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LD23-7274
Permit Number: LD23-7274 LD - Utilities/ Access to Utility Agency Facilities Issued: 10/07/2024 Expired: 04/05/2025 Job Address: Rancho California Rd S/S 350' W/O Butterfield Stage Rd Legal Description: City of Temecula - Land Development Division 41000 Main Street - Temecula, CA 92590 Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033 Phone: (951) 308-6395 Fax: (951) 694-6475 Jane Smith 1530 Park Ave, 2 Long Beach, CA 90815 Applicant: Hp Communications, Inc. 13341 Temescal Canyon Rd Corona, CA 92883 (951) 572-1200 Contractor: Utility Work Order Number: TM14N1 Description: Crown Castle TM14N1 WORK HOURS SHALL BE MONDAY – FRIDAY, NO HOLIDAYS, 9:00am - 2:00pm Location: Rancho California Rd S/S 350' W/O Butterfield Stage Rd Proposed work: Update small cell equipment per plan "CROWN CASTLE POLE ID# 4133418E, LD23-7274" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-7274 Permittee shall comply with all applicable Traffic Control General Notes. Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times. Concrete repair shall be in accordance with City Standards and the Greenbook. Trench repair shall be in accordance with City Standard Drawing 407. Final compaction test results shall be provided by a soils engineer. Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook. All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of Public Works Inspector. Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work. Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of Page 1 of 3 Permit Number: LD23-7274 LD - Utilities/ Access to Utility Agency Facilities project. Permittee Responsibilities This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407. 3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element streets. 2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133 A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee shall contact LDInspections@TemeculaCA.gov to schedule a meeting. 1. 4. Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance. Contractor is required to provide protection of the City storm drain system. 5. Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted. No work shall be allowed during City-recognized holidays." 6. THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED PROVISIONS: All U.S.A. mark outs shall be removed prior to completion of project.7. 8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of Liability prior to start of work. 9.Should there be any claim against the City and the property owner with the encroachment being the proximate cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will remove and bill the owner. 10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is understood that this permit is limited to the work described herein and that all work is to be done in compliance with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or replacement of any existing improvement damaged by the doing of the work I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether herein stated or not. 11. 12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit. ******Contractor and all subcontractors shall be present at the pre-construction meeting; otherwise, the meeting will be rescheduled to a later date****** Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13. Permitee Date Page 2 of 3 Permit Number: LD23-7274 LD - Utilities/ Access to Utility Agency Facilities City Engineer or Authorized Representative Date 10/07/2024 Page 3 of 3 EXISTING PHOTO (DO NOT USE GOOGLE EARTH. USE PHOTOS FROM FIELD WORK/SITE VISITS) T-1 TITLE PAGE NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY T-1 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 TITLE PAGE T-2 - T-3 GENERAL NOTES GROUNDING DETAILSG-1 A-1 SITE PLANS & RISER DETAIL NODE ID: LOCATION MAPSITE EXHIBIT PHOTO LATITUDE: 33.518722, LONGITUDE: -117.095259POLE ID# 4133418E PROJECT TEAM N W S E THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER/SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO THE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF YOU DIG IN ANY STATE DIAL 811 FOR THE LOCAL "ONE CALL CENTER" - IT'S THE LAW SCOPE OF WORK SHEET INDEX ELIGIBLE FACILITIES REQUEST JURISDICTION: CITY OF TEMECULA RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD WOOD UTILITY POLE ID: 4133418E NODE ID: TM14N1 LATITUDE: 33.518722, LONGITUDE: -117.095259 Call before you dig. below.Know what's AS SHOWN SHEET NO. CROWN CASTLE PROJECT CONSTRUCTION MANAGER: CONTACT:JEFF BABER PHONE:(602) 369-4824 ADDRESS:200 SPECTRUM CENTER DR, SUITE 1900 IRVINE, CA 92618 CROWN CASTLE CONSTRUCTION MANAGER: CONTACT:PAUL GALANTE PHONE:(714) 931-4908 ADDRESS:200 SPECTRUM CENTER DR, SUITE 1900 IRVINE, CA 92618 MODIFICATION OF UNMANNED TELECOMMUNICATION FACILITY, CROWN CASTLE TO REMOVE AND REPLACE THE FOLLOWING: EQUIPMENT DETAILSD-1 - D-2 A-2 - A-3 POLE ELEVATIONS NODE ID: TM14N1 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD (SEE A-1) DESCRIPTION PROJECT MANAGER - PROJECT DELIVERY: CONTACT:JACLYN ROSSILLO PHONE:(714) 488-0884 ADDRESS:200 SPECTRUM CENTER DR, SUITE 1900 IRVINE, CA 92618 P-1 - P-3 PHOTOSIMS 1.CROWN CASTLE TO REMOVE (1) BRACKET WITH EXISTING ANTENNAS & EXISTING REMOTE RADIOS. 2.CROWN CASTLE TO INSTALL (2) NEW AMPHENOL 2C6U4VX065X06FWXYS4 ANTENNA. 3.CROWN CASTLE TO INSTALL (1) NEW CHARLES SHROUD SH60-503027 . 4.CROWN CASTLE TO INSTALL (1) NEW ERICSSON 4455 RADIO AND (1) NEW ERICSSON 8863 RADIO WITHIN NEW SHROUD. 5.CROWN CASTLE TO INSTALL (4) NEW 112B-600-2700-D43 SPLITTERS ON THE ANTENNA MOUNT. 6.CROWN CASTLE TO INSTALL (1) NEW FRONTHAUL DWDM E// 6585 WITH (1) NEW OAD-9-S, (2) NEW CBC1726T-4310 DIPLEXERS AND (1) NEW PSU AC 08 WITHIN NEW SHROUD. 7. CROWN CASTLE TO INSTALL (1) NEW RF NOTICE SIGNAGE AND (1) NEW RF CAUTION SIGNAGE. CROWN CASTLE UTILITY RELATIONS: CONTACT:KENDALL EDWARDS PHONE:(714) 474-3211 ADDRESS:200 SPECTRUM CENTER DR, SUITE 1900 IRVINE, CA 92618 ELECTRICAL DETAILSE-1 - E-2 PERMIT NUMBER: LD23-7274 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 04/12/2024 04/12/2024 04/12/2024 04/12/20 NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY T-2 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 TEMPORARY EROSION/SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL IMPROVEMENTS, SHALL BE PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS INDICATED BELOW: 1.ALL REQUIREMENTS OF CITY OF TEMECULA LAND DEVELOPMENT MANUAL, STORM WATER STANDARDS MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED PUBLIC IMPROVEMENTS CONSISTENT WITH THE EROSION CONTROL PLAN AND/OR WATER POLLUTION CONTROL PLAN (WPCP), IF APPLICABLE. 2.FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAM OF INLET AS INDICATED ON DETAILS. 3.THE CONTRACTOR OF QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF SILT AND MUD ON ADJACENT STREET(S) AND STORM DRAIN SYSTEM DUE TO CONSTRUCTION ACTIVITY. 4.THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL. 5.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAIN SEASON. 6.THE CONTRACTOR SHALL RESTORE ALL EROSION SEDIMENT CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENT ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 7.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES AS MAY BE REQUIRED BY THE RESIDENT ENGINEER DUE TO UNFORESEEN CIRCUMSTANCES, WHICH MAY ARISE. 8.ALL EROSION/SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HERON. ALL EROSION/SEDIMENT CONTROL FOR INTERIM CONDITIONS SHALL BE DONE TO THE SATISFACTION OF THE RESIDENT ENGINEER. 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IS IMMINENT. 10.THE CONTRACTOR WILL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TO APRIL 30TH FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER AND THE RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION/SEDIMENT CONTROL MEASURES AND OTHER RELATED CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENT CONTROL NOTES: 1.CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS. 2.CONTRACTOR TO PLACE SANDBAGS AROUND ANY/ALL STORM DRAIN INLETS TO PREVENT CONTAMINATED WATER. 3.SPOILS PILE WILL BE COVERED AND CONTAINED AND STREET WILL BE SWEPT AND CLEANED AS NEEDED. 4.CONTRACTOR REPAIR DAMAGED PUBLIC IMPROVEMENTS TO THE SATISFACTION OF THE CITY ENGINEER. 5.CURB & GUTTER TO BE PROTECTED IN PLACE, SIDEWALK TO BE REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 6.THE CONTRACTION SHALL RESTORE THE ROADWAY BACK TO ITS ORIGINAL CONDITION SATISFACTORY TO THE CITY ENGINEER INCLUDING, BUT NOT LIMITED TO PAVING, STRIPING, BIKE LANES, PAVEMENT LEGENDS, SIGNS, AND TRAFFIC LOOP DETECTORS. 7.SIDEWALK SHALL BE RESTORED/REPLACED PER CITY OF TEMECULA STANDARD DRAWINGS. 8.PEDESTRIAN RAMP WILL NOT BE DISTURBED. 9.SEPARATE PERMIT WILL BE REQUIRED FROM DEPARTMENT OF ENGINEERING FOR EXCAVATION AND TRAFFIC CONTROL. 10.REPAIR OR REPLACE ANY DISTURBED OR DAMAGED LANDSCAPE IN PARKWAY AREAS DUE TO MAINTENANCE AND/OR POLE REPLACEMENT. 11.PROTECT EXISTING TREES IN PLACE. 12.IN THE EVENT OF A RECORDED RULE 20 INITIATIVE, CROWN CASTLE WILL TAKE PROMPT ACTION TO UNDERGROUND OUR EXISTING AERIAL CABLING AND RELOCATE OR REDESIGN EXISTING SMALL CELLS TO ALIGN WITH THE RULE 20 PLAN. 1.GROUND CONSTRUCTION TO REMOVE/CLEAN ALL DEBRIS, NAILS, STAPLES, OR NON-USED VERTICALS OFF THE POLE. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH MUNICIPAL, COUNTY, STATE, FEDERAL, GO95 AND GO128 STANDARDS AND REGULATIONS. 3.CALL USA 48 HOURS PRIOR TO EXCAVATING AT (800) 277-2600 OR 811. 4.ALL LANDSCAPING TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 5.ALL EQUIPMENT TO BE BONDED. 6.METERING CABINET REQUIRES 36" CLEARANCE AT DOOR OPENING. 7.CAULK CABINET BASE AT PAD. NOTES: ROW GROUND CONSTRUCTION NOTES: 1.LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY THE SUBDIVIDER AND SHOWN ON ANY PLANS SUBMITTED TO CITY OF TEMECULA DEPARTMENT OF ENGINEERING, FOR APPROVAL. 2.CHANGES MAY BE PERMITTED BY THE CITY OF TEMECULA DEPARTMENT OF ENGINEERING, IN CASES OF CONFLICTING FACILITIES. 3.CONFLICTS BETWEEN UTILITY OF COMPANIES FACILITIES, EXISTING AND PROPOSED, MUST BE MUTUALLY RESOLVED BY THE UTILITY COMPANIES. 4.FOR COMMERCIAL SIDEWALKS, THE FIRE HYDRANT SHALL BE PLACED WITHIN THE SIDEWALK 1'-6" BEHIND FACE OF CURB. 5.MAXIMUM 2" DIAMETER GAS MAINS MAY BE PLACED IN JOINT UTILITIES TRENCH SUBJECT TO APPROVAL OF CITY ENGINEER (IN TRACTS). NORMAL LOCATION OF UNDERGROUND UTILITIES NOTES: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: ·2022 CALIFORNIA ADMINISTRATIVE CODE (INCLUDING TITLES 24 & 25) 2010 ·2022 CALIFORNIA BUILDING CODES WHICH ADOPTS THE 2014 UBC, 2015 UMC, 2015 UPC AND THE 2014 NEC. ·BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) ·2022 CALIFORNIA MECHANICAL CODE ·ANSI/EIA-222-F LIFE SAFETY CODE NFPA-101 ·2022 CALIFORNIA PLUMBING CODE ·2022 CALIFORNIA ELECTRICAL CODE ·CURRENT LOCAL BUILDING CODE ·CURRENT CITY/COUNTY ORDINANCES ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS DO NOT APPLY IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE. FCC NOTE: THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. CALIFORNIA STATE CODE COMPLIANCE: GENERAL NOTES 1.ALL WORK SHALL CONFORM TO THE LATEST BOARD OF PUBLIC WORKS OF THE CITY OF TEMECULA ADOPTED EDITION AND SUPPLEMENTS TO THE "GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AS MODIFIED BY THE CORRESPONDING ISSUE OF THE BROWN BOOK, THE LATEST EDITION OF THE BUREAU OF STREET LIGHTING "SPECIAL SPECIFICATIONS", AND THE SPECIAL PROVISIONS. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING THE CONDITION OF ALL EXISTING EQUIPMENT TO BE REUSED, MODIFIED OR RETURNED TO THE BUREAU OF STREET LIGHTING YARD. 1.WIRE CONNECTORS - WIRE CONNECTORS SHALL BEAR THE UNDERWRITERS LABORATORY SEAL OF APPROVAL. THE INSTALLATION PROCEDURE, INCLUDING CONNECTOR SIZE AND CRIMPING TOOLS SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. GENERALLY, BULKY OR ODD SHAPE CONNECTORS, NARROW CONNECTORS WHICH MAY DAMAGE THE WIRE, OR TWIST-ON AND SPLIT-BOLT TYPE CONNECTORS WILL NOT BE ALLOWED. THE MECHANICAL PERFORMANCE OF THE CONNECTOR SHALL BE SUCH THAT NO FREE PLAY CAN BE OBSERVED AFTER THE CONNECTOR IS SUBJECTED TO A COMBINATION OF HAND-APPLIED TWISTS AND PULLS. A SOLID CROSS SECTION WILL ALSO BE REQUIRED WHEN THE CONNECTOR IS SUBJECT TO SAW CUTTING. ALL WIRE CONNECTORS SHALL HAVE A NOMINAL CROSS SECTION ARE EQUIVALENT TO THE AREA OF THE LARGEST CONDUCTOR CONNECTED MULTIPLE CIRCUIT NOTES STORM DRAIN INLET PROTECTION EDGE OF PAVEMENT INLET FLOW SPILLWAY, 1-BAG HIGH FLOW SANDBAG 2-BAGS HIGH FLOW INLET FLOW EDGE OF PAVEMENT SPILLWAY, 1-BAG HIGH SANDBAG 2-BAGS HIGH TYPICAL PROTECTION FOR INLET WITH SINGLE FLOW DIRECTION TYPICAL PROTECTION FOR INLET WITH OPPOSING FLOW DIRECTIONS NOTES: 1.INTENDED FOR SHORT-TERM USE. 2.USE TO INHIBIT NON-STORM WATER FLOW. 3.ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 4.BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. 5.NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. SYMBOL DESCRIPTION PROPOSED 2' X 3' VAULT NEW STREET LIGHT NEW PEDESTAL TRENCH AND FIBER CONDUIT (PVT) EXISTING EXISTING STREET LIGHT EXISTING VAULT/HANDHOLE EXISTING PEDESTAL EXISTING TRANSFORMER STATION POINT (100' INCREMENTS) EXISTING CURB RAMP EXISTING CURB FACE EXISTING RIGHT OF WAY EXISTING CENTER LINE EXISTING PROPERTY LINE ABBREVIATIONS A/C ASPHALT B.O.C.BACK OF CURB B/EOP BACK OF EDGE OF PAVEMENT C&G CURB & GUTTER C/F CURB FACE C/L CENTER LINE EX.EXISTING EOP EDGE OF PAVEMENT F.O.C.FACE OF CURB F/EOP FACE OF EDGE OF PAVEMENT PL PROPERTY LINE R/W RIGHT OF WAY S/B SUBDIVISION BOUNDARY # ℄ R/W C/F PL LEGEND 1.GENERAL CONTRACTOR RESPONSIBLE TO FOLLOW ALL FEDERAL & STATE STATUTES AND REGULATIONS; INDUSTRY BEST PRACTICES; BUILDING AND FIRE CODES; GENERAL CONTRACTOR LICENSES; AND LOCAL LAWS, REGULATIONS & ORDINANCES. IN THE EVENT A CONFLICT EXISTS BETWEEN THESE REGULATIONS AND THIS DOCUMENT, THE REGULATIONS SHALL CONTROL THE GENERAL CONTRACTOR'S ACTIONS. 2.AT THE MINIMUM, WHEN NOT IN CONFLICT WITH FEDERAL, STATE, AND LOCAL STATUTES, THE GENERAL CONTRACTOR SHALL FOLLOW THE COMMON GROUND ALLIANCE (CGA) BEST PRACTICES VERSION 17.0 MANUAL OR LATEST - THE DEFINITIVE GUIDE FOR UNDERGROUND SAFETY & DAMAGE PREVENTION RECOMMENDATIONS. 3.GENERAL CONTRACTOR SHALL PREPARE AN EMERGENCY RESPONSE PLAN, INCLUDING APPROPRIATE CONTACT INFORMATION, ONE CALL TICKET DETAILS, AND IMMEDIATE CONTACTING DETAILS, IN EVENT OF UNDERGROUND UTILITY DAMAGE, IS AVAILABLE AT THE INSTALLATION SITE. 4.GENERAL CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE ALL ELECTRICAL STRIKE SYSTEMS ARE IN PLACE, IF APPLICABLE, AND HAS BRIEFED THE INSTALLATION CREW ON THE GENERAL CONTRACTORS ELECTRICAL AND GAS LINE STRIKE PROCEDURES EACH DAY PRIOR TO WORK COMMENCING. 5.GENERAL CONTRACTOR SHALL WHITE LINE THE PROPOSED CONSTRUCTION ROUTE PRIOR TO CONTACTING THE UTILITY ONE-CALL SYSTEM. 6.GENERAL CONTRACTOR SHALL IDENTIFY PRIOR TO WORK COMMENCEMENT, A COMPETENT PERSON ON THE WORK CREW WHO IS CAPABLE OF IDENTIFYING HAZARDS AND HAS THE AUTHORIZATION TO TAKE PROMPT CORRECTIVE MEASURES, INCLUDING STOP WORK AUTHORITY, TO ELIMINATE THEM, AND SHALL BE ON SITE AT ALL TIMES. 7.GENERAL CONTRACTOR SHALL CONTACT THE ONE CALL FACILITY FOR EXISTING UTILITY LOCATES AS REQUIRED BY LAW AND PRESERVE ALL MARKS UNTIL THE PROJECT IS COMPLETED AND REFRESH THE ONE CALL IF REQUIRED BY STATE OR JURISDICTIONAL REQUIREMENTS. 8.FOR PROJECTS WITH HIGH PRIORITY UTILITIES, OR ANY UNUSUAL OR COMPLEX CONSTRUCTION, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRE-EXCAVATION MEETING WITH THE AFFECTED UTILITIES AND/OR THEIR DESIGNATED LOCATING COMPANY TO DISCUSS THE PROJECT. HIGH PRIORITY UTILITIES SHALL INCLUDE, BUT NOT LIMITED TO, HIGH-PRESSURE GAS LINES, HIGH-VOLTAGE ELECTRIC LINES, MAJOR PIPELINES, MAJOR WATER LINES, AND HIGH-CAPACITY FIBER OPTIC LINES. 9.THE GENERAL CONTRACTOR SHALL ENSURE ANY UTILITIES IDENTIFIED FOR LOCATING WHICH ARE NOT MARKED ON THE GROUND HAVE PROVIDED POSITIVE CONFIRMATION NO CONFLICT EXISTS. IF THERE IS A LACK OF POSITIVE CONFIRMATION, THE GENERAL CONTRACTOR MUST RE-CALL THE ONE-CALL CENTER OR RELEVANT UTILITY DIRECTLY FOR CONFIRMATION. 10.IN THE EVENT A UTILITY CANNOT BE RELOCATED, WHERE POSITIVE CONFIRMATION IS NOT RECEIVED, OR WHERE THERE IS A LIKE LIKELIHOOD OF UNDOCUMENTED UTILITIES, SUCH AS PRIVATE INFRASTRUCTURE, THE GENERAL CONTRACTOR SHALL TAKE THE STEP OF SYSTEMATICALLY UTILIZING A GROUND PENETRATING RADAR (GPR) SYSTEM OR SIMILAR ADVANCED LOCATING TECHNOLOGY WITHIN THE TOLERANCE ZONE TO IDENTIFY AND DOCUMENT ANY UTILITIES WITHIN THE CONSTRUCTION ZONE. ANY UTILITY LOCATED USING GPR SHALL BE PROPERLY LOCATED AND EXPOSED AS OUTLINED WITHIN THIS STANDARD PRIOR TO DIGGING. 11.THE GENERAL CONSTRACTOR SHALL INSPECT THE AREA, PRIOR TO INSTALLATION FOR ANY UNDERGROUND UTILITY INFRASTRUCTURE WHICH MAY HAVE BEEN MISSED BY SURVEYING THE CONSTRUCTION AREA AND SURROUNDING ENVIRONMENT FOR CLEANOUTS, SUNKEN AREAS, RISERS, OUTBUILDINGS, LIGHT POLES, METERS, UTILITY BOXES, PEDESTALS, MANHOLE COVERS, MARKERS, ETC. PARTICULAR ATTENTION SHOULD BE MADE TO IDENTIFY SERVICE FEEDS FROM BUILDINGS AND HOMES ARE MARKED. 12.THE GENERAL CONTRACTOR SHALL CONTACT ANY UTILITY WHERE LOCATES ARE IN QUESTION AND/OR UNVERIFIED. NO ASSUMPTIONS SHOULD BE MADE ON LOCATION OR DEPTH OF EXISTING UTILITIES. 13.THE GENERAL CONTRACTOR AT MINIMUM SHALL TAKE AND STORE A PHOTO SERIES TO BE SUBMITTED WITH THE CLOSE OUT PACKAGE OF ALL EXCAVATION AREAS ONCE LOCATES ARE COMPLETE AND PRIOR TO EXCAVATION. 14.GENERAL CONTRACTOR SHALL MEET ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING WORKER SAFETY AND TRAINING WHEN WORKING AROUND UNDERGROUND FACILITIES. 15.GENERAL CONTRACTOR SHALL VISUALLY EXPOSE (POT-HOLE) ALL EXISTING UTILITIES CROSSING THE TOLERANCE ZONE AND SHALL POSITIVELY IDENTIFY THEIR LOCATION AND DEPTH USING APPROPRIATE TECHNIQUES WITHIN THE TOLERANCE ZONE. 16.GENERAL CONTRACTOR SHALL VISUALLY EXPOSE (POT-HOLE) ALL EXISTING UTILITIES RUNNING PARALLEL WITH THE PROPOSED PATH AT THE APPROPRIATE INTERVALS WITHIN THE TOLERANCE ZONE AND APPROPRIATE BUFFER ZONE. UNLESS MORE STRINGENT REGULATIONS EXIST, THE GENERAL CONTRACTOR SHALL EXPOSE (POT-HOLE) AT MINIMUM ANY PARALLEL UTILITY WITHIN 3' OF THE TOLERANCE ZONE EVERY 25', AND ANY PARALLEL UTILITY BETWEEN 3' TO 5' OF THE TOLERANCE ZONE EVERY 100'. 17.THE TOLERANCE ZONE SHALL BE A MINIMUM OF 30' BEYOND EACH SIDE OF THE INSTALLED PIPE, OR GREATER IF CODE REQUIRES. 18.GENERAL CONTRACTOR SHALL USE A DRILL HEAD TRACKING DEVICE WHEN BORING AND TRACK THE DRILL HEAD AT MINIMUM OF EVERY 5' OR AS REQUIRED BY CODE. A LOG SHALL BE CREATED RECORDING THE LOCATION AND DEPTH AND SUBMITTED WITH THE GENERAL CONTRACTOR AS-BUILT PACKAGE. 19.GENERAL CONTRACTOR SHALL ENSURE THESE REQUIREMENTS ARE ENFORCED WITH ALL SUB-CONTRACTORS RETAINED BY THE GENERAL CONTRACTOR. GENERAL REQUIREMENT - UNDERGROUND UTILITY AVOIDANCE GENERAL NOTES AS SHOWN NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY T-3 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 GENERAL NOTES AS SHOWN UTILITY CONSTRUCTION/SITE PLANS SHALL BE SUBMITTED FOR REVIEW AND INCLUDE THE FOLLOWING, BUT NOT BE LIMITED TO: 1.THE CITY ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. 2.BEFORE YOU DIG – CALL (TOLL FREE) (800)422-4133 3.WHERE THERE IS CONFLICT WITH THE PERMIT LANGUAGE AND APPROVED PLANS, THE APPROVED PLANS SHALL GOVERN. 4.TRENCH REPAIR SHALL BE IN ACCORDANCE WITH CITY STANDARD DRAWING 407. 5.ALL FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD DRAWING 117. 6.CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS AND DRIVEWAY APPROACHES DAMAGED DURING CONSTRUCTION SHALL BE REMOVED FROM JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND THE GREENBOOK. 7.ALL DISTURBED LANDSCAPING AND OTHER IMPROVEMENTS SHALL BE REMOVED OR REPAIRED AND REPLACED TO THE SATISFACTION OF PUBLIC WORKS. 8.ACCESS RAMPS SHALL BE REMOVED JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY STANDARD DRAWING 402 AND MEET CURRENT ADA STANDARDS. 9.ANY SURVEY MONUMENTS DAMAGED OR DESTROYED SHALL BE RESET PER CITY STANDARDS BY A QUALIFIED PROFESSIONAL PURSUANT TO THE CALIFORNIA BUSINESS AND PROFESSIONS CODE SECTION 8771. 10.FINAL COMPACTION TEST RESULTS SHALL BE PROVIDED BY A SOILS ENGINEER. 11.A PRE-CONSTRUCTION MEETING IS REQUIRED TWO (2) BUSINESS DAYS PRIOR TO ANY SCHEDULED WORK. PERMITTEE SHALL CONTACT LDINSPECTIONS@TEMECULACA.GOV TO SCHEDULE A MEETING. 12.ALL U.S.A. MARK OUTS SHALL BE REMOVED PRIOR TO COMPLETION OF PROJECT. 13.A FINAL INSPECTION IS REQUIRED FOR ALL PROJECTS. PERMITTEE MUST CONTACT LDINSPECTIONS@TEMECULACA.GOV TO VERIFY COMPLETION OF PROJECT. 14.STANDARD INSPECTION REQUEST SHALL INCLUDE: ·PERMIT NUMBER (INCLUDE IN EMAIL SUBJECT LINE): ·REQUESTED DATE (OF WORK PROPOSED): ·REQUESTED TIME (AM, PM, OR SPECIFIC TIME): ·INSPECTION TYPE (PRE-CON, GRADING, CONCRETE FORMS, PAVING, STORM DRAIN, ·NPDES, FINAL, ETC.): ·INSPECTION LOCATION (STREET A FROM STATION 1+00 TO 5+00, CATCH BASIN AT ·THE NWC OF STREETS B AND C, STREET ADDRESS, ETC): ·REQUESTOR NAME: ·REQUESTOR COMPANY: ·CONTACT NUMBER: UTILITY PLAN GENERAL NOTES (E) PVC CONDUIT POWER R 6:00 7 8 10 11 12:00 1 2 3:00 4 5 9:00 NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY A-1 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 Know what's below. Callbefore you dig. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THE PLANS WERE MADE BY SEARCHING AVAILABLE EXISTING RECORDS. HOWEVER, NO GUARANTEE IS MADE THAT SUBSTRUCTURES OR THEIR LOCATIONS ARE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT SHOWN OR NOT ON RECORD BY CALLING DIG ALERT 48 HOURS BEFORE EXCAVATING. CONTRACTOR SHALL EXPOSE AND POT HOLE (HAND DIG) ALL EXISTING UTILITIES WITHIN CONSTRUCTION ZONE. CONSTRUCTION WARNING: SITE PLAN 120'10'0"20' 24"x36" SCALE: 1" = 20'-0" 11"x17" SCALE: 1" = 40'-0"RISER DIAGRAM 324"x36" SCALE: NTS 11"x17" SCALE: NTS 1.POWER AND FIBER IS EXISTING 2.NO NEW DIGS/TRENCHES INVOLVED NOTES ENLARGED SITE PLAN 24'3'2'1'0"4' 24"x36" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" N W S E AZIMUTH: 55°, 240° SITE PLAN AND RISER DETAILS AS SHOWN N W S E NODE NUMBER: TM14N1 ADDRESS: LAT: 33.518722 LONG: -117.095259 ANTENNA AZIMUTH: 55°, 240° SITE NOTES RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD, TEMECULA, CA 92591 POLE OWNER:SOUTHERN CALIFORNIA EDISON (E) WOOD UTILITY POLE NO. 4133418E WITH (E) EQUIPMENT (NODE POLE) WOOD UTILITY POLE ID#: 4133418E RANCHO CALIFORNIA RD C/F C/F (E) CROWN CASTLE HANDHOLE C/F R/W GUT T E R SIDE W A L K CROWN CASTLE NODE SITE TM14N1 TO REMOVE EXISTING ANTENNAS AND INSTALL (4) NEW 112B-600-2700-D43 SPLITTERS AND NEW AMPHENOL 2C6U4VX065X06FWXYS4 ANTENNAS 1-3 D-1 (2) (N) ERICSSON RADIO UNITS, (1) NEW FRONTHAUL 6585 DWDM WITH (1) NEW OAD-9-S, (2) CBC1726T-4310 DIPLEXERS, (4) NEW 112B-600-2700-D43 SPLITTERS AND (1) NEW PSU (9:00) RAN C H O C A L I F O R N I A R D CROWN CASTLE NODE TO INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL 6585 DWDM WITH (1) NEW OAD-9-S, (2) CBC1726T-4310 DIPLEXERS, (4) 112B-600-2700-D43 SPLITTERS AND (1) NEW PSU WITHIN NEW SH60-503027 SHROUD PAR K W A Y AZIM U T H : 55° 4-6 D-1 1-5 D-2 AZIM U T H : 240° AZIM U T H : 240° R/W SIDE W A L K RAN C H O CAL I F O R N I A R D 4 ' - 0 " (N) ANTENNA ATTACHMENT, TYP. 1 3 ' - 1 1 " 4 2 ' - 0 " 4 2 ' - 0 " 1 3 ' - 1 1 " 5 5 ' - 1 1 " 5 5 ' - 1 1 " 1 1 1 ' - 1 0 " C/F R/W C/L C/F R/W 1 3 ' - 1 1 " 4 2 ' - 0 " 4 2 ' - 0 " 1 3 ' - 1 1 " 5 5 ' - 1 1 " 5 5 ' - 1 1 " 1 1 1 ' - 1 0 " C/F R/W C/L C/F R/W PAR K W A Y SIDE W A L K PAR K W A Y SIDE W A L K (E) WOOD UTILITY POLE NO. 4133418E WITH (E) EQUIPMENT SEE DETAIL 2 AZIM U T H : 55° 4 6 ' - 0 " C / L O F P O L E T O C / L O F R A N C H O C A L I F O R N I A R D ±350 ' - 0 " C/L O F P O L E T O C / L O F B U T T E R F I E L D S T A G E R D (E) CROWN CASTLE METER PEDESTAL (E) PVC CONDUIT FIBER Rev. A NOTICEPOLE WORKERSThere is an antenna operationhigh on this pole. Please followguidance on signs near the antenna orcall the number below.Site ID # TM14N1888-632-0931 Keep Back ____ FT From thisAntenna. FCC RF PublicExposure Limits May BeExceeded Within This Distance.Call 888-632-0931 forInstructions.Qualified Workers:FCC Occupational Limits May BeExceeded Within This Distance. Site ID # TM14N1 Rev. A CAUTION10 NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY A-2 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 EXISTING NORTHWEST ELEVATION 24'3'2'1'0"4' 24"x36" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0"PROPOSED NORTHWEST ELEVATION 14'3'2'1'0"4' 24"x36" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" POLE ELEVATIONS AS SHOWN FINISHED GRADE 0'-0" AGL (E) WOOD UTILITY POLE NO. 4133418E WITH (E) EQUIPMENT (N) CROWN CASTLE "NOTICE" RF SIGNAGE 1 D-3 BOTTOM OF (E) EPO BOX 7'-0" AGL TOP OF (E) EPO BOX 8'-1" AGL BOTTOM OF (E) RADIO 10'-0" AGL TOP OF (E) RADIO 12'-5" AGL TOP OF (E) WOOD UTILITY POLE 63'-5" AGL (N) ANTENNA RAD CENTER 31'-0" AGL TOP OF (N) ANTENNA 32'-0" AGL BOTTOM OF (N) ANTENNA 29'-11" AGL TOP OF (N) SHROUD 14'-2" AGL BOTTOM OF (N) SHROUD 10'-0" AGL (E) ANTENNA TO BE REMOVED AND REPLACED (E) SHROUD TO BE REMOVED AND REPLACED (N) RF CAUTION SIGNAGE 24'-11" AGL (N) RF NOTICE SIGNAGE 8'-0" AGL (N) CROWN CASTLE "CAUTION" RF SIGNAGE 2 D-3 CROWN CASTLE NODE SITE TM14N1 TO REMOVE EXISTING ANTENNAS AND INSTALL (4) NEW 112B-600-2700-D43 SPLITTERS AND NEW AMPHENOL 2C6U4VX065X06FWXYS4 ANTENNAS CROWN CASTLE NODE TO INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL 6585 DWDM WITH (1) NEW OAD-9-S, (2) CBC1726T-4310 DIPLEXERS AND (1) NEW PSU WITHIN NEW SH60-503027 SHROUD TOP OF (E) WOOD RISER 9'-2" AGL (E) DOWN GUY 17'-5" AGL (E) POLE TO POLE GUY 17'-5" AGL TOP OF (E) WOOD RISER 11'-7" AGL (E) DOWN GUY 19'-7" AGL (E) POLE TO POLE GUY 19'-7" AGL (E) DOWN GUY 20'-7" AGL (E) POLE TO POLE GUY 20'-7" AGL BOTTOM OF (E) ANTENNA 29'-2" AGL BOTTOM OF (E) ANTENNA BRACKET 32'-0" AGL TOP OF (E) WOOD RISER 33'-4" AGL TOP OF (E) ANTENNA 33'-6" AGL TOP OF (E) WOOD RISER 33'-7" AGL TOP OF (E) ANTENNA MOUNTING BRACKET 33'-9" AGL (E) PRIMARY 62'-2" AGL (E) PRIMARY 57'-10" AGL (E) PRIMARY 54'-6" AGL FINISHED GRADE 0'-0" AGL BOTTOM OF (E) EPO BOX 7'-0" AGL TOP OF (E) EPO BOX 8'-1" AGL TOP OF (E) WOOD UTILITY POLE 63'-5" AGL TOP OF (E) WOOD RISER 9'-2" AGL (E) POLE TO POLE GUY 17'-5" AGL (E) DOWN GUY 17'-5" AGL TOP OF (E) WOOD RISER 11'-7" AGL (E) DOWN GUY 19'-7" AGL (E) POLE TO POLE GUY 19'-7" AGL (E) DOWN GUY 20'-7" AGL (E) POLE TO POLE GUY 20'-7" AGL TOP OF (E) WOOD RISER 33'-4" AGL TOP OF (E) WOOD RISER 33'-7" AGL TOP OF (E) ANTENNA MOUNTING BRACKET 33'-9" AGL (E) PRIMARY 62'-2" AGL (E) PRIMARY 57'-10" AGL (E) PRIMARY 54'-6" AGL 5' - 0 " 1-3 D-1 4-6 D-1 1-5 D-2 (E) PVC CONDUIT FIBER(E) PVC CONDUIT POWER (E) CROWN CASTLE HANDHOLE NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY A-3 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 EXISTING NORTHEAST ELEVATION 24'3'2'1'0"4' 24"x36" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0"PROPOSED NORTHEAST ELEVATION 14'3'2'1'0"4' 24"x36" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" POLE ELEVATIONS AS SHOWN (E) WOOD UTILITY POLE NO. 4133418E WITH (E) EQUIPMENT (E) ANTENNA TO BE REMOVED AND REPLACED (E) SHROUD TO BE REMOVED AND REPLACED (E) CURB AND GUTTER (E) PAVEMENT FINISHED GRADE 0'-0" AGL (N) CROWN CASTLE "NOTICE" RF SIGNAGE 1 D-3 TOP OF (N) SHROUD 14'-2" AGL BOTTOM OF (N) SHROUD 10'-0" AGL (N) RF NOTICE SIGNAGE 8'-0" AGL (N) CROWN CASTLE "CAUTION" RF SIGNAGE 2 D-3 CROWN CASTLE NODE SITE TM14N1 TO REMOVE EXISTING ANTENNAS AND INSTALL (4) NEW 112B-600-2700-D43 SPLITTERS AND NEW AMPHENOL 2C6U4VX065X06FWXYS4 ANTENNAS CROWN CASTLE NODE TO INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL 6585 DWDM WITH (1) NEW OAD-9-S, (2) CBC1726T-4310 DIPLEXERS AND (1) NEW PSU WITHIN NEW SH60-503027 SHROUD FINISHED GRADE 0'-0" AGL BOTTOM OF (E) EPO BOX 7'-0" AGL TOP OF (E) EPO BOX 8'-1" AGL TOP OF (E) WOOD UTILITY POLE 63'-5" AGL TOP OF (E) WOOD RISER 9'-2" AGL (E) DOWN GUY 17'-5" AGL (E) POLE TO POLE GUY 17'-5" AGL TOP OF (E) WOOD RISER 11'-7" AGL (E) DOWN GUY 19'-7" AGL (E) POLE TO POLE GUY 19'-7" AGL (E) DOWN GUY 20'-7" AGL (E) POLE TO POLE GUY 20'-7" AGL TOP OF (E) WOOD RISER 33'-4" AGL TOP OF (E) WOOD RISER 33'-7" AGL TOP OF (E) ANTENNA MOUNTING BRACKET 33'-9" AGL (E) PRIMARY 62'-2" AGL (E) PRIMARY 57'-10" AGL (E) PRIMARY 54'-6" AGL 5' - 0 " 4'-0" 1-3 D-1 4-6 D-1 1-5 D-2 BOTTOM OF (E) EPO BOX 7'-0" AGL TOP OF (E) EPO BOX 8'-1" AGL BOTTOM OF (E) RADIO 10'-0" AGL TOP OF (E) RADIO 12'-5" AGL TOP OF (E) WOOD UTILITY POLE 63'-5" AGL TOP OF (E) WOOD RISER 9'-2" AGL (E) DOWN GUY 17'-5" AGL (E) POLE TO POLE GUY 17'-5" AGL TOP OF (E) WOOD RISER 11'-7" AGL (E) DOWN GUY 19'-7" AGL (E) POLE TO POLE GUY 19'-7" AGL (E) DOWN GUY 20'-7" AGL (E) POLE TO POLE GUY 20'-7" AGL BOTTOM OF (E) ANTENNA 29'-2" AGL BOTTOM OF (E) ANTENNA BRACKET 32'-0" AGL TOP OF (E) WOOD RISER 33'-4" AGL TOP OF (E) ANTENNA 33'-6" AGL TOP OF (E) WOOD RISER 33'-7" AGL TOP OF (E) ANTENNA MOUNTING BRACKET 33'-9" AGL (E) PRIMARY 62'-2" AGL (E) PRIMARY 57'-10" AGL (E) PRIMARY 54'-6" AGL (N) ANTENNA RAD CENTER 31'-0" AGL TOP OF (N) ANTENNA 32'-0" AGL BOTTOM OF (N) ANTENNA 29'-11" AGL (N) RF CAUTION SIGNAGE 24'-11" AGL (E) CROWN CASTLE HANDHOLE (E) PVC CONDUIT FIBER (E) PVC CONDUIT POWER NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY D-1 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 EQUIPMENT DETAILS AS SHOWN 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.1 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.2 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.3 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.611"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.511"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.4ERICSSON RADIO 4455 ERICSSON RADIO 8863 112B-600-2700-D43 SPECIFICATIONS2C6U4VX065X06FWXYS4 SPECIFICATIONS MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):344 x 246 x 635 mm (13.5" x 9.7" x 25.0") WEIGHT: 8.12 kg (18 lbs) PLAN FRONT REAR SIDE 25 . 0 " 13.5" 9. 7 " 9.7"13.5"13.5" 25 . 0 " 25 . 0 " MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):2.9" x 0.9" x 3.1" WEIGHT:0.75 lbs PLAN FRONT SIDE BOTTOM 2.9" 0. 9 " 2.9" 0. 9 " 3. 1 " 3. 1 " NOTE: ANTENNA ATTACHMENT SHOWN FOR DIAGRAMMATIC PURPOSED ONLY. SEE MANUFACTURER'S SPECIFICATIONS (N) ANTENNA ANTENNA MANUFACTURER SUPPLIED MOUNT (PER MANUFACTURER) PIPE MOUNT, PER PLAN (MIN. 2" O.D. TO MAX. 6" O.D. PIPE GALVANIZED) (ORDERED SEPARATELY ANTENNA MANUFACTURER SUPPLIED BRACKET (PER MANUFACTURER) (N) PIPE MOUNT COAX CABLE AND JUMPER (TYP.) FRONTHAUL 6585 DWDM ANTENNA MOUNTING DETAIL MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):300mm x 173mm x 830 mm (11.81" x 6.81" x 32.67") WEIGHT: 32.2kg (170.98 lbs) 32 . 6 7 " 6.81" 1 1 . 8 1 " 14.8" 5.7" 18 . 9 " MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):376 x 145 x 480 mm (14.8" x 5.7" x 18.9") WEIGHT: 22.32 kg (49.2 lbs) 1.50" 9. 6 3 " 5.12" MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):244.5 x 130 x 38 mm (5.12" x 1.50" x 9.63") WEIGHT: 0.7 kg (1.54 lbs) VOLUME:1 L NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY D-2 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 EQUIPMENT DETAILS AS SHOWN 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.1 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.2 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.3 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.611"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.511"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.4 OADS-9-S (1)PSU-AC08 SPECIFICATIONSCBC1726T-4310 DIPLEXER NOT USEDCONCEALMENT SHROUD EQUIPMENT BRACKET DETAILS FRONT SIDEPLAN 5. 6 1 " 6.00" 16.59" 10 4 . 0 0 " 34 . 2 7 " 12.52" 7. 0 0 " 2.00" 10 4 . 0 0 " 33 . 2 7 " 6. 0 0 " 6" STAND OFF BRACKET SPECIFICATION MAIN DIMENSIONS (WxDxH):104" x 6" x 2" MANUFACTURER:HP COMMUNICATIONS INC. MODEL: #23-CH81 (OR APPROVED EQUAL) WEIGHT:TBD 16.59" 6.00" 50 . 1 " 50 . 1 " 27 . 2 29.7" PLAN FRONT SIDE MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):754 x 690 x 1272 mm (29.7" x 27.2" x 50.1") WEIGHT: 44 kg (97 lbs) MANUFACTURER:CHARLES MODEL:SH60-503027 MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):120 x 116 x 29 mm (4.72" x 5.56" x 1.14") WEIGHT: 0.3 kg (0.7 lbs) MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):274mm x 180mm x 69 mm (10.78" x 7.08" x 2.71") WEIGHT: 5.2kg (5.07 lbs) MECHANICAL SPECIFICATION MAIN DIMENSIONS (WxDxH):116mm x 46mm x 212 mm (4.567" x 1.811" x 8.346") WEIGHT: 2.3kg (5.07 lbs) NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY D-3 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 EQUIPMENT DETAILS AS SHOWN 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.1 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.2 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.3 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.611"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.511"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.4 Rev. A NOTICE POLE WORKERS 888-632-0931 There is an antenna operation high on this pole. Please follow guidance on signs near the antenna or call the number below. Site ID # TM14N1 11 Rev. A CAUTION Keep Back ____ FT From this Antenna. FCC RF Public Exposure Limits May Be Exceeded Within This Distance. Call 888-632-0931 for Instructions. Qualified Workers: FCC Occupational Limits May Be Exceeded Within This Distance. Site ID # TM14N1 RF NOTICE SIGNAGE RF CAUTION SIGNAGE NOT USED NOT USEDNOT USEDNOT USED NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY P-1 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 2 1EXISTING NORTHWEST PHOTO PROPOSED NORTHWEST PHOTOSIM PHOTOSIMS AS SHOWN (N) CROWN CASTLE "NOTICE" RF SIGNAGE (N) CROWN CASTLE "CAUTION" RF SIGNAGE CROWN CASTLE NODE SITE TM14N1 TO REMOVE EXISTING ANTENNAS AND INSTALL (4) NEW 112B-600-2700-D43 SPLITTERS AND NEW AMPHENOL 2C6U4VX065X06FWXYS4 ANTENNAS CROWN CASTLE NODE TO INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL 6585 DWDM WITH (1) NEW OAD-9-S, (2) CBC1726T-4310 DIPLEXERS AND (1) NEW PSU WITHIN NEW SH60-503027 SHROUD NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY P-2 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 2 1EXISTING NORTHEAST PHOTO PROPOSED NORTHEAST PHOTOSIM PHOTOSIMS AS SHOWN (N) CROWN CASTLE "NOTICE" RF SIGNAGE (N) CROWN CASTLE "CAUTION" RF SIGNAGE CROWN CASTLE NODE SITE TM14N1 TO REMOVE EXISTING ANTENNAS AND INSTALL (4) NEW 112B-600-2700-D43 SPLITTERS AND NEW AMPHENOL 2C6U4VX065X06FWXYS4 ANTENNAS CROWN CASTLE NODE TO INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL 6585 DWDM WITH (1) NEW OAD-9-S, (2) CBC1726T-4310 DIPLEXERS AND (1) NEW PSU WITHIN NEW SH60-503027 SHROUD NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY P-3 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 2 1EXISTING NORTH PHOTO PROPOSED NORTH PHOTOSIM PHOTOSIMS AS SHOWN (N) CROWN CASTLE "NOTICE" RF SIGNAGE (N) CROWN CASTLE "CAUTION" RF SIGNAGE CROWN CASTLE NODE SITE TM14N1 TO REMOVE EXISTING ANTENNAS AND INSTALL (4) NEW 112B-600-2700-D43 SPLITTERS AND NEW AMPHENOL 2C6U4VX065X06FWXYS4 ANTENNAS CROWN CASTLE NODE TO INSTALL (2) NEW RADIO UNITS, (1) NEW FRONTHAUL 6585 DWDM WITH (1) NEW OAD-9-S, (2) CBC1726T-4310 DIPLEXERS AND (1) NEW PSU WITHIN NEW SH60-503027 SHROUD NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY E-1 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 AS SHOWN ELECTRICAL DETAILS WIRING DIAGRAM AND POWER INFORMATION 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.1 POWER INFORMATION PROPOSED FUSE: N/AEXISTING FUSE: 100 AMP TYPE: AC DISTRIBUTION METER AC PS# N/A NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY E-2 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 AS SHOWN ELECTRICAL DETAILS GROUNDING SCHEMATIC 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.4 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.211"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.1 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S.3 UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING FINAL DESIGN FROM UTILITY PROVIDERS. NOTES (2) PROPOSED REMOTE RADIO UNIT EXISTING DISCONNECT EXISTING METER EXISTING POWER SOURCE (3) #12 WIRES BY LADWP (1) WHITE (NEUTRAL) (2) BLACK (120VAC / HOT) EXISTING METER (1) 100AMP FUSE UPGRADE #6 BLACK JACKETED SOLID COPPER WIRE AWG TO GROUND ROD (3) #12 AWG WIRES FOR POWER TO RADIO UNIT(S) 1 - BLACK 1 - WHITE 1 - RED ONE LINE DIAGRAM LOAD SCHEDULE FIBER WIRING DIAGRAM ERICSSON RADIO 4455 ERICSSON RADIO 8863 1 2 1 1 712 478 10A 10A 1 1 12 12 10 10 10A 10A DESCRIPTION QTY UNIT V.A. TRIP POLES WIRE SIZE K.A.I.C.WIRE TYPE TO RADIOS TOTAL NON-CONTINUOUS TOTAL VA TOTAL AMPS 1.190 9.9 VOLTAGE: 120/240V MAIN LUG: PHASE: 1 WIRES: 3 LOAD PANEL CIRCUIT AND LOAD SCHEDULE EXOTHERMIC WELD CONNECTIONS MECHANICAL TYPE CONNECTIONS GROUND BAR ALL GROUND CONDUCTORS TO BE #6 TJJM/THWN BLACK JACKETED SOLID COPPER UNLESS OTHERWISE NOTED OR REQUIRED BY EQUIPMENT MANUFACTURER. MECHANICAL CONNECTIONS ARE TO BE IRREVERSIBLE CRIMP OR EQUIVALENT. NOTES GGG G G G G G G G G G G G G G G PROPOSED 5/8" X 8'-0" COPPER-CLAD STEEL GROUND ROD. GROUND ROD SHOULD BE MIN. 1' BELOW GRADE AND 24"-36" FROM POLE IF A SINGLE GROUND ROD DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT SHALL BE SUPPLEMENTED BY AND ADDITIONAL ROD. SEPARATION BETWEEN GROUND RODS SHOULD BE AT A MIN. DISTANCE OF 6'. LOAD CENTER PROPOSED #6 AWG BLACK JACKETED SOLID COPPER WIRE GROUND CONDUCTOR/RISER G G PROPOSED SHROUD WITH (2) RADIOS PROPOSED ANTENNA PROPOSED #6 AWG (MIN) BLACK JACKETED SOLID COPPER WIRE GROUND CONDUCTOR/RISER PROPOSED #6 AWG (MIN) BLACK JACKETED SOLID COPPER GROUND FROM EQUIPMENT TO GROUND BUS Cu Cu NODE INFORMATION CROWN NODE ID: CLIENT ID: HUB ID: POLE ID: POLE OWNER: POWER PROVIDER: CLUSTER/AREA: LATITUDE: LONGITUDE: ADDRESS: SCU#: AZIMUTH: TM14N1 IE9034BA_61LAB IEH0046A 4133418E SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA EDISON PRP_TMO_OMNI_WEST_SOCAL_ (TEMECULA)_TPE-03369531_30 NODES 33.518722 -117.095259 RANCHO CALIFORNIA RD S/S 350' W/O BUTTERFIELD STAGE RD 400961 55°, 240° REV DATE DESCRIPTION BY ENGINEER: OWNER/DEVELOPER: TITLE: DRAWN BY: CHECKED BY: APPROVED BY: REVISIONS 200 SPECTRUM CENTER DRIVE, 19TH FLOOR IRVINE, CA 92618 CROWN CASTLE JY PROJECT NUMBER: SHEET NAME: DATE DRAWN: SCALE: NODE ID: A 90% CDs JY G-1 J.A.P.P. ramiraP ARCHITECTURAL & ENGINEERING SERVICES TM14N1 TM14N1 09.07.2023 09.07.2023 CROWN CASTLE NODE ID: TM14N1 B 95% CDs CKR01.16.2024 LD23-7274 GROUNDING DETAILS AS SHOWN PER GEO95 PLACE 1/2"Ø X 8' -0" GROUND ROD A MINIMUM 12" BELOW GRADE AND A MINIMUM 24" FROM POLE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.7 1 98 32 GROUNDING WIRE CONNECTION T&B CO. "C-TAP", CAT. #54730, CRIMP TYPE PARALLELED TAP OR EQUIVALENT #2 AWG GREEN INSULATED STRANDED COPPER WIRE #6 AWG GREEN INSULATED STRANDED COPPER WIRE (UNIT BOND) DIRECTION OF BOND TO TURN TO SHORTEST DISTANCE TO MGB GROUNDING BAR CONNECTION RX1/RX2 TX GROUNDING BAR, ANDREW PART # UGBKIT-0424-T (TINNED). A LOCKBOX IS REQUIRED AT GRADE TASSCO PART # 351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF GROUNDING BARS AND THEIR LOCATION COAX JUMPER REQUIRED PER MANUFACTURER'S RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) STANDARD GROUNDING KIT (TYP) ANTENNA CABLE TO BTS (TYP) RX1/RX2 FROM LNA (WHEN REQUIRED) TO LOW NOISE AMPLIFIER UNITS (LNA) (WHEN REQUIRED) AND RECEIVE ANTENNA TO TRANSMIT ANTENNA 2 AWG TINNED, SOLID COPPER CONDUCTOR EXOTHERMIC WELD TO GROUNDING BUS 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION TYPE PHTYPE TA TYPE VB TYPE NCTYPE GT TYPE GL LUG TYPE HA TYPE VS TYPE RR TYPE GR TYPE PC TYPE NX1 TYPE SS TYPE XA TYPE LJ TYPE PG TYPICAL CADWELD TYPES ANTENNA CABLE WEATHERPROOFING KIT CABLE GROUNDING KIT 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION GROUNDED TO GROUNDING BAR CABLE GROUND KIT DETAIL GROUND BAR DETAIL (E) GROUND ROD SCALE: N.T.S.6 #4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION GROUNDING BAR ON WALL, FLOOR, OR ON ANTENNA TOWER (2) TWO EXOTHERMIC TO BE USED WITH 2 AWG SOLID BARE TINNED COPPER GROUNDING CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUNDING RING AND GROUNDING BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END 1- TINNED COPPER GROUND BAR, 1/4"x4"x20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 5SCALE: N.T.S.4 SCALE: N.T.S. WIRE TO GROUND BAR CONNECTION G G G G G GGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGG GG GGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G COAX GROUND KIT COAX GROUNDING CONNECTOR PVC RISER FLEX CONDUIT TWO-HOLE LUGS NOT USED LEGEND 1" 1/16" TYP. 1" 12" .2 2 7 3 " D I A M A X (E) GRADE EXOTHERMIC #6 ROD 5/8"Ø X 8' -0" COPPER CLAD GROUND ELECTRODE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G (E) UTILITY POLE Cu CLAMP FCI No. CBL3-TB TYCO No. 83749-1 OR EQUAL G G G G G G G G G G G G G G G G G G G G G G G G G G G G BLACK JACKET SOLID COPPER CONDUCTOR WOOD MOLDING NOTE: UTILITY POLE GROUND SHALL COMPLY WITH PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA GENERAL ORDER NO 95 (SECTION 54.9, 92.4) 25 4 3 1 1" 3/4" 2"7/16" AREA MAP: NO SCALE JOB SITE B U T T E R F I E L D S T A G E R O A D B U T T E R F I E L D S T A G E R O A D RANC H O C A L I F O R N I A R D RANC H O C A L I F O R N I A R D CORTE C O R O N A D O CORTE S A N V I C E N T E CORTE S A N T A C A T A L I N A CORTE C H A T A D A CII RE S A C A CHEMIN L A U R E N T C O U R B E A U N E CERCLE BEA U R E G A R D CERC L E L A T O U R PLA C E B E L A I R CO U R P O M E R O L PR O M E N A D E C H A R D O N N A Y H L S TRAFFIC CONTROL GENERAL NOTES (REV'D. 08/26/20): 1.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2.THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. 3.ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 4.WORK HOURS SHALL BE RESTRICTED TO THE PERIOD BETWEEN 8:30 A.M. AND 3:30 P.M., MONDAY THROUGH FRIDAY, UNLESS APPROVED OTHERWISE. WHEN NIGHT WORK IS REQUIRED, WORK HOURS SHALL BE 9 P.M. TO 5 A.M., SUNDAY THROUGH THURSDAY. 5.TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS. STEEL PLATES SHALL HAVE ASPHALTIC CONCRETE BERM ON ALL EDGES. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM STREET AT END OF EACH DAY AND AT THE END OF THE JOB. THE STREET SHALL BE IN DRIVABLE CONDITION AT ALL TIMES. 6.PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS. 7.TEMPORARY "NO PARKING" SIGNS WILL BE POSTED 24 HOURS PRIOR TO COMMENCING WORK. 8.ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER ARRANGEMENTS ARE MADE. 9.THE CONTRACTOR SHALL REPLACE WITHIN 72 HOURS, ALL TRAFFIC SIGNAL LOOP DETECTORS DAMAGED DURING CONSTRUCTION. 10.THE CONTRACTOR SHALL REPLACE WITHIN 24 HOURS, ALL STRIPING REMOVED OR DAMAGED BY CONSTRUCTION WORK. (STRIPING MAY BE REPLACED TEMPORARILY WITH TAPE.) 11.ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (OR A REFLECTIVE VEST AT NIGHT). ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A HARD HAT, C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. 12.ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE CITY OF TEMECULA'S TRAFFIC DIVISION, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE CITY'S TRAFFIC DIVISION AT (951) 694 -6411. 13.THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS PER DAY AND 7 DAYS PER WEEK. 14.A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 15.ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. LANE CLOSURES, ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE WARNING SIGNS BE PLACED AT LEAST ONE WEEK IN ADVANCE OF STARTING CONSTRUCTION. 16.A SOLAR POWERED FLASHING ARROW BOARD SHALL BE REQUIRED ON ALL ARTERIAL STREET LANE CLOSURES. 17.IF THE PERMIT APPLICANT DETERMINES THAT CONDUIT INSTALLATION WILL BE BY THE BORING MACHINE METHOD, THE TRENCH PATCH FOR THE UTILITY OBSERVATION EXCAVATION WILL BE THE SAME AS FOR OPEN TRENCH EXCAVATION METHOD. THIS WILL PROVIDE A SINGLE CONTINUOUS SURFACE RESTORATION ELIMINATING THE MULTIPLE PENETRATION INTO THE PUBLIC ROADWAY TO ALL REQUIREMENTS IN CITY STANDARD DRAWING # 407 (SHEET 1 AND 2) FOR TRENCH PATCH. 18.ANY WORK THAT CREATES AN UNDUE SAFETY RISK OR CREATES SEVERE CONGESTION MAY BE SHUT DOWN BY CITY TRAFFIC ENGINEERS, CITY FIELD INSPECTION, OR THE POLICE DEPARTMENT. 19.CONES AND DELINEATORS SHALL HAVE REFLECTORIZED SLEEVES FOR NIGHT WORK. 20.IF PARKING IS ALLOWED IN ADVANCE WARNING AREA, ADVANCE WARNING SIGNS SHALL BE MOUNTED ON HIGH LEVEL DEVICES. APPLICANT IS RESPONSIBLE FOR FULL AND COMPLETE REPRESENTATION OF THE ACTUAL ROAD CONDITIONS SHOWN ON THIS PLAN INCLUDING, BUT NOT LIMITED TO EXISTING STRIPING, SIGNING, SIDEWALKS, AND BIKE LANES. RANCHO CALIFORNIA RD, SOUTHWEST OF BUTTERFIELD STAGE RD TRAFFIC CONTROL PLANS FOR ENGINEER'S SEALCONTRACTOR:ENGINEER'S INFORMATION CITY OF TEMECULA PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL PLANS RANCHO CALIFORNIA RD RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER DRAWING NO. 1 2 BY APPR.DATE PP REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20 AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 90% CDs JY 09.07.2023 95% CDs CKR 01.16.2024PP MARK REVISIONS A B ramiraP ARCHITECTURAL & ENGINEERING SERVICES502 N. SHERIDAN STREET, CORONA, CA 92878 FOR 2647 PERMIT NO. LD23-7274 PROJECT NO. TM14N1 EXISTING NO TURN LANE FLASHING ARROW SIGN TRAILER (TYP.) TRAFFIC CONE FLASHING ARROW SIGN (FAS) EXISTING TURN ONLY LANE BARRICADE WORK ZONE (FAS) TRAFFIC SIGNAL HIGH LEVEL WARNING DEVICE (WITH CALTRANS & MUTCD CODE) SIGN (WITH CALTRANS CODE) TRAFFIC FLOW DIRECTION FLAGGER S (HLWD) HIGH LEVEL WARNING DEVICE TRAFFIC CONE POST TUBE L WOS DAEHA (CMS) CHANGEABLE MESSAGE SIGN TRAILER (TYP.) MISCELLANEOUS DEVICES DETAIL SHEET LEGEND CONE SPACING - 25' MAXIMUM W1-6 W1-8 W4-2 NARROWS ROAD W5-1 W6-4 AHEAD LANE CLOSED CENTER W9-3 XX MPH W13-1 W1-1 W1-2 W1-3 W1-4 TO STOP PREPARED BE W3-4 W4-1 W6-3 PAVEMENT ENDS W8-3 SHOULDER SOFT W8-4 GRAVEL LOOSE W8-7 ROAD ROUGH W8-8 WORK AHEAD ROAD W20-1 AHEAD DETOUR W20-2 CLOSED ROAD AHEAD W20-3 ONE LANE AHEAD ROAD W20-4 CLOSED LEFT LANE AHEAD RIGHT W20-5 W21-1A FRESH OIL W21-2 ROAD MACHINERY AHEAD W21-3 SHOULDER WORK W21-5 CREW SURVEY W21-6 AHEAD UTILITY WORK W21-7 ROAD WORK END G20-2 DETOUR M4-8 END DETOUR M4-8A DETOUR M4-10 C9A(CA) LANE NARROW C12(CA) TRENCH OPEN C27(CA) STOP C28A(CA) SLOW C28B(CA) CLOSED LANE C30(CA) R1-1 R3-1 R3-2 W12-1 R3-4 ONLY R3-5 R3-6 TURN RIGHT M U S T RIGHT LANE R3-7 BIKE LANE R3-17 AHEAD R3-17A ENDS R3-17B R3-18 NOT PASS DO R4-1 BEGIN RIGHT TURN LANE YIELD TO BIKES R4-4 R4-7 RIGHT KEEP R4-7A RIGHT KEEP R4-7B R5-6 R9-3A SIDEWALK CLOSED R9-9 USE OTHER SIDE SIDEWALK CLOSED R9-10 CROSS HERE SIDEWALK CLOSED AHEAD R9-11 CROSS HERE SIDEWALK CLOSED R9-11A C L O S E D R O A D R11-2 ROAD CLOSED LOCAL TRAFFIC ONLY AHEAD R11-3A TO THRU TRAFFIC ROAD CLOSED R11-4 REGULATORY SIGNS WARNING SIGNS WORKING HOURS: 9:00 AM TO 2:00 PM MONDAY - FRIDAY APPROX. DURATION OF WORK: 2 DAYS TYPE OF WORK: INSTALLATION NOTE: INSTALL TEMPORARY NO PARKING 72 HOURS PRIOR TO WORK IF NEEDED INSTALL TEMP. NO PARKING SIGNS 48-72 HRS PRIOR TO COMMENCING WORK (IF REQUIRED) ENGINEER'S SEALCONTRACTOR:ENGINEER'S INFORMATION CITY OF TEMECULA PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL PLANS RANCHO CALIFORNIA RD RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER DRAWING NO. 2 2 BY APPR.DATE PP REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20 AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 90% CDs JY 09.07.2023 95% CDs CKR 01.16.2024PP MARK REVISIONS A B ramiraP ARCHITECTURAL & ENGINEERING SERVICES502 N. SHERIDAN STREET, CORONA, CA 92878 FOR 2647 PERMIT NO. LD23-7274 PROJECT NO. TM14N1 WORKING HOURS: 9:00 AM TO 2:00 PM MONDAY - FRIDAY APPROX. DURATION OF WORK: 2 DAYS TYPE OF WORK: INSTALLATION NOTE: INSTALL TEMPORARY NO PARKING 72 HOURS PRIOR TO WORK IF NEEDED 0"40'40'20' 24"x36" SCALE: 1" = 40'-0" LEGEND WORK ZONE TYPE III BARRICADE W/ SIGN TYPE III BARRICADE W/O SIGN TYPE II BARRICADE W SIGN TYPE II BARRICADE W/O SIGN CHANNELING DEVICE TRAFFIC CONE WITH CLIP ON SIGN SIGN SIGNALIZED INTERSECTION [FAS] ARROW PANEL (FLASHING ARROW) HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL) FLAGGER DIRECTION OF TRAFFIC FLOW (NOT PAVEMENT MARKING) TOW AWAT NO STOPPING ___ TO ___ (SHOW HOURS)TANS TOW AWAT NO STOPPING ANY TIMETANSAT DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) ROADWAY DESIGNATIONA N W S E 30' WORK AREA 495' BUFFER SPACE 660' MERGING TAPER MA T C H L I N E A - A ROAD WORK AHEAD W20-1 END ROAD WORK G20-2 SHARE THE ROAD W11-1/W16-1 CLOSED RIGHT LANE AHEAD C20 (RT) CLOSED BIKE LANE AHEAD C20 (BIKE) W4-2R BIKE LANE CLOSED SC11 (BIKE) CLOSED LANE C30(CA) G20-2 W20-1 C30 (CA) C30 (CA) PROVIDE FLAGGER TO MAINTAIN PEDESTRIAN ACCESS FAS 50' DOWNSTREAM TAPER 50' MIN. 350' RANCHO CALIFORNIA RD (55 MPH ) INSTALL TEMP. NO PARKING SIGNS 48-72 HRS PRIOR TO COMMENCING WORK (IF REQUIRED) ENGINEER'S SEALCONTRACTOR:ENGINEER'S INFORMATION CITY OF TEMECULA PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL PLANS RANCHO CALIFORNIA RD RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER DRAWING NO. 3 2 BY APPR.DATE PP REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20 AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 90% CDs JY 09.07.2023 95% CDs CKR 01.16.2024PP MARK REVISIONS A B ramiraP ARCHITECTURAL & ENGINEERING SERVICES502 N. SHERIDAN STREET, CORONA, CA 92878 FOR 2647 PERMIT NO. LD23-7274 PROJECT NO. TM14N1 WORKING HOURS: 9:00 AM TO 2:00 PM MONDAY - FRIDAY APPROX. DURATION OF WORK: 2 DAYS TYPE OF WORK: INSTALLATION NOTE: INSTALL TEMPORARY NO PARKING 72 HOURS PRIOR TO WORK IF NEEDED 0"40'40'20' 24"x36" SCALE: 1" = 40'-0" LEGEND WORK ZONE TYPE III BARRICADE W/ SIGN TYPE III BARRICADE W/O SIGN TYPE II BARRICADE W SIGN TYPE II BARRICADE W/O SIGN CHANNELING DEVICE TRAFFIC CONE WITH CLIP ON SIGN SIGN SIGNALIZED INTERSECTION [FAS] ARROW PANEL (FLASHING ARROW) HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL) FLAGGER DIRECTION OF TRAFFIC FLOW (NOT PAVEMENT MARKING) TOW AWAT NO STOPPING ___ TO ___ (SHOW HOURS)TANS TOW AWAT NO STOPPING ANY TIMETANSAT DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) ROADWAY DESIGNATIONA N W S E 220' SHOULDER TAPER MA T C H L I N E A - A 350'350'350' ROAD WORK AHEAD W20-1 END ROAD WORK G20-2 SHARE THE ROAD W11-1/W16-1 CLOSED RIGHT LANE AHEAD C20 (RT) CLOSED BIKE LANE AHEAD C20 (BIKE) W4-2R BIKE LANE CLOSED SC11 (BIKE) CLOSED LANE C30(CA) W20-1 C20 (RT)W11-1/ W16-1 G20-2 W4-2R 50' MIN. RANCHO CALIFORNIA RD (55 MPH ) C20 (BIKE) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 9/26/2024 Marsh &McLennan Agency LLC Marsh &McLennan Ins.Agency LLC PO Box 85638 San Diego CA 92186 Gloria Bell 858-242-5779 858-452-7530 Gloria.Bell@MarshMMA.com License#:0H18131 Greenwich Insurance Company 22322 HPCOMMU1 The Continental Insurance Company 35289HPCommunicationsInc. 13341 Temescal Canyon Road Corona,CA 92883 XL Specialty Insurance Company 37885 Atlantic Specialty Insurance Company 27154 2119171725 A X 2,000,000 X 300,000 X BI/PD Ded:10,000 10,000 2,000,000 4,000,000 X Y Y CGS745990904 7/15/2024 7/15/2025 4,000,000 A 2,000,000 X X $10k Ded. N N CAS742915801 7/15/2024 7/15/2025 See Attached for Hired Auto Physical damage B X 10,000,000 X N 6072189359 7/15/2024N 7/15/2025 10,000,000 X 10,000 C X N N CWG745990804 7/15/2024 7/15/2025 Deductible:N/A 1,000,000 1,000,000 1,000,000 D Contractors Equipment Floater -ACV 7100336610011 7/15/2024 7/15/2025 Scheduled:$7,134,389 Rented:$200,000 Item Deductible:$2,500 City of Temecula is included as Additional Insured per the attached.Insurance is Primary and Non Contributory.Waiver of Subrogation applies. City of Temecula 41000 Main Street Temecula CA 92590 AGENCY CUSTOMER ID: LOC #: ADDITIONAL REMARKS SCHEDULE Page of ADDITIONAL REMARKS ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY Marsh & McLennan Agency LLC NAMED INSURED POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability 2 2 HP Communications Inc. ADDITIONAL COVERAGE Professional Liability Carrier: Berkley Assurance Company Policy #:PCADB50253960724 Term: 7/15/24 - 7/15/25 $5,000,000 Each Claim Limit / $5,000,000 Aggregate $25,000 Deductible Each Claim Pollution Coverage Carrier: Berkley Assurance Company Policy #: PCADB50253960724 Term: 7/15/24 - 7/15/25 $10,000,000 Each Claim Limit / $10,000,000 Aggregate $50,000 Deductible Each Claim Crime Coverage Carrier: Travelers Cas & Surety Co of America Policy #:105983294 Term: 7/15/24 - 7/15/25 Employee Theft of Client Property: $1,000,000; $10,000 Retention Fiduciary Limit: $1,000,000; $0 Retention Installation Floater / Property Coverage Carrier: Atlantic Specialty Insurance Company Policy #:7100336610011 Term: 7/15/24 - 7/15/25 Actual Cash Value $2,000,000 Limit w/ $2,500 Deductible Business Personal Property Coverage: $556,600 Limit w/ $1,000 Deductible Business Interruption / Extra Expense Coverage: $500,000 Limit Cyber Liability Carrier: Travelers Excess and Surplus Lines Company Policy #: CYB10807181400 Term: 7/15/24 - 7/15/25 Aggregate Limit: $1,000,000 Retention: $25,000 Auto Hired Auto Physical Damage (Comp. & Collision): $100,000 Limit Comp. Deductible: $2,500; Collision Deductible: $2,500 Hired / Borrowed Auto Liability: $1,000,000 Limit Non-Owned Auto Liability: $1,000,000 Limit Employment Practices Liability Insurance Carrier: Associated Industries Insurance Co., Inc. Policy #: ANV115282A Term: 7/15/24 - 7/15/25 $1,000,000 Limit $100,000 Deductible Claims Made Policy Prior and Pending Date: 7/25/2017 XIL 2037-0704 (Ed. 0413) © 2013, XL America, Inc. Page 1 of 1 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Information required to complete this Schedule, if not shown above, will be shown in the Declarations. is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". All other terms and conditions of this policy remain unchanged. INSURED: POLICY#: POLICY PERIOD: TO: HP Communications Inc. 07/15/202507/15/2024CGS745990904 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page of CG 24 04 12 19 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV – Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Name Of Person(s) Or Organization(s): 1 1 ALL PERSONS OR ORGANIZATIONS WHERE THE NAMED INSURED HAS AGREED, BY WRITTEN CONTRACT EXECUTED PRIOR TO THE DATE OF THE OCCURRENCE, TO WAIVE RIGHTS OF RECOVERY AGAINST SUCH PERSON OR ORGANIZATION. INSURED: POLICY#:POLICY PERIOD: TO: HP Communications Inc. 07/15/2024CGS745990904 07/15/2025 XIL 424 0605 ©, 2005, XL America, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY INSURANCE CLAUSE ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS COVERAGE PART It is agreed that to the extent that insurance is afforded to any Additional Insured under this policy, this insurance shall apply as primary and not contributing with any insurance carried by such Additional Insured, as required by written contract. All other terms and conditions of this policy remain unchanged. INSURED: POLICY#: POLICY PERIOD: TO: Where required by written contract HP Communications Inc. CGS745990904 07/15/2024 07/15/2025