2nd Reading of Ordinance 773 N.S. – First Amendment to Property Lease with Gulf South Towers at 898 Red Rock Rd., including Authorization of the City Administrator to Execute Related Documentation

City of Piedmont

COUNCIL AGENDA REPORT
DATE: June 3, 2024
TO: Mayor and Council
FROM: Rosanna Bayon Moore, City Administrator
SUBJECT: 2nd Reading of Ordinance 773 N.S. – First Amendment to Property Lease with Gulf South Towers at 898 Red Rock Rd., including Authorization of the City Administrator to Execute Related Documentation

RECOMMENDATION
Approve the second reading of Ordinance 773 N.S. approving an amendment to the lease agreement for City-owned land at 898 Red Rock Road, adding to Exhibit B of the Agreement a legal description of the Premises, Access Road and Utility Trench, and authorizing the City Administrator to execute related documentation. Pursuant to Section 2.12 of the Piedmont City Charter, the draft lease amendment has been modified since the first reading on April 15, 2024, to include an increase in the minimum compensation paid to the City, and the area of the lease has been expanded to include the PG&E transformer.

BACKGROUND
In May 2021, the City Council approved an Ordinance for a lease agreement negotiated between City staff and Gulf South Towers/GST Capital Partners, LLC (“GST”), allowing GST to lease land within the City’s corporation yard located at 898 Red Rock Road and to construct and operate a 95-foot-tall telecommunications tower. The design and operation of the GST tower, base station, and associated improvements were unanimously approved by the City Council on April 19, 2021.

The approved facility includes space for up to four wireless service providers.

In 2024, GST requested City Council approval of this first amendment to the lease agreement to reflect as-built conditions, including an expansion of the lease area to include a retaining wall and fence enclosing the base station, and a new PG&E transformer located adjacent to the base station enclosure.

On April 15, 2024, the City Council considered a first reading of Ordinance 773 N.S., approving an amendment to the lease agreement for City-owned land at 898 Red Rock Road, adding to Exhibit B of the Agreement a legal description of the Premises, Access Road and Utility Trench, and authorizing the City Administrator to execute related documentation. As part of the discussion, Councilmembers expressed concerns about the agreement that have since been further addressed with the applicant. At this time, all outstanding issues between City staff and GST have been resolved, and the attached lease agreement has been modified. The modifications are described in the Analysis section of this staff report.

ANALYSIS
At the City Council meeting on April 15, 2024, Councilmembers raised concerns about the reduction of usable space in the corporation yard due to utility installation for the benefit of GST Partners and City compensation for the enlarged footprint. Additional modifications since April 15 are reflected in the draft lease amendment (Attachment 1).

Section 2.12 of the Piedmont City Charter authorizes ordinance changes on the 2nd reading, as follows:
(B) PROCEDURE. An ordinance may be introduced by any Councilmember at any regular or special meeting of the City Council. Upon the first reading of any ordinance, the City Clerk shall distribute a copy to each Councilmember and to the City Administrator, shall make available a reasonable number of copies in the office of the City Clerk, and shall post the ordinance together with a notice setting out the time and place for a final reading by the Council. The adoption shall follow the first reading by at least five (5) days. A proposed ordinance may be amended or modified between the time of its first reading and the time of its final adoption, providing its general scope and original purpose are retained…” Proposed modifications to Ordinance 773 N.S. since the first reading consist of the following changes: changes to Exhibit A of Attachment 1, the first lease amendment, and changes to Attachment A of Exhibit A, the Legal Description of the Premises, Access Road and Utility Trench. Changes to Exhibit A consist of an increase in the minimum rent to be paid to the City of Piedmont from $1,500 per month in the original lease to $1,797 per month to reflect the 259- square-foot expansion of the area of City-owned land to be used for the GST facility. Changes to Attachment A of Exhibit A consist of the inclusion of the new PG&E transformer and its platform within the lease area, making the transformer subject to all of the terms of the lease agreement.

If passed, this ordinance will become effective July 3, 2024. If passed, the applicant shall be required to obtain an amended Wireless Communications Facility permit from the Planning & Building Department to update the approved site plan and address any design issues with the placement of the PG&E transformer.

CITY ATTORNEY REVIEW
The attached Amendment to a lease agreement was reviewed and approved as to form.

FISCAL IMPACT
The proposed Amendment increases the terms of the City’s compensation for the use of the corporation yard from $1,500 per month to $1,797 per month (minimum). The fence enclosure Agenda Report Page 1
was previously approved and does not change under the proposed Amendment. The City is not obligated to maintain PG&E’s transformer or utility trench.

By: Kevin Jackson, Planning & Building Director
Pierce Macdonald, Senior Planner

ATTACHMENTS
1 Proposed Ordinance 773 N.S. and First Amendment to the Ground Lease and Wireless Telecommunications Agreement, including Exhibit A and Attachment A to Exhibit A. 2 Ordinance 760 N.S. and Ground Lease and Wireless Telecommunications Agreement Between The City of Piedmont and GST Capital Partners, LLC Agenda Report Page 2
ORDINANCE NO. 773 N.S.

AN ORDINANCE APPROVING THE FIRST AMENDMENT TO A GROUND LEASE

AND WIRELESS TELECOMMUNICATIONS AGREEMENT WITH

GST CAPITAL PARTNERS, LLC FOR USE OF A PORTION OF CORPORATION YARD AT 898 RED ROCK ROAD
WHEREAS, the City Council approved Ordinance 760 N.S. on May 3, 2021, approving a lease agreement with GST Capital Partners, LLC (GST), allowing GST to lease space in the City’s corporation yard in order to construct and operate a 95-foot-tall telecommunications tower and associated site improvements; and
WHEREAS, GST requests City approval of the first lease amendment (Exhibit A) to expand the lease area to include all of the fence enclosure and retaining wall constructed by GST as part of the telecommunications tower site improvements and adding a legal description of the Premises, Access Road and Utility Trench (Attachment A to Exhibit A); and WHEREAS, the Piedmont City Council considered the proposed lease amendment at public meetings held on April 15, 2024 and June 3, 2024; and
WHEREAS, the proposed lease amendment to approve the lease area expansion makes clear that the improvements constructed by GST and a PG&E transformer for the facility are within the lease area.

NOW, THEREFORE, the City Council of the City of Piedmont hereby ordains as follows:

SECTION 1.

The amended Ground Lease and Wireless Telecommunications Agreement (Exhibit A and Attachment A of Exhibit A) between the City of Piedmont as landlord and GST Capital Partners, LLC as tenant, for use of a portion of the City Corporation Yard at 898 Red Rock Road, Piedmont, California 94611, a copy of which is attached hereto and incorporated herein by reference, is hereby approved.

SECTION 2.

This ordinance shall be posted at City Hall after its second reading by the City Council for at least thirty (30) days and shall become effective thirty (30) days after such second reading and approval by the City Council.

SECTION 3.

Adoption of this Ordinance is not subject to review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines section 15303 (construction and location of limited numbers of new, small facilities or structures; installation of small new equipment and facilities in small structures), because the proposed wireless communication facility to be constructed Attachment 1 Agenda Report Page 3
under the Ground Lease and Wireless Telecommunications Agreement is a single small utility structure located in a developed setting which replaces an existing telecommunications tower.

No exceptions to the above exemption has been identified that would make the proposal ineligible for use of a categorical exemption because the project setting is not in a location that is particularly sensitive, the surrounding area is developed and urbanized, existing utilities are located at or near the proposed installation, there are no unusual circumstances relating to the proposed installation, and no scenic highways, hazardous waste sites, or historical resources could be affected by the project.
[END OF ORDINANCE]
Attachment 1 Agenda Report Page 4
4890‐4212‐7806 v4

FIRST AMENDMENT TO

GROUND LEASE
AND

WIRELESS TELECOMMUNICATIONS AGREEMENT
This First Amendment to Ground Lease and Wireless Telecommunications Agreement (the “First Amendment”) is made and entered into on this the ___ day of ________________, 2024 (the “First Amendment Effective Date”), by and between the City of Piedmont, a California municipal corporation (“Landlord”), and GST Capital Partners, LLC, a Delaware limited liability company (“Tenant”). Landlord and Tenant are sometimes collectively referred to herein as the “Parties” and individually as a “Party.”
Recitals
WHEREAS, Parties entered into the Ground Lease and Wireless Telecommunications Agreement on June 17, 2021 (the “Lease”), whereby Tenant leases certain real property from the Landlord for the purpose of building and operating a wireless telecommunications Tower; and WHEREAS, the Tenant has completed the Work and had the Premises surveyed and the Parties desire to amend the Agreement to insert the Premises, Access Road and Utility Trench Legal Descriptions and As Built Survey to Exhibit B to the Agreement which contains, among other things, a legal description for the Premises and the Access Road and Utility Trench.

NOW, THEREFORE, premises considered and for other good and valuable consideration, the receipt of which is hereby acknowledged, the Parties do hereby agree as follows:

1. The first sentence of Section 1.02 of the Lease is amended to read as follows:
“Tenant wishes to lease from Landlord, and Landlord wishes to lease to Tenant, a portion of the Property for the sole purpose of installing, constructing, maintaining, repairing, replacing, operating, and removing (“Work”) a wireless telecommunications facility, including, without limitation, one tower/monopole of 95 feet in height along with related antenna equipment and fixtures and including the equipment buildings and structures, backup power systems, and related improvements and fixtures of Tenant’s sublessees and licensees (the “Facility”), consisting of an area of approximately One Thousand Five Hundred Seventy-three (1,573) square feet (the “Premises”), as described in the attached Premises, Access Route and Utility Trench Legal Descriptions and As Built Survey within Exhibit B attached hereto and incorporated herein by this reference.”

2. The first sentence of the second paragraph of Section 4.01 of the Lease is amended to read as follows:
“Notwithstanding the foregoing, the Rent under this Lease shall not be less than One Thousand Seven Hundred Ninety-seven and 00/100 Dollars ($1,797.00) per month (the “Minimum Rent”), and the Minimum Rent shall be adjusted annually as provided in Section 4.05 hereof.”
Exhibit A to Attachment 1 Agenda Report Page 5
4890‐4212‐7806 v4

3. Exhibit B to the Lease is hereby amended by appending thereto the Premises, Access Road and Utility Trench Legal Descriptions and As Built Survey attached hereto as Attachment A, Appendix to Exhibit B.

4. Capitalized terms utilized in this First Amendment which are not defined shall have the meanings set forth in the Agreement.

5. This Agreement may be executed in counterparts and such counterparts, when combined, shall constitute one instrument binding upon the Parties.

6. Except as expressly amended by this First Amendment the remainder of the Agreement remains in full force and effect.

7. Either Party may record this First Amendment in the land records of Alameda County, CA. [Signature page follows]

Exhibit A to Attachment 1 Agenda Report Page 6
4890‐4212‐7806 v4
IN WITNESS WHEREOF, the duly authorized representatives of the Parties have executed this First Amendment effective as of the First Amendment Effective Date.

TENANT:

GST Capital Partners, LLC,
a Delaware limited liability company
______________________________ Dated:_______________________, 2024 John C. Bean, President
LANDLORD:

City of Piedmont,
a California charter city
______________________________ Dated:_______________________, 2024 Rosanna Bayon Moore, City Administrator
Attest:
______________________________
Anna Brown, City Clerk
Approved as to form:
______________________________
Michelle Marchetta Kenyon, City Attorney

Exhibit A to Attachment 1 Agenda Report Page 7
4890‐4212‐7806 v4

LANDLORD ACKNOWLEDGMENT

CALIFORNIA NOTARY ACKNOWLEDGEMENT
(INDIVIDUAL)
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of ______________
On ______________ before me, ____________________________ (insert name and title of the officer), personally appeared ____________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature ____________________________. (Seal)
Exhibit A to Attachment 1 Agenda Report Page 8
4890‐4212‐7806 v4

TENANT ACKNOWLEDGMENT

STATE OF ALABAMA,

COUNTY OF BALDWIN,
On ______________ before me, ____________________________ (insert name and title of the officer), personally appeared ____________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of ALABAMA that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature ____________________________. (Seal)

Exhibit A to Attachment 1 Agenda Report Page 9
4890‐4212‐7806 v4

ATTACHMENT A

APPENDIX TO EXHIBIT B

PREMISES, ACCESS ROUTE AND UTILITY TRENCH

LEGAL DESCRIPTIONS
AND

AS BUILT SURVEY

PREMISES
(As-Surveyed)

COMMENCING AT A FOUND DISK IN WELL, WITH A NORTHING OF 2,129,915.08, AN EASTING OF 6,062,674.97, THENCE NORTH 78° 33' 10" WEST, A DISTANCE OF 461.14 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 58.80 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 9.40 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 7.50 FEET TO A POINT; THENCE SOUTH 80° 22' 00" WEST, A DISTANCE OF 18.33 FEET TO A POINT; THENCE SOUTH 57° 03' 55" EAST, A DISTANCE OF 88.00 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 14.00 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 8.20 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 7.80 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINS 1,573 SQUARE FEET OR 0.0361 ACRES OF LAND MORE OR LESS.

PREMISES, ACCESS ROUTE, AND UTILITY TRENCH
(As-Surveyed)

A PORTION OF THAT PARCEL PER THAT CERTAIN CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT AS DESCRIBED IN EXHIBIT "B-1" RECORDED NOVEMBER 13, 1992 AS INSTRUMENT NO. 1992-370707 & A PORTION OF THAT PARCEL AS DESCRIBED IN RESOLUTION RECORDED 08/05/1942, AS BOOK 4250, PAGE 255 OF THE ALAMEDA COUNTY RECORDS, LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:

COMMENCING AT A FOUND DISK IN WELL, WITH A NORTHING OF 2,129,915.08, AN EASTING OF 6,062,674.97, THENCE NORTH 78° 33' 10" WEST, A DISTANCE OF 461.14 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 58.80 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 9.40 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 7.50 FEET TO A POINT; Attachment A to Exhibit A of Attachment 1 Agenda Report Page 10 4890‐4212‐7806 v4
THENCE SOUTH 80° 22' 00" WEST, A DISTANCE OF 18.33 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 57° 03' 55" EAST, A DISTANCE OF 130.46 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 9.98 FEET TO A POINT; THENCE NORTH 87° 04' 35" EAST, A DISTANCE OF 178.05 FEET TO A POINT; THENCE SOUTH 66° 31' 24" EAST, A DISTANCE OF 26.97 FEET TO A POINT; THENCE SOUTH 24° 14' 05" EAST, A DISTANCE OF 21.14 FEET TO A POINT; THENCE SOUTH 08° 51' 47" EAST, A DISTANCE OF 26.03 FEET TO A POINT; THENCE SOUTH 03° 32' 14" WEST, A DISTANCE OF 37.98 FEET TO A POINT; THENCE SOUTH 17° 10' 36" WEST, A DISTANCE OF 88.27 FEET TO A POINT HEREINAFTER KNOWN AS POINT 'A';
THENCE SOUTH 47° 42' 25" WEST, A DISTANCE OF 72.80 FEET TO A POINT; THENCE SOUTH 01° 21' 23" EAST, A DISTANCE OF 136.56 FEET TO THE POINT OF TERMINUS ON THE NORTHERLY PUBLIC RIGHT OF WAY OF MORGAN AVENUE;
THENCE FROM SAID POINT 'A', LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, SOUTH 18° 54' 34" WEST, A DISTANCE OF 158.76 FEET TO THE POINT OF TERMINUS; SAID PARCEL CONTAINS 12,763 SQUARE FEET OR 0.2930 ACRES OF LAND MORE OR LESS.

PROPERTY INFORMATION
OWNER: THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION AND, AS DISCLOSED IN THE PUBLIC RECORDS, HAS BEEN SINCE 02/22/1993 DEED: 93058759 & BOOK 4250, PAGE 255
APN: 048A-7002-003-03 & 050-4579-061-00
898 RED ROCK ROAD, PIEDMONT, CA
(REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK)
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 11

TOWER SURVEY

SITE LOCATION
832265

SURVEY PROCEDURES & EQUIPMENT

THE ACCURACY OF THIS SURVEY MEETS OR EXCEEDS THE
MINIMUM STANDARDS AS REQUIRED BY [STATE
REQUIREMENTS FOR BOUNDARY SURVEYS].

INSTRUMENTS USED:
- TRIMBLE R12i GNSS RECEIVER USING THE SMARTNET VRS

NETWORK
- TRIMBLE TSC7 SERIES ROBOTIC TOTAL STATION

COVER SHEET

PIEDMONT CORP YARD
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

CONTENTS

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY
SURVEY PERFORMED FOR:

SURVEY PERFORMED BY: NV5
SURVEY COORDINATED BY:

SURVEYOR'S CERTIFICATION:

I hereby certify to Gulfsouth Towers, including its parents, subsidiaries and affiliated entities, and Old Republic National Title Insurance Company.

LEASE AREA ZONING:

LEASE AREA FLOOD NOTE:

BASIS OF NORTH:

NOTES:

SITE INFORMATION:

Name

TOWER SURVEY
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET TITLE:

GEOLINE SURVEYING, INC.
13430 NW 10th Terrace, Suite A, Alachua, FL 32615
Tele: (386) 418-0500 | Fax: (386) 462-9986
Gulfsouth Towers
4580 Stephen Circle N.W., Suite 300, Canton, OH 44718
Tele: (800) 787-8397
www.nv5.com/real-estate-transaction-services
LOT LINE ADJUSTMENT, INST. NO. 1992-370707
LEGEND
X
PB
RS
M

ADDITIONAL LAND

BUILDING

ASPHALT PAVEMENT

CONTOUR - MAJOR

CONTOUR - MINOR

EASEMENT

GUIDERAIL

JURISDICTION LINE

PROPERTY LINE

PROPERTY TIE

RIGHT OF WAY

SETBACK

TREELINE WETLAND

RAILROAD TRACKS

CENTERLINE

ROAD CENTERLINE
STREAM

STREAM (DIRECTIONAL)
DITCH

CHANNEL
FENCE

CABLE TV
CABLE U.G.

COMBINED SEWER

CABLE TV & ELEC

ELECTRIC
ELECTRIC U.G. FIBER
FIBER U.G.

GAS
SEWER
STORM

TELEPHONE
TELEPHONE U.G.

UNKNOWN UTILITY WATER

IP / REBAR MONU

IP / REBAR - MONU- FOUND

CASED MONU

CASED MONU - FOUND

TRAVERSE POINT

SURVEY POINT

GRAVEL DIRT CONCRETE

RETAINING WALL
STAIRS

DOOR / GATE

DOUBLE DOOR / GATE

GATE - SLIDING
SIGNS

MAILBOX
COLUMN

UTILITY POLE
POLE

BOLLARD

METAL PLATFORM

CULVERT
HVAC

FUEL TANKS GENERATOR
TRAFFIC SIGNAL CONTR.

TRANSFORMER

TRANSFORMER PAD

CATCH BASIN
INLET

UTILITY VAULT

MANHOLE

HANDHOLE

PULL BOX

PEDESTAL

RISER METER

VALVE CLEANOUT

JUNCTION BOX

PUMP STATION

UTILITY BOX

CONTROLLER

FIRE HYDRANT

FLAG POLE
SHRUB

TREE - PALM

TREE - CONFEROUS

TREE - DECIDUOUS

GUYED POLE

VICINITY MAP - NTS

TOPO - HIGH POINT

TOPO - LOW POINT

PROPERTY TIE
CTV
CU
CS
CTV-E
E
EU
FO
FOU
G
S
STM
T
TU
UNK W
PL
CABLE, ELEC & TELE U.G. CTV-E-TU

CABLE, ELEC & TELE CTV-E-T
CABLE TV & ELEC U.G. CTV-EU
C.L.

TOWER EASEMENT

PARENT PROPERTY
PL

BREAKLINE MATCH LINE

ABBREVIATIONS

LIGHTPOLE

AREA SUMMARY
AREA SQ. FT. ACRES

PRELIMINARY
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 12 A MORGAN AVENUEB C ABBOT WAY L1 9
16 27
29 30
32 0 75 150 FT SCALE: 1" = 150'

PROPERTY OVERVIEW

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

TOWER SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers

PROPERTY INFORMATION

PARENT PARCEL A
OWNER: THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION AND, AS DISCLOSED IN THE PUBLIC RECORDS, HAS BEEN SINCE 02/22/1993 DEED: 93058759 & BOOK 4250, PAGE 255 APN: 048A-7002-003-03 APN: 050-4579-061-00 898 RED ROCK ROAD, PIEDMONT, CA

ADJACENT PARCELS C

TAY SIEW K / TAM TIMMY H
APN: 050-4579-062-00
TOWER 1A INFORMATION B

AREA SUMMARY
AREA SQ. FT. ACRES
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 13 MORGAN AVENUE L1 9
27 L2 L4 L3 L5 L6 L7 L8
L9 L10 L11 L14 L15 L16 L17
29 30
32 L12 L13 0 25 50 FT SCALE: 1" = 50'

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

TOWER SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers

EASEMENT ACCESS OVERVIEW
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 14 9 27 L1 L2 L3 L5 L4 L18 L19 L20 L21

SITE BOUNDARY

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

TOWER SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers 0 5 10 FT SCALE: 1" = 10'

AMENDED LEASE AREA
1573 SQUARE FEET
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 15

PARENT PARCEL LEGAL DESCRIPTION

PROVIDED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT NO. 01-23046636-01T - DATE: 10/16/2023 AT 7:00 A.M.

SITUATED IN THE CITY OF PIEDMONT, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHEASTERLY CORNER OF THAT CERTAIN 2.50 ACRE CONVEYED IN THE DEED FROM

REALTY SYNDICATE COMPANY, A CORPORATION TO MOUNTAIN VIEW CEMETERY ASSOCIATION, A CORPORATION, DATED DECEMBER 30, 1914 ,RECORDED JANUARY 4, 1915 IN BOOK 2297, OF DEEDS, PAGE 363, ALAMEDA COUNTY RECORDS; THENCE ALONG THE SOUTHERLY LINE OF SAID 2.50 ACRE PARCEL SOUTH 68°21' 32" WEST 95.61 FEET, THENCE SOUTH 21° 39' 28" EAST, 95.31 FEET TO A POINT IN THE NORTHERLY LINE OF MORAGA AVENUE (FORMERLY COUNTY ROAD NO. 1105); THENCE ALONG SAID NORTHERLY LINE, NORTH 82°57'32" EAST 307.83 FEET, TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE LEAVING SAID NORTHERLY LINE NORTH 30° 28' 01" EAST, 424.04 FEET; THENCE NORTH 2° 57' 32" EAST, 54.96 FEET; THENCE NORTH 71° 56' 32" EAST, 499.82 FEET; THENCE SOUTH 54°04'48" EAST, 235.05 FEET; THENCE SOUTH 26° 51' 38" EAST, 29.64 FEET; THENCE SOUTH 50°22'28" EAST, 146.09 FEET; THENCE HEADING EAST ALONG A CURVE CONCAVE TO THE NORTH A RADIUS OF 60.0 FEET, 45.88 FEET; THENCE NORTH 86° 00' 32" EAST, 77.31 FEET; THENCE HEADING EAST ALONG A CURVE CONCAVE TO THE SOUTH A RADIUS OF 100.0 FEET, 50.18 FEET; THENCE SOUTH 65° 12' 00" EAST, 12.91 FEET; THENCE HEADING EAST ALONG A CURVE CONCAVE TO THE NORTH A RADIUS OF 41.24 FEET, 25.12 FEET; THENCE SOUTH 10° 00' 00" EAST, 45.51 FEET; THENCE HEADING SOUTH ALONG A CURVE CONCAVE TO THE EAST A RADIUS OF 120.0 FEET, 15.57 FEET; THENCE SOUTH 59° 30' 00" WEST, 517.43 FEET; THENCE SOUTH 82°47'00" WEST, 92.92 FEET, THENCE HEADING SOUTH ALONG A CURVE CONCAVE TO THE EAST A RADIUS OF 146.0 FEET, 115.22 FEET; THENCE SOUTH 21° 06' 28", EAST, 172.00 FEET TO A POINT IN THE NORTHERLY LINE OF MORAGA AVENUE; THENCE ALONG SAID NORTHERLY LINE NORTH 42° 12' 28" WEST, 206.85 FEET; THENCE NORTH 57° 12' 28" WEST, 109.24 FEET; THENCE NORTH 73° 57' 28" WEST, 338.76 FEET; THENCE NORTH 87° 27' 28" WEST, 191.67 FEET TO THE TRUE POINT OF BEGINNING.

THE ABOVE LEGAL DESCRIPTION IS PURSUANT TO THAT CERTAIN CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT AS DESCRIBED IN EXHIBIT "8-1" RECORDED NOVEMBER 13, 1992 AS INSTRUMENT NO. 1992-370707 OF OFFICIAL RECORDS. TAX ID: 048A-7002-003-03 BEING THE SAME PROPERTY CONVEYED TO THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION,

GRANTEE, FROM MOUNTAIN VIEW CEMETERY ASSOCIATION, A CALIFORNIA NONPROFIT CORPORATION, GRANTOR, BY GRANT DEED RECORDED 02/22/1993, AS DOCUMENT NO. 93058759, OF THE ALAMEDA COUNTY RECORDS.

BEING THE SAME PROPERTY CONVEYED TO THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION,

GRANTEE, FROM THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION, GRANTOR, BY GRANT DEED RECORDED 04/20/1994, AS DOCUMENT NO. 94154775, OF THE ALAMEDA COUNTY RECORDS.

ACCESS PARCEL:

COMMENCING AT A POINT IN THE NORTHWESTERLY BOUNDARY LINE OF THAT CERTAIN SIXTEEN AND 668/1000

ACRE PIECE OR PARCEL OF LAND DESCRIBED IN THAT CERTAIN DEED FROM REALTY SYNDICATE COMPANY, A CORPORATION, TO MELLIE A. MAXWELL, DATED NOVEMBER 23, 1916 AND RECORDED ON JANUARY 11, 1917 IN LIBER 2319 OF DEEDS AT PAGE 260 IN THE OFFICE OF THE COUNTY RECORDER OF SAID, COUNTY OF ALAMEDA, DISTANT THEREON SOUTH 59° 30' WEST FOUR HUNDRED SIXTY-FOUR (464) FEET FROM THE MOST NORTHERLY CORNER OF SAID SIXTEEN AND 668/1000 ACRE PIECE OR PARCEL OF LAND; AND RUNNING THENCE ALONG SAID NORTHWESTERLY BOUNDARY LINE OF SAID SIXTEEN AND 668/1000 ACRE PIECE OR PARCEL OF LAND SOUTH 59° 30’ WEST FIFTY-SIX FEET; THENCE CONTINUING ALONG SAID NORTHWESTERLY BOUNDARY LINE OF SAID SIXTEEN AND 668/1000 ACRE PIECE OR PARCEL OF LAND SOUTH 82° 45' WEST EIGHTY-ONE AND 5/100 FEET; THENCE LEAVING SAID NORTHWESTERLY BOUNDARY LINE OF SAID SIXTEEN AND 668/1000 ACRE PIECE OR PARCEL OF LAND SOUTHERLY ON THE ARC OF A CIRCLE OF ONE HUNDRED THIRTY-SIX AND 71/100 FEET RADIUS, DEFLECTING TO THE LEFT OR EASTWARD, (THE CHORD OF SAID ARC BEARING SOUTH 2° 40' 53" WEST, A DISTANCE OF ONE HUNDRED THIRTEEN AND 57/100 (113.57) FEET; THENCE SOUTH 21° 07' EAST, TANGENT TO LAST MENTIONED ARC, ONE HUNDRED NINETY-FOUR AND 15/100 (194.15) FEET; THENCE NORTH 71° 28' EAST ONE HUNDRED MIGHTY-FOUR AND 44/100 (184.44) FEET; THENCE NORTH 63° 05' EAST EIGHTY-NINE AND 19/100 (89.19) FEET; THENCE NORTH 27° 46' 35" WEST ONE HUNDRED TWENTY-ONE AND 15/100 (121.15) FEET; THENCE SOUTH 61° 49' NEST NINETY-FIVE (95) FEET; AND THENCE NORTH 16° 37” WEST ONE HUNDRED SEVENTY-SIX (176) FEET TO THE POINT OF COMMENCEMENT. TAX ID: 050-4579-061 BEING THE SAME PROPERTY CONVEYED TO THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION, GRANTEE, FROM E.B. CAMPBELL, GRANTOR, BY RESOLUTION RECORDED 08/05/1942 AS BOOK 4250, PAGE 255 , OF THE ALAMEDA COUNTY RECORDS.

LEASE AREA
(AS-SURVEYED)

COMMENCING AT A FOUND DISK IN WELL, WITH A NORTHING OF 2,129,915.08, AN EASTING OF 6,062,674.97, THENCE NORTH 78° 33' 10" WEST, A DISTANCE OF 461.14 FEET TO THE POINT OF BEGINNING; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 58.80 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 9.40 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 7.50 FEET TO A POINT; THENCE SOUTH 80° 22' 00" WEST, A DISTANCE OF 18.33 FEET TO A POINT; THENCE SOUTH 57° 03' 55" EAST, A DISTANCE OF 88.00 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 14.00 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 8.20 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 7.80 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINS 1,573 SQUARE FEET OR 0.0361 ACRES OF LAND MORE OR LESS.

LEASE AREA ACCESS ROUTE & UTILITY TRENCH
(AS-SURVEYED)

COMMENCING AT A FOUND DISK IN WELL, WITH A NORTHING OF 2,129,915.08, AN EASTING OF 6,062,674.97, THENCE NORTH 78° 33' 10" WEST, A DISTANCE OF 461.14 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 58.80 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 9.40 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 7.50 FEET TO A POINT; THENCE SOUTH 80° 22' 00" WEST, A DISTANCE OF 18.33 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 57° 03' 55" EAST, A DISTANCE OF 130.46 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 9.98 FEET TO A POINT; THENCE NORTH 87° 04' 35" EAST, A DISTANCE OF 178.05 FEET TO A POINT; THENCE SOUTH 66° 31' 24" EAST, A DISTANCE OF 26.97 FEET TO A POINT; THENCE SOUTH 24° 14' 05" EAST, A DISTANCE OF 21.14 FEET TO A POINT; THENCE SOUTH 08° 51' 47" EAST, A DISTANCE OF 26.03 FEET TO A POINT; THENCE SOUTH 03° 32' 14" WEST, A DISTANCE OF 37.98 FEET TO A POINT; THENCE SOUTH 17° 10' 36" WEST, A DISTANCE OF 88.27 FEET TO A POINT HEREINAFTER KNOWN AS POINT 'A'; THENCE SOUTH 47° 42' 25" WEST, A DISTANCE OF 72.80 FEET TO A POINT; THENCE SOUTH 01° 21' 23" EAST, A DISTANCE OF 136.56 FEET TO THE POINT OF TERMINUS ON THE NORTHERLY PUBLIC RIGHT OF WAY OF MORGAN AVENUE;
THENCE FROM SAID POINT 'A', LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, SOUTH 18° 54' 34" WEST, A DISTANCE OF 158.76 FEET TO THE POINT OF TERMINUS; SAID PARCEL CONTAINS 12,763 SQUARE FEET OR 0.2930 ACRES OF LAND MORE OR LESS.

LEGAL DESCRIPTIONS

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

TOWER SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers

SCHEDULE B II

PROVIDED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT NO. 01-23046636-01T - DATE: 10/16/2023 AT 7:00 A.M.

14. CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT, RECORDED 11/13/1992, AS DOCUMENT NO. 1992-370707, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

15. MEMORANDUM OF LEASE BY AND BETWEEN MOUNTAIN VIEW CEMETERY ASSOCIATION, LESSOR, AND BAY AREA CELLULAR TELEPHONE COMPANY, LESSEE, RECORDED 06/20/1996, AS DOCUMENT NO. 96149948, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

16. GRANT OF SEWER EASEMENT IN FAVOR OF ARNOLD W. LEVINE AND MARY B. LEVINE, RECORDED 09/07/2010, AS DOCUMENT NO. 2010258887, OF THE ALAMEDA COUNTY RECORDS. (ITS LOCATION IS SHOWN)

17. MEMORANDUM OF LEASE BY AND BETWEEN GST CAPITAL PARTNERS, LLC, LANDLORD, AND NEW CINGULAR WIRELESS PCS, LLC, TENANT, RECORDED 08/10/2021, AS DOCUMENT NO. 2021273291, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)
ITEMS 18 THROUGH 21. (NOT A SURVEY MATTER)

22. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, SET BACK LINES, EASEMENTS AND RIGHTS OF WAYS, IF ANY, SET FORTH ON THE MAP OF MOUNTAIN VIEW CEMETERY, RECORDED IN BOOK 43, PAGE 17A, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

23. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, SET BACK LINES, EASEMENTS AND RIGHTS OF WAYS, IF ANY, SET FORTH ON THE MAP, RECORDED IN BOOK 185, PAGE 71, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

24. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, SET BACK LINES, EASEMENTS AND RIGHTS OF WAYS, IF ANY, SET FORTH ON THE MAP, RECORDED IN BOOK 204, PAGE 32, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

25. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, SET BACK LINES, EASEMENTS AND RIGHTS OF WAYS, IF ANY, SET FORTH ON THE MAP, RECORDED IN BOOK 204, PAGE 42, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

26. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, SET BACK LINES, EASEMENTS AND RIGHTS OF WAYS, IF ANY, SET FORTH ON THE MAP, RECORDED IN BOOK 204, PAGE 46, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

27. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, SET BACK LINES, EASEMENTS AND

RIGHTS OF WAYS, IF ANY, SET FORTH ON THE RECORD OF SURVEY FOR MOUNTAIN VIEW CEMETERY ASSOCIATION, RECORDED IN BOOK 3, PAGE 7, OF THE ALAMEDA COUNTY RECORDS. (ITS LOCATION IS SHOWN)

28. RESTRICTIONS AND CONDITIONS AS CONTAINED IN RESOLUTION, RECORDED 08/05/1942 AS BOOK 4250, PAGE 255 OF THE ALAMEDA COUNTY RECORDS. – PERTAINS TO ACCESS PARCEL (ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

29. SEWER EASEMENT, RECORDED 10/03/1947 AS BOOK 5209, PAGE 346 OF THE ALAMEDA COUNTY RECORDS. –

PERTAINS TO ACCESS PARCEL
(ITS LOCATION IS SHOWN)

30. EASEMENT AS CONTAINED IN RESOLUTION, RECORDED 10/03/1947 AS BOOK 5209, PAGE 347 OF THE ALAMEDA COUNTY RECORDS. – PERTAINS TO ACCESS PARCEL
(ITS LOCATION IS SHOWN)

31. RIGHT OF WAY TO THE CITY OF PIEDMONT, RECORDED 01/14/1965 AS BOOK 1569, PAGE 748 OF THE ALAMEDA COUNTY RECORDS. – PERTAINS TO ACCESS PARCEL
(IT IS NOT ON, DOES NOT TOUCH, AND/OR - BASED ON THE DESCRIPTION CONTAINED IN THE RECORD DOCUMENT - DOES NOT AFFECT, THE SURVEYED PROPERTY)

32. RIGHT OF WAY TO THE CITY OF PIEDMONT, RECORDED 11/26/1965 AS BOOK 1651, PAGE 242 OF THE ALAMEDA COUNTY RECORDS. – PERTAINS TO ACCESS PARCEL
(ITS LOCATION IS SHOWN)

SCHEDULE B II

PROVIDED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT NO. 01-23046636-01T - DATE: 10/16/2023 AT 7:00 A.M.

ITEMS 1 THROUGH 8.
(NOT A SURVEY MATTER)

9. EASEMENT RECORDED 07/21/1925, AS DOCUMENT NO. 1925-U60215, OF THE ALAMEDA COUNTY RECORDS.

10. DECLARATION OF DEDICATION OF CEMETERY PROPERTY, RECORDED 01/02/1973, AS DOCUMENT NO. 1973-000412, OF THE ALAMEDA COUNTY RECORDS.
(ITS LOCATION IS SHOWN)

11. DECLARATION OF DEDICATION OF CEMETERY PROPERTY, RECORDED 10/23/1978, AS DOCUMENT NO. 1978-205507, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

AS-BUILT SURVEY

SITE LOCATION
832265

SURVEY PROCEDURES & EQUIPMENT

THE ACCURACY OF THIS SURVEY MEETS OR EXCEEDS THE
MINIMUM STANDARDS AS REQUIRED BY [STATE
REQUIREMENTS FOR BOUNDARY SURVEYS].

INSTRUMENTS USED:
- TRIMBLE R12i GNSS RECEIVER USING THE SMARTNET VRS

NETWORK
- TRIMBLE TSC7 SERIES ROBOTIC TOTAL STATION

COVER SHEET

PIEDMONT CORP YARD
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

CONTENTS

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY
SURVEY PERFORMED FOR:

SURVEY PERFORMED BY: NV5
SURVEY COORDINATED BY:

SURVEYOR'S CERTIFICATION:

I hereby certify to Gulfsouth Towers, including its parents, subsidiaries and affiliated entities, and Old Republic National Title Insurance Company.

LEASE AREA ZONING:

LEASE AREA FLOOD NOTE:

BASIS OF NORTH:

NOTES:

SITE INFORMATION:

Name

AS-BUILT SURVEY
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET TITLE:

ADDITIONAL LAND

BUILDING

ASPHALT PAVEMENT

CONTOUR - MAJOR

CONTOUR - MINOR

EASEMENT

GUIDERAIL

JURISDICTION LINE

PROPERTY LINE

PROPERTY TIE

RIGHT OF WAY

SETBACK

TREELINE WETLAND

RAILROAD TRACKS

CENTERLINE

ROAD CENTERLINE
STREAM

STREAM (DIRECTIONAL)
DITCH

CHANNEL
FENCE

CABLE TV
CABLE U.G.

COMBINED SEWER

CABLE TV & ELEC

ELECTRIC
ELECTRIC U.G. FIBER
FIBER U.G.

GAS
SEWER
STORM

TELEPHONE
TELEPHONE U.G.

UNKNOWN UTILITY WATER

IP / REBAR MONU

IP / REBAR - MONU- FOUND

CASED MONU

CASED MONU - FOUND

TRAVERSE POINT

SURVEY POINT

GRAVEL DIRT CONCRETE

RETAINING WALL
STAIRS

DOOR / GATE

DOUBLE DOOR / GATE

GATE - SLIDING
SIGNS

MAILBOX
COLUMN

UTILITY POLE
POLE

BOLLARD

METAL PLATFORM

CULVERT
HVAC

FUEL TANKS GENERATOR
TRAFFIC SIGNAL CONTR.

TRANSFORMER

TRANSFORMER PAD

CATCH BASIN
INLET

UTILITY VAULT

MANHOLE

HANDHOLE

PULL BOX

PEDESTAL

RISER METER

VALVE CLEANOUT

JUNCTION BOX

PUMP STATION

UTILITY BOX

CONTROLLER

FIRE HYDRANT

FLAG POLE
SHRUB

TREE - PALM

TREE - CONFEROUS

TREE - DECIDUOUS

GUYED POLE

VICINITY MAP - NTS

TOPO - HIGH POINT

TOPO - LOW POINT

PROPERTY TIE
CTV
CU
CS
CTV-E
E
EU
FO
FOU
G
S
STM
T
TU
UNK W
PL
CABLE, ELEC & TELE U.G. CTV-E-TU

CABLE, ELEC & TELE CTV-E-T
CABLE TV & ELEC U.G. CTV-EU
C.L.

TOWER EASEMENT

PARENT PROPERTY
PL

BREAKLINE MATCH LINE

ABBREVIATIONS

LIGHTPOLE

AREA SUMMARY
AREA SQ. FT. ACRES

PRELIMINARY
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 17 W
PRV
PRV M W A MORGAN AVENUEB C ABBOT WAY L1 9
16 27
29 30
32 0 75 150 FT SCALE: 1" = 150'

PROPERTY OVERVIEW

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

AS-BUILT SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers

PROPERTY INFORMATION

ADJACENT PARCELS C

TAY SIEW K / TAM TIMMY H
APN: 050-4579-062-00
TOWER 1A INFORMATION B

AREA SUMMARY
AREA SQ. FT. ACRES
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 18 W
PRV
PRV M W MORGAN AVENUE L1 9
27 L2 L4 L3 L5 L6 L7 L8
L9 L10 L11 L14 L15 L16 L17
29 30
32 L12 L13 0 25 50 FT SCALE: 1" = 50'

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

AS-BUILT SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers

EASEMENT ACCESS OVERVIEW
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 19 9 27 L1 L2 L3 L5 L4 L18 L19 L20 L21

SITE BOUNDARY

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

AS-BUILT SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers 0 5 10 FT SCALE: 1" = 10'
1573 SQUARE FEET

AMENDED LEASE AREA
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 20 9 27 L1 L3 L5 L4 L2 L18 L19 L20 L21

SITE DETAIL

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

AS-BUILT SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers 0 5 10 FT SCALE: 1" = 10'

AMENDED LEASE AREA
1573 SQUARE FEET
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 21

PARENT PARCEL LEGAL DESCRIPTION

PROVIDED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT NO. 01-23046636-01T - DATE: 10/16/2023 AT 7:00 A.M.

SITUATED IN THE CITY OF PIEDMONT, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHEASTERLY CORNER OF THAT CERTAIN 2.50 ACRE CONVEYED IN THE DEED FROM

GRANTEE, FROM MOUNTAIN VIEW CEMETERY ASSOCIATION, A CALIFORNIA NONPROFIT CORPORATION, GRANTOR, BY GRANT DEED RECORDED 02/22/1993, AS DOCUMENT NO. 93058759, OF THE ALAMEDA COUNTY RECORDS.

BEING THE SAME PROPERTY CONVEYED TO THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION,

GRANTEE, FROM THE CITY OF PIEDMONT, A CALIFORNIA MUNICIPAL CORPORATION, GRANTOR, BY GRANT DEED RECORDED 04/20/1994, AS DOCUMENT NO. 94154775, OF THE ALAMEDA COUNTY RECORDS.

ACCESS PARCEL:

COMMENCING AT A POINT IN THE NORTHWESTERLY BOUNDARY LINE OF THAT CERTAIN SIXTEEN AND 668/1000

LEASE AREA
(AS-SURVEYED)

COMMENCING AT A FOUND DISK IN WELL, WITH A NORTHING OF 2,129,915.08, AN EASTING OF 6,062,674.97, THENCE NORTH 78° 33' 10" WEST, A DISTANCE OF 461.14 FEET TO THE POINT OF BEGINNING; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 58.80 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 9.40 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 7.50 FEET TO A POINT; THENCE SOUTH 80° 22' 00" WEST, A DISTANCE OF 18.33 FEET TO A POINT; THENCE SOUTH 57° 03' 55" EAST, A DISTANCE OF 88.00 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 14.00 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 8.20 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 7.80 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINS 1,573 SQUARE FEET OR 0.0361 ACRES OF LAND MORE OR LESS.

LEASE AREA ACCESS ROUTE & UTILITY TRENCH
(AS-SURVEYED)

COMMENCING AT A FOUND DISK IN WELL, WITH A NORTHING OF 2,129,915.08, AN EASTING OF 6,062,674.97, THENCE NORTH 78° 33' 10" WEST, A DISTANCE OF 461.14 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 58.80 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 9.40 FEET TO A POINT; THENCE NORTH 57° 03' 55" WEST, A DISTANCE OF 7.50 FEET TO A POINT; THENCE SOUTH 80° 22' 00" WEST, A DISTANCE OF 18.33 FEET TO A POINT; THENCE SOUTH 32° 56' 05" WEST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 57° 03' 55" EAST, A DISTANCE OF 130.46 FEET TO A POINT; THENCE NORTH 32° 56' 05" EAST, A DISTANCE OF 9.98 FEET TO A POINT; THENCE NORTH 87° 04' 35" EAST, A DISTANCE OF 178.05 FEET TO A POINT; THENCE SOUTH 66° 31' 24" EAST, A DISTANCE OF 26.97 FEET TO A POINT; THENCE SOUTH 24° 14' 05" EAST, A DISTANCE OF 21.14 FEET TO A POINT; THENCE SOUTH 08° 51' 47" EAST, A DISTANCE OF 26.03 FEET TO A POINT; THENCE SOUTH 03° 32' 14" WEST, A DISTANCE OF 37.98 FEET TO A POINT; THENCE SOUTH 17° 10' 36" WEST, A DISTANCE OF 88.27 FEET TO A POINT HEREINAFTER KNOWN AS POINT 'A'; THENCE SOUTH 47° 42' 25" WEST, A DISTANCE OF 72.80 FEET TO A POINT; THENCE SOUTH 01° 21' 23" EAST, A DISTANCE OF 136.56 FEET TO THE POINT OF TERMINUS ON THE NORTHERLY PUBLIC RIGHT OF WAY OF MORGAN AVENUE;
THENCE FROM SAID POINT 'A', LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, SOUTH 18° 54' 34" WEST, A DISTANCE OF 158.76 FEET TO THE POINT OF TERMINUS; SAID PARCEL CONTAINS 12,763 SQUARE FEET OR 0.2930 ACRES OF LAND MORE OR LESS.

LEGAL DESCRIPTIONS

PIEDMONT CORP YARD
832265
898 RED ROCK ROAD,
PIEDMONT, CA 94611

ALAMEDA COUNTY

AS-BUILT SURVEY
SITE INFORMATION:

Name
SITE LOCATED IN:

REV DATE DESCRIPTION DRWN
BUN
Address
County
SHEET:

LOT LINE ADJUSTMENT, INST. NO. 1992-370707
SURVEY PERFORMED FOR:

Gulfsouth Towers

SCHEDULE B II

PROVIDED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT NO. 01-23046636-01T - DATE: 10/16/2023 AT 7:00 A.M.

14. CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT, RECORDED 11/13/1992, AS DOCUMENT NO. 1992-370707, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

16. GRANT OF SEWER EASEMENT IN FAVOR OF ARNOLD W. LEVINE AND MARY B. LEVINE, RECORDED 09/07/2010, AS DOCUMENT NO. 2010258887, OF THE ALAMEDA COUNTY RECORDS. (ITS LOCATION IS SHOWN)

27. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, SET BACK LINES, EASEMENTS AND

RIGHTS OF WAYS, IF ANY, SET FORTH ON THE RECORD OF SURVEY FOR MOUNTAIN VIEW CEMETERY ASSOCIATION, RECORDED IN BOOK 3, PAGE 7, OF THE ALAMEDA COUNTY RECORDS. (ITS LOCATION IS SHOWN)

29. SEWER EASEMENT, RECORDED 10/03/1947 AS BOOK 5209, PAGE 346 OF THE ALAMEDA COUNTY RECORDS. –

PERTAINS TO ACCESS PARCEL
(ITS LOCATION IS SHOWN)

30. EASEMENT AS CONTAINED IN RESOLUTION, RECORDED 10/03/1947 AS BOOK 5209, PAGE 347 OF THE ALAMEDA COUNTY RECORDS. – PERTAINS TO ACCESS PARCEL
(ITS LOCATION IS SHOWN)

32. RIGHT OF WAY TO THE CITY OF PIEDMONT, RECORDED 11/26/1965 AS BOOK 1651, PAGE 242 OF THE ALAMEDA COUNTY RECORDS. – PERTAINS TO ACCESS PARCEL
(ITS LOCATION IS SHOWN)

SCHEDULE B II

PROVIDED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT NO. 01-23046636-01T - DATE: 10/16/2023 AT 7:00 A.M.

ITEMS 1 THROUGH 8.
(NOT A SURVEY MATTER)

9. EASEMENT RECORDED 07/21/1925, AS DOCUMENT NO. 1925-U60215, OF THE ALAMEDA COUNTY RECORDS.

10. DECLARATION OF DEDICATION OF CEMETERY PROPERTY, RECORDED 01/02/1973, AS DOCUMENT NO. 1973-000412, OF THE ALAMEDA COUNTY RECORDS.
(ITS LOCATION IS SHOWN)

11. DECLARATION OF DEDICATION OF CEMETERY PROPERTY, RECORDED 10/23/1978, AS DOCUMENT NO. 1978-205507, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)

12. DECLARATION OF DEDICATION, RECORDED 12/09/1988, AS DOCUMENT NO. 1988-315069, OF THE ALAMEDA COUNTY RECORDS.
(ITEM IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY)
Attachment A to Exhibit A of Attachment 1 Agenda Report Page 22 Attachment A to Exhibit A of Attachment 1 Agenda Report Page 23 25',1$1&(1216
$125',1$1&($33529,1*$*5281'/($6($1':,5(/(66
7(/(&20081,&$7,216$*5((0(17:,7+*67&$3,7$/3$571(56//&)25 86(2)3257,212)&25325$7,21<$5'$7
5('52&.52$'
7KH&LW\&RXQFLORIWKH&LW\RI3LHGPRQWKHUHE\RUGDLQVDVIROORZV
6(&7,21
7KH*URXQG/HDVHDQG:LUHOHVV7HOHFRPPXQLFDWLRQV$JUHHPHQWEHWZHHQWKH&LW\RI3LHGPRQW DVODQGORUGDQG*67&DSLWDO3DUWQHUV//&DVWHQDQWIRUXVHRIDSRUWLRQRIWKH&LW\&RUSRUDWLRQ <DUGDW
5HG5RFN5RDG3LHGPRQW&DOLIRUQLD
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03693173
City of Piedmont and GST Capital Partners, LLC Lease

Page 28 of 29 ends

OAK #4825-6065-0931 v8

EXHIBIT A

PROPERTY DESCRIPTION
The land described herein is situated in the State of California, County of Alameda, City of Piedmont, and is described as follows:

An approximately 11.6 acre parcel of land located at 898 Red Rock Road, Piedmont, CA 94611 and operated as the City of Piedmont’s Corporate Yard, all as shown on Exhibit B.

Attachment 2 Agenda Report Page 53

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.REPRODUCTION OR CAUSING TO BE REPRODUCED

THE WHOLE OR ANY PART OF THESE DRAWINGS

WITHOUT THE PERMISSION OF THE DELTA OAKS
GROUP, PLLC IS PROHIBITED.

CA-2016003 PIEDMONT

CORPORATE YARD
SITE NAME:

SITE ADDRESS:

T-MOBILE SITE ID:

SHEET TITLE

SHEET NUMBER
PREPARED BY:PREPARED FOR:

SF92372A
DRAWN BY:

CHECKED BY:

APPV'D:

PROJECT NO:

CH
BJW
WRB
19-02396

DATE DESCRIPTION

PRELIMINARY
REV
0 ISSUED BY
BJW
898 RED ROCK ROAD
PIEDMONT, CA 94611
D BY:
01/27/21
MICHAEL L. LASSITER, P.E.

CALIFORNIA LICENSE NO. C63329

PRELIMINARY FOR

REVIEW ONLY
03/17/2006/26/20 PRELIMINARY 1 BJW
10/23/20 PRELIMINARY 2 BJW11/02/20 PRELIMINARY 3 BJW12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW01/19/21 PRELIMINARY 6 BJW01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW

OVERALL SITE LAYOUT
C-1.1
NOTES

1. SEE GENERAL NOTES ON SHEET GN-1

2. THIS OVERALL SITE LAYOUT WAS PREPARED BASED A TOPOGRAPHIC SURVEY PERFORMED BY CINQUINI & PASSARINO, INC. LANDSURVEYING AS PROVIDED BY THE CITY OF PIEDMONT. 40 0 80 160

OVERALL SITE LAYOUT
11" X 17": 1" = 80'

SITE DATA TABLE
PROJECT AREA:DISTURBED AREA:PARCEL AREA:

ZONING:

PROPOSED USE:BUILDING FOOTPRINT:PARKING REQUIRED:

0.030 ACRES (1,314 SF)0.020 ACRES (900 SF)

11.6 ACRES

PUBLIC FACILITIES (PF)
95-FT MONOPOLE TELECOMMUNICATIONS FACILITY
N/AN/A

AERIAL IMAGE
APPROX. TOWER

LOCATION
PROPOSED GST 95' MONOPOLE TOWER
(SEE TOWER PROFILE, SHEET C-2.2)

SUBJECT PROPERTY LINE

MORAGA AVENUE

SUBJECT PROPERTY
PARCEL ID: 48A-7002-3-3
APN BOOK 48A, PG 7002
ZONING: PUBLIC FACILITIES

RED ROCK ROAD
120 0 240 480

OVERALL PARCEL BOUNDARY
11" X 17": 1" = 240'

ABBOTT WAY

MORAGA AVENUE
2 3
4 5
7 6
1 # PARCEL NUMBER
1 48A-7002-3-5
2 3
45 6
7 ADJOINING PROPERTY OWNERS:

ZONED
-
50-4579-15-1
50-4579-24
SF

SFSFSFSFSF
50-4579-64
50-4579-62
50-4579-61
50-4579-80

SUBJECT PROPERTY LINE

SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE

SUBJECT PROPERTY LINE

EXISTING NEIGHBORING
PROPERTY LINE (TYP.)

EXISTING CHAINLINK
FENCE (TYP.)
PROPOSED CONCRETERETAINING WALL (TYP.)
(SEE DETAIL, SHEET C-5)

EXISTING EDGE OF
PAVEMENT (TYP.)

EXISTING

PARKING LOT

EXISTING
BUILDING (TYP.)

EXISTING

PARKING LOT

EXISTING STORM

DRAIN MANHOLES
(TYP.)

EXISTING TREE
(TYP.)

EXISTING

PARKING LOT

EXISTING OVERHEAD
UTILITY LINE (TYP.) SUBJECT PROPERTY LINE

SUBJECT PROPERTY LINE

MORAGA AVENUE RED ROCK ROAD

EXISTING ATHLETIC
FIELDS

PROPOSED GST TOWER

LEASE AREA

LIMITS OF FIELD

EXPANSION

STUDY AREA

EXISTING UTILITY
POLE (TYP.)

EXISTING LIGHT
(TYP.)

ADJOINING

PROPERTY LINE
PROPOSED GST 95'MONOPOLE TOWER
PROPOSED 14.5' x 36.5'FIRE TRUCK STORAGE
AREA
394'±
251'± 278'±
423'±
PROPOSED 10' WIDE

GST ACCESS ROAD
Attachment
2 Agenda Report Page 54
03693173
City of Piedmont and GST Capital Partners, LLC Lease

Page 29 of 29 ends

OAK #4825-6065-0931 v8

EXHIBIT B

PROJECT APPLICATION, SPECIFICATION AND LAND USE APPROVALS Attachment 2 Agenda Report Page 55
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. GENERAL NOTES ZONING DRAWINGS GST CAPITAL PARTNERS, LLC 330 MARSHALL STREET, STE 300 SHREVEPORT, LA 71101 GST SITE NAME PIEDMONT CORPORATE YARD T-MOBILE SITE ID SF92372A SITE ADDRESS 898 RED ROCK ROAD PIEDMONT, CA 94611 PROPOSED 95-FT MONOPOLE TOWER CODE COMPLIANCE PROJECT CONTACT DIRECTORY 1. UNIFORM CONSTRUCTION CODE (UCC) 2. ANSI/TIA-222-H 3. NATIONAL ELECTRIC CODE 4. LOCAL BUILDING CODE 5. CITY/COUNTY ORDINANCES 6. 2018 INTERNATIONAL BUILDING CODE 7. 2018 INTERNATIONAL FUEL GAS CODE 8. 2019 CALIFORNIA FIRE CODE 9. 2019 CALIFORNIA PLUMBING CODE 10. 2019 CALIFORNIA MECHANICAL CODE 11. 2019 CALIFORNIA ENERGY CODE 12. 2019 CALIFORNIA ELECTRICAL CODE 13. 2019 CALIFORNIA REFERENCED STANDARDS CODE USA NORTH 811, INC. CALL 811 48 HOURS BEFORE YOU DIG 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 THE LATEST EDITIONS OF THE FOLLOWING: SITE OVERVIEW DIRECTIONS FROM THE OAKLAND INTERNATIONAL AIRPORT, OAKLAND, CA: GET ON I-880 N FROM 98TH AVE 1.8 MILES. HEAD SOUTH ON RON COWAN PARKWAY TOWARD JOHN GLENN DRIVE 213 FT. USE THE LEFT 2 LANES TO TURN LEFT ONTO THE RAMP TO INTERSTATE 880/ DOWNTOWN OAKLAND 0.3 MILES. MERGE ONTO BESSIE COLEMAN DRIVE 0.2 MILES. KEEP LEFT TO CONTINUE ON 98TH AVENUE 1.0 MILES. USE THE RIGHT 2 LANES TO TAKE THE INTERSTATE 880 N RAMP TO DOWNTOWN/OAKLAND 0.2 MILES. CONTINUE ON I-880 N. TAKE CA-24 E TO MORAGA AVE. TAKE EXIT 4 FROM CA-13 S 13.4 MILES. MERGE ONTO I-880 N 6.9 MILES. USE THE RIGHT 2 LANES TO TAKE EXIT 42A FOR I-980 TOWARD CA-24/WALNUT CREEK 0.2 MILES. CONTINUE ONTO I-980 E 1.2 MILES. KEEP LEFT TO CONTINUE ON CA-24 E 3.5 MILES. TAKE THE EXIT ONTO CA-13 S TOWARD HAYWARD 1.3 MILES. TAKE EXIT 4 FOR MORAGA AVENUE W 0.2 MILES. CONTINUE ON MORAGA AVE TO YOUR DESTINATION IN PIEDMONT 0.8 MILES. MERGE ONTO MORAGA AVE 0.7 MILES. TURN RIGHT ONTO RED ROCK RD 256 FT. TURN LEFT 233 FT AND THE SITE IS BE ON YOUR RIGHT AT APPROX. COORDINATES 37° 49' 54.8" N, 122° 13' 46.2" W. R TYPE OF OCCUPANCY: TOWER TYPE: TOWER HEIGHT: TOWER LATITUDE: TOWER LONGITUDE: ZONING JURISDICTION: COUNTY: PARCEL ID: APN BOOK & PAGE: ZONED: PROJECT AREA: DISTURBED AREA: POWER COMPANY: TELCO COMPANY: LAND OWNER: CARRIER: TOWER OWNER: SITE ENGINEER: MUNICIPALITY: SHEET INDEX DESCRIPTION CITY OF PIEDMONT 120 VISTA AVENUE PIEDMONT, CA 94611 (510) 420-3040 T-MOBILE (3) ADDITIONAL FUTURE CARRIERS, TBD GST CAPITAL PARTNERS, LLC 330 MARSHALL STREET, STE 300 SHREVEPORT, LA 71101 (318) 614-3369 DELTA OAKS GROUP CONTACT: BRANDON WALLER, PE 4904 PROFESSIONAL COURT, 2ND FLOOR RALEIGH, NC 27609 (919) 342-8247 CITY OF PIEDMONT PLANNING & BUILDING DEPARTMENT 120 VISTA AVENUE PIEDMONT, CA 94611 (510) 658-3167 DESCRIPTION SHEET NO. SHEET NO. TELECOMMUNICATIONS MONOPOLE 95-FT +/- 37°49' 54.8" (N 37.83188°) -122° 13' 46.2" (W 122.2295°) CITY OF PIEDMONT ALAMEDA 48A-7002-3-3 48A & 7002 ZONE B 1,314 SF 900 SF TBD TBD VICINITY MAP LOCAL MAP SITE SITE GST SITE ID CA-2016003 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW TITLE SHEET T-1 Attachment
2 Agenda Report Page 56
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW OVERALL SITE LAYOUT C-1.1 NOTES 1. SEE GENERAL NOTES ON SHEET GN-1 2. THIS OVERALL SITE LAYOUT WAS PREPARED BASED A TOPOGRAPHIC SURVEY PERFORMED BY CINQUINI & PASSARINO, INC. LAND SURVEYING AS PROVIDED BY THE CITY OF PIEDMONT. 40 0 80 160 OVERALL SITE LAYOUT 11" X 17": 1" = 80' SITE DATA TABLE PROJECT AREA: DISTURBED AREA: PARCEL AREA: ZONING: PROPOSED USE: BUILDING FOOTPRINT: PARKING REQUIRED: 0.030 ACRES (1,314 SF) 0.020 ACRES (900 SF) 11.6 ACRES PUBLIC FACILITIES (PF) 95-FT MONOPOLE TELECOMMUNICATIONS FACILITY N/A N/A AERIAL IMAGE APPROX. TOWER LOCATION PROPOSED GST 95' MONOPOLE TOWER (SEE TOWER PROFILE, SHEET C-2.2) SUBJECT PROPERTY LINE MORAGA AVENUE SUBJECT PROPERTY PARCEL ID: 48A-7002-3-3 APN BOOK 48A, PG 7002 ZONING: PUBLIC FACILITIESRED ROCK ROAD 120 0 240 480 OVERALL PARCEL BOUNDARY 11" X 17": 1" = 240' ABBOTT WAY MORAGA AVENUE 2 3 4 5 7 6 1 # PARCEL NUMBER 1 48A-7002-3-5 234567 ADJOINING PROPERTY OWNERS:ZONED - 50-4579-15-1 50-4579-24 SFSFSFSFSFSF 50-4579-64 50-4579-62 50-4579-61 50-4579-80 SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE SUBJECT PROPERTY LINEEXISTING NEIGHBORING PROPERTY LINE (TYP.) EXISTING CHAINLINK FENCE (TYP.) PROPOSED CONCRETE RETAINING WALL (TYP.) (SEE DETAIL, SHEET C-5) EXISTING EDGE OF PAVEMENT (TYP.) EXISTING PARKING LOT EXISTING BUILDING (TYP.) EXISTING PARKING LOT EXISTING STORM DRAIN MANHOLES (TYP.) EXISTING TREE (TYP.) EXISTING PARKING LOT EXISTING OVERHEAD UTILITY LINE (TYP.) SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE MORAGA AVENUE RED ROCK ROAD EXISTING ATHLETIC FIELDS PROPOSED GST TOWER LEASE AREA LIMITS OF FIELD EXPANSION STUDY AREA EXISTING UTILITY POLE (TYP.) EXISTING LIGHT (TYP.) ADJOINING PROPERTY LINE PROPOSED GST 95' MONOPOLE TOWER PROPOSED 14.5' x 36.5' FIRE TRUCK STORAGE AREA 394'± 251'± 278'±423'± PROPOSED 10' WIDE GST ACCESS ROAD Attachment
2 Agenda Report Page 57
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW 0 10 20 SITE PLAN 11" X 17": 1" = 10' LEGEND EXISTING CONTOUR (MINOR) EXISTING CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) PROPOSED CONTOUR (MAJOR) PROPERTY LINE/ROW PROPOSED LEASE AREA WATERBODY EXISTING FENCE PROPOSED FENCE ROADWAY CENTERLINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT OVERHEAD UTILITY UNDERGROUND UTILITY UNDERGROUND TELCO UNDERGROUND WATER EXISTING SLOPE/DRAINAGE PROPOSED SLOPE/DRAINAGE PROPOSED SPOT ELEV EXISTING SPOT ELEV SITE PLAN C-1.2 5 PROPOSED CONC. FILLED STL. TRAFFIC BOLLARDS (TYP. OF 4) T-MOBILE ANTENNA WOOD POLE (TO BE REMOVED) 4' STL. BOLLARD (TYP. TOTAL OF 4) (TO BE REMOVED) PROPOSED GST 95' MONOPOLE TOWER (SEE TOWER PROFILE, SHEET C-2.2) PROPOSED H-FRAME (SEE DETAIL, SHEET E-1) EXISTING CHAINLINK FENCE (TYP.) EXISTING EDGE OF PAVEMENT (TYP.) T-MOBILE CABINET CONCRETE PAD AND EQUIPMENT (TO BE REMOVED) EXISTING LIGHT POLE (TYP.) EXISTING SHED EXISTING CHAINLINK FENCE (TO BE REMOVED) ASPHALT PAVEMENT UNDEVELOPED SLOPED ASPHALT PAVEMENT 430432 434 436 438 428 426424 420 422 416 LIMITS OF FIELD EXPANSION STUDY AREA PROPOSED 10' WIDE SWING GATE (TYP.) EXISTING STORAGE CONTAINER 415.00 415.65 144.15 144.15 417.60 TW= 422.00 BW= 416.30 TW= 424.00 BW= 418.00 TW= 417.00 BW= 416.20 TW= 422.50 BW= 417.15 410 417 410 417 423 417 3% 3%3% 416 EXISTING ASPHALT WITHIN PROPOSED LEASE AREA TO BE REMOVED 418 410 414 414 EXISTING TREE (TYP.) EXISTING TREE WITHIN PROPOSED LEASE AREA (TYP.) (TO BE REMOVED) 424 PROPOSED ICE BRIDGE (TYP.) (OTHER CARRIER) PROPOSED CONCRETE RETAINING WALL (TYP.) (SEE DETAIL, SHEET C-5) NOTES 1. SEE GENERAL NOTES ON SHEET GN-1 2. THIS SITE PLAN WAS PREPARED USING SURVEY ENTITLED "PIEDMONT CORP YARD" AS PREPARED BY NEVADA CITY ENGINEERING, INC. DATED 08/08/17, AND A TOPOGRAPHIC SURVEY PERFORMED BY CINQUINI & PASSARINO, INC. LAND SURVEYING AS PROVIDED BY THE CITY OF PIEDMONT. 20.0' 426 428430432 434 436 438 440 442 444 422 TW= 421.50 BW= 417.80 EXISTING CHAINLINK FENCE (TO BE REMOVED) 21.6' 20.0' PROPOSED 14.5' x 36.5' FIRE TRUCK STORAGE AREA EXISTING CONCRETE PAD 20.0' 21.8' PROPOSED 10' X 15' T-MOBILE SUBLEASE AREA PROPOSED 10' X 15' SUBLEASE AREA (OTHER CARRIER) PROPOSED CHAINLINK FENCE (TO CONNECT EXISTING) 425 423 421 417 416.15 418 419 TW= 420.0 BW= 417.80 19.5' 3.8' 10.0' PROPOSED 10' WIDE GST ACCESS ROAD PROPOSED GST TOWER LEASE AREA 14.5' 36.5' PROPOSED T-MOBILE ICE BRIDGE (SEE DETAIL, SHEET E-2) PROPOSED 10' X 15' SUBLEASE AREA (OTHER CARRIER) PROPOSED 10' X 15' SUBLEASE AREA (OTHER CARRIER) Attachment
2 Agenda Report Page 58
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW COMPOUND LAYOUT C-2.1 COMPOUND LAYOUT 11" X 17": 1"=6' 3 0 6 12 PROPOSED FENCED COMPOUND WITHIN PROPOSED LEASE AREA (SEE DETAIL, SHEET C-3 & C-4) PROPOSED GST 95' MONOPOLE TOWER (SEE TOWER PROFILE, SHEET C-2.2) PROPOSED H-FRAME (SEE DETAIL, SHEET E-1) EXISTING CHAINLINK FENCE (TO BE REMOVED) PROPOSED 10' WIDE SWING GATE (TYP.) PROPOSED CONCRETE RETAINING WALL (TYP.) (SEE DETAIL, SHEET C-5) EXISTING EDGE OF PAVEMENT; ALL PAVEMENT WITHIN PROPOSED LEASE AREA TO BE REMOVED EXISTING EDGE OF PAVEMENT (TYP.) PROPOSED CONC. FILLED STL. TRAFFIC BOLLARDS (TYP. OF 4) FUTURE EQUIPMENT AREA (RESERVED FOR BACKUP GENERATORS) 76.4' 14.1' 8.3' 2.4' 7.0' 58.8' 5.5' 8.5' 28.5' TO TOWER ℄ 5.7' 20.0' 1.0' (TYP.) 2.0' (TYP.) 4.0' (TYP.) 11.5' TO TOWER ℄ PROPOSED 14.5' x 36.5' FIRE TRUCK STORAGE AREA PROPOSED T-MOBILE ICE BRIDGE (SEE DETAIL, SHEET E-2)PROPOSED T-MOBILE 4' X 10' CONCRETE EQUIPMENT PAD (SEE DETAIL, SHEET C-7) PROPOSED ICE BRIDGE (TYP.) (OTHER CARRIER) PROPOSED T-MOBILE B160 BATTERY CABINET (SEE DETAIL, SHEET C-7) PROPOSED T-MOBILE HYBRID CABLES ROUTED ON ICE BRIDGE PROPOSED T-MOBILE H-FRAME UTILITY RACK (SEE DETAIL, SHEET E-2) PROPOSED T-MOBILE ECONOLIGHTELED DUSK TO DAWN LARGE 66 WATT PART #E-DD1L66CU (TYP.) PROPOSED 10' X 15' SUBLEASE AREA (TYP.) (OTHER CARRIER) PROPOSED EQUIPMENT CABINET MOUNTED ON CONCRETE PAD (TYP.) (OTHER CARRIER) (1) PROPOSED T-MOBILE 6160 EQUIPMENT CABINET WITH (1) IXRE ROUTER, (2) BB 6630, (1) DUG20, & VOLTAGE BOOSTER FOR AIR 6449 (TYP.) (SEE DETAIL, SHEET C-7) PROPOSED 10' X 15' T-MOBILE SUBLEASE AREA PROPOSED T-MOBILE GENERAC SD030 30KW DIESEL GENERATOR WITH LEVEL 2 SOUND ATTENUATED ENCLOSURE (SEE DETAIL, SHEET C-8) PROPOSED GENERATOR MOUNTED ON CONCRETE PAD (TYP.) (OTHER CARRIER) PROPOSED H-FRAME UTILITY RACK (TYP.) (OTHER CARRIER) PROPOSED 4' X 9' CONCRETE GENERATOR PAD (SEE DETAIL, SHEET C-8) 2.5' 4.0' FUTURE T-MOBILE EQUIPMENT CABINET Attachment
2 Agenda Report Page 59
A1 B1 A2 B2 C1 C2 ANTENNA AZIMUTH 290° ALPHA SECTOR BETA SECTOR GAMMA SECTOR ANTENNA AZIMUTH 230° AZIMUTH 150° ANTENNA THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW TOWER PROFILE & ANTENNA CONFIGURATION C-2.2 PROPOSED ANTENNAS AND MOUNTING FRAMES (TYP.) (OTHER CARRIER) T/GRADE ELEV. = 0'-0"± AGL TOWER PROFILE NTS FOUNDATION (DESIGN BY OTHERS) ROUTE PROPOSED COAX/HYBRID AND RET CABLES PER STRUCTURAL DESIGN (BY OTHERS) PROPOSED MONOPOLE (DESIGN BY OTHERS) PROPOSED TOWER LIGHTNING ROD (DESIGN BY OTHERS) PROPOSED CHAIN-LINK SECURITY FENCE (SEE DETAIL, SHEET C-4) T/TOWER ELEV. = 95'-0" ± AGL CL OF PROPOSED T-MOBILE ANTENNAS ELEV. =90'-0" ± AGL CL OF PROPOSED ANTENNAS ELEV. =80'-0" ± AGL CL OF PROPOSED ANTENNAS ELEV. =70'-0" ± AGL CL OF PROPOSED ANTENNAS ELEV. =60'-0" ± AGL PROPOSED CONCRETE RETAINING WALL (DESIGN BY OTHERS) CONNECT CABLES TO EQUIPMENT PER TENANT REQUIREMENTS EX. ACCESS ROAD CL OF PROPOSED CAMERA(S) ELEV. =50'-0" ± AGL PROPOSED HEAT SENSING CAMERA & SURVEILLANCE CAMERA (BY OTHERS) NOTES TOWER LIGHTING IS NOT REQUIRED PER FAA DETERMINATION PROPOSED GST ACCESS ROAD PROPOSED GST TOWER LEASE AREA 8' WIDE (MAX.) NOTE: 1. REFER TO LATEST RFDS BEFORE STARTING CONSTRUCTION. APPROX. NORTH = 0° PROPOSED T-MOBILE ANTENNAS MOUNTED TO PROPOSED SITE PRO 1 PART # CWS6-NP (SEE DETAILS, SHEET C-6 & C-7) PROPOSED T-MOBILE RRUs (SEE DETAILS, SHEET C-6) PROPOSED 95' MONOPOLE PROPOSED T-MOBILE ANTENNAS & RRUs 0 2 4 PROPOSED ANTENNA CONFIGURATION 11" X 17": 1" = 2' 1 Ø2.2' CONFIRM AZIMUTH AND TILT INFORMATION WITH LATEST RFDS AZIMUTH (DEGREES) ALPHA BETA GAMMA A1 PROPOSED POSITION STATUS RRU MODEL CABLE TYPE 150° A2 PROPOSED B1 PROPOSED 230° B2 PROPOSED C1 PROPOSED 290° C2 PROPOSED PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE SECTOR APXVAA4L24_43-U-NA20 (DODECA) AIR6449 B41 (MASSIVE MIMO) ANTENNA MODEL NUMBER RAD C (FT A.G.L.) 90' L TECHNOLOGY CABLE QTY CABLE LENGTH 230° 290° 150° 90' 90' 90' 90' 90' (3) RADIO 4415 B66A (3) RADIO 4449 B71+B85 (3) RADIO 4424 B25 L2100, L600/N600, L700, L1900, G1900 L2500, N2500 ERICSSON 6x12 HCS 6AWG 3 40± METERS APXVAA4L24_43-U-NA20 (DODECA) AIR6449 B41 (MASSIVE MIMO) APXVAA4L24_43-U-NA20 (DODECA) AIR6449 B41 (MASSIVE MIMO) PROPOSED GST TOWER LEASE AREA 8' Ø Attachment
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COMPOUND SECTION CAP POST 48" MIN (DEPTH MUST EXCEED
LOCAL FROST DEPTH) 3-1/2" SCH 40 GALVANIZED STEEP POST (TYP) PROVIDE PITCHED OR CROWNED CONCRETE FINISH CONCRETE FOOTING (TO BE A MIN OF 3000 PSI AT 28 DAYS) 18" (MIN)
(6) #4 REBAR ALIGNED VERTICALLY AND
EQUALLY SPACED, W/(3) #3 TIES AT 18" O.C. FINISHED GRADE SUBGRADE NOTES: 1. PIER REINFORCING USED FOR UTILITY RACKS AND ICE BRIDGE POSTS 2. MAINTAIN 3" MINIMUM REBAR COVER IN ALL DIRECTIONS POST (UTILITY RACK) SIDE VIEW FRONT VIEW GRADE NOTE: 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. GRADE TEMPORARY SILT FENCE 3' (MIN) FILL SLOPE MINIMUM 10 GAUGE LINE WIRES SILT FENCE FABRIC INSTALLED TO SECOND WIRE FROM TOP MINIMUM 12 1/2 GAUGE INTERMEDIATE WIRES 8' MAXIMUM 6" MINIMUM COVER OVER SKIRT 26" (MIN) 2' (MIN) ANCHOR SKIRT TO EXTEND 8" (MIN) LATERALLY (PERPENDICULAR) FROM FENCE LINE STEEL POST WOVEN WIRE FABRIC SILT FENCE FABRIC 3" MIN OF 3/4" CRUSHED AGGREGATE (NO FINES) 6" MIN OF 3/4" CRUSHED AGGREGATE WITH FINES UNDISTURBED NATIVE SOIL 4 OZ WEED BARRIER FABRIC (DEWITT WEED-BARRIER PRO 20-YR OR EQUIV) FINISHED GRADE (SEE SITE PLAN) PROPOSED CONCRETE RETAINING WALL (DESIGN BY OTHERS) EXISTING ACCESS ROAD 2:1 MAX 3% MAX THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW CIVIL DETAILS C-3 Attachment
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COMPOUND FENCE PROPOSED STYMIE LOCK OR APPROVED EQUAL 8' TYPICAL SPACING 10' MAX SPACING 6" (TYP) 10" 12' 10" 12" 12" 12" 36" 42" 42" 42" 36"2 3 3 4 5 5 6 7 8 9 10 11 9 12" MIN 12 14 13 17 16 16 18 16 18 CAUTION PLEASE KEEP GATE CLOSED SITE NAME: XXXXX SITE NUMBER: XXXXX FCC REGISTRATION NO.: XXXXXXX LEASING INFORMATION: (XXX) XXX - XXXX EMERGENCY CONTACT: (XXX) XXX - XXXX NO TRESPASSING WWW.GSTOWERS.COM NO TRESPASSING! AUTHORIZED ENRTY ONLY ANTENNAS MAY BE ACTIVE WARNING DO NOT CLIMB TOWER WITHOUT OWNERS WRITTEN AUTHORIZATION NOTICE GATE SIGNS 18" x 24" ALUMINUM 18" x 24" ALUMINUM 18" x 12" ALUMINUM 18" x 12" ALUMINUM GULF SOUTH TOWERS GATE KEEPER 24" 10" 6" 19 15 NOTES: 1. FENCE DESIGN AND INSTALLATION NOTES ARE INDUSTRY STANDARDS AND/OR MINIMUM REQUIREMENTS AND ARE FOR GENERAL GUIDANCE ONLY. REFER TO MANUFACTURER'S RECOMMENDATIONS OF THE SPECIFIED PRODUCT AND APPLICABLE GOVERNING CODES FOR FULL INSTALLATION DETAILS. IN THE EVENT OF DISCREPANCIES, MANUFACTURER'S RECOMMENDATIONS OR APPLICABLE CODE SHALL GOVERN, WHICHEVER IS MORE STRINGENT. 2. ALL FENCING TO BE INSTALLED PER ASTM F-567. ALL SWING GATES TO BE INSTALLED PER ASTM F-900. 3. BARBED WIRE PERMIT REQUIRED SHALL BE COMPLETED IF LOCAL ORDINANCE REQUIRES.

4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM A120 GRADE "A" STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDINGS SHALL BE COATED WITH (3)COATS OF GOLD GALV. (OR EQUAL). ALL OPEN POSTS SHALL HAVE END-CAPS. 5. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC USING GALVANIZED HOG-RING WIRE. 6. ALL SIGNS AND SIGN PLACEMENT SHALL ADHERE TO THE REQUIREMENTS OF OSHA 1910.145 AND 1910.200 AND ALL APPLICABLE FCC CODES 7. DROP ROD AND CENTERSTOP REQUIRED FOR GATE. GENERAL CONTRACTOR RESPONSIBLE FOR GATE LOCK. KEYNOTES: CONTRACTOR SHALL INSTALL PRIVACY SLATS IN ALL SECTIONS OF EXISTING AND PROPOSED CHAIN LINK FENCE. 2-1/2" NOMINAL GALVANIZED STEEL, SCHEDULE 40 INTERMEDIARY LINE POSTS (PER ASTM-F1083). LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10' O.C. 3" O.D. GALVANIZED STEEL SCHEDULE 40 CORNER AND GATE POSTS (PER ASTM-F1083). IF GATE LEAF WIDTH GREATER THAN OR EQUAL TO 10-FT OR IF FENCE FABRIC EXTENDED OVER 6-FT AND GATE LEAF WIDTH OVER 6-FT, GATE POST SHALL BE 4" O.D. GALVANIZED STEEL SCHEDULE 40 (PER ASTM-F1083). 1-5/8" O.D. SCHEDULE 40 ROUND TOP/BRACE RAIL (PER ASTM-F1083) STRETCHER BAR TO EXTEND FULL HEIGHT OF FENCE FABRIC; NOT LESS THAN 316" X 34" CROSS SECTION; PLACE ON ALL GATES AND POSTS 9 GAUGE 2" x 2" FENCE FABRIC (TO CONFORM TO ASTM-A392) GATE FRAME BRACE STYMIE LOCK OR OTHER APPROVED MULTI-TENANT LOCKING DEVICE 1-5/8" DIAMETER POST BRACE (AS REQUIRED) GATE SIGNS (SEE DETAIL, THIS SHEET) 3/8" DIAGONAL BRACE ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD 9 GAUGE ALUMINUM TIE WIRE. PROVIDE HOG RING FABRIC TIES SPACED 12" O.C. FOR POSTS AND GATES AND 24" O.C. FOR RAILS AND WIRE. MAINTAIN A 1" MAXIMUM CLEARANCE FROM FINISHED GRADE PROVIDE CROWNED/PITCHED FINISH FOR FENCE POST PIER FOUNDATIONS COMPOUND SECTION AND MATERIALS (SEE DETAIL, SHEET C-3) CONCRETE PIER FOUNDATION; TO ACHIEVE A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO BE AS SPECIFIED HEREIN, AS SPECIFIED BY MANUFACTURER, OR A MINIMUM OF 6" BELOW FROST LINE; WHICHEVER IS GREATER LINE POST CONCRETE PIER FOUNDATION CORNER/GATE POST CONCRETE PIER FOUNDATION COMMERCIAL GRADE DROP ROD AND CENTERSTOP (HOOVER FENCE OR EQUIV) 12345610121415879131116171819 12' WIDE DOUBLE SWING ACCESS GATE 1 8' THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW CIVIL DETAILS C-4 Attachment
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SHORT BFV BFV (BACK FACE VERTICAL)

BFH (BACK FACEHORIZONTAL)
FINISHED GRADE TOP OF WALL FRONT FACE DOWELS KEY IS A FULL 2" DEEP, FULL WIDTH (TYP.)

LBF (LONGITUDINAL
BOTTOM/ FOOTING) FINISHED GRADE 1'-0" X 2'-0" CRUSHED STONE DRAIN WITH 4" Ø WEEP HOLES AT 10'-0" O.C. (TYP.) LTF - (LONGITUDINAL TOP/ FOOTING) LONG LTF - (TRANSVERSE TOP/ FOOTING) EXTEND BOTTOM HEEL REINFORCING END OF FOUNDATION SHORT TTF - ALTERNATE WITH LONG TTF W (VARIES) 1'-6" 1'-0" MIN. FRONT FACE BACK FACE NOTES: 1. RETAINING WALLS ARE TO BE DESIGNED BY OTHERS. 2. DESIGN SHALL TO ADHERE TO ALL JURISDICTION REQUIREMENTS AND SPECIFICATIONS. 3. INFORMATION PROVIDED ON THIS SHEET ARE TYPICAL AND FOR REFERENCE ONLY. 3" CLR. (TYP.) TYPICAL CONCRETE RETAINING WALL -FOR REFERENCE ONLY (TO BE DESIGNED BY OTHERS) NTS 3" CLR. (TYP.) H (VARIES) 1'-0" BATTER MAINTAIN 6" ABOVE RETAINED SOIL THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW CIVIL DETAILS C-5 Attachment
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NOTE: DIMENSIONS DO NOT INCLUDE MOUNTING BRACKET AND SOLAR SHIELD. RRH WIDTH DEPTH HEIGHT W/O CABLE MANAGEMENT COVER WEIGHT W/O BRACKET SIZE AND WEIGHT TABLE RADIO 4449 B71+B85 14.9" 10.4" 13.2" 74 LBS ERICSSON REMOTE RADIO UNIT (RRU) 4449 NTS 24.0"

95.9" 24.0" PLAN ELEVATION APXVAA4L24_43-U-NA20 ANTENNA DETAILS NTS ANTENNA WEIGHT: 143.3 LBS 8.5" SIDE

8.5" ELEVATION SIDE 20.6" 8.3" 20.6"

33.1" ANTENNA WEIGHT: 103 LBS AIR6449 B41 ANTENNA DETAILS NTS

8.3" NOTE: DIMENSIONS DO NOT INCLUDE MOUNTING BRACKET AND SOLAR SHIELD. RRH WIDTH DEPTH HEIGHT W/O CABLE MANAGEMENT COVER WEIGHT W/O BRACKET SIZE AND WEIGHT TABLE RADIO 4424 B25 13.5" 9.6" 16.5" 88 LBS ERICSSON REMOTE RADIO UNIT (RRU) 4424 NTS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW CIVIL DETAILS C-6 Attachment
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BATTERY CABINET B160 DETAIL NTS BATTERY CABINET SPECIFICATIONS MODEL B160 MANUFACTURER ERICSSON HEIGHT 63" WIDTH 26" DEPTH 26" 6160 CABINET DETAIL NTS CABINET SPECIFICATIONS MODEL 6160 MANUFACTURER ERICSSON HEIGHT 63" WIDTH 25.6" DEPTH 25.6" PROPOSED PANEL ANTENNA (SEE ANTENNA SCHEDULE) ANTENNA MANUFACTURER'S MOUNTING BRACKET (TYP.) PROPOSED A53 GR. B 2 SCH. 40 8'-0" ANTENNA MOUNTING PIPE (TYP OF EACH SECTOR) PROPOSED RRU (TYP.) 12" ANTENNA & RRU MOUNTING DETAIL NTS FUTURE RRU (AS REQUIRED) TYPICAL CONCRETE EQUIPMENT PAD DETAIL (FOR REFERENCE ONLY) NTS 10'-0" 4'-0"
4 EQUAL 10" SPACE 4" (TYP.)
10 EQUAL SPACES AT 11 1/15"
10' X 4' CONCRETE PAD (4,000
PSI CONCRETE) #5 REBAR WITH 4" CLEAR FROM EDGES (TYP. TOP & BOTTOM) 3" (TYP.)
6"
3" 3"3/4" CHAMFER NOTES: 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301, ACI 117, AND ACI 318. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW CIVIL DETAILS C-7 Attachment
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GENERAC 30KW GENERAC SD030 DIESEL GENSET WITH DIESEL BASE TANK NTS X X X X X X X X X X X X X X X X X X X X X X 4" 4" 6" 3" SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISH COMPACTED STONE BASE WELL DRAINED FILL EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE 1/2" CHAMFER (TYPICAL ALL SIDES) TOP OF FINISHED GRADE SLOPE AWAY FROM CONCRETE #4 @ 12" E.W. (TOP AND BOTTOM) 8" THK. 4000 PSI CONCRETE PAD 3" CLEAR (TYP.) MIN. 10 MIL VAPOR BARRIER (PLACED BETWEEN GRAVEL AND REBAR) TYPICAL CONCRETE GENERATOR PAD DETAIL (FOR REFERENCE ONLY) NTS 4'-0" 4'-0" x 9'-0" x 8" 4000 PSI CONCRETE SLAB WITH #4 REBAR @ 12" E.W. NOTE: REFER TO MANUFACTURERS SPECIFICATIONS FOR ANCHOR BOLT PATTERN AND CONDUIT PENETRATION LOCATIONS 9'-0" 1/2" CHAMFER (TYPICAL ALL SIDES) CONDUIT STUB UP AREA 5" 36" 12" 6" NOTE: 1. GENERATOR PAD DESIGN IS AS PROVIDED AND SPECIFIED BY T-MOBILE PLAN FRONT VIEW SIDE VIEW 8'-2" 7'-10" 3'-2" 6'-4" DIESEL TANK GENERAC SD030 GENERATOR NOTES: 1. REFERENCE INSTALLATION GUIDE SUPPLIED WITH UNIT FOR CONCRETE PAD GUIDELINES. 2. ALLOW SUFFICIENT ROOM ON ALL SIDES OF THE GENERATOR FOR MAINTENANCE AND SERVICING. THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE NFPA 70 STANDARDS AS WELL AS ANY OTHER FEDERAL, STATE, AND LOCAL CODES. 3. CONTROL PANEL/CIRCUIT BREAKER INFORMATION: SEE SPECIFICATION SHEET OR OWNERS MANUAL. 4. BOTTOM OF GENERATOR SET MUST BE ENCLOSED TO PREVENT PEST INTRUSION AND RECIRCULATION OF DISCHARGE AIR AND/OR IMPROPER COOLING FLOW. 5. REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. 6. MOUNTING BOLTS OR STUDS AS SPECIFIED BY MANUFACTURER (USE STANDARD SAE TORQUE SPECS). 7. MUST ALLOW FREE FLOW OF INTAKE AIR, DISCHARGE AIR AND EXHAUST. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 8. GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR IS AVAILABLE AND THAT DISCHARGE AIR FROM RADIATOR IS NOT RECIRCULATED. 9. EXHAUST MUFFLER ENCLOSED WITHIN GENERATOR ENCLOSURE, REMOVE ENCLOSURE TO ACCESS EXHAUST MUFFLER. 10. STATED DIMENSIONS ASSUME STANDARD ENCLOSURE THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV 0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW CIVIL DETAILS C-8 Attachment 2 Agenda Report Page 66
FINISHED GRADE SUBGRADE CONTRACTOR TO RETURN SURFACE TO ORIGINAL CONDITION (RESEED AS NEEDED) WIDTH AS REQUIRED DETECTABLE UTILITY WARNING TAPE NEW 4" CONDUITS FOR ELECTRICAL SERVICE AS REQUIRED NEW 4" CONDUITS FOR TELCO/FIBER AS REQUIRED SELECT BACKFILL (SAND OR NATIVE SOIL) 42" MIN (OR 6" BELOW FROST LINE) 2" 4" 8" JOINT UTILITY TRENCH NOTES: 1. CONDUIT TYPE, SIZE, QUANTITY, AND SEPARATION TO BE VERIFIED WITH LOCAL UTILITY PROVIDER REQUIREMENTS. 1' 4" CONDUIT ENDCAP RIGID STEEL CONDUIT RIGID STEEL TO PVC ADAPTER PVC CONDUIT (SIZE AS SHOWN ON PLANS) SUBGRADE FINISHED GRADE CONDUIT STUB-UP 42" MIN (OR 6" BELOW FROST LINE) R 24" MIN FINISHED GRADE SUBGRADE WIDTH AS REQUIRED DETECTABLE UTILITY WARNING TAPE NEW 4" UTILITY CONDUITS AS REQUIRED SELECT BACKFILL (SAND OR NATIVE SOIL) 42" MIN (OR 6" BELOW FROST LINE) 2" 4" 8" NOTES: 1. CONDUIT TYPE, SIZE, QUANTITY, AND SEPARATION TO BE VERIFIED WITH LOCAL UTILITY PROVIDER REQUIREMENTS. 4" 4" CONTRACTOR TO RETURN SURFACE TO ORIGINAL CONDITION (RESEED AS NEEDED) SINGLE UTILITY TRENCH AGGREGATE BASE COURSE COMPACTED TO 90% STANDARD PROCTOR MAXIMUM DRY DENSITY (TRAFFIC AREAS) OR COMPACTED NATIVE SOIL (BARE OR GRASSED ARES) AGGREGATE BASE COURSE COMPACTED TO 90% STANDARD PROCTOR MAXIMUM DRY DENSITY (TRAFFIC AREAS) OR COMPACTED NATIVE SOIL (BARE OR GRASSED ARES) NOTES: 1. EXACT LAYOUT AND COMPONENTS OF UTILITY RACK MAY CHANGE BASED ON OWNER/TENANT REQUIREMENTS. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO BID REGARDING POTENTIAL MODIFICATIONS. 2. CONTRACTOR TO MAINTAIN 3'-0" MINIMUM CLEARANCE FROM METERING CENTER TO NEAREST OBSTRUCTION 3. CONCRETE PIER FOUNDATION TO ACHIEVE A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO BE A MINIMUM OF 6" BELOW FROST LINE (48" MINIMUM, TYP.) 4. ELECTRIC SERVICE: 240/120V, 1Ø, 3W, 600A UNDERGROUND SERVICE TO POLE RISER 5. USE COPPER STRANDED, 600V, TYPE THW/THWN, WITH CROSS-LINKED POLYETHYLENE INSULATION FOR #8 AWG AND LARGER WIRE 6. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC (MEET UL STANDARDS G51 AND NEMA TC2-1990) EXPOSED GALVANIZED STEEL. ALL CONDUIT BENDS SHALL BE A MIN. OF 24" RADIUS OR AS SPECIFIED BY THE LATEST EDITION OF THE NEC, WHICHEVER IS GREATER 7. GROUNDING CONDUCTOR SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS OTHERWISE NOTED 8. 4" PVC CONDUIT INSTALLED 30" (MIN) BELOW GRADE FOR INCOMING SERVICE BY TELEPHONE COMPANY. PROVIDE PULL STRING - 200 LB TEST POLYETHYLENE CORD H-FRAME UTILITY RACK PLAN VIEW FRONT VIEW REAR VIEW TELCO EQUIPMENT CABINET (HOFFMAN OR APPROVED EQUIV) 6' MAX HEIGHT 48" MIN END CAP UNISTRUT HORIZONTAL SUPPORT MEMBER OR EQUIV (ZINC PLATED) STRAP (TYP) 3" SCHEDULE 40 GALVANIZED STEEL PIPE WITH CAP 4" SCHEDULE 40 PVC TELCO/FIBER CONDUIT TO UTILITY DEMARC OR PER UTILITY COMPANY REQUIREMENTS EXOTHERMIC WELD, 6" MIN ABOVE GRADE (TYP) 600A, 120/240V, 1 PHASE, 3 WIRE, 4 POSITION METERING CENTER (200A MAX CIRCUIT BREAKER) (SQUARE D METER MPR64200 OR EQUIV) SERVICE DISCONNECT (TYP. OF 4) 4" SCHEDULE 40 PVC CONDUIT TO POWER SOURCE OR PER POWER COMPANY'S REQUIREMENTS #2 AWG BARE TINNED SOLID COPPER GROUND IN 3/4" CONDUIT (TYP) GROUND RING PVC FLEX CONDUIT, MIN OF 12" IN GROUND (TYP) #2 AWG BARE TINNED SOLID COPPER CONNECTED TO GROUNDING SYSTEM (TYP) CONNECT TO GROUNDING SYSTEM GROUND RING CONNECT TO GROUNDING SYSTEM (TYP) SPARE 4" SCHEDULE 40 PVC CONDUIT (CAPPED) TO POWER SOURCE OR PER POWER COMPANY'S REQUIREMENTS SPARE 4" SCHEDULE 40 PVC CONDUIT (CAPPED) TO UTILITY DEMARC OR PER UTILITY COMPANY'S REQUIREMENTS 4'-0" 4'-0" THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW ELECTRICAL DETAILS E-1 Attachment
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ROUNDED AT TOP IF EXPOSED 48" MIN (DEPTH MUST EXCEED
LOCAL FROST DEPTH) 3.5" SCH 40 GALVANIZED STEEL POST (TYP) PROVIDE PITCHED OR CROWNED CONCRETE FINISH CONCRETE FOOTING (TO BE A MIN OF 3000 PSI AT 28 DAYS) 18" (MIN)
(6) #4 REBAR ALIGNED VERTICALLY AND EQUALLY SPACED, W/(3) #3 TIES AT 18" O.C. FINISHED GRADE SUBGRADE POST DETAIL (ICE BRIDGE, UTILITY RACK) NOTES: 1. PIER REINFORCING USED FOR UTILITY RACKS AND ICE BRIDGE POSTS 2. MAINTAIN 3" MINIMUM REBAR COVER IN ALL DIRECTIONS WAVEGUIDE WB-LB24-3 BRIDGE SUPPORT (OR APPROVED EQUIV.) WATERTIGHT ENDCAP (TYP) HYBRID CABLES W/ SNAP-IN HANGER (TYP) 12 GA. GRIP STRUT 24" WIDE X 10' LONG 3000 PSI CONCRETE POST FOOTING (TYP) (SEE POST DETAIL, THIS SHEET) TO GROUND RING (TYP) EXOTHERMIC WELD (TYP) 1/2"Ø GALV U-BOLT (TYP) 3.5"Ø STD SCHEDULE 40 STEEL PIPE (8" O.C. MAX.)(TYP) 2"x2" HD. G. UNISTRUT @ 3'-0" O.C. MAX. PER SITE REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS (8'-0" MAX) MODIFY HEIGHT AS NECESSARY TO MEET SITE REQUIREMENTS (DO NOT EXCEED MANUFACTURER'S RECOMMENDATIONS; IF OVER 11-FT, CONSULT ENGINEER) 3/4" PVC FLEX CONDUIT SLEEVE CROWN FOOTING 5/8"Ø THREADED ROD W/NUTS AND OVERSIZED WASHERS (TYP.) TYPICAL T-MOBILE H-FRAME UTILITY RACK ICE BRIDGE NOTES: 1. EXACT LAYOUT AND COMPONENTS OF UTILITY RACK MAY CHANGE BASED ON OWNER/TENANT REQUIREMENTS. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO BID REGARDING POTENTIAL MODIFICATIONS. 2. CONTRACTOR TO MAINTAIN 3'-0" MINIMUM CLEARANCE FROM METERS OR ELECTRICAL PANELS TO NEAREST OBSTRUCTION 3. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC (MEET UL STANDARDS G51 AND NEMA TC2-1990) EXPOSED GALVANIZED STEEL. ALL CONDUIT BENDS SHALL BE A MIN. OF 24" RADIUS OR AS SPECIFIED BY THE LATEST EDITION OF THE NEC, WHICHEVER IS GREATER 4. GROUNDING CONDUCTOR SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS OTHERWISE NOTED NOTE: GENERATOR CONDUITS NOT SHOWN FOR CLARITY FRONT VIEW POWER TELCO 60 MIN. LIGHT TIMER 14' GALV. GRIP UNISTRUTS & ATTACHMENT HARDWARE (TYP.) UNISTRUT P1000T (FIELD ADJUSTED AS NECESSARY) PROPOSED ECONOLIGHTLED DUSK TO DAWN LARGE 66 WATT PART # E-DD1L66CU 2" SCHEDULE 40 PVC POWER CONDUIT FROM PROPOSED PPC TO PROPOSED EQUIPMENT CABINET (TYP.) 1" (SCH 40 PVC) CONDUIT CONNECTED TO GROUNDING SYSTEM (TYP) PROPOSED EMERSON CABINET 18" MIN#2 AWG BARE TINNED SOLID COPPER GROUND IN 1" CONDUIT (TYP) 2" SCHEDULE 40 PVC CONDUIT 3.5"Ø SCHEDULE 40 GALVANIZED STEEL PIPE (TYP.) 12'-0" 6' MAX HEIGHT 5'-0" DETAIL NOT USED DETAIL NOT USED THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW ELECTRICAL DETAILS E-2 Attachment
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GENERAL NOTES 1. THE SCOPE OF WORK DEPICTED IN THIS PLANSET MUST BE COMPLETED UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE SUBSTANTIAL EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS PROJECT, THE CONTRACTOR IS CONFIRMING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY TO COMPLETE THE WORK, THAT HE IS KNOWLEDGEABLE OF THE SCOPE OF WORK TO BE PERFORMED AND THAT HE IS LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST VERSION OF THE LOCAL AND NATIONAL BUILDING CODE, WHICHEVER IS MORE STRINGENT. 3. SHOP DRAWINGS AND/OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS REGARDING ANY HARDWARE, INFRASTRUCTURE, OR MATERIALS SPECIFIED HEREIN SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING INFORMATION CONTAINED HEREIN. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS NOT PROVIDED BY OWNER. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMITS AS ISSUED AND ANY AND ALL APPLICABLE STATE, COUNTY, AND LOCAL CODES. 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING TOPOGRAPHY, DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS ARE AS INDICATED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR SHALL ESTABLISH THE LOCATION OF UNDERGROUND AND OVERHEAD UTILITIES AND SERVICES. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND OWNER'S ENGINEER FOR RESOLUTION AND/OR MODIFICATION PRIOR TO COMMENCEMENT OF THE WORK. 6. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR BETTER, AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS 7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, AND/OR ANY OTHER REQUIREMENTS WHICH MUST BE MET TO FULFILL THE SCOPE OF WORK AS REPRESENTED IN THIS PLAN SET, OBTAIN A CERTIFICATE OF OCCUPANCY, OR OTHERWISE ALLOW FOR THE FULL INTENDED USE OF THE PROPOSED FACILITY 8. THESE PLANS/DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR ENGINEER SHALL NOT INCLUDE INSPECTION OF THE CONSTRUCTION PROCEDURES AND DOES NOT ALLEVIATE CONTRACTOR FROM THE FOREGOING. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 9. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE AND IMPLEMENT BOTH THE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ALL SURROUNDING INFRASTRUCTURE, WORKSPACE, EMPLOYEES, AND PUBLIC DURING ERECTION AND/OR MODIFICATIONS. THIS INCLUDES BUT IS NOT LIMITED TO TEMPORARY BRACING, GUYS, TIE DOWNS, OR OTHER SUPPORTS THAT MAY BE NECESSARY DURING CONSTRUCTION. 10. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTION MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. 11. IF DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEVIATION AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW. NO DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER AND/OR ENGINEER 12. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS 13. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS (INCLUDING THE GENERAL PUBLIC) AND PROPERTY (INCLUDING ADJOINING PROPERTIES). THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. EXISTING INFRASTRUCTURE GENERAL NOTES (CONT.) 13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK ASSOCIATED WITH THIS PROJECT COMPLIES WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL SAFETY CODES AND OTHER REGULATIONS GOVERNING THE WORK. 14. ACCESS TO THE PROPOSED SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER OR THE OWNER'S REPRESENTATIVE REGARDING ALL CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIAL ACCESS. UTILITIES GRADING (CONT.) GRADING EROSION AND SEDIMENT CONTROL GST CONSTRUCTION REQUIREMENTS 1. SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, SCREWS, ETC. SUPPLIED BY EQUIPMENT MANUFACTURER. IF NO SUCH DEVICE IS SUPPLIED, BOND IS TO BE MADE IN ACCORDANCE WITH NEC ARTICLE 250. 2. CONDUCTOR OVERCURRENT PROTECTION DEVICES ARE SELECTED IN ACCORDANCE WITH NEC ARTICLE 240-3. 3. CONDUCTOR SIZING IS SELECTED FROM NEC ARTICLE 310-16 4. ALL LUGS THAT HOLD MORE THAN ONE WIRE SHALL BE LISTED FOR MULTI-BARREL CONNECTIONS 5. ALL CONDUCTORS SHALL BE INSULATED THHN WIRE PANEL SCHEDULE 1. EXISTING TOPOGRAPHIC, UTILITY, PLANIMETRIC, AND BOUNDARY INFORMATION IS TAKEN FROM A DRAWING ENTITLED “PIEDMONT CORP YARD FIELD” AND DATED AUGUST 08, 2017 BY NEVADA CITY ENGINEERING, INC. OF 505-B COYOTE STREET, NEVADA CITY, CA 95959; (530) 265-6911. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES IN THE AREA OF ANY PROPOSED CONSTRUCTION OR PROPOSED DISTURBANCE DUE TO CONSTRUCTION. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES AND IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS OR IF THERE APPEARS TO BE A CONFLICT BETWEEN EXISTING AND PROPOSED UTILITY LOCATIONS. 1. THE DENUDED AREA IS 900-SQUARE FEET. 2. THE PROJECT AREA IS SITUATED IN FLOOD ZONE "AE", WHICH IS IN THE 100-YEAR FLOOD PLAIN AND IS DEFINED AS "AREAS WITH 1% ANNUAL CHANCE OF FLOOD, PER FIRM #06001C0080G WITH EFFECTIVE DATE AUGUST 03, 2009. 3. CUT AND FILL SLOPES SHOULD BE STABILIZED WITHIN 15 DAYS DURING ANY PHASE OF GRADING 4. STREETS ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES FROM SEDIMENT OR OTHER CONSTRUCTION GENERATED MATERIAL OR A WASH STATION WILL BE REQUIRED 5. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS REGARDING EROSION AND SEDIMENT CONTROL FOR THE AGENCY HAVING JURISDICTION OVER CLEARING AND GRADING PROCEDURES. UTILIZE BEST MANAGEMENT PRACTICES (BMPS) DESCRIBED IN THE GOVERNING AGENCY'S OR APPLICABLE STATE'S CODE IN ORDER TO BOTH PREVENT/MINIMIZE CONCENTRATED FLOWS THROUGH OR ACROSS UNSTABILIZED/DENUDED AREAS AND PREVENT/MINIMIZE SEDIMENT LADEN STORMWATER RUNOFF FROM LEAVING THE CONSTRUCTION SITE. SPECIFIC BMP EXAMPLES INCLUDE SILT FENCE, CONSTRUCTION ENTRANCE(S), PERIMETER DIVERSION SWALES, INLET PROTECTION, AND OTHER APPLICABLE MEASURES. 6. CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES SPECIFIED HEREIN AND ANY ADDITIONAL CONTROLS THAT MAY BECOME NECESSARY IN ORDER TO ENSURE THE PROTECTION OF ADJACENT PROPERTIES AND WATERWAYS. ALL TEMPORARY DEVICES SHALL BE APPROPRIATELY MAINTAINED UNTIL ALL EARTH DISTURBING ACTIVITIES HAVE CEASED AND THE PROJECT IS STABILIZED AND APPROVED. 7. EROSION CONTROL MEASURES SHALL BE CHECKED DAILY AND IMMEDIATELY FOLLOWING ANY RAINFALL EVENTS. ANY NOTED DEFICIENCIES WILL BE CORRECTED IMMEDIATELY (NO LATER THAN THE END OF EACH DAY). IMMEDIATELY UPON THE DISCOVERY OF UNFORESEEN CIRCUMSTANCES THAT POSE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION. 8. ALL DENUDED CUT/FILL SLOPES STEEPER THAN OR EQUAL TO 3:1 SHALL BE PROTECTED WITH NORTH AMERICAN GREEN SC125 OR EQUIVALENT UNLESS ALTERNATIVE SLOPE PROTECTION MEASURES ARE APPROVED 9. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES 1. CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING THE REQUIREMENTS AND LIMITS OF CLEARANCE FOR OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE 2. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORILY PRIOR TO COMMENCING ANY PAVING ACTIVITY WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT 3. UNLESS OTHERWISE SPECIFIED HEREIN, MINIMUM COVER FOR CONDUITS SHALL BE 36-INCHES 5. THE CONTRACTOR SHALL REWORK ALL MATERIALS NOT SUITABLE FOR USE IN THEIR PRESENT STATE DUE TO MOISTURE CONTENT VARIATION. IF THE MATERIAL REMAINS UNSUITABLE AFTER INITIAL REWORKING, THE CONTRACTOR SHALL REMOVE AND REPLACE WITH NEW MATERIAL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. 6. IN THE ABSENCE OF A GEOTECHNICAL REPORT A GEOTECHNICAL ENGINEER SHOULD BE RETAINED TO PROVIDE SITE SPECIFIC RECOMMENDATIONS/OVERSIGHT. 7. DELTA OAKS GROUP MAKES NO CLAIMS TO THE SUITABILITY OF ANY ON-SITE MATERIALS FOR USE AS FILL TO SUPPORT ANY PROPOSED INFRASTRUCTURE. 8. SPOT ELEVATIONS REPRESENT FINISHED GRADE UNLESS OTHERWISE NOTED. 9. ALL TEMPORARY AND FINISHED GRADES MUST MAINTAIN ADEQAUTE SURFACE DRAINAGE SO THAT RUN-OFF IS DIRECTED TO DEDICATED OFF-SITE AREAS OR TO ON-SITE COLLECTION POINTS SUCH AS SWALES, CATCH BASINS, DROP INLETS, CULVERTS, STORMWATER BMP'S, ETC. TO PREVENT SURFACE PONDING, STANDING WATER, OR EXTENDED PERIODS OF SOIL SATURATION. 1. CONTRACTOR IS TO CONTACT CALIFORNIA 811, INC. AT 1-800-642-2444 FOR UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY GROUND DISTURBANCE. 2. ALL CONSTRUCTION AREAS ARE TO BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL, ORGANICS AND UNSUITABLE MATERIALS PRIOR TO GRADING AND IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. 3. EXCAVATIONS SHOULD BE SLOPED OR SHORED IN ACCORDANCE AND COMPLIANCE WITH OSHA 29 CFR PART 1926, EXCAVATION TRENCH SAFETY STANDARDS AS WELL AS LOCAL, STATE AND FEDERAL REGULATIONS. 4. ALL FILL PLACEMENT INCLUDING SUITABILITY OF FILL MATERIALS AND COMPACTION OF MATERIALS SHOULD BE CONDUCTED IN ACCORDANCE WITH THE RECOMMENDATONS SET FORTH IN THE GEOTECHNICAL REPORT. IN THE ABSENCE OF FILL SPECIFICATIONS, THE FOLLOWING MINIMUM REQUIREMENTS SHOULD BE ADHERED TO: 4.1. FILL LIFT THICKNESS SHOULD NOT EXCEED 8 INCHES LOOSE. 4.2. FILL MATERIALS SHOULD NOT BE PLACED ON SATURATED OR FROZEN SURFACES 4.3. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER OJECTIONABLE MATERIALS THAT WOULD PREVENT THE CONSTRUCTION AND/OR COMPACTION OF SATISFACTORY FILLS. THIS INCLUDES SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS 4.4. ALL FILLS SHOULD BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR OTHER RELATED PROBLEMS. ALL FILL AREAS WITHIN BUILDINGS OR OTHER STRUCTURES, TRAVEL/ACCESS ROUTES, PARKING AREAS AND EXTENDING 5-FT (MINIMUM) OUTSIDE OF THOSE AREAS' FOOTPRINT, SHOULD BE COMPACTED TO +/- 95% OF MAXIMUM DRY DENSITY OF THE MATEIRAL AS OBATINED BY THE STANDARD PROCTOR METHOD. * DELTA OAKS GROUP MAKES NO CLAIM TO THE VALIDITY OF THESE RECOMMENDATIONS TO THE SITE'S SPECIFIC GEOTECHNICAL CONDITIONS AND STRONGLY RECOMMENDS A SITE-SPECIFIC GEOTECHNICAL INVESTIGATION BE PERFORMED. ANY AND ALL FILL RECOMMENDATIONS PRESENTED IN SUCH A REPORT WILL TAKE PRECEDENCE OVER THE INFORMATION PRESENTED HEREIN. 1. UPON ISSUANCE OF BID AWARD, CONTRACTOR WILL BE REQUIRED TO PROVIDE PROOF OF LICENSE TO PERFORM WORK IN APPLICABLE JURISDICTION 2. CONTRACTOR WILL PROVIDE A CONSTRUCTION SCHEDULE PRIOR TO COMMENCEMENT OF CONSTRUCTION. SCHEDULE SHALL BE UPDATED IMMEDIATELY AND SUBMITTED TO OWNER IN EVENT OF DELAYS OR REQUIRED TIME EXTENSTIONS. ALL DELAYS AND/OR TIME EXTENSIONS WILL BE ACCOMPANIED BY EXPLANATIONS FOR EACH OCCURRENCE. 3. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH PHOTOGRAPHS OF MAJOR CONSTRUCTION MILESTONES AS THEY OCCUR. 4. CONTRACTOR OR CONTRACTOR'S REPRESENTATIVE SHALL BE PREPARED TO ATTEND WEEKLY CONFERENCE CALLS WHERE SPECIFIC DETAILS, INCLUDING PROGRESS REPORTS, UNFORESEEN SITE CONDITIONS, SCHEDULE CHANGES, SAFETY CONCERNS, ETC. REGARDING THE SITE WILL BE DISCUSSED. 5. CONTRACTOR WILL UTILIZE, ADHERE TO, AND SUBMIT (AS REQUIRED) ALL OWNER PROVIDED DOCUMENTATION. 6. CONTRACTOR IS RESPONSIBLE FOR CONDUCTION OF ALL CONCRETE COMPRESSIVE STRENGTH TESTING (INCLUDING THE SUBMITTAL OF FINAL TESTING RESULTS AND CLOSE-OUT BOOK) 7. CONTRACTOR IS RESPONSIBLE FOR ALL GRADING AND FILL COMPACTION TESTING REQUIRED AS SET FORTH IN THE GEOTECHNICAL REPORT PROVIDED BY OWNER. 8. CONTRACTOR IS RESPONSIBLE FOR GROUND MEG TESTING. 9. CONTRACTOR SHALL ASSIST IN COORDINATING AND OBTAINING PRIMARY POWER TO THE SITE PRIOR TO TOWER ERECTION. CONTRACTOR SHALL ALSO ASSIST IN COORDINATING AND OBTAINING TELCO/FIBER SERVICE PRIOR TO PROJECT COMPLETION (ON SITE VISITS WITH UTILITY COMPANY REPRESENTATIVES AS NECESSARY). 10. CONTRACTOR SHOULD BE PREPARED FOR RANDOM SAFETY INSPECTIONS AT ALL TIMES. 11. CONTRACTOR IS EXPECTED TO MAINTAIN PROPER WORKING CONDITIONS AND PROCEDURES PER OSHA STANDARDS AT ALL TIMES. 12. CONTRACTOR WILL BE REQUIRED TO OBTAIN ALL NECESSARY CONSTRUCTION AND/OR CLOSE-OUT RELATED PERMITS, INCLUDING ELECTRICAL PERMITS AND INSPECTIONS, CERTIFICATES OF OCCUPANCY, ETC. AS REQUIRED BY JURISDICTION. 13. CONTRACTOR IS EXPECTED TO CLOSE-OUT THE JOB SITE AS QUICKLY AS POSSIBLE (OBTAINING A CERTIFICATE OF OCCUPANCY AND GETTING OWNER'S SIGN-OFF ON THE SITE). 14. CONTRACTOR WILL PROVIDE A COMPLETED TOWER HEIGHT VERIFICATION FORM AND TAPE DROP WITHIN 24 HOURS OF REACHING OVERALL HEIGHT. 1. SCARIFY COMPACTED AREAS AND REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. FILL ANY EXISTING RILLS AND GULLIES 2. IMMEDIATELY PRIOR TO SPREADING TOPSOIL, CORRECT PH OF THE SUBSOIL WITH LIME PER RECOMMENDATION OF SOILS TEST OR AT A RATE SUITABLE TO THE SITE CONDITIONS. LOOSEN THE SUBGRADE OF THE SITE TO RECEIVE THE TOPSOIL BY DISKING OR SCARIFYING TO A DEPTH OF AT LEAST 2-INCHES TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL. 3. UNIFORMLY SPREAD TOPSOIL 3-INCHES DEEP IN AREAS AS REQUIRED 4. APPLY LIME AND/OR FERTILIZER AS NECESSARY AND TILL SOIL UNTIL A WELL-MIXED, PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED. THE PREPARED SEEDBED SHOULD BE 4 TO 6 INCHES DEEP. 5. SEED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING 6. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH 7. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 70% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES SEEDBED PREPARATION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: CH BJW WRB 19-02396 DATE DESCRIPTION PRELIMINARY REV 0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/27/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 PRELIMINARY FOR REVIEW ONLY 03/17/20 06/26/20 PRELIMINARY 1 BJW 10/23/20 PRELIMINARY 2 BJW 11/02/20 PRELIMINARY 3 BJW 12/03/20 PRELIMINARY 4 BJW 01/07/21 PRELIMINARY 5 BJW 01/19/21 PRELIMINARY 6 BJW 01/26/21 PRELIMINARY 7 BJW 01/27/21 PRELIMINARY 8 BJW GENERAL NOTES GN-1 Attachment 2 Agenda Report Page 69
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SURVEY-EXISTING SITE PLAN
DETAIL
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City of Piedmont WCF application package for
GulfSouth Towers (GST) Corporation Yard, Monopole Tower Project, 898 Red Rock Road
Responses to WCF Application Parts E, F: Findings
Finding E.a) The proposed telecommunications monopole tower is designed and planned to provide for collocation for up to (4) mobile telecommunications cellular carriers, which represents all four major West Coast providers. At 95 feet in height, the tower offers enough vertical mounting window to provide for all four carriers antennas. The accompanying BTS equipment compound, at 76 feet in width by 20 feet in depth, will provide for four separate equipment spaces. The size of the facility is intended to serve as the main collocated telecommunications hub for the northern third of the City of Piedmont.

Considering the design and scale of the project, GulfSouth feels that the project absolutely complies with the intent and spirit of this Finding.

Finding E.b) The proposed project would be located at the City Corporation Yard, which is located in “Zone B”. Per City of Piedmont Municipal Code, Section 17.22.040, non-residential structures, and specifically, telecommunications facilities, are permitted without height restriction.

Finding E.c) The selected location ensures minimal visual and aesthetic impact to neighboring roadways, adjacent and surrounding neighborhoods, and to the greater City of Piedmont. The tower’s profile will be visually buffered by the existing dense vegetation to its south, the steep, unpopulated hillsides of Moraga Canyon to the north and east, and adjacent Mountain View Cemetery to the west. In addition, the project site is significant set back from Moraga Avenue, which lies approximately 250 linear feet to the south. Further, the site’s location at the geographic center of the 228-acre City Corporation Yard property, historically used as a rock quarry, provides additional layers of distance to buffer potential visual impacts. There may be minimal impacts to Bay viewsheds of a few homes located directly to the east of the site, however, the attached Visual Impact/Sight Line Analysis exhibit indicates that this impact is low. In accordance with the City’s policies, the tower is to be painted a neutral non-reflective flat gray color to help camouflage its profile, the facility will not bear any corporate logos or signage, and the associated equipment compound’s profile is as low as possible, given the planned cabinets and need to provide protective fencing.

Finding E.d) The proposed project will not adversely affect the public health, peace and/or safety of the residents of the City of Piedmont. GulfSouth Towers has prepared comprehensive EMF and Noise Impact reports, which assess the maximum cumulative scenario of four cellular carriers’ equipment running at full power simultaneously. Under these conditions, the attached EMF report, prepared by a licensed qualified professional engineering firm, confirms that the site will not exceed the Federal Communication Commission’s standards for occupational or public exposure to electromagnetic frequency energy. Further, under those same cumulative conditions, the attached Noise report, also prepared by a licensed qualified professional engineering firm, confirms that the site will not exceed City of Piedmont Noise Standards of 50 decibels at the property lines. No aspect of the project is expected to have a negative impact or adversely affect public health, peace or safety.

Finding E.e) See response in Finding E.d above. In addition, the proposed facility is not located within the public right-of-way and is, in fact, set back from the public right-of-way a distance of approximatley 250 linear feet, being set in the center of the 228-acre Piedmont Corporation Yard property.

Attachment 2 Agenda Report Page 86
Finding E.f) The proposed facility will comply with all Federal, State and local City of Piedmont laws.

Finding F.a) There exists currently, a significant cellular telecommunications coverage and capacity gap in the northern portion of the City of Piedmont. As depicted in the attached existing/resulting RF coverage plot maps in general, it should be noted that construction and operation of the proposed project will result in signficantly improved coverage and capacity to uphill areas of Piedmont to the east of the site, downhill areas of Piedmont to the west, southwest and south. Little improvement is expected directly to the north, as there is a sharp topographical rise in elevation from the site toward the north, where there are 200-300 ft steep cliffs of the north wall of Moraga Canyon and the historic rock quarry. T-Mobile’s more specific coverage and capacity gaps are expected to be addressed by this project, incuding significantly better coverage and capacity to areas located downhill to the west, and also some improvement to areas uphill toward the east. Future additional carriers’ network reliability are expected to be greatly improved by this project as well.

Finding F.b) The proposed project will comply with City of Piedmont Planning & Land Use Code, Section

17.46.070A, Development Standards as follows:

1. Collocation: Please see response to Finding E.a) above.

2. Height limits/screening: Please see responses to Findings E.b) and E.c) above.

3. Visual impact: Please see response to Finding E.c) above.

4. Public health, peace & safety: Please see response to Finding E.d) above.

5. Public right-of-way: Please see response to Finding E.e) above.

6. Compliance with Laws: Please see response to Finding E.f) above.

The proposed project will comply with City of Piedmont Planning & Land Use Code, Section 17.46.070B, Section 17.46.070B, Operation & Maintenance Standards as follows:

1. Contact and Site Info: Owner and operator information will be clearly visible on site identification signs that will be affixed to the fencing around the equipment compound. Should any changes of ownership occur, GST will notify the City immediately and will direct the new owner or operator/carrier to update the information signs.

2. Signage: GST, T-Mobile and all subsequent operators/carriers will comply with the City’s standards regarding signage and will provide clearly visible identifying signage on-site.

3. FCC compliance: GST, T-Mobile and all subsequent operator/carriers will comply with all FCC regulations regarding EMF emissions and will not cause interference with any City functions or communication.

4. Facility Maintenance: GST, T-Mobile and all subsequent operators/carriers to collocate on the site will maintain the facility in good repair and condition.

5. Noise: Please see response to Finding E.d) above. GST, T-Mobile and all subsequent operators/carriers to occupy the site will, cumulatively, not exceed the City’s Noise standard of a maximum of 50dBA at the Corporation Yard property boundaries.

6. Removal: GST, and each telecommunications carrier to occupy the facility individually, will comply with the City’s restoration/removal requirements upon discontinuation of use and will notify the City in a timely manner of any discontinuation of use or change in use.

Attachment 2 Agenda Report Page 87

PIEDMONT CORP YARD MONOPOLE THEORETICAL EQUIPMENT SCHEDULE Equipment Manufacturer Model Name/Number Type of equipment Location TMO Quantity assumed cumulative
quantity
cumulative
antenna count
cumulative
radio count
cumulative
cabinet count
cumulative temporary
generator count
Ericsson AIR6449 B41 (Massive MIMO) integrated antenna/ radio on tower 2 8 RFS APX16DWV-16DWV-S-E-A20 (Quad) Antenna on tower 2 8
RFS APXVAARR24_43-U-NA20 (Octo) Antenna on tower 2 8 24 Ericsson 4415 B66A Radio on tower 3 12
Ericsson 4449 B12+B71 Radio on tower 3 12
Ericsson 4424 B25 Radio on tower 3 12 36
Ericsson RBS 6160 Cabinet Ground space 2 8 8
Generac Model SD030 back up generator Ground space 1 4 4 Cumulative equipment
counts are theoretical.

Eventual installation of up to (4) total mobile carriers may result in true equipment counts as stated in the comprehensive inventory Attachment 2 Agenda Report Page 88
Attachment 2 Agenda Report Page 89
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Existing
Proposed
Contact ( 925 ) 202-8507
view from Moraga Avenue looking northwest at site
Piedmont Corporate Yard
898 Red Rock Road, Piedmont, CA
Photosims Produced on 6-4-2018
Proposed GST
Installation
Attachment 2 Agenda Report Page 96
Existing
Proposed
Contact ( 925 ) 202-8507
view from Moraga Avenue looking east at site
Piedmont Corporate Yard
898 Red Rock Road, Piedmont, CA
Photosims Produced on 6-4-2018
Proposed GST
Installation
Attachment 2 Agenda Report Page 97
Existing
Proposed
Contact ( 925 ) 202-8507
view from lot adjacent to Red Rock Road looking northwest at site Piedmont Corporate Yard
898 Red Rock Road, Piedmont, CA
Photosims Produced on 11-16-2018
Proposed GST
Installation
Attachment 2 Agenda Report Page 98
Attachment 2 Agenda Report Page 99
Proposed Wireless Telecom Facility (Site No. CA2016003 “Piedmont Corporate Yard”) Gulfsouth Towers, LLC • 898 Red Rock Road • Piedmont, California Y7SU.1

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Statement of Hammett & Edison, Inc., Consulting Engineers The firm of Hammett & Edison, Inc., Consulting Engineers, has been retained on behalf of Gulfsouth Towers, LLC, a wireless telecommunications facilities provider, to evaluate the multi-carrier facility (Site No. CA2016003 “Piedmont Corporate Yard”) proposed to be located at 898 Red Rock Road in Piedmont, California, for compliance with appropriate guidelines limiting sound levels from the installation.

Executive Summary
Gulfsouth Towers proposes to install a new wireless telecommunications base station, consisting of equipment cabinets at ground and antennas on a tall pole to be sited at 898 Red Rock Road in Piedmont. Noise levels from the proposed operation will be below the applicable municipal limits.

Prevailing Standard
The City of Piedmont limits mechanically generated noise in §5.4.20 of its Building Code to 50 dBA at the property boundary.

Figure 1 attached describes the calculation methodology used to determine applicable noise levels for evaluation against the prevailing standard.

General Facility Requirements
Wireless telecommunications facilities (“cell sites”) typically consist of two distinct parts: the electronic base transceiver stations (“BTS” or “cabinets”) that are connected to traditional wired telephone lines, and the antennas that send wireless signals created by the BTS out to be received by individual subscriber units. The BTS are often located outdoors at ground level and are connected to the antennas by coaxial cables. The BTS typically require environmental units to cool the electronics inside. Such cooling is often integrated into the BTS, although external air conditioning may be installed, especially when the BTS are housed within a larger enclosure.

Most cell sites have back-up battery power available, to run the base station for some number of hours in the event of a power outage. Many sites have back-up power generators installed, to run the station during an extended power outage.*

* Back-up power generators are typically exercised for a 15-minute period once a week during daytime hours on a non-holiday weekday.

Attachment 2 Agenda Report Page 100
Proposed Wireless Telecom Facility (Site No. CA2016003 “Piedmont Corporate Yard”) Gulfsouth Towers, LLC • 898 Red Rock Road • Piedmont, California Y7SU.1

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Site & Facility Description
Based upon information provided by Gulfsouth Towers, including zoning drawings by Delta Oaks Group, dated January 7, 2021, it is proposed to install equipment for use by four wireless telecommunications carriers within four adjoining fenced enclosures sited together about 50 feet northeast of Coaches Field at 898 Red Rock Road in Piedmont.

Within its enclosure, T-Mobile proposes to install three equipment cabinets with active cooling fans – one Ericsson 6160 radio cabinet, one Ericsson B160 battery cabinet,† and one unspecified future cabinet† – and a Generac SD030 diesel back-up power generator. T-Mobile also proposes to install three Ericsson radios on the pole – one each Model 4415, 4424, and 4449. The Model 4424 and 4449 radios are passive, generating no noise.

For the purpose of this study, it is assumed that each of the other carriers will install equipment similar to T-Mobile’s. When specific information becomes available on the actual equipment to be installed, cumulative noise levels should be reevaluated. The nearest property line is located about 240 feet south of the proposed enclosures.

Study Results
The manufacturers report the following maximum noise levels from their equipment:

Maximum Reference
Equipment Noise Level Distance
Ericsson 6160 68 dBA 1 meter
Ericsson 4415 53 dBA 1.5 meters
Generac SD030 63 dBA 23 feet
The maximum calculated noise level at the nearest property line, for the simultaneous operation of all cabinets and radio units for all four carriers, is 41.6 dBA, meeting the City’s 50 dBA limit. Together with the hypothetical simultaneous operation of all four generators, the calculated cumulative noise level there during testing or a power outage would be 49.5 dBA, still meeting the City’s limit.

Conclusion
Based on the information and analysis above, it is the undersigned’s professional opinion that the operation of the four-carrier facility proposed by Gulfsouth Towers, LLC, to be located at 898 Red Rock Road in Piedmont, California, can comply with the City’s requirements for limiting acoustic noise emission levels.

† Assumed to have the same noise levels as the Ericsson 6160 for the purpose of this study.

Attachment 2 Agenda Report Page 101
Proposed Wireless Telecom Facility (Site No. CA2016003 “Piedmont Corporate Yard”) Gulfsouth Towers, LLC • 898 Red Rock Road • Piedmont, California Y7SU.1

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Authorship
The undersigned author of this statement is a qualified Professional Engineer, holding California Registration Nos. E-13026 and M-20676, which expire on June 30, 2021. This work has been carried out under his direction, and all statements are true and correct of his own knowledge except, where noted, when data has been supplied by others, which data he believes to be correct.

William F. Hammett, P.E.
707/996-5200
January 29, 2021
Attachment 2 Agenda Report Page 102
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©2020
Attachment 2 Agenda Report Page 103
1900 W. Chandler Blvd., Ste. 15-228
Chandler, AZ 85224
(480) 814-1393
www.grfs.net
Evaluation of Human Exposure to
Radio Frequency Emissions
Analysis of Gulf South Towers
Piedmont Corporate Yard
Proposed Installation
Piedmont, CA
Attachment 2 Agenda Report Page 104
© 2021 Global RF Solutions 2

LIMITED WARRANTY
Global RF Solutions warrants that this analysis was
performed using substantially the methods that are
referenced and described in this report. Global RF Solutions disclaims all other warranties either expressed or implied, including, but not limited to, implied warranties of
merchantability and fitness for a particular purpose.

In no event will Global RF Solutions be liable to you or by any other person for damages, including any loss of profits, lost savings, or other special, exemplary, punitive, incidental or consequential damages arising out of your use or inability to use the analysis whether such claim is based on breach of warranty, contract, tort or other legal theory and regardless of the causes of such loss or damages. In no event shall Global RF Solutions entire liability to you under this
Agreement exceed an amount equal to the price paid to for the analysis.

TABLE OF CONTENTS

1. INTRODUCTION .................................................................................................... 4

2. SCOPE .................................................................................................................. 5

3. SUMMARY AND CONCLUSION ................................................................................ 6

4. SITE DESCRIPTION ............................................................................................... 8

5. THEORETICAL ANALYSIS RESULTS ......................................................................10 APPENDIX A- LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE (MPE) .......................13 APPENDIX B – RECCOMENDATIONS FOR RF SAFETY PLANS .....................................15 APPENDIX C – DISCUSSION ....................................................................................16 Attachment 2 Agenda Report Page 106
© 2021 Global RF Solutions 4

1. INTRODUCTION
An analysis and evaluation of this proposed monopole site has been performed on January 27th, 2021 in accordance with FCC Rules for human exposure to radio frequency emissions.

In 1997, the Telecommunications Act of 1996 was implemented. One of the purposes of this law was to set Federal standards for FCC Licensed transmitters to comply with the National Environmental Policy Act (NEPA) of 1969. This was accomplished by combining National Council on Radiation Protection (NCRP) limits and Institute of Electrical and Electronics Engineers (IEEE) limits adopted by the American National Standards Institute (ANSI), into the current two tier limits also known as the Maximum Permissible Exposure (MPE) limits. These standards (limits) are found in Title 47 CFR 1.1307 and 47 CFR 1.1310 (referenced in Appendix A) and are enforced by the FCC. This two tier standard has been developed to establish the limits of human exposure to radio frequency (RF) emissions so that no adverse biological effects from these RF emissions will occur in either Occupational personnel or the General Public. The Occupational/Controlled Standard (higher limit) has been set to a limit that is 10 times below (1/10th) the threshold that the human body experiences any adverse biological effects from these RF Emissions. The FCC General Population/Uncontrolled limit is the lower limit (also referred to as FCC Public Limit) that is five times lower than the FCC Occupational limit, which adds a significant safety factor for the General Public for any possible adverse effects from RF emissions. For persons to be allowed to enter areas that exceed the FCC Public limit (restricted areas) and the FCC Occupational limits (5 times stronger than the Public limit) a level of awareness (awareness is accomplished typically through training) is required for those persons to enable them to control their exposure level. Locations that have RF emission levels above the FCC Public limit should have a written RF Safety program in place at the site that contains information to provide the means for personnel to achieve awareness.

Methods for preparing this analysis are based on guidelines contained in the FCC OET 65 document “Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields”. This document is available for download and review at www.FCC.gov .

The FCC has proposed changes to RF Compliance regulations in FCC 19-126 and is scheduled to become law at some time in 2021. These changes include requirements for RF Safety plans for sites that may exceed the FCC Public limits. Based on these changes, this site was analyzed from a public (Unrestricted/Uncontrolled) perspective as well as a worker (Restricted/Controlled) perspective in two separate areas or zones.

There are two areas (zones) that were evaluated for this analysis. The first zone (Unrestricted/Zone 1) is the unrestricted areas that are readily accessible to anyone at ground level adjacent to the site (considered the general public). The second zone (Restricted/Zone 2) is the elevated area near the antenna structure(s). These elevated areas are only accessible to personnel that utilize vertical lift equipment (i.e. bucket trucks) or climb the tower to perform maintenance activities on the monopole. This second zone could qualify as a restricted (controlled) area for RF Safety purposes only if sufficient information is provided to all personnel accessing these areas that will enable them to control their exposure (awareness/training).

2. SCOPE
The FCC Public limits apply to Unrestricted/Uncontrolled areas at ground level (Unrestricted/Zone 1) and surrounding buildings. The Restricted/Controlled areas near the antenna arrays are the areas that workers may access elevated areas (Restricted/Zone 2) near the antenna arrays. These workers will require sufficient information to allow them to control their RF exposure (awareness/training).

An analysis and evaluation of this proposed wireless communications facility has been performed with theoretical predictions in accordance with FCC Rules for human exposure to radio frequency emissions.

Theoretical Analysis:

The software tool utilized for theoretical analysis is RoofView, a product of Richard Tell Associates, Inc. RoofView® is recognized as a commercially available software program for determining human radiofrequency exposure limits as noted in FCC OET

65. All proposed transmitting antennas that have a possibility of having a significant contribution
1 to the radiofrequency environment at this location have been included in this analysis. It will be assumed that all of the transmitting antennas will be operating at 100% capacity and 100% duty cycle to simulate a most intensive scenario for safety reasons. This analysis tool is very conservative in nature and in almost all instances will predict exposure levels greater than the actual measured values.

The primary calculation engine utilized by RoofView is the cylindrical model. This model was used to compute the average power density on the surface of an imaginary cylinder, with a height equal to the antenna’s aperture, and a radius equal to the distance of interest.

Figure 2b Cylindrical model utilized within RoofView®
_____________________
1 Significant Contribution to the environment is any RF emitter that contributes >1% of the FCC Public limit to the area of interest being analyzed.

3. SUMMARY AND CONCLUSION
Summary:

This analysis was accomplished for the proposed monopole site in all readily accessible locations. The determination of compliance was made using theoretical analysis results at ground level and nearby rooftops (Zone 1). The restricted areas (Zone 2) above ground level were also analyzed utilizing RoofView®.

The two FCC standards are FCC Occupational/Controlled limit (for workers made “fully aware” of their exposure i.e. trained) and the FCC Public/Uncontrolled limit (untrained workers are also in this category) which has an additional safety factor of five times less RF power density than the FCC Occupational limit (see Appendix A for FCC limit details).

The FCC Public limit is the applicable standard to apply to the entire Zone 1 area (including rooftops).

Persons that are exposed to RF energy in the FCC Public category can receive RF energy exposure up to or less than 100% of the FCC Public limit indefinitely without exceeding the FCC Public limit.

Conclusion:

Zone 1 (unrestricted areas)
This entire area is considered “unrestricted” access by the general public at ground level surrounding the antenna monopole.

The most intensive scenario predicted exposure level based on theoretical analysis performed by RoofView® will be 15.3% of the FCC Public limit (see figure 5b green area). This site will be compliant with FCC Public limit rules for human exposure at all readily accessible locations at ground level near this existing site. The rooftop areas in the vicinity of the proposed monopole have also been analyzed. The Firetruck Storage rooftop is predicted to be 1.2% of the FCC Public Limit and the Corporate Yard Offices rooftop should not exceed 0.0307% of the FCC Public Limit.

Zone 2 (restricted areas)
This area is considered “restricted” access and only persons fulfilling a maintenance function that have access to vertical lift equipment (i.e. bucket trucks) or will have access to climb the monopole. Persons working above ground level may encounter RF exposure limits much greater than 100% of the FCC Occupational limit (see figure 5d).

The theoretical calculated MPE limit maximum is 2,044.9% of the FCC Occupational limit at a height of 57 feet AGL. This is a Level 4 RF Exposure category (see Appendix C). Workers accessing the monopole 45 feet above the ground must follow RF Safety Plan guidelines while performing any work above the 45 foot level.

Please see Appendix C for “Recommended Practice for Radio Frequency Safety Programs, 3 kHz to 300 GHz IEEE C95.7-2014”. The Exposure Categories are listed as well as RF Safety Program controls.

Attachment 2 Agenda Report Page 109
© 2021 Global RF Solutions 7
Appropriate RF Alerting signage must be displayed at the base of the antenna structure (tower) with appropriate contact information to enable workers to coordinate working in areas that may require power reductions or shut down to prevent their exposure beyond the FCC MPE limits. A Category 4 RF Exposure site requires a red “Warning” sign at the base of the tower.

Warning: Category 4 is the highest RF Exposure category! Safety Measures must be established and verified before sending workers aloft to maintain a Category 4 site.

4. SITE DESCRIPTION
Figure 4a Layout of the proposed antenna structure/monopole.

Site ID: CA-2016003 Site Name: Piedmont Corporate Yard
Date of
Evaluation
January 27th,
2021
Site Evaluator (name): Marv Wessel
Site Type Building Tower/Monopole XX Water Tower
Address: 898 Red Rock Road, Piedmont, CA 94611
GPS NAD83 N 37.83188 W 122.2295
Attachment 2 Agenda Report Page 111
© 2021 Global RF Solutions 9

4. SITE DESCRIPTION (continued)
Figure 4b Detailed layout of the proposed location for the antenna structure/monopole.

5. THEORETICAL ANALYSIS RESULTS
The table listed below contains the data utilized for the theoretical calculations in RoofView®. The data utilized for the analysis was supplied by T-Mobile for their proposed antenna installation. The data for the other providers is based on typical data for similar installations utilizing the frequencies and RF power settings normally associated with a typical installation of the listed providers. The azimuths (pointing directions) for all antennas were determined by mimicking the planned azimuths provided by T-Mobile for all other antennas. T-Mobile has already determined the best azimuths for desired coverage of existing and potential customers.

Figure 5a RoofView® data table used for theoretical analysis.

5. THEORETICAL ANALYSIS RESULTS (continued)
This is the predicted software plot for the “Zone 1” (unrestricted ground level access) using the FCC PUBLIC standard for all existing antennas operating at full capacity (most intensive scenario). The grid is in 10-foot increments. The results show that the FCC Public MPE limits may not be exceeded at any ground level location (15.3% FCC Public limit maximum).

Figure 5b RoofView® plot Zone 1 (unrestricted ground level).

5. THEORETICAL ANALYSIS RESULTS (continued)
This is the predicted software plot for the “Zone 1” (unrestricted rooftop level access) using the FCC PUBLIC standard for all existing antennas operating at full capacity (most intensive scenario). The grid is in 10-foot increments. The results show that the FCC Public MPE limits may not be exceeded at any rooftop level location (1.2% FCC Public limit on the fire truck storage rooftop and 0.0307% FCC Public limit on the Corporation Yard Office rooftop).

Figure 5c RoofView® plot Zone 1 (30 foot above ground level for rooftops).

5. THEORETICAL ANALYSIS RESULTS (continued)
This is the predicted software plot for the “Zone 2” (restricted areas 57’ above ground level or bottom of the lowest planned antennas) using the FCC PUBLIC standard for all proposed antennas operating at full capacity (most intensive scenario). The results show that the FCC Public MPE limits (Blue Color) may be exceeded up to 37 feet away from the antennas and the FCC Occupational limit may be exceeded up to 17 feet away from the antennas (Yellow Color). Maximum predicted in front of the antennas is 10,224.5% of the FCC Public Limit or 2,044.9% of the FCC Occupational limit.

Figure 5d RoofView® plot 57’ AGL.

APPENDIX A- LIMITS FOR MAXIMUM

PERMISSIBLE EXPOSURE (MPE)
(REFERENCE= TABLE 1. Title 47 CFR)
(A) Limits for Occupational/Controlled Exposure
_________________________________________________________________ Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) |E|2, |H|2 or S
(MHz) (V/m) (A/m) (mW/cm2) (minutes)
_________________________________________________________________

0.3-3.0 614 1.63 (100)* 6

3.0-30 1842/f 4.89/f (900/f2)* 6
30-300 61.4 0.163 1.0 6
300-1500 -- -- f/300 6
1500-100,000 -- -- 5 6
_________________________________________________________________ (B) Limits for General Population/Uncontrolled Exposure _________________________________________________________________ Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) |E|2, |H|2 or S
(MHz) (V/m) (A/m) (mW/cm2) (minutes)
_________________________________________________________________

0.3-1.34 614 1.63 (100)* 30

1.34-30 824/f 2.19/f (180/f2)* 30
30-300 27.5 0.073 0.2 30
300-1500 -- -- f/1500 30
1500-100,000 -- -- 1.0 30
_________________________________________________________________ f = frequency in MHz *Plane-wave equivalent power density NOTE 1: Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is made aware of the potential for exposure.

NOTE 2: General population/uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure.

SAFETY PLANS
The FCC recognizes “Recommended Practice for Radio Frequency Safety Programs, 3 kHz to 300 GHz IEEE C95.7-2014” as a document outlining components of an RF Safety Program for persons working in RF exposure environments. This document classifies 4 RF Safety Program (RFSP) Exposure categories described in the table below.

Table B1 RFSP Categories
The Following are possible RFSP Controls that may be used to develop an RF Safety Program (RFSP):
• Engineering
 Shielding, site configuration, barriers
• Administrative
 Signs, floor markings, work practices, lockout/ tag-out, time averaging, personal monitors
• PPE
 Gloves, protective clothing
• Training
 General awareness, limits, controls, medical devices, overexposures, electro-explosives, ancillary hazards If more detail is required it is advisable that you obtain IEEE C95.7-2014 for further guidance.

Attachment 2 Agenda Report Page 118
© 2021 Global RF Solutions 16
APPENDIX C – DISCUSSION
There were several questions raised by staff based on the last report prepared for this site. Most of them have been answered in this revised report format. Question #6 actually had several questions regarding the RoofView display. We were using RoofView Version 4.15 in 2018. We are now using RoofView version 5.12 with several enhancements.

These are the several questions asked in question 6 below:

Responses:
 Areas previously in green are now “White” for <5% of the FCC limit. An additional color (4 total) has been added to RoofView. The plots in Section 5 have a legend included (see figure C1 below).

Figure C1
The square pixels are colors that match the legend. The very small dots represent antennas. Black dots are the antenna locations looking from a top down view. If multiple antennas occupy the same x-y coordinates like they do for this analysis and are placed on top of one another (i.e. multiple carriers underneath or multiband antennas that have several antennas in the same radome) the antennas that occupy the same xy coordinates are displayed in the analysis in blue. I have turned the identifying labels off to make a cleaner presentation. Unfortunately you cannot completely disable the identifying dots from the presentation. Round dots do not represent exposure values displayed in the legend. This is what it would look like if the labels were left on (figure C2).
•
• •
• •
• •
• • •
• • •
• • • •
• • • •
• • • •
• • • •
• • • •
• • • •
• • • •
• • •
• •
• •
•
RF Color Legend This Analysis Prepared By
% MPE Engineer
0 - 5.0 Marv Wessel

5.0 - 100.0
100.0 - 500.0
> 500.0
FCC 1997 Public
Attachment 2 Agenda Report Page 119
© 2021 Global RF Solutions 17
Figure C2
This should help understand that the dots are not displaying exposure values.

It was also asked “Does the base station equipment emit RF?” The answer is yes but only through balanced transmission line connected to the antennas on the monopole.

RF does not radiate directly from the base station equipment cabinet. All of the equipment is shielded very well. If the coax were disconnected from the antennas the RF would reflect back into the transmitter. There is nothing to study for exposure near base station equipment unless an antenna had been connected to the equipment at ground level (which should never occur).
• 52.T
• 49.S • 53.t
• 50.s • 37.N
• 51.ss • 38.n
• 62.X• 34.M • 20.H
• 63.x• 35.m • 21.h
• 47.R • 59.W• 36.mm • 2.B
• 48.r • 60.ww • 16.G • 3.b
• 32.L • 61.ww • 17.g • 4.bb
• 33.l • 44.Q• 18.ggg • 5.bbb
• 12.F • 45.q• 19.gg • 24.ii
• 13.f • 46.qq • 1.A • 25.iii
• 14.ff • 28.K• 7.d • 6.C
• 15.fff • 29.k• 8.D
• 30.kk • 9.dd
• 31.kkk • 10.ddd
• 11.E
RF Color Legend This Analysis Prepared By
% MPE Engineer
0 - 5.0 Marv Wessel

5.0 - 100.0
100.0 - 500.0
> 500.0
FCC 1997 Public
Attachment 2 Agenda Report Page 120
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: NN BJW WRB 19-02396 DATE DESCRIPTION FOR INFORMATION REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/26/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 FIGURE INTENDED FOR INFORMATIONAL PURPOSES ONLY 01/26/21 VIEWSHED CROSS SECTION AERIAL OVERLAY PLAN C-9 80 0 160 320 VIEWSHED CROSS SECTION AERIAL OVERLAY PLAN 11" X 17": 1" = 160' 22" X 34": 1" = 80' 40 80 240 CC-12 SUBJECT PROPERTY LINE BC-11 DC-12 C-11 A NOTE: 1. EXISTING BACKGROUND IMAGERY IS OBTAINED THROUGH GOOGLE EARTH DATED 03/29/2020. SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE EXISTING ATHLETIC FIELD MORAGA AVE MORAGA AVE SEENIC AVE SEENIC AVE PALA AVE SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE RED ROCK RD ABBOTT WAY MAXWELTON RD ECHO LN MAXWELTON RD STARK KNOLL PL PROPOSED GST 95' MONOPOLE TOWER PROPOSED GST FENCED COMPOUND WITHIN TOWER LEASE AREA (TYP.) EXISTING CHAINLINK FENCE (TYP.) PROPOSED 10' WIDE GST ACCESS ROAD LIMITS OF FIELD EXPANSION STUDY AREA (TYP.) 800' RADIUS FROM PROPOSED GST TOWER CENTER (SEE SHEET C-10 FOR TOPO) BC-11 CC-12 DC-12 C-11 A VIEWSHED CROSS SECTION LINE (TYP.) EXISTING HOUSES/BUILDINGS (TYP.) EC-13 EC-13 Attachment
2 Agenda Report Page 121
THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: NN BJW WRB 19-02396 DATE DESCRIPTION FOR INFORMATION REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/26/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 FIGURE INTENDED FOR INFORMATIONAL PURPOSES ONLY 01/26/21 VIEWSHED CROSS SECTION TOPOGRAPHIC PLAN C-10 80 0 160 320 VIEWSHED CROSS SECTION TOPOGRAPHIC PLAN (2-FT CONTOUR) 11" X 17": 1" = 160' 22" X 34": 1" = 80' 40 80 240 CC-12 SUBJECT PROPERTY LINE BC-11 DC-12 C-11 A NOTES: 1. EXISTING 2-FT CONTOURS ARE DEVELOPED FROM CUSTOM PROCESSING OF LIDAR TITLED USGS LIDAR POINT CLOUD CA NOCAL WILDFIRES FLOWN BETWEEN 12/01/2017 AND 04/24/2018 AND PUBLISHED BY U.S. GEOLOGICAL SURVEY AND OBTAINED THROUGH USGS THE NATIONAL MAP VIEWER. 2. POSITION OF STRUCTURES ARE BASED ON LIDAR POINT CLOUD (SEE NOTE 1 FOR SOURCE) AND GOOGLE IMAGERY DATED 03/29/2020. SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE EXISTING ATHLETIC FIELD MORAGA AVE MORAGA AVE SEENIC AVE PALA AVESEENIC AVE SUBJECT PROPERTY LINE

RED ROCK RD

ABBOTT WAY
MAXWELTON RD ECHO LN MAXWELTON RD STARK KNOLL PL PROPOSED GST 95' MONOPOLE TOWER PROPOSED 10' WIDE GST ACCESS ROAD LIMITS OF FIELD EXPANSION STUDY AREA (TYP.) 800' RADIUS FROM PROPOSED GST TOWER CENTER (SEE SHEET C-9 FOR AERIAL) BC-11 CC-12 DC-12 C-11 A EXISTING HOUSES/BUILDINGS (TYP.) VIEWSHED CROSS SECTION LINE (TYP.) SUBJECT PROPERTY LINE PROPOSED GST FENCED COMPOUND WITHIN TOWER LEASE AREA (TYP.) EXISTING CHAINLINK FENCE (TYP.) PROPOSED 10' WIDE GST ACCESS ROAD EC-13 EC-13 Attachment
2 Agenda Report Page 122
Section A-A 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 300' 320' 340' 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 300' 320' 340' 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: NN BJW WRB 19-02396 DATE DESCRIPTION FOR INFORMATION REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/26/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 FIGURE INTENDED FOR INFORMATIONAL PURPOSES ONLY 01/26/21 1600-FT CROSS SECTIONS (SECTION A-A & SECTION B-B) C-11 60 30 0 60 120 180 240 SECTION B-B SCALE 1" = 120' (11" X 17" SHEET) SCALE 1" = 60' (22" X 34" SHEET) 60 30 0 60 120 180 240 SECTION A-A SCALE 1" = 120' (11" X 17" SHEET) SCALE 1" = 60' (22" X 34" SHEET) NOTES: 1. EXISTING GRADE AND EXISTING TREE CANOPY ARE DEVELOPED FROM CUSTOM PROCESSING OF LIDAR TITLED USGS LIDAR POINT CLOUD CA NOCAL WILDFIRES FLOWN BETWEEN 12/01/2017 AND 04/24/2018 AND PUBLISHED BY U.S. GEOLOGICAL SURVEY AND OBTAINED THROUGH USGS THE NATIONAL MAP VIEWER. 2. POSITION OF STRUCTURES ARE BASED ON LIDAR POINT CLOUD (SEE NOTE 1 FOR SOURCE) AND GOOGLE IMAGERY DATED 03/29/2020. PROPOSED GST FENCED COMPOUND (TYP.) EXISTING TOP OF TREE CANOPY (SEE NOTE 1) PROPOSED GST 95' MONOPOLE EXISTING BUILDING (TYP.) (SEE NOTE 2) EXISTING GRADE (SEE NOTE 1) EXISTING PAVED DRIVE EXISTING PAVED DRIVE PROPOSED GST FENCED COMPOUND (TYP.) PROPOSED GST 95' MONOPOLE EXISTING TOP OF TREE CANOPY (SEE NOTE 1) EXISTING GRADE (SEE NOTE 1) EXISTING TREES WITHIN PROPOSED LEASE AREA (TO BE REMOVED) EXISTING PARKING LOT EXISTING BUILDING (TYP.) (SEE NOTE 2) EXISTING TREES WITHIN PROPOSED LEASE AREA (TO BE REMOVED)

ELEVATION (FEET) ELEVATION (FEET)

ELEVATION (FEET) ELEVATION (FEET) VIEW TO BAY
Attachment
2 Agenda Report Page 123
300' 320' 340' 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 660' 680' 700' 720' 740' 300' 320' 340' 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 660' 680' 700' 720' 740' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 660' 680' 700' 720' 740' 760' 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 660' 680' 700' 720' 740' 760' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: NN BJW WRB 19-02396 DATE DESCRIPTION FOR INFORMATION REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/26/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 FIGURE INTENDED FOR INFORMATIONAL PURPOSES ONLY 01/26/21 1600-FT CROSS SECTIONS (SECTION C-C & SECTION D-D) C-12 60 30 0 60 120 180 240 SECTION D-D SCALE 1" = 120' (11" X 17" SHEET) SCALE 1" = 60' (22" X 34" SHEET) 60 30 0 60 120 180 240 SECTION C-C SCALE 1" = 120' (11" X 17" SHEET) SCALE 1" = 60' (22" X 34" SHEET) NOTES: 1. EXISTING GRADE AND EXISTING TREE CANOPY ARE DEVELOPED FROM CUSTOM PROCESSING OF LIDAR TITLED USGS LIDAR POINT CLOUD CA NOCAL WILDFIRES FLOWN BETWEEN 12/01/2017 AND 04/24/2018 AND PUBLISHED BY U.S. GEOLOGICAL SURVEY AND OBTAINED THROUGH USGS THE NATIONAL MAP VIEWER. 2. POSITION OF STRUCTURES ARE BASED ON LIDAR POINT CLOUD (SEE NOTE 1 FOR SOURCE) AND GOOGLE IMAGERY DATED 03/29/2020. PROPOSED GST FENCED COMPOUND (TYP.) EXISTING TOP OF TREE CANOPY (SEE NOTE 1) PROPOSED GST 95' MONOPOLE EXISTING BUILDING (TYP.) (SEE NOTE 2) EXISTING GRADE (SEE NOTE 1) EXISTING PAVED DRIVE EXISTING PAVED ROAD (TYP.) EXISTING PAVED DRIVE PROPOSED GST FENCED COMPOUND (TYP.) PROPOSED GST 95' MONOPOLE EXISTING TOP OF TREE CANOPY (SEE NOTE 1) EXISTING GRADE (SEE NOTE 1) EXISTING ATHLETIC FIELD

ABBOTT WAY
ABBOTT WAY EXISTING PAVED ROAD (TYP.) EXISTING BUILDING (TYP.) (SEE NOTE 2)

SEENIC AVE

SEENIC AVE EXISTING ATHLETIC FIELD

ELEVATION (FEET)

ELEVATION (FEET) VIEW TO BAY
Attachment
2 Agenda Report Page 124
260' 280' 300' 320' 340' 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 660' 680' 700' 260' 280' 300' 320' 340' 360' 380' 400' 420' 440' 460' 480' 500' 520' 540' 560' 580' 600' 620' 640' 660' 680' 700' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. CA-2016003 PIEDMONT CORPORATE YARD SITE NAME: SITE ADDRESS: T-MOBILE SITE ID: SHEET TITLE SHEET NUMBER PREPARED BY: PREPARED FOR:SF92372A DRAWN BY: CHECKED BY: APPV'D: PROJECT NO: NN BJW WRB 19-02396 DATE DESCRIPTION FOR INFORMATION REV0 ISSUED BY BJW 898 RED ROCK ROAD PIEDMONT, CA 9461101/26/21 MICHAEL L. LASSITER, P.E. CALIFORNIA LICENSE NO. C63329 FIGURE INTENDED FOR INFORMATIONAL PURPOSES ONLY 01/26/21 1600-FT CROSS SECTIONS (SECTION E-E) C-13 NOTES: 1. EXISTING GRADE AND EXISTING TREE CANOPY ARE DEVELOPED FROM CUSTOM PROCESSING OF LIDAR TITLED USGS LIDAR POINT CLOUD CA NOCAL WILDFIRES FLOWN BETWEEN 12/01/2017 AND 04/24/2018 AND PUBLISHED BY U.S. GEOLOGICAL SURVEY AND OBTAINED THROUGH USGS THE NATIONAL MAP VIEWER. 2. POSITION OF STRUCTURES ARE BASED ON LIDAR POINT CLOUD (SEE NOTE 1 FOR SOURCE) AND GOOGLE IMAGERY DATED 03/29/2020. SECTION E-E SCALE 1" = 120' (11" X 17" SHEET) SCALE 1" = 60' (22" X 34" SHEET) 60 30 0 60 120 180 240 PROPOSED GST FENCED COMPOUND (TYP.) EXISTING TOP OF TREE CANOPY (SEE NOTE 1) PROPOSED GST 95' MONOPOLE EXISTING BUILDING (TYP.) (SEE NOTE 2) EXISTING GRADE (SEE NOTE 1) EXISTING TREES WITHIN PROPOSED LEASE AREA (TO BE REMOVED)

ELEVATION (FEET) VIEW TO BAY EXISTING SHED

ELEVATION (FEET)
Attachment
2 Agenda Report Page 125
Conclusions
• Construction of this project will result in significantly improved cellular phone service to Piedmont.
• Construction of this project will result in significantly improved data coverage and capacity to Piedmont.
• The existing T-Mobile installation is not capable of accommodating more carriers, meaning that multiple installations would be required without the proposed installation.
• The existing installation is not capable of accommodating new technology equipment, such as 5G.
• The selected location ensures minimal visual and aesthetic impact:

1. existing dense vegetation

2. significant setback from Moraga Avenue

3. site’s location in the Corp Yard, historically used as a rock quarry • 911 Emergency services will be fortified and enhanced.

Attachment 2 Agenda Report Page 126
Urgent need for reliable cell phone coverage, data capacity General existing coverage setting
(green= reliable indoor coverage; blue = reliable outdoor coverage, fair indoor coverage) Attachment 2 Agenda Report Page 127
Urgent need for reliable cell phone coverage, data capacity General resulting coverage
(green = reliable indoor coverage; blue = reliable outdoor coverage, fair indoor coverage) Attachment 2 Agenda Report Page 128
T-Mobile
Lighter pink: fair coverage
darker pink: good coverage
Attachment 2 Agenda Report Page 129
T
-Mobile Lighter pink: fair coverage
darker pink: good coverage
Attachment 2 Agenda Report Page 130

Piedmont City CouncilJune 3, 2024

Piedmont City Council
June 3, 2024