Agenda — Hillsborough City Council, February 10, 2025 (part 2 of 2)

Instructions:
 For all permit applications, complete and sign this form and attach with your permit application.  For PG&E, AT&T, and Comcast permit applications, on Step 1 of the eTrakit Online Portal:
o Under Permit Type Information, include your company’s internal project number at the beginning of the “Short Description”
o Under Location,
 if the scope of work is for a specific private property address (i.e. gas tie-in, service upgrade, etc.), select that address
 if the scope of work is not directly related to property address (i.e. gas main leak, aerial fiber installation, etc.), select “1320 La Honda Road” and provide the nearest address in the “Short Description” under Permit Type Information.
1) Project Applicant (Primary Contact)
2) Location(s) of Work
☐ Single
☐ Public Right-of-Way
☐ Multiple Streets
☐ Easements
☐ Near Creek
3) Description of Work:
(Continued on next page)
Name: ____________________________________________ Phone: ______________________________________ Email: ____________________________________________ Company: ____________________________________ -
☐ Address or ☐ Nearest Address: _____________________________________________________________________ APN:___________________________________________ Project Number:___________________________________ Check all items that apply:
_________________________________________________________________________________________________ _________________________________________________________________________________________________ _________________________________________________________________________________________________ _________________________________________________________________________________________________ ATTACHMENT 2
-157-

ONLINE ENCROACHMENT PERMIT APPLICATION
Town of Hillsborough Public Works Department
1600 Floribunda Ave | Hillsborough, CA | 94010
(650) 375-7444 main | (650) 548-0859 fax
[email protected] | www.hillsborough.net

Page 2 of 3 ends

4) Provide the following measurements:

Driveway Apron: _______ LF
Rolled Gutter: _______ LF
Trench: _______ LF
Bell Hole / Excavation Pit: ____ LF x ____ LF (Length x Width) 5) Street Opening or Type of Installation Permit (Check all items that apply):
☐ CATV
☐ Curb and Gutter
☐ Directional Boring
☐ Driveway/Apron
☐ Electric
☐ Gas Line/Leak
☐ Geotech Work
☐ Parking Strip
☐ Potholing
☐ Sanitary Sewer Lateral
☐ Storm Drain
☐ Street Paving
☐ Street – Full Road Closure
☐ Street – Partial Closure
☐ Telephone
☐ Tree Work
☐ Trenching
☐ Other (explain below)
6) Encroachment Permit Standards
All encroachment permits are subject to the following standards.

Methods and Materials
 The applicant shall submit a plan and a profile showing location, grade elevation and trench details of proposed work to be constructed and the location and method by which the proposed work is to be connected to any existing Hillsborough utility. The plan submittal shall be reviewed and approved by the engineering department prior to issuance of the permit.
 All work with in the public right-of-way shall be installed per the Town of Hillsborough Standard Details available on the Town website unless otherwise approved by the City Engineer or his/her designee.  Backfill shall be imported material of a type specified by the Town Standard Details and shall be compacted to a minimum of 95% relative compaction, unless otherwise approved by the City Engineer or his/her designee.  New pavement section shall match the existing thickness, but not less than 4" AC over 8" Class 2 AB.  Jackhammering of the paved surface of any street is not allowed. All trenches must be saw-cut prior to excavation.  T-Cuts are required and shall be a minimum of 12 inches on all sides of the trench, all saw cuts (including tails) must be sealed.
 Contractors shall email the Public Works Inspector at [email protected] with the encroachment permit number, scope of work or inspection type, and requested inspection date and time at least 24 hours in advance to schedule an inspection for all work including but not limited to; bedding, utilities, cover, compaction, patching, paving, parking strips, forms, etc.
 The permittee must conduct video inspection of all sewer mains, laterals and storm drains within the area of each directional boring project.
 No equipment or materials shall be stored in the public right-of-way without written authorization from the Director of Public Works.
(Continued on next page)
-158-

Page 3 of 3 ends

Licenses and Liabilities
 A Class A contracting license is required when working in the public right-of-way unless otherwise approved by the City Engineer or his/her designee. (Extreme care shall be exercised).  All necessary permits must be obtained from the appropriate agencies prior to the issuance of an Encroachment Permit, including but not limited to California Fish and Wildlife, Regional Water Quality Control Board (RWQCB), Army Corp of Engineers, CALTRANS, local cities and counties, etc.  All costs of repairing any and all infrastructure damaged with in the right-of-way shall be paid for by the owner/applicant and should be reported immediately to the Town Inspector.  Bond deposit(s) shall not be returned until the final inspection by the Public Works Department has been completed.
 Applicant shall hold the Town, its employees and representatives harmless and assume all liability for claim(s) which may arise by or because of this permit.

Traffic and Safety
 Any open holes / trenches in the street or on the shoulder shall be covered with steel plates or as required by the Town Inspector. All excavations shall be covered at the end of each day.  Work in the right-of-way shall be conducted between the hours of 8:00am – 5:00pm, Monday through Friday, unless written authorization is obtained from the Director of Public Works 48 hours prior to the start of work.  The area to be encroached upon shall be marked 48 hours prior to such encroachment. Notification shall be given to Underground Service Alert (USA) 1 800 642-2444 for all digging proposed in the right-of-way 48 hours prior to the commencement of any excavation.
 Caltrans safety standards shall be used for all traffic control measures. A traffic control plan shall be submitted and approved for all work done in the public right-of-way.
 All signs, cones, barricades and traffic control devices must be clearly marked with contractor’s/subcontractor’s name. Provisions for two-way traffic shall be maintained at all times using flagmen as necessary.  All works shall comply with OSHA standards. Excavations of 5 feet or deeper shall conform to CAL/OSHA Standards for shoring.
 During non-daylight hours, applicant shall use yellow flashing lights and reflective tape on all barricades and/or street closure signage to CALTRANS standards.
 Barricades with flashers shall be on-site prior to excavation. ☐ I acknowledge that I have read and do here by accept the terms and conditions contained in the above Encroachment Permit Standards.
5) SIGNATURE (APPLICANT OR AUTHORIZED AGENT)
Signature: ___________________________________________________ Date: _______________________ Printed Name: _________________________________________________________________________________ -159-
If there are questions regarding these comments, please contact John Iaquinto at (650) 375-7418. 1 -
Project Location: 1320 La Honda Road – 20 Bengloe Lane
Description: Upgrade existing emergency power backup. Install a pre-cast concrete pad with battery cabinet next to existing cabinet.

Date: 1/24/25
Permit No. ENC25-0044
Plans Dated & By: 2023 – J5 Infrastructure Partners - Project #CALHPS82729562

SPECIFIC COMMENTS
• The Town’s aesthetic standards in Policy 19-01 were made to apply Small Cell and any similar infrastructure (Policy, Section B.). The following comments are to ensure this application complies with Policy 19-01, adopted by Town Resolution 19-03. • Equipment placed above ground, whether pole-mounted or ground-mounted, shall be placed to avoid, to the extent technically feasible, prominent visibility from the driveways, entryways and windows associated with residential dwellings. Applicants are encouraged to consult with Town staff in advance to evaluate potential visibility issues.

As a general matter, but not as a rule, locations as close to the common property line between adjoining properties as possible will likely comply with this requirement. Per C5 • All accessory equipment installed above ground level shall not cumulatively exceed:
(a) nine cubic feet in volume if installed in a residential district; or [(b) 17 cubic feet in volume if installed in a non-residential district. The volume calculation shall include any shroud, cabinet or other concealment device used in connection with the accessory equipment. The volume calculation shall not include any equipment or other improvements placed underground.] Per E 7
• Shall not permanently displace any landscaping or cause any street trees to be trimmed, damaged or displaced. If any landscaping or street trees are damaged or displaced, the applicant shall be responsible, at its sole cost and expense, to plant and maintain replacement trees at the site for five years or the duration of the permit term (whichever is longer). Likewise, new infrastructure and/or associated equipment shall not prevent the planting or replanting of a street tree in the future. Per E 10 • To the extent the structures are utility boxes within the meaning of this Code, be reviewed and subject to the same approvals as utility boxes installed in connection with other infrastructure deployments; and shall be located flush to grade where necessary to avoid incommoding the public or creating a hazard. Per G1 & G2 • To the extent permitted above ground, shall otherwise be shrouded and painted and textured (or wrapped) to blend with the streetscape and landscape around the site.

Town of Hillsborough
Public Works Department / Engineering Division
1320 La Honda Road • Hillsborough • CA • 94010
650.375-7444 [ tel ] • 650.548-0859 [ fax ]
-160-
If there are questions regarding these comments, please contact John Iaquinto at (650) 375-7418. 2 Whenever possible, above ground equipment components should be placed behind landscaped features in the right-of-way to further conceal the equipment and blend in with the surroundings. Non-reflective paints shall be used on all painted surfaces. – Per G3 • Equipment shrouds at the base of a pole shall: (a) not exceed 24 inches wide on any side and 48 inches high; (b) be consistent with any standards and specifications by the City Engineer for decorative pole bases or, if no such standards or specifications exist, shall be designed to mimic the pole to which it is attached ; (c) not have any flat surface area on the top of the shroud greater than two square inches to prevent objects from being placed on the shroud; and (d) include a tapered or decorative transition between the top of the base mounted shroud and the pole. Per G 4
• Employ the smallest and lowest profile equipment, placed in the least conspicuous location when viewed from properties from which the WCF is visible. Per J1 • Accommodate collocation or other future expansions or modifications to the extent feasible and consistent with the other design requirements of this policy; and be consistent with the general plan. J2 & J3

SPECIFIC CONDITIONS OF APPROVAL
• Permittee shall comply with the attached encroachment permit standards.

Applicant is required to contact resident adjacent to the location where the new cabinet will be installed prior to installation. Additionally, any landscaping removed must be restored by the applicant.
• Work location is in proximity to existing Town sewer, Storm drain and water main. Electrical service shall maintain a minimum 1’ vertical, and 3’ horizontal clearance from sewer, storm drain and water mains. It is the responsibility of the permit holder to ensure the protection of both public and private assets. Permit holder will be liable for any damage to properties within the scope of this project.
• All excavations shall be covered at the end of the day. Barricades and flashers shall be onsite prior to excavation. • 24-hour notice shall be given to the Town’s Public Works Inspector by calling 650-375-7444 and asking for the inspection of the job site on the day of the work. • Permit holder shall comply with the approved traffic control plan. One lane shall remain open to traffic during the course of the project. Full road closures are not permitted for this project.

Construction hours are limited between the hours of 8:00am – 5:00pm. • Permittee shall provide written notices to residents/property owners at least one (1) week in advance of the work. The notices shall be provided to all properties in the area that will be affected by the road closure. The notices shall provide residents with the date of and a description of the work and contact information for Comcast project staff including name and phone number.
• Access to private driveways shall be always maintained. If a private driveway must be temporarily closed to accommodate the work, permit holder shall provide written notification to the residents at least one (1) week in advance.
-161-
If there are questions regarding these comments, please contact John Iaquinto at (650) 375-7418. 3 • “No Parking” signs shall be posted a minimum of 72 hours in advance of the restriction. The date and time of the restrictions shall be clearly posted on the “No Parking” signs. -162-
T1
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

LOCATION MAP
SITE ADDRESS:
20 BENGLOE LN
HILLSBOROUGH, CA 94010
DO NOT SCALE DRAWINGS IF NOT FULL SIZE (24 X 36)CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALLIMMEDIATELY NOTIFY THE ARCHITECT / ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BEAR THE RESPONSIBILITY FOR THE SAME.

GENERAL CONTRACTOR NOTES

CODE COMPLIANCE
SI5&

EXISTING SITE PHOTO

SITE PLAN

TITLE SHEET
Call before you dig.

Know what'sbelow.

TO OBTAIN LOCATION OF PARTICIPANTS

UNDERGROUND FACILITIES BEFORE

YOU DIG IN CALIFORNIA (NORTH &
CENTRAL) , CALL USA NORTH 811
TOLL FREE: 1-800-227-2600 OR
www.usanorth811.org

CALIFORNIA STATUTE
REQUIRES MIN OF 2

WORKING DAYS NOTICE

BEFORE YOU EXCAVATE
NORTH
OWNER:

APPLICANT: ALPHA TECHNOLOGIES, INC.

RICH SEIFFDIRECTOR OF SERVICES WEST REGIONENERGY SYSTEMS AMERICASPH: (331) 276-0232EMAIL: [email protected]

SITE INFORMATION
SITE ADDRESS:LATITUDE/LONGITUDE (NAD 83):

JURISDICTION:

POWER PROVIDER:

AMP DRAW:
20 BENGLOE LN
HILLSBOROUGH, CA 94010

37.54415, -122.3582303
HillsboroughPG&E

9.00 ENGINEER/
ARCHITECT:

COMCAST CABLE3055 TRIAD PLACELIVERMORE, CA 94551
THIS PROJECT MODIFICATION OF EXISTING CONSISTS OF:
· INSTALLATION OF (
2) (N) ALPHA PN-4 POWERNODE SYSTEM ENCLOSURES
· INSTALLATION OF (39) (N) LITHIUM (Li) BATTERIES· INSTALLATION OF (1) (N) PRECAST CONCRETE PAD· REMOVAL & REPLACEMENT OF (E) POWER SUPPLY· ALL ASSOCIATED ELECTRIC WIRES AND CONDUITS TO CONNECT

POWERNODE CABINET TO EXISTING ALPHA CABINET
LUA6 SCOPE OF WORK
J5 INFRASTRUCTURE PARTNERS

MARK MASCUNANA

ARCHITECT/ENGINEER CONTACT
PH: (281) 387-8814EMAIL: [email protected]
23 MAUCHLY, SUITE 110
IRVINE, CALIFORNIA, 92618

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

1. CALIFORNIA BUILDING STANDARDS CODE: 2022 TRIENNIAL EDITION OF TITLE 24, WITH AN EFFECTIVE DATE OF JANUARY 1, 2023.PART 1 - CALIFORNIA ADMINISTRATIVE CODEPART 2 - CALIFORNIA BUILDING CODE, BASED ON THE 2021 INTERNATIONAL BUILDING CODEPART 2.5 - CALIFORNIA RESIDENTIAL CODE, BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODEPART 3 - CALIFORNIA ELECTRICAL CODE, BASED ON THE 2020 NATIONAL ELECTRICAL CODEPART 4 - CALIFORNIA MECHANICAL CODE, BASED ON THE 2021 UNIFORM MECHANICAL CODEPART 5 - CALIFORNIA PLUMBING CODE, BASED ON THE 2021 UNIFORM PLUMBING CODEPART 6 - CALIFORNIA ENERGY CODEPART 7 - VACANTPART 8 - CALIFORNIA HISTORICAL BUILDING CODEPART 9 - CALIFORNIA FIRE CODE, BASED ON THE 2021 INTERNATIONAL FIRE CODEPART 10 - CALIFORNIA EXISTING BUILDING CODE, BASED ON THE 2021 INTERNATIONAL EXISTINGBUILDING CODEPART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC; ALSO KNOWN AS CALGREEN)PART 12 - CALIFORNIA REFERENCED STANDARDS CODE

2. ANSI/TIA-222 (REV H)3. 2021 NFPA 101, LIFE SAFETY CODE4. 2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE5. 2022 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS · POWER METER AND POWER SUPPLY CABINET ARE PRE-EXISTING AND WILL NOT CHANGE. THIS INSTALLATION WILL NOT REQUIRE A NEW POWER

SERVICE OR METER

DRAWING INDEX

SHEET DESCRIPTION
T1 TITLE SHEET AND SITE PLANA1 ENLARGED SITE PLANS & ELEVATIONS D1 DETAILS
TC1 TRAFFIC CONTROL
D3 MANUFACTURER’S SPECIFICATIONS, RATINGS AND LISTINGS OF EACH ESSD4 ENERGY (BATTERY) MANAGEMENT SYSTEMS AND OPERATION | SIGNAGED5 INSTALLATION REQUIREMENTSD6 COMISSIONINGD7 COMISSIONING

DECOMISSIONING
D2 DETAILSD8D9 SIGNAGE & NAMEPLATE LABEL
T2 PROJECT INFORMATION & NOTES
D3.0 HAZMAT NOTE
D10 EMERGENCY ESS SHUT OFF LABELING

PROJECT TEAM
(N) BOLLARD; TYP-1 (INCREASE

OR DECREASE NUMBER OF

BOLLARDS AS NECESSARY)
1 D2

SEE ENLARGED SITE PLANS
ON SHEET A1
3&4
A1
(E) LANDSCAPE(E) PULL BOX TO BE PROTECTED IN PLACE TYP. (E) CURB & GUTTER
~ RESIDENCE ~
(E) DRIVEWAY
(E) COMCAST ENCLOSURE TO REMAIN(E) BATTERIES WITHIN TO BE REMOVED(N) POWER SUPPLY TO BE INSTALLED WITHIN 5 D1
(N) RIGID U/G CONDUIT

FROM (N) CABINETS TO
(E) MAIN CABINET
6 D1
(E) ENCLOSURE TO REMAIN
(2)(N) ALPHA PN-4 POWER NODE SYSTEM
ENCLOSURES W/ (39) (N) LITHIUM Li BATTERIESMOUNTED TO (N) CONCRETE PAD AT GRADE 7 D1
1 D1
2 D1
~ RESIDENCE ~
~ RESIDENCE ~
~ RESIDENCE ~

SOUTHDOWN ROAD
BLACK

BLACK MOUNTAIN ROAD

BENGLOE LANE

MOUNTAIN RD
(E) BOLLARDS
1 5'-0"
7'-4"
6'-0"
1 -163-
T2
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

PROJECT

INFORMATION & NOTES

PURPOSE OF THIS WORK
THE CALIFORNIA PUBLIC UTILITIES COMMISSION (CPUC) HAS ISSUED DECISION 21-02-029, ESTABLISHING NEW

MEASURES APPLICABLE TO FACILITIES-BASED WIRELINE TELECOMMUNICATIONS PROVIDERS TO HELP ENSURE ACCESS TO VITAL COMMUNICATIONS DURING NATURAL DISASTERS AND ELECTRIC GRID OUTAGES. “FACILITIES-BASED WIRELINE PROVIDERS” ARE THE COMPANIES RESPONSIBLE FOR INFRASTRUCTURE THAT PROVIDES OR OTHERWISE CARRIES 9-1-1, VOICE, TEXT MESSAGES, OR DATA SERVICES. THE DECISION PRIORITIZES RESILIENCY FOR WIRELINE FACILITIES LOCATED IN TIER 2 AND TIER 3 HIGH FIRE THREAT DISTRICTS. THE DECISION ADOPTS SEVERAL NEAR ANDLONGER-TERM OBLIGATIONS AIMED AT PREVENTING THE KIND OF COMMUNICATIONS FAILURES THAT HAVE

CHALLENGED FIRST RESPONDERS AND CRITICAL FACILITY OPERATORS DURING RECENT WILDFIRES AND PUBLIC SAFETY POWER SHUTOFF (PSPS) EVENTS.

THE EXTENDED RUNTIME LI ION (XRT-LI) POWER SYSTEM AS DESCRIBED HEREIN MEETS AND/OR EXCEEDS THE REQUIREMENTS LEVIED BY THE CPUC GOVERNING BODY.

CALIFORNIA FIRE CODE
1207.4.5 VEHICLE IMPACT PROTECTION

WHERE ESS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, INCLUDING FORKLIFTS, VEHICLE IMPACT PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 312.

ICC, SECTION 312 | VEHICLE IMPACT PROTECTION
312.1 GENERALVEHICLE IMPACT PROTECTION REQUIRED BY THIS CODE SHALL BE PROVIDED BU POSTS THAT COMPLY WITH SECTION 312.2 OR BY OTHER APPROVED PHYSICAL BARRIERS THAT COMPLY WITH SECTION 312.3. 312.2 POSTS
GUARD POSTS SHALL COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS:

1. CONSTRUCTED OF STEEL NOT LESS THAN 4 INCHES (102 mm) IN DIAMETER AND CONCRETE FILLED.

2. SPACED NOT MORE THAN 4 FEET (1219 mm) BETWEEN POSTS ON CENTER.

3. SET NOT LESS THAN 3 FEET (914 mm) DEEP IN A CONCRETE FOOTING OF NOT LESS THAN A 15-INCH (381 mm) DIAMETER.

4. SET WITH THE TOP OF THE POSTS NOT LESS THAN 3 FEET (914 mm) ABOVE GROUND.

5. LOCATED NOT LESS THAN 3 FEET (914 mm) FROM THE PROTECTED OBJECT. 312.3 OTHER BARRIERS
BARRIERS, OTHER THAN POSTS SPECIFIED IN SECTION 312.2, THAT ARE DESIGNED TO RESIST, DEFLECT OR VISUALLYDETER VEHICULAR IMPACT COMMENSURATE WITH AN ANTICIPATED IMPACT SCENARIO SHALL BE PERMITTED WHERE APPROVED.
1207.5.7 VEGETATION PROXIMITY TO ESSESS PROXIMITY TO VEGETATION WILL BE COMPLIANT WITH CFC 1207.5.7 EACH SITE WILL BE EVALUATED AT THE TIME OF INSTALLATION AND CORRECTIVE MEASURES WILL TAKE PLACE WITH REGARDS TO TRIMMING VEGETATION.

1. LOCATION AND LAYOUT DIAGRAM OF THE ROOM OR AREA IN WHICH THE ESS IS TO BE INSTALLED.

SHEETS T1,A1, D1

2. DETAILS ON THE HOURLY FIRE-RESISTANCE RATINGS OF ASSEMBLIES ENCLOSING THE ESS. 9540A NOTED IN SYSTEM SAFETY AND CERTIFICATIONS.

TEST CERTIFICATION IS FOUND ON THE ATTACHMENT COFC_8016142_EN.PDF. TEST PROCEDURES AND DOCUMENTS ARE FOUND IN THE ATTACHMENT 80132092-UL 9540A CHECKLIST.

SHEETS T1,A1, D1

3. THE QUANTITIES AND TYPES OF ESS TO BE INSTALLED. SHEETS T1, A1, D1, D34. MANUFACTURER'S SPECIFICATIONS, RATINGS, AND LISTINGS OF EACH ESS.

SHEETS D1, D3 (RATINGS

INCLUDED FOR CABINET,
XM3.1, BPM, BCM ONLY).

ESS ELECTRICAL RATINGS ARE AS FOLLOWS:

GROUND MOUNTED ENCLOSURES, SERIES MODELS PN-4LIX, PN-4LIBX ; TYPE 3R.

PN-4LIX + PN-4LIBX (LARGEST SYSTEM 50 BATTERIES)
INPUTS:

VOLTAGE 120 VAC
FREQUENCY 60 HZ
CURRENT 20, 15 A
OUTPUTS:

AC OUTPUT VOLTAGE 89/63 VAC CATVAC OUTPUT FREQUENCY 60 HZAC OUTPUT CURRENT 18 A MAX BATTERY:

DC (TO XM3.1 - INVERTER MODE) 36 VDC NOMINAL, 55 A MAXDC (FROM XM3.1 TO INTERNAL BATTERY PACK - CHARGE) 38 A MAX INTERNAL BATTERY CELL 3.62 VDC 51 AH LITHIUM-IONINTERNAL BATTERY PACK 36 VDC NOMINAL, 51 AH LITHIUM-ION SYSTEM UP TO 50 BATTERY PACKS (UP TO 22 SERVICE CABINET, UP TO 28 BATTERY CABINET) 36 VDC NOMINAL, 2514 AH, 90.5 KWH LITHIUM-ION
MAX AMBIENT: 45(°C)

5. DESCRIPTION OF ENERGY (BATTERY) MANAGEMENT SYSTEMS AND THEIR OPERATION. BCM DETAIL SHEET D3, D4

6. LOCATION AND CONTENT OF REQUIRED SIGNAGE IS ATTACHED.7. DETAILS ON FIRE SUPPRESSION, SMOKE OR FIRE DETECTION, THERMAL MANAGEMENT, VENTILATION, EXHAUST, AND DEFLAGRATION VENTING SYSTEMS, IF PROVIDED.

N/A

8. SUPPORT ARRANGEMENT ASSOCIATED WITH THE INSTALLATION, INCLUDING ANY REQUIRED SEISMIC RESTRAINT.

SHEET D5

9. A COMMISSIONING PLAN COMPLYING WITH SECTION 1207.2.1. SHEETS D5-D7

10. A DECOMMISSIONING PLAN COMPLYING WITH SECTION 1207.2.3. SHEET D8 SHEET D9

TABLE OF CONTENT

REQUIREMENTS FOR PERMIT SUBMISSION BASED ON THE CALIFORNIA FIRE CODE 1207.1.3 CONSTRUCTION DOCUMENTS
THE FOLLOWING INFORMATION SHALL BE PROVIDED WITH THE PERMIT APPLICATION:
-164-

CABINET
FRONT

CABINET
FRONT
A1
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

ENLARGED SITE

PLANS & ELEVATIONS

EXISTING ELEVATION
4 PROPOSED ELEVATION
3 CONDUIT ROUTING NOTE:

1. GC TO ROUTE (N) 1-1/2" RIGID U/G CONDUIT FROM (N)

CABINETS TO (E) MAIN CABINET FOR (N) BATTERY & INTERFACE ASSOCIATED CABLING. SEE TRENCHING DETAIL ON SHEET D1.

NOTES:

1. CONTRACTOR TO COMPLY WITH ALL APPLICABLE/REQUIRED INSPECTIONS PER LOCAL JX GUIDELINES.

2. CONTRACTOR SHALL BE AWARE OF (E) PEDESTRIAN AND VEHICLE ACCESS. CONTRACTOR SHALL NOT BLOCK WALKWAYS, DRIVEWAYS AND/OR OTHER FORMS OF ACCESS. CONTRACTOR SHALLREACH OUT TO ENGINEER IF REVISIONS TO DESIGN HEREON ARE REQUIRED.

EXISTING ENLARGED SITE PLAN NORTH
2 PROPOSED ENLARGED SITE PLAN NORTH
1 GRADE
(N) BOLLARD; TYP-1 (INCREASE

OR DECREASE NUMBER OF

BOLLARDS AS NECESSARY)
1 D2
GRADE

BLACK MOUNTAIN ROAD
(N) BOLLARD; TYP-1 (INCREASE

OR DECREASE NUMBER OF

BOLLARDS AS NECESSARY)
1 D2
(E) CURB & GUTTER
(2)(N) ALPHA PN-4 POWER NODE SYSTEM
ENCLOSURES W/ (39) (N) LITHIUM Li BATTERIESMOUNTED TO (N) CONCRETE PAD AT GRADE 7 D1
1 D1
2 D1

BLACK MOUNTAIN ROAD
(N) RIGID U/G CONDUIT

FROM (N) CABINETS TO
(E) MAIN CABINET
6 D1
(E) CURB & GUTTER
(2)(N) ALPHA PN-4 POWER NODE SYSTEM
ENCLOSURES W/ (39) (N) LITHIUM Li BATTERIES

MOUNTED TO (N) CONCRETE PAD AT GRADE
7 D1
1 D1
2 D1

BLACK MOUNTAIN ROAD
(E) PULL BOX TO BE PROTECTED IN PLACE TYP.
(E) COMCAST ENCLOSURE TO REMAIN
(E) BATTERIES WITHIN TO BE REMOVED
(N) POWER SUPPLY TO BE INSTALLED WITHIN
(E) ENCLOSURE TO REMAIN(E) BOLLARDS
(E) COMCAST ENCLOSURE TO REMAIN
(E) BATTERIES WITHIN TO BE REMOVED
(N) POWER SUPPLY TO BE INSTALLED WITHIN
5 D1
(E) PULL BOX TO BE PROTECTED
IN PLACE TYP.
(E) ENCLOSURE TO REMAIN(E) BOLLARDS
(E) COMCAST ENCLOSURE TO REMAIN(E) BATTERIES WITHIN TO BE REMOVED(N) POWER SUPPLY TO BE INSTALLED WITHIN (E) ENCLOSURE TO REMAIN(E) BOLLARDS(E) PULL BOX TO BE PROTECTED IN PLACE TYP.
(E) COMCAST ENCLOSURE TO REMAIN(E) BATTERIES WITHIN TO BE REMOVED(N) POWER SUPPLY TO BE INSTALLED WITHIN 5 D1
(E) BOLLARDS(E) PULL BOX TO BE PROTECTED
IN PLACE TYP.
1 1
5'-0"
-165-
WARNING TAPE 12" BELOW GRADE
90% COMPACTED FILL
UNDISTURBED EARTHPROTECT-IN-PLACE (E) U.G. CONDUIT,
TYP. (IF APPLICABLE)(SEE NOTE)
(E) SURFACE(SEE PLAN)

PATCH AND REPAIR

TO MATCH EXISTING
ONE (1) 1-1/2"Ø SCH40 CONDUIT
NOTE:

1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, CONDUITS WHETHER ORNOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE.

2. USE 1-1/2" CONDUIT IF CABLE IS LESS THAN 50'3. USE 2" CONDUIT IF CABLE IS MORE THAN 50 2'-6"
3"
2'-0"
MIN.
1'-6"
VARIES 6 N.T.S. TRENCHING DETAIL D1
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

DETAILS

EQUIPMENT SPECIFICATIONS
MFG:MODEL:

HEIGHT:

WIDTH:

DEPTH:

WEIGHT:

ALPHAXM3.1-HP

7.76 IN

16.43 IN10.57 IN
61 LBS
NOTE:

1. USE MANUFACTURER SUPPLIED
MOUNTING HARDWARE.

NOMINAL INPUT VOLTAGE: 120V AC
OUTPUT VOLTAGE: 63/89V AC
5 N.T.S. POWER SUPPLY DETAIL
PVC SCHEDULE 40 SIZE AS

SHOWN ON DRAWINGS

RIGID STEEL TOPVC ADAPTER
GRADE

RIGID STEEL CONDUIT

COUPLING

RIGID STEEL

CONDUIT PLUG
R=24" MIN. RIGID STEEL CONDUIT
6"
8 N.T.S. STUB-UP DETAIL
1 N.T.S. DUAL EQUIPMENT CABINET DETAIL
CABINET SPECIFICATIONSMANUFACTURER: ALPHAMODEL: PN-4LI
HEIGHT: 52"
WIDTH: 26"
DEPTH: 24"
WEIGHT (EMPTY): 486 LBS.WEIGHT (W/ BATTERIES): 1,968 LBS.MATERIAL: ALUMINUM BATTERY CONFIGURATION:

CABINET #1: (11) Li BATTERIESCABINET #2: (28) Li BATTERIES 26"
24"
SIDE
TOP
26"

KNOCKOUT,
TYP.
52"
FRONT
56"
2"
6"
52"
(N) PRECAST CONCRETE PAD
(SEE DETAIL HEREON)
(11) Li BATTERIES
(28) Li BATTERIES
2'-0"
MIN.
2 N.T.S. CONCRETE PAD & ANCHORAGE DETAIL

EQUIPMENT CABINET
3/8"Ø GALVANIZED THREAD RODW/ HILTI HIT-HY 200 ADHESIVE EMBED = 4"
SPECIAL INSPECTION PER (ESR-3187)
(4) EA UNIT

NUT & INSULATING WASHER
2'-6"
4'-8"
4"
EMBED.
4"
MIN.
6" MIN. THICK

PRECAST

CONCRETE PAD

OUTLINE OF
CABINET, TYP.

A
A

SECTION A-A
6" MIN. THICK PRECAST

CABINET ANCHOR CONCRETE PAD
POINTS, TYP.

PLACE CONCRETE PAD MINIMUM 3"FROM NEARBY CONCRETE PAD(S) CABINET GROUND #2
STRANDED IN 1/2" PVC TIED

INTO (N) GROUND RING
7 N.T.S. LITHIUM BATTERY SPECIFICATIONS
6P2209070001

DATE CODE

MM/YYYY
Assembled in the USA with Foreign Parts Country of Origin: China Assemblé aux États-Unis avec des pièces étrangères Pays d'origine : Chine Ensamblado en los EE. UU. con piezas extranjeras Pais de origen: China EnerSys, Reading, PA 19605, 1-800-ENERSYS Rev: 3; Secondary (Rechargeable) Li-ion PSI-36-1800 (Part of XRT-Li)Nominal Voltage: Tension nominale / Voltaje nominal:Nominal Capacity ; Energy Capacité ; Énergie nominale / Capacidad ; Energía nominal:Operating Temperature:

Température de stockage / Temperatura de almacenamientoIngress Protection Rating:Weight: Masse / Peso:

Température de fonctionnement / Temperatura de funcionamientoStorage Temperature:
2X Indice de protection d'entrée / Clasificación de protección de ingreso14.9 kg P/N: GL0005719-0000

36.2 Vdc
50 Ah ; 1810 Wh-15ºC to +55ºC-15ºC to +40ºC
EQUIPMENT SPECIFICATIONS (1 UNIT)
MFG:MODEL:

HEIGHT:

WIDTH:

LENGTH:

WEIGHT:

POWERSAFEPSI-36-1800

5.27 IN

6.57 IN

13.54 IN

32.8 LBS
CFC 2022 SECTION
1207 APPLIES
-166-
6 N.T.S. CONDUIT TO CABINET INSTALLATION
GRADE
(E) PWE CABINET & POWER SUPPLY

1.5" RIGID CONDUIT

WITH LB ABOVE GRADE
(N) INSTALLED PN-4
CABINET (TYP.)

1.5" SCH40 CONDUIT
UNDERGROUND BARE SOLID COPPER TIN #6

CONNECTED TO THE GROUND

BAR IN THE (E) CABINET
NOTE:

1. USE 1-1/2" CONDUIT IF CABLE IS LESS THAN 50'

2. USE 2" CONDUIT IF CABLE IS MORE THAN 50'
6"
3/4" TROWELED CROWN

UNDISTURBEDNATIVE SOIL
(E) PAVING OR

FINISH GRADE
15" MIN
CONCRETE BASE.

FLUSH WITH (E) FIN.

SURFACE/GRADE

REMOVE (E) PAVING
AND PATCH AS RQRD.
4" STEEL PIPE BOLLARD
FILLED WITH CONC.
(PAINTED HAZARD YELLOW)
3'-0"
MIN.
3'-0"
MIN.
1 N.T.S. BOLLARD DETAIL
3'-0"
MIN.
(N) BOLLARD; TYP-1 (INCREASE

OR DECREASE NUMBER OF

BOLLARDS AS NECESSARY)
1'-0"
1'-0"
GRADE
3 N.T.S. FOUNDATION BASE FOR PN4

UNDISTURBED GROUND
COMPACTED GRAVEL (6" BELOW GRADE)CONCRETE PAD (6" THICK) 1/2" - 4 MOUNTING STUDS FOR THREADED

INSERTS

OPEN AREA FOR UTILITY SWEEPS (OPTIONAL)
1 2
3 5
4 1
23 4
5 1
2 N.T.S. P4 CABINET INSTALLATION
4-THREADED INSERTS
GRADE
6" THICK PRECASTCONCRETE PAD

EQUIPMENT CABINET
6" BELOW GRADE PIT
3" SOLIDLY COMPACTING
1/2" CRUSHED GRAVEL MIN.
6"
6"
3"
D2
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

DETAILS
1 -167-
D3.0
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

HAZMAT NOTE
HAZMAT NOTE:

COMCAST HAS DETERMINED THAT THE LITHIUM BATTERY SYSTEMS DEPLOYED AT THE CPUC-MANDATED 72-HOUR BACKUP

POWER SITES, BELOW THE HAZARDOUS MATERIALS REPORTING THRESHOLD ESTABLISHED BY (I) CALEPA IN THE BATTERY REPORTING GUIDANCE FOR UNIFIED PROGRAM AGENCIES MARCH 10, 2022 EDITION, AND (II) THE MATERIAL BREAKDOWN PROVIDED IN THE MANUFACTURER’S SAFETY DATA SHEET.

THESE SYSTEMS HAVE A MAXIMUM OF 50 SMALL LITHIUM BATTERIES, WHICH HAVE APPROXIMATELY 14.6% OF ELECTROLYTE WEIGHT BY VOLUME, OR 0.28 GALLONS PER BATTERY, AND CONTAINS A MAXIMUM OF 14 GALLONS OF ELECTROLYTEMATERIAL—BELOW THE REQUIRED REPORTABLE THRESHOLD OF 55 GALLONS.

COMCAST WILL CONTINUE TO ASSESS ANY FURTHER REPORTING REQUIREMENTS REQUIRED BY EACH LOCAL JURISDICTION. -168-
D3
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA
MANUFACTURER’S

SPECIFICATIONS, RATINGS

AND LISTINGS OF EACH ESS
-169-
D4
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

ENERGY (BATTERY)

MANAGEMENT SYSTEMS

AND OPERATION
-170-
D5
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

INSTALLATION

REQUIREMENTS
-171-
D6
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

COMISSIONING
-172-
D7
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

COMISSIONING
-173-
D8
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

DECOMISSIONING
-174-
D9
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

SIGNAGE &

NAMEPLATE LABEL
-175-
D10
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA

EMERGENCY ESS SHUT OFF

LABELING
-176-

TRAFFIC CONTROL

TRAFFIC CONTROL FOR LANE CLOSURE ON TWO LANE ROAD USING

FLAGGERS
WORK AREA TRAFFIC CONTROL HANDBOOK 2019 14TH EDITION

PER STANDARDS AND GUIDANCE OF CA-MUTCD
GENERAL NOTES:

1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2014 EDITION.

2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA 2010 STANDARD PLAN A20A.

3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES.

4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK OVERNIGHT.

5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE.

6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN

THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE..

7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION.

8. THE CONTRACTOR SHALL HAVE SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION.

9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS.

10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE THE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION.

11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS.

12. MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON-WORKING HOURS. REMOVE BARRICADES ETC., FROM TRAVEL LANE.

13. REMOVE OR TURN OFF SIGNS DURING NON-WORKING HOURS.14. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR.

15. DIMENSIONS BASED ON GIS MAPPING DATA AND/OR RECORD DRAWINGS AND NOT A SURVEY.16. TIME OF LANE CLOSURE TO BE IN ACCORDANCE WITH REQUIREMENTS OF JURISDICTION.17. ADDITIONAL ADVANCED FLAGGERS MAY BE REQUIRED. FLAGGER SHOULD STAND IN A CONSPICUOUS PLACE, BE VISIBLE TO APPROACHING TRAFFIC. PLACE A MINIMUM OF FOUR CONES AT 40-FT INTERVAL IN ADVANCE OF FLAGGER STATION AS SHOWN.

CHANNELIZING DEVICES (TYP.)

ONE LANE
AHEAD
ROAD
A
AHEAD
WORK
ROAD
A
A
BE

PREPARED

TO STOP
LANE
CLOSED
50' TO 100'
E 50' TO 100'

END ROAD
WORK
END

ROAD WORK

ONE LANE
ROAD
AHEAD
A
ROAD
WORK
AHEAD
A
A
BE

PREPARED

TO STOP

WORK HOURS
7:00AM - 3:30PM
TC1
SITE ADDRESS:
20 BENGLOE LN , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
A 90% CD FA
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061333
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
0 100% CD
4/12/24
«
«
06/26/2306/26/23 FA
1 11/17/23 PCC #1 MA
-177-

If there are questions regarding these comments, please contact John Iaquinto at (650) 375-7418. 1 -
Project Location: 1320 La Honda Road – 1780 Black Mountain Road Description: Upgrade existing emergency power backup. Install a pre-cast concrete pad with battery cabinet next to existing cabinet.

Date: 1/24/25
Permit No. ENC25-0045
Plans Dated & By: 2023 – J5 Infrastructure Partners - Project #CALHPS82713610

Town of Hillsborough
Public Works Department / Engineering Division
1320 La Honda Road • Hillsborough • CA • 94010
650.375-7444 [ tel ] • 650.548-0859 [ fax ]
-181-
If there are questions regarding these comments, please contact John Iaquinto at (650) 375-7418. 2 Whenever possible, above ground equipment components should be placed behind landscaped features in the right-of-way to further conceal the equipment and blend in with the surroundings. Non-reflective paints shall be used on all painted surfaces. – Per G3 • Equipment shrouds at the base of a pole shall: (a) not exceed 24 inches wide on any side and 48 inches high; (b) be consistent with any standards and specifications by the City Engineer for decorative pole bases or, if no such standards or specifications exist, shall be designed to mimic the pole to which it is attached ; (c) not have any flat surface area on the top of the shroud greater than two square inches to prevent objects from being placed on the shroud; and (d) include a tapered or decorative transition between the top of the base mounted shroud and the pole. Per G 4
• Employ the smallest and lowest profile equipment, placed in the least conspicuous location when viewed from properties from which the WCF is visible. Per J1 • Accommodate collocation or other future expansions or modifications to the extent feasible and consistent with the other design requirements of this policy; and be consistent with the general plan. J2 & J3

SPECIFIC CONDITIONS OF APPROVAL
• Permittee shall comply with the attached encroachment permit standards.

Construction hours are limited between the hours of 8:00am – 5:00pm. • Permittee shall provide written notices to residents/property owners at least one (1) week in advance of the work. The notices shall be provided to all properties in the area that will be affected by the road closure. The notices shall provide residents with the date of and a description of the work and contact information for Comcast project staff including name and phone number.
• Access to private driveways shall be always maintained. If a private driveway must be temporarily closed to accommodate the work, permit holder shall provide written notification to the residents at least one (1) week in advance.
-182-
If there are questions regarding these comments, please contact John Iaquinto at (650) 375-7418. 3 • “No Parking” signs shall be posted a minimum of 72 hours in advance of the restriction. The date and time of the restrictions shall be clearly posted on the “No Parking” signs. -183-
T1
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

LOCATION MAP
SITE ADDRESS:
1780 BLACK MOUNTAIN RD
HILLSBOROUGH, CA 94010
DO NOT SCALE DRAWINGS IF NOT FULL SIZE (24 X 36)CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALLIMMEDIATELY NOTIFY THE ARCHITECT / ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BEAR THE RESPONSIBILITY FOR THE SAME.

GENERAL CONTRACTOR NOTES

CODE COMPLIANCE

EXISTING SITE PHOTO

SITE PLAN

TITLE SHEET
Call before you dig.

Know what'sbelow.

TO OBTAIN LOCATION OF PARTICIPANTS

UNDERGROUND FACILITIES BEFORE

YOU DIG IN CALIFORNIA (NORTH &
CENTRAL) , CALL USA NORTH 811
TOLL FREE: 1-800-227-2600 OR
www.usanorth811.org

CALIFORNIA STATUTE
REQUIRES MIN OF 2

WORKING DAYS NOTICE

BEFORE YOU EXCAVATE
NORTH
OWNER:

APPLICANT: ALPHA TECHNOLOGIES, INC.

RICH SEIFFDIRECTOR OF SERVICES WEST REGIONENERGY SYSTEMS AMERICASPH: (331) 276-0232EMAIL: [email protected]

SITE INFORMATION
SITE ADDRESS:LATITUDE/LONGITUDE (NAD 83):

JURISDICTION:

POWER PROVIDER:

AMP DRAW:
1780 Black Mountain Rd
HILLSBOROUGH, CA 94010

37.545693, -122.365312
City of HillsboroughPG&E

7.20 ENGINEER/
ARCHITECT:

COMCAST CABLE3055 TRIAD PLACELIVERMORE, CA 94551
THIS PROJECT MODIFICATION OF EXISTING CONSISTS OF:
· INSTALLATION OF (
2) (N) ALPHA PN-4 POWERNODE SYSTEM ENCLOSURES
· INSTALLATION OF (35) (N) LITHIUM (Li) BATTERIES· INSTALLATION OF (1) (N) PRECAST CONCRETE PAD· REMOVAL & REPLACEMENT OF (E) POWER SUPPLY· ALL ASSOCIATED ELECTRIC WIRES AND CONDUITS TO CONNECT

POWERNODE CABINET TO EXISTING ALPHA CABINET
LUA5 SCOPE OF WORK
(2)(N) ALPHA PN-4 POWER NODE SYSTEM
ENCLOSURES W/ (35) (N) LITHIUM Li BATTERIES

MOUNTED TO (N) CONCRETE PAD AT GRADE
7 D1
1 D1
2 D1
J5 INFRASTRUCTURE PARTNERS

MARK MASCUNANA

ARCHITECT/ENGINEER CONTACT
PH: (281) 387-8814EMAIL: [email protected]
23 MAUCHLY, SUITE 110
IRVINE, CALIFORNIA, 92618

1. CALIFORNIA BUILDING STANDARDS CODE: 2022 TRIENNIAL EDITION OF TITLE 24, WITH AN EFFECTIVE DATE OF JANUARY 1, 2023.PART 1 - CALIFORNIA ADMINISTRATIVE CODEPART 2 - CALIFORNIA BUILDING CODE, BASED ON THE 2022 INTERNATIONAL BUILDING CODEPART 2.5 - CALIFORNIA RESIDENTIAL CODE, BASED ON THE 2022 INTERNATIONAL RESIDENTIAL CODEPART 3 - CALIFORNIA ELECTRICAL CODE, BASED ON THE 2020 NATIONAL ELECTRICAL CODEPART 4 - CALIFORNIA MECHANICAL CODE, BASED ON THE 2022 UNIFORM MECHANICAL CODEPART 5 - CALIFORNIA PLUMBING CODE, BASED ON THE 2022 UNIFORM PLUMBING CODEPART 6 - CALIFORNIA ENERGY CODEPART 7 - VACANTPART 8 - CALIFORNIA HISTORICAL BUILDING CODEPART 9 - CALIFORNIA FIRE CODE, BASED ON THE 2022 INTERNATIONAL FIRE CODEPART 10 - CALIFORNIA EXISTING BUILDING CODE, BASED ON THE 2022 INTERNATIONAL EXISTINGBUILDING CODEPART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC; ALSO KNOWN AS CALGREEN)PART 12 - CALIFORNIA REFERENCED STANDARDS CODE

2. ANSI/TIA-222 (REV H)3. 2022 NFPA 101, LIFE SAFETY CODE4. 2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE5. 2022 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS · POWER METER AND POWER SUPPLY CABINET ARE PRE-EXISTING AND WILL NOT CHANGE. THIS INSTALLATION WILL NOT REQUIRE A NEW POWER

SERVICE OR METER

DRAWING INDEX

DECOMISSIONING
D2 DETAILSD8D9 SIGNAGE & NAMEPLATE LABEL
T2 PROJECT INFORMATION & NOTES
D3.0 HAZMAT NOTE
D10 EMERGENCY ESS SHUT OFF LABELING

PROJECT TEAM
SI5&
±4'-0"
±4'-0"
3&4
A1
(E) GRAVEL
(E) PULL BOX TO BE PROTECTED IN PLACE TYP. DENISE DRIVE (E) WOOD FENCE
(E) DRIVEWAY
(E) COMCAST ENCLOSURE TO REMAIN(N) POWER SUPPLY INSTALLED WITHIN 5 D1
(N) U/G CONDUIT FROM (N) CABINETS TO(E) MAIN CABINET
6 D1
(E) DRIVEWAY
(E) STREET SIGN
(E) CURB & GUTTER
~ RESIDENCE ~
~ RESIDENCE ~
~ RESIDENCE ~

SEE ENLARGED SITE PLANS
ON SHEET A1
15'-0" MIN
(N) BOLLARD; TYP-1 (INCREASE OR DECREASE

NUMBER OF BOLLARDS AS NECESSARY)
1 D2
2 2
1 -184-
T2
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

PROJECT

INFORMATION & NOTES

PURPOSE OF THIS WORK
THE CALIFORNIA PUBLIC UTILITIES COMMISSION (CPUC) HAS ISSUED DECISION 21-02-029, ESTABLISHING NEW

CHALLENGED FIRST RESPONDERS AND CRITICAL FACILITY OPERATORS DURING RECENT WILDFIRES AND PUBLIC SAFETY POWER SHUTOFF (PSPS) EVENTS.

THE EXTENDED RUNTIME LI ION (XRT-LI) POWER SYSTEM AS DESCRIBED HEREIN MEETS AND/OR EXCEEDS THE REQUIREMENTS LEVIED BY THE CPUC GOVERNING BODY.

CALIFORNIA FIRE CODE
1207.4.5 VEHICLE IMPACT PROTECTION

WHERE ESS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, INCLUDING FORKLIFTS, VEHICLE IMPACT PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 312.

1. CONSTRUCTED OF STEEL NOT LESS THAN 4 INCHES (102 mm) IN DIAMETER AND CONCRETE FILLED.

2. SPACED NOT MORE THAN 4 FEET (1219 mm) BETWEEN POSTS ON CENTER.

3. SET NOT LESS THAN 3 FEET (914 mm) DEEP IN A CONCRETE FOOTING OF NOT LESS THAN A 15-INCH (381 mm) DIAMETER.

4. SET WITH THE TOP OF THE POSTS NOT LESS THAN 3 FEET (914 mm) ABOVE GROUND.

1. LOCATION AND LAYOUT DIAGRAM OF THE ROOM OR AREA IN WHICH THE ESS IS TO BE INSTALLED.

SHEETS T1,A1, D1

2. DETAILS ON THE HOURLY FIRE-RESISTANCE RATINGS OF ASSEMBLIES ENCLOSING THE ESS. 9540A NOTED IN SYSTEM SAFETY AND CERTIFICATIONS.

TEST CERTIFICATION IS FOUND ON THE ATTACHMENT COFC_8016142_EN.PDF. TEST PROCEDURES AND DOCUMENTS ARE FOUND IN THE ATTACHMENT 80132092-UL 9540A CHECKLIST.

SHEETS T1,A1, D1

3. THE QUANTITIES AND TYPES OF ESS TO BE INSTALLED. SHEETS T1, A1, D1, D34. MANUFACTURER'S SPECIFICATIONS, RATINGS, AND LISTINGS OF EACH ESS.

SHEETS D1, D3 (RATINGS

INCLUDED FOR CABINET,
XM3.1, BPM, BCM ONLY).

ESS ELECTRICAL RATINGS ARE AS FOLLOWS:

GROUND MOUNTED ENCLOSURES, SERIES MODELS PN-4LIX, PN-4LIBX ; TYPE 3R.

PN-4LIX + PN-4LIBX (LARGEST SYSTEM 50 BATTERIES)
INPUTS:

VOLTAGE 120 VAC
FREQUENCY 60 HZ
CURRENT 20, 15 A
OUTPUTS:

AC OUTPUT VOLTAGE 89/63 VAC CATVAC OUTPUT FREQUENCY 60 HZAC OUTPUT CURRENT 18 A MAX BATTERY:

5. DESCRIPTION OF ENERGY (BATTERY) MANAGEMENT SYSTEMS AND THEIR OPERATION. BCM DETAIL SHEET D3, D4

N/A

8. SUPPORT ARRANGEMENT ASSOCIATED WITH THE INSTALLATION, INCLUDING ANY REQUIRED SEISMIC RESTRAINT.

SHEET D5

9. A COMMISSIONING PLAN COMPLYING WITH SECTION 1207.2.1. SHEETS D5-D7

10. A DECOMMISSIONING PLAN COMPLYING WITH SECTION 1207.2.3. SHEET D8 SHEET D9

TABLE OF CONTENT

REQUIREMENTS FOR PERMIT SUBMISSION BASED ON THE CALIFORNIA FIRE CODE 1207.1.3 CONSTRUCTION DOCUMENTS
THE FOLLOWING INFORMATION SHALL BE PROVIDED WITH THE PERMIT APPLICATION:
-185-

CABINET
FRONT

CABINET
FRONT
A1
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

ENLARGED SITE

PLANS & ELEVATIONS

EXISTING ELEVATION
4 PROPOSED ELEVATION
3 CONDUIT ROUTING NOTE:

1. GC TO ROUTE (N) 1-1/2" RIGID U/G CONDUIT FROM (N)

CABINETS TO (E) MAIN CABINET FOR (N) BATTERY & INTERFACE ASSOCIATED CABLING. SEE TRENCHING DETAIL ON SHEET D1.

NOTES:

1. CONTRACTOR TO COMPLY WITH ALL APPLICABLE/REQUIRED INSPECTIONS PER LOCAL JX GUIDELINES.

EXISTING ENLARGED SITE PLAN NORTH
2 PROPOSED ENLARGED SITE PLAN NORTH
1 (2)(N) ALPHA PN-4 POWER NODE SYSTEM
ENCLOSURES W/ (35) (N) LITHIUM Li BATTERIES

MOUNTED TO (N) CONCRETE PAD AT GRADE
7 D1
1 D1
2 D1
2 GRADE GRADE

DENISE DRIVE DENISE DRIVE
(E) COMCAST ENCLOSURE TO REMAIN(N) POWER SUPPLY TO BE INSTALLED WITHIN 5 D1
(E) COMCAST ENCLOSURE TO REMAIN(E) BATTERIES WITHIN TO BE REMOVED(E) POWER SUPPLY WITHIN TO BE REMOVED & REPLACED ±4'-0"
±4'-0"
(E) PULL BOX TO BE PROTECTED IN PLACE TYP.
(E) WOOD FENCE
(E) COMCAST ENCLOSURE TO REMAIN(N) POWER SUPPLY INSTALLED WITHIN 5 D1
(N) U/G CONDUIT FROM (N) CABINETS TO(E) MAIN CABINET
6 D1
(E) STREET SIGN
(E) CURB & GUTTER
~ LANDSCAPE ~

DENISE DRIVE
(E) PULL BOX TO BE PROTECTED IN PLACE TYP.
(E) WOOD FENCE
(E) STREET SIGN
(E) CURB & GUTTER

DENISE DRIVE (E) COMCAST ENCLOSURE TO REMAIN
(E) BATTERIES WITHIN TO BE REMOVED(E) POWER SUPPLY WITHIN TO BE REMOVED & REPLACED (E) PULL BOX TO BE
PROTECTED IN PLACE TYP.
(E) WOOD FENCE
(E) STREET SIGN
(E) TREE
(E) PULL BOX TO BE
PROTECTED IN PLACE TYP.
(E) WOOD FENCE
(E) STREET SIGN
(E) TREE
3'-0"
MIN
3'-0"
MIN
±5'-0"
2'-2"
(N) BOLLARD; TYP-1 (INCREASE OR DECREASE

NUMBER OF BOLLARDS AS NECESSARY)
1 D2
2 (2)(N) ALPHA PN-4 POWER NODE SYSTEM
ENCLOSURES W/ (35) (N) LITHIUM Li BATTERIES

MOUNTED TO (N) CONCRETE PAD AT GRADE
7 D1
1 D1
2 D1
2 (N) BOLLARD; TYP-1 (INCREASE OR DECREASE

NUMBER OF BOLLARDS AS NECESSARY)
1 D2
2 -186-
WARNING TAPE 12" BELOW GRADE
90% COMPACTED FILL
UNDISTURBED EARTHPROTECT-IN-PLACE (E) U.G. CONDUIT,
TYP. (IF APPLICABLE)(SEE NOTE)
(E) SURFACE(SEE PLAN)

PATCH AND REPAIR

TO MATCH EXISTING
ONE (1) 1-1/2"Ø SCH40 CONDUIT
NOTE:

1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, CONDUITS WHETHER ORNOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE.

2. USE 1-1/2" CONDUIT IF CABLE IS LESS THAN 50'3. USE 2" CONDUIT IF CABLE IS MORE THAN 50 2'-6"
3"
2'-0"
MIN.
1'-6"
VARIES 6 N.T.S. TRENCHING DETAIL D1
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

DETAILS

EQUIPMENT SPECIFICATIONS
MFG:MODEL:

HEIGHT:

WIDTH:

DEPTH:

WEIGHT:

ALPHA
XM3.1-HP

7.76 IN

16.43 IN10.57 IN
61 LBS
NOTE:

1. USE MANUFACTURER SUPPLIED
MOUNTING HARDWARE.

NOMINAL INPUT VOLTAGE: 120V AC
OUTPUT VOLTAGE: 63/89V AC
5 N.T.S. POWER SUPPLY DETAIL
PVC SCHEDULE 40 SIZE AS

SHOWN ON DRAWINGS

RIGID STEEL TOPVC ADAPTER
GRADE

RIGID STEEL CONDUIT

COUPLING

RIGID STEEL

CABINET #1: (7) Li BATTERIESCABINET #2: (28) Li BATTERIES 26"
24"
SIDE
TOP
26"

KNOCKOUT,
TYP.
52"
FRONT
56"
2"
6"
52"
(N) PRECAST CONCRETE PAD
(SEE DETAIL HEREON)
(7) Li BATTERIES
(28) Li BATTERIES
2'-0"
MIN.
2 N.T.S. CONCRETE PAD & ANCHORAGE DETAIL

EQUIPMENT CABINET
3/8"Ø GALVANIZED THREAD RODW/ HILTI HIT-HY 200 ADHESIVE EMBED = 4"
SPECIAL INSPECTION PER (ESR-3187)
(4) EA UNIT

NUT & INSULATING WASHER
2'-6"
4'-8"
4"
EMBED.
4"
MIN.
6" MIN. THICK

PRECAST
CONCRETE PADOUTLINE OFCABINET, TYP.

A
A

SECTION A-A
6" MIN. THICK PRECAST

CABINET ANCHOR CONCRETE PAD
POINTS, TYP.

PLACE CONCRETE PAD MINIMUM 3"FROM NEARBY CONCRETE PAD(S) CABINET GROUND #2
STRANDED IN 1/2" PVC TIED

INTO (N) GROUND RING
7 N.T.S. LITHIUM BATTERY SPECIFICATIONS
6P2209070001

DATE CODE

Nominal Capacity ; Energy Capacité ; Énergie nominale / Capacidad ; Energía nominal:Operating Temperature:Température de stockage / Temperatura de almacenamiento Ingress Protection Rating:Weight: Masse / Peso:

Température de fonctionnement / Temperatura de funcionamientoStorage Temperature:
2X
Indice de protection d'entrée / Clasificación de protección de ingreso

14.9 kg
P/N: GL0005719-0000

36.2 Vdc
50 Ah ; 1810 Wh-15ºC to +55ºC-15ºC to +40ºC
EQUIPMENT SPECIFICATIONS (1 UNIT)
MFG:MODEL:

HEIGHT:

WIDTH:

LENGTH:

WEIGHT:

POWERSAFEPSI-36-1800

5.27 IN

6.57 IN

13.54 IN

32.8 LBS
CFC 2022 SECTION
1207 APPLIES
-187-
6 N.T.S. CONDUIT TO CABINET INSTALLATION
GRADE
(E) PWE CABINET & POWER SUPPLY

1.5" RIGID CONDUIT

WITH LB ABOVE GRADE
(N) INSTALLED PN-4
CABINET (TYP.)

1.5" SCH40 CONDUIT
UNDERGROUND BARE SOLID COPPER TIN #6

CONNECTED TO THE GROUND

BAR IN THE (E) CABINET
NOTE:

1. USE 1-1/2" CONDUIT IF CABLE IS LESS THAN 50'

2. USE 2" CONDUIT IF CABLE IS MORE THAN 50'
6"
3/4" TROWELED CROWN

UNDISTURBEDNATIVE SOIL
(E) PAVING OR

FINISH GRADE
15" MIN
CONCRETE BASE.

FLUSH WITH (E) FIN.

SURFACE/GRADE

REMOVE (E) PAVING
AND PATCH AS RQRD.
4" STEEL PIPE BOLLARD
FILLED WITH CONC.
(PAINTED HAZARD YELLOW)
3'-0"
MIN.
3'-0"
MIN.
1 N.T.S. BOLLARD DETAIL
3'-0"
MIN.
(N) BOLLARD; TYP-1 (INCREASE

OR DECREASE NUMBER OF

BOLLARDS AS NECESSARY)
1'-0"
1'-0"
GRADE
3 N.T.S. FOUNDATION BASE FOR PN4

UNDISTURBED GROUND
COMPACTED GRAVEL (6" BELOW GRADE)CONCRETE PAD (6" THICK) 1/2" - 4 MOUNTING STUDS FOR THREADED

INSERTSOPEN AREA FOR UTILITY SWEEPS (OPTIONAL)
1 2
3 5
4 1234
5 1
2 N.T.S. P4 CABINET INSTALLATION
4-THREADED INSERTS
GRADE
6" THICK PRECAST

CONCRETE PAD

EQUIPMENT CABINET
6" BELOW GRADE PIT
3" SOLIDLY COMPACTING
1/2" CRUSHED GRAVEL MIN.
6"
6"
3"
D2
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

DETAILS
-188-
D3.0
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

HAZMAT NOTE
HAZMAT NOTE:

COMCAST HAS DETERMINED THAT THE LITHIUM BATTERY SYSTEMS DEPLOYED AT THE CPUC-MANDATED 72-HOUR BACKUP

COMCAST WILL CONTINUE TO ASSESS ANY FURTHER REPORTING REQUIREMENTS REQUIRED BY EACH LOCAL JURISDICTION. -189-
D3
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA MANUFACTURER’S

SPECIFICATIONS, RATINGS

AND LISTINGS OF EACH ESS
-190-
D4
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

ENERGY (BATTERY)

MANAGEMENT SYSTEMS

AND OPERATION
-191-
D5
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

INSTALLATION

REQUIREMENTS
-192-
D6
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

COMISSIONING
-193-
D7
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

COMISSIONING
-194-
D8
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

DECOMISSIONING
-195-
D9
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

SIGNAGE &

NAMEPLATE LABEL
-196-
D10
SITE ADDRESS:
1780 BLACK MOUNTAIN RD , HILLSBOROUGH, CA 94010
SHEET TITLE:

ISSUE STATUS

REV DATE DESCRIPTION BY

SITE INFORMATION
SEAL
3011 COMCAST PLACE
LIVERMORE, CA 94551
23 MAUCHLY, STE 110
IRVINE, CA 92618
J5 PROGRAM ID: ALP-CA-CPUC
J5 PROJECT ID: P-061767
3767 ALPHA WAY
BELLINGHAM, WA 98226

AN ENERSYS COMPANY
11/17/23
«
«
A 06/26/22 90% CD MG
0 06/26/22 100% CD MG1 10/25/22 PCC #1 MJC2 11/17/23 PCC #2 MA

EMERGENCY ESS SHUT OFF

LABELING
-197-