SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
T-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
TITLE SHEET
TITLE SHEET
AS SHOWN
NODE ID: SCL CULVER 134604 SEPULVEDA BLVD, CULVER CITY, CA 90230JURISDICTION: CITY OF CULVERPOLE ID: 29995YLATITUDE: 34.001845/21*,78'( -118.404724LOCATION MAPSITE EXHIBIT PHOTOPROJECT TEAM NWSE
THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORSCONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOTSHOWN ON THESE PLANS. THE ENGINEER/SURVEYOR ASSUMESNO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BETHE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THEUTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TOTHE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.
IF YOU DIG IN ANY STATEDIAL 811 FOR THE LOCAL"ONE CALL CENTER" - IT'S THE LAW
SCOPE OF WORK
GN-1A-1A-2A-3SITE PLANGENERAL NOTESELEVATIONST-1TITLE SHEETELEVATIONSPLUMBING DIAGRAMRF-1GROUNDING DETAILSG-1A-4ELEVATIONSP-1SHEET INDEXD-1 TO D-3EQUIP.DETAILSP-2PHOTOSIMSTRAFFIC CONTROL PLANTCP EQUIPMENT TO BE INSTALLED:·PROPOSED AMPHENOL ANTENNA·PROPOSED RADIO SHROUD·PROPOSED (1) 8863 AND (1) 8843 RADIOS·PROPOSED (3) PSU·PROPOSED ANTENNA ARM·PROPOSED (2) 2" POWER PVC RISERS·PROPOSED RF CAUTION SIGNAGE·PROPOSED RF NOTICE SIGNAGE·PROPOSED FIBER TAP DROP·352326('; *5281'52'·PROPOSED (2) B-LINE BOX WITH SPI·PROPOSED (2) DONGAN BUCK AND BOOST·PROPOSED LOAD CENTER·PROPOSED FRONTHAUL (FUTURE)·PROPOSED 40' CLASS 3 WOOD UTILITY POLEPOWER POLE:·PROPOSED (2) DONGAN BUCK AND BOOST·PROPOSED (2) B-LINE BOX WITH SPI·PROPOSED WTR BOX·PROPOSED 1" POWER PVC RISER AND SERVICE·PROPOSED 2" POWER PVC RISER·352326('
;
*5281'52'·PROPOSED DOWN GUYPHOTOSIMSE-1ELECTRICAL DETAILSPOWER SOURCE LOCATIONPOWER POLE ID# 929629E(34.000172°, -118.406585°) CROWN CASTLE PROJECT DELIVERY MANAGER:CONTACT: JASON SHUMANPHONE: 661-644-1826200 SPECTRUM CENTER DR. STE. 1700IRVINE, CA 92618CROWN CASTLE PROJECT CONSTRUCTION MANAGER:CONTACT: MATT WADEPHONE: (949) 259-7124200 SPECTRUM CENTER DR. STE. 1700IRVINE, CA 92618CROWN CASTLE CONSTRUCTION MANAGER:CONTACT:LANCE HALEPHONE: (562) 320-7936200 SPECTRUM CENTER DR. STE. 1700IRVINE, CA 92618CROWN CASTLE UTILITY RELATIONS:CONTACT: MICHAEL BONASPHONE: (949) 813-6905200 SPECTRUM CENTER DR. STE. 1700IRVINE, CA 92618 PROJECT LOCATION NODE POLEID# 29995Y(34.001845°, -118.404724°) SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
GN-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
GENERAL NOTES
GENERAL NOTES
AS SHOWN
TEMPORARY EROSION/SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINALIMPROVEMENTS, SHALL BE PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON ASINDICATED BELOW:1.ALL REQUIREMENTS OF THE CITY OF CULVER LAND DEVELOPMENT MANUAL, STORMWATER STANDARDS" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTIONOF THE PROPOSED PUBLIC IMPROVEMENTS CONSISTENT WITH THE EROSION CONTROLPLAN AND/OR WATER POLLUTION CONTROL PLAN (WPCP), IF APPLICABLE.2.FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAMOF INLET AS INDICATED ON DETAILS.3.THE CONTRACTOR OF QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OFSILT AND MUD ON ADJACENT STREET(S) AND STORM DRAIN SYSTEM DUE TOCONSTRUCTION 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 ALLTIMES DURING THE RAIN SEASON.6.THE CONTRACTOR SHALL RESTORE ALL EROSION.SEDIMENT CONTROL DEVICES TOWORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENTENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.7.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROLMEASURES AS MAY BE REQUIRED BY THE RESIDENT ENGINEER DUE TO UNFORESEENCIRCUMSTANCES, WHICH MAY ARISE.8.ALL EROSION/SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVEDIMPROVEMENT PLAN SHALL BE INCORPORATED HERON. ALL EROSION/SEDIMENTCONTROL FOR INTERIM CONDITIONS SHALL BE DONE TO THE SATISFACTION OF THERESIDENT ENGINEER.9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN RAIN IS IMMINENT.10.THE CONTRACTOR WILL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TOAPRIL 30TH FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSIONCONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER AND THERESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION/SEDIMENTCONTROL 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 TOPREVENT CONTAMINATED WATER.3.SPOILS PILE WILL BE COVERED AND CONTAINED AND STREET WILL BE SWEPT ANDCLEANED AS NEEDED.4.CONTRACTOR REPAIR DAMAGED PUBLIC IMPROVEMENTS TO THE SATISFACTION OF THECITY ENGINEER.5.CURB & GUTTER TO BE PROTECTED IN PLACE, SIDEWALK TO BE REPLACED TO THESATISFACTION OF THE CITY ENGINEER.6.THE CONTRACTION SHALL RESTORE THE ROADWAY BACK TO ITS ORIGINAL CONDITIONSATISFACTORY 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 FOREXCAVATION AND TRAFFIC CONTROL.10.REPAIR OR REPLACE ANY DISTURBED OR DAMAGED LANDSCAPE IN PARKWAY AREASDUE 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 PROMPTACTION TO UNDERGROUND OUR EXISTING AERIAL CABLING AND RELOCATE ORREDESIGN EXISTING SMALL CELLS TO ALIGN WITH THE RULE 20 PLAN.1.GROUND CONSTRUCTION TO REMOVE/CLEAN ALL DEBRIS, NAILS, STAPLES, ORNON-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 THESUBDIVIDER AND SHOWN ON ANY PLANS SUBMITTED TO THE CITY OF CULVER DEPARTMENTOF ENGINEERING, FOR APPROVAL.2.CHANGES MAY BE PERMITTED BY THE CITY OF CULVER DEPARTMENT OF ENGINEERING, INCASES OF CONFLICTING FACILITIES.3.CONFLICTS BETWEEN UTILITY OF COMPANIES FACILITIES, EXISTING AND PROPOSED, MUSTBE MUTUALLY RESOLVED BY THE UTILITY COMPANIES.4.FOR COMMERCIAL SIDEWALKS, THE FIRE HYDRANT SHALL BE PLACED WITHIN THE SIDEWALK1'-6" BEHIND FACE OF CURB.5.MAXIMUM 2" DIAMETER GAS MAINS MAY BE PLACED IN JOINT UTILITIES TRENCH SUBJECT TOAPPROVAL OF CITY ENGINEER (IN TRACTS).
NORMAL LOCATION OF UNDERGROUND UTILITIES NOTES:
ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENTEDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING INTHESE 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 ANDTHE 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 ORDINANCESACCESSIBILITY REQUIREMENTS:FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS DONOT APPLY IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE.FCC NOTE:THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY INACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHERREQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES.
CALIFORNIA STATE CODE COMPLIANCE:
GENERAL NOTES1.ALL WORK SHALL CONFORM TO THE LATEST BOARD OF PUBLIC WORKS OF THE CITY OF CULVER ADOPTED EDITIONAND SUPPLEMENTS TO THE "GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ASMODIFIED BY THE CORRESPONDING ISSUE OF THE BROWN BOOK, THE LATEST EDITION OF THE BUREAU OF STREETLIGHTING "SPECIAL SPECIFICATIONS", AND THE SPECIAL PROVISIONS.2.CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING THE CONDITION OF ALL EXISTING EQUIPMENT TO BEREUSED, MODIFIED OR RETURNED TO THE BUREAU OF STREET LIGHTING YARD.1.WIRE CONNECTORS - WIRE CONNECTORS SHALL BEAR THE UNDERWRITERS LABORATORY SEAL OFAPPROVAL. THE INSTALLATION PROCEDURE, INCLUDING CONNECTOR SIZE AND CRIMPING TOOLS SHALL CONFORMTO THE MANUFACTURER'S RECOMMENDATIONS. GENERALLY, BULKY OR ODD SHAPE CONNECTORS, NARROWCONNECTORS WHICH MAY DAMAGE THE WIRE, OR TWIST-ON AND SPLIT-BOLT TYPE CONNECTORS WILL NOT BEALLOWED. THE MECHANICAL PERFORMANCE OF THE CONNECTOR SHALL BE SUCH THAT NO FREE PLAY CAN BEOBSERVED AFTER THE CONNECTOR IS SUBJECTED TO A COMBINATION OF HAND-APPLIED TWISTS AND PULLS. ASOLID CROSS SECTION WILL ALSO BE REQUIRED WHEN THE CONNECTOR IS SUBJECT TO SAW CUTTING. ALL WIRECONNECTORS SHALL HAVE A NOMINAL CROSS SECTION ARE EQUIVALENT TO THE AREA OF THE LARGESTCONDUCTOR CONNECTED
MULTIPLE CIRCUIT NOTES
STORM DRAIN INLET PROTECTIONEDGE OFPAVEMENTINLETFLOWSPILLWAY,1-BAGHIGHFLOWSANDBAG2-BAGS HIGH
FLOWINLETFLOWEDGE OFPAVEMENT
SPILLWAY,1-BAGHIGHSANDBAG2-BAGS HIGH
TYPICAL PROTECTION FOR INLET WITH SINGLE FLOW DIRECTION TYPICAL PROTECTION FOR INLET WITH OPPOSING FLOW DIRECTIONSNOTES: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.
SYMBOLDESCRIPTIONPROPOSED2' X 3' VAULTNEW STREET LIGHTNEW PEDESTALTRENCH AND FIBER CONDUIT (PVT)EXISTINGEXISTING STREET LIGHTEXISTING VAULT/HANDHOLEEXISTING PEDESTALEXISTING TRANSFORMERSTATION POINT (100' INCREMENTS)EXISTING CURB RAMPEXISTING CURB FACEEXISTING RIGHT OF WAYEXISTING CENTER LINEEXISTING PROPERTY LINEABBREVIATIONSA/CASPHALTB.O.C.BACK OF CURBB/EOPBACK OF EDGE OF PAVEMENTC&GCURB & GUTTERC/FCURB FACEC/L CENTER LINEEX.EXISTINGEOPEDGE OF PAVEMENTF.O.C.FACE OF CURBF/EOPFACE OF EDGE OF PAVEMENTPLPROPERTY LINER/WRIGHT OF WAYS/BSUBDIVISION BOUNDARY ℄R/WC/FPL
LEGEND
1.GENERAL CONTRACTOR RESPONSIBLE TO FOLLOW ALL FEDERAL & STATE STATUTES AND REGULATIONS; INDUSTRY BEST PRACTICES; BUILDING AND FIRE CODES; GENERAL CONTRACTORLICENSES; AND LOCAL LAWS, REGULATIONS & ORDINANCES. IN THE EVENT A CONFLICT EXISTS BETWEEN THESE REGULATIONS AND THIS DOCUMENT, THE REGULATIONS SHALL CONTROL THEGENERAL CONTRACTOR'S ACTIONS.2.$77+(0,1,080:+(1127,1&21)/,&7:,7+)('(5$/67$7($1'/2&$/67$787(67+(*(1(5$/&2175$&7256+$//)2//2:7+(³&20021*5281'$//,$1&( &*$
%(67PRACTICES 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 CONTACTINGDETAILS, 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 ONTHE 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 THEAUTHORIZATION 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 ANDREFRESH 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 THEAFFECTED 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 CONFLICTEXISTS. 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 ASPRIVATE INFRASTRUCTURE, THE GENERAL CONTRACTOR SHALL TAKE THE STEP OF SYSTEMATICALLY UTILIZING A GROUND PENETRATING RADAR (GPR) SYSTEM OR SIMILAR ADVANCEDLOCATING TECHNOLOGY WITHIN THE TOLERANCE ZONE TO IDENTIFY AND DOCUMENT ANY UTILITIES WITHIN THE CONSTRUCTION ZONE. ANY UTILITY LOCATED USING GPR SHALL BEPROPERLY 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 THECONSTRUCTION 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 OFEXISTING 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 ARECOMPLETE 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 USINGAPPROPRIATE 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 THETOLERANCE ZONE AND APPROPRIATE BUFFER ZONE. UNLESS MORE STRINGENT REGULATIONS EXIST, THE GENERAL CONTRACTOR SHALL EXPOSE (POT-HOLE) AT MINIMUM ANY PARALLELUTILITY 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 BECREATED 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
SITE PLAN11"x17" SCALE: 1" = 110'-0"24"x36" SCALE: 1" = 50'-0"110'0'55'1NWSE SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
A-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
SITE PLAN
SITE PLAN
AS SHOWN
NOTES:1.THIS SITE PLAN WAS GENERATED WITHOUTTHE USE OF A SURVEY. PROPERTY LINES,RIGHT-OF-WAYS AND EASEMENTS SHOWNON THESE PLANS ARE ESTIMATED. ALLITEMS AND DIMENSIONS SHOULD BEVERIFIED 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.3RISER DIAGRAM (NODE POLE) 2ENLARGED SITEPLAN (NODE POLE)
RISER DIAGRAM (POWER SOURCE)
NOTES:1.THIS SITE PLAN WAS GENERATED WITHOUTTHE USE OF A SURVEY. PROPERTY LINES,RIGHT-OF-WAYS AND EASEMENTS SHOWNON THESE PLANS ARE ESTIMATED. ALLITEMS AND DIMENSIONS SHOULD BEVERIFIED IN THE FIELD. 3'11"x17" SCALE: 1/8" = 1'-0"24"x36" SCALE: 1/4" = 1'-0"2'0'4'1'4'
SEPULVEDA BLVD
A-21, 2
TO C/L OF GREENLAWN AVE
SIDEWALKC/LC/F
SEPULVEDABLVDSIDEWALK
R/WPROPOSED OVERHEAD LOWVOLTAGE CONDUCTORTO BE OVERLASHED ONTOPROPOSED CROWN CASTLESTRAND ATTACHMENT(±1,016'-0" L.F.)PROPOSED RISERSTAND-OFF BRACKETPROPOSED B-LINEBOX WITH SPI,DONGAN BUCK ANDBOOST AND LOADCENTERNWSEC/FGUTTER
TO C/L OFFRANKLIN AVE
(NODE POLE)UTILITY POLE ID#: 29995Y
PROPOSED RF SIGNBELOW ANTENNA(12:00)
6:00781112:00123:0045 9:0010RPROPOSEDCLIMBING SPACE(3:00 & 6:00)PROPOSEDCLIMBING STEPS(3:00 & 6:00)PROPOSED ANTENNA ARM(9:00)NOTE: POLE(S) WILL BE STEPPED IN ACCORDANCETO GO95 STANDARDS IN RESPECT TO CLIMBINGSPACENOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLE(POWER SOURCE POLE)UTILITY POLE ID#: 929629E NOTE: POLE(S) WILL BE STEPPED IN ACCORDANCETO GO95 STANDARDS IN RESPECT TO CLIMBINGSPACENOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLE2'-7"R6:00781112:00123:0045 9:0010PROPOSED DWP 1" POWERPVC RISER(6:00)6:00781112:00123:0045 9:0010R
SEPULVEDA BLVD
HUNTLEY AVE
AZIMUTH: AZIMUTH:
TO C/L OFGREENLAWN AVER/W
C/FGUTTERDWYPROPOSED 40' CLASS 3 WOODUTILITY POLE WITH PROPOSEDAMPHENOL ANTENNAS ANDPROPOSED ANTENNA ARM(POLE ID#: 29995Y)PROPOSED AMPHENOL ANTENNA PROPOSED RADIOSHROUD WITH(1) 8843, (1) 8863RADIOS AND (3) PSUPROPOSED ANTENNA ARM 1'-7"
(2) PROPOSED B-LINE BOX WITHSPI, (2) DONGAN BUCK ANDBOOST AND WTR BOX(6:00)PROPOSED CROWN CASTLE 6"STANDOFF BRACKET(6:00)PROPOSED (2) 5/8" GROUNDROD RISER(5:30 & 7:30)PROPOSED CLIMBING STEPS(3:00)EXISTING 2" RISER(2:30)PROPOSED CLIMBING SPACE(12:00 - 3:00)PROPOSED CLIMBING STEPS(12:00) PROPOSED CROWN CASTLE2" POWER PVC RISER(6:00)
EXISTING 3" RISER(5:30)
PROPOSED AMPHENOL ANTENNA(9:00)
PROPOSED CROWN CASTLERADIO SHROUD WITH (1) 8843,(1) 8863 RADIOS, (3) PSU ANDFRONTHAUL (FUTURE)(9:00)(2) PROPOSED B-LINE BOX WITH SPI,(2) DONGAN BUCK AND BOOST, AND(1) LOAD CENTER(9:00) PROPOSED CROWN CASTLE6" STANDOFF BRACKET(9:00)
PROPOSED 5/8" GROUNDROD RISER(8:30 & 9:30)PROPOSED CROWN CASTLE(2) 2" POWER PVC RISER(9:00)(1) PROPOSED CROWN CASTLE2" COMM. PVC RISER(6:00) EXISTING 6"RISER(6:30)
HUNTLEY AVE
PROPOSED OVERHEAD LOW VOLTAGECONDUCTOR TO BE OVERLASHED ONTOPROPOSED CROWN CASTLE STRANDATTACHMENT (±1,016'-0" L.F.)FRANKLIN AVE PROPOSED 40' CLASS 3 WOOD UTILITYPOLE WITH PROPOSED AMPHENOLANTENNA, PROPOSED ANTENNA ARM ANDPROPOSED B-LINE BOX WITH SPI, DONGANBUCK AND BOOST, LOAD CENTER ANDRADIO SHROUD WITH (1) 8843, (1) 8863RADIOS AND (3) PSU(POLE ID#: 29995Y)(34.001845°, -118.404724°)ENLARGED SITE PLANA-12
HUNTLEY PL
R/WC/FC/L
R/W
R/WC/LC/FC/FR/W
R/W(E) BUILDING
R/WC/F
R/WC/FR/WC/FC/L
C/L OF POLE TO C/L OF FRANKLIN AVE
SIDEWALK
EXISTING SCE DIST. POLE(POLE ID#: 1017705E)EXISTING OH CONDUCTOR0 - 750 VEXISTING OH CONDUCTOR751 VOLTS - 22.5 kV EXISTING OH CONDUCTOR0 - 750 VEXISTING OH CONDUCTOR751 VOLTS - 22.5 kVEXISTING OH CONDUCTOR751 VOLTS - 22.5 kVEXISTING SCE DIST. POLE(POLE ID#: 929633E)EXISTING SCE DIST. POLE(POLE ID#: 4390119E)A-31, 2 EXISTING SCE DIST. POLE(POLE ID#: 929632E)EXISTING SCE DIST. POLE(POLE ID#: 1059951E)EXISTING SCE DIST. POLE(POLE ID#: 1059952E)EXISTING SCE DIST. POLE(POLE ID#: 1059951E)EXISTING SCE DIST. POLE(POLE ID#: 1059951E)EXISTING WOOD UTILITY POLE WITH(2) PROPOSED B-LINE BOX WITH SPIAND WTR BOX(POLE ID#: 929629E)(34.000172° , -118.406585°)
SIDEWALKSIDEWALK
EXISTING SCE DIST. POLE(POLE ID#: 929641E)
20'-9"
TO C/L OF FRANKLIN AVE
TO C/L OF HUNTLEY PL
C/FC/FC/LC/F
(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(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 EXISTING SCE DIST. POLE(POLE ID#: 929640E)EXISTING SCE DIST. POLE(POLE ID#: 929634E) R/WR/W
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
A-2
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
ELEVATIONS
ELEVATIONS
AS SHOWN2'11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1'-0"1'0'2'EXISTING SOUTHEAST ELEVATION2'11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1'-0"1'0'2'21 NOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLENOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLE PROPOSED SOUTHEAST ELEVATIONNOTE: "CROWN CASTLE CLASS C CIRCUIT COMPLIESWITH NEC ARTICLE 830, SECTION 830.15 (2), G.O. 95SECTION 20.6 A (1) AND G.O. 128 SECTION 20.4".2'-0"PROPOSED CROWN CASTLE (2) 5/8"ØX 8' GROUND ROD (BEHIND POLE)AGL 0'-0" - FINISHED GRADEPOLE ID#: 29995Y $*/
TOP OF EXISTING POLE
$*/
BOTTOM OF EXISTING EQUIPMENT$*/
TOP OF EXISTING 6" RISER
$*/
7232)(;,67,1*5,6(5
$*/
723 OF EXISTING EQUIPMENT$*/
EXISTING DOWN GUY$*/
EXISTING COMM LINE 1$*/
EXISTING POLE TO POLE GUY
AGL 0'-0" - FINISHED GRADEPOLE ID#: 29995Y
AGL ±33'-0" - TOP OF PROPOSED ANTENNAAGL ±32'-0" - RAD CENTER OF PROPOSED ANTENNAAGL ±31'-0" - BOTTOM OF PROPOSED ANTENNA AGL ±25'-10" - PROPOSED CCI FIBER AGL ±30'-0" - BOTTOM OF PROPOSED ANTENNA ARM ATTACHMENT $*/
TOP OF EXISTING 6" RISER$*/
BOTTOM OF EXISTING EQUIPMENT$*/
723 OF EXISTING EQUIPMENT$*/
EXISTING DOWN GUY$*/
EXISTING COMM LINE 1$*/
EXISTING POLE TO POLE GUY
AGL ±34'-0" - TOP OF PROPOSED POLE
AGL ±25'-9" - PROPOSED DOWN GUY AGL ±29'-0" - TOP OF PROPOSED RF CAUTION SIGNAGE
PROPOSED AMPHENOLANTENNA
PROPOSED CROWN CASTLEFIBER ATTACHMENT
PROPOSED ANTENNAARM ATTACHMENTPROPOSED RF CAUTION SIGNAGE
PROPOSED FIBER TAP DROP
PROPOSED CROWN CASTLE2" POWER PVC RISER ONSTAND-OFF BRACKETPROPOSED OVERHEAD LOWVOLTAGE CONDUCTOR TO BEOVERLASHED ONTO PROPOSEDCROWN CASTLE STRANDATTACHMENT (±1,016'-0" L.F.)PROPOSED CROWN CASTLE2" COMM PVC RISER PROPOSED (2) DONGANBUCK AND BOOSTPROPOSED LOAD CENTERPROPOSED (2) B-LINE BOX WITH SPID-17PROPOSED CROWNCASTLE RADIO SHROUDWITH (1) 8843, (1) 8863RADIOS, (3) PSU AND (1)FUTURE FRONTHAULD-36D-34 D-25D-11D-21,2,4
D-14
3'-0"
AGL ±11'-6" - BOTTOM OF PROPOSED AGL ±10'-5" - BOTTOM OF PROPOSED B-LINE BOX WITH SPILOAD CENTER AGL ±16'-10" - TOP OF PROPOSED RADIO SHROUD AGL ±12'-8" - BOTTOM OF PROPOSED RADIO SHROUD 1'-0"
D-12,5D-23,7,8EXISTING WOOD UTILITY POLETO BE REMOVED AND REPLACED(ID#: 29995Y) PROPOSED RF NOTICE SIGNAGED-26$*/
7232)(;,67,1*5,6(5 AGL ±9'-0" - BOTTOM OF PROPOSED DONGAN BUCK AND BOOST AGL ±9'-0" - BOTTOM OF PROPOSED RF NOTICE SIGNAGEPROPOSED 40' CLASS 3WOOD UTILITY POLE(ID#: 29995Y) NOTICEThere is an antenna operationhigh on this pole. Please followguidance on signs near the antenna orcall the number below.POLE WORKERSSite ID ##########888-632-0931 Rev. A
#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 #Rev. A
CAUTION
SCL CULVER 13
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
A-3
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
ELEVATIONS
ELEVATIONS
AS SHOWN2'11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1'-0"1'0'2'EXISTING NORTHEAST ELEVATION2'11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1'-0"1'0'2'21 NOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLENOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLE PROPOSED NORTHEAST ELEVATIONNOTE: "CROWN CASTLE CLASS C CIRCUIT COMPLIESWITH NEC ARTICLE 830, SECTION 830.15 (2), G.O. 95SECTION 20.6 A (1) AND G.O. 128 SECTION 20.4".2'-0"PROPOSED CROWN CASTLE (2) 5/8"ØX 8' GROUND ROD (BEHIND POLE)AGL 0'-0" - FINISHED GRADEPOLE ID#: 29995Y AGL 0'-0" - FINISHED GRADEPOLE ID#: 29995Y
PROPOSED AMPHENOLANTENNA
PROPOSED CROWN CASTLEFIBER ATTACHMENTPROPOSED ANTENNAARM ATTACHMENTPROPOSED RF CAUTION SIGNAGE
PROPOSED FIBER TAP DROP
PROPOSED CROWN CASTLE2" POWER PVC RISER ONSTAND-OFF BRACKETPROPOSED OVERHEAD LOWVOLTAGE CONDUCTOR TO BEOVERLASHED ONTO PROPOSEDCROWN CASTLE STRANDATTACHMENT (±1,016'-0" L.F.)PROPOSED CROWN CASTLE2" COMM PVC RISER PROPOSED RF NOTICE SIGNAGEPROPOSED (2) DONGANBUCK AND BOOSTPROPOSED LOAD CENTERPROPOSED (2) B-LINE BOX WITH SPID-26 D-17PROPOSED CROWNCASTLE RADIO SHROUDWITH (1) 8843, (1) 8863RADIOS, (3) PSU AND (1)FUTURE FRONTHAULD-36D-34 D-25D-11D-21,2,4
D-14EXISTING WOOD UTILITY POLETO BE REMOVED AND REPLACED(ID#: 29995Y)$*/
7232)(;,67,1*5,6(5
AGL ±33'-0" - TOP OF PROPOSED ANTENNAAGL ±32'-0" - RAD CENTER OF PROPOSED ANTENNAAGL ±31'-0" - BOTTOM OF PROPOSED ANTENNA AGL ±25'-10" - PROPOSED CCI FIBER AGL ±30'-0" - BOTTOM OF PROPOSED ANTENNA ARM ATTACHMENT $*/
7232)(;,67,1*5,6(5
$*/
TOP OF EXISTING 6" RISER$*/
BOTTOM OF EXISTING EQUIPMENT$*/
723 OF EXISTING EQUIPMENT$*/
EXISTING DOWN GUY$*/
EXISTING COMM LINE 1
AGL ±34'-0" - TOP OF PROPOSED POLE
AGL ±11'-6" - BOTTOM OF PROPOSED AGL ±10'-5" - BOTTOM OF PROPOSED B-LINE BOX WITH SPILOAD CENTER AGL ±16'-10" - TOP OF PROPOSED RADIO SHROUD AGL ±12'-8" - BOTTOM OF PROPOSED RADIO SHROUD AGL ±9'-0" - BOTTOM OF PROPOSED DONGAN BUCK AND BOOST AGL ±25'-9" - PROPOSED DOWN GUY AGL ±29'-0" - TOP OF PROPOSED RF CAUTION SIGNAGE PROPOSED CLIMBING STEPS(3:00 & 6:00)
1'-0"
D-12,5D-23,7,8
$*/
EXISTING POLE TO POLE GUY$*/
TOP OF EXISTING POLE
$*/
BOTTOM OF EXISTING EQUIPMENT$*/
TOP OF EXISTING 6" RISER$*/
723 OF EXISTING EQUIPMENT$*/
EXISTING DOWN GUY$*/
EXISTING COMM LINE 1$*/
EXISTING POLE TO POLE GUY
AGL ±9'-0" - BOTTOM OF PROPOSED RF NOTICE SIGNAGEPROPOSED 40' CLASS 3WOOD UTILITY POLE(ID#: 29995Y) 2'11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1'-0"1'0'2'EXISTING NORTHEAST ELEVATION2'11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1'-0"1'0'2'21 SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
A-4
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
ELEVATIONS
ELEVATIONS (POWER POLE)
AS SHOWNPROPOSED NORTHEAST ELEVATION
PROPOSED CLIMBING STEPS(9:00 & 12:00)
3'-0"1'-6"PROPOSED CROWN CASTLE (2) 5/8"ØX 8' GROUND ROD (BEHIND POLE)NOTE: "CROWN CASTLE CLASS C CIRCUIT COMPLIESWITH NEC ARTICLE 830, SECTION 830.15 (2), G.O. 95SECTION 20.6 A (1) AND G.O. 128 SECTION 20.4".
NOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLENOTES:·4" MIN. CLEARANCE FROM POLE FACE /RISER TO EQUIPMENT SHROUD·NEW CONDUITS TO MATCH EXISTING PAINT·RISER INSTALLATION NOT TO EXTENDBEYOND 12 O'CLOCK CURB FACE OF POLE $*/
EXISTING PRIMARY POWER CROSS ARM$*/
EXISTING SECONDARY POWER$*/
EXISTING COMM LINE 1$*/
EXISTING COMM LINE 2
AGL 0'-0" - FINISHED GRADEPOLE ID#: 929629E
PROPOSED CROWN CASTLEFIBER ATTACHMENTPROPOSED OVERHEAD LOW VOLTAGECONDUCTOR TO BE OVERLASHED ONTOPROPOSED CROWN CASTLE STRANDATTACHMENT (±1,016'-0" L.F.)EXISTING WOOD UTILITY POLE(ID#: 929629E) PROPOSED (2) B-LINE BOX WITH SPI(BEHIND POLE)PROPOSED WTR BOX(BEHIND POLE) AGL ±11'-9" - BOTTOM OF PROPOSED B-LINE BOX WITH SPI AGL ±10'-5" - BOTTOM OF PROPOSED DONGAN BUCK AND BOOST AGL ±10'-3" - TOP OF PROPOSED WTR BOX PROPOSED DWP 1"POWER PVC RISERPROPOSED CROWN CASTLE2" POWER PVC RISER $*/
7232)EXISTING RISER$*/
%277202)(;,67,1* TRANSFORMER$*/ 7232)(;,67,1* TRANSFORMER$*/ TOP OF EXISTING POLEEXISTING WOOD UTILITY POLE(ID#: 929629E) AGL ±9'-0" - BOTTOM OF PROPOSED WTR BOX
$*/
EXISTING PRIMARY POWER CROSS ARM$*/
EXISTING SECONDARY POWER$*/
EXISTING COMM LINE 1$*/
EXISTING COMM LINE 2
$*/
7232)EXISTING RISER$*/
%277202)(;,67,1* TRANSFORMER$*/ 7232)(;,67,1* TRANSFORMER$*/ TOP OF EXISTING POLE
AGL ±11'-2" - PROPOSED CCI FIBER
PROPOSED (2) DONGANBUCK AND BOOST(BEHIND POLE)D-34D-36D-16 SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
D-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & 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.411"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.3 11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.LOAD CENTER
SPECIFICATIONS
9"
12.75"4.25"PLAN
FRONTSIDE
SQUARE DQO612L100RB(OR APPROVED EQUAL)5.5 LBS(12.75" x 9" x 4.25")DIMENSIONS (HXWXD)WEIGHTMANUFACTURERMODEL
4.25"
9"
12.75"
PLAN
FRONTSIDE
9.05"7.87"4.72"
SPECIFICATIONSWEIGHT7.7 LBSMANUFACTURERERICSSONDIMENSIONS (HXWXD)(9.05" x 7.87" x 4.72")MODELFRONTHAUL 6387
FRONTHAUL (FUTURE)
PSU AC 08 (100 - 250 V AC)FRONTSIDE
PLAN
SPECIFICATIONSWEIGHT11.464 LBSMANUFACTURERERICSSONDIMENSIONS (HXWXD)(2.72" x 7.08" x 10.79")MODELPSU AC 08 (100-250 V AC)10.79"7.08"2.72"
2.72"10.79"
WTR BOX
SPECIFICATIONSWEIGHT10 LBSMANUFACTURERSTAHLINDIMENSIONS (HXWXD)(15.49" x 13.48" x 6.20")MODELWTR BOX
FRONTSIDE
PLAN13.48"6.20"15.4915.49
ANTENNA MODEL
SPECIFICATIONSWEIGHT29 LBSMANUFACTURERAMPHENOLDIMENSIONS (HXWXD) [
MODEL2C4U6VT360X06FWXYS5
PLANFRONT
14.6"
24"
FIBER TAP DROP
SPECIFICATIONSWEIGHTMANUFACTURER(5" x 15" x 4.63")N/AR&M USA INC.MODEL15"DIMENSIONS (HXWXD)FTH-LCU-PGT-F12-1524 ORFTH-LCU-PGT-F12-3048(OR APPROVED EQUAL)
FRONTSIDE
PLAN4.63"5"15"4.63"5"TYPICAL EQUIPMENT DETAIL
NOT USED
PROPOSED (2) DONGANBUCK AND BOOST
PROPOSED CROWN CASTLEMOUNTING BRACKET
PROPOSED WTR BOX6D-3
3D-3
6-5D-3PROPOSED (2) B-LINEWITH SPI
PROPOSED LOAD CENTER7-
NODE POLEPOWER POLE
5D-3PROPOSED (2) B-LINEWITH SPI
1 2 411"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
D-2
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
EQUIPMENT DETAILS
AS SHOWN11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.811"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.7
BRACELESS CROSSARM GAINS
SPECIFICATIONSDIMENSIONS (HXWXD)WEIGHTMANUFACTURER11" x 12" x 4 1/8")GAINSMODELPX1717.17 LBS
SIDEFRONT
PLAN12"4 1/8"12"11"4 1/8"11"CONCEALMENT SHROUDSFRONTSIDE PLAN
SPECIFICATIONSWEIGHT92 LBSMANUFACTURERCHARLESDIMENSIONS (HXWXD)(50.1" x 29.7" x 27.2")29.7"27.2"MODELSH60-50302750.1"
50.1"29.7"27.2"
SPECIFICATIONSWEIGHT72 LBSMANUFACTURERERICSSONDIMENSIONS (HXWXD)(17.9" x 13.2" x 11.1")MODEL8843
FRONTSIDE
PLAN
17.9"
17.9"11.1"13.2"
8843 RADIO DETAILS8863 RADIO DETAILS
SPECIFICATIONSWEIGHT50.71 LBSMANUFACTURERERICSSONDIMENSIONS (HXWXD)(18.81" x 14.76" x 5.71")MODEL8863
FRONTSIDE
PLAN18.81"5.71"14.76"
18.81"
SPECIFICATIONS-MODELANTENNA KIT 005I-SSDIMENSIONS (HXWXD)WEIGHTMANUFACTURERN/T25[ $17(11$02817
FRONTLEFT SIDE
FRONTPLANBOTTOMANTENNA KIT 005I-SS
14.25"
6"5"
4"1.25"14.25"7.25"
6"5"
10" OR 12"
5/16" GTAW WELDW/ R5356 WIRE
7.25" x 21.35" x 5" (STAND-OFF)
21.35"
TYPICAL ANTENNA ASSEMBLYPROPOSED RF CAUTION SIGNPROPOSED OR EXISTINGUTILITY POLE
CAUTION
Rev. ARev. A
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 # SCL CULVER 1318 36"
12"MINPROPOSED BRACELESSANTENNA BRACKET
PROPOSEDAMPHENOL ANTENNAPROPOSED ANTENNABRACKETD-21
SCL CULVER 13
RF NOTICE SIGN
NOTICEThere is an antenna operationhigh on this pole. Please followguidance on signs near the antenna orcall the number below.POLE WORKERSSite ID #888-632-0931 Rev. A
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 # SCL CULVER 13Rev. A CAUTION18
RF CAUTION SIGN
3 SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
D-3
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
EQUIPMENT DETAILS
AS SHOWN
411"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.211"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.311"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S. 611"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.711"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.811"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S. 6" STAND OFF SPECS.
SPECIFICATIONSDIMENSIONS (HXWXD)WEIGHTMANUFACTURER(5" x 3.5" x 7.5")HP COMMUNICATIONS INC.MODEL#23-S06(OR APPROVED EQUAL)TBD3.25"7.5"
3.5"5"PLAN
SIDEFRONT
7.5"3.5"
RISER STAND-OFF BRACKET
PROPOSED 1.65 UNISTRUTPROPOSED 1/2" SPRING NUT WITHSTUD (UNISTRUT APPLICATION)PROPOSED STAND-OFFBRACKETS (QTY. OF 2 PER KIT)PROPOSED 5/8" X POLEDIA.GALVANIZED LINEHARDWARE BOLTWASHER AND FASTENERPROPOSEDUNISTRUTPROPOSEDSTAND-OFFBRACKETPROPOSED STAND-OFF BRACKETS,2 PER KIT (SHROUD APPLICATION)NEW STAND-OFFBRACKETS (QTY.OF 2 PER KIT)PROPOSED 5/8" X POLEDIA.GALVANIZED LINEHARDWARE BOLTWASHER AND FASTENER3.5"5"1.75"0.50"1.75"R0.24"7.5"1.75"1"1.5"3.25"EQUIPMENT BRACKET SPECS.FRONTSIDEPLAN
5.616.0016.59
80.5034.2712.527.00
2.0080.5033.276.00
6" STAND OFFBRACKET1-
SPECIFICATIONSDIMENSIONS (HXWXD)WEIGHTMANUFACTURER(80.50" x 6" x 2")HP COMMUNICATIONS INC.MODEL#23-CH81(OR APPROVED EQUAL)95 LBS 511"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.NOT USEDNOT USED 1 B-LINE BOX ENCLOSURE
SPECIFICATIONSMANUFACTURERDIMENSIONS (HXWXD)WEIGHTMODEL(12.0" x 12.0" x 6.0")5 LBSJ12126 RHC(OR APPROVED EQUAL)COOPER B-LINE 12"
12"6"PLAN
FRONTSIDE
12"
6"
12"
DONGAN BUCK/BOOST XFMR
SPECIFICATIONSDIMENSIONS (HXWXD)WEIGHTMANUFACTURERMODEL(15.25" x 5.75" x 5.87")28 LBSDONGAN85-Y036(OR APPROVED EQUAL)
15.25"
5.75"5.87"
FRONTSIDE15.25"
SPI BOX
MANUFACTURERMODELSPECIFICATIONSDIMENSIONS (HXWXD)WEIGHT(12" x 12" x 6")B-LINE#12126RHC(OR APPROVED EQUAL)25 LBS 12"12"6"PLAN
FRONTSIDE
12"6"12"
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
E-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
EQUIPMENT DETAILS
EQUIPMENT DETAILS
AS SHOWN11"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.2GROUNDING SCHEMATIC PROPOSED #8 AWG GREENSTRANDED GROUND FROMEQUIPMENT TO GROUND BUSLOAD CENTER
EXOTHERMIC WELD CONNECTIONSMECHANICAL TYPE CONNECTIONSGROUNDING BARPROPOSED AMPHENOL ANTENNA 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 ARESISTANCE TO GROUND OF 25 OHMS OR LESS, IT SHALL BESUPPLEMENTED BY AND ADDITIONAL ROD. SEPARATIONBETWEEN GROUND RODS SHOULD BE AT A MIN. DISTANCE OF 6'. 88438863
PROPOSED #8 CU SOLID BLACKCOATED TO GROUND RODPROPOSED #8 AWG GREENSTRANDED GROUND FROMEQUIPMENT TO GROUND BUS 11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.1
LOAD SCHEDULE
PANEL CIRCUIT AND LOAD SCHEDULELOADDESCRIPTION123456789101112TOTAL NON-CONTINUOUSTOTAL VATOTAL AMPS PSU 1 - PSU AC 08 (8843)QTY1UNITV.A.658TRIP10A1
2,22218.52
WIRESIZE8K.A.I.CWIRETYPE10A10A
TORADIOS
VOLTAGE: 120/240 VMAIN LUG:PHASE: 1WIRES: 3
10CuPOLES10APSU 3 - PSU AC 08 (8863)194210A1810CuPSU 2 - PSU AC 08 (8843)162210A1810Cu
ONE-LINE DIAGRAMONE-LINE DIAGRAM
NOTE:UTILITY DESIGN AND RUNS AREPRELIMINARY. PENDING FINALDESIGN FROM UTILITY PROVIDERS.PROPOSED 8863 RADIO(3) 14 AWG - 3 CONDUCTOR- 300V - STRANDEDCONDUCTOR - SJOOW -PORTABLE CORD -(3) 14 AWG - 3 CONDUCTOR- 300V - STRANDEDCONDUCTOR - SJOOW -PORTABLE CORD -(3) 14 AWG - 3 CONDUCTOR- 300V - STRANDEDCONDUCTOR - SJOOW -PORTABLE CORD -LOAD CENTER #6 WIRE AWG TOGROUND RODNODE POLEPOWER POLEEXISTING POWER SOURCE(3) #8 AWG WIRES FOR LADWPPOWER INTO METER; (1) WHITE(NEUTRAL), (2) BLACK (120VAC/HOT)EARTH GROUND#6 WIRE AWG TOGROUND RODWTR BOX (4) #8 AWG WIRES FOR POWERTO 20 AMP FUSED SERVICEDISCONNECT1 - BLACK1 - RED1 - WHITE1 - GREEN (2) B-LINE BOX WITH SPI INSIDE
AC POWERDC POWERFIBERPROPOSED 8843 RADIOPROPOSED (3) PSU (2) DONGAN TRANSFORMER
(2) B-LINE BOX WITH SPI INSIDE
(2) DONGANTRANSFORMER
NOT USED
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
RF-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
RF PLUMBING DIAGRAM
EQUIPMENT DETAILS
AS SHOWN11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.1RF PLUMBING DIAGRAM
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
G-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
GROUNDING DETAILS
GROUNDING DETAILS
AS SHOWN
T&B CO. "C-TAP", CAT.#54730, CRIMP TYPEPARALLELED TAP OREQUIVALENT#2 AWG GREENINSULATED STRANDEDCOPPER WIRE #6 AWG GREENINSULATED STRANDEDCOPPER WIRE (UNITBOND)DIRECTION OF BONDTO TURN TOSHORTEST DISTANCETO MGB RX1/RX2
GROUNDING BAR,ANDREW PART #UGBKIT-0424-T (TINNED). ALOCKBOX IS REQUIRED ATGRADE TASSCO PART #351546. ANTENNA HEIGHTWILL DETERMINE NUMBEROF GROUNDING BARS ANDTHEIR LOCATION COAX JUMPERREQUIRED PERMANUFACTURER'SRECOMMENDATIONOR FOR EASE OFCONNECTION (TYP)CONNECTORWEATHERPROOFINGKIT (TYP)STANDARDGROUNDING KIT (TYP)ANTENNA CABLE TOBTS (TYP)RX1/RX2
FROM LNA (WHENREQUIRED)
TO LOW NOISE AMPLIFIERUNITS (LNA) (WHEN REQUIRED)AND RECEIVE ANTENNATO TRANSMITANTENNA 2 AWG TINNED, SOLIDCOPPER CONDUCTOREXOTHERMIC WELDTO GROUNDING BUS6 AWG STRANDED COPPERCONDUCTOR WITH GREEN,600V, THWN-2 INSULATION
TYPE PHTYPE TATYPE VBTYPE NCTYPE GTTYPE GL LUGTYPE HATYPE VSTYPE RR TYPE GRTYPE PCTYPE NX1
TYPE SSTYPE XATYPE LJTYPE PG
WEATHERPROOFING KITCABLE GROUNDING KIT6 AWG STRANDED COPPERCONDUCTOR WITH GREEN, 600V,THWN-2 INSULATION GROUNDEDTO GROUNDING BAR #4 OR #6 AWG STRANDED CU CONDUCTORWITH GREEN, 600V, THWN-2 INSULATIONGROUNDING BAR ONWALL, FLOOR, OR ONANTENNA TOWER(2) TWO EXOTHERMIC TO BEUSED WITH 2 AWG SOLID BARETINNED COPPER GROUNDINGCONDUCTOR, EXOTHERMICWELD TO BURIED GROUNDINGRING AND GROUNDING BAR SEE NOTE5 ONSHEET G-21/16"(TYP)PVC NONMETALLIC CONDUITSCH 40 TYPE (NMC) CONDUITWITH STRAP WITHIN TWOINCHES OF CONDUIT END 342"1"17/16"52
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. 3061-43- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-84- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-60565- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 3/4"COAX GROUNDINGCONNECTOR
PVC RISERFLEX CONDUITTWO-HOLE LUGS
(E) GRADE
EXOTHERMIC52';
COPPER CLAD GROUNDELECTRODE
(E) UTILITY POLE
Cu CLAMP FCI No.CBL3-TB TYCO No.83749-1 OR EQUALBLACK JACKETSOLID COPPERCONDUCTOR WOOD MOLDINGPER GOE95 PLACE 8' 58"GROUND ROD AMINIMUM 12" BELOWGRADE AND AMINIMUM 24" FROMPOLENOTE:UTILITY POLE GROUNDSHALL COMPLY WITHPUBLIC UTILITIESCOMMISSION OF THESTATE OF CALIFORNIAGENERAL ORDER NO95 (SECTION 54.9, 92.4) LEGEND
12".2273" DIA MAX
1"
1"
12" MIN.24"MIN.
ANTENNA CABLE
311"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.
611"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.
911"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.
211"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.111"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S. 411"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.511"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S. 711"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.811"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.NOT USED
TYPICAL CADWELD TYPES
COAX GROUND KITGROUNDING BAR CONNECTIONGROUND BAR DETAIL
GROUND ROD
WIRE TO GROUND BAR CONNECTIONCABLE GROUND KIT DETAIL
GROUNDING WIRE CONNECTION
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
P-1
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
PHOTOSIMS
PHOTOSIMS
AS SHOWN11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.1211"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.PROPOSED LOOKING NORTHEASTEXISTING LOOKING NORTHEAST PROPOSED (3) INTEGRATED5G ANTENNASPROPOSED CROWN CASTLEFIBER ATTACHMENTPROPOSED ANTENNAARM ATTACHMENTPROPOSED RF CAUTION SIGNAGEPROPOSED FIBER TAP DROP PROPOSED OVERHEAD LOWVOLTAGE CONDUCTOR TO BEOVERLASHED ONTO PROPOSEDCROWN CASTLE STRANDATTACHMENT (±1,016'-0" L.F.) PROPOSED RF NOTICE SIGNAGEPROPOSED (2) DONGANBUCK AND BOOSTPROPOSED LOAD CENTERPROPOSED (2) B-LINE BOX WITH SPIPROPOSED CROWN CASTLE RADIOSHROUD WITH (1) 8843, (1) 8863 RADIOS,(3) PSU AND (1) FUTURE FRONTHAUL PROPOSED WOOD UTILITY POLE(ID#: 29995Y)
EXISTING WOOD UTILITY POLETO BE REMOVED AND REPLACED(ID#: 29995Y) SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
P-2
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
PHOTOSIMS
PHOTOSIMS
AS SHOWN11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.1211"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.PROPOSED LOOKING NORTHWESTEXISTING LOOKING NORTHWEST PROPOSED CROWNCASTLE RADIO SHROUDWITH (1) 8843, (1) 8863RADIOS, (3) PSU AND (1)FUTURE FRONTHAUL PROPOSED (3) INTEGRATED5G ANTENNASPROPOSED ANTENNAARM ATTACHMENTPROPOSED FIBER TAP DROP EXISTING WOOD UTILITY POLETO BE REMOVED AND REPLACED(ID#: 29995Y) PROPOSED OVERHEAD LOWVOLTAGE CONDUCTOR TO BEOVERLASHED ONTO PROPOSEDCROWN CASTLE STRANDATTACHMENT (±1,016'-0" L.F.)PROPOSED CROWN CASTLEFIBER ATTACHMENT PROPOSED WOOD UTILITY POLE(ID#: 29995Y)
SEPULVEDA BLVD
SCENODE INFORMATIONCROWN NODE IDPOLE IDSCL CULVER 1329995YLATITUDE:34.001845°LONGITUDE:-118.404724°NEAREST ADDRESS:4604 SEPULVEDA BLVDPOLE OWNERVERIZONHUB ID:124434 (WASHINGTON)CLUSTER/AREA:PRP_VZW_VCA2_WASHINGTON 2_26 NODESPOWER PROVIDER:POWER SOURCE POLE INFORMATIONPOWER POLE ID:929629ESCELATITUDE:LONGITUDE:NEAREST ADDRESS:11265 HUNTLEY AVEPOLE OWNER:34.000172°-118.406585°AZIMUTH:360°
REVDATEDESCRIPTIONBY
OWNER/DEVELOPER:
TITLE:
DRAWN BY:CHECKED BY:APPROVED BY:
CROWN CASTLEPOLE #: 29995YREVISIONS200 SPECTRUM CENTER DRIVE, 19TH FLOORIRVINE, CA 92618 CROWN CASTLESCL CULVER 13
JDPROJECT NUMBER:SHEET NAME:DATE DRAWN:SCALE:
NODE ID:
A08/07/202390% CONSTRUCTION DRAWINGSJD
TCP PLAN
G.A.G.A.08/07/2023
B09/28/202395% CONSTRUCTION DRAWINGS JR
SCL CULVER 13
ENGINEER:ramiraPARCHITECTURAL & ENGINEERING SERVICES
ELEVATIONS
TCP ( PLAN ONLY)
AS SHOWN
GREENLAWN AVE
LANECLOSEDC30 (CA)
ROADWORKAHEADW20-1TEMP. NO PARKING SIGNSFAB
NWSE
30'WORKAREA305'BUFFER SPACE250'250'320'MERGING TAPER250'250' ROADWORKAHEADC20(RT)W4-2 (RT)
250'
ENDROAD WORKG20-2ROADWORKAHEADW20-1
SPEEDLIMIT40
SPEEDLIMIT40
ENDROAD WORKG20-2
ROADWORKAHEADW20-1ENDROAD WORKG20-2
ROADWORKAHEADW20-1
11"x17" SCALE: N.T.S.24"x36" SCALE: N.T.S.1TRAFFIC CONTROL PLAN 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 SLEGEND A.WORK OPERATIONS ARE 60 MINUTES OR LESSB.SPEED LIMIT IS 45 MPH OR LESSC.NO SIGHT OBSTRUCTIONS TO VEHICLES APPROACHING THE WORKAREA FOR A DISTANCE EQUAL TO THE BUFFER SPACED.VEHICLES IN THE WORK AREA HAVE HIGH-INTENSITY, ROTATING,FLASHING, OSCILLATING, OR STROBE LIGHTS OPERATINGE.VOLUME AND COMPLEXITY OF THE ROADWAY HAS BEEN CONSIDERED1.ALL WORK AND MATERIALS SHALL COMPLY WITH THE WORK AREA TRAFFICCONTROL HANDBOOK (WATCH) 2019 EDITION.2.ALL STRINGS AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA,STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20,DETAILS.3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENTPROPERTIES.4.FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNSAND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT.5.ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE.6.ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT,REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALLTIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TOPRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12"HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIMEHOURS.7.THE CONTRACTOR SHALL MAINTAIN ON A CONTINUOUS BASIS, ALL SIGNS,DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OFTRAFFIC DURING CONSTRUCTION.8.THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC.,PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION.9.CONSTRUCTION OPERATION SHALL BE CONDUCTED IN SUCH A MANNER AS TOCAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTYOWNERS.10.ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BEREQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEPLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TOTHE PUBLIC AT ALL TIMES DURING CONSTRUCTION.11.EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BYTHE ENGINEER BASED UPON CONSTRUCTION CONDITIONS.12.MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON-WORKINGHOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE.13.REMOVE OR TUNE OFF SIGNS DURING NON-WORK HOURS.14.ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKING SHALL BEREMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TOINSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISEDPAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUETO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THECITY ENGINEER AND/OR STATE INSPECTOR.15."ROAD WORK AHEAD" AND THE "BE PREPARED TO STOP" SIGNS MAY BEOMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:16.CITY OF SANTA ANA STD 1126F
DURATION NOTES
DIMENSION GUIDELINE
GENERAL NOTES
TEMP. NO PARKING SIGNS
102'
10'MIN
NOTE:1.THE CONTRACTOR SHALL COORDINATE WITH TRANSPORTATIONDEPARTMENT TO RELOCATE ANY AFFECTED EXISTING BUS STOP(S) IFNECESSARY AT LEAST 3 WEEKS IN ADVANCE - 310.253.56352.LANE CLOSURES CAN ONLY OCCUR BETWEEN 9AM TO 3PM UNLESSOTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR.3.TRAFFIC CONTROL IS SUBJECT TO FIELD MODIFICATION TO THESATISFACTION OF THE PUBLIC WORKS INSPECTOR.