Agenda Item No: 1.i
PLACENTIA CITY COUNCIL AGENDA REPORT
Meeting Date: November 19, 2024
Submitted by: Gabriel Guerrero-Gabany
From: Public Works
Subject:
Grant of Easement to Southern California Edison for Electric Utility Systems Located at 2210 Valencia Avenue, Koch Park
Financial Impact:
Fiscal Impact: None
Summary:
The proposed Grant of Easement to Southern California Edison (SCE) is for safety remediation required for a deteriorated pole located in the southwest corner of 2210 Valencia Avenue at Koch Park. The pole and existing anchors in public right of way will be replaced during the pole remediation. A new 15' anchor will be installed on City property, within the park, to support the pole and back up tension on the overhead line, across Valencia Avenue.
The total easement area is 120 square feet. In order for SCE to schedule the crews to perform the necessary work, an anchor easement is required for the new anchor installation. This pole supports various overhead lines in a few directions.
Recommendation:
Recommended Action: It is recommended that the City Council:
1. Approve the Grant of Easement to Southern California Edison for electric utility systems located at 2210 Valencia Avenue, Koch Park; and
2. Authorize the Acting City Administrator to execute the Grant of Easement on behalf of the City in a form approved by the City Attorney.
Strategic Plan Statement:
The recommended actions conform to Strategic Plan Goal 5, Implement Public Infrastructure to Meet Community Needs.
Discussion:
Southern California Edison (SCE) identified a deteriorated utility pole located in the southwest corner of Koch Park at 2210 Valencia Ave. SCE plans to replace the existing pole along with its anchors, which are currently in City property within the sidewalk. As a part of the remediation process, SCE will install a new 15 -foot anchor within Koch Park. This new anchor is essential for providing additional support to the pole and maintaining back-up tension on the overhead lines, particular those that run across Valencia Avenue. Proper anchoring is vital to ensure that the overhead utility lines and pole remain secure and are less susceptible to 95 environmental stresses, such as wind or debris loads.
In order for SCE to move forward with scheduling the necessary work crews, an anchor easement is required (Attachment 1). The total easement area is 120 square feet. This easement will grant SCE legal permission to install the new anchors on City property within Koch Park. The inclusion of the easement is a critical step to facilitate the installation and ensure that all regulatory and safety measures are adhered to. For further clarity, there is an SCE work order sketch (Attachment 2), which visually outlines the planned work and positioning of the new anchor in relation to the existing infrastructure. This sketch can provide additional context to the remediation efforts and illustrate how the replacement of the pole and new anchor will help maintain the safety and integrity of the electrical service in the area.
Attachments
Attachment 1_SCE Easement.pdf
Attachment 2_Work Order Design and Image.pdf
96 0
RECORDING REQUESTED BY
SOUTHERN CALIFORNIA
EDISON
An EDISON INTERNATIONAL Company
WHEN RECORDED MAIL TO
SOUTHERN CALIFORNIA EDISON COMPANY
2 INNOVATION WAY, 2nd FLOOR
POMONA, CA 91768
Attn: Title and Real Estate Services
SPACE ABOVE THIS LINE FOR RECORDER'S USE
SCE Doc. No.
GRANT OF DOCUMENTARY TRANSFER TAX $ NONE DISTRICT SERVICE ORDER SERIAL NO. MAP SIZE EASEMENT VALUE AND CONSIDERATION LESS THAN $100.001 Fullerton TD2218851 SCE Company GVM MT -2051-D APPROVED: BY DATE
SIG. OF DECLARANT OR AGENT DETERMINING TAX FIRM NAME APN 336-281-03 VEGETATION & LAND SLS/BT 10/03/2024
MANAGEMENT
CITY OF PLACENTIA, a municipal corporation, (hereinafter referred to as "Grantor"), hereby grants to SOUTHERN CALIFORNIA EDISON COMPANY, a corporation, its successors and assigns (hereinafter referred to as "Grantee") , an easement to construct, use, maintain, operate, alter, add to, repair, replace, inspect, relocate and/or remove at any time and from time to time stub poles, guywires, anchors, and other appurtenant fixtures and/or equipment made for anchorage purposes (hereinafter referred to as "Grantee's facilities"), in, on, over and across that certain real property in the County of Orange, State of California, described as follows:
TWO STRIPS OF LAND LYING WITHIN THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 9 WEST, IN THE RANCHO SAN JUAN CAJON DE SANTA ANA, AS PER MAP RECORDED IN BOOK 51, PAGE 7 OF MISCELLANEOUS
MAPS, SAID PORTION IS MORE PARTICULARLY DESCRIBED IN THE DEED TO THE GRANTOR HEREIN, RECORDED ON DECEMBER 28, 1965 AS DOCUMENT NO. 20720, IN BOOK 7786, PAGE 864, OF OFFICIAL
RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, HEREINAFTER REFERRED TO AS "LAND", SAID STRIPS ARE DESCRIBED AS FOLLOWS:
STRIP #1 (4.00 FEET WIDE)
THE SOUTHERLY LINE OF SAID STRIP IS DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF VALENCIA AVENUE, 30.00 FOOT HALF -WIDTH, AS IT NOW EXISTS, WITH THE SOUTHERLY LINE OF SAID "LAND"; THENCE ALONG THE SOUTHERLY LINE OF SAID "LAND", SOUTH 89°59'29" EAST 16.00 FEET TO THE POINT OF TERMINUS.
THE NORTHERLY SIDELINE OF SAID STRIP IS TO BE PROLONGED TO TERMINATE WESTERLY IN THE EASTERLY LINE OF SAID VALENCIA AVENUE.
STRIP #2 (4.00 FEET WIDE)
THE WESTERLY LINE OF SAID STRIP IS DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF SAID VALENCIA AVENUE, 30.00 FOOT HALF -WIDTH, AS IT NOW EXISTS, WITH THE SOUTHERLY LINE OF SAID "LAND"; 97 THENCE ALONG THE EASTERLY LINE OF SAID VALENCIA AVENUE, NORTH 00°00'11" WEST 18.00 FEET TO THE POINT OF TERMINUS.
THE EASTERLY SIDELINE OF SAID STRIP IS TO BE PROLONGED TO TERMINATE SOUTHERLY IN THE SOUTHERLY LINE OF SAID "LAND".
EXCEPTING THEREFROM THAT PORTION INCLUDED WITHIN STRIP #1 DESCRIBED HEREINABOVE.
FOR SKETCH TO ACCOMPANY LEGAL DESCRIPTION, SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF.
It is understood and agreed that the above description is approximate only, it being the intention of the Grantor(s) to grant an easement for said systems as constructed. The centerline of the easement shall be coincidental with the centerline of said systems as constructed in, on, over, under, across, and along the Grantor(s) property.
This legal description was prepared pursuant to Sec. 8730(c) of the Business & Professions Code.
Grantee shall have free access to Grantee's facilities and every part thereof, at all times, for the purpose of exercising the rights herein granted.
EXECUTED this day of , 20
2 GRANTOR
CITY OF PLACENTIA, a municipal corporation
Signature
Print Name
Title
DDP802414428
TD2218851
98 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, , a Notary Public, 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)
3 DDP802414428
TD2218851
99 EXECUTED this day of , 20 .
GRANTEE
SOUTHERN CALIFORNIA EDISON COMPANY,
a corporation
Signature
Print Name
Title
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, a Notary Public, 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)
4 DDP802414428
TD2218851
100
PURD Y A VENUE
40'
40'
SCE EASEMENT
DSE802414428 I TD2218851
SLS/BT I 10/03/2024
LEGEND
DENOTES
SCE EASEMENT AREA
POB = POINT OF BEGINNING
VALENCIA
30'
N0000'1 1 "W
18.00'
POB STRIPS #1—•

N89°59'29"W
1 6.00'
40'
20 0
EXHIBIT "A"
N
M
POR. NW 1/4 OF NW /14 OF
SEC. 20, T 3 S, R 9 W,
IN THE RANCHO SAN JUAN CAJON
DE SANTA ANA (M.M. 51/7)
PER DEED REC. 12/28/1965
DOC. #20720,
BK. 7786, PG. 864, O.R.
STRIP #2
4' WIDE
STRIP #1
4' WIDE
LOT 16
LOT 15
20 TRACT NO. 4814
M.M. 171/20-21
40 scale
1"= 20'
feet
101
PM SAVED BY: SAUCEDC
SAVE DATE.2/21/202
LL
NOTE:
- SAME HOLE SET DUE TO COMM RISERS
- PAVEMENT REPAIR - CONCRETE: 7'x7'
- TREE TRIMMING REQ'D
- TRUCK ACCESS
- NEAREST ADDRESS: 2219 VALENCIA AVE
- RIGHTS CHECK REQ'D - ANCHOR INSTALL
- RENTER ON POLE - CONTACT CATV (TWC)
- CREW TO TRANSFER BF05907 TO NEW COMPOSITE FUSE ARM;
SEE POLE HEAD
- SAP #10067346 & #10184094 ARE STATIONED UNDER
CU P -50 -C4 -WD -1
JPO NOTES:
- JP05SHS
- JOINT MEET REQ'D - MULTIPLE RISERS
- UNAUTHORIZED COMM ATTACHMENT (MCI)
TR: 3/C #4A-12KV (E)
TR: 3/C #4A-12KV (SLACK W)
TR: 1-#6AD-M (5)
TR: 3-12KV FH W/ FUSE (BF05907)
TR: 1-6' 200W STLT
TD2218851
RM: 1469332E
45'
RM:
RM:
RM:
RM:
RM:
NO HFRA
POLE
CLASS 4
1 — POLE 45' CLASS 4 WOOD FULL TREAT
1 — XA SNGL VB 10' STEEL PINS
6 — INS GLASS/POLY 35KV & LESS
1 — SEC 3—WIRE (284 RACK)
2 — AG SPAN GUY 9/32" — 200' (TO 1928E)
GPS:
LAT: 33' 54' 07.24"
LONG: 117' 51' 18.55"
ELEVATION: 353'
NOTES:
- TRUCK ACCESS
- IPI REQUIRED: NOTIFICATION #413690942
TD2218851
EX:1541928E POLE
50' (1964) INSP. 2014 CLASS 4
'FOR REFERENCE ONLY
UNGUYE[ MOMENT CALC (1928E).
DIRECTION FORCE:
9/32" SPAN GUY (B/U 3-#4A X 520 LB)
1,560 LBS X 38'6"
DIRECTION FORCE:
165' 2-#4A ® 100%
1,040 LBS X 39'6"
RESULTANT MOMENT ON POLE:
50' CLASS 4 DF POLE CAN HOLD (GRADE A/12 LB)
PURDY AVE
ISAG CLEARANCE: 1/OATW (TO 1928E)
PRIMARY MIDSPAN HEIGHT: 35'9"
1541927E
40 2/C t4A-12KV
® (165')
1-1/OAT-120V
EASEMENT REQ'D;
EASEMENT TO COVER
OVER HEAD FACILITIES
NOTE: NEW ANCHOR &
DOWN GUY TO BE
INSTALL ON NORTH &
EAST SIDE OF POLE
=1,560 FT -LBS
=60,060 LBS
=1,040 LBS
=41,080 FT -LBS
=18,980 FT -LBS
=25,568 FT -LBS
J
1684643E
45 0
2210
ISAG CLEARANCE: 1/OATW (TO 9642E)
PRIMARY MIDSPAN HEIGHT: 40'8"
Q1 3/C #4A-12KV (SLACK)
02 RM/IN: 2-9/32" SG
3/q #4A-12KV
(87')
1469642E
PL 45
�I
1n
0 0
1541929E
50 PROJFCT RFOIIIRFMFNTS (Y/N)
EDISON EASEMENT REQUIRED gsa
PWRD 88 REQUIRED
UG CIVIL ONLY WORK ORDER
PERMIT REQUIRED
PERMIT TYPE
OUTAGE REQUIRED
OUTAGE DATE: MME:
TRAFFIC CON1ROL REWIRED
PED. TRAFFIC CONTROL REQ'D
CONVEYANCE LETTER REQ'D
ENVIRONMENTAL REQUIREMENTS
DOCUMENT (ERD) REQUIRED
CSD 140 (TIM) REQ'D
CIRCUIT MAP CHANGE REO'D (10203)
DIG ALERT APP
VERIFIED ACTIVE AND
CONFIRMED USA TICKETS
UTIUQREST NO11F1ED
I➢
asa
STANDARD ADHERENCE:01/2024
0.124 R<. 4/4:144
1 469331 3E
GPS:
LAT: 33' 54' 07.29°
LONG: 117' 51' 17.74"
ELEVATION: 351'
SAME HOLE SET
TD2218851
IN: 1469332E
50'
IN:
IN:
IN:
IN:
IN:
IN:
IN:
IN:
IN:
IN:
ANCHOR d4 CALC (93321 (17' LEAS
GUY 1 (9/32") LOAD = 282 LBS
GUY 2 (9/32") LOAD = 2,023 LBS
TOTAL GUYING LOAD = 2,306 LBS
NO HFRA
POLE
CLASS 4
1 — POLE 50' CLASS 4 WOOD FULL TREAT
1 — XA SNGL DE HD COMP 10' W/BKT
1 — XA SNGL TAN HD COMP 10' W/BKT
6 — INS POLY DE 12KV HOT SHOE #4 TO 1/0
1 — SEC ROLLER (166—CLEVIS & SPOOL)
1 — SEC BRACKET 9" EXTENSION FOR RACK SEC
2 — AG SCREW ANCHOR 8" SINGLE HELIX
3 — AG DOWN GUY 9/32"-50' W/1—FGSI ALL KV
3 — OH GUYING TEE KIT CMP & WOOD
2 — AG SPAN GUY 9/32"-200' W/2—FGSI ALL KV (TO 1928E)
CV
O
SOIL TYPE = B
NEW
8' SGL HELIX PISA ANCHOR MAXIMUM ALLOWABLE LOAD = 18,800 LBS ANCHOR 85 CALC (9332) (15' LEAD)
GUY 1 (9/32") LOAD = 989 LBS
TOTAL GUYING LOAD = 2,306 LBS
SOIL TYPE = B
NEW
8" SGL HELIX PISA ANCHOR MAXIMUM ALLOWABLE LOAD = 18,800 LBS
DISTRICT
48 - FULLERTON
PROJECT NO. SERVICE REQUEST
2780377 3664078
CIRCUIT / VOLT GE
MAZATLAN 12KV
SUB / PG NO.
BREA SUB
INVENTORY MAP MT -2051—D
I!I�
SOUTHERN OAUICORNIA
EDISON
A EDISON IIIITRNATIONAL Company
NOT TO SCALE
PROJ. MGR. BENNETT, ROSSLYN PLANNER VARGAS, JESUS DESIGNER PHONE 909-274-1582 PHONE 760-625-3796 WCEP INC.
MSR NO. PRODUCT- ASSOC DESGN
2218851 -INFRASTRUCTURE REPLACEMENT -DET POLE REPLACEMENT GPS PRODUCT -2 ASSOC DESGN
SEE ABOVE
CIRCUIT CODE PRODUCT -3 ASSOC DESGN
11425
40. E6048- 4136975341 1469332E
PROPOSED CONSTRUCTION (LOCATION)
VALENCIA AVE E/S, 105' S/0 SL/0 PURDY AVE EXTD
PLACENTIA, CA
02/28/24 WCEP
TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX # SHEET
Southern California Edison Company
1 OF
2 DESIGN \DRWG NO.
1695788_0.01