNECTIONS TO GROUND SUSSES SHALL BE MADE W/CRIMP TYPE COMPRESSION CONNECTORS (2 HOLE LUGS). BUSS SHALL BE DRILLED TO ACCOMMODATE ALL CONNECTORS.

GROUNDING NOTES

1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING

INSTALLATION REQUIREMENTS AND CONSTRUCTION SHALL BE
PERFORMED ACCORDING TO SITE CONDITIONS.

2. ALL GROUNDING CONDUCTORS: #2 AWG, SOLID, BARE, TINNED, COPPER WIRE UNLESS OTHERWISE NOTED.

3. GROUND BAR LOCATED ON EXTERIOR AND INTERIOR OF SHELTER

SHALL BE PROVIDED, FURNISHED, AND INSTALLED BY THE SHELTER MANUFACTURER.

4. ALL BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC/CADWELD TYPE; ABOVE GRADE CONNECTIONS SHALL BE EXOTHERMIC/CADWELD, OR MECHANICAL (USE PROPER/BEST TYPE FOR EACH CONDITION).

5. GROUND RING (WHERE OCCURS) SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE, OR 6"(MINIMUM) BELOW THE FROST LINE.

6. INSTALL GROUND CONDUCTORS, AND GROUND RODS, MINIMUM OF 2' -0" FROM SHELTER CONCRETE SLAB, SPREAD FOOTING, OR FENCE.

7. ALL EXTERIOR AND/OR BELOW GRADE EXOTHERMIC/CADWELD GROUND CONNECTION SHALL BE TREATED WITH GALVANIZING COLD SPRAY.

8. ALL GROUNDING CONNECTIONS REQUIRED TO COMPLETE THIS PROJECT,

WHETHER SHOWN HEREON OR NOT, SHALL BE MADE BY ELECTRICAL

CONTRACTOR ACCORDING TO BEST FIELD PRACTICE AND COMPLY WITH ALL NEC REQUIREMENTS AND RECOMMENDATIONS FOR LIFE SAFETY.

9. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING.

10. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER
MANUFACTURER'S RECOMMENDATIONS, OR AT GROUNDING POINTS PROVIDED (2 MINIMUM).

11. GROUND RESISTANCE TEST TO BE PERFORMED AND SHALL BE NO MORE THAN 25 OHMS OR AS REQUIRED BY THE CARRIER.

KV BOK DKD AT&T MOBILITY

HL BOK DKD

FV BOK DKD

HL BOK DKD
$f ~t~~%~c
-;.;-______ T_U_S_T_IN_,_C_A ______ 1
*
~
-a
5i * ELECTRICAL AND GROUNDING NOTES RF BOK DKD

BY CHK APP'D

I DRAWN
J1 REN, 11/23
~I'(~
1 ~------.--:-. r..""
· I: or c~\.1,ll JOB NO DRAWING NUMBER REV.

AA-CSL05482-E01 4
Item 1K - Page 65

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
JGD ASSOC.

APN: 513-154-018
1/ 1/ 1/ 1/
1/ FRANKS % % APN: 513-154-017 %
% J (E) PAD MOUNTED TRANSFORMER % % % (E) BUILDING fP5017111 TO BE UTILIZED FOR 1/ \ (N) AT&T POWER P.O.C. -~ % ~///////////////////////////////// //;;;
/ 1///7%
/
296 PALM CANYON LLC
APN: 513-154-040
\
E) BUILDING 1//c--'-~~~/ I ,ffill I I a... 11
1/ I 1~11 / / I 0...11 % •...---J1
/1/ //1/ 1/1/ 1//1/ 1/1/ 1/1/ 1/ 1/ i i~:
(E) ELEVATOR
SHAFT, TYP.

I'")
0 IQ
I I'") I 3: I ' I r--..

I~
I • 10
I~
•w lz
I
I
.-------,--~! .

I
1/,jt. )
,
I
_.-j--(E) ELEVATOR
SHAFT, TYP.

I

I I I I

I I I I
L.::::====~===_ ==-~_::=_=_ =N=8=9=:-5=9=' 2=8=;;-=W=_=14=3=~=;:;:Y:--__/,~ S 40"09' 18" W CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
(E) H:CESS DRIVE UTILIZED FOR (N) AT&T ACCESS E'A.5EMENT at&t
Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
(E) PROPER1Y LINE 17.01'
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT
3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED
-+
AZIMUTH 95"

SECTOR 'A'
KV
HL
FV
HL
RF
BY
DRAWN

UTILITY PLAN
SCALE: 1 " = 20' -0"

BOK DKD BOK DKD BOK DKD BOK DKD BOK DKD

CHK APP'D JOB NO
-'1/4//4-
7% - ¥ /47~
0 5" 10· 20'

AT&T MOBILITY

TUSTIN, CA

UTILITY PLAN
1 DRAWING NUMBER
AA-CSL05482-E02
REV.
4 Item 1K - Page 66
SECTOR (TYP.)
,.---.,
(/J
.._,
::::J
O'.'. O'.'.
•
. i . \ ( . \ .

COMPRESSION TYPE • I • I I • I • CONNECTION, TYP.-----~ . I . / \ • I • \ \ i. · \ i I \ . . /

TO MASTER GROUND

AT EQUIPMENT AREA
BAR •,. \, ,/ • ~--·-·-·-·-·-·-·~:s.-:.r."lf..--..--..-., #6 AWG GROUND WIRE TO ANTENNA GROUND ~TYP.
----SECTOR GROUND
BAR, TYP.,
®

TYPICAL SCHEMATIC ANTENNA/RRU GROUNDING SCHEMATIC

GROUNDING SYMBOLS
•
•
-G-
~--·,

COMPRESSION TYPE CONNECTION CADWELD TYPE CONNECTION

GROUND WIRE GROUND BAR
XIT GROUNDING SYSTEM @

EQUIPMENT GROUNDING PLAN

DCI PACIFIC
EQUIPMENT KEYNOTES:
0 <v

BATTERY CABINET WITH HEATER
NETSURE 512 POWER PLANT WITH (4) RECTIFIER SHELVES, HEATER, AND GFCI 0 FLX21 PURCELL CABINET 0 0

OVERHEAD CABLE LADDER

UTILITY PANELS, GROUND ALL
PANELS
0 PANEL 'A' 0 SERVICE LIGHT 0 GENERATOR 0 CHAIN LINK FENCE, GROUND ALL CORNER POSTS CAMLOK

EXISTING EXTERIOR BUILDING WALL
11"--~
,,
,,~~F==cfr~G::;;; M o i:e -~=-:-:·: • • \ "o/ :: .~ - __ J: \\ •, '-•....._ •, •~ /•,-.~~.:!J:;;,--•-• -•-• ii : r"' : ~--+-+------<. 4 TYP. .....
......... ....._ .......... • • ,I ......... -- --· -· 1,---- ,~----==~' II \ •,. ~:) es 1Cs-\i-•-•-•-•ii•-•ii17 \ ......._ • ...--- 11-------==---II •
To xIT GROUNDING sYsTEM ' •-•-•- r---- 7: I
_L_ ' II II AT GROUND LEVEL, ROUTE ,•-•-•-•-•-•-•~-•-•-•-•1 :~======~: • ALONG UTILITY CONDUIT PATH ', :: :: I ,,___ i / ---- · <l ir= ====~ i

MASTER EQUIPMENT
GROUND BAR---------..
\ UPPER PARKING l[V[l l
0 0
i / r-----ii ·, • r-,,...... • 1 /2s._ ,~- -----~, I 'Y J:------:: ·,. /
11- ...:. --------11 11- -----71
~-~---. II II ..,_I II-- ------II
a <1>:r-~-,,---::;--7 II J!.,.,1-41
<..J <I 4 II ' . ~
II II "'lil=======!<;i :~"' =====~: 1· " II II II <v Ii- ~ ------II • , 2 ",,- -----7. I 11 I' • i ==~===7===~== C -11~~ =====11 I \ ;
II I II I 11 11 e )
11 I 11 I 11.:i II I I I II I II I 11-- -----II !
\ ~ E ~ = ~=ci=~ I 11--- -----71 , <:J I 11 II e • '
========::.. 11 _,..l_II ,_J ; \ II II ,
II II

II- -II )
11 I j
,,_,, ,,,,,,. ,,, ,,,,,,,, , , n, , ,.,,,,,, ,_,_-W ,,_,,,_-WI,_,_,_.., ,,,,.,, ,,,,,,,,_, -, ,//N ,_,_.., ,,,,_..,_,,_,,, ,11 //H IN/,,,,_,,, , ,,,,,,_,,._.. ,,,,, ,,, z _,_,_..,,,_,,_, ' ,,,, ',/ ,,,,,,,,,, N'/ ,, 0 0

EQUIPMENT AND ANTENNA AREA AT

TOP LEVEL OF PARKING GARAGE

TO MASTER EQUIPMENT GROUND BAR AT

EQUIPMENT/ANTENNA AREA AT TOP LEVEL,

ROUTE ALONG UTILITY CONDUIT PATH
• I • I
• I • I • I 9 \ BASEMENT PARKING Lrn:'0
•
1 1
I
•
~--• •
X -X -X X -X -X -X -X -X -X -X -X l,_..!.I 19----d IX I 0 .
·-·-·-·-•-
·-·--·--
·-·--·-
·-•-·-•-•-·-•-•-·-·-· IC
·---·--- ·--·-·- --·-•--•--,...J____
_,.~.._
·---·-- ~·---·----
. -. ---· -• --, I
• I I......... I
' -. l_ .... ,--------7 I ' --·--•-•· /
' I / ! I ' ,' ........ ,' '· //
. ·-· --
__ /// q ---
•

GENERATOR AT GROUND LEVEL
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD GARAGE
3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD
2 09/14/22 ADDRESS CHANGE FV BOK DKD
/j[ - ";C:l'''c:0" 1/J -'&#,_
NORTH o 1' 2'

AT&T MOBILITY

TUSTIN, CA
SCALE:
1/2"=1"-0"

A IE IC WORKS
CSL05482

PALMS SPRINGS PARKING
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 at&t Mobility
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD GROUNDING PLANS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT
NO. DATE REVISIONS

SCALE AS SHOWN DESIGNED

RF BOK DKD

BY CHK APP'D JOB NO DRAWING NUMBER
DRAWN AA-CSL05482-E03
1 REV.
4 Item 1K - Page 67
1 "C (PVC) 1 #2 TINNED

SOLID COPPER FROM

MASTER GRDUND BAR-------

PROTECTIVE COVER BOX --

BREATHER HOLES
LYCONfTE II
BACKFILL MATERIAL-~
SS TUBE----~
ELECTROLYTIC ROOTS--~
--BOND JUNCTION BOX

AND EMT W/ BOTH

ENDS TO GROUND
--(E) GRADE
,,;--EXOTHERMIC CONNECTION
~- NON-TOXIC CALSOL YTE SALTS

PERMANENT CAP
"'---WEEP HOLES

LYNCOLE XIT ELECTROLYTE GROUNDING SYSTEM
(SS2L-1OCSXD OR APPROVED EQUAL)
NOTES:

1. REFER TO MFR. INSTRUCTIONS FOR INSTALLATION PROCEDURES AND SPECIFIC DETAILS

FOR XIT GROUNDING SYSTEM

2. VERIFY WITH CONSTRUCTION MANAGER IF ADDITIONAL GROUNDING SYSTEM IS REQUIRED XIT GROUNDING SYSTEM 4
N.T.S.

NOT USED
N.T.S.

DCI PACIFIC PALMS

TYPE PH TYPE NC
TYPE ss TYPE IA TYPE YB
0 UNIVERSAL PIPE
CLAMPS 75/1.25
"u" BOLT

PIPE GI AMP
UNIVERSAi PIPE
CLAMPS 50H2

TYPE XA TYPE GT TYPE GL LUG
wr 'T SPUCEB

TYPE LJ TYPE HA TYPE VS

TYPE PG TYPE GR TYPE PC TYPE RR
2 HOLE LUG l BOLT

PARALLEL CLAMP
BOLT GRND. 2 BQI T PARA! I El CROSS RUN
ROD Cl AMP SPLICER CLAMP
CADWELD & MECHANICAL CONNECTIONS 2
N.T.S.

T&B CO. "C-TAP", CAT.
#54730 CRIMP TYPE

PARALLEL TAP OR
EQUIVALENT.-~

DIRECTION OF BOND

TO TURN TO

SHORTEST DISTANCE
TO HATCHPLATE.

T&B CO. "TY-RAP", CAT. TY25M
CABLE TIE OR EQUIVALENT.
6 AWG GREEN INSULATED STRANDED
COPPER WIRE. (UNIT BOND).

HALO GROUND RING WALL SUPPORT AND C-TAP DETAIL
1 /8" MIN
3/16" MAX
INSULATION---~
--2 AWG, GREEN COPPER STRANDED

WIRE (INTERIOR GROUND RING)

BARE COPPER
~--COPPER CRIMP CONNECTOR T&B
#54740 OR APPROVED EQUAL

HALO GROUND RING SPLICE DETAIL
HALO GROUND 3
N.T.S.

CSL05482

SPRINGS PARKING GARAGE
#2 OR #6 AWG STRANDED Cu WIRE WITH GREEN, 600V,

THWN INSULATION OR BLACK

MARKED AS REQUIRED BY NEC -----

GROUND BAR ON WALL, FLOOR
OR ON ANTENNA TOWER -~
@
@@@@ @@
@@@@~,@@
@ @@
EXOTHERMIC WELD-~
(WELDING PROHIBITED

ON ROOFTOPS)
I
I I u

ANGLE SHOWN TO ILLUSTRATE

WELD AT THE LOWEST POINT

ON THE BAR
- #2 AWG GREEN INSULATED STRANDED

COPPER GROUND WIRES

GROUND WIRE TO COAX CABLE GROUND BAR
N.T.S.

ANTENNA CABLE---- 12'' TO 24"
I I

WEATHERPROOFING KIT /
(SEE NOTE 3)--------
CABLE GROUND KIT-------~
6 AWG STRANDED Cu WIRE WITH------~
GREEN, 600V, THWN INSULATION OR

BLACK, MARKED AS REQUIRED BY

THE NEC (GROUNDED TO GROUND
BAR) (SEE NOTES 1 & 2) NOTES:
1 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.

2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.

3. WEATHERPROOFING SHALL BE (TYPE AND PART NUMBER) AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER AND APPROVED BY CONTRACTOR.

CABLE GROUND KIT TO ANTENNA CABLE 1139
N.T.S.
4 01/11/23 INCORP. FINAL POWER & TELCO REPORT
3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM
2 09/14/22 ADDRESS CHANGE
A IE IC WORKS PACE: #MRL0S034534 I FA: #14059611 I USID: #266172 at&t 1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS Mobility 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70 249 s. INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR NO. DATE REVISIONS IRVINE I CA 92614 TUSTIN, CA 92780 PALM SPRINGS, CA 92262 SCALE AS SHOWN DESIGNED DRAWN KV
HL
FV
HL
RF
BY
NEWTON INSTRUMENT COMPANY, INC.

BUTNER, N.C. OR APPROVED EQUAL
NO. REQ.

CD 1
0 2
Q) 2
0 4
® 4

DOUBLE CRIMP

CONNECTION

INTERIOR

GROUND RING
PART NO.
1 / 4"x4 "x30"
A-6056
3061-4
3012-1
3015-8
@ p
OA
0 DESCRIPTION
SOLID GND. BAR
WALL MTG. BRKT.

INSULATORS
5/8"-11x1" H.H.C.S.
5/8 LOCKWASHER
I 0

EXOTHERMIC
WELD

EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE

AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION.

SECTION "P" - SURGE PROTECTORS
CABLE ENTRY PORTS (HATCH PLATES) (2 AWG)
GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG)
TELCO GROUND BAR (2 AWG)
COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG)
+24V POWER SUPPLY RETURN BAR (2 AWG)
-48V POWER SUPPLY RETURN BAR (2 AWG)
RECTIFIER FRAMES.

COAX SUPPRESSION
SECTION "A" - SURGE ABSORBERS
INTERIOR GROUND RING (2 AWG)
EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG)
BUILDING STEEL (IF AVAILABLE) (2 AWG)
SECTION "I" - ISOLATED GROUND ZONE
ALL COMMUNICATIONS EQUIPMENT FRAMES.

ISOLATED GROUND BAR - 1GB (2 AWG)
DETAIL NOTES:

1. EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD.

2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH
SECTION AND LABEL EACH SECTION ("P", "A", ''I'') WITH 1" HIGH LETTERS. 1170

BOK DKD AT&T MOBILITY BOK DKD TUSTIN, CA BOK DKD BOK DKD ELECTRICAL DETAILS BOK DKD

CHK APP'D JOB NO DRAWING NUMBER
AA-CSL05482-E04
REV.
4 Item 1K - Page 68
120/208V, 3 PHASE, 4W
200A BUS, 65 KAIC
MAIN BREAKER RATING (A) :

DESCRIPTION
NETSURE 512
SHELF 1 - RECTIFIERS 1 & 2
NETSURE 512
SHELF 2 - RECTIFIERS 3 & 4
NETSURE 512
SHELF 3 - RECTIFIERS 5 & 6
HEATER
(NETSURE 512)

GFI RECEPTACLE
(NETSURE 512)

LIGHTING
HEATER
(BATTERY CABINET)
VA cine BKR POSN
2150 C 1
30 2150 C 3
2150 C 5
30 2150 C 7 2150 C 9
30 2150 C 1 1
13 15 17 19
21 23 25 27 29
31 33
1000 NC 20 35
180 NC 20 37
600 NC 20 39
1000 NC 20 41
PHASE TOTALS (VA):

CURRENT PER PHASE (A):

PANEL TOTAL (VA):

PANEL CAPACITY (kVA)
PANEL LOADING (100% non-cont load) (kVA)
PANEL LOADING (125% continuous load) (kVA)
PANEL LOADING (TOTAL) (kVA)
SPARE CAPACITY (kVA)
NOTES:

PANEL 'A' SCHEDULE
200
L1 L2
4300
4300
4300
4300
0 0
0 0
0 0
0 0
360
780
8960 9380
93 96
29420

72.0 3.3

32.7 36.0 36.0
L3
4300 4300
0 0 0
1300 1180
11080
MAIN BKR (COMMERCIAL PWR) 65 KAIC SERIES RATED

UL LISTED SERVICE ENTRANCE EQUIPMENT
SYSTEM VOLTAGE (V) : 208
POSN BKR cine VA DESCRIPTION
2 4
30 C 2150 C 2150
NETSURE 512
SHELF 4 - RE CTI Fl ERS 7 & 8
6 8
30 C 2150
C 2150
NETSURE 512
SHELF 5 - RECTIFIERS 9 & 10
10 12
30 C 2150 C 2150
NETSURE 512
SHELF 6 - RECTIFIERS 11 & 12
14 16 18
20 22
24 26 28
30 32 34 36 NC 300
20 GENERATOR HEATER
38 NC 180
40 C 180 42 20 C 180 SURGE SUPPRESSOR
111 Amperes/phase must be less than main breaker ratinq Leaend: c = continuous, nc = non-continuous
CONNECTED LOAD (kVA): 29.4

1. MAIN (COMMERCIAL) BREAKER IS SQUARED# QGL22200 WHICH IS RATED 65 KAIC. BRANCH BREAKERS SHALL BE SQUARED TYPE QO RATED 10 KAIC. ALL BREAKERS PROVIDED BY GC.

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE f 70
IRVINE I CA 92614
PANEL SCHEDULE 2
N.T.S.

CSL05482

PALMS SPRINGS PARKING GARAGE
PACE: #MRLOS034534 I FA: #14059611 I USID: #266172
249 S. INDIAN CANYON DRIVE
PALM SPRINGS, CA 92262
NOTES:

1. SUBCONTRACTOR SHALL PROVIDE 200AMP, SINGLE
PHASE, 120/208 VAC, 60HZ SERVICE FOR SITE.

2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANY BEFORE THE START OF CONSTRUCTION.

POWER AND TELEPHONE CONDUIT SHALL BE

PROVIDED AND INSTALLED PER UTILITY
REQUIREMENTS.

3. FOR COMPLETE INTERNAL WIRING AND

ARRANGEMENT REFER TO DRAWINGS PROVIDED BY
PANEL
MANUFACTURER.

4. SUBCONTRACTOR SHALL INSTALL SUFFICIENT

LENGTHS OF LFMC INCLUDING ALL CONDUIT

FITTINGS
(NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS,

ETC) NECESSARY FOR CONNECTION FROM IMC
CONDUIT TO THE INTERIOR OF THE BTS CABINET.

5. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL

SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS

GREATER THAN THE AVAILABLE FAULT CURRENT
FROM THE POWER UTILITY.

6. CUT, COIL AND TAPE A 3 FOOT PIGTAIL FROM END

OF LFMC FOR TERMINATING BY BTS EQUIPMENT
MANUFACTURER.

7. SUBCONTRACTOR SHALL VERIFY THAT THE MAIN

BONDING JUMPER AND GROUNDING ELECTRODE

CONDUCTOR IS INSTALLED PROPERLY WHEN PANEL
IS SERVICE ENTRANCE EQUIPMENT.

LEGEND:

Ml = MECHANICAL INTERLOCK
RU = RELAY TO MONITOR UTILITY POWER
RG = RELAY TO MONITOR GENERATOR POWER

PORTABLE GENERATOR
(E) SCE TRANSFORMER REPORT #P5017111
AT&T 200A METER/MAIN
12D/208V, 3~, 4W -----\
3/4" C. (EMT) (1)-#6

GROUND TO GROUND ROD
DISCONNECT SWITCH, 208V,
2P /200A, IN NEMA 3R

ENCLOSURE

PANEL 'A'
ASCO 0300L POWER TRANSFER
LOAD CENTER, 200A,
--
4>---------PER SERVICE PROVIDER STANDARDS
SEE SHEET A07
@2P
~)200A
4>--------2-1/2''C (PVC) (3) 250MCM + (1)-#4 (GRND),
LENGTH 300' (Vd=2.598%)
¢--------2-1/2"C (RGS) (3) 250MCM + (1)-#4 (GRND),
LENGTH 15' (Vd=0.130%)
------- Vd = 2.728%
12D/208V, 3~, 4W /~------ MECHANICAL INTERLOCK

CIRCUIT BREAKER
.---------.--------"'--------------1/---.

MAIN ----- Vd = 2.167%

DISCONNECT
CAMLOK RECEPTACLE ------< ~~-1 SWITCH o
200A/2P I)>---;:)
-
" " " "
-" - -" -
" " " r--.. " "
ATS
-
/
_ _____, 2"C (PVC) (3) 2/0 + (1) #4 GRND,
APPROX. L = 260' (Vd=2.167%)
Hl------&-v---, 3/4"C (2) #16 THHN (CONTROLLER WIRE)

REMOTE START,

PART OF
-
16 #10 & 8 #10 GND IN
1-1/2" EMT (NOTE #5)\
-" -
" " " "
-" -
" " " sJ:c 20A/2P ,
GENERATOR }
7 ------ 100A/2P, (PART OF GENSET ASSEMBLY)
1 ---'::,G~:..__r~, ~- EMERGENCY sHuT-oFF

BUTTON, (PART OF
, -:;:~ - cf' at&:t "
~~-
~,.-==--"'" Mobility 1';: ,}
1452 EDINGER AVENUE, 3RD FLOOR
TUSTIN, CA 92780
',

TO RECTIFIER BAY
(SEE PANEL SCHEDULE)
-
"
• • •

COMMON GROUND
FOR ALL SYSTEMS --~

SINGLE LINE DIAGRAM
N.T.S.
4 01 /11 /23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD 3 01 /09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD
2 09/14/22 ADDRESS CHANGE FV BOK DKD
1 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD
0 05/27 /22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD
NO. DATE REVISIONS BY CHK APP'D

SCALE AS SHOWN I DESIGNED I DRAWN
e I
II
1 20KW, 25KVA
120/208V, 3~

GENERATOR

GENSET ASSEMBLY)
~- 3/4"C (2) #12 THHN
(BATTERY AND BLOCK HEATER)

JOB NO DRAWING NUMBER
AA-CSL05482-E05
REV.
4 Item 1K - Page 69
D
C
B
A
8 7 6 5 4 3 2 1

POWER DIAGRAM
CB-N

NORMAL SOURCE

MAIN DISCONNECT
CIRCUIT 6-R
QPTIC~ACC. 4AA
FUSBl CRCUIT PROlcCTOR 1 --- --- --- --7 NORMAL SOURCE
1 TYPE ICTK
1 •UTILITr
,
1 l J:V ,
1 INP\JTVQ~~ SENSING
1L1 '
, r -----7
FU1
7 m
~-----7
,---------------------+-0 : Q-----o-i I I f----Q---:--- -----7 A ( I LL _____ ...J.J _,,.J. .._ ! I a~ ,r-~~_?-77 •12 I : (~) :

I I ( ,----,--0 I I Q-----o-i L.L. I _____ .J...J I ,-{)--:---i------~ L 8 J ! I L_~ _________ _J ----- I
, ' ..___ ____________ _
'
: I
: NORMAL I
I o
I 0
I I I
\ . _______ _ ___ _,I
LINE L1
LOADL1
NL1
TS ._---'cNL1 -4
LINE L2
LOADL2
NL2
TS ~-----<NL2
r
r;==;:::;::'l
-
.. "'
(FU<)'
'-
PB
L.O.tJl
DISTRlaLTION
l'l'.NELBOARll
42 CIRCUIT 61'1',CES
2QO...,...S~
-
1 ' I
-
__ _J - BRANc;J-1
MAIN BONDING Jl.t.lPER mo:""'"" CIRCUIT
'-
BRANCH

CIRCUIT
GROlJHO
TBIMIIW.B
'
_,
• r-- -•
'
,-
-
, T l
RECPT
DUPLEX

RECEPTACLE
(OPTIONAL)
~PPLIED WITH MX;. :,7GF
-f'£~ DlaCQIINE<mll I ---- NEUTRAL
REF&\ TO TERMINALS
FMIELBOMD IMNWIL.r---i -:i-,,~--0'-i
TS
o\lJflM/\TIC
1RAN8FER
SWITCH
TS (NL1)
-~
_._
.

TS (NL2)
--,- 7"- -
D • CT1
- l
,20 ' I YY \ 1 LL 1 ~-+--------,1-----<>-+----+-+vvv +->,-+-+- 1 ---------------------1 X1 X2~--
~
LL1
• CT2
I y y \

TS LOAD
-22
- LL2 - r '· LL2 X1 X2
-~ TS(El2) ~-
-~ --
OPTIONAL ACC . .2JGA
(LOA• CURRENT METERING)
CP(23G)
SB

CTBHORIING
,,,...,ru IIL(J(:I{
IIIENlci~ I
I I I~ I

TRIINSIENT

VOLTAGE
SURBE

SUPPRESS DRS
-~
-
/
TVSS1 V
TVSSY

SOLID NEUTRAL
/
'\
REC

RECEPTACLE

WICAIII-LOK

CONNECTORS
.,---------------------t--::i-•-~-1- WHITE , - -
,-------------+•·:-• +-GREEN , .
..
, ,,----------+•- . .>+BLACK
- - .,,----+..:_• :_>+ RE•
ASCO D3OOL SERIES - POWER TRANSFER LOAD CENTER

POITTAEILE GEN
TS TS 1 r-@ L__/ ' r r', 1 2 EL1 - - -1 -3 3 4 --~' --t-•- 1 A 1 ' ' • 2 s I
NTA _j~~-1-00%~M_,._D~--~
@3@
00 EQUFMENT
~0

CHASSIS GROUND
PDB
POWER
CJtS1RBL1T !Off
BLOCK
EL1
t
I 1) L1

EMERGENC,
NOTES:

EL2
I
L2" I
1) ATS SHOWN CLOSED ON NORMAL SOURCE.
2) THIS IS NOT A PHYSICAL REPRESENTATION.
8 7
,,-"
EQUIP. GND-.
•
5 -
-
!
•
B ' '
- ' ' --~-+•::: - 3 C
I
-a-+-~-+•:; 4 N ,
I I
L
__
--=
__ _J

CL/RRENT TRANSFORMER

RATIOTABLE
SWITa-1 RATING CTRATIO
200AMP 200:6A
6 5
GROUND BUB S,:: V\
CB-E1

EMERGENCY
SO<RCEl1
tp()RTABI..E 0ENERIIJOR)

CIRCUIT BREAKER
4 LINE L 1
LOADL1
4 '
LINE L2
LOADL.2
3 CB-E2

EAERGENGI'
!IOURCElfJ.
(PERMANENT ClENERATORJ

CIRCUIT BREAKER

PERMANENT GEN
•
LINE L 1
LOADL1
I
LINE L2
LOADL.2
C ,_ - .PB 1-'WIO SEEECN
B ,._ """ EL 111'1:llli SEEECN
A ...,., MI\M .... ,_.,. SEE EON
'""""
,~IWI _RI_N_G ________ ~IDIA0 _ RAM ________ ~I , B-.

OOOIILSERIES, SINGLEPHI\SE, 200AMPS naaoNtGLE
POWER TRANSFER LOAD CENTcR PROJECTION
-
-
~T'(l..-,;IITr)II IN
- wnt1 ll'lllll -
.-..aoT«NlaliJF'Ol'llal.Tm-NK.OCID.UEPDWmm
-~---
f'OR rui,.
~OlllT
_a.L~I:,,~.,.~-~
ISCO
2 AICO P - T-iill, ..r.
l'I.CIWrilll ,.w ..l!!MfflJl'IIZIIJ ....

IIQtlE ,~ 1111! DS
.......
30FS
1 01/11/23 INCORP. FINAL POWER & TELCO REPORT KV BOK DKD D
C
B
A
CSL05482 AT&T MOBILITY DCI PACIFIC 3 01/09/23 CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD TUSTIN, CA PALMS SPRINGS PARKING GARAGE at&t 2 09/14/22 ADDRESS CHANGE FV BOK DKD A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 08/05/22 INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD POWER TRANSFER LOAD Mobility 0 05/27/22 ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD WIRING DIAGRAM CENTER

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE 170 249 s. INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR NO. DATE REVISIONS BY CHK APP'D JOB NO DRAWING NUMBER IRVINE I CA 92614 TUSTIN, CA 92780 PALM SPRINGS, CA 92262 SCALE AS SHOWN DESIGNED DRAWN AA-CSL05482-E06 REV. 4 Item 1K - Page 70
0 f--- w f--- :r:
0 f---
:z: w
(J) (J)
::::,
07 z
<I:

D".
oo
w
_J 0~ z:
w w <r: f--- Ul f---
:r: 0 :z:

U _J 0
wuu
m UJ
oz
f-'-_'. 0
:r: • f---
0 8 <C
0:::: en 2 >- _J er
o_ 0
0 W LL
um 2

PROJECT REQUIREMENTS (YIN)
EDISON EASEMENT REQUIRED [Y]
P'MlD 88 REQUIRED [Y]
UG CIVIL ONLY WORK ORDER [ill
PERMIT REQUIRED [ill
PERMIT TYPE:

T.L.M. DATA:

SIZE KVA CUST I LOAD
EXIST. m .Jl. PROP. m JlJl.9 ...li. .62..2..)1
VOLTAGE DROP: .l!Jl.2.2'
F\JO<ER fACTOR: .JiLA_
PRI. CIRCUIT: SPA 12KV
OUTAGE REQUIRED [ill EX: V5175937
Pdl 4&ENCE ONLY
~--+-X: 79' 1/0 PLEX SVC
OUTAGE DATE: TIME:

TRAmC CONTROL REQUIRED [ill
PED. TRAFFIC CONTROi. REQ'D [ill
CONVEYANCE LETTER REQ'D [ill
EN'vlRONMENTAL CLEARANCE REQ'D [ill
CSD 140 (TLM) REQ'D [Y]
0124: Rev. 02/08/18
CONNECTING TO EXISTING SCE SlRUCTURES
• Pw SCE r9C1urwMl!h,, ~ •lam.-. an r,ot allond to -,tr. tit.capt or tie-In to •lltlnQ 5CE foelltlec ._II• Mnletu'-. equlpm•t. mulU-eondult N'lt,lbankt, or conduC't«t. ni ... klellltlN moy bt «1wgl:nd and the wort,; wll only be p.-fonned by SCE. Contact ttt. q:,popik:il• SCE lnep,eic:tor to IC:l'ledU" on OOOOlntmtnt. C\lttomtrt mGY conn«;t to ao Hf.the r;:cni.ilt .twb .rttiout Cl SCE IMpe!:tar
• lfwtl-candl.ilt n.1n•/bank1 - run• of conduit In c:1- prom,lty to ll0Ch othw and athar stE faclllt1 ... A canm,lt .ti.ti Is a •• anpty caidult stub llllt. la not In c!Oil• pro:dnlt)' to othw sa: owned facDlllM. R.,_. to th• WDn. anls" map b- dalo&
• P., CPUCfti(:E'• Rull tllo B.1.A and Rull 16 0.1.A., th• ou1tom.- wll pl'V'lklil al l"leCNMlry hCO'fatlonl 'w1tt1 th• IOtClptlol'I or DCCniotiCln undlr pod• and prtmc,ry -~ l:lolcel). mmtlffal (ll"aldfn9 conduit n abuc:turw) and -~t, to NI 1,1 lWHd In the lnten:apt/tle-ln ,,_,
1 EX: P5017111 SLAB BOX 6'x8'6' 500KVA 120/208V 3P CONCRETE IN: 1- CNN HYLUGS PM 3- 4/0 1-1 /0 12/16KV JP IN: 1- CNN BOLTS PM 4/0 ANO UP 12/16KV 3P EX: 52' 2-4" 3-1/0-12kV ---~
V5937 TO X2109
IN: CBI. (3) 4/0, (I) 1/0 600V Cl.P PLEX 72' (1 runs)
Cf: 64- CM DUCT 2 1 /2' TO 4' Cf: 62- CM DUCT FOR EXCAVATION IN: 1- MTR KMi/l<VARH 30A 120/208 JP 4W
EX: 16' 3-1/0 JCN 12kV ---~~
P7111 TO X2109
EX: X5642109
13'
• The cvetomw rn.1st adh.-. to applicabl• Cal-OSHA. local, dty, atote and fedrd rwgulatlon-. (lndudlng. but ~t llmlted to. al lhorln; ond trofflc control h ploce to ptrfcnn th• lnt«c-,tjtr.-h wortc by S<r• underground cMI controetor(•)).

EX: 63' 3- 350 1-4/0 SVC (2 runs)----~
• lntwc.,t;u.-h wai1t must t,., coordlnat«t with SCE"s cMI c:onlnlc:tcrs thf"OUCh lh• DhoW°" lntipeetorft"-Sp.c to hit of ncavatlon{•}. 011tomw le rwrponelole for IICUf'klo ~on(1).

DOit 11/1-3/18

TIE-IN MADE THROUGH SIDE WALL OF STRUCTURE
(Voul~ Manhole, PME. SOE/CST, BURO, Slob Box, Pull Box, PMH) The customer 1:9 rapon1lble to trench to the structure entrance point and brin9 th• conduit to within 5' of the atruct.un1 being ent..-ed. The eustomar 111 to provide sllp eoupllng and condult.

VD=0.62%
200AMP PANEL
120/208V 3PHASE
25KW 0TON 1 4 1 64'
P7111 TO PNL
TEN 5017111 to Str 2 - 117 LBS 235 S INDIAN CANYON DR IN: 72' 4/0 PLEX PALM SPRINGS CA 92262 P~------~'?.,'?.,'~J~~r,----ttPANEL CLEARANCE UNDERGROUND SERVICE CONNECTIONS 0-600 VOLTS
SEE ESR 3- 16
. ,d
""""
. .
..

FROoT
..
.. '
•
...
' ' ,d ' ' ' . ' •
' . '
. ' '
. ,d •
..
' .- ..

1. A IMIIJM CE 'l1IE (3) F'm (E <UAR. Lnfl. mllC •a. rs fECIRD II FJICM OF MJ. '!UlalA1IOI, lltrmQ, NfJ SEMCE

2. -
E ESR-~
-
F1R IEEJHICUf1INIJ tDJtT IE0UIQIEN1I. IICTER MOUNlHI HEDfT 1U BE ll£AS\RD FIUI 1t£ SJANDINII MD W0IIIQMG SPACE 10 1)£ CENTERLN: CK lt£
l. =?,.ECIJJ:lAIS.:..,~ M (r,Jf.~~~Cf~~ r:or-un1 ID'.ll(5) CF -.![ Sll1011DARD IEIIA :W Dl1mlll[ 90 El""AUID. N NO r.A.'!il 9WJ... 1HE IIADllf ICIER HOlatT IF !ii (I) FEET 1IIE (l) NCH:s II[ mmm.

4. 1'tl IUIITMil A S#E, CWIA, MIi lM. 'ltlNIK; AFl[A. IN FIIQIT fl' 0 Cl DlfflC: !ED NCI !D'IICE ~. A <OiCIIEff: UI ot OllD SUITAa.E f'EIINANDIT twD UfACE, NXE'f.MILE 10 ff CXlf'NtY, 111ST BE UB. s. ~~~&~mtwrJr ~,&, Cotll.f lEJIMAJg EIIOC5.

DSQ; W /08/07

TYPICAL CONDUIT BANK SECTION
SEE UGS CD 120
j
ii " j__
f
,.

DIRECT......_
SlilUR CXJNS1RUCTDt FOR FIWER CONDI.IT
2 CONDUllS MAX.

DIii: R.-.. Ollf23/!ll
CDQII MPH§ BITTP!fMIB
lc-U. ........ nidtab"ti.wity,· ... ~'S't,. ___ 11 ..... _. ... COWW:t 4" 11W1 !5" In lfo'NW tJd ._. r dmnlta- 0Cbl.l1t It 1'I IT'ltlftlm ...__ fir ..... - YI' ,_ l:CrllWt. '1' Ill dlimmr- er _.. l1• " traaill4"lllflnlJtsCM ...... ,
---

BARISTO

UNDERGROUND SERVICE ALERT
Contact USA
Dial 811 or 800-422-4133
www.dlgalert.org/contact
For Underground Locating
Two Working Days Before You Dig
D16: Rev. 05/26/20
SCE Inspection
Contact SCE 48 Hours in odvonce
for a Pre-Carislruction meeting
ond/rr lnspectioo.

Email: NDPFCSOSCE.COM
APN: 513-154-047
-----SPEED BUM PS
-----~x: PANEL

FOR REFERENCE ONLY
...____.,ARKING STRUCTURE WALL
APN: 513-154-048
••
RD
NOlE:

ALL ELECTRICAL DUCTS AND STRUCTURES 'MLL
CONfORM TO GENERAL ORDER #128 (RULES fOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY lHE
PUBLIC UTILITIES cm.tMISSION OF THE STATE
Of CAUfORNIA, JANUARY 2006).

WARNING
THE EXCAVATOR MUS1 TAl<E AU. SID'S IECESS.IRY 10 AWlll
CONTACT 'M1H lHIERGRClJPI> FAOUTES MtCH MAY RESU.T IN
MIJRY 10 PERSONS 00 DAMAGE 10 FAOUICS IN THE N£A.
1HE INDICA1[1) LOCA11CNS OF EDI~ lNl£RCROJIID FACUTIES.

AS PRO\ll£ll, ARE mJEIED TO BE ACaJAA1E, H0ilE'D, 1\£
FlNAI. D£1ERllljAT10N OF EXACT LOCATill<S ANO THE C0S1 OF REPAIR TO DAMAGED fACIJTIES 1HE =suuTY OF 1liE EXCAVA.lCR. 4 01/11/23 CSL05482 DCI PACIFIC 3 01/09/23 PALMS SPRINGS PARKING GARAGE at&t 2 09/14/22 A IE IC WORKS PACE: #MRLOS034534 I FA: #14059611 I USID: #266172 08/05/22 Mobility 0 DS/27/22

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE 170 249 s. INDIAN CANYON DRIVE 1452 EDINGER AVENUE, 3RD FLOOR NO. DATE IRVINE I CA 92614 TUSTIN, CA 92780 •
•
• I
I
• •
•

RENAS RD
N
n
>-
':':l
...J
<:

AS RD
er
D
z
z
PROJECT~
SITE z <:

D
z
(/J

W BARISTO RD

VICINITY MAP
NTS
FINAL DESIGN SCALE: 1• = 30'
APPROVED FOR CONSTRUCTION 0 30 00
OISTIOCT PRO.L ""'· HUNlER, YO'.ANDA PlNNR GARCIA. ORLANDO llESICHR 79 - PALM SPRINGS PHONE 626- 238-4792 PHOIE 626-476-0384 JOYCE, RE~NA . SER\1CE REQUEST MSR NO. PROOUCT-1 ASSOC DESGN
2042857 2940835 1756502-NEW METER & SERVICE

QRCUIT VOLTAGE
SPA 12KV
sue PG NO.

THORNHILL
THCM"5 WEE PROOUCT-2
CIRCUIT CODE PRODUCT-3
INVENTORY MAP 601 - 1909- 5 ~P.A. NO. PROPOSED CONSTRUCTION (LOCATION) t---,-----~+'-~~__,,.~-----.----,------; AT&T MOBILITY SITE: CSL05482 l-+---+----+----+----1---1235 S INDIAN CANYON DR
PALM SPRINGS, CA 92262
F 9/J0/2020
DAlE APPROVED BY CHEa<ED BY DRA~ BY PAX f SHEET OESGN\DRWG NO, Southem Colifomio Edison Company 1 ()f" 1 1322385
INCORP. FINAL POWER & TELCO REPORT KV BOK DKD

CHANGE TO XIT GROUNDING SYSTEM HL BOK DKD

ADDRESS CHANGE FV BOK DKD

INCORPORATE PLAN REVIEW COMMENTS HL BOK DKD ISSUED FOR CONSTRUCTION/PERMIT RF BOK DKD

REVISIONS BY CHK APP'D

ASSOC DESGN

0.01 JOB NO
PALM SPRINGS, CA 92262 SCALE AS SHOWN DESIGNED DRAWN

AT&T MOBILITY

TUSTIN, CA

POWER REPORT
DRAWING NUMBER REV.

AA-CSL05482-E07 4
Item 1K - Page 71
0 f--- w f--- :r:
0 f---
:z: w
(J) (J)
::::,
07 z
<I:

D".
oo
w
_J 0~ z:
w w <r: f--- Ul f---
:r: 0 :z:

U _J 0
wuu
m UJ
oz
f-'-_'. 0
:r: • f---
0 8 <C
0:::: en 2 >- _J er
o_ 0
0 W LL
um 2

CONDUIT
AT&T
TELCO CELL SlTE RIOOLllli.EMl<:NTS
Sl'OC JUNDKR UATlill 4115199

1.) 1-~" minimum damder duct of approved mat~rial or 1-4" at ~ani~rs n:'luest a.) Wilbiu 01 cm bu:ildiui> - ri(Pd galn11lzcd stcd (whc!! 11.;quin;J), or ,:]t dxo -metollic iubin!:!; (EMT)
b.) Inun
Au ground-PVC sehelh.il.e40 or"'quival,nt
J,J Withinor onbuildings

11._) Electrical IB'; an,1 t@duit; are n/11 ~eteptallle a; pLill b,:,xe; b.) No 90 dcgi-cc h.tmitiom at orwitbi.n apdl lm:,;:
e.) lnhnc pull box mini.mum dimensions= l:!" L x 1:f' W x 8" D d.) V uti c:il ~tctiom of co• dllit '"°ill reqnire :i pull box every 100 feet ;m<l the U!C <J f ~ppnn"cd c,,bk 1·c 5trai• I !
~,) A m:u:imurn ofJOO fe (t horizonral b~l:ween pull boi::es f.) A maxinrurn .:if2-90 de~rtt ;wuping ra.diu; btnds between pull boxes g.) Minirmim b rnd.ing r a-d.ius oflD ~:tbk (!i;anu;t~r (10":i on buildings h.) fire ~lopping reciliir(d whm oprning• ar( m:i.dc in :iny fire 1:ite,l b:irrier (1cfo· ToBSP62D -100-105 andBSP 622--700-102:1
J.) /\11 extern cl cooJuit temiioations shall be weother-ti;;ht J,) 1n unJerg:JQUtl(l ,~mtmctioo
n.) A conduit l~n;!;th maxinum of300 l~etbdwcm pull box~s h.) A ..wetJJill& hend i• n di m 1(1 rimes the cnfl dnit <liITTnder (20"" in the TT G)
1,) Pu.II lines in al.l -:h.w~ (minimum of 'J,"'5"" poly rope) & :i. me:i.suring tape m.1.m ill so be in ph~e r,, rld~miine "~i h11ilf" tc111dnit1ength: 00th •-n ~t he c"mirnll11N piece eml-t,1-end 'l'R.E \ CH.l.N c;
l.) .Miu.inum nrvm1gt c:,f dud uu JJI-iVll!c p:! Opclly - 18" or H~ :;pctilicd b)' pcmiitting H!!ml
2,) 1'.liniDl.llll covcniic i)f dmt in public r/w = 24" Qr spc,;,ificd l,y pmnittini 1li~m 3,) MiniDl.llll Qf 12" Hparat:fon in joint 11·en~h b~tw~~n powcr &. tcl~,. or :is ~p~cified by pcmittiui; iaigt:ut (verli.cal s,:pw:aliou appn•vtd dw. llJ ~p,;:cilic ~il~ c1.1n<li.liou~:) 4, ) Pull b,:-x~s - minimum 17' W;:: 30" L

5.) Sfiliee b,:-xt:. = minilll.llll 30'" W:.,: 48" L

6.) All .:omluitto cntu the cuds .,fbo...:e, (not si<lc,) and be nrono.n:J (1rnt sv.--c;pt iLllo the bi)ttom !ik( power). C(mduit, ti) be cl.J: llu~h with ihc inside focc of the b(lx

7.) B:1ses :lt'e r~q11ire O on :ill splice boo:e~. Splice hc.:.i:~s 81'~ t" be equipped "-1th c~bl'-" rn~ks :incl vullini eye,
S.) Traffi;.: rdated bc.X(5, lrns~s & lids QD :i.11 pull ,n spllot \,i);::es that :a~ subj~cl I, vclllcles

BONDIKG AND GROUNDING
l.) Sl'11' it 6 A WU copper ;rnund wire (6' coil), & bonding cl:IUIIIJS in pl:itce at e:1.ch :atrndnrn:ntpQint l.) So1tid grn11n.-L wire pr.derrd (,tnmlerl. a~ R ~econd cl-iofoe)

3.) Ground ser.-i~~ cab1.tl.ct to
M
GB (main ~i)und b-u:11j .n Paeifie Bell Central Offiee
loc:ati-o ns. MlJB is ti ed t o e:i:isting central offi et ; ro\l(lding ring

4.) B.,nJiill m~tiilli'll nbimb
will111oJ11-1mliilh 1,;oJudui( loJ buildiui i9\.IUl!d oJI !!l\.lUILd 1oJd ~:
5 13 - 154- 0 18
(N) AT&T
,
AZIMl)TH J4Q"
S

ECTOR 'C'
PROJ

ECT AREA -
·~ (N) UNASSIGNED

PARKING
FOR

AT&T MOBILITY

FIBER FEED ETHERNET
CSL05482 FA 14059611 USID 266172
FOR SITE INFORMATION J\ND ACCESS CJ\LL:
• N
I
"'
NICKLAUS ONO 562.679.3711
l)J\TE OF \VALK SlJRVEY 2.19.20
GROl:Nl)lNG TilE TELEPHONE
LINE J'ROTEC'IOR lNIT
A
m=:ntral bns nfthe AC Service Panel

2. A -power ~oundin.~ electrode conduc
wr (GEL)

3. Apmver grounding electrnde ( power gromid rOO)
4 A merallic pnwer service rnce"\\11y / cnndm.1"

5. Buildin@. ~teel ( buildinp., steel is required tci be bonMd to the power GEC)

6. A cold vmter pipe ( cold water pipe is reQuired to be lxinded to the power GEC )
PoY,:er Service Cable
Poner Ser.ice Raceway/Conduit
Housi::; Service +-
Panal
Power Grounding
Electrode Conductor
Po'°'ar Grounding El9Ctrod@
WB1!thsr Hsad
. ·@
•Ci.)
.G)
• •
..
---
@ .. ,
,
©·=
From
T8'@ph:me
Protector
.
•
: Connect Protector Ground
: Wi"e To Nearest Grounding Q Point 1, 2, 3, 4, 5, 6
Build ing SU'!sl
Cold Water Pii:e
Acce~table TLPU Grounding Connections to the Power Ground APN: 5
1 3-154- 042
P:R:OPERlY LI
NE S 59·59' 4,7• - - - I
a,
I
"'
KNUl'<Eilllil\U/Cor;sTl{LICllON
NOTES:
• SITE IS LOCATED WEST OF
S. INDL,'.\J\ C./\t\-YON
DR AT

ROOF LEVEL OF THE PARKI

NG STRUCTURE
• Ml',1P \VILL BE (E)
SPEC
TRUJ\ll I 7"" X 30"" P
ULL

BOX AT WEST OF PARKING
STRUCTURE ENTRA_'\/CE
KFAR (E) TRANSFORVfER PAD
• WALKEll WJTHRANll\'
WlLLJAlvlS 760.250.1006
SITE ADDRESS:
2 49 S TNT)fAN
CAl\' (DKDR
PALl'1
SPRDJGS, CA 92262
BECHTEL S.P.O.C
NICK
LAUS O"TO
::vIOBILE NlJ!vlBER: 562.679.3711
,,..
/
/
I ,, '. Pl
---"'I<'""'-~ - (E) - - - -
(P) H-FRAME AT LEASE

AREA WITH

HOFFMAN/SPECTRUM

FIBER CABINET
- 1-
1 II
-
I I I
-
I
.:t. I
I
I
u " • ,.

AZII
SE1
AT!lf
TEMPORARY" EMERG
E~CY
MOBI
LE
GEt-l
ERATOR ----~~-~-__,,- ' I -4- " ,, I n, 2' , < (NJ IIT& T f.l

ON-EXCLU
$1VE
, MAINTENAllCE TECH PARKI
NG
;
/ '
J
. '
8 ---• s2l ,g• I
,.

I I
1/, (N) AT&T POWER/TEL
CO
COND
UIT 7
/: I
I I e'
,- ~UN
CEILl l'I~

MOUNTED ON
TOP
LEVEL (APP,ROX: 305'-0)
. ,
/ ' ,
(N) 2" CONDUIT FROM MMP TO
ATTM LEASE AREA APPROX 265'
fP0017! 11
TO BE
UTILIZED FO~
(N) AT&T POWER P.D.C
-~ / ,
/ , '
.
)P
- 016
(E)
CATV
PUllBOX
TO
BE

UTILIZED

FDR (N) AT&T
TELCO P.O.C.
/ / ,
, ' / .,
.
,
.·
'
' \
,
'
/I
J
.
(N) AT&T U.O POWER/J"ELOO / ROUTE (A'P
PHlOX: 60'-0")
(N) AT&T IJErER/ MAIN
@ GIOOE LEVEL

DCI PACIFIC

A IE IC WORKS

ARCHITECTURE I ENGINEERING I CONSULTING
26 EXECUTIVE PARK I SUITE 170
IRVINE I CA 92614
I
I
8 . Qi 0
-
7fl , > w
' [l)
"' I 0
Q
z
I ...J
.
----
w
>
Ct'.

Cl .

VJ
(/)
w
()
u
<{
PACE:

I s -
__
I
.
+ It
1$ I' I
X
I
1/,i
1,, 1
I -
5 1
I
L
s 1
-,___
11 1t
_
__ ,1
/1
I I
I
I
I
'
I
I
-...,
0 I 0
I I')
,le
,-...
,,.

I r-. 0
I b
0 Vl
w
I z
I :J
"' L,J
ll.
0 Q:

I g_
';
I
W1
>
Ct'.
0 z
0 1
>--
z
..:::(
(.)
12'- o' I I w ,1/ j"
E T //
CSL05482