SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
T-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
TITLE SHEET
TITLE SHEET
AS SHOWN
NODE ID: CA002_CLC_CULVER_023
11622 PORT RD, CULVER, CA, 90230
JURISDICTION: CITY OF CULVER
POLE ID: GT72469
LATITUDE: 33.991039°, LONGITUDE: -118.403864°
LOCATION MAPSITE EXHIBIT PHOTO 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.
SCOPE OF WORK
EQUIPMENT TO BE INSTALLED:
· PROPOSED (3) INTEGRATED 5G ANTENNAS
· PROPOSED ANTENNA ARM
· PROPOSED ANTENNA ARM MOUNT
· PROPOSED (2) 2" POWER PVC RISERS
· PROPOSED RF CAUTION SIGNAGE
· PROPOSED RF NOTICE SIGNAGE
· PROPOSED FIBER TAP DROP
· PROPOSED (2) 5/8"Ø X 8' GROUND ROD
· PROPOSED B-LINE BOX WITH SPI
· PROPOSED DONGAN BUCK AND BOOST
· PROPOSED LOAD CENTER
· PROPOSED FRONTHAUL (FUTURE)
· PROPOSED 40' CLASS 4 WOOD POLE
POWER POLE:
· PROPOSED DONGAN BUCK AND BOOST
· PROPOSED B-LINE BOX WITH SPI
· PROPOSED WTR BOX
· PROPOSED 1" POWER PVC RISER AND SERVICE
· PROPOSED 2" POWER PVC RISER
· PROPOSED (2) 5/8"Ø X 8' GROUND ROD
· PROPOSED GUARD ARM
SHEET INDEX
SITE PLAN
GENERAL NOTES
ELEVATIONS
TITLE SHEET
ELEVATIONS
ELECTRICAL DETAILSE-1
GROUNDING DETAILSG-1
ELEVATIONS
NODE POLE PHOTOSP-1
D-1 TO D-3EQUIP.DETAILS
POWER POLE PHOTOSP-2
PS-1 TO PS-2
TRAFFIC CONTROL PLANTCP-1
PHOTO SIMS
GN-1
A-1
A-2
A-3
T-1
A-4
RF PLUMBING DIAGRAMRF-1
IF YOU DIG IN ANY STATE
DIAL 811 FOR THE LOCAL
"ONE CALL CENTER" -
IT'S THE LAW
POWER SOURCE LOCATION
POWER POLE ID# 885491E
(33.990466°, -118.405194°)
CROWN CASTLE PROJECT DELIVERY MANAGER:
CONTACT: MICHAEL VILLANUEVA
PHONE: (562) 639-3879
200 SPECTRUM CENTER DR. STE. 1700
IRVINE, CA 92618
CROWN CASTLE PROJECT CONSTRUCTION MANAGER:
CONTACT: JOHN SCOTT
PHONE: (949) 344-7830
200 SPECTRUM CENTER DR. STE. 1700
IRVINE, CA 92618
CROWN CASTLE CONSTRUCTION MANAGER:
CONTACT: JOHN GALANTE
PHONE: (562) 587-0693
200 SPECTRUM CENTER DR. STE. 1700
IRVINE, CA 92618
CROWN CASTLE UTILITY RELATIONS:
CONTACT: KENDAL EDWARDS
PHONE: (714) 474-3211
200 SPECTRUM CENTER DR. STE. 1700
IRVINE, CA 92618
PROJECT LOCATION NODE POLE
ID# GT72469
(33.991039°, -118.403864°)
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
GN-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
GENERAL NOTES
GENERAL NOTES
AS SHOWN
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 THE CITY OF CULVER 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 CULVER 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 THE CITY OF CULVER DEPARTMENT OF ENGINEERING, FOR APPROVAL.
2. CHANGES MAY BE PERMITTED BY THE CITY OF CULVER 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 PREFORMED 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 CULVER 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
EMPORIA AVE
PORT RD
(NODE POLE)
UTILITY POLE ID#:
GT72469
PROPOSED RF SIGN
BELOW ANTENNA
(12:00)
SITE PLAN
11"x17" SCALE: 1" = 60'-0"
24"x36" SCALE: 1" = 30'-0" 60'0' 30' 1
N
W
S
E
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
A-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
SITE PLAN
SITE PLAN
AS SHOWN
NOTES:
1. THIS SITE PLAN WAS GENERATED WITHOUT
THE USE OF A SURVEY. PROPERTY LINES,
RIGHT-OF-WAYS AND EASEMENTS SHOWN
ON THESE PLANS ARE ESTIMATED. ALL
ITEMS AND DIMENSIONS SHOULD BE
VERIFIED IN THE FIELD.
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
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. 3
(POWER SOURCE POLE)
UTILITY POLE ID#: 885491E
NOTE: POLE(S) WILL BE STEPPED IN ACCORDANCE
TO GO95 STANDARDS IN RESPECT TO CLIMBING
SPACE
NOTES:
· 4" MIN. CLEARANCE FROM POLE FACE /
RISER TO EQUIPMENT SHROUD
· NEW CONDUITS TO MATCH EXISTING PAINT
· RISER INSTALLATION NOT TO EXTEND
BEYOND 12 O'CLOCK CURB FACE OF POLE
RISER DIAGRAM (NODE POLE)
2ENLARGED SITEPLAN (NODE POLE)
N
W
S
E
RISER DIAGRAM (POWER SOURCE)
AZIMUTH: 120° , 240°, 0°
NOTES:
1. THIS SITE PLAN WAS GENERATED WITHOUT
THE USE OF A SURVEY. PROPERTY LINES,
RIGHT-OF-WAYS AND EASEMENTS SHOWN
ON THESE PLANS ARE ESTIMATED. ALL
ITEMS AND DIMENSIONS SHOULD BE
VERIFIED IN THE FIELD.
PORT RD
3'
11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 1/4" = 1'-0" 2' 0' 4'1'4'
6:00
7 8
11 12:00
1 2
3:00
4 5
9:00
10 R
1'-5"
PROPOSED
CLIMBING SPACE
(3:00 & 6:00)
PROPOSED
CLIMBING STEPS
(3:00 & 6:00)
PROPOSED (2) 5/8"
GROUND ROD RISER
(8:30)
PROPOSED B-LINE BOX WITH SPI,
DONGAN BUCK AND BOOST,
LOAD CENTER
(9:00)
(1) PROPOSED FUTURE
FRONTHAUL 6387
(9:00)
PROPOSED CROWN CASTLE
(2) 2" POWER PVC RISER
(9:00)
PROPOSED CROWN CASTLE
6" STANDOFF BRACKET
(9:00)
(3) INTEGRATED 5G ANTENNAS
(9:00)
PROPOSED ANTENNA ARM
(9:00)
NOTE: POLE(S) WILL BE STEPPED IN ACCORDANCE
TO GO95 STANDARDS IN RESPECT TO CLIMBING
SPACE
NOTES:
· 4" MIN. CLEARANCE FROM POLE FACE /
RISER TO EQUIPMENT SHROUD
· NEW CONDUITS TO MATCH EXISTING PAINT
· RISER INSTALLATION NOT TO EXTEND
BEYOND 12 O'CLOCK CURB FACE OF POLE
EMPORIA AVE
PROPOSED OVERHEAD
LOW VOLTAGE
CONDUCTOR TO BE
OVERLASHED ONTO
PROPOSED CROWN
CASTLE STRAND
ATTACHMENT (±510'-0" L.F.)
PROPOSED B-LINE BOX WITH
SPI, DONGAN BUCK AND
BOOST, LOAD CENTER, AND
FRONTHAUL (FUTURE)
PROPOSED RISER
STAND-OFF BRACKET
PROPOSED (3) INTEGRATED
5G ANTENNAS
PROPOSED ANTENNA ARM
PROPOSED 40' CLASS 4 WOOD
UTILITY POLE WITH PROPOSED
INTEGRATED 5G ANTENNAS
AND PROPOSED ANTENNA ARM
(POLE ID#: GT72469)
PROPOSED
CLIMBING SPACE
(12:00 - 3:00)
PROPOSED
CLIMBING STEPS
(12:00 & 3:00)
PROPOSED B-LINE BOX
WITH SPI, WTR BOX AND
DONGAN BUCK AND
BOOST AND LOAD CENTER
(9:00)
PROPOSED CROWN CASTLE
6" STANDOFF BRACKET
(9:00)
PROPOSED 1" POWER PVC
RISER
(9:00)
PROPOSED CROWN CASTLE
2" POWER PVC RISER
(9:00)
PROPOSED (2) 5/8"
GROUND ROD RISER
(8:30 & 9:30)
EXISTING WOOD UTILITY POLE WITH PROPOSED
B-LINE BOX WITH SPI, DONGAN BUCK AND BOOST,
20 AMP SERVICE DISCONNECT AND METER BOX
PROPOSED POWER P.O.C. (POLE ID#:885491E)
(33.990466°, -118.405194°)
GAMMA
AZ: 0°
ALPHA
AZ: 120°
ENLARGED SITE PLAN
A-1
2 CL
C/F
R/W
A-2
1, 2
A-3
1, 2
EXISTING WOOD UTILITY POLE WITH
PROPOSED INTEGRATED 5G ANTENNAS,
PROPOSED ANTENNA ARM AND PROPOSED
B-LINE BOX WITH SPI, DONGAN BUCK AND
BOOST, LOAD CENTER (POLE ID#: GT72469)
(33.991039°, -118.403864°)
BETA
AZ: 240°
R
6:00
7 8
11 12:00
1 2
3:00
4 5
9:00
10 6:00
7 8
11 12:00
1 2
3:00
4 5
9:00
10 R
CL C/F R/WC/F
CL
C/F
R/W
C/F
R/W
CL
C/F
R/W
C/F
R/W
R/W
C/F
CL
C/F
R/W
C/F
R/W
152'-10"
TO C/L OF SELMARAINE DR
PROPOSED OVERHEAD LOW VOLTAGE
CONDUCTOR TO BE OVERLASHED
ONTO PROPOSED CROWN CASTLE
STRAND ATTACHMENT (±510'-0" L.F.)
19'-3"
PORT RD
SELMARAINE DR
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
(E) BUILDING
R/W
C/F
R/W
C/F
1'-3"
R/W
17'-10"
91'-3"
TO C/L OF PORT DR
GAMMA
AZ: 0°
ALPHA
AZ: 120°
BETA
AZ: 240°
(E) RISER
(10:00)
(E) DISTRIBUTION
POLE (POLE ID #:
885477E)
(E) DISTRIBUTION
POLE (POLE ID #:
885475E)
(E) DISTRIBUTION POLE
(ID #: 885474E)
(E) DISTRIBUTION
POLE (POLE ID #:
885476E)
(E) DISTRIBUTION
POLE (POLE ID #:
847323E)
(E) DISTRIBUTION
POLE (POLE ID #:
885487E)
(E) DISTRIBUTION
POLE (POLE ID #:
885547E)
(E) OH CONDUCTOR
0-750 VOLTS
(E) OH CONDUCTOR 751
VOLTS- 22.5 kV
(E) OH CONDUCTOR 751
VOLTS- 22.5 kV
(E) OVERHEAD
CONDUCTOR - OTHER/
UNKNOWN
(E) BUILDING
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
A-2
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
ELEVATIONS
ELEVATIONS (NODE POLE)
AS SHOWN
2'
11"x17" SCALE: 3/16" = 1'-0"
24"x36" SCALE: 3/8" = 1'-0" 1' 0' 2'EXISTING SOUTHWEST ELEVATION 2' 11"x17" SCALE: 3/16" = 1'-0"
24"x36" SCALE: 3/8" = 1'-0" 1' 0' 2' 21 PROPOSED SOUTHWEST ELEVATION AGL 0'-0" - FINISHED GRADE
POLE ID#: GT72469
AGL 0'-0" - FINISHED GRADE
POLE ID#: GT72469
PROPOSED CLIMBING STEPS
(3:00 & 6:00)
PROPOSED 40' CLASS 4 WOOD UTILITY POLE
(ID#: GT72469)
WOOD UTILITY POLE TO BE
REMOVED AND REPLACED
(ID#: GT72469)
PROPOSED (3) INTEGRATED
5G ANTENNAS
PROPOSED CROWN CASTLE
FIBER ATTACHMENT
PROPOSED ANTENNA ARM
ATTACHMENT
PROPOSED RF CAUTION SIGNAGE
PROPOSED FIBER TAP DROP
PROPOSED CROWN CASTLE
2" POWER PVC RISER ON
STAND-OFF BRACKET
PROPOSED OVERHEAD LOW VOLTAGE
CONDUCTOR TO BE OVERLASHED ONTO
PROPOSED CROWN CASTLE STRAND
ATTACHMENT (±370'-0" L.F.)
AGL ±32'-5" - RAD CENTER OF PROPOSED ANTENNA
AGL ±30'-5" - BOTTOM OF PROPOSED ANTENNA
AGL ±20'-10" - PROPOSED CCI FIBER
AGL ±31'-4" - BOTTOM OF PROPOSED ANTENNA
ARM ATTACHMENT
AGL ±29'-5" - TOP OF PROPOSED RF CAUTION SIGNAGE
2'-0"
PROPOSED CROWN CASTLE (2) 5/8"Ø
X 8' GROUND ROD (BEHIND POLE)
D-3
4 AGL ±19'-10" - NEW LOCATION OF EXISTING COMM LINE 2
D-1
1 D-2
1 TO 5
D-1
4 AGL ±18'-10" - NEW LOCATION OF EXISTING COMM LINE 1
AGL ±34'-0" - TOP OF PROPOSED WOOD UTILITY POLE
AGL ±23-7" - TOP OF EXISTING WOOD UTILITY POLE
3'-0"
AGL ±19'-10" - EXISTING COMM LINE 2 TO BE RELOCATED
AGL ±18'-10" - EXISTING COMM LINE 1 TO BE RELOCATED
AGL ±19'-10" - EXISTING DOWN GUY TO BE RELOCATED
AGL ±18'-10" - EXISTING DOWN GUY TO BE RELOCATED
AGL ±20'-10" - PROPOSED DOWN GUY
AGL ±19'-10" - NEW LOCATION OF EXISTING DOWN GUY
AGL ±18'-10" - NEW LOCATION OF EXISTING DOWN GUY
1'-0"
NOTE: "CROWN CASTLE CLASS C CIRCUIT COMPLIES
WITH NEC ARTICLE 830, SECTION 830.15 (2), G.O. 95
SECTION 20.6 A (1) AND G.O. 128 SECTION 20.4".
PROPOSED RF NOTICE SIGNAGE
PROPOSED DONGAN BUCK AND BOOST
PROPOSED LOAD CENTER
PROPOSED FRONTHAUL (FUTURE)
PROPOSED B-LINE BOX WITH SPI
D-3
5 D-3
7 D-1
2 D-1
6 D-3
6 AGL ±9'-0" - BOTTOM OF PROPOSED B-LINE BOX WITH SPI
AGL ±10'-3" - BOTTOM OF PROPOSED DONGAN
BUCK AND BOOST
AGL ±9'-0" - BOTTOM OF PROPOSED RF
NOTICE SIGNAGE
AGL ±11'-9" - BOTTOM OF PROPOSED
LOAD CENTER
AGL ±13'-0" - BOTTOM OF PROPOSED
FRONTHAUL (FUTURE)
AGL ±33'-0" - TOP OF PROPOSED ANTENNA
NOTES:
· 4" MIN. CLEARANCE FROM POLE FACE /
RISER TO EQUIPMENT SHROUD
· NEW CONDUITS TO MATCH EXISTING PAINT
· RISER INSTALLATION NOT TO EXTEND
BEYOND 12 O'CLOCK CURB FACE OF POLE
· ALL EQUIPMENT WILL BE PAINTED TO
MATCH SUPPORT STRUCTURE
NOTICE
There is an antenna operationhigh on this pole. Please followguidance on signs near the antenna orcall the number below.
POLE WORKERS
Site ID # #########
888-632-0931
Rev. A
#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 #
Rev. A
CAUTION
CA002_CLC_CULVER_023
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
A-3
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
ELEVATIONS
ELEVATIONS (NODE POLE)
AS SHOWN
2'
11"x17" SCALE: 3/16" = 1'-0"
24"x36" SCALE: 3/8" = 1'-0" 1' 0' 2'EXISTING NORTHWEST ELEVATION 2' 11"x17" SCALE: 3/16" = 1'-0"
24"x36" SCALE: 3/8" = 1'-0" 1' 0' 2' 21 PROPOSED NORTHWEST ELEVATION NOTE: "CROWN CASTLE CLASS C CIRCUIT COMPLIES
WITH NEC ARTICLE 830, SECTION 830.15 (2), G.O. 95
SECTION 20.6 A (1) AND G.O. 128 SECTION 20.4".
AGL 0'-0" - FINISHED GRADE
POLE ID#: GT72469
PROPOSED CLIMBING STEPS
(3:00 & 6:00)
PROPOSED 40' CLASS 4
WOOD UTILITY POLE
(ID#: GT72469)
WOOD UTILITY POLE TO BE
REMOVED AND REPLACED
(ID#: GT72469)
PROPOSED (3) INTEGRATED
5G ANTENNAS
PROPOSED CROWN CASTLE
FIBER ATTACHMENT
PROPOSED ANTENNA ARM
ATTACHMENT
PROPOSED RF CAUTION SIGNAGE
PROPOSED FIBER TAP DROP
PROPOSED CROWN CASTLE
2" POWER PVC RISER ON
STAND-OFF BRACKET
PROPOSED OVERHEAD LOW VOLTAGE
CONDUCTOR TO BE OVERLASHED ONTO
PROPOSED CROWN CASTLE STRAND
ATTACHMENT (±510'-0" L.F.)
D-3
4 D-1
1 D-2
1 TO 5
D-1
4 AGL 0'-0" - FINISHED GRADE
POLE ID#: GT72469
PROPOSED CROWN CASTLE (2) 5/8"Ø
X 8' GROUND ROD (BEHIND POLE)
AGL ±20'-10" - PROPOSED CCI FIBER
AGL ±19'-10" - NEW LOCATION OF EXISTING COMM LINE 2
AGL ±18'-10" - NEW LOCATION OF EXISTING COMM LINE 1
AGL ±34'-0" - TOP OF PROPOSED WOOD UTILITY POLE
AGL ±20'-10" - PROPOSED DOWN GUY
AGL ±19'-10" - NEW LOCATION OF EXISTING DOWN GUY
AGL ±18'-10" - NEW LOCATION OF EXISTING DOWN GUY
2'-0"
AGL ±23-7" - TOP OF EXISTING WOOD UTILITY POLE
AGL ±19'-10" - EXISTING COMM LINE 2 TO BE RELOCATED
AGL ±18'-10" - EXISTING COMM LINE 1 TO BE RELOCATED
AGL ±19'-10" - EXISTING DOWN GUY TO BE RELOCATED
AGL ±18'-10" - EXISTING DOWN GUY TO BE RELOCATED
AGL ±29'-5" - TOP OF PROPOSED RF CAUTION SIGNAGE
AGL ±32'-5" - RAD CENTER OF PROPOSED ANTENNA
AGL ±31'-10" - BOTTOM OF PROPOSED ANTENNA
AGL ±31'-4" - BOTTOM OF PROPOSED ANTENNA
ARM ATTACHMENT
PROPOSED RF NOTICE SIGNAGE
PROPOSED DONGAN BUCK AND BOOST
PROPOSED LOAD CENTER
PROPOSED FRONTHAUL (FUTURE)
PROPOSED B-LINE BOX WITH SPI
D-3
5 D-3
7 D-1
2 D-1
6 D-3
6 AGL ±9'-0" - BOTTOM OF PROPOSED B-LINE BOX WITH SPI
AGL ±10'-3" - BOTTOM OF PROPOSED DONGAN
BUCK AND BOOST
AGL ±9'-0" - BOTTOM OF PROPOSED RF
NOTICE SIGNAGE
AGL ±11'-9" - BOTTOM OF PROPOSED
LOAD CENTER
AGL ±13'-0" - BOTTOM OF PROPOSED
FRONTHAUL (FUTURE)
AGL ±33'-0" - TOP OF PROPOSED ANTENNA
NOTES:
· 4" MIN. CLEARANCE FROM POLE FACE /
RISER TO EQUIPMENT SHROUD
· NEW CONDUITS TO MATCH EXISTING PAINT
· RISER INSTALLATION NOT TO EXTEND
BEYOND 12 O'CLOCK CURB FACE OF POLE
· ALL EQUIPMENT WILL BE PAINTED TO
MATCH SUPPORT STRUCTURE
3'
11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 1/4" = 1'-0" 2' 0' 4'1'4'EXISTING NORTHEAST ELEVATION 3' 11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 1/4" = 1'-0" 2' 0' 4'1'4' 21
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
A-4
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
ELEVATIONS
ELEVATIONS (POWER POLE)
AS SHOWN
PROPOSED NORTHEAST ELEVATION
AGL ±38'-2" - TOP OF EXISTING POLE
PROPOSED DONGAN BUCK AND BOOST
PROPOSED B-LINE BOX WITH SPI
PROPOSED WTR BOX
PROPOSED OVERHEAD LOW
VOLTAGE CONDUCTOR TO BE
OVERLASHED ONTO PROPOSED
CROWN CASTLE STRAND
ATTACHMENT (±510'-0" L.F.)
PROPOSED CROWN CASTLE
FIBER ATTACHMENT
PROPOSED DWP 1" POWER PVC
RISER
PROPOSED CLIMBING
STEPS (12:00 & 3:00)
PROPOSED CROWN CASTLE
2" POWER PVC RISER
PROPOSED CROWN CASTLE (2) 5/8"Ø
X 8' GROUND ROD (BEHIND POLE)
NOTE: "CROWN CASTLE CLASS C CIRCUIT COMPLIES
WITH NEC ARTICLE 830, SECTION 830.15 (2), G.O. 95
SECTION 20.6 A (1) AND G.O. 128 SECTION 20.4".
D-3
6 D-3
7 D-1
6 AGL ±37'-11" - EXISTING PRIMARY POWER
CROSS ARM
AGL ±23'-5" - PROPOSED CCI FIBER
AGL ±36'-10" - EXISTING DOWN GUY
AGL ±28'-7" - EXISTING SECONDARY INSULATOR
AGL ±23'-11" - EXISTING GUARD ARM
AGL ±23'-5" - EXISTING MESSENGER LINE TO BE RELOCATED
AGL 0'-0" - FINISHED GRADE
POLE ID#: 885491E
AGL ±36'-3" - EXISTING PRIMARY POWER
CROSS ARM
AGL ±33'-8" - EXISTING POLE TO POLE GUY
AGL ±29'-6" - TOP OF EXISTING SECONDARY POWER ATTACHMENT AGL ±27'-8" - BOTTOM OF EXISTING SECONDARY POWER ATTACHMENT AGL ±22'-10" - EXISTING GUARD ARM BRACKET
AGL ±22'-2" - EXISTING COMM LINE 2
TO BE RELOCATED
AGL ±22'-2" - EXISTING DOWN GUY
AGL ±21'-1" - EXISTING COMM LINE 1
TO BE RELOCATED
AGL ±21'-1" - EXISTING DOWN GUY
AGL ±21'-3" - EXISTING RISER
AGL ±21'-2" - EXISTING RISER
AGL ±20'-11" - EXISTING MESSENGER LINE
TO BE RELOCATED
AGL ±23'-11" - EXISTING GUARD ARM
AGL 0'-0" - FINISHED GRADE
POLE ID#: 885491E
AGL ±22'-10" - EXISTING GUARD ARM BRACKET
AGL ±22'-5" - NEW LOCATION OF EXISTING
MESSENGER LINE
AGL ±22'-5" - EXISTING DOWN GUY
AGL ±21'-5" - NEW LOCATION OF EXISTING
COMM LINE 2
AGL ±21'-1" - EXISTING DOWN GUY
AGL ±21'-3" - EXISTING RISER
AGL ±21'-2" - EXISTING RISER
AGL ±20'-5" - NEW LOCATION OF EXISTING
COMM 1/MESSENGER LINE
1'-0"
2'-0"
AGL ±38'-2" - TOP OF EXISTING POLE
AGL ±37'-11" - EXISTING PRIMARY POWER
CROSS ARM
AGL ±36'-10" - EXISTING DOWN GUY
AGL ±28'-7" - EXISTING SECONDARY INSULATOR
AGL ±36'-3" - EXISTING PRIMARY POWER
CROSS ARM
AGL ±33'-8" - EXISTING POLE TO POLE GUY
AGL ±29'-6" - TOP OF EXISTING SECONDARY POWER ATTACHMENT AGL ±27'-8" - BOTTOM OF EXISTING SECONDARY POWER ATTACHMENT AGL ±8'-0" - TOP OF EXISTING RISER
AGL ±23'-5" - PROPOSED DOWN GUY
AGL ±8'-0" - TOP OF EXISTING RISER
AGL ±12'-0" - BOTTOM OF PROPOSED
B-LINE BOX WITH SPI
AGL ±10'-5" - BOTTOM OF PROPOSED DONGAN BUCK AND BOOST
AGL ±9'-0" - BOTTOM OF PROPOSED WTR BOX
NOTES:
· 4" MIN. CLEARANCE FROM POLE FACE /
RISER TO EQUIPMENT SHROUD
· NEW CONDUITS TO MATCH EXISTING PAINT
· RISER INSTALLATION NOT TO EXTEND
BEYOND 12 O'CLOCK CURB FACE OF POLE
· ALL EQUIPMENT WILL BE PAINTED TO
MATCH SUPPORT STRUCTURE
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
D-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
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. 5
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 6 7
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 8
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 43
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.NOT USED NOT USEDLOAD CENTER
SPECIFICATIONS
9"
12.75"
4.25"
PLAN
FRONT SIDE
SQUARE D
QO612L100RB
(OR APPROVED EQUAL)
5.5 LBS
(12.75" x 9" x 4.25")DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
MODEL
4.25"
9"
12.75"
TYPICAL EQUIPMENT DETAIL
PROPOSED DONGAN
BUCK AND BOOST
PROPOSED FRONTHAUL
(FUTURE)
PROPOSED CROWN CASTLE
MOUNTING BRACKET
PROPOSED WTR BOX
7 D-3
3 D-3
5 -
2 -
NODE POLE POWER POLE
PROPOSED LOAD CENTER
6 -
PROPOSED B-LINE WITH SPI
1 D-5
PROPOSED B-LINE WITH SPI
6 D-3
WTR BOX
SPECIFICATIONS
WEIGHT 10 LBS
MANUFACTURER STAHLIN
DIMENSIONS (HXWXD) (15.49" x 13.48" x 6.20")
MODEL WTR BOX
FRONT SIDE
PLAN
13.48"
6.20"15.49
15.49 6705 ANTENNA W/
INTEGRATED RADIO SPECS
SPECIFICATIONS
WEIGHT
MANUFACTURER
DIMENSIONS (HXWXD)
MODEL
31 LBS
ERICSSON
(16.2" x 7.9" x 5.9")
STREETMACRO 6705
16.2"
FRONT SIDE
PLAN
7.9"
5.9"16.2"
7.9" 5.9"
PLAN
FRONT SIDE
9.05"
7.87" 4.72"
SPECIFICATIONS
WEIGHT 7.7 LBS
MANUFACTURER ERICSSON
DIMENSIONS (HXWXD) (9.05" x 7.87" x 4.72")
MODEL FRONTHAUL 6387
FRONTHAUL (FUTURE)
4.72"
7.87"
SPECIFICATIONS
WEIGHT
MANUFACTURER
(5" x 15" x 4.63")
N/A
R&M USA INC.
MODEL
15"
FIBER TAP DROP
DIMENSIONS (HXWXD)
FTH-LCU-PGT-F12-1524 OR
FTH-LCU-PGT-F12-3048
(OR APPROVED EQUAL)
FRONT SIDE
PLAN
4.63"5"
15"
4.63"
5"
1 2 3
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
D-2
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
EQUIPMENT DETAILS
AS SHOWN
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 7
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.5
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. 6
ANTENNA EXTENSION SPECS
SPECIFICATIONS
NYM
MODEL GSAE-10
DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
9.5 LBS
(H 15" x D 5" & Flange is 5.37")
NYM-MK-131-SMB-EX-6705 | EQUIPMENT LIST
ITEM NO. PART NUMBER DESCRIPTION
PART NAME DIMENSIONS MATERIAL FINISH QTY UNIT
WT. LBS.
1 2
3 4
5 6
FMTB
FMTB-ERIC6705
GSAE-10
CAB 3.5 x 4.5
CAE-26
RSC-15
FLUSH MOUNT
TILT BRACKET
ERICSSON 6705
MOUNTING HOLE
PATTERN FOR FMTB
LATCH BRACKET
GALVANIZED STEEL
ANTENNA EXTENSION
15" HEIGHT
CROSS ARM BRACKET
CROSS ARM EXTENSION
RADIO SIDE COVERS
15" TALL
LENGTH 5.00"
WIDTH 3.00"
HEIGHT 6.00"
LENGTH 5.00"
WIDTH 3.80"
HEIGHT 6.00"
HEIGHT 15.00"
DIAMETER 5.0"
LENGTH 7.00"
WIDTH 5.25"
LENGTH 5.00"
HEIGHT 7.375"
LENGTH 26"
WIDTH 6.50"
HEIGHT 15"
LENGTH 1.5"
WIDTH 10"
HOT ROLLED STEEL
GALVANIZED
HOT ROLLED STEEL
GALVANIZED
HRS GALVANIZED
STEEL TUBING
STEEL GALVANIZED
GALVANIZED HRS
STEEL
ALUMINUM
GALVANIZED STEEL
x3
x3
x1
x1
x1
x3 COVER
UNIT
4 LBS
2 LBS
9.5 LBS
9 LBS
20 LBS
5.5 LBS
PROPOSED ANTENNA
BRACKET
PROPOSED BRACELESS
ANTENNA BRACKET
PROPOSED RF CAUTION SIGN
PROPOSED OR EXISTING
UTILITY POLE
PROPOSED (3)
INTEGRATED ANTENNAS
CAUTION
Rev. ARev. A
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 # CA002_CLC_CULVER_023
6 36"
6'
MIN
13"
20.5"
16.2"
MK-131 TYPICAL ANTENNA ASSEMBLY
SPECIFICATIONS
NYM
MODEL NYM-MK-131-SMB-EX-6705
DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
20 LBS
(7.38" x 6.5" x 26")
SPECIFICATIONS
DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
(8" x 26" x 6")
NYM
MODEL NYM-MK-131-SMB-EX-6705
(OR APPROVED EQUAL)
70 LBS (WITHOUT ANTENNAS)
6"
5"
8"
26"
MK-131 ANTENNA MOUNT SPECS
FRONT
PLAN
SIDE
LATCH & TILT BRACKET SPECS.
SPECIFICATIONS
WEIGHT 6 LBS (TOTAL FOR BOTH)
MANUFACTURER NYM
DIMENSIONS (HXWXD) AS SHOWN
MODEL FMTB | FMTB-ERIC6705
(OR APPROVED EQUAL)
SIDESIDE TOP
BACK FRONT
5" 5"
3.23"
5"
3.81"3.81"6"
6"
5"
RADIO SIDE COVER SPECS.
SPECIFICATIONS
WEIGHT 5.5 LBS
MANUFACTURER NYM
DIMENSIONS (HXWXD) AS SHOWN
MODEL RSC-15
(OR APPROVED EQUAL)
TOP ISOMETRIC
SIDEFRONT
ELASTOMER
RUBBER
CLAMP GASKET
1/4-20 SS RIVIT
NUT INSERT
STRAP
RETAINER
6.17"
2.0"
SPECIFICATIONS
DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
(7.5" x 12" x 4 1/8")
GAINS
MODEL PX182A
(OR APPROVED EQUAL)
5 LBS
FRONT
PLAN
SIDE
BRACELESS CROSSARM GAINS
7.5"
12"
4 1/8"
12" 4 1/8"
7.5"
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
D-3
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
EQUIPMENT DETAILS
AS SHOWN
3 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.
5 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 6
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 7
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.
8 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
CA002_CLC_CULVER_023
RF NOTICE SIGN
NOTICE
There is an antenna operation
high on this pole. Please follow
guidance on signs near the antenna or
call the number below.
POLE WORKERS
Site ID #
888-632-0931
Rev. A
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 # CA002_CLC_CULVER_023
Rev. A
CAUTION
6 RF CAUTION SIGN
SPI BOX
MANUFACTURER
MODEL
SPECIFICATIONS
DIMENSIONS (HXWXD)
WEIGHT
(12" x 12" x 6")
B-LINE
#12126RHC
(OR APPROVED EQUAL)
25 LBS
12"
12" 6"PLAN
FRONT SIDE
12"
6"
12"
DONGAN BUCK/BOOST XFMR
SPECIFICATIONS
DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
MODEL
(15.25" x 5.75" x 5.87")
28 LBS
DONGAN
85-Y036
(OR APPROVED EQUAL)
15.25"
5.75" 5.87"
FRONT SIDE
15.25"
B-LINE BOX ENCLOSURE
SPECIFICATIONS
MANUFACTURER
DIMENSIONS (HXWXD)
WEIGHT
MODEL
(12.0" x 12.0" x 6.0")
5 LBS
J12126 RHC
(OR APPROVED EQUAL)
COOPER B-LINE
12"
12"
6"
PLAN
FRONT SIDE
12"
6"
12"
RISER STAND-OFF BRACKET
PROPOSED 1.65 UNISTRUT
PROPOSED 1/2" SPRING NUT WITH
STUD (UNISTRUT APPLICATION)
PROPOSED STAND-OFF
BRACKETS (QTY. OF 2 PER KIT)
PROPOSED 5/8" X POLE
DIA.GALVANIZED LINE
HARDWARE BOLT
WASHER AND FASTENER
PROPOSED
UNISTRUT
PROPOSED
STAND-OFF
BRACKET
PROPOSED STAND-OFF BRACKETS,
2 PER KIT (SHROUD APPLICATION)
NEW STAND-OFF
BRACKETS (QTY.
OF 2 PER KIT)
PROPOSED 5/8" X POLE
DIA.GALVANIZED LINE
HARDWARE BOLT
WASHER AND FASTENER
3.5"
5"
1.75"
0.5"
1.75"
R0.24" 7.5"
1.75"
1"
1.5"
3.25"
6" STAND OFF SPECS.
SPECIFICATIONS
DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
(5" x 3.5" x 7.5")
HP COMMUNICATIONS INC.
MODEL #23-S06
(OR APPROVED EQUAL)
TBD3.25"
7.5"
3.5"
5"
PLAN
SIDE
FRONT
7.5"
3.5"
EQUIPMENT BRACKET SPECS.
FRONT SIDEPLAN
5.61"
6"
16.59"
80.5"
34.27"
12.52"
7"
2"
80.5"
33.27"6"
6" STAND OFF
BRACKET
1 -
SPECIFICATIONS
DIMENSIONS (HXWXD)
WEIGHT
MANUFACTURER
(80.50" x 6" x 2")
HP COMMUNICATIONS INC.
MODEL #23-CH81
(OR APPROVED EQUAL)
95 LBS
16.59"
6"
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
PS-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
PHOTOSIMS
PHOTOSIMS
AS SHOWN
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 42
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. PROPOSED LOOKING WESTEXISTING LOOKING WEST
PROPOSED DONGAN
BUCK AND BOOST
PROPOSED LOAD CENTER
PROPOSED FRONTHAUL (FUTURE)
PROPOSED B-LINE BOX WITH SPI
PROPOSED (3) INTEGRATED
5G ANTENNAS
PROPOSED CROWN CASTLE
FIBER ATTACHMENT
PROPOSED ANTENNA ARM
ATTACHMENT
PROPOSED RF CAUTION SIGNAGE
PROPOSED CROWN CASTLE
2" POWER PVC RISER ON
STAND-OFF BRACKET
PROPOSED OVERHEAD LOW VOLTAGE
CONDUCTOR TO BE OVERLASHED ONTO
PROPOSED CROWN CASTLE STRAND
ATTACHMENT (±510'-0" L.F.)
CA002_CLC_CULVER_023
NOTICE
There is an antenna operationhigh on this pole. Please follow guidance on signs near the antenna orcall the number below.
POLE WORKERS
Site ID #
888-632-0931
Rev. A
PROPOSED RF NOTICE SIGNAGE
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 # CA002_CLC_CULVER_023
Rev. A
CAUTION
6 PROPOSED 40' CLASS 4
WOOD UTILITY POLE
(ID#: GT72469)
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
PS-2
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
PHOTOSIMS
PHOTOSIMS
AS SHOWN
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 42
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. PROPOSED NORTHWESTEXISTING NORTHWEST Site ID #
Rev. A
Rev. A
6 PROPOSED DONGAN
BUCK AND BOOST
PROPOSED LOAD CENTER
PROPOSED FRONTHAUL (FUTURE)
PROPOSED B-LINE BOX WITH SPI
PROPOSED (3) INTEGRATED
5G ANTENNAS
PROPOSED CROWN CASTLE
FIBER ATTACHMENT
PROPOSED ANTENNA ARM
ATTACHMENT
PROPOSED RF CAUTION SIGNAGE
PROPOSED CROWN CASTLE
2" POWER PVC RISER ON
STAND-OFF BRACKET
PROPOSED OVERHEAD LOW VOLTAGE
CONDUCTOR TO BE OVERLASHED ONTO
PROPOSED CROWN CASTLE STRAND
ATTACHMENT (±510'-0" L.F.)
PROPOSED RF NOTICE SIGNAGE
PROPOSED 40' CLASS 4
WOOD UTILITY POLE
(ID#: GT72469)
FRONTHAUL
6387 FIBER TAP
FIBER PLUMBING DIAGRAM
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
E-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
EQUIPMENT DETAILS
AS SHOWN
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. 4
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 2
TO #6 AWG GREEN
COPPER TINNED
COATED MAIN GROUND
CONDUCTOR / RISER
LOAD CENTER
EXOTHERMIC WELD CONNECTIONS
MECHANICAL TYPE CONNECTIONS
GROUNDING BAR
NOTE:
ALL GROUND CONDUCTORS TO BE #6
TJJM/THWN GREEN STRANDED COPPER
UNLESS OTHERWISE NOTED OR REQUIRED
BY EQUIPMENT MANUFACTURER.
MECHANICAL CONNECTIONS ARE TO BE
IRREVERSIBLE CRIMP OR EQUIVALENT.
PROPOSED 5G
INTEGRATED ANTENNA
(3 TOTAL)
PROPOSED #6 AWG GREEN
STRANDED GROUND FROM
EQUIPMENT TO GROUND BUS
PROPOSED #6 THHN/THWN GREEN
COPPER TINNED COATED MAIN
GROUND CONDUCTOR / RISER
GROUNDING SCHEMATIC
PROPOSED 5/8" x 8'-0" COPPER-CLAD STEEL GROUND RD.
GROUND ROD SHOULD BE MIN. 1' BELOW GRADE AND 24'-36"
FROM THE 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'. 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 1
ONE-LINE DIAGRAM
NOTE:
UTILITY DESIGN AND RUNS ARE
PRELIMINARY. PENDING FINAL
DESIGN FROM UTILITY PROVIDERS.
PROPOSED 5G
INTEGRATED ANTENNA
(3 TOTAL)
(3) 14 AWG - 3 CONDUCTOR
- 300V - STRANDED
CONDUCTOR - SJOOW -
PORTABLE CORD -
(3) 14 AWG - 3 CONDUCTOR
- 300V - STRANDED
CONDUCTOR - SJOOW -
PORTABLE CORD -
(3) 14 AWG - 3 CONDUCTOR
- 300V - STRANDED
CONDUCTOR - SJOOW -
PORTABLE CORD -
LOAD CENTER
#6 WIRE AWG TO
GROUND ROD
NODE POLE
POWER POLE
B-LINE BOX WITH SPI
EXISTING POWER SOURCE
(3) #8 AWG WIRES FOR LADWP
POWER INTO METER; (1) WHITE
(NEUTRAL), (2) BLACK (120/240)
EARTH GROUND
#6 WIRE AWG TO
GROUND ROD
WTR BOX
(3) #8 AWG WIRES FOR POWER
TO 20 AMP FUSED SERVICE
DISCONNECT
1 - BLACK
1 - RED
1 - WHITE
DONGAN
TRANSFORMER
DONGAN
TRANSFORMER
B-LINE BOX WITH SPI
AC POWER
DC POWER
FIBER
AZIMUTH: 120° , 240°, 0°
120° 240° 0°
LOAD SCHEDULE
PANEL CIRCUIT AND LOAD SCHEDULE
LOAD
DESCRIPTION
1 2
3 4
5 6
7 8
9 10
11 12
TOTAL NON-CONTINUOUS
TOTAL VA
TOTAL AMPS
ERICSSON SM6705
ERICSSON SM6705
ERICSSON SM6705
QTY
1 1
1 UNIT
V.A.
396
396
396
TRIP
10A
10A
10A
1 1
1 1,188
9.9 WIRE
SIZE
8 8
8 K.A.I.C WIRE
TYPE
10A
10A
10A
TO
RADIOS
VOLTAGE: 120/240 V
MAIN LUG:
PHASE: 1
WIRES: 3
10 Cu
10 Cu
10 Cu
POLES
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
RF-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
RF PLUMBING DIAGRAM
RF PLUMBING DIAGRAM
AS SHOWN
RF PLUMBING DIAGRAM
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
G-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
GROUNDING DETAILS
GROUNDING DETAILS
AS SHOWN
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
RX1/RX2
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
WEATHERPROOFING KIT
CABLE GROUNDING KIT
6 AWG STRANDED COPPER
CONDUCTOR WITH GREEN, 600V,
THWN-2 INSULATION GROUNDED
TO GROUNDING BAR
#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
1/16"
(TYP)
PVC NONMETALLIC CONDUIT
SCH 40 TYPE (NMC) CONDUIT
WITH STRAP WITHIN TWO
INCHES OF CONDUIT END
3 4
2"
1"
1 7/16"
5 2
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
3/4"COAX GROUNDING
CONNECTOR
PVC RISER
FLEX CONDUIT
TWO-HOLE LUGS
(E) GRADE
EXOTHERMIC
#6 ROD 5/8"Ø X 8' -0"
COPPER CLAD GROUND
ELECTRODE
(E) UTILITY POLE
Cu CLAMP FCI No.
CBL3-TB TYCO No.
83749-1 OR EQUAL
BLACK JACKET
SOLID COPPER
CONDUCTOR
WOOD MOLDING
PER GOE95 PLACE 8' 5
8"
GROUND ROD A
MINIMUM 12" BELOW
GRADE AND A
MINIMUM 24" FROM
POLE
NOTE:
UTILITY POLE GROUND
SHALL COMPLY WITH
PUBLIC UTILITIES
COMMISSION OF THE
STATE OF CALIFORNIA
GENERAL ORDER NO
95 (SECTION 54.9, 92.4)
LEGEND
12"
.2273" DIA MAX
1"
1"
12" MIN.
24"
MIN.
ANTENNA CABLE
3 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
6 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
9 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.1
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. 5
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
7 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 8
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.NOT USED
TYPICAL CADWELD TYPES
COAX GROUND KIT GROUNDING BAR CONNECTION GROUND BAR DETAIL
GROUND ROD
WIRE TO GROUND BAR CONNECTIONCABLE GROUND KIT DETAIL
GROUNDING WIRE CONNECTION
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
P-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
NODE POLE PHOTOS
NODE POLE PHOTOS
AS SHOWN
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 4
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. NOT USED
1 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. LOOKING NORTH
LOOKING NORTHEAST
LOOKING NORTHWEST
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
P-2
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
POWER POLE PHOTOS
POWER POLE PHOTOS
AS SHOWN
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. 4
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. NOT USED
1 11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S. LOOKING SOUTH
LOOKING SOUTHEAST
LOOKING SOUTHWEST
PORT RD
SELMARAINE DR
EMPORIA AVE
SCE
NODE INFORMATION
CROWN NODE ID
POLE ID
CA002_CLC_CULVER_023
GT72469
LATITUDE: 33.991039°
LONGITUDE: -118.403864°
NEAREST ADDRESS: 11622 PORT RD
POLE OWNER VERIZON
HUB ID: 124780 (MARINA MTSO)
CLUSTER/AREA:
POWER PROVIDER:
POWER SOURCE POLE INFORMATION
POWER POLE ID: 885491E
SCE
LATITUDE:
LONGITUDE:
WTR ADDRESS: 11701 7/8 PORT RD
POLE OWNER:
33.990466°
-118.405194°
AZIMUTH: 120° , 240°, 0°
REV DATE DESCRIPTION BY
ENGINEER:
OWNER/DEVELOPER:
TITLE:
DRAWN BY: CHECKED BY: APPROVED BY:
CROWN CASTLE
POLE #: GT72469
REVISIONS
200 SPECTRUM CENTER DRIVE, 19TH FLOOR
IRVINE, CA 92618
CROWN CASTLE CA002_CLC_CULVER_023
SY
PROJECT NUMBER:
SHEET NAME:
DATE DRAWN:
SCALE:
NODE ID:
A 08/31/2023 90% CONSTRUCTION DRAWINGS SY
TCP-1
G.A. G.A.
08/31/2023
B 09/21/2023 95% CONSTRUCTION DRAWINGS KA
CA002_CLC_CULVER_023
PRP_VZW_VCA2-RELOOK_FIBER
_MARINA MTSO_35 NODES
SCE - BnB TEMPLATE UPDATED: 9/22/2023 7:56:48 am
ramiraP
ARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
EQUIPMENT DETAILS
AS SHOWN
N
W S
E
A. WORK OPERATIONS ARE 60 MINUTES OR LESS
B. SPEED LIMIT IS 45 MPH OR LESS
C. NO SIGHT OBSTRUCTIONS TO VEHICLES APPROACHING THE WORK AREA FOR A
DISTANCE EQUAL TO THE BUFFER SPACE
D. VEHICLES IN THE WORK AREA HAVE HIGH-INTENSITY, ROTATING, FLASHING,
OSCILLATING, OR STROBE LIGHTS OPERATING
E. VOLUME AND COMPLEXITY OF THE ROADWAY HAS BEEN CONSIDERED
DURATION NOTES
DIMENSION GUIDELINE
GENERAL NOTES
NOTE: TRAFFIC CONTROL PLAN IS BASED
ON THE 2019 "WATCH MANUAL.", PAGE 35
TRAFFIC CONTROL PLAN 1
24"x36" SCALE: NTS
11"x17" SCALE: NTS
WORKING HOURS: TYP. 9:00AM - 3:00PM
T.A.N.S.A.T. - TOW AWAY NO STOPPING AT ANYTIME
- SIGNALIZED INTERSECTION
- TRAFFIC CONE
-EXISTING DRIVEWAY
- PROPOSED SIGN AND POST
- PROPOSED WORK AREA
- PROPOSED FLASHING ARROW BOARD
- FLAGGER
- EXISTING TYPE III BARRICADE/ WITH SIGN
- BUS STOP
- DIRECTION OF TRAVEL
S
LEGEND
NOTES:
1. THE CONTRACTOR SHALL COORDINATE WITH TRANSPORTATION DEPARTMENT TO RELOCATE ANY AFFECTED EXISTING BUS STOP(S) IF NECESSARY AT LEAST 3 WEEKS IN ADVANCE - 310.253.5635.
2. LANE CLOSURES CAN ONLY OCCUR BETWEEN 9AM TO 3PM UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR.
3. TRAFFIC CONTROL IS SUBJECT TO FIELD MODIFICATION TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR.
W20-1
ROAD
WORK
AHEAD
END
ROAD WORK
G20-2
30'-0"
WORK
SPACE
155'-0"
BUFFER SPACE
45'-0"
SHOULDER
TAPER
100'-0"100'-0"
10'-0"
MIN.
W20-1
ROAD
WORK
AHEAD
C12
NARROW
LANE
100'-0"
END
ROAD WORK
G20-2
ROAD
WORK
AHEAD
W20-1
100'-0"
END
ROAD WORK
G20-2
ROAD
WORK
AHEAD
W20-1
100'-0"
SPEED
LIMIT
25 SPEED
LIMIT
25 SPEED
LIMIT
25 FAB