HomeMy WebLinkAboutLD23-7280Permit Number: LD23-7280
LD - Utilities/ Access to Utility Agency Facilities
Issued: 10/07/2024
Expired: 04/05/2025
Job Address: 30580 Rancho California Rd
Legal Description: Parcel Map 23472:2
City of Temecula - Land Development Division
41000 Main Street - Temecula, CA 92590
Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033
Phone: (951) 308-6395 Fax: (951) 694-6475
Jane Smith
1530 Park Ave, 2
Long Beach, CA 90815
Applicant:
Hp Communications, Inc.
13341 Temescal Canyon Rd
Corona, CA 92883
(951) 572-1200
Contractor:
Utility Work Order Number: TM22
Description:
Crown Castle TM22
WORK HOURS SHALL BE MONDAY – FRIDAY, NO HOLIDAYS, 9:00am - 2:00pm
Location: Rancho California Rd N/S 725' W/O Margarita Rd
Proposed work:
Update small cell equipment per plan "CROWN CASTLE POLE ID# 213508, LD23-7280"
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD23-7280
Permittee shall comply with all applicable Traffic Control General Notes.
Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times.
Concrete repair shall be in accordance with City Standards and the Greenbook.
Trench repair shall be in accordance with City Standard Drawing 407.
Final compaction test results shall be provided by a soils engineer.
Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook.
All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of
Public Works Inspector.
Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work.
Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of
Page 1 of 3
Permit Number: LD23-7280
LD - Utilities/ Access to Utility Agency Facilities
project.
Permittee Responsibilities
This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees,
harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any
accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application.
Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407.
3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction
area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and
Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the
City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element
streets.
2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133
A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee
shall contact LDInspections@TemeculaCA.gov to schedule a meeting.
1.
4.
Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance.
Contractor is required to provide protection of the City storm drain system.
5.
Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted.
No work shall be allowed during City-recognized holidays."
6.
THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED
PROVISIONS:
All U.S.A. mark outs shall be removed prior to completion of project.7.
8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of
Liability prior to start of work.
9.Should there be any claim against the City and the property owner with the encroachment being the proximate
cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will
remove and bill the owner.
10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is
understood that this permit is limited to the work described herein and that all work is to be done in compliance
with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible
for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or
replacement of any existing improvement damaged by the doing of the work
I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of
Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether
herein stated or not.
11.
12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of
the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit.
******Contractor and all subcontractors shall be present at the pre-construction
meeting; otherwise, the meeting will be rescheduled to a later date******
Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall
be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13.
Permitee Date
Page 2 of 3
Permit Number: LD23-7280
LD - Utilities/ Access to Utility Agency Facilities
City Engineer or Authorized Representative Date
10/07/2024
Page 3 of 3
AREA MAP:
NO SCALE
JOB SITE
TRAFFIC CONTROL GENERAL NOTES (REV'D. 08/26/20):
1.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (CALIFORNIA MUTCD) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2.THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY.
3.ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE.
4.WORK HOURS SHALL BE RESTRICTED TO THE PERIOD BETWEEN 8:30 A.M. AND 3:30 P.M., MONDAY THROUGH FRIDAY, UNLESS
APPROVED OTHERWISE. WHEN NIGHT WORK IS REQUIRED, WORK HOURS SHALL BE 9 P.M. TO 5 A.M., SUNDAY THROUGH
THURSDAY.
5.TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS. STEEL PLATES SHALL HAVE ASPHALTIC CONCRETE
BERM ON ALL EDGES. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM STREET AT END OF EACH DAY AND AT THE END OF
THE JOB. THE STREET SHALL BE IN DRIVABLE CONDITION AT ALL TIMES.
6.PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS.
7.TEMPORARY "NO PARKING" SIGNS WILL BE POSTED 24 HOURS PRIOR TO COMMENCING WORK.
8.ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER ARRANGEMENTS ARE MADE.
9.THE CONTRACTOR SHALL REPLACE WITHIN 72 HOURS, ALL TRAFFIC SIGNAL LOOP DETECTORS DAMAGED DURING CONSTRUCTION.
10.THE CONTRACTOR SHALL REPLACE WITHIN 24 HOURS, ALL STRIPING REMOVED OR DAMAGED BY CONSTRUCTION WORK.
(STRIPING MAY BE REPLACED TEMPORARILY WITH TAPE.)
11.ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (OR A REFLECTIVE VEST AT NIGHT). ALL FLAGGERS SHALL ALSO BE
EQUIPPED WITH A HARD HAT, C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING
TRAFFIC.
12.ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE CITY OF TEMECULA'S
TRAFFIC DIVISION, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE CITY'S TRAFFIC DIVISION AT (951) 694 -6411.
13.THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS PER DAY AND 7 DAYS PER WEEK.
14.A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE DEPARTMENT
OF PUBLIC WORKS.
15.ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. LANE CLOSURES, ROAD
DETOURS, ROAD CLOSURES, AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES
WILL REQUIRE WARNING SIGNS BE PLACED AT LEAST ONE WEEK IN ADVANCE OF STARTING CONSTRUCTION.
16.A SOLAR POWERED FLASHING ARROW BOARD SHALL BE REQUIRED ON ALL ARTERIAL STREET LANE CLOSURES.
17.IF THE PERMIT APPLICANT DETERMINES THAT CONDUIT INSTALLATION WILL BE BY THE BORING MACHINE METHOD, THE TRENCH
PATCH FOR THE UTILITY OBSERVATION EXCAVATION WILL BE THE SAME AS FOR OPEN TRENCH EXCAVATION METHOD. THIS WILL
PROVIDE A SINGLE CONTINUOUS SURFACE RESTORATION ELIMINATING THE MULTIPLE PENETRATION INTO THE PUBLIC ROADWAY
TO ALL REQUIREMENTS IN CITY STANDARD DRAWING # 407 (SHEET 1 AND 2) FOR TRENCH PATCH.
18.ANY WORK THAT CREATES AN UNDUE SAFETY RISK OR CREATES SEVERE CONGESTION MAY BE SHUT DOWN BY CITY TRAFFIC
ENGINEERS, CITY FIELD INSPECTION, OR THE POLICE DEPARTMENT.
19.CONES AND DELINEATORS SHALL HAVE REFLECTORIZED SLEEVES FOR NIGHT WORK.
20.IF PARKING IS ALLOWED IN ADVANCE WARNING AREA, ADVANCE WARNING SIGNS SHALL BE MOUNTED ON HIGH LEVEL DEVICES.
APPLICANT IS RESPONSIBLE FOR FULL AND COMPLETE REPRESENTATION OF THE ACTUAL ROAD CONDITIONS SHOWN ON THIS PLAN
INCLUDING, BUT NOT LIMITED TO EXISTING STRIPING, SIGNING, SIDEWALKS, AND BIKE LANES.
RANCHO CALIFORNIA RD, SOUTHEAST OF YUKON RD
TRAFFIC CONTROL PLANS FOR
ENGINEER'S SEAL ENGINEER'S INFORMATION CITY OF TEMECULA
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
TRAFFIC CONTROL PLANS
FOR
RANCHO CALIFORNIA RD
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
1
3
BY APPR.DATE
PP
PERMIT NO. LD23-7280
REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
90% CDS CKR 10.11.2023
95% CDS KV 04.04.2024PP
MARK REVISIONS
A
B
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
PROJECT NO.TM22
2647
CONTRACTOR:
EXISTING NO TURN LANE
FLASHING ARROW SIGN TRAILER (TYP.)
TRAFFIC CONE
FLASHING ARROW SIGN (FAS)
EXISTING TURN ONLY LANE
BARRICADE
WORK ZONE
(FAS)
TRAFFIC SIGNAL
HIGH LEVEL WARNING DEVICE
(WITH CALTRANS & MUTCD CODE)
SIGN (WITH CALTRANS CODE)
TRAFFIC FLOW DIRECTION
FLAGGER
S
(HLWD)
HIGH LEVEL WARNING DEVICE
TRAFFIC CONE
POST TUBE
L WOS
DAEHA
(CMS)
CHANGEABLE MESSAGE SIGN TRAILER (TYP.)
MISCELLANEOUS DEVICES
DETAIL SHEET LEGEND
CONE SPACING - 25' MAXIMUM
W1-6 W1-8
W4-2
NARROWS
ROAD
W5-1
W6-4
AHEAD
LANE
CLOSED
CENTER
W9-3
XX
MPH
W13-1
W1-1 W1-2 W1-3 W1-4
TO STOP
PREPARED
BE
W3-4 W4-1
W6-3
PAVEMENT
ENDS
W8-3
SHOULDER
SOFT
W8-4
GRAVEL
LOOSE
W8-7
ROAD
ROUGH
W8-8
WORK
AHEAD
ROAD
W20-1
AHEAD
DETOUR
W20-2
CLOSED
ROAD
AHEAD
W20-3
ONE LANE
AHEAD
ROAD
W20-4
CLOSED
LEFT LANE
AHEAD
RIGHT
W20-5 W21-1A
FRESH
OIL
W21-2
ROAD
MACHINERY
AHEAD
W21-3
SHOULDER
WORK
W21-5
CREW
SURVEY
W21-6
AHEAD
UTILITY
WORK
W21-7
ROAD WORK
END
G20-2
DETOUR
M4-8
END
DETOUR
M4-8A
DETOUR
M4-10
C9A(CA)
LANE
NARROW
C12(CA)
TRENCH
OPEN
C27(CA)
STOP
C28A(CA)
SLOW
C28B(CA)
CLOSED
LANE
C30(CA)
R1-1
R3-1 R3-2
W12-1
R3-4
ONLY
R3-5 R3-6
TURN LEFT
M U S T
LEFT LANE
R3-7L
BIKE LANE
R3-17 AHEAD
R3-17A
ENDS
R3-17B
R3-18
NOT
PASS
DO
R4-1
BEGIN
RIGHT TURN LANE
YIELD TO BIKES
R4-4 R4-7
RIGHT
KEEP
R4-7A
RIGHT
KEEP
R4-7B
R5-6 R9-3A
SIDEWALK
CLOSED
R9-9
USE OTHER SIDE
SIDEWALK CLOSED
R9-10
CROSS HERE
SIDEWALK CLOSED
AHEAD
R9-11
CROSS HERE
SIDEWALK CLOSED
R9-11A
C L O S E D
R O A D
R11-2
ROAD CLOSED
LOCAL TRAFFIC ONLY
AHEAD
R11-3A
TO
THRU TRAFFIC
ROAD CLOSED
R11-4
REGULATORY SIGNS
WARNING SIGNS
RANCHO CA
L
I
F
O
R
N
I
A
R
D
RANCHO CA
L
I
F
O
R
N
I
A
R
D
MILKY WAY DR
M
I
L
K
Y
W
A
Y
D
R
AS
T
E
R
O
I
D
W
A
Y
YU
K
O
N
R
D
MA
R
G
A
R
I
T
A
R
D
WORKING HOURS:
9:00 PM TO 5:00 AM SUNDAY - THURSDAY
APPROX. DURATION OF WORK:
2 DAYS
TYPE OF WORK:
INSTALLATION
NOTE:
INSTALL TEMPORARY NO PARKING 72
HOURS PRIOR TO WORK IF NEEDED
04/08/24
04/08/24
DWY
SIDEWALK
SIDEWALK
BI
K
E
LA
N
E
BIK
E
LA
N
E
N
W
S
E
INSTALL TEMP. NO PARKING SIGNS 48-72
HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
S
PROVIDE FLAGGER
TO MAINTAIN
PEDESTRIAN ACCESS
C30 (CA)FAS
ENGINEER'S SEAL ENGINEER'S INFORMATION CITY OF TEMECULA
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
TRAFFIC CONTROL PLANS
FOR
RANCHO CALIFORNIA RD
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2
3
BY APPR.DATE
PP
PERMIT NO. LD23-7280
REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
90% CDS CKR 10.11.2023
95% CDS KV 04.04.2024PP
MARK REVISIONS
A
B
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
PROJECT NO.TM22
2647
CONTRACTOR:
WORKING HOURS:
9:00 PM TO 5:00 AM SUNDAY - THURSDAY
APPROX. DURATION OF WORK:
2 DAYS
TYPE OF WORK:
INSTALLATION
NOTE:
INSTALL TEMPORARY NO PARKING 72
HOURS PRIOR TO WORK IF NEEDED
0"40'40'20'
24"x36" SCALE: 1" = 40'-0"
LEGEND
WORK ZONE
TYPE III BARRICADE W/ SIGN
TYPE III BARRICADE W/O SIGN
TYPE II BARRICADE W SIGN
TYPE II BARRICADE W/O SIGN
CHANNELING DEVICE
TRAFFIC CONE WITH CLIP ON SIGN
SIGN
SIGNALIZED INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
DIRECTION OF TRAFFIC FLOW (NOT PAVEMENT MARKING)
TOW AWAT NO STOPPING ___ TO ___ (SHOW HOURS)TANS
TOW AWAT NO STOPPING ANY TIMETANSAT
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
ROADWAY DESIGNATIONA
WORK
AHEAD
ROAD
W20-1
ROAD WORK
END
G20-2
W20-1 G20-2
30'
WORK
AREA
540'
MERGING TAPER
100'
BUFFER SPACE
50'
DOWNSTREAM
TAPER
350'
25
0
'
W20-1
G20-2
50'
CLOSED
LANE
C30(CA)
RANCHO CALIFORNIA RD
(45 MPH)MA
R
G
A
R
I
T
A
R
D
(4
0
M
P
H
)
MA
T
C
H
L
I
N
E
A
-
A
G20-2
R3-7L
3
5
0
'
W20-1
M
A
R
G
A
R
I
T
A
R
D
(
4
0
M
P
H
)
350'100'540'
MERGING TAPER
INSTALL TEMP. NO PARKING SIGNS 48-72
HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
TURN LEFT
M U S T
LEFT LANE
R3-7L
TURN RIGHT
M U S T
RIGHT LANE
R3-7R
R3-7R R3-7R
04/08/24
04/08/24
N
W
S
E
ENGINEER'S SEAL ENGINEER'S INFORMATION CITY OF TEMECULA
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
TRAFFIC CONTROL PLANS
FOR
RANCHO CALIFORNIA RD
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
3
3
BY APPR.DATE
PP
PERMIT NO. LD23-7280
REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
90% CDS CKR 10.11.2023
95% CDS KV 04.04.2024PP
MARK REVISIONS
A
B
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
PROJECT NO.TM22
2647
CONTRACTOR:
WORKING HOURS:
9:00 PM TO 5:00 AM SUNDAY - THURSDAY
APPROX. DURATION OF WORK:
2 DAYS
TYPE OF WORK:
INSTALLATION
NOTE:
INSTALL TEMPORARY NO PARKING 72
HOURS PRIOR TO WORK IF NEEDED
0"40'40'20'
24"x36" SCALE: 1" = 40'-0"
LEGEND
WORK ZONE
TYPE III BARRICADE W/ SIGN
TYPE III BARRICADE W/O SIGN
TYPE II BARRICADE W SIGN
TYPE II BARRICADE W/O SIGN
CHANNELING DEVICE
TRAFFIC CONE WITH CLIP ON SIGN
SIGN
SIGNALIZED INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
DIRECTION OF TRAFFIC FLOW (NOT PAVEMENT MARKING)
TOW AWAT NO STOPPING ___ TO ___ (SHOW HOURS)TANS
TOW AWAT NO STOPPING ANY TIMETANSAT
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
ROADWAY DESIGNATIONA
RANCHO CALIFORNIA RD
(45 MPH)
MA
T
C
H
L
I
N
E
A
-
A
SHARE
THE
ROAD
W11-1/W16-1
WORK
AHEAD
ROAD
W20-1
ROAD WORK
END
G20-2
SC11 (BIKE)W11-1/W16-1
INSTALL TEMP. NO PARKING SIGNS 48-72
HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
540'
MERGING TAPER
350'
W4-2R
350'350'
W20-5 C20(CA)-BIKE W20-1
G20-2
SC11 (BIKE)W4-2R
BIKE
LANE
CLOSEDCLOSED
BIKE LANE
AHEAD
C20-BIKE
CLOSED
LEFT LANE
AHEAD
RIGHT
W20-5
04/08/24
04/08/24
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
T-1
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
TITLE PAGE
NODE ID:
AS SHOWN
NODE ID:
TM22
30580 RANCHO CALIFORNIA RD
(SEE A-1)
LOCATION MAPSITE EXHIBIT PHOTO
LATITUDE: 33.508547°, LONGITUDE: -117.126912°POLE ID# 213508
PROJECT TEAM
N
W
S
E
THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS
CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT
SHOWN ON THESE PLANS. THE ENGINEER/SURVEYOR ASSUMES
NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE
UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO
THE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
IF YOU DIG IN ANY STATE
DIAL 811 FOR THE LOCAL
"ONE CALL CENTER" -
IT'S THE LAW
ELIGIBLE FACILITIES REQUEST
JURISDICTION: CITY OF TEMECULA
30580 RANCHO CALIFORNIA RD
STREETLIGHT POLE ID: 213508 NODE ID: TM22
LATITUDE: 33.508547°, LONGITUDE: -117.126912°
Call before you dig.
below.Know what's
SCOPE OF WORK
SHEET INDEX
T-1 TITLE PAGE
T-2 - T-3 GENERAL NOTES
GROUNDING DETAILSG-1
A-1 SITE PLANS & RISER DETAIL
SHEET NO.
A-2 - A-3 POLE ELEVATIONS
DESCRIPTION
P-1 - P-3 PHOTOSIMS
EQUIPMENT DETAILSD-1 - D-3
E-1 - E-2 ELECTRICAL DETAILS
CROWN CASTLE PROJECT CONSTRUCTION MANAGER:
CONTACT:JEFF BABER
PHONE:(602) 369-4824
ADDRESS:200 SPECTRUM CENTER DR, SUITE 1900
IRVINE, CA 92618
CROWN CASTLE CONSTRUCTION MANAGER:
CONTACT:PAUL GALANTE
PHONE:(714) 931-4908
ADDRESS:200 SPECTRUM CENTER DR, SUITE 1900
IRVINE, CA 92618
CROWN CASTLE UTILITY RELATIONS:
CONTACT:MICHAEL BONAS
PHONE:(949) 813-6905
ADDRESS:200 SPECTRUM CENTER DR, SUITE 1900
IRVINE, CA 92618
MODIFICATION OF UNMANNED TELECOMMUNICATION
FACILITY, CROWN CASTLE TO REMOVE AND REPLACE
THE FOLLOWING:
PROJECT MANAGER - PROJECT DELIVERY:
CONTACT:CHRISTOPHER DAVIS
PHONE:(602) 845-1740
ADDRESS:2055 S STEARMAN DR.
CHANDLER, AZ 85286
1.CROWN CASTLE TO REMOVE (3) EXISTING ANTENNAS.
2.CROWN CASTLE TO REPLACE EXISTING LUMINAIRE
WITH NEW GE EVOLVE CATALOG #
ERL1-0-09-C5-30-A-GRAY-L OR MOST APPLICABLE MODEL
NUMBER PER CITY OF TEMECULA STANDARDS.
3.CROWN CASTLE TO INSTALL (1) NEW AMPHENOL
2L6U4VT360X06FWXYS4 ANTENNA AND (3) NEW AIR 1652
B77D RADIOS.
4.CROWN CASTLE TO REMOVE (2) EXISTING SHROUDS
WITH EXISTING RADIOS.
5.CROWN CASTLE TO INSTALL (1) NEW CHARLES SHROUD
SH60-503027 .
6.CROWN CASTLE TO INSTALL (1) NEW ERICSSON 4455
RADIO, (1) NEW ERICSSON 8863 RADIO AND (1) NEW
ERICSSON 4490 RADIO WITHIN NEW SHROUD.
7.CROWN CASTLE TO INSTALL (1) NEW PSU AC 08, (1) NEW
PSU 6304 AND (2) NEW CBC1726T-4310 DIPLEXERS
WITHIN NEW SHROUD.
8.CROWN CASTLE TO INSTALL (1) NEW FRONTHAUL DWDM
E// 6585 WITH (1) NEW OAD-9-S WITHIN NEW SHROUD.
9.CROWN CASTLE TO INSTALL (1) NEW RF NOTICE
SIGNAGE AND (1) NEW RF CAUTION SIGNAGE.
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
T-2
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
TEMPORARY EROSION/SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL
IMPROVEMENTS, SHALL BE PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS
INDICATED BELOW:
1.ALL REQUIREMENTS OF CITY OF TEMECULA LAND DEVELOPMENT MANUAL, STORM
WATER STANDARDS MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF
THE PROPOSED PUBLIC IMPROVEMENTS CONSISTENT WITH THE EROSION CONTROL
PLAN AND/OR WATER POLLUTION CONTROL PLAN (WPCP), IF APPLICABLE.
2.FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAM
OF INLET AS INDICATED ON DETAILS.
3.THE CONTRACTOR OF QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF
SILT AND MUD ON ADJACENT STREET(S) AND STORM DRAIN SYSTEM DUE TO
CONSTRUCTION ACTIVITY.
4.THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL.
5.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAIN SEASON.
6.THE CONTRACTOR SHALL RESTORE ALL EROSION SEDIMENT CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENT
ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
7.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROL
MEASURES AS MAY BE REQUIRED BY THE RESIDENT ENGINEER DUE TO UNFORESEEN
CIRCUMSTANCES, WHICH MAY ARISE.
8.ALL EROSION/SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED
IMPROVEMENT PLAN SHALL BE INCORPORATED HERON. ALL EROSION/SEDIMENT
CONTROL FOR INTERIM CONDITIONS SHALL BE DONE TO THE SATISFACTION OF THE
RESIDENT ENGINEER.
9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN RAIN IS IMMINENT.
10.THE CONTRACTOR WILL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TO
APRIL 30TH FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSION
CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER AND THE
RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION/SEDIMENT
CONTROL MEASURES AND OTHER RELATED CONSTRUCTION ACTIVITIES.
EROSION AND SEDIMENT CONTROL NOTES:
1.CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS.
2.CONTRACTOR TO PLACE SANDBAGS AROUND ANY/ALL STORM DRAIN INLETS TO
PREVENT CONTAMINATED WATER.
3.SPOILS PILE WILL BE COVERED AND CONTAINED AND STREET WILL BE SWEPT AND
CLEANED AS NEEDED.
4.CONTRACTOR REPAIR DAMAGED PUBLIC IMPROVEMENTS TO THE SATISFACTION OF THE
CITY ENGINEER.
5.CURB & GUTTER TO BE PROTECTED IN PLACE, SIDEWALK TO BE REPLACED TO THE
SATISFACTION OF THE CITY ENGINEER.
6.THE CONTRACTION SHALL RESTORE THE ROADWAY BACK TO ITS ORIGINAL CONDITION
SATISFACTORY TO THE CITY ENGINEER INCLUDING, BUT NOT LIMITED TO PAVING,
STRIPING, BIKE LANES, PAVEMENT LEGENDS, SIGNS, AND TRAFFIC LOOP DETECTORS.
7.SIDEWALK SHALL BE RESTORED/REPLACED PER CITY OF TEMECULA STANDARD
DRAWINGS.
8.PEDESTRIAN RAMP WILL NOT BE DISTURBED.
9.SEPARATE PERMIT WILL BE REQUIRED FROM DEPARTMENT OF ENGINEERING FOR
EXCAVATION AND TRAFFIC CONTROL.
10.REPAIR OR REPLACE ANY DISTURBED OR DAMAGED LANDSCAPE IN PARKWAY AREAS
DUE TO MAINTENANCE AND/OR POLE REPLACEMENT.
11.PROTECT EXISTING TREES IN PLACE.
12.IN THE EVENT OF A RECORDED RULE 20 INITIATIVE, CROWN CASTLE WILL TAKE PROMPT
ACTION TO UNDERGROUND OUR EXISTING AERIAL CABLING AND RELOCATE OR
REDESIGN EXISTING SMALL CELLS TO ALIGN WITH THE RULE 20 PLAN.
1.GROUND CONSTRUCTION TO REMOVE/CLEAN ALL DEBRIS, NAILS, STAPLES, OR
NON-USED VERTICALS OFF THE POLE.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH MUNICIPAL, COUNTY, STATE,
FEDERAL, GO95 AND GO128 STANDARDS AND REGULATIONS.
3.CALL USA 48 HOURS PRIOR TO EXCAVATING AT (800) 277-2600 OR 811.
4.ALL LANDSCAPING TO BE RESTORED TO ORIGINAL CONDITION OR BETTER.
5.ALL EQUIPMENT TO BE BONDED.
6.METERING CABINET REQUIRES 36" CLEARANCE AT DOOR OPENING.
7.CAULK CABINET BASE AT PAD.
NOTES:
ROW GROUND CONSTRUCTION NOTES:
1.LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY THE
SUBDIVIDER AND SHOWN ON ANY PLANS SUBMITTED TO CITY OF TEMECULA DEPARTMENT
OF ENGINEERING, FOR APPROVAL.
2.CHANGES MAY BE PERMITTED BY THE CITY OF TEMECULA DEPARTMENT OF ENGINEERING,
IN CASES OF CONFLICTING FACILITIES.
3.CONFLICTS BETWEEN UTILITY OF COMPANIES FACILITIES, EXISTING AND PROPOSED, MUST
BE MUTUALLY RESOLVED BY THE UTILITY COMPANIES.
4.FOR COMMERCIAL SIDEWALKS, THE FIRE HYDRANT SHALL BE PLACED WITHIN THE SIDEWALK
1'-6" BEHIND FACE OF CURB.
5.MAXIMUM 2" DIAMETER GAS MAINS MAY BE PLACED IN JOINT UTILITIES TRENCH SUBJECT TO
APPROVAL OF CITY ENGINEER (IN TRACTS).
NORMAL LOCATION OF UNDERGROUND UTILITIES NOTES:
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 CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
·2022 CALIFORNIA ADMINISTRATIVE CODE (INCLUDING TITLES 24 & 25) 2010
·2022 CALIFORNIA BUILDING CODES WHICH ADOPTS THE 2014 UBC, 2015 UMC, 2015 UPC AND
THE 2014 NEC.
·BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA)
·2022 CALIFORNIA MECHANICAL CODE
·ANSI/EIA-222-F LIFE SAFETY CODE NFPA-101
·2022 CALIFORNIA PLUMBING CODE
·2022 CALIFORNIA ELECTRICAL CODE
·CURRENT LOCAL BUILDING CODE
·CURRENT CITY/COUNTY ORDINANCES
ACCESSIBILITY REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS DO
NOT APPLY IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE.
FCC NOTE:
THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN
ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER
REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES.
CALIFORNIA STATE CODE COMPLIANCE:
GENERAL NOTES
1.ALL WORK SHALL CONFORM TO THE LATEST BOARD OF PUBLIC WORKS OF THE CITY OF TEMECULA ADOPTED
EDITION AND SUPPLEMENTS TO THE "GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION" AS MODIFIED BY THE CORRESPONDING ISSUE OF THE BROWN BOOK, THE LATEST EDITION OF THE
BUREAU OF STREET LIGHTING "SPECIAL SPECIFICATIONS", AND THE SPECIAL PROVISIONS.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING THE CONDITION OF ALL EXISTING EQUIPMENT TO BE
REUSED, MODIFIED OR RETURNED TO THE BUREAU OF STREET LIGHTING YARD.
1.WIRE CONNECTORS - WIRE CONNECTORS SHALL BEAR THE UNDERWRITERS LABORATORY SEAL OF
APPROVAL. THE INSTALLATION PROCEDURE, INCLUDING CONNECTOR SIZE AND CRIMPING TOOLS SHALL CONFORM
TO THE MANUFACTURER'S RECOMMENDATIONS. GENERALLY, BULKY OR ODD SHAPE CONNECTORS, NARROW
CONNECTORS WHICH MAY DAMAGE THE WIRE, OR TWIST-ON AND SPLIT-BOLT TYPE CONNECTORS WILL NOT BE
ALLOWED. THE MECHANICAL PERFORMANCE OF THE CONNECTOR SHALL BE SUCH THAT NO FREE PLAY CAN BE
OBSERVED AFTER THE CONNECTOR IS SUBJECTED TO A COMBINATION OF HAND-APPLIED TWISTS AND PULLS. A
SOLID CROSS SECTION WILL ALSO BE REQUIRED WHEN THE CONNECTOR IS SUBJECT TO SAW CUTTING. ALL WIRE
CONNECTORS SHALL HAVE A NOMINAL CROSS SECTION ARE EQUIVALENT TO THE AREA OF THE LARGEST
CONDUCTOR CONNECTED
MULTIPLE CIRCUIT NOTES
STORM DRAIN INLET PROTECTION
EDGE OF
PAVEMENT INLET
FLOW
SPILLWAY,
1-BAG
HIGH
FLOW
SANDBAG
2-BAGS HIGH
FLOW
INLET
FLOW
EDGE OF
PAVEMENT
SPILLWAY,
1-BAG
HIGH
SANDBAG
2-BAGS HIGH
TYPICAL PROTECTION FOR INLET WITH SINGLE FLOW DIRECTION
TYPICAL PROTECTION FOR INLET WITH OPPOSING FLOW DIRECTIONS
NOTES:
1.INTENDED FOR SHORT-TERM USE.
2.USE TO INHIBIT NON-STORM WATER FLOW.
3.ALLOW FOR PROPER MAINTENANCE AND CLEANUP.
4.BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED.
5.NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC.
SYMBOL DESCRIPTION
PROPOSED
2' X 3' VAULT
NEW STREET LIGHT
NEW PEDESTAL
TRENCH AND FIBER CONDUIT (PVT)
EXISTING
EXISTING STREET LIGHT
EXISTING VAULT/HANDHOLE
EXISTING PEDESTAL
EXISTING TRANSFORMER
STATION POINT (100' INCREMENTS)
EXISTING CURB RAMP
EXISTING CURB FACE
EXISTING RIGHT OF WAY
EXISTING CENTER LINE
EXISTING PROPERTY LINE
ABBREVIATIONS
A/C ASPHALT
B.O.C.BACK OF CURB
B/EOP BACK OF EDGE OF PAVEMENT
C&G CURB & GUTTER
C/F CURB FACE
C/L CENTER LINE
EX.EXISTING
EOP EDGE OF PAVEMENT
F.O.C.FACE OF CURB
F/EOP FACE OF EDGE OF PAVEMENT
PL PROPERTY LINE
R/W RIGHT OF WAY
S/B SUBDIVISION BOUNDARY
℄
R/W
C/F
PL
LEGEND
1.GENERAL CONTRACTOR RESPONSIBLE TO FOLLOW ALL FEDERAL & STATE STATUTES AND REGULATIONS; INDUSTRY BEST PRACTICES; BUILDING AND FIRE CODES; GENERAL CONTRACTOR
LICENSES; AND LOCAL LAWS, REGULATIONS & ORDINANCES. IN THE EVENT A CONFLICT EXISTS BETWEEN THESE REGULATIONS AND THIS DOCUMENT, THE REGULATIONS SHALL CONTROL THE
GENERAL CONTRACTOR'S ACTIONS.
2.AT THE MINIMUM, WHEN NOT IN CONFLICT WITH FEDERAL, STATE, AND LOCAL STATUTES, THE GENERAL CONTRACTOR SHALL FOLLOW THE COMMON GROUND ALLIANCE (CGA) BEST
PRACTICES VERSION 17.0 MANUAL OR LATEST - THE DEFINITIVE GUIDE FOR UNDERGROUND SAFETY & DAMAGE PREVENTION RECOMMENDATIONS.
3.GENERAL CONTRACTOR SHALL PREPARE AN EMERGENCY RESPONSE PLAN, INCLUDING APPROPRIATE CONTACT INFORMATION, ONE CALL TICKET DETAILS, AND IMMEDIATE CONTACTING
DETAILS, IN EVENT OF UNDERGROUND UTILITY DAMAGE, IS AVAILABLE AT THE INSTALLATION SITE.
4.GENERAL CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE ALL ELECTRICAL STRIKE SYSTEMS ARE IN PLACE, IF APPLICABLE, AND HAS BRIEFED THE INSTALLATION CREW ON
THE GENERAL CONTRACTORS ELECTRICAL AND GAS LINE STRIKE PROCEDURES EACH DAY PRIOR TO WORK COMMENCING.
5.GENERAL CONTRACTOR SHALL WHITE LINE THE PROPOSED CONSTRUCTION ROUTE PRIOR TO CONTACTING THE UTILITY ONE-CALL SYSTEM.
6.GENERAL CONTRACTOR SHALL IDENTIFY PRIOR TO WORK COMMENCEMENT, A COMPETENT PERSON ON THE WORK CREW WHO IS CAPABLE OF IDENTIFYING HAZARDS AND HAS THE
AUTHORIZATION TO TAKE PROMPT CORRECTIVE MEASURES, INCLUDING STOP WORK AUTHORITY, TO ELIMINATE THEM, AND SHALL BE ON SITE AT ALL TIMES.
7.GENERAL CONTRACTOR SHALL CONTACT THE ONE CALL FACILITY FOR EXISTING UTILITY LOCATES AS REQUIRED BY LAW AND PRESERVE ALL MARKS UNTIL THE PROJECT IS COMPLETED AND
REFRESH THE ONE CALL IF REQUIRED BY STATE OR JURISDICTIONAL REQUIREMENTS.
8.FOR PROJECTS WITH HIGH PRIORITY UTILITIES, OR ANY UNUSUAL OR COMPLEX CONSTRUCTION, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRE-EXCAVATION MEETING WITH THE
AFFECTED UTILITIES AND/OR THEIR DESIGNATED LOCATING COMPANY TO DISCUSS THE PROJECT. HIGH PRIORITY UTILITIES SHALL INCLUDE, BUT NOT LIMITED TO, HIGH-PRESSURE GAS LINES,
HIGH-VOLTAGE ELECTRIC LINES, MAJOR PIPELINES, MAJOR WATER LINES, AND HIGH-CAPACITY FIBER OPTIC LINES.
9.THE GENERAL CONTRACTOR SHALL ENSURE ANY UTILITIES IDENTIFIED FOR LOCATING WHICH ARE NOT MARKED ON THE GROUND HAVE PROVIDED POSITIVE CONFIRMATION NO CONFLICT
EXISTS. IF THERE IS A LACK OF POSITIVE CONFIRMATION, THE GENERAL CONTRACTOR MUST RE-CALL THE ONE-CALL CENTER OR RELEVANT UTILITY DIRECTLY FOR CONFIRMATION.
10.IN THE EVENT A UTILITY CANNOT BE RELOCATED, WHERE POSITIVE CONFIRMATION IS NOT RECEIVED, OR WHERE THERE IS A LIKE LIKELIHOOD OF UNDOCUMENTED UTILITIES, SUCH AS
PRIVATE INFRASTRUCTURE, THE GENERAL CONTRACTOR SHALL TAKE THE STEP OF SYSTEMATICALLY UTILIZING A GROUND PENETRATING RADAR (GPR) SYSTEM OR SIMILAR ADVANCED
LOCATING TECHNOLOGY WITHIN THE TOLERANCE ZONE TO IDENTIFY AND DOCUMENT ANY UTILITIES WITHIN THE CONSTRUCTION ZONE. ANY UTILITY LOCATED USING GPR SHALL BE
PROPERLY LOCATED AND EXPOSED AS OUTLINED WITHIN THIS STANDARD PRIOR TO DIGGING.
11.THE GENERAL CONSTRACTOR SHALL INSPECT THE AREA, PRIOR TO INSTALLATION FOR ANY UNDERGROUND UTILITY INFRASTRUCTURE WHICH MAY HAVE BEEN MISSED BY SURVEYING THE
CONSTRUCTION AREA AND SURROUNDING ENVIRONMENT FOR CLEANOUTS, SUNKEN AREAS, RISERS, OUTBUILDINGS, LIGHT POLES, METERS, UTILITY BOXES, PEDESTALS, MANHOLE COVERS,
MARKERS, ETC. PARTICULAR ATTENTION SHOULD BE MADE TO IDENTIFY SERVICE FEEDS FROM BUILDINGS AND HOMES ARE MARKED.
12.THE GENERAL CONTRACTOR SHALL CONTACT ANY UTILITY WHERE LOCATES ARE IN QUESTION AND/OR UNVERIFIED. NO ASSUMPTIONS SHOULD BE MADE ON LOCATION OR DEPTH OF
EXISTING UTILITIES.
13.THE GENERAL CONTRACTOR AT MINIMUM SHALL TAKE AND STORE A PHOTO SERIES TO BE SUBMITTED WITH THE CLOSE OUT PACKAGE OF ALL EXCAVATION AREAS ONCE LOCATES ARE
COMPLETE AND PRIOR TO EXCAVATION.
14.GENERAL CONTRACTOR SHALL MEET ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING WORKER SAFETY AND TRAINING WHEN WORKING AROUND UNDERGROUND FACILITIES.
15.GENERAL CONTRACTOR SHALL VISUALLY EXPOSE (POT-HOLE) ALL EXISTING UTILITIES CROSSING THE TOLERANCE ZONE AND SHALL POSITIVELY IDENTIFY THEIR LOCATION AND DEPTH USING
APPROPRIATE TECHNIQUES WITHIN THE TOLERANCE ZONE.
16.GENERAL CONTRACTOR SHALL VISUALLY EXPOSE (POT-HOLE) ALL EXISTING UTILITIES RUNNING PARALLEL WITH THE PROPOSED PATH AT THE APPROPRIATE INTERVALS WITHIN THE
TOLERANCE ZONE AND APPROPRIATE BUFFER ZONE. UNLESS MORE STRINGENT REGULATIONS EXIST, THE GENERAL CONTRACTOR SHALL EXPOSE (POT-HOLE) AT MINIMUM ANY PARALLEL
UTILITY WITHIN 3' OF THE TOLERANCE ZONE EVERY 25', AND ANY PARALLEL UTILITY BETWEEN 3' TO 5' OF THE TOLERANCE ZONE EVERY 100'.
17.THE TOLERANCE ZONE SHALL BE A MINIMUM OF 30' BEYOND EACH SIDE OF THE INSTALLED PIPE, OR GREATER IF CODE REQUIRES.
18.GENERAL CONTRACTOR SHALL USE A DRILL HEAD TRACKING DEVICE WHEN BORING AND TRACK THE DRILL HEAD AT MINIMUM OF EVERY 5' OR AS REQUIRED BY CODE. A LOG SHALL BE
CREATED RECORDING THE LOCATION AND DEPTH AND SUBMITTED WITH THE GENERAL CONTRACTOR AS-BUILT PACKAGE.
19.GENERAL CONTRACTOR SHALL ENSURE THESE REQUIREMENTS ARE ENFORCED WITH ALL SUB-CONTRACTORS RETAINED BY THE GENERAL CONTRACTOR.
GENERAL REQUIREMENT - UNDERGROUND UTILITY AVOIDANCE
GENERAL NOTES
AS SHOWN
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
T-3
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
GENERAL NOTES
AS SHOWN
UTILITY CONSTRUCTION/SITE PLANS SHALL BE SUBMITTED FOR REVIEW AND INCLUDE THE
FOLLOWING, BUT NOT BE LIMITED TO:
1.THE CITY ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD
CHANGES TO ASSURE PUBLIC SAFETY.
2.BEFORE YOU DIG – CALL (TOLL FREE) (800)422-4133
3.WHERE THERE IS CONFLICT WITH THE PERMIT LANGUAGE AND APPROVED PLANS, THE
APPROVED PLANS SHALL GOVERN.
4.TRENCH REPAIR SHALL BE IN ACCORDANCE WITH CITY STANDARD DRAWING 407.
5.ALL FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD DRAWING 117.
6.CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS AND DRIVEWAY APPROACHES
DAMAGED DURING CONSTRUCTION SHALL BE REMOVED FROM JOINT TO JOINT AND
RECONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND THE GREENBOOK.
7.ALL DISTURBED LANDSCAPING AND OTHER IMPROVEMENTS SHALL BE REMOVED OR
REPAIRED AND REPLACED TO THE SATISFACTION OF PUBLIC WORKS.
8.ACCESS RAMPS SHALL BE REMOVED JOINT TO JOINT AND RECONSTRUCTED IN
ACCORDANCE WITH CITY STANDARD DRAWING 402 AND MEET CURRENT ADA STANDARDS.
9.ANY SURVEY MONUMENTS DAMAGED OR DESTROYED SHALL BE RESET PER CITY
STANDARDS BY A QUALIFIED PROFESSIONAL PURSUANT TO THE CALIFORNIA BUSINESS
AND PROFESSIONS CODE SECTION 8771.
10.FINAL COMPACTION TEST RESULTS SHALL BE PROVIDED BY A SOILS ENGINEER.
11.A PRE-CONSTRUCTION MEETING IS REQUIRED TWO (2) BUSINESS DAYS PRIOR TO ANY
SCHEDULED WORK. PERMITTEE SHALL CONTACT LDINSPECTIONS@TEMECULACA.GOV TO
SCHEDULE A MEETING.
12.ALL U.S.A. MARK OUTS SHALL BE REMOVED PRIOR TO COMPLETION OF PROJECT.
13.A FINAL INSPECTION IS REQUIRED FOR ALL PROJECTS. PERMITTEE MUST CONTACT
LDINSPECTIONS@TEMECULACA.GOV TO VERIFY COMPLETION OF PROJECT.
14.STANDARD INSPECTION REQUEST SHALL INCLUDE:
·PERMIT NUMBER (INCLUDE IN EMAIL SUBJECT LINE):
·REQUESTED DATE (OF WORK PROPOSED):
·REQUESTED TIME (AM, PM, OR SPECIFIC TIME):
·INSPECTION TYPE (PRE-CON, GRADING, CONCRETE FORMS, PAVING, STORM DRAIN,
·NPDES, FINAL, ETC.):
·INSPECTION LOCATION (STREET A FROM STATION 1+00 TO 5+00, CATCH BASIN AT
·THE NWC OF STREETS B AND C, STREET ADDRESS, ETC):
·REQUESTOR NAME:
·REQUESTOR COMPANY:
·CONTACT NUMBER:
UTILITY PLAN GENERAL NOTES
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
A-1
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
Know what's below.
Callbefore you dig.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON
THE PLANS WERE MADE BY SEARCHING AVAILABLE EXISTING RECORDS. HOWEVER, NO
GUARANTEE IS MADE THAT SUBSTRUCTURES OR THEIR LOCATIONS ARE EXACT. THE CONTRACTOR
SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE
NOT SHOWN OR NOT ON RECORD BY CALLING DIG ALERT 48 HOURS BEFORE EXCAVATING.
CONTRACTOR SHALL EXPOSE AND POT HOLE (HAND DIG) ALL EXISTING UTILITIES WITHIN
CONSTRUCTION ZONE.
CONSTRUCTION WARNING:
SITE PLAN 120'10'0"20'
24"x36" SCALE: 1" = 20'-0"
11"x17" SCALE: 1" = 40'-0"RISER DIAGRAM 324"x36" SCALE: NTS
11"x17" SCALE: NTS
1.POWER AND FIBER IS EXISTING
2.NO NEW DIGS/TRENCHES INVOLVED
NOTES
ENLARGED SITE PLAN 24'3'2'1'0"4'
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"
N
W
S
E
AZIMUTH: 0°
SITE PLAN AND RISER DETAILS
AS SHOWN
N
W
S
E
NODE NUMBER: TM22
ADDRESS:
LAT: 33.508547°
LONG: -117.126912°
ANTENNA AZIMUTH: 0°
SITE NOTES
30580 RANCHO CALIFORNIA RD,
TEMECULA, CA 92591
POLE OWNER:CITY OF TEMECULA
(E) CONCRETE STREETLIGHT POLE
NO. 213508 WITH (E) EQUIPMENT
(NODE POLE)
STREET LIGHT POLE ID#: 213508
RANCHO CALIFORNIA RD
C/F C/F
(E) HANDHOLE
(2) (N) ERICSSON RADIO UNITS, (1)
FRONTHAUL DWDM 6585 WITH (1)
OAD-9-S, (2) (N) CBC12726T-4310
DIPLEXERS AND (1) (N) PSU
(3:00)
(E) GROUND WELL, TYP.
AZ
I
M
U
T
H
:
0°
R
6:00
7
8
10
11
12:00
1
2
3:00
4
5
9:00
(E) CONCRETE STREETLIGHT POLE
NO. 213508 WITH (E) EQUIPMENT
SEE DETAIL 2
RANCH
O
C
A
L
I
F
O
R
N
I
A
R
D
C/F
R/W
C/L
C/F
R/W
PARKW
A
Y
SIDEWA
L
K
14
'
-
0
"
43
'
-
0
"
43
'
-
0
"
15
'
-
0
"
58
'
-
0
"
57
'
-
0
"
11
5
'
-
0
"
14
'
-
0
"
43
'
-
0
"
43
'
-
0
"
15
'
-
0
"
58
'
-
0
"
57
'
-
0
"
11
5
'
-
0
"
±475'-0"C\L OF
P
O
L
E
T
O
C
\
L
O
F
Y
U
K
O
N
R
D
52
'
-
1
0
"
AZ
I
M
U
T
H
:
0°
MEDIA
N
PARKW
A
Y
SIDEW
A
L
K
9'-
1
0
"
RANCH
O
C
A
L
I
F
O
R
N
I
A
R
D
GUTTE
R
C/F
R/W
GUTTE
R
C/F
R/W
(E) PVC CONDUIT FIBER
(E) PVC CONDUIT POWER
(E) METER PEDESTAL
CROWN CASTLE NODE SITE TM22
TO REMOVE EXISTING
EQUIPMENTS & INSTALL NEW
AMPHENOL ANTENNA AT TOP OF
POLE
C/F
R/W
C/L
C/F
R/W
CROWN CASTLE NODE SITE TM22
TO REMOVE EXISTING SHROUD AND
RADIOS & INSTALL (2) NEW RADIO
UNITS, (1) NEW FRONTHAUL WITH
(1) OAD-9-S, (2) NEW DIPLEXER AND
(1) NEW PSU WITHIN NEW
SH60-503027 SHROUD
CROWN CASTLE TO REMOVE EXISTING
LUMINAIRE & INSTALL NEW GE LED
ERL1-0-09-C5-30-A-GRAY-L LUMINAIRE
2-6
D-1
1-3
D-2
1
D-1
5
D-2
Rev. A
NOTICEPOLE WORKERSThere is an antenna operation
high on this pole. Please follow
guidance on signs near the antenna or
call the number below.Site ID # TM22
888-632-0931
Keep Back ____ FT From thisAntenna. FCC RF PublicExposure Limits May BeExceeded Within This Distance.Call 888-632-0931 forInstructions.Qualified Workers:
FCC Occupational Limits May BeExceeded Within This Distance.
Site ID
# TM22 Rev. A
CAUTION10
EXISTING SOUTH ELEVATION 22'0"2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"1'PROPOSED SOUTH ELEVATION 12'0"2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"1'
FINISHED GRADE
0'-0" AGL
(E) CONCRETE STREETLIGHT POLE
NO. 213508 WITH (E) EQUIPMENT
(N) CROWN CASTLE
"NOTICE" RF SIGNAGE
BOTTOM OF (E) LB CONDUIT BODY
6'-2" AGL
BOTTOM OF (E) DISCONNECT
7'-2" AGL
TOP OF (E) DISCONNECT
8'-3" AGL
BOTTOM OF (E) SHROUD
10'-2" AGL
TOP OF (E) SHROUD
12'-8" AGL
TOP OF (E) ANTENNA
39'-8" AGL
(E) ANTENNA RAD CENTER
37'-3" AGL
FINISHED GRADE
0'-0" AGL
BOTTOM OF (E) LB CONDUIT BODY
6'-2" AGL
BOTTOM OF (E) DISCONNECT
7'-2" AGL
TOP OF (N) SHROUD
13'-13" AGL
BOTTOM OF (N) SHROUD
9'-1" AGL
(E) ANTENNA TO BE REMOVED
AND REPLACED
(E) SHROUD TO BE REMOVED
AND REPLACED
3'
-
0
"
(N) RF NOTICE SIGNAGE
8'-0" AGL
(N) CROWN CASTLE
"CAUTION" RF SIGNAGE
CROWN CASTLE NODE SITE TM22
TO REMOVE EXISTING SHROUD AND RADIOS &
INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL
6585 WITH (1) OAD-9-S, (2) NEW DIPLEXER AND (1)
NEW PSU WITHIN NEW SH60-503027 SHROUD
(E) HANDHOLE
BOTTOM OF (E) SIGNAGE
17'-8" AGL
TOP OF (E) SIGNAGE
18'-8" AGL
(E) SIGNAGE TO BE REMOVED
AND REPLACED
TOP OF (E) DISCONNECT
8'-3" AGL
BOTTOM OF (E) LUMINAIRE
29'-10" AGL
TOP OF (E) SHROUD
35'-2" AGL
TOP OF (E) CONCRETE POLE
32'-2" AGL
TOP OF (E) LUMINAIRE
34'-5" AGL
(N) RF CAUTION SIGNAGE
28'-2" AGL
TOP OF (E) CONCRETE POLE
32'-2" AGL
TOP OF (E) LUMINAIRE
34'-5" AGL
BOTTOM OF (E) LUMINAIRE
29'-10" AGL
(E) PVC CONDUIT FIBER
(E) PVC CONDUIT POWER
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
A-2
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
POLE ELEVATIONS
AS SHOWN
EXISTING EQUIPMENT MOUNTING
BRACKET TO BE UTILIZED IF POSSIBLE.
NOTES
(N) ANTENNA RAD CENTER
38'-3" AGL
TOP OF (N) ANTENNA
39'-3" AGL
BOTTOM OF (N) ANTENNA
37'-3" AGL
TOP OF (N) POLE EXTENSION
35'-3" AGL
CL OF ACCESS PORTS
32'-2" AGL
CL OF ACCESS PORTS
33'-1" AGL
CROWN CASTLE NODE SITE TM22
TO REMOVE EQUIPMENTS ANTENNA
& INSTALL NEW AMPHENOL
ANTENNA AT TOP OF POLE
(E) SHROUD TO BE REMOVED
(N) SHROUD TO USE (E) BRACKET
(E) BRACKET TO BE UTILIZED
CROWN CASTLE TO REMOVE EXISTING
LUMINAIRE & INSTALL NEW GE LED
ERL1-0-09-C5-30-A-GRAY-L LUMINAIRE
1
D-1
5
D-2
2
D-3
2-6
D-1
1-3
D-2
1
D-3
EXISTING WEST ELEVATION 22'0"2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"1'PROPOSED WEST ELEVATION 12'0"2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"1'
FINISHED GRADE
0'-0" AGL
FINISHED GRADE
0'-0" AGL
(E) CONCRETE
STREETLIGHT POLE
NO. 213508 WITH (E)
EQUIPMENT
(E) SHROUD TO
BE REMOVED
AND REPLACED
(E) CURB AND GUTTER
(E) PAVEMENT
(E) HANDHOLE
(E) SIDEWALK
9'-10"
(N) CROWN CASTLE
"NOTICE" RF SIGNAGE
(N) CROWN CASTLE
"CAUTION" RF SIGNAGE
CROWN CASTLE NODE SITE TM22
TO REMOVE EXISTING SHROUD AND RADIOS &
INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL
6585 WITH (1) OAD-9-S, (2) NEW DIPLEXER AND (1)
NEW PSU WITHIN NEW SH60-503027 SHROUD
3'
-
0
"
9'-10"
BOTTOM OF (E) LB CONDUIT BODY
6'-2" AGL
BOTTOM OF (E) DISCONNECT
7'-2" AGL
TOP OF (E) DISCONNECT
8'-3" AGL
BOTTOM OF (E) SHROUD
10'-2" AGL
TOP OF (E) SHROUD
12'-8" AGL
TOP OF (E) ANTENNA
39'-8" AGL
(E) ANTENNA RAD CENTER
37'-3" AGL
BOTTOM OF (E) SIGNAGE
17'-8" AGL
TOP OF (E) SIGNAGE
18'-8" AGL
BOTTOM OF (E) LUMINAIRE
29'-10" AGL
TOP OF (E) SHROUD
35'-2" AGL
TOP OF (E) CONCRETE POLE
32'-2" AGL
TOP OF (E) LUMINAIRE
34'-5" AGL
BOTTOM OF (E) LB CONDUIT BODY
6'-2" AGL
BOTTOM OF (E) DISCONNECT
7'-2" AGL
(N) RF NOTICE SIGNAGE
8'-0" AGL
TOP OF (E) DISCONNECT
8'-3" AGL
TOP OF (N) SHROUD
13'-13" AGL
BOTTOM OF (N) SHROUD
9'-1" AGL
8'-3"
4'
-
7
"
8'-3"
4'
-
7
"
(E) PVC CONDUIT FIBER
(E) PVC CONDUIT POWER
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
A-3
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
POLE ELEVATIONS
AS SHOWN
EXISTING EQUIPMENT MOUNTING
BRACKET TO BE UTILIZED IF POSSIBLE.
NOTES
CROWN CASTLE NODE SITE TM22
TO REMOVE EQUIPMENTS ANTENNA
& INSTALL NEW AMPHENOL
ANTENNA AT TOP OF POLE
(N) RF CAUTION SIGNAGE
28'-2" AGL
TOP OF (E) CONCRETE POLE
32'-2" AGL
TOP OF (E) LUMINAIRE
34'-5" AGL
BOTTOM OF (E) LUMINAIRE
29'-10" AGL
(N) ANTENNA RAD CENTER
38'-3" AGL
TOP OF (N) ANTENNA
39'-3" AGL
BOTTOM OF (N) ANTENNA
37'-3" AGL
TOP OF (N) POLE EXTENSION
35'-3" AGL
CL OF ACCESS PORTS
32'-2" AGL
CL OF ACCESS PORTS
33'-1" AGL
(E) ANTENNA TO BE
REMOVED AND REPLACED
(E) SHROUD TO
BE REMOVED
(E) BRACKET TO
BE UTILIZED
(N) SHROUD TO USE (E) BRACKET
CROWN CASTLE TO REMOVE EXISTING
LUMINAIRE & INSTALL NEW GE LED
ERL1-0-09-C5-30-A-GRAY-L LUMINAIRE
1
D-1
5
D-2
2
D-3
2-6
D-1
1-3
D-2
1
D-3
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
D-1
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
EQUIPMENT DETAILS
AS SHOWN
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.1 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.2 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.3
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.611"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.511"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.4
ERICSSON RADIO 4455
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):300mm x 173mm x 830 mm
(11.81" x 6.81" x 32.67")
WEIGHT : 32.2kg (170.98 lbs)
2L6U4VT360X06FWXYS4 SPECS
32
.
6
7
"
6.81"
1
1
.
8
1
"
ERICSSON RADIO 8863
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (HxDIA):609mm x 371mm Ø
(23.9" x 14.6" Ø)
WEIGHT:13.6kg (30 lbs)
CONCEALMENT SHROUD
PLAN FRONT
14.6"
23
.
9
"
14.8"
5.7"
18
.
9
"
1.50"
9.
6
3
"
5.12"
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):244.5 x 130 x 38 mm
(5.12" x 1.50" x 9.63")
WEIGHT: 0.7 kg (1.54 lbs)
VOLUME:1 L
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):120 x 116 x 29 mm
(4.72" x 5.56" x 1.14")
WEIGHT: 0.3 kg (0.7 lbs)
FRONTHAUL 6585 DWDM OADS-9-S (1)
50
.
1
"
50
.
1
"
27
.
2
29.7"
PLAN
FRONT SIDE
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):376 x 145 x 480 mm
(14.8" x 5.7" x 18.9")
WEIGHT: 22.32 kg (49.2 lbs)
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):754 x 690 x 1272 mm
(29.7" x 27.2" x 50.1")
WEIGHT: 44 kg (97 lbs)
MANUFACTURER:CHARLES
MODEL:SH60-503027
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
D-2
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
EQUIPMENT DETAILS
AS SHOWN
LUMINAIRE SPECIFICATIONS
PLAN
SIDE FRONT
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.1 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.2 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.3
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.611"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.511"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.4
PSU-AC08 SPECIFICATIONS
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):274mm x 180mm x 69 mm
(10.78" x 7.08" x 2.71")
WEIGHT: 5.2kg (11.5 lbs)
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):116mm x 46mm x 212 mm
(4.567" x 1.811" x 8.346")
WEIGHT: 2.3kg (5.07 lbs)
CBC1726T-4310 DIPLEXER
GIANT BAND GIANT BUCKLE EAR-LOKT STYLE
PRODUCT:G43099
MATERIAL:201 SS
WIDTH:3/4" (19.1 MM)
THICKNESS:0.044" (1.10 MM)
AVERAGE BREAKING STRENGTH (LBS):3300
PACKAGE QUANTITY:100' ROLL
WEIGHT:11.6 LBS. (5.4 KG)
USE WITH BUCKLE TYPE GIANT EAR-LOKT G44099
GALVANIZED CARBON STEEL IS ALSO AVAILABLE.
BAND-IT-IDEX, INC.
A UNIT OF IDEX CORPORATION
4799 DAHLIA STREET
DENVER, CO 80216-3070 USA
PHONE: 1-800-525-0758
FAX: 1-800-624-3925
BAND-IT 3/4" STAINLESS STEEL BANDING MATERIAL
SHROUD ATTACHMENT DETAIL
NOT USED
(N) SHROUD WITH
EQUIPMENT
6
D-1
(E) STREETLIGHT POLE
(N) POLE MOUNTING
STEEL BANDS
4
-
NOTE:
EXISTING EQUIPMENT MOUNTING
BRACKET TO BE UTILIZED OF POSSIBLE.
3/4" STAINLESS STEEL BANDING MATERIAL
MECHANICAL SPECIFICATION
MAIN DIMENSIONS (WxDxH):561 x 107 x 344 mm
(22.1" x 4.2" x 13.5")
WEIGHT WITH COVER: 5.6 kg (12.4 lbs)
MANUFACTURER:GE EVOLVE
PART NO:
#########################
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
D-3
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
EQUIPMENT DETAILS
AS SHOWN
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.1 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.2 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.3
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.611"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.511"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.4
Rev. A
NOTICE
POLE WORKERS
888-632-0931
There is an antenna operation high on
this pole. Please follow guidance on
signs near the antenna or call the
number below.
Site ID # TM22
11
Rev. A
CAUTION
Keep Back ____ FT From this
Antenna. FCC RF Public
Exposure Limits May Be
Exceeded Within This Distance.
Call 888-632-0931 for
Instructions.
Qualified Workers:
FCC Occupational Limits May Be
Exceeded Within This Distance.
Site ID # TM22
RF NOTICE SIGNAGE RF CAUTION SIGNAGE NOT USED
NOT USEDNOT USEDNOT USED
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
P-1
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
PHOTOSIMS
AS SHOWN
2 1EXISTING SOUTHWEST PHOTO PROPOSED SOUTHWEST PHOTOSIM
(N) CROWN CASTLE
"NOTICE" RF SIGNAGE
(N) CROWN CASTLE
"CAUTION" RF SIGNAGE
CROWN CASTLE NODE SITE TM22
TO REMOVE EXISTING SHROUD AND
RADIOS & INSTALL (2) NEW RADIO UNITS,
(1) NEW FRONTHAUL 6585 WITH (1)
OAD-9-S, (2) NEW DIPLEXER AND (1) NEW
PSU WITHIN NEW SH60-503027 SHROUD
CROWN CASTLE NODE SITE TM22
TO REMOVE EQUIPMENTS ANTENNA
& INSTALL NEW AMPHENOL
ANTENNA AT TOP OF POLE
CROWN CASTLE TO REMOVE EXISTING
LUMINAIRE & INSTALL NEW GE LED
ERL1-0-09-C5-30-A-GRAY-L LUMINAIRE
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
P-2
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
PHOTOSIMS
AS SHOWN
2 1EXISTING SOUTH PHOTO PROPOSED SOUTH PHOTO
(N) CROWN CASTLE
"NOTICE" RF SIGNAGE
(N) CROWN CASTLE
"CAUTION" RF SIGNAGE
CROWN CASTLE NODE SITE TM22
TO REMOVE EXISTING SHROUD AND
RADIOS & INSTALL (2) NEW RADIO UNITS,
(1) NEW FRONTHAUL 6585 WITH (1)
OAD-9-S, (2) NEW DIPLEXER AND (1) NEW
PSU WITHIN NEW SH60-503027 SHROUD
CROWN CASTLE NODE SITE TM22
TO REMOVE EQUIPMENTS ANTENNA
& INSTALL NEW AMPHENOL
ANTENNA AT TOP OF POLE
CROWN CASTLE TO REMOVE EXISTING
LUMINAIRE & INSTALL NEW GE LED
ERL1-0-09-C5-30-A-GRAY-L LUMINAIRE
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
P-3
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
PHOTOSIMS
AS SHOWN
2 1EXISTING SOUTHEAST PHOTO PROPOSED SOUTHEAST PHOTOSIM
(N) CROWN CASTLE
"NOTICE" RF SIGNAGE
(N) CROWN CASTLE
"CAUTION" RF SIGNAGE
CROWN CASTLE NODE SITE TM22
TO REMOVE EXISTING SHROUD AND
RADIOS & INSTALL (2) NEW RADIO UNITS,
(1) NEW FRONTHAUL 6585 WITH (1)
OAD-9-S, (2) NEW DIPLEXER AND (1) NEW
PSU WITHIN NEW SH60-503027 SHROUD
CROWN CASTLE NODE SITE TM22
TO REMOVE EQUIPMENTS ANTENNA
& INSTALL NEW AMPHENOL
ANTENNA AT TOP OF POLE
CROWN CASTLE TO REMOVE EXISTING
LUMINAIRE & INSTALL NEW GE LED
ERL1-0-09-C5-30-A-GRAY-L LUMINAIRE
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
E-1
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
AS SHOWN
ELECTRICAL DETAILS
WIRING DIAGRAM AND POWER INFORMATION 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.1
POWER INFORMATION
PROPOSED FUSE: N/AEXISTING FUSE: 100 AMP
TYPE: AC DISTRIBUTION
METER AC TM22
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
E-2
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
AS SHOWN
ELECTRICAL DETAILS
GROUNDING SCHEMATIC 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.4
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.211"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.1
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.3
UTILITY DESIGN AND RUNS ARE
PRELIMINARY. PENDING FINAL
DESIGN FROM UTILITY PROVIDERS.
NOTES
(2) PROPOSED REMOTE
RADIO UNIT
EXISTING LOAD CENTER
EXISTING METER
EXISTING POWER SOURCE
(3) #12 WIRES BY LADWP
(1) WHITE (NEUTRAL)
(2) BLACK (120VAC / HOT)
EXISTING METER (1)
100AMP FUSE UPGRADE
#6 BLACK JACKETED
SOLID COPPER WIRE AWG
TO GROUND ROD
(3) #12 AWG WIRES FOR
POWER TO RADIO UNIT(S)
1 - BLACK
1 - WHITE
1 - RED
ONE LINE DIAGRAM LOAD SCHEDULE
FIBER WIRING DIAGRAM
ERICSSON RADIO 4455
ERICSSON RADIO 8863
1
2
1
1
712
478
10A
10A
1
1
12
12
10
10
10A
10A
DESCRIPTION QTY UNIT
V.A.
TRIP POLES WIRE
SIZE
K.A.I.C.WIRE
TYPE
TO
RADIOS
TOTAL NON-CONTINUOUS
TOTAL KVA
TOTAL AMPS
1.190
9.9
VOLTAGE: 120/240V
MAIN LUG:
PHASE: 1
WIRES: 3
LOAD
PANEL CIRCUIT AND LOAD SCHEDULE
EXOTHERMIC WELD CONNECTIONS
MECHANICAL TYPE CONNECTIONS
GROUND BAR
ALL GROUND CONDUCTORS TO BE
#6 TJJM/THWN BLACK JACKETED
SOLID COPPER UNLESS
OTHERWISE NOTED OR REQUIRED
BY EQUIPMENT MANUFACTURER.
MECHANICAL CONNECTIONS ARE
TO BE IRREVERSIBLE CRIMP OR
EQUIVALENT.
NOTES
GGG
G
G
G
G
G
G
G
G
G
G G G G
G
PROPOSED 5/8" X 8'-0" COPPER-CLAD STEEL GROUND ROD.
GROUND ROD SHOULD BE MIN. 1' BELOW GRADE AND 24"-36"
FROM POLE IF A SINGLE GROUND ROD DOES NOT HAVE A
RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT SHALL BE
SUPPLEMENTED BY AND ADDITIONAL ROD. SEPARATION
BETWEEN GROUND RODS SHOULD BE AT A MIN. DISTANCE OF 6'.
LOAD CENTER
PROPOSED #6 AWG BLACK
JACKETED SOLID COPPER WIRE
GROUND CONDUCTOR/RISER
G
G
PROPOSED SHROUD
WITH (2) RADIOS
PROPOSED ANTENNA
PROPOSED #6 AWG (MIN)
BLACK JACKETED SOLID
COPPER WIRE GROUND
CONDUCTOR/RISER
PROPOSED #6 AWG (MIN)
BLACK JACKETED SOLID
COPPER GROUND FROM
EQUIPMENT TO GROUND BUS
Cu
Cu
NODE INFORMATION
CROWN NODE ID:
CLIENT ID:
HUB ID:
POLE ID:
POLE OWNER:
POWER PROVIDER:
CLUSTER/AREA:
LATITUDE:
LONGITUDE:
NEAREST ADDRESS:
SCU#:
AZIMUTH:
TM22
IE9032BA_31LAB
IEH0046A
213508
CITY OF TEMECULA
SOUTHERN CALIFORNIA EDISON
PRP_TMO_OMNI_WEST_SOCAL_
(TEMECULA)_TPE-03369531_30 NODES
33.508547°
-117.126912°
30580 RANCHO CALIFORNIA RD
400969
0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN
BY:
CHECKED
BY:
APPROVED
BY:
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE
CKR
PROJECT
NUMBER:
SHEET
NAME:
DATE
DRAWN:
SCALE:
NODE ID:
A 90% CDS CKR
G-1
J.A.P.P.
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TM22
TM22
10.11.2023
10.11.2023
CROWN CASTLE
NODE ID: TM22
B 95% CDS KV03.13.2024
LD23-7280
GROUNDING DETAILS
AS SHOWN
(E) 5/8" X 8"
COPPER ROD
(N) FIBER & POWER FOR
TELECOM EQUIPMENT
SCALE:
N.T.S.
SCALE:
N.T.S.
SCALE:
N.T.S.
SCALE:
N.T.S.
SCALE:
N.T.S.
SCALE:
N.T.S.7
1
98
32
GROUNDING WIRE CONNECTION
T&B CO. "C-TAP", CAT. #54730, CRIMP
TYPE PARALLELED TAP OR EQUIVALENT
#2 AWG GREEN INSULATED
STRANDED COPPER WIRE
#6 AWG GREEN INSULATED STRANDED
COPPER WIRE (UNIT BOND)
DIRECTION OF BOND TO TURN TO
SHORTEST DISTANCE TO MGB
GROUNDING BAR CONNECTION
RX1/RX2
TX
GROUNDING BAR,
ANDREW PART #
UGBKIT-0424-T (TINNED). A
LOCKBOX IS REQUIRED AT
GRADE TASSCO PART #
351546. ANTENNA HEIGHT
WILL DETERMINE NUMBER
OF GROUNDING BARS AND
THEIR LOCATION
COAX JUMPER
REQUIRED PER
MANUFACTURER'S
RECOMMENDATION OR
FOR EASE OF
CONNECTION (TYP)
CONNECTOR
WEATHERPROOFING
KIT (TYP)
STANDARD
GROUNDING KIT (TYP)
ANTENNA CABLE TO
BTS (TYP)
RX1/RX2
FROM LNA (WHEN
REQUIRED)
TO LOW NOISE
AMPLIFIER UNITS (LNA)
(WHEN REQUIRED) AND
RECEIVE ANTENNA
TO TRANSMIT
ANTENNA
2 AWG TINNED, SOLID
COPPER CONDUCTOR
EXOTHERMIC WELD TO
GROUNDING BUS
6 AWG STRANDED
COPPER
CONDUCTOR WITH
GREEN, 600V,
THWN-2 INSULATION
TYPE PHTYPE TA
TYPE VB
TYPE NCTYPE GT TYPE GL LUG
TYPE HA TYPE VS TYPE RR
TYPE GR
TYPE PC
TYPE NX1
TYPE SS
TYPE XA
TYPE LJ
TYPE PG
TYPICAL CADWELD TYPES
ANTENNA CABLE
WEATHERPROOFING KIT
CABLE GROUNDING KIT
6 AWG STRANDED COPPER
CONDUCTOR WITH GREEN,
600V, THWN-2 INSULATION
GROUNDED TO
GROUNDING BAR
CABLE GROUND KIT DETAIL
GROUND BAR DETAIL
(E) GROUND ROD SCALE:
N.T.S.6
#4 OR #6 AWG STRANDED CU
CONDUCTOR WITH GREEN,
600V, THWN-2 INSULATION
GROUNDING BAR ON
WALL, FLOOR, OR ON
ANTENNA TOWER
(2) TWO EXOTHERMIC TO BE
USED WITH 2 AWG SOLID BARE
TINNED COPPER GROUNDING
CONDUCTOR, EXOTHERMIC WELD
TO BURIED GROUNDING RING
AND GROUNDING BAR
PVC NONMETALLIC CONDUIT SCH 40
TYPE (NMC) CONDUIT WITH STRAP
WITHIN TWO INCHES OF CONDUIT END
1- TINNED COPPER GROUND BAR, 1/4"x4"x20", NEWTON
INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE
CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION.
2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4
3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO.
CAT. NO. 3015-8
4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO.
CAT NO. A-6056
5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO.
CAT NO. 3012-1
5SCALE:
N.T.S.4 SCALE:
N.T.S.
WIRE TO GROUND BAR CONNECTION
G
G
G
G
G
GGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGG
GGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
COAX GROUND KIT
COAX GROUNDING
CONNECTOR
PVC RISER
FLEX CONDUIT
TWO-HOLE LUGS
NOT USED
LEGEND
1"
1/16"
TYP.
1"
12"
.2
2
7
3
"
D
I
A
M
A
X
25
4
3 1
1"
3/4"
2"7/16"
STREET LIGHT POLE
CONDUIT
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 1 of 2 Revised: 06/16/2020
APPLICATION INFORMATION PERMIT NO.:
Type of Encroachment: Street/Storm Drain Sewer/Water Utility Trenching
Signing & Striping Traffic Signal Miscellaneous (SPECIFY BELOW)
The undersigned hereby applies to excavate, construct and otherwise encroach on City street right-of-way, as
follows:
Name(s) of street(s) and/or street address:
Utility Work Order #: Start Date: End Date:
In consideration of granting this application, all applicants including utility companies hereby agree to:
1.If applicable, submit a set of Construction Drawings, Traffic Control Plans, proof of City Business License for all parties
involved, proof of Contractor’s License along with this application at the time of submittal. See the Traffic Control
Plan Checklist for details.
2.Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from
and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident,
loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application. (See below for specific liability insurance requirements.)
3.Remove/relocate any encroachment installed/maintained under this permit, upon written notice from the City
Engineer.
4.Notify the Land Development Inspection Division via email at LDInspections@temeculaca.gov at least two (2) working
days prior to commencing construction. Hold a pre-construction meeting prior to the start of construction. The
developer/general contractor must be present for the timely request of inspections.
5.Comply with the Standard Specifications, most current Improvement Standard Drawings for Public Works
Construction, City of Temecula Municipal Code Chapters 13.04 and 18.12, terms and conditions of the permit and all
applicable rules and regulations for the City of Temecula and other public agencies having jurisdiction.
LIABILITY INSURANCE REQUIREMENTS
PROVIDE PROOF OF INSURANCE COVERAGE MEETING THE REQURIEMENTS STATED BELOW OR A CITY ATTORNEY APPROVED
EQUIVALENT WITH THE CITY NAMED AS ADDITIONAL INSURED. IN THE EVENT THAT THE INSURANCE IS PROVIDED BY THE
CONTRACTOR, THE CITY AND THE OWNER/DEVELOPER MUST BE NAMED AS ADDITIONAL INSURED.
THIS REQUREMENT SHALL BE MET BY EITHER THE APPLICANT (DEVELOPER, OWNER, PUBLIC UTILITY AGENCY OR FRANCHISE) OR
BY THE CONTRACTOR PERFORMING THE SUBJECT WORK, PRIOR TO BEGININNG ANY WORK PROPOSED UNDER THE SUBJECT
ENCROACHMENT PERMIT.
x
Eligible Facilities Request to upgrade existing small cell equipment on Crown Castle owned streetlight &
LED light to be upgraded per city standards.
Crown Castle Site ID: TM22
N/A TBD
30576 RANCHO CALIFORNIA RD
LD23-7280
30580
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 02/26/2024
02/26/2024 02/26/2024
02/26/20