Loading...
HomeMy WebLinkAboutIE94414A - CA45527-A-03_100%_CD__20210715 (11X17)_v1-APPROVED BUILDING DIVISION Permit# BLDG 2021-1514 Date: 08/02/2021 9:45:37 AMIlk No 4 M A lk T Mobile BAP, 3257 EAST GUASTI ROAD,SUITE 200 ONTARIO,CA 91764 APPROVED T-MOBILE SITE ID: IE94414A SBA � PROJECT: ANCHOR 959 SOUTH COAST DR,SUITE 200 COSTA MESA,CA 92626 SITE CONFIGURATION: 5A998C ODE+6160 3HCS SITE NAME: IE94414A M SQWIAR •J RELESS 1387 CALLE AVANZADO SBA SITE ID: CA45527 A 03 SAN CLEMENTE CA 92673(949)391-6824 SITE TYPE: MONOPINE DRAWN BY: DGM SITE ADDRESS: 16401 LAKESHORE DR, LAKE ELSINORE, CA 92530 CHECKED BY: MM SITE INFORMATION VICINITY MAP PROJECT DESCRIPTION DRAWING INDEX PROPERTY OWNER: MACHADO STORAGE LLC �� T-MOBILE PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION.THE SCOPE WILL CONSIST OF .t O THE FOLLOWING: SHEET NO: SHEET TITLE 16401 LAKESHORE DR, a, LAKE ELSINORE,CA 92503 U.S.Postal Service jai �5} REMOVE (6) EXISTING T-MOBILE PANEL ANTENNAS;(1)PER SECTOR T-1 TITLE SHEET REMO 1)PER SECTOR Circle (d�PshO� /ry RRE VEEMMOVE OVE (3) EXISTINGT-MBI EX STING BLIERUS016OAX IABFEROMWITHIN TINGCABLE ROUTE GN-1 GENERALNOTES APPLICANT: T-MOBILE WEST CORPORATION 9 P () CUP CONDITIONAL USE PERMIT B 07/02/2021 100%CD'S FOR SUBMITTAL dDGM ADDRESS: 3257 EAST GUASTI ROAD,SUITE 200 Convenience store �' �� g ONTARIO,CA 91764 �c INSTALL (3) NEW T-MOBILE ERICSSON AIR 6449 B41 PANEL ANTENNAS;(1)PER SECTOR A-1 SITE PLAN&ENLARGED SITE PLAN A 02/09/2021 90%CD' FOR REVIEW INSTALL (3) NEW T-MOBILE COMMSCOPE FFV4-65B-R3-V1 PANEL ANTENNAS;(1)PER SECTOR A-2 EQUIPMENT LAYOUTINSTALL (3) NEW T-MOBILE ERICSSON RRU 4424 B25 @ ANTENNA LEVEL;(1)PER SECTOR REV DATE DESCRIPTION LAT/LONG TYPE: NAD-83 Q Sl —� INSTALL (3) NEW T-MOBILE ERICSSON RRU 4415 B66A @ANTENNA LEVEL;(1)PER SECTOR A-3 ANTENNA LAYOUT LATITUDE: INSTALL (1) NEW T-MOBILE 6160 EQUIPMENT CABINET @ GROUND LEVEL 33.68847000 Q U-Haul EBZycuts INSTALL A-4 ELEVATIONS (1) NEW T-MOBILE B160 BATTERY CABINET @ GROUND LEVEL LONGITUDE: -117.37461000 LE Advanced Techs Neighborhood Deal r barbering stufios INSTALL (1) NEW T-MOBILE PSU 4813 WITHIN NEW EQUIPMENT CABINET A-5 ELEVATIONS • INSTALL (1) NEW T-MOBILE IXRE WITHIN NEW EQUIPMENT CABINET ZONING JURISDICTION: CITY OF LAKE ELSINORE Machado Storage Q 5 3�' INSTALL (3) NEW T-MOBILE 6x12 HCS 30M 6AWG ALONG EXISTING CABLE ROUTE D-1 DETAILS QQ QC ESS+IQ/�/A a0 0 G-1 GROUNDING DETAILS Q`` ZONING CLASSIFICATION: C1 COMMERCIAL 4a EXISTING ANTENNA MOUNT TO BE MODIFIED PERTOWER ENGINEERING SOLUTIONS DRAWINGS ♦-O '` N INI�-Q� CURRENT USE: UNMANNED TELECOMMUNICATIONS FACILITY �'S RIVERA SMOG CHECK Q v DATED:0 710 2/2 0 21. TOWER ENGINEERING SOLUTIONS MOUNT MODIFICATION T-1 TITLE SHEET y O-LCCC"' D2 G1� ASSESSOR'S PARCEL NO.: 379-250-045 PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY Rite Aid BOM BILL OF MATERIALS �a Vi TYPE OF CONSTRUCTION: V-B P Drug store 'FPgho^ GENERAL NOTES GN-1 GENERAL NOTES LU 505 7 Knobby Shop South(Dirt oo� P6 A-1 ANTENNA MOUNT MODIFICATION DETAILS OCCUPANCY GROUP: B Bike Rentals... a`�Y Stepping Stones THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS q_2 ANTENNA MOUNT PHOTOS Mo REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE.A Preschool and Child Care TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT MS-CHB350-2875 METROSITE CROSSOVER CHANNEL BRACKET KIT EXP.DATE`06/30/2023 RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY SEWER SERVICE, MS-HRCP-35 METROSITE SUPPORT RAIL CENTER PIPE KIT 9,• CI v 1� O H- POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. 0a MS-H1436 METROSITE HEAVY COLLAR MOUNT PLATE ASSEMBLY OF PROJECT CAt�F PROJECT TEAM �a 5 MPHW-1 METROSITE HEAVY COLLAR MOUNT PLATE WELDMENT N DATE SIGNED:07/15/2021 qo adm dui MS-TAW-350R0 METROSITE ROTATABLE T-ARM KIT q a�g IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY D CONSTRUCTION MANAGER: "r� %i. ENGINEERING ARE ACTING UNDER THE DIRECTION THIS A LICENSED CLIENT REPRESENTATIVE: u� Q Q PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. T-MOBILE WEST CORPORATION T-M081LE WEST CORPORATION S� 3257 EAST GUASTI ROAD,SUITE 200 QW E 3257 EAST GUASTI ROAD,SUITE 200 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ONTARIO,CA 91764 ONTARIO,CA 91764 n Q D A yr' ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS T-MOBILE PROJECT MANAGER: RF ENGINEER: y ParkVieW villas S ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. T-MOBILE SITE ID:IE94414A T-MOBILE WEST CORPORATION T-MOBILE WEST CORPORATION I brown rim ,v`oc 2019 CALIFORNIA BUILDING CODE SITE NAME:IE94414A 3257 EAST GUASTI ROAD,SUITE 200 3257 EAST GUASTI ROAD,SUITE 200 CITY/COUNTY ORDINANCES ADDRESS:16401 Lakeshore Dr ONTARIO,CA 91764 ONTARIO,CA 91764 BUILDING OFFICIALS&CODE ADMINISTRATORS(BOCA)CO APPROVALS LAKE ELSINORE,CA 92530 CONTACT:BRIGITTE FOLIA 2 M SQUARED WIRELESS: 20 DRIVING DIRECTIONS 019 MECHANICAL CODE EMAIL:BRIGITTE.BYERS@T-MOBILE.COM 1387 CALLE AVANZADO 19FIRECODE MONOPINE PROJECT MANAGER: SAN CLEMENTE,CA 92673 2019 PLUMBING CODE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE THE SUBCONTRACTO SBA SITE ID:CA45527-A-03 JENA ERTEL 2019 ELECTRICAL CODE TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING CODE• SITE DEVELOPMENT SPECIALIST II J LOCAL BUILDING DEPARTMENT&MAY IMPOSE CHANGES OR MODIFICATIONS. 959 SOUTH COAST DR,SUITE 200 Fff]r T-MOBILE RF ENGINEER: DATE: COSTA MESA,CA 92626 SHEET TITLE T-MOBILE OPERATIONS: DATE: #r' TITLE SHEET DO NOT SCALE FT l y7 SITE ACQUISITION: DATE: ILI DRAWINGS CONSTRUCTION MANAGER: DATE: ; SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING ° PROPERTY OWNER: DATE: SHEET NUMBER CONSTRUCTION DRAWING DIMENSIONS&FIELD CONDITIONS ON THE JOB SITE&SHALL CaIree T 1 IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY 1-800-422-422-4133 ZONING: DATE: _ DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE 2W,nting Da p!:r,Yo Dig ANDROID&IPHONE USERS:POINT CAMERA AT THE OR CODE TO RECEIVE RESPONSIBLE FOR SAME. IF USING 11"X17"PLOT,DRAWINGS WILL BE HALF SCALE DIRECTIONS FROM T-MOBILE WEST CORPORATION,ONTARIO,CA 91764 of somesa+cw�Fos.a PROJECT MANAGER: DATE: GENERAINNft�UIh \/ AI ELECTRICAL NOTES: GROUNDING NOTES: 1. FOR S THE FOLLOWING DEFINITIONS SHALL APPLY: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL 1. COMPRESSION CONNECTIONS(2),2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO E A ACTOR- Qf CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY GROUNDING BAR.ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL Permit U PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY EXOTHERMICWELD. 'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE,AFTER THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND D ate:2.p j B ET S&V...ON THE DRAWINGS AND T-MOBILE PROJECT SPECIFICATIONS. PROCEED WITH THAT PORTION OF WORK,UNTIL THE'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE LABEL EACH SECTION("P","A","N","I")WITH 1"HIGH LETTERS. T • ■Mobile• . • 3. THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL ACTIONS TO BE TAKEN. 3. ALL HARDWARE 18-8 STAINLESS STEEL,INCLUDING LOCK WASHERS,COAT ALL SURFACES CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR AND 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.ALL HARDWARE SHALL BE STAINLESS SUBCONTRACTOR AL E PONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS,FIELD AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF.ALL STEEL 318 INCH DIAMETER OR LARGER. CONDITIONS, DIM NS, CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO (E)CONDITIONS OF ELECTRICAL EQUIP.,LIGHT FIXTURES,ETC.,THAT ARE PART OF THE FINAL SYSTEM,SHALL BE 4. FOR GROUND BOND TO STEEL ONLY:INSERT CADMIUM FLAT WASHER BETWEEN LUG AND 3257 EAST GUASTI ROAD,SUITE 200 PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE VERIFIED BY THE CONTRACTOR,PRIOR TO THE SUBMITTING OF HIS BID.FAILURE TO COMPLY WITH THIS PARAGRAPH STEEL,COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ONTARIO,CA 91764 ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING 5. NUT 8,WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED 4. ALL MATERIALS FURNISHED D INSTALLED SHALL BE�BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, SYSTEM. ON THE BACK SIDE. RGA NGT pEAN S,NK EIONS,TOR HALL ANDISSUE LAWFULLORDERSP OF7AN OPICES UBLIC AAND UTHOORITY LY 3 OCAL WORK ORD ORDINANCESSHALL OF THELOCAL POWER ACCORDANCE B TELEPHONE COMPANIES HAVING JEST EDITION OURSDECTION AND SHALL CODES INCLUDE 6 LOCATION,AND GROUNDING ECT ON ORIENTATION.VARY DEPENDING ASN THE TYPE REQU REQUIRED. TOWER,ANTENNA �VVV/ BUT NOT BE LIMITED TO: 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN(E) 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS C-NATIONAL FIRE CODES TOWER,THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO AND LOCAL JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE REGULATIONS. A. UL-UNDERWRITERS LABORATORIES MOUNTING THE GROUNDING BAR TO THE TOWER. 6. UNLESS NOTED OTHERWISE THE WORK SHALL INCLUDE FURNISHING MATERIALS EQUIPMENT APPURTENANCES B. NEC-NATIONAL ELECTRICAL CODE 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. ELECTRICAL CODE(NEC),NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)780(LATEST 7. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS D. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT EDITION),AND MANUFACTURER. L OTHERWISE NOTED.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN E. SBC-STANDARD BUILDING CODE EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL SITE WORK&DRAINAGE SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,THE SUBCONTRACTOR SHALL BE EQUIPMENT,AND CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES AND LOCATIONS WHEN NEEDED. 959 SOUTH COAST DR,SUITE 200 RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE 5. (E)SERVICES:CONTRACTOR SHALL NOT INTERRUPT(E)SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. ppR71-GENERAL COSTA MESA,CA 92626 WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.CONTRACTOR IS TO OBTAIN DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. CLEARING,GRUBBING,STRIPPING,EROSION CONTROL,SURVEY,LAYOUT,SUBGRADE PREPARATION AND FINISH GRADING AS THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S CONTRACTOR SHALL FURNISH AND INSTALL. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE:LUG SIZE 1.1 REFERENCES: 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS.THE SUBCONTRACTOR RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' 1. DOT REFERENCES: DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. CONFIRMATION, ETC... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION EDITION). 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,ADJACENT AREAS AND BUILDING MANAGER,PRIOR TO BEGINNING ANY WORK. B. ASTM(AMERICAN SOCIETY FOR TESTING AND MATERIALS). OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO 9. MINIMUM WIRE SIZE SHALL BE#12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE.ALL C. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). M S//�\U A R ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION, CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. �� 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY WITH THREADED HUBS IN WET/DAMP 1,21NSPECTION AND TESTING: 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. WIRE LES S WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.CONTRACTOR IS A FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDICATED ON THE DRAWINGS. EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL INDEPENDENT TESTING LAB.THIS WORK LE 8E COORDINATED 8Y THE SUBCONTRACTOR. 1387 C A L L E A V A N Z A D O 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL SAN CLEMENTE CA 92673(949)391-6824 INSPECTION OF THE WORK WITH SPECIFIC CONCERN PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR SUBCONTRACTOR SHALL KEEP AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DEBRIS. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED,AS REQUIRED BY SPECIFICATIONS, CALLED FOR ON THE DRAWINGS.IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BYLIGHT SHADED LINES AND NOTES.THE SCOPE WORK FOR SET FORTH BY T-MOBILE. TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. THIS PROJECT IS REPRESENTED BY DARK SHADED LINES THE AND NOTES.SUBCONTRACTOR SHALL NOTIFY THE GENERAL 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,WORKMANLIKE CONTRACTOR OF ANY (E) CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE BEGINNING MANNER.THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND 1.3 SITE MAINTENANCE AND PROTECTION: CONSTRUCTION. APPROVAL BY CONSTRUCTION MANAGER. A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF SUBCONTRACT. COMMENCEMENT OF WORK. CONSTRUCTION. B. AVOID DAMAGE TO THE SITE AND TO(E)FACILITIES,STRUCTURES,TREES,AND SHRUBS DESIGNATED TO REMAIN.TAKE 16. THE SUBCONTRACTOR SHALL PROTECT(E)IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. THAN ONE YEAR FROM DATE OF ACCEPTANCE. PROTECTIVE MEASURES TO PREVENT(E)FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE DRAWN BY: DGM 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION,WHICH MAY HAVE BEEN C. KEEP SITE FREE OF ALL POOLING WATER. THE SITE AND/OR BUILDING. DAMAGED THEREIN. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES,WARNING SIGNALS AND SIMILAR DEVICES NECESSARY 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND CHECKED BY: MM CONSTRUCTION UNTIL JOB COMPLETION. ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION.REMOVE ALL SUCH 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL 18. PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND DEVICES FOR ALL OUTLETS DEVICES UPON COMPLETION OF THE WORK. REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. AS INDICATED. F. (E)UTILITIES:DO NOT INTERRUPT GI UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS,EXCEPT WHEN 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING 19. DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS BEEN PROVIDED. WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 'EXCAVATION,AND BACKFILLING. • PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE 22. ALL(E)ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES,AND 20. MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE(N)AND SHALL APPEAR INTERRUPTING ANY UTILITY SERVICE. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY THE ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC,NEMA AND ARCHITECT/ENGINEER.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR IECE. DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING ENVIRONMENTAL NOTES WORKING CREW.THIS SHALL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION,B)CONFINED SPACE,C) FIXTURES,SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE CONTRACTOR SHALL BE ELECTRICAL SAFETY,D)TRENCHING&EXCAVATION. TO INSTALLATION. RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 23. ALL(E)INACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND THE WORK,SHALL BE REMOVED,CAPPED,PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES,ROADWAYS AND B 07/02/2021 100%CD'S FOR SUBMITTAL DGM INTERFERE WITH THE EXECUTION OF THE WORK,AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER,AND 'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES.ALL ELECTRICAL 3. CONTRACTOR SHALL INSTALUCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE A 02/09/2021 90%CD's FOR REVIEW DGM 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT EROSION. 24. DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK ENCLOSURES,AS 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE REV DATE DESCRIPTION BY 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE(E)SITE DURING CONSTRUCTION.EROSION CONTROL REQUIRED BY EXPOSURE TYPE. MEASURES FOR CONTROLLING EROSION.ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE SUBJECT TO EROSION. JURISDICTION FOR EROSION AND SEDIMENT CONTROL. A"BY DEARBORNE CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE CONNECTING.EXPOSED COPPER SURFACES, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING.FROZEN MATERIALS,SNOW OR ICE INCLUDING GROUND BARS,SHALL BE TREATED-NO SUBSTITUTIONS. CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 26. RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2-1990.CONTRACTOR SHALL 6. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A c 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS-200 LBS MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ES PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN 7, SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS Q�QFA SlO�rq SPACE.ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL SPECIFIED,SHALL MEET UL-6 FOR GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. tt--O P,w PRE-APPROVED BY THE LOCAL JURISDICTION. RIGID CONDUIT.COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD GALV. 8. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED 28. ALL NECESSARY RUBBISH STUMPS DEBRIS STICKS STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. G� BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL y Q� 0y SITE AND DISPOSED OF IN A LAWFUL MANNER. 28. CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN INSULATION,800 VOLT, LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS 29. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS,AND OTHER DOCUMENTS COLOR CODED.USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO.8 AWG.USE STRANDED CONDUCTORS m LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES,STRAW SHALL 8E TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO FOR WIRE ABOVE NO.8AWG. w 505 7 70 PAYMENT. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON BALE SEDIMENT BARRIERS,AND CHECK DAMS. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON CONNECTORS FOR NO.10 AWG AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO.8 AWG AND 9. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. LARGER. QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN,ELONGATED OR 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 30. SERVICE:240/120V,SINGLE PHASE,3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY.OWNER OR OWNERS LAMINATED PIECES,DISINTEGRATED MATERIAL,ORGANIC MATTER,OIL,ALKALI,OR OTHER 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE,AND IS AGENT WILL APPLY FOR POWER. DELETERIOUS SUBSTANCES EXP.DATE:O6/30/2023 NOT FOR HUMAN HABITAT(NO HANDICAP ACCESS REQUIRED). 31. TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON -^ a� 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,APPROXIMATELY 2 TIMES PER MONTH,BY DRAWINGS. clvl\- T-MOBILE TECHNICIANS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF Z DEPTH. gTF�F'C�`�FO 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12"BELOW GROUND AND DIRECTLY 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ"CAUTION BURIED ELECTRIC" OR T-MOBILE GROUNDING STANDARD"TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" "BURIED TELECOMM". DATE SIGNED:0 711 5/2 02 1 AND"TECHNICAL SPECIFICATION FOR FACILITY GROUNDING".IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION 34. ALL BOLTS SHALL BE STAINLESS STEEL SPECIFICATION AND THE DRAWINGS,THE DRAWINGS SHALL GOVERN. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY 36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR ARE ACTING UNDER THE DIRECTION OF A LICENSED CONSTRUCTION,IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT,THEY MUST NOTIFY THE GENERAL CONTRACTOR PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. IMMEDIATELY. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE T-MOBILE SITE ID:IE94414A SITE OWNER.CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. SITE NAME:IE94414A 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND ADDRESS:16401 Lakeshore Dr REQUIREMENTS. LAKE ELSINORE,CA 92530 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MONOPINE 41. NO NOISE,SMOKE,DUST,OR VIBRATIONS WILL RESULT FROM THIS FACILITY.(DISREGARD THIS NOTE IF THIS SITE HAS AGENERATOR) SBA SITE ID:CA45527-A-03 42 NO ADDITIONAL PARKING TO BE PROPOSED.(E)ACCESS AND PARKING TO REMAIN,UNLESS NOTED OTHERWISE. 41 NO LANDSCAPING IS PROPOSED AT THIS SITE,UNLESS NOTED OTHERWISE. SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 BUILDING DIVISION Permit# BLDG 2021-1514 rriid� Date: 08/02/202p1 9:4p5:37 AM T - •Mobile' - BAP, 3257 EAST GUASTI ROAD,SUITE 200 ONTARIO,CA 91764 APPROVED SBA 959 SOUTH COAST DR,SUITE 200 COSTA MESA,CA 92626 1 � r,-- . CONDITIONS OFAPPROVAL FOR MINOR DF.S[CV RF.VIEW.M00.1. _ CONDITIONAL USE PERMIT NO.00.1 FOR A I'GLEC OMSII,'NICTION NACD-1TY /!�l //•f OPERATEDBVNEXTEL COMMt:NK:At IONS INC. //\� �I L / 1 '• �L' } Cr / E r LOCATED AT 16401 LAKESHORE DRIVE E�� Lt of-fake �.��o�� M S UAR �� :-){o+rrc of rk'r r�tamond�3'eadlurn� d{omz u`FIia�nnee..d Ctaderun• WIRELESS PLANNING DIVISION l � 7387 CALLE AV ANZADO 1. Minor Design Review,M 00.1 atd Conditional Use Perish No.W1 approval will lapse and SAN CLEMENTE CA 92673(949)391-6824 be void unless building petntits are issued within one(1)year of Planning Commission approval.An extension of time,up to one(1)year par extension,may be granted by the Community Dovelupmem Dirmlor or designee prior to the expiration of this approval upon application by the applicant one(1)month prior to expiration. August 10,2000 2. These Conditions of Approval shall be reproduced upon Page One of Building Plans prior April 18,2000 to their accept®cc by the Division of Building and Safety. 3. All site improvements shall be constructed as indicated on the approved site plan and DRAWN BY: DGM Ms,Barbara Saito elevations.Revisions to approved site plena or building elevations shall be subject to the Nextel Commnnicalons,Inc, discretion of the Community Development Director or designee.All plans submitted for Building Division Plan Check shall conform with the submitted plain or as modified by CHECKED BY: MM 310 Commerce Barbara Saito Conditions of Approval,or the Planning Commission through subsequent action. Irvine,CA 92620 Nextel Communications,hic. 17275 Dorian Avenue 4. Minor Design Review,M 00-1 and Conditional Use Permit No.00.1 approval shall be re- Irvine,CA 92614 reviewed within five(5)years(April 5,2005)to investigate whether other smaller,less A sually impacting cummuniculitms eyuipmenl is availahlc.If thus 6 found to be the case, Subject Amendment No.t to Minor Design Review,M 00-1 and Conditional use at tte end of five(5)years the applicant and/or operator shall be teguirod to work with t s Permit No. 00-1 for a Telecommunication Facility Located at 16401 Community Development Director,to detenuine the feasibility of upgrading the facilities. Lakeshore Drive(APN 379-250-044,045,030) Subject: Minor Design Review,M 99-1, and Conditional Use Permit No.00-1 fors S. The monopole(non opine)shall be enclosed with a 6'wrought iron fence and 6'wrought Telecommunication Facility located at 16401 Lakeshore Drive(APN 379-250-044, . • von gate.Chain link or barb wire are not allowed. Dear Ms.Salto, i 045,030) 6. Any violation or non-compliance with the Conditions of Approval shall be cause for the Congratulations! The Community Development Txpattment has approved your Dear Ms.Saito, revocation of this Minor Design Review and Conditional Use Permit. Amendment to Minor Design Review,M 00-1 and Conditional Use Permit No.M-1. "Acknowledgmenta o7/ov2ozl 100%CD'S FOR SUBMITTAL DGM This approval is subject to the attached Conditions of Approval, At their regular meetin held on April 2000,the Lake Elsinore Planning Commission approved 7. The applicant shall sign end submit thebuilding pmits. of Conditions"statement ro the ] ppg PD ng pP Planning Division prior to obtaining building permits. I 02/09/2021 90%CD'S FOR REVIEW DGM the above project,subject to the al(actted Conditions of Approval. Enclosed you will find a copy of the staff report, appNYed plans, Conditions Of 8. tithe event the telecommunication facility ceases to operate,the applicant orproperty owner REV DATE DESCRIPTION BY Approval,and Acknowledgment of Conditions. Please be aware that you can not Please return the Acknowledgment of Conditions as soon as possible ar this is related to,your final shall remove the m000pole/monopioe wad revert the site m its original state at the discretion of the Commuudty Development Director or Designee. obtain building finals until the Acknowledgment of Conditions is signed and approval.If you have any questions,please do not hesitate to contact the Plaruting Division at(909) returned. If you have any questions,please do not hesitate to contact the Planning 674-3124 extension 277. 9. The applicant agrees to allow ter-location of other amenna equipment by other wireless Division at(909)674-3124 extension 277. communication carriers at these sites when applications are received by the City and it is Sincerely, . considered feasible,subject to agreements between the applicant,other carriers and the �OFESS1 Sincerely, property—swesI,—. t- Q Az CfI'Y OF LAKE ELSINORE 10. The applicant shall construct the monopole(monopino)with an additional s'of imitation �Q�`OQv W� T�y�l/ CITY OF LAKE ELSINORE � pine branches(for a total height of g3')tapering to the top to create a mom natural looking /� 2 tree,� v � Morhika Hemmings It. Tlw applicant shall obtain a reciprocal access agreement from the property owner prior to � 505 7 Momka Hennings Community Developmertl Secretary 12. The uppliarnr shoo be rryurred to mainrmm and/or repair the:eleromummtfnn facrliry Community Development Secretary Induct dreg the mewapolr per the disc mimn of the CommimayDevelopment Director.or his EXP.DATE:O6/30/2023 Desi Cc: Gary and T my Pebley,16401 Lakeshore Drive Lake Elsinore,CA 92530 CiV%1_ �a • Cc: Gary and Terry Pebley,1(d01 lakeshom Drive,Lake Elsinore,CA 92530 , 9�FOF CA1-�F� DATE SIGNED:07/15/2021 1 0 eSOu�i eV.1n eSlteef,la4ra��sina tie, REVISION DEFINITIONS: "ImlaT"denote m add.lm b the wurd,nr of fie i'ncdili,n,m Apprm .a IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY 3 eCf 9f53o •7 f�Re,.r:(9o9)674-3rs4 13—(909)674 P99 r3o-Soatfi =41-4-ateaee,ln,�e FP more,e.4 99530 •17etalif e:(9a9)674-3/z4 �—,(9o9)674-299 ..smekwoaga"drnaes a deleuos in dre aru ARE ACTING UNDER THE DIRECTION OF A LICENSED Purring Commission PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. T-MOBILE SITE ID:IE94414A SITE NAME:IE94414A ADDRESS:16401 Lakeshore Dr LAKE ELSINORE,CA 92530 MONOPINE SBA SITE ID:CA45527-A-03 SHEET TITLE CONDITIONAL USE PERMIT SHEET NUMBER CUP NOTES: BUILDING DIVIS{�AycA�T OF ER: �i bN IlE91'x^1®ILE,DE138LNI STANDA�p CATION - O71JZII7G INFORMAT ONIOBTAINED NGS WASFROM PUBLIPREPAREC {RADIO F V��}J,.�,A C Rq AN E ,IT��II T,,��EE f�Q� ENTS MADE AVAILABLE ON JURISDICTION T Da[�BC N/ IOF�*496hT57 GdBBHI^E. M SQUARED WIRELESS CANNOT i • -Mobile JOBSE �*aa AAAAAA �7A TYMhh- LLdd !!Yd °CCURACY OF THE DATA AND REQUIREMENTS IMPOSED BY STATE OR INFORMATION u DEPICTED AND HEREBY FEDERAL REGULATORY AGl Df"�IES/�_ EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE TRUTH, VALIDITY, INVALIDITY, 3257 EAST GUASTI ROAD,SUITE 200 TNUURACY OF ANY SAID DATA ONTARIO,CA 91764 ADDED OR REMOVED AS PART OF THE NEW AND INFORMATION.THE PARCEL LINES ON MAPS INSTALLATION. ARE FOR ILLUSTRATION PURPOSES ONLY AND lPrN ENDED TO BE USED AS A SURVEY 3. THESE DRIG CUR NT L DJ1 ITH ALL tj0RIZ DC USE OR TRANSMISSION F THE BEEPTS RESPONSIBILITY FOR T 000[[[[[[ PROPERTY LINES,EASEMENTS,SETBACKS,AND ANY SUCH DATA OR INFORMATION IN ITS ACTUAL EXISTING CONDITIONS ARE APPROXIMATE AND OR ALTERED FORM. SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. SBA 959 SOUTH COAST DR,SUITE 200 - \ 1 COSTA MESA,CA 92626 L M SQUAR 'J +\ / WIRELESS EXISTING BUILDING,TYP. +\+\ x' A\. 1387 CALLE AVANZADO , I SAN CLEMENTE CA 92673(949)391-6824 \ A� I A"SECTO ♦ +\ R@100^ x x—x—x—x—x—x—x—x—x—x—x—x—x—x—x— x ENLARGED SITE PLAN, - ♦ / � +\ -x—x—x—x—x—x—x—x—x—x—x—x—x— —x—x—x—x—x—x—x— — DRAWN BY'. DG _- SEE REFERENCE: x /' - ♦♦ —EXISTING+\+\ /,, /' I x T MOBILE 1,2 CHECKED BY: MM OO ♦ _ +\ /' 1,2 EXISTING T-MOBILE EQUIPMENT LAYOUT A-2 _ ♦ - A-3 ANTENNA LAYOUT I■ ' I B 07/02/2021 100%CD's FOR SUBMITTAL DGM -- Q- 7. __ / / I ■ A 02/09/2021 90%CD'S FOR REVIEW DGM - _ -=Q�/ - __ - /' /i I' , ■ REV DATE DESCRIPTION BY Ll _ - APN:379-250-045 '�/ ■ ■ O 1^. L� A, /'' EXISTING I t ■ f 1 Qx� M1 WH,Y4 e BUILDING,TY I ��■ ■■■■■■■ 1100 I � Lu I A\ A +\ EXP.DATE:O6/30/2023 � c1W_ ova FCF CAI-�F DATE SIGNED:07/15/2021 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY EXISTING SPRINT A� ARE ACTING UNDER THE DIRECTION OF A LICENSED/ PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. 010 EQUIPMENT AREA T-MOBILE SITE ID:IE94414A SITE NAME:IE94414A W , ADDRESS:16401 Lakeshore Dr Z z LAKE ELSINORE,CA 92530 MONOPINE SBA SITE ID:CA45527-A-03 ; µ / LU 0- APN:379-250-045 SHEET TITLE / a EXISTING TREE,TYP. ' / N I N ENLARGED SITE PLAN GW EC V- E ,�e D�yv S SHEET NUMBER S SITE PLAN 241x36 SC LE ," - 2D'-O" 10' 20' 4 1 ENLARGED SITE PLAN 24x35" SCALE 3/,6" - ,'-D" 0„ 2' 4' 8 A-1 11"x17" SCALE: 1" = 40'-O" 11"x 17" SCALE: 3/32" = V-0" ® 2 E. 1. DRAWINGS AR QAUD CFZ7CISTIRf, DIVISION NOTE: e�QQ�� �1 IB�f�i 2 21-1514 1. DRAWINGS ARE BASED OF EXISTING IYD1 C R®{[F@IV'1(�LDS CONTRACTOR TO VERIFY DOCUMENTS,PLANS& FIELD CONDITIONS PRIOR TO CONST UCTION. CONDITIONS PRIOR TO CONSTRUCTION. T a TN 4 :37 AM 2 EXS ING.ROUTINIGONPLANS SHOWNi • •MobilNG TO FOLLOW e GENERICALLY.CONTRACTOR TO VERIFY GENERICALLY.CONTRACTOR TO VERIFY EXISTING BEST ROUTE TO SOW EXISTING BEST ROUTE TO FOLLOW. 3. EQUIPMENT ON MONOPOLE IWP 3. EQUIPMENT ON MONOPOLE NOT SHOWN 3257 EAST GUASTI ROAD,SUITE 200 FOR CLARITY. ONTARIO,CA 91764 APPROVED SBA ® 959 SOUTH COAST DR,SUITE 200 COSTA MESA,CA 92626 11'-0" 11'-0" EXISTING T-MOBILE EQUIPMENT/LEASE AREA EXISTING T-MOBILE EQUIPMENT/LEASE AREA M S Q U A RgEp EXISTING H-VAC,TYP. EXISTING H-VAC,TYP. WIRELESS / 1387 CALLE AVANZADO EXISTING WOODEN FENCE EXISTING WOODEN FENCE SAN CLEMENTE CA 92673(949)391-6824 EXISTING T-MOBILE FEEDLINES TO BE REMOVED: EXISTING T-MOBILE (3)1-5/8"COAX FEEDLINES TO REMAIN: (1)6X12 HCS EXISTING T-MOBILE (9)1-5/8"COAX FEEDLINES TO REMAIN: im EXISTING T-MOBILE (1)6X12 HCS EXISTING T-MOBILE i NEW T-MOBILE 13160 6,g DRAWN BY: DGM ICE BRIDGE (9)1-5/8"COAX l l i BATTERY CABINET ICE BRIDGE 1 I I D-1 NEW T-MOBILE CHECKED BY: MM FEEDLINES TO BE y. CABINET W/THE760 7-g c ___ _ ______ ¢ INSTALLED: o ___-------- __ z FOLLOWING EQUIPMENT D-1 (3)6X12HCS ii� INSTALLED WITHIN: (1)BB6648(1)PSU 4 13(1)IXRE ROUTER EXISTING T-MOBILE BBU CABINETz oz LU ao a4 EXISTI '' w EXISTING ^' Ow MONOPINE BASE w MONOPINE BASE EXISTING T-MOBILE w m BBU CABINET m B 07/02/2021 100%CD'S FOR SUBMITTAL DGM FEI O O A 02/09/2021 90%CD's FOR REVIEW DGM F z z REV DATE DESCRIPTION BY EXISTING T-MOBILE y N EQUIPMENT TO BE X X REMOVED FROM WITHIN: w w (3)RUS01 B2 EXISTING T-MOBILE EQUIPMENT EXISTING T-MOBILE EQUIPMENT EXISTING EXISTING T-MOBILE CABINET W/THE FOLLOWING EXISTING EXISTING T-MOBILE CABINET W/THE FOLLOWING pF ESSIO BUILDING,TYP. EQUIPMENT PAD EQUIPMENT TO REMAIN WITHIN: BUILDING,TYP. EQUIPMENT PAD EQUIPMENT TO REMAIN WITHIN: (1)DUW30 (1)DUW30 EXISTING T-MOBILE (1)BB6630 EXISTING T-MOBILE (1)BB6630 UTILITY H-FRAM � UTILITY H-FRAME fl 505 EXP.DATE:06/30/2023 ?FOF CAS-�F� FINAL BATTERY DATA CHART DATE SIGNED:07/1W2021 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY CFC CHAPTER 12 COMPLIANCE ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SUMMARY: TOTAL KWH(NEW)=14.4 KWH (SINCE<70KWH,CFC CHAPTER 12,SECTION 1206.2 NOT APPLICABLE T-MOBILE SITE ID:IE94414A SITE NAME:IE94414A NEW BATTERY INFORMATION ADDRESS:16401 Lakeshore Dr LAKE ELSINORE,CA 92530 BATTERY MODEL TOTAL#OF AMP-HOUR RATING RATED VOLTAGE MONOPINE BATTERY UNITS PER UNIT PER UNIT SBA SITE ID:CA45527-A-03 NORTHSTAR 12 100 AH 12V NSB 100FT HT RED KWH PER BATTERY TOTAL KWH SHEET TITLE AMP-HOUR RATING x RATED VOLTAGE TOTAL#OF KWH PER BATTERY x 1000 BATTERIES EQUIPMENT LAYOUT N 100AH x 12V =12KWH 1.2 KWH x 12=14.4 KWH N 1000 eE� ELECTROLYTE VOLUME eat SHEET NUMBER W DWV s 12.36 GALLONS ® � s A-2 EXISTING EQUIPMENT LAYOUT 11".17" SCALE; 3/16"-- °® 1 NEW EQUIPMENT LAYOUT 11".17"' SCALE: 3/16"-- ® 2 CABLE RAD CABLE NOTES TO CONTRACTOR: PT N AKE n O n GE�T 7�MUTH TMA MODEL CABLE TYPE LENGTH HCS ANTENNA MAKE CENTER AZIMUTH RADIO MODEL CABLE TYPE LENGTH HCS rmstg L L �} 1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE GENERAL EQUIPMENT FIELD a RIC 56 T49TWA (4)FIBER JUMPER t16' o x ERICSSON AIR6449 B41 33.1"X20.5"X8.3" 53'-0" 100° - (4)2F SM - o CONDITIONS AS SHOWN ON THESE PLANS.IF ANY T Mobile OF DISCREPANCIES ARE FOUND,THE CONTRACTOR M M M M M M M U NERIC TWIN +70' y w COMMSCOPE FFV4-65B-R3-Vt 71.9"X25.1"X9.2" 53'-0" 100° RRUS 4424 B25 (8)SUREFLEX ±10' w ANDREW HBX-6516DS-Ai M 51.4"X6.5"X3.3" 53'-0" 100° (2)7/8"COAX IS RESPONSIBLE FOR CONTACTING THE CARRIER, in STYLE 1A - = rn RRUS 4415 B66A (8)2F SM = ARCHITECT/ENGINEER,AND ANY OTHERS LISTED m ERICSSON AIR32 B66A B .6" .7" '-" - (4)FIBER JUMPER ±16' N ON T-1 PROJECT TEAM CONTACTS PROVIDED. o ERICSSON AIR6449 B41 33.1"X20.5"X8.3" 53'-0" 210° - (4)2F SM _ 3257 EAST GUASTI ROAD,SUITE 200 x 2. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST ~ z ~ +10' z CURRENT RADIO FREQUENCY DATA SHEET(RFDS) ONTARIO,CA 91764 U GENERIC TWIN O RRUS 4424 B25 (8)SUREFLEX _ ANDREW HBX-6516DS-Ai M 51.4"X6.5"X3.3" ST-0" 210° STYLE T (2)718"COAX t70' w COMMSCOPE FFV4-65B-R3-V1 71.9"X25.1"X9.2" I.,.. 210° RRUS 4415 B66A (8)2F SM - w PRIOR TO CONSTRUCTION 3. CABLE LENGTHS WERE DETERMINED BASED ON ERICSS 1 .9"x8 3' 310 - (4)FIBER JUMPER t16' ERICSSON AIR6449 B41 33.1"X20.5"X8.3" 53'-0" 31V - (4)2F SM VISUAL INSPECTION DURING SITE-WALK. O w O w CONTRACTOR TO VERIFY ACTUAL LENGTH U GENERIC TWIN U RRUS 4424 B25 (8)SUREFLEX ±10' = DURING PRE-CONSTRUCTION WALK N ANDREW HBX-6516DS-A1 M 51.4"X6.5"X3.3" 53'-0" 310° STYLE CIA (2)7/8"COAX ±70' N COMMSCOPE FFV4-058-R3-V7 71.9"X25.1"X9.2" 53'-0" 310° RRUS 4415 B66A (8)2F SM 4. CONTRACTOR TO VERIFY PORTS HAVE SUFFICIENT ROOM S B A 5. FINAL STRUCTURAL DESIGN, ANALYSIS AND APPROVAL PROVIDED BY OTHERS.CONTRACTOR VJ TO VERIFY EQUIPMENT INSTALLED IS PER FINAL STRUCTURAL ANALYSIS: BY:TBD DATED:TBD 959 SOUTH COAST DR,SUITE 200 5. FINAL MOUNT DESIGN,ANALYSIS,AND APPROVAL COSTA MESA,CA 92626 PROVIDED BY OTHERS.CONTRACTOR TO VERIFY EQUIPMENT INSTALLED IS PER FINAL ANTENNA MOUNT ANALYSIS: BY:TBD DATED:TBD NOTE: 1. (E)ANTENNA AZIMUTHS ARE ESTIMATED AND M S Q U A R �•J ARE TO BE VERIFIED BY RF. W I R E L E S S 1387 CALLE AVANZADO SAN CLEMENTE CA 92673(949)391-6824 DRAWN BY: DGM EXISTING ANTENNA & EQUIPMENT SCHEDULE 13 NEW ANTENNA & EQUIPMENT SCHEDULE 14 CHECKED BY: MM NOTE: NOTE: 1. NEW&EXISTING T-MOBILE EQUIPMENT TO BE PAINTED 1. NEW&EXISTING T-MOBILE EQUIPMENT TO BE PAINTED AND TEXTURED TO MATCH EXISTING TOWER. AND TEXTURED TO MATCH EXISTING TOWER. 2. EXISTING OTHER CARRIER ANTENNAS&EQUIPMENT 2. EXISTING OTHER CARRIER ANTENNAS&EQUIPMENT NOT SHOWN FOR CLARITY. NOT SHOWN FOR CLARITY. 3. EXISTING MONOPINE BRANCHES NOT SHOWN FOR 3. EXISTING MONOPINE BRANCHES NOT SHOWN FOR CLARITY. CLARITY. B 07/02/2021 100%CD'S FOR SUBMITTAL DGM �, A 02/09/2021 90%CD'S FOR REVIEW DGM SFC�. C, REV DATE DESCRIPTION BY C 10- NEW T-MOBILE ERICSSON AIR6449 B41 PANEL ANTENNA ON PIPE MOUNT; 1,3 -_-1 (1 PER SECTOR,3 TOTAL) D-1 Q�OF ESS1pNq A.W EXISTING T-MOBILE AIR32 B66A_82A EXISTING MONOPINE TO REMAIN;(1 PER SECTOR,3 TOTAL) V m 505 7 70 J A"SECTOR�100° O I O EXP.DATE:06/30/2023 a� EXISTING ANTENNA MOUNT TO BE CAVIL MODIFIED PER TOWER ENGINEERING SOLUTIONS DRAWINGS DATED:06/11/2021 ?FOF C '4"SECTOR 100° NEW T-MOBILE RRUS 4415 B66A MOUNTED DATE SIGNED:07/15/2021 ON PIPE MOUNT;(1 PER SECTOR,3 TOTAL) D-1 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. EXISTING T-MOBILE ANDREW HBX-6516DS-AlM PANEL ANTENNA TO BE REMOVED;(1 PER SECTOR,3 TOTAL) / NEW TSB-R3-MOBILEl PANELAN E 23 T-M BILE SITE ID:SITE NAME:194414A414A FFVPIPE MOUNT; PER SECTOR, 3 TON D 1 ADDRESS:16401 Lakeshore Dr PIPE MOUNT;(1 PER SECTOR,3 TOTAL) LAKE ELSINORE,CA 92530 EY7Srihc BroP EXISTING T-MOBILETMA'STOBE7Sr7N0 @•bp MONOPINE Mo�NTF REMOVED;(1 PER SECTOR,3 TOTAL) Mo�NTF SBA SITE ID: NEWT-MOBILE RRUS 4424B25MOUNTED 5 �y '90F ryp i ry �QF,ryp ON PIPE MOUNT;(1 PER SECTOR,3 TOTAL) 0.1 (97 W SHEET TITLE y� N N ANTENNA LAYOUT m m SHEET NUMBER S S w -/� EXISTING ANTENNA PLAN 11 x36" SCALE: 1/4" - V-°" 2' 4' 1 NEW ANTENNA PLAN 11 x36" SCALE: ,/2" - ''-0" 2' 2 H �K/ 11"x17" SCALE: 1/4" = 1'-U" 11"x17" SCALE: 1/4" = 1'-U" BUILDING DIVISION Permit# BLDG 2021-1514 rr11�� Date: 08/02/202p1 9:4p5:37 AM T ' •Mobile' ' • BAP, 3257 EAST GUASTI ROAD,SUITE 200 ONTARIO,CA 91764 APPROVED EXISTING VERIZON PANEL ANTENNAS EXISTING VERIZON PANEL ANTENNAS TOP OF EXISTING MONOPINE __ J� TOP OF EXISTING MONOPINE SBA __1 RAD CENTER OF EXISTING VERIZON PANEL ANTENNAS_ _ __ � � � RAD CENTER OF EXISTING VERIZON PANEL ANTENNAS �! J I 73-0 A.G.L. 73-0"A.G.L. 959 SOUTH COAST DR,SUITE 200 L J L r J COSTA MESA,CA 92626 J EXISTING SPRINT PANEL ANTENNAS F j EXISTING SPRINT PANEL ANTENNAS /��\ �, 63 0 AG LER OF EXISTING SPRINT PANEL ANTENNAS _ _ __ J, RADO CA G LER OF EXISTING SPRINT PANEL ANTENNAS _ _ __ '� �: - M S Q A R •� _I J ( WIRELESS 1387 CALLE AVANZADO EXISTING T-MOBILE ANDREW NEW T-MOBILE RRUS 4415 B66A MOUNTED SAN CLEMENTE CA 92673(949)391-6824 I HBX�516DS-A1M PANEL ANTENNA TO I, ON PIPE MOUNT;(1 PER SECTOR,3 TOTAL) ! � ! BE REMOVED;(1 PER SECTOR,3 TOTAL) TOP OF NEW T-MOBILE PANEL ANTENNAS TOP OF EXISTING T-MOBILE PANEL ANTENNAS (] fl ��� 356'-0"A.G.L. EXISTING ANTENNA MOUNT TO BE t55'-4"A.G.L EXISTINGT-MOBILEAIR32B66A_132A TO REMAIN;(1 PER SECTOR,3 TOTAL) MODIFIED PER TOWER ENGINEERING RAD CENTER OF EXISTING T-MOBILE PANEL ANTENNAS ° d' __ RAD CENTER OF NEW T-MOBILE PANEL ANTENNAS SOLUTIONS DRAWINGS DATED:06/11/2021 53'-0"A.G.L. i! I 53 A A.G.L. � l ' I ail I� I � �,_" ,j dl �' DRAWN BY' DGM NEW T-MOBILE ERICSSON AIR6449 B41 PANEL ANTENNA ON PIPE MOUNT; CHECKED BY: MM (1 PER SECTOR,3 TOTAL) EXISTING T-MOBILE TMA'S TO BE ! ' ON PIPE MOUNT;(1NEW T-MOBILE UP R SECTOR,3 TOTAL) REMOVED;(1 PER SECTOR,3 TOTAL) NEWT-MOBILE COMMSCOPE FFV4-65B-R3-V1 PANEL ANTENNA ON PIPE MOUNT;(1 PER SECTOR,3 TOTAL) I I I I I I 6 07/02/2021 100%CD'S FOR SUBMITTAL DGM A 02/0'1 21 90%CD's FOR REVIEW DGM REV DATE DESCRIPTION BY I I I I I I EXISTING T-MOBILE EXISTING T-MOBILE FEEDLINES TO REMAIN: FEEDLINES TO BE REMOVED: (1)6X12 HCS Q�pF ESS1pNq (3)1-5/8"COAX (9)1-5/8"COAX O Q�P,w �yc NEW T-MOBILE FEEDLINES EXIEDSTING T-MOBILELINES TO REMAIN: TO BE INSTALLED: v FE (1)6X12 HCS (9)1-5/8"COAX (3)6X12 HCS w 505 7 I � j EXISTING MONOPINE EXISTING MONOPINE EXP.DATE:06/30/2023 Sr CIV%� �FCF CAS-�F� DATE SIGNED:07/15/2021 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. I I T-MOBILE SITE ID:IE94414A SITE NAME:IE94414A ADDRESS:16401 Lakeshore Dr LAKE ELSINORE,CA 92530 MONOPINE FINISH GRADE HEM J FINISH GRADE SBA SITE ID:CA45527-A-03 ELEVA!14 REF. ELEV.G'-0"REF. SHEET TITLE EXISTING EQUIPMENT AREA EXISTING EQUIPMENT AREA J ELEVATIONS SHEET NUMBER i A-4 EXISTING NORTHEAST ELEVATION 11"x17" SCALE: 3/32" - V-0" ° 2® 1 NEW NORTHEAST ELEVATION 24"x36" SCALE: 3/32" - V-°" Z 4' 11"x17" SCALE: 3/32" = 1'-0" 12 BUILDING DIVISION Permit# BLDG 2021-1514 Date: 08/02/202p1 9:4p5:37 AM T ' •Mobile' ' • BAP, 3257 EAST GUASTI ROAD,SUITE 200 ONTARIO,CA 91764 APPROVED EXISTING VERIZON PANEL ANTENNAS EXISTING VERIZON PANEL ANTENNAS S B A TOP OF EXISTING MONOPINE �TOP OF EXISTING MONOPINE +75'-0"A.G.L. +75'-0"A.G.L. RAD CENTER OF EXISTING VERIZON PANEL ANTENNAS RAD CENTER OF EXISTING VERIZON PANEL ANTENNAS 73'-0"A.G.L. _ _ _ _ _ _— 7VO"A.G.L._ _ _ _ _ _ _ _— 959 SOUTH COAST DR,SUITE 200 COSTA MESA,CA 92626 I ' � III EXISTING SPRINT PANEL ANTENNAS EXISTING SPRINT PANEL ANTENNAS M C�\Q U A R SS RAD CENTER_OF EXISTING SPRINT PANEL ANTENNAS _ _ __ �RAD CENTER_OF EXISTING SPRINT PANEL ANTENNAS _ _ __ \i •J 63' 63'-0"A.G.L. WIRELESS '�I'�Ill�llllll IIILLLJJJIII 1387 CALLE AVANZADO NEW T-MOBILE RRUS 4415 B66A MOUNTED SAN CLEMENTE CA 92673(949)391-6824 EXISTING T-MOBILE ANDREW ON PIPE MOUNT;(1 PER SECTOR,3 TOTAL) HBX-6516DS-AIM PANEL ANTENNA TO BE REMOVED;(1 PER SECTOR,3 TOTAL) TOP OF NEW T-MOBILE PANEL ANTENNAS f TOP OF EXISTING T-MOBILE PANEL ANTENNAS Il 0 356'-0"A.G.L. t55'-4"A.G.L. r5 EXISTING T-MOBILE AIR32 B66A_82A EXISTING ANTENNA MOUNT TO BE I��TO REMAIN;(1 PER SECTOR,3 TOTAL) MODIFIED PER TOWER ENGINEERING RAD CENTER OF EXISTING T-MOBILE PANEL ANTENNAS RAD CENTER OF NEW—IL—EL ANTENNAS _ _ SOLUTIONS DRAWINGS DATED:RING 2021 53'-0"A.G.L. li 53'41"A.G.L. II I I LOB DRAWN BY: DGM NEW T-MOBILE ERICSSON AIR6"9 B41 PANEL ANTENNA ON PIPE MOUNT; CHECKED BY: MM (1 PER SECTOR,3 TOTAL) EXISTING T-MOBILE TMA'S TO BE ON PIPE MOUNT;(1 PER SECTOR,,3UNTED TOTAL) REMOVED;(1 PER SECTOR,3 TOTAL) NEW T-MOBILE COMMSCOPE FFV4-65B-R3-V7 PANEL ANTENNA ON PIPE MOUNT;(1 PER SECTOR,3 TOTAL) I I I I I I LREV 07/02/2021 100%CD'S FOR SUBMITTAL DGM 02/09/2021 90%CD'S FOR REVIEW DGM DATE DESCRIPTION BY I I I I I I EXISTING T-MOBILE EXISTING T-MOBILE (EEDDLINES TO REMAIN: OF ESSI� FEE LINES TO BE REMOVED: 16 Q� Nq (3)1-5/8"COAX (9)1-5/8"COAX p Q�A,Wyy���yc EXISTING T-MOBILE NEW T-MOBILE FEEDLINES v FEEDLINES TO REMAIN: TO BE INSTALLED: (1)6X12 HCS (3)6X12 HCS (9)1-5/8"COAX w 505 7 I I � EXISTING MONOPINE EXISTING MONOPINE EXP.DATE:06/30/2023 civ��- �a I I 9TFOF CA�_W DATE SIGNED:07/15/2021 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. I I T-MOBILE SITE ID:IE94414A SITE NAME:IE94414A ADDRESS:16401 Lakeshore Dr LAKE ELSINORE,CA 92530 MONOPINE FINISH GRADE FINISH GRADE SBA SITE ID:CA45527-A-03 ELEV.O'-0"REF. ELEV.O'-O"REF. SHEET TITLE EXISTING EQUIPMENT AREA J EXISTING EQUIPMENT AREA J ELEVATIONS SHEET NUMBER EXISTING SOUTHWEST ELEVATION 11".17" SCALE: 3/32" - °® 1 NEW SOUTHWEST ELEVATION 24"x36" SCALE: 3/16" - V-°" z 4 A-5 11"x17" SCALE: 3/32" = 1'-U" 12 NSTALL MANUFACTURE U I LDjrj1A , 1 ,��, *INSTALLAT OINEN OCEXISTING CABINET OR RACK ERICSSON MODEL NO.: 4 L02 NaLQA ENCLOSURE B160 P I I 9(tlAlryxq}1G 2"x 19" REQUIRES NO SPECIAL INSPECTIONS. �'/' �L L.J V HEIGHT(H) 63.25" D NEW ANTENNA Date: 08/02/2021 9:45:38 AM WIDTH(W) 26" W MOUNTING PIPE(TYP) T • •Mobile• • • ^ DEPTH(D) 26" BA DEPTH WEIGHT 2951bs. oo (N)MOUNTING BRACKET SUPPLIED 3257 EAST TARIO, ROAD,SUITE 200 INSTALL TO STANDARD FIF W W/ANTENNA(TYP) ONTARIO CA 91764 TH FIE RACK APPROVE R CSg(2)PER ISIDE?THREAD ANTENNA, PER PLAN 6648 BASEBAND UNIT- _ SBA ® 00o n i __ _L_ 959 SOUTH COAST DR,SUITE 200 -- -- � COSTA MESA CA 92626 FRONT VIEW NUTS BRACKET SUPPLIED O O W/ANTENNA(TYP) M SQUAR •j PLAN VIEW FRONT VIEW SIDE VIEW W I R E L E S S 1387 CALLE AVANZADO 6648 BASEBAND UNIT 11 x17" SCALE: NTS 9 ERICSSON - B160 BATTERY CABINET 11%17' SCALE NTS 6 ANTENNA MOUNTING 114"x 177" SCALE: NTS 3"x36" SCALE: NTS SAN CLEMENTE CA 92673(949)391-6824 MANUFACTURER: ERICSSON COMMSCOPE MODEL NO.: RRUS 4424 B25 FFV4-65B-R3-V1 (N)EQUIPMENT CABINET DIMENSIONS: MFR'S STANDARD HEIGHT(H) 71.969" TOTAL WEIGHT: MOUNTING BRACKETS WIDTH(W) 25.197" H 16.5" DEPTH(D) 9.252" DRAWN BY: DGM W 13.5" t88 LEIS WEIGHT 147.71 LBS. D 9.6" SURVIVAL WIND SPEED: 150.0 MPH WIND LOADING,MAX: CHECKED BY: MM FRONT: 1055 N @ 150 km/h NEW(4}7/2"0 S.S HILTI KWIK BOLT TZ SIDED: 355 N @ 150 km/h EXPANSION ANCHORS(SPECIAL CONNECTOR: (8)4.3-10 FEMALE-BOTTOM INSPECTION REQUIRED PER ESR 1917) RRU W/SUNSHIELD ALTERNATE ATTACHMENT MOUNTING POLE: 2.4-4.5 INCHES ALTERNATE ATTACHMENT o TOP VIEW w W D MFR'S STANDARD FRONT OF ANTENNA MOUNTING BRACKETS M f B 0,7/,02/2021 100%CD'S FOR SUBMITTAL DGM z 00 ® ® A 02/09/2021 90%CD's FOR REVIEW DGM SUNSHIELD P1000 UNISTRUT AS i ALTERNATE ATTACHMENT REV DATE DESCRIPTION BY (E)CONCRETE PAD 12 aW pF ESS10oQ� A W�Nq� FRONT VIEW SIDE VIEW BOTTOM VIEW FRONT VIEW SIDE VIEW P yQv PJ' ,q,4r� 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36" SCALE: NTS CABINET MOUNTING DETAIL 11"x17" SCALE: NTS 8 ERICSSON RRUS 4424 B25 11"x17" SCALE: NTS 5 COMMSCOPE- FFV4-65B-R3 V1 11"x17" SCALE NTS 2 Lu 505 7 ERICSSON ERICSSON MANUFACTURER: ERICSSON AIR 6449 B41 W ENCLOSURE 6160 MFR'S STANDARD D EXP.DATE:06/30/2023 MODEL NO.: RRUS 4415 B66A MOUNTING BRACKETS 1" lI1 HEIGHT(H) 63.25" W HEIGHT(H) 33. D WIDTH ) 20.6" Clvl\- DIMENSIONS: TOTAL WEIGHT: DEPTH(D)(W a.s" gTICpF CAS\F� WIDTH(W) 25.6" A 27.2" WEIGHT 104 LBS. DEPTH(D) 33.5" B 12* 53 LEIS(21 kg) DATE SIGNED:0 711 5/2 02 1 C 7" WEIGHT 320 Ibs. IT IS AV10—ION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED W P1000 UNISTRUT AS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. m RRU WI SUNSHIELD ALTERNATE ATTACHMENT TOP VIEW T-MOBILE SITE ID:IE94414A = W D MFR'S STANDARD = SITE:16401 Lakes A ADDRESS:16401 Lakeshore Dr MOUNTING BRACKETS LAKE ELSINORE,CA 92530 o FRONT OF ANTENNA MONOPINE SBA SITE ID:CA45527-A-03 I I ICI SUNSHIELD P1000 UNISTRUT AS SHEET TITLE ALTERNATE ATTACHMENT - _ _ _ DETAILS 25.6'" f8" PLAN VIEW FRONT VIEW SIDE VIEW SHEET NUMBER PLAN VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW ERICSSON - 6160 ENCLOSURE 11%17" SCALE NTS 7 ERICSSON RRUS 4415 B66A 11%17" SCALE NTS 4 ERICSSON AIR6449 B41 24"x36" SCALE: NTS D-1 11"x17" SCALE: NTS 1 BUILDING DIVISION MANUFACTURER: NOKIA INSTALL INSIDE NEW RACK/CABINET. 2021-1514 MODEL NO.: 7250 IXR-E ROUTER NSTALLATION INTO EXISTING CABINET OR RACK Permit# B L D G DIMENSIONS(HxWxD): 1.75"x 10"x 17.5" REQUIRES NO SPECIAL INSPECTIONS. WEIGHT: 10 LBS T Mobile Date: 08/02/20'2p1 9:4p5:38 AM . . . . • . . BAP, 3257 EAST GUASTI ROAD,SUITE 200 ONTARIO,CA 91764 APPROVED SBA ® O o��oo��o 0000 ®®Q� Q 959 SOUTH COAST DR,SUITE 200 COSTA MESA,CA 92626 INSTALL TO STANDARD FIF RACK/CABINET WITH FIF RACK BRACKET AND(4)10-32 THREAD SCREWS,(2)PER SIDE. M SQUARELD WIRELESS 1387 CALLE AVANZADO 24x36" SCALE: NTS SAN CLEMENTE CA 92673(949)391-6824 NOT USED 9 NOT USED 6 NOKIA 7250 IXR-E ROUTER 11"x17" SALE: NTS 3 MANUFACTURER: ERICSSON 'INSTALL INSIDE RACK/CABINET. MODEL NO.: 6630 STAND-ALONE BASEBAND 'INSTALLATION INTO EXISTING CABINET OR RACK DIMENSIONS(HxWxD): 2"x 19"x 13" REQUIRES NO SPECIAL INSPECTIONS. WEIGHT: 10 LBS DRAWN BY: DGM CHECKED BY: MM INSTALL TO STANDARD FIF RACK/CABINET WITH FIF RACK BRACKET AND(4)10-32 THREAD SCREWS,(2)PER SIDE. 6630 BASEBAND UNIT LJJ m hT—T—T—T I®® B 07/02/2021 100%CD'S FOR SUBMITTAL DGM _ E A 02/09/2021 90%CD's FOR REVIEW DGM REV DATE DESCRIPTION BY FRONT VIEW Q�OF ESSI p,WN�T 24x36 SCALE: NTS / NOT USED 8 NOT USED 5 6630 BASEBAND UNIT 2 Lu 505 7 11"x17 SCALE: NTS MANUFACTURER: ERICSSON `INSTALL INSIDE RACK/CABINET. MIN INPUT VOLTAGE: -38 VDC 'INSTALLATION INTO EXISTING CABINET OR RACK EXP.DATE:06/30/2023 OUTPUT VOLTAGE: 3x-58 V DC PORTS REQUIRES NO SPECIAL INSPECTIONS. CjV1� a MECHANICAL: 1 U 19",13"DEPTH gTFOF CA\-\F�� DATE SIGNED:0 711 5/2 02 1 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. INSTALL TO STANDARD FIF RACK/CABINET WITH FIF RACK BRACKET AND(4)10-32 THREAD ADDRESS:16401 Lakeshore Dr T-MOBILE SITE ID:IE94414A SCREWS,(2)PER SIDE. PSU 4813 VOLTAGE BOOSTER SITE NAME:IE94414A LAKE ELSINORE,CA 92530 MONOPINE SBA SITE ID:CA45527-A-03 gg ° e o0 00 � ° o0 00 � 0 -- SHEET TITLE DETAILS FRONT VIEW SHEET NUMBER D-2 NOT USED 7 NOT USED 4 1 Y'PSU 4813 24"x36" SCALE: NTS x17" SCALE: NTS 1 BUILDING DIVISION WIRE SIZE BURNDY LUG BOLT SIZE Permit# BLDG 2021-1514 #6 GREEN INSULATED YA6C-2TC38 3/8" - 16 NO SS 2 BOLT #2 SOLID TINNED YA3C-2TC38 3/8" - 16 NO SS 2 BOLT Date: 08/02/2021 9:45:38 AM #2 STRANDED YA2C-2TC38 3/8" - 16 NO SS 2 BOLT T • •Mobile• . • #2/0 STRANDED YA26-2TC38 3/8" - 16 NO SS 2 BOLT #4/0 STRANDED YA28-2N 1/2" - 16 NO SS 2 BOLT (TYPICALLY) WEATHERPROOFING KIT 3257 EAST GUASTI ROAD,SUITE 200 12" TO 24" (SEE NOTE 3) ONTARIO,CA 91764 NOTE: MINIMUM OF S/S NUT 120 MAX. COAX JUMPER BURNDY GROUND LUG W/ LONG BARREL HEAT SHRINK THR A S T BE (TYR) ANTENNA CABLE (SEE CHART) (CLEAR) NUT (TYP) A O E D S/S SPLIT TO ANTENNA LOCK WASHER (TYP) 2 HOLE LONG WASHER BARREL TINNED (TYR) CABLE SOLID COPPUG S/S FLAT CONNECTOR WASHER WEATHERPROOFING KIT GROUND SBAVJ (TYR) 6 STRANDED COPPER (SEE NOTE 3) CONDUCTOR (TYR) # GROUND BAR GROUND WIRE 959 SOUTH COAST DR,SUITE 200 (GROUND TO GROUND BAR) CABLE GROUND KIT BOLT (SEE CHART) COSTA MESA,CA 92626 SEE NOTES 1 & 2 TIN COATED SOLID BURNDY TWO HOLE LUG (AP) COPPER BUS BAR S/S FLAT W/ LONG BARREL WASHER NOTES: (SEE CHART) CHERRY INSULATOR (TYR) BARE WIRE TO BE TREATED 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND INSTALLED IF REQUIRED S/S BOLT WIRE DOWN TO GROUND BAR. WITH NO-OX AT BOTH ENDS (TYR) 2. GROUNDING KIT SHALL BE APE AND PART NUMBER AS SUPPLIED OR M SQUAR •J RECOMMENDED BY CABLE MANUFACTURER. r7 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE NOTE: `� USED. STRANDED ALL GROUNDING LUGS ARE TO BE WIRELESS (SEE CHART) INSTALLED PER MANUFACTURER'S 1 3 8 7 C ALL E A V A N Z A D O SPECIFICATIONS. ALL HARDWARE SAN CLEMENTE CA 92673(949)391-6824 BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. LUG DETAIL 11 x36" SCALE: NTS 8 CABLE GROUND KIT CONNECTION 111 x17" SCALE: NTS 6 MECHANICAL LUG CONNECTION 11 x17' SALE: NTS 3 11"x17 SCALE: NTS DRAWN BY: DGM ® CHECKED BY: MM 3/8- A TAMPER RESISTANT BOLT STAINLESS STEEL BOLT (AP) (TYP) INSULATORS TO ANTENNA COAX STAINLESS STEEL SEE NOTE 2. COPPER/GALVANIZED GROUND BAR FLAT WASHER (TYR) 2-HOLE CRIMP/ (AP) COMPRESSION WALL BRACKET 0 0 0 0 0 0 0 0 0 0 O O O o o O CONNECTOR (TYP) 0 ® 0 0 010 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oo BARUND ® 0 ® 0 ® 0 #2 SOLID TINNED COPPER B 01/02/2021�00%CD'S FOR SUBMITTAL DGM 000NDUCTOR TO TOWER/SHELTERA 02/09/20210%CD'S FOR REVIEW DGM STAINLESS STEEL 0 0 TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR FLAT WASHER 0 BOTTOM GROUND BAR ONLY) REV DATE DESCRIPTION BY STAINLESS STEEL (TYP) ® 0 UNIVERSAL COPPER (TYP) BELLVILLE WASHER STAINLESS STEEL NUT 0 GROUND BAR (4%20") (TYP) (TYP) LOCK WASHER ® NOTES: SINGLE CONNECTOR AT GROUND BARS P/N M10 (TYP) 1 EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. COMPRESSION LUGD�FROMFB DING SHELTER.TWO GROUND 13AR SHALL BE FROM FOR MOUNT D DIRECTLY TO TOWER STEEL (TOWER ONLY). Q� F . ESSI STAINLESS STEEL BOLT LUG 3. GROUND BAR SHALL BE SOLATONq�� NOTES: P,W STAINLESS STEEL FLAT WASHER 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE y v USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, W DRAGON TOOTH WASHER CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 505 7 (AP) STEEL 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. EXP.DATE.06/30/2023 2-HOLE CRIMP/ STAINLESS STEEL 24"x36" SCALE: NTS 24"x36" SCALE: NTS ��' cIv1\. CONNECTOR" FLAT WASHER GROUND BAR DETAIL 11"x17" SCALE: NTS 5 TOWER/SHELTER GROUND BAR DETAIL 11%17" SCALE: NTS 2 '9TF (TYP) OF CAL STAINLESS STEEL STAINLESS STEEL NUT #6 IN* FROM ANTENNA BELLVILLE WASHER (TYP) CABLE KIT DATE SIGNED:0 711 5/2 02 1 (TYP) rIS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY c� c TO ANTENNA COAX ARE ACTING UNDER THE DIRECTION OF A LICENSED SINGLE CONNECTOR AT STEEL OBJECT) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. COPPER/GALVANIZED GROUND BAR SELF-DRILLING S STEEL STAINLESS STEEL T-MOBILE SITE ID:IE94414A METAL SCREW FLAT WASHER SITE NAME:IE94414A (TYP) (TYP) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ADDRESS:16401 Lakeshore Dr GROUND BAR ON SHELTER. ICE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRIDGE, OR ON ANTENNA TOWER @ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0@ LAKE ELSINORE,CA 92530 2-HOLE CRIMP/ MONOPINE COMPRESSION CONNECTOR �OO O �OOO SBA SITE ID:CA45527-A-03 DRAGON TOOTH METALLIC OBJECT O O O TWO HOLE LONG BARREL WASHER O O COMPRESSION LUG (TYP) SHEET TITLE (TYR) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS NOTES: GROUNDING DETAILS TWO HOLE LUG, OR GROUNDING SHALL BE 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. EXOTHERMIC WELD TO BE ELIMINATED WHEN GROUND 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. USED WITH #2 BARE BAR ELIMINATED ELECTRICALLY BONDED 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. CONDUCTOR WIRE TO TO METAL TOWER SHEET NUMBER BUILDING SERVICE GROUND OR GROUND RING -1 EXTERIOR CONNECTIONS DETAILS 11"x17" SCALE NTS 7 GROUNDWIRE INSTALLATION 11 x36" SCALE: NTS 4 ANTENNA GROUND BAR DETAIL 11 x17� SCALE NTS 1 11"x 17" SCALE: NTS BUILDING DIVISION jo Per it # BLDG 2021-1514 Dat : 08/02/2021 9:45:38 AM -F::,A-F::, TES APPROVED Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 MODIFICATION AND DESIGN PH 972 483-0607 SBA Vj DRAWINGS FOR EXISTING ANTENNA MOUNTS I.- 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 EXISTING MONOPOLE TOWER (800)-487-SITE TES JOB N0: 108109 CUSTOMER SITE NO PROPOSED CARRIER: T-MOBILE CA45527—A—SBA CUSTOMER SITE NAME: TOWER OWNER: SBA / TOWER OWNER SITE #: CA45527-A MACHADO 16401 LAKESHORE DR. CARRIER SITE #/NAME: IE94414A LAKE ELSINORE, CA 92530 COORDINATES (LATITUDE: 33.688444% LONGITUDE: -117.374583°) Q��FEsslo,�, l �p r jjB Fy m � a NO $ 1 d Q- s�gTF DRAWN BY:WL CHECKED BY: KSP/HMA REV. DESCRIPTION BY DATE FIRST ISSUE WL 06 11 21 A A A 0 SHEET TITLE: SHEET SHEET TITLE REV u; T-1 TITLE SHEET D TITLE SHEET o BOM BILL OF MATERIALS 0 0 GN-1 GENERAL NOTES 0 "' A-1 ANTENNA MOUNT MODIFICATION DETAILS 0 This drawing/document is the property of Tower Engineering Solutions, I.I.C. Information A-2 ANTENNA MOUNT PHOTOS 0 cant oined herein is considered confidential in MS-CH8350-2875 METROSITE CROSSOVER CHANNEL BRACKET KIT 0 nature and is to be used only for the MS-HRCP-35 METROSITE SUPPORT RAIL CENTER PIPE KIT 0 specific site that it was intended for.Re Reproduction, transmission,p publication or MS-H1436 METROSITE HEAVY COLLAR MOUNT PLATE ASSEMBLY 0 disclosure by any method is prohibited except by express written permission from o MPHW-1 METROSITE HEAVYCOLLAR MOUN PLATE WELDMENT 0 Tower Engineering Solutions, U.C. Without ~ MS-TAW-350RO METROSITE ROTATABLE T-ARM KIT 0 exception, the Information on this 1. THE MODIFICATION DRAWINGS ARE BASED ON THE drawing/document remains the property of CD N TES PROJECT NO. 101800, DATED 04/28/2021. Tower Engineering Solutions, LLC. s SHEET NUMBER: REV U T- 1 0 Citv of Lake Elsinore BUILDING DIVISION BILL OF MATERIALS TES Per PIECE Dat Qo 5:39RMBER DESCRIPTIONS SHEET LIST WEIGHT WEIGHT(LB) NOTES MATERIAL&HARDWARE (LBS) 2 2 MS-HRCP-35 METROSITE SUPPORT RAIL CENTER PIPE KIT A-1,MS-HRCP-35 23.0 46.0 Galvanized 1 1 METROSITE HEAVY COLLAR MOUNT PLATE ASSEMBLY A-1,MS-1-11436 136.7 136.7 Galvanized 1 50 O METROSITE ROTATABLE T-ARM KIT A-1,MS-TAW-350RO 284.0 284.0 Galvanized Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: 972 483-0607 SBA 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 (800)-487—SITE TES JOB NO: 108109 CUSTOMER SITE NO. CA45527—A—SBA CUSTOMER SITE NAME: MACHADO 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 FOLLOWING ITEMS ARE"CUSTOM"PARTS 6 6 PST2375-8 2"PST(2.375"O.D.X 0.154"THICKNESS)X 8'-0"A53 GR-B 35KSI A-1 30.10 180.6 GALVANIZED 6 6 MS-CHB350-2875 METROSITE CROSSOVER CHANNEL BRACKET KIT A-1 14.00 84.0 GALVANIZED FESSIQ,y 3 3 PST350-8 3"PST(3.50"O.D.X 0.216"THICKNESS)X 8'-0"A53 GR-B 35KSI A-1 67.03 201.1 GALVANIZED(FINAL CUT LENGTH TO BE DETERMINED IN FIELD) po(:,OLE T/© <,L B Q No.86 rn DRAWN BY:WL CHECKED BY: KSP/HMA REV. DESCRIPTION BY DATE FIRST ISSUE WL 06 11 21 0 SHEET TITLE: J BILL OF MATERIALS 0 0 This drawing/document is the property of Tower Engineering Solutions, I.I.C. Information c contained herein is considered confidential in nature and is to be used only for the cz specific site that it was intended for. ALL METROSITE PARTS ARE AVAILABLE FROM METROSITE,LLC. Reproduction, transmission, publication or w disclosure by any method is prohibited aD except b express written from permission 3 180 IND PARK BLVD COMMERCE,GA 30529 y p 0 Tower Engineering Solutions, L-C. Without OFFICE:(706)335-7045 exception, the information on this o FAX:(706)335-7056 Tower drowinFAX: Solutions/document thLLCprope ty of SHEET NUMBER: REV NOTE:ALL MATERIALS,WHICH WEREN'T LISTED IN THIS SHEET,ARE ASSUMED TO BE PROVIDED BY THE CONTRACTOR. A I TOTAL WEIGHT(LBS)= 932.4 B O M 0 GM DIVISION Per nit # BLDG 021-1514 TABLE N5.6-2 (� Dat : 08%02 tg&� CYlL`f1L1NSTHE ANSI/TIA-222—H, ANSI/ASSP A10.48, IBC-2018 AND ANY OTHER GOVERNING BUILDING CODES INSPECTION TASKS DURING BOLTING 2. ALL K TED ON THE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TELECOMMUNICATIONS INSPECTION TASKS DURING BOLTING CC (QA ES T TRUCTION. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL MISCELLANEOUS PARTS (SUCH AS SHIMS), AS REQUIRED 0 0 A4 PEQRTsQRVELTTfOHGTHE INSTALLATION(WORK CAREFULLYO SO ITHEEWORKTE EWIILLS NOTL DAMAGE Y AS OANY EXISTING WN IN THE C BLE,S JOINT BROUGHT TO THE SNUG—TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION 0 0 Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 5. THE USE OF GAS TORCH OR WELDER, ARE NOT ALLOWED ON ANY TOWER STRUCTURE WITHOUT THE CONSENT OF THE TOWER FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 0 IRVING, TX 75038 OWNER. PH: 972 483-0607 6. GENERALLY THE CONTRACTOR IS RESPONSIBLE TO CONDUCT AN ONSITE VISIT SURVEY OF THE JOB SITE AFTER AWARD, AND FASTENERS ARE SYSTEMATICALLY R ACCORDANCE WITH THE RCSC SPECIFICATION, 0 0 REPORT ANY ISSUES WITH THE SITE TO TES BEFORE PROCEEDING CONSTRUCTION. PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES 7. IT IS THE RESPONSIBILITY OF THE GC TO VERIFY THAT THERE IS NO INTERFERENCES (WITH SAFETY CLIMB BRACKETS, TRANSMISSION S 13A LINES, ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. 3. THE CONTRACTOR COMPLETING THE WORK SHALL SUBMIT A FINAL REPORT FOR ALL ITEMS REQUIRING SPECIAL 8. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING @ 972-483-0607 OR INSPECTION AND SHALL BE COMPLETED AND SUBMITTED TO THE CITY OF COSTA MESA INSPECTION DIVISION EMAIL—TESORDERS@TESTOWER.US PRIOIR TO FINAL. 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 FABRICATION BOLTED ASSEMBLIES AND TIGHTENING OF CONNECTIONS (800)-487—SITE 1. ALL STEEL SHALL MEET OR EXCEED THE MINIMUM STRENGTH AS SPECIFIED IN THE DRAWINGS. IF YIELD STRENGTH WAS NOT NOTED TES JOB NO: IN THE DRAWINGS, CONTRACTORS SHALL CONTACT TES FOR DIRECTION. 1. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR STRUCTURAL 108109 2. ALL FIELD CUT EDGES SHALL BE GROUND SMOOTH. ALL FIELD CUT AND DRILLED SURFACES SHALL BE REPAIRED WITH A MINIMUM JOINTS USING A325 OR A490 BOLTS AS APPROVED BY THE RCSC. CUSTOMER SITE NO OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 2. FLANGE BOLTS SHALL BE TIGHTENED BY THE AISC "TURN—OF—THE—NUT" METHOD. THE FOLLOWING TABLE CA45527—A—SBA SHOULD BE USED FOR THE 'TURN—OF—THE—NUT" TIGHTENING. CUSTOMER SITE NAME WELDING 3. SPLICE BOLTS AND ALL OTHER BOLTS IN BEARING TYPE CONNECTIONS SHALL BE TIGHTENED TO A SNUG—TIGHT MACHADO CONDITION. 16401 LAKESHORE DR. 1. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS 4. THE SNUG—TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY EITHER A FEW IMPACTS OF AN IMPACT LAKE E1 LAKES CA 9DR. WELDING CODE D1.1. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNO. (E70XX UNLESS WRENCH OR THE FULL EFFORT OF AN IRONWORKER WITH AN ORDINARY SPUD WRENCH TO BRING THE 2530 NOTED OTHERWISE). CONNECTED PLIES INTO FIRM CONTACT. 2. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING APPROX. 0.5" BEYOND THE 5. HB HOLLO—BOLT SHALL BE INSTALLED PER ICC ESR-3330 INSTRUCTIONS. PROPOSED FIELD WELD SURFACES. � ESS1ONhI 3. ALL WELDS SHALL BE INSPECTED VISUALLY. A MINIMUM OF 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAR BOLTS: �,� G�`C r�B. `�2 MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. 100% OF WELDS SHALL BE INSPECTED IF DEFECTS ARE O O C FOUND. 1. HB12 HOLLO BOLT: 59 FT—LBS m 4. WELD INSPECTIONS SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. cn r m 5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD 2• HB16 HOLLO BOLT: 140 FT—LBS Q NO•$ M GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 3. H820 HOLLO BOLT: 221 FT—LBS WCL 4. M20 AJAX BOLT: 280 FT—LBS. INSPECTION OF HIGH—STRENGTH BOLTING sTgTF �F P� O FOR SNUG—TIGHT JOINTS, PRE—INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TABLE N5.6-1 AND MONITORING OF THE TABLE 8.2 NUT ROTATION FROM SNUG—TIGHT CONDITION FOR TURN—OF—NUT PREiENSIONINGo,b INSTALLATION PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE. THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG—TIGHT JOINTS. DISPOSITION OF OUTER FACE OF BOLTED PARTS AS AI MINIMUM, BOOLTINGASKS INSPECTION AS FOLLOWS: SHALL BE IN ACCORDANCE WITH TABLES N5.6-1, N5.6-2 AND N5.6-3. IN THESE TABLES, BOLT LENGTH` BOTH FACES NORMAL ONE FACE NORMAL TO BOLT BOTH FACES SLOPED NOT DRAWN BY:WL CHECKED BY: KSP/HMA THE TO BOLT AXIS AXIS, OTHER SLOPED NOT MORE THAN 1:20 d REV. DESCRIPTION By DATE 1. OBSERVE (0): THE INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS. MORE THAN 1:20d FROM NORMAL TO BOLT AXIS FIRST ISSUE WL 06 11 21 OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. NOT MORE THAN 4db 1/3 TURN 1/2 TURN 2/3 TURN 0 2. PERFORM (P): THESE TASKS SHALL BE PERFORMED FOR EACH BOLTED CONNECTION. MORE THAN 4dbBUT 0 TABLE N5.6-1 NOT MORE THAN 4 1/2 TURN 2/3 TURN 5/6 TURN 0 INSPECTION TASKS PRIOR TO BOLTING SHEET TITLE: INSPECTION TASKS PRIOR TO BOLTING QC Qq MORE THAN 8db BUT 2 5 NOT MORE THAN 12db 3 TURN 6 TURN 1 TURN/ / MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P GENERAL NOTES o FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 0 °NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE TOLERANCE IS PLUS OR MINUS 30 c) CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH 0 0 DEGREES; FOR REQUIRED NUT ROTATIONS OF 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR Thls drawing/document is the property of IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) MINUS 45 DEGREES. Tower Engineering Solutions, LLC. Information contained herein is considered confidentiol in a, CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. nature and is to be used only for the specific site that it was intended for. W CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND °WHEN THE BOLT LENGTH EXCEEDS 12d THE REQUIRED NUT ROTATION SHALL BE DETERMINED BY Reproduction, transmission, publication or HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS 0 0 ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT SIMULATES THE CONDITIONS OF SOLIDLY disclosure by any method is prohibited FITTING STEEL. except by express written permission from 0 PRE—INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND Tower Engineering Solutions, LLC. Without DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED O d exception, the information on this o BEVELED WASHER NOT USED. drawing/document remains the property of PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER Tower Engineering Solutions, LLC. L COMPONENTS SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004 SHEET NUMBER: REV RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS G N- 1 Q 0 U Per it # BLDG 2021-1514 SCOPE OF WORK Date-: 08 0 /2021 9:45:38 AM 1 1NIL tACE Att EXISIING ANItNNA MOUNT PIPES WITH NEW 2" PST ANTENNA MOUNT PIPE (8 " THEN RELOCATE EXISTING ANTENNA TO NEW ANTENNA MOUNT PIPES. (2) CENTER TO BE MAINTAINED. Tower Engineering Solutions TES g P ' 1 T��0�11� WITH CARRIER PRIOR TO REPLACING OF EXISTING ANTENNA f 6 f:' b MOUNT PIPES TO DETERMINE IF EXISTING ANTENNAS NEEDS TO BE TURNED DOWN. 4 �� 1320 GREENWAY DRIVE, SUITE 600 �� IRVING, TX 75038 OINSTALL NEW CROSSOVER CHANNEL BRACKET KIT. (2) PER SECTOR. SEE SHEET PH: 972 483-0607 MS—CHB350-2875 FOR DETAILS. fQ� 1 0 � O3 INSTALL NEW SUPPORT RAIL CENTER PIPE KITS. (2) PER SECTOR. SEE SHEET INC SBA MS—HRCP-35 FOR DETAILS. ` OINSTALL NEW 3" PST SUPPORT RAIL PIPE. (1) PER SECTOR. �� (FIEIp� (RFF� fQ�� Sp 1 5900 BROKEN SOUND PARKWAY, NW iRIFy� qCINC BOCA RATON, FL 33487 OINSTALL NEW HEAVY COLLAR MOUNT (NOT SHOWN FOR CLARITY). SEE SHEET MS—H1436 J (800)-487—SITE FOR DETAILS. TES JOB N0: 2 i O 108109 INSTALL NEW ROTATABLE T—ARM KIT. SEE SHEET MS—TAW-350R0 FOR DETAILS. CUSTOMER SITE No: OTHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN—UP, REMOVAL AND DISPOSAL CA45527—A—SBA OF EXCESS MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION CUSTOMER SITE NAME: OF THE PROJECT. MACHADO o 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 Q�pFESS/pNA O DOLE 7 F� mow_ m No. 86 t J, EXISTING ANTENNA MOUNT 43 Q ® 53' ELEV , t ISOMETRIC VIEW DRAWN BY:WL CHECKED BY: KSP/HIM EXISTING ANTENNA MOUNT @ 53' ELEV. REV. DESCRIPTION BY DATE (MODIFICATION IS TYPICAL FOR ALL (3) SECTORS) AFIRST ISSUE WL 06 11 21 0 0 0 PHOTO 1 SHEET TITLE: CONTRACTOR NOTE: 1. rr IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THERE IS NO ANTENNA MOUNT INTERFERENCES WITH (PORT HOLES, SAFETY CLIMB BRACKETS, TRANSMISSION LINES, ETC.) PRIOR TO MOBIUZATION AND INSTALLATION OF THESE MODIFICATIONS. MODIFICATION DETAILS EXISTING TOWER IS PAINTED. CONTRACTOR TO VERIFY WITH TOWER OWNER IF NEW 2. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO MODIFICATION MEMBERS ARE TO BE PAINTED TO MATCH EXISTING TOWER COLOR. THIS DRAWING O 972-483-0607 OR EMAIL-TESORDERSOTESTOWER.US This drawing/document is the property of Tower Engineering Solutions, LLC. Information NOTES: contained herein is considered confidential in nature and is to be used only for the 1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS AND/OR ANY OTHER ITEM specific site that it was intended for. w MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION MAY OCCUR. CITY, PART NO. DESCRIPTIONS Reproduction, transmission, publication or NO, disclosure by any method is prohibited 2. WHEN FIELD CUTTING AND DRILLING ANGLES, USE SAME GAGE LINES AND EDGE DISTANCES except by express written permission from AS INDICATED ON SHOP CUT AND DRILLED ENDS. 1 6 PST2375-8 2"PST(2 375"O D X 0 154"THICKNESS)X 8'-O"A53 GR Tower Engineering Solutions, LLC. Without 2 6 MS-CHB350-2875 METROSITE CROSSOVER CHANNEL BRACKET KIT exception, the information on this N drawing/document remains the property of 3. APPLY (2) COATS OF ZINGA COLD GALVANIZING COMPOUND AS PER THE MANUFACTURER'S 3 2 MS-HRCP-35 METROSITE SUPPORT RAIL CENTER PIPE KIT Tower Engineering Solutions, LLC. L SPECIFICATIONS TO ALL FIELD CUT AND DRILLED AREAS. 4 3 PST350-8 3"PST(3.50"O D X 0.216"THICKNESS)X 8'-O"A53 GR_-E SHEET NUMBER: REV : CD 4. MEMBERS IN BLUE DOLOR ARE NEW REINFORCEMENTS. A- 1 MS-H1436 METROSITE HEAVY COLLAR MOUNT PLATE ASSEMBLY /� _ O 6 1 MS-TAW-350RO METROSITE ROTATABLE T-ARM KIT /� ('JtV of Lake FIsonare BUILDING DIVISION Per it # BLDG 2021-1514 REPLACE ALL EXISTING Dat : 08/02/2021 9:45:38 AM ANTENNA MOUNT PIPES WITH NEW 2" PST b ■ ■„■;■ ■ ANTENNA MOUNT PIPE p �■ i �I (8'-0" LONG). THEN RELOCATE EXISTING TES A ANTENNA TO NEW MOUNT PIPES. (2) PER Tower Engineering Solutions �- SECTOR. EXISTING 1320 GREENWAY DRIVE, SUITE 600 ANTENNA RAD CENTER IRVING, TX 75038 l — TO BE MAINTAINED. PH: 972 483-0607 - - - - SBA 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 *7M . (800)-487-SITE TES JOB N0: ' 108109 CUSTOMER SITE NO: CA45527—A—SBA CUSTOMER SITE NAME: MACHADO 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 PHOTO 1 PHOTO 2 Q�OF ESS/0,1, Gp LE T/'0�t��G) G m No Cn d •* DRAWN BY:WL CHECKED BY: KSP/HMA -1 REV. DESCRIPTION BY DATE A FIRST ISSUE WL 06 11 21 EXISTING RRUS/EQUIPMENT MAY BE RELOCATED 0 ALONG THE MEMBER TO ACCOMMODATE THE 0 INSTALLATION OF NEW MOUNT MODIFICATION Q SHEET TITLE: J ANTENNA MOUNT 0 PHOTOS o N This drawing/document is the property of ` Tower Engineering Solutions, LLC. Information Y contained herein is considered confidential in nature c a used only for the PHOTO 3 specific site is to be e that was intended for. Reproduction, transmission, publication or w disclosure by any method is prohibited except by express written permission from F0 Tower Engineering Solutions, LLC. Without exception, the information on this c� drowing/document remains the property of CD Tower Engineering Solutions, LLC. L SHEET NUMBER: REV : U A-2 0 BUILDING DIVISION PE rmit # BLDG 2021-1514 D : 08/02/2021 9:45:38 AM APPROVED THE FOLLOWING DRAWINGS ARE INCLUDED FOR REFERENCE ONLY PLEASE REFER TO THE INSTALLATION DRAWINGS FOR ACTUAL INSTALLATION DETAILS City of la-k-le Elsinore BUILDING DIVISION Ins-CH33S0-zs7s ''� TES Per it # BLDG 2021-1514 ITEI,� NO CST". :'ART NO. DESCRIPTION GRADE HEFT � hT Dat 08/02/2021 9:45:38 AM FITS 3.5" c.D A 1 CH3-714 -L 3/5" X 7" X 1'-2' AM ::HB—I IO.E p ^ b J 2-M" O.D. PIPES. 2 ti1502-5CG-30u-500 tl-BOLT 1/2- X 3' I'A'. X 5" I.L A36 ;CR EM-4) A36 RBC-1 7 A D '7 2 MS02-5=--3625-6D0 RU-Hi LT 1/2` X 3 S/8 IW. X 6' I.L k16 ;Jz EOLIV. A36 RBC ;,ALVANIZE�' -'J 14 APPROVED Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: 972 483-0607 �, S B A FITS 7.375' o.D, & L vi 2.875" O.U. PIPES. 5900 BROKEN SOUND PARKWAY, NW 2 BOCA RATON, FL 33487 ;T1150) (800)-487—SITE TES JOB NO: LAN vlEw 108109 CUSTOMER SITE NO: CA45527-A-SBA CUSTOMER SITE NAME: MACHADO 16401 IAKESHORE DR. LAKE ELSINORE, CA 92530 V I FITS 2.375' O.C. do ? 2.875" C.D. PIPES. �0F ESS/0 (TYP) �OQ DOLE Tj�F 3 ��-` 1 cc TYI') o (D � a No. 86 15UM ETRIC v1Eyi \Q' Q'- �9TF /21 p B LDRAWN BY WL CHECKED BY KSP/HM4 \\ REV. DESCRIPTION BY DATE 01 ` FITS 3.5' 0.0 do A FIRST ISSUE WL 06 11 21 2.875" O.D PIPES. 0 0 0 _ A SHEET TITLE: IUIL'A4li1 YNCVLGINV ,3+,�-1,_S 'A-=TROSITE FABRICATORS-LC J • —`_�I�,,� COMMERCIE GAAL A3359RK L1'C, '�— METROSITE CROSSOVER n CHANNEL BRACKET KIT �ovr VIEW IMLLU0 AISL'R7C►� ulWC!FWA�a„rr uMFrls MS-CHB350-2875 31HL V�aNS AKL IA IW-it i ANC InL_.J�t i Nl;r nR0"CR'v ar vr-R091'C-AeWGTpRS_.0 iT F: 6T%=JFD6KFT t413WACF6 CROSSOVER CHANNEL BRACKET KIT This drawn document Is the 1 ALL h1OLE5 F.tE 'i '16' UI.A. I;N.O QrcIM4:s MG FL APvaovN:sKAaryxs aA 9/ Property of Tower Engineering Solutions, L-C. Information c / x_c. avnav_� svr�.v N u 9 9 2. HOT-DF)PE' GALVANIZED °EP, ASTM A'23. Axicaz N�cnovs contained herein is considered confidential in 3. FITS JP TO 3.5' O.D HC,RIZONTAL t9PE AND 2.875' O.C. VERTICAL PIPE .x.:c.ca a� Fix N$S-CH535C-2875 nature and is to be used only for the specific site that it was intended for. w Reproduction, transmission, publication or c disclosure by any method is prohibited except by express written permission from 0 Tower Engineering Solutions, U.C. Without THIS DRAWING WAS CREATED BY METROSITE, exception, the information on this F� drawing/document remains the property of T WAS ATTACHED F 0 R REFERENCE ONLY Tower Engineering Solutions, L-C. s SHEET NUMBER: RE- # a MS—CHB350-2875 0 0 BUILDING DIVISION VIS—HRCr'-55 ''� III Per Its DG 2021-1514 FEM OT". CART NC. DESCRIPTI"N GRADE SHEET -0 -AT Dat No. 3 r1L375-'C =L 3/5" X 7 '/8' X 10" 436 Tr.F— � A-L> 2 6 MS02-625-3625-600 RU-BOLT 5/5 X 3 5/9 I.W. X 6 11 A36 ,OR EOUN-i 436 RB"-1 3 6 MS02-625-250-400 RU-BOLT 5/B' X 2 1/2" I'h. X 4' LL A36 (OR E01,110 A36 RB^.--, -- TES GAUANIZEn '.ti7 - APPROVED Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: 972 483-0607 S BA Mi 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 (800)-487—SITE TES JOB NO: 108109 �FI 2375' OffCA45527 S E A PIPE. SBA f YPi CUSTOMER SITE NAME MACHADO 16401 LAKESHORE DR, C=7 LAKE ELSINORE, CA 92530 ,,—FM 3.5' O.D. PIPE. e�oFESIO 0 L ES \~ (lYf'1 ��Bp Fti\ A Z C? ct rf1 Ms-HRcr'-s5 ( No. 86 2,1 DRAWN BY:WL CHECKED BY: KSP/HMA REV. DESCRIPTION BY DATE A FIRST ISSUE WL 06 11 21 A A A 0 SHEET TITLE: •gK,;ha�_m„�ic�i,., # ,sR METROSITEFABRICATORS-LC U J Si 180 INDUSTRIAL PARK BLVD. tee COMMERCE GA39529 METROSITE SUPPORT F RAIL CENTER PIPE KIT G^ti lOkVllu c uh.ac ,,.:.lu�srcal A, M�1hutrpn04r-rNX:AJky71S MS-HRCP-35 j FHl:JN1_m INS. N;Jjk A Ih Y.:+�0 i'RO�SF'Ya Vi�ROrf�C"ABWCAfOnS_: F+Is} SUPPORT RAIL CENTER PIPE KIT This drowin document is the property of S pal µ• ��� , ��go•IA BSI^hF r,r7cg oa T Engineering ower En ineerin Solutions, I.I.C.. Information sic.• owawer xx sv � .xz sc.azaaca�rn - contained herein is considered confidential in zx.oc05 y� r..- B MS-HRCP-35 nature and is to be used only for the r.tF.-or specific site that it was intended for. c w Reproduction, transmission, publication or disclosure by any method is prohibited except by express written permission from o Tower Engineering Solutions, L.I.C. Without THIS DRAWING WAS CREATED BY METROSITE, exception, the information on this document remainsIT WAS ATTACHED FOR REFERENCE ONLY drawing/Tower Engineering SoutionsthU-Cproperty of L SHEET NUMBER: REV Y MS—HRCP-35 0 0 U TEM BUILDING DIVISION 110TY. PART No. DESc;41- ON Per nit # BLDG 2021-1514 1 MFH'A'-1 MCUVT PLATE 'All-CMENT A36 Dat : 08/0 ,02.1, 9•4�A :88 8M — THREACE_) -?G•U 3/4- X 2'-4 3/4- w/ 2 HHN & LI EA A36 4 PIA-P, GALVANIZED WEIGHT: 1.56.1 WS TES APPROVED Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: 972 483-0607 SBA 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 -, (800)-487-SITE TES JOB NO: 108109 CUSTOMER SITE NO: a CA45527-A-SBA CUSTOMER SITE NAME. c MACHADO 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 II O Q�pFESS/p�; C,0 L E f- Ti cc rn No. 86 1 m FRONT VIEW 0 --- �A DRAWN BY:WL CHECKED BY: KSP/HMA 2 (1YF) REV. DESCRIPTION BY DATE (' A FIRST ISSUE WL 06 11 21 (rP) A 0 TOP 'VIE41 Q — SHEET TITLE: J .IINUAvu_Ilern:;lk'� � %GTROSI7E FABRICATORS-LC A, 77h:a 190 INDUSTRIAL PARK BLVD. METROSITE HEAVY J � 51,11:e COMMERCE GA 10529 C fi•.F COLLAR MOUNT PLATE KaL$: :•I:d al'1 141:1RNFrC;RI64rMnCOcuAFYIIs HEAVY COLLAR MOUNT PLATE ASSEMBLY R-Y Or o c;xl+IntVllu 4C'IYJsI•C"AD PI dA7AAS o ANC Inc_.nr.NlsF ' A^CCA,n ,�. v> srunarn sFFrr roI r;A,.cFs ASSEMBLY This drawing/document is the property of SLY DETAIL h�9S-H'4..6 c �inu.s rn�Fs ;=Fno•,�i.s1;.AfTJ�S _ . Tower Engineering Solutions, I.L.C. Information .xxic.a: 1«.c;lwvs contained herein is considered confidential in c zxx•c.cae v B MS-H 1438 nature and is to be used only for the F l r r,—nF, specific site that it was intended for. c w Reproduction, transmission, publication or disclosure by any method is prohibited except by express written permission from o Tower Engineering Solutions, L.L.C. Without THIS DRAWING WAS CREATED BY METROSITE, exception, the information on this 7N drawing/document remains the property of cD IT WAS ATTACHED FOR REFERENCE ONLY Tower Engineering Solutions, LLC. L SHEET NUMBER: REV #; U MS-H 1436 0 CotV of Lake FIsonorle. •N,�,TEBUILDING DIVISION MI'HW—' WEL')MENT Per if,#�'�II c'L-,1 0 1� k�k'r a"" OT". PART NO. DESCRIPTI^t\ GRA E _HEFT WT Dat 08/02/2 �L1 9:45:38 AM , 2 PL-4 PL 3/8" X 5 3/8" X 2'-3- A?6 F-2 ,8.8 h /� ='L-5 PL 3%8 X 2 1/2' X O—7 1 J4" ??6 F-2 ? ES /`C :L-6 PL 1/2` X 11/4 Y, i,-7 1/4' A36 F-2 7.5 4 'L PL 3%8" x 4 3/5' r 9 i/2" 36 F-2 7.8 AP P R —3' SLACK WT 36 Tower Engineering Solutions GALVANIZE AT 36 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 1 1/4 PH: 972 483-0607 (r,1 �� � � iYP S B A A �') '�� iYP 1 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 (800)-487—SITE \\ TES JOB NO: 108109 / Y CUSTOMER SITE NO: 1 CA45527—A—SBA CUSTOMER SITE NAME IF HOLE � 3 1/4 MACHADO 11 1/2" ;EF jr`F; TYP -/4 , 4 1 16401 LAKESHORE DR. (NPi / LAKE ELSINORE, CA 92530 TOP VIEN \ 1/4" (1YP 1/4 TYP 1/4 I =1v4! SECTION 'A—A" �. GDLE ile\ V (ttP { .M} w 5 No. 8 11�" O� - �� m o 0� 0 3 AVF "n DRAWN BY:WL CHECKED BY: KSP/HMA r � REV. DESCRIPTION BY DATE D ,� „n, A FIRST ISSUE WL 06 it 21 ll-- --- IL A — FONT VIEW 0 0 — MPW-1 WELOMENT i SHEET TITLE: M=TROSITE FABRICATORS C J � � 18COMIASRCIEGA33529 METROSITE HEAVY COLLAR MOUNT PLATE rRIfY'E'R'ORYorVC� =�G - HEAVY COLLAR MOUNT PLATE WELDMENT 0 ""°'^` WELDMENT DETAIL oecpaA—s AM—I w:4nooN,9K'Mr,RFs - This drawing/document is the property of t;,��;,,.; ,u., Tower Engineering Solutions, LLC. Information x.caz Rncrn , '"..x e ' contained herein is considered confidential B MPHW-1 G c xx•cca specificnature ositei`htat it used was aintended for. w Reproduction, transmission, publication or disclosure by any method is prohibited v except by express written permission from F THIS DRAWING WAS CREATED BY METROSITE, Tower exception, the nnfforrmation on this C. Without " IT WAS ATTACHED FOR REFERENCE ONLY drawing/documentEngineering SolutionsthLLCproperty of 0 9 9 r SHEET NUMBER: REV 0 MPHW- 1 0 BUILDING DIVISION MS-TA*35-3501RJ Per it # BLDG 2021-1514 iTE,, L t;TY 'a.RT NO. DESCRIPTION GRADE SHEET # AT Dat 08/02/2021 9:45:39 AM 3 TAW35-6 T—ARN WELDVENT A36 TAV-135-s k';::: E p r. TA461-CPL-750 PL 3/E x 7 '/2- X 9 7/16- A36 BENT MLATE A36 I!K-5 4_4 3 TARV-CPL-11'5-35 F L 3/8 % 9 "/4" X 1' 3/4- A36 EK-5 TS 4 '2 --- BOLT 5/8' X 2 1/4' A325 W/ HHN § LXW EA. A325 --- -- 1 BOLT 5/8" x 2' A325 W/ HHN & LKW 1- A325 --- APPROVED -- 6 B,^.LT 3/4" x 5 1/2' A325 �4/ HHv k Lk�lr E4. A325 Tower Engineering Solutions EXISTING, VONGDOLE--� +" 6 US02-625-3625-600 RU-BOLT 5/8' X 3 5f8" M. X 6' I.L A.35 (OR EOGN.) --- RBC-' P.7 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 GALVANIZED 'rb•T 39J PH: 972 483-0607 VETROSITE HEAVE' COLLAR VOUNT. 4 SEE SHEEr VS-H'436 / MS-H1242 (nF' FOR DETAILSS13A ;NOT INCLI.CE^i IN THIS KIT) 1 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 (800)-487-SITE St.FaG1tT RAIL ' � � ,NOT INCLGCEJ IN THIS KRjl �\ " TES JOB NO: �' ' SEE DETAIL "A- T--)\ ` > 1\�� y,� CUSTO08109MER SITE NO \ ` CA45527-A-SBA n I I CUSTOMER SITE NAME. MACHADO I I I I I I UU / FklO DRILL •3/16'0 HOLES 1� I PLAN VIEW / FOR 3/4' BOLT (TYP} 1 1 16401 LAKESHORE DR. 771 6;T"PICAL FOR '31 SECTOR? I ) LAKE ELSINORE, CA 92530 �� � 3 6 l�1—" ) I I� (TYP) (TYP; A I� Q�pF ESS/pN SECTION "A-A" �. I �� GOLFF2G) {TYF; Q m No. 8 'TYP) LNG (TYF; 1'/'6" )IA 1'4~ N cV q? I HOLE (TYP) ' 1/4 E7OXX 3.5" O.O SUPPORT RAIL ZO eRt P JN�\� 1 S�°Q 30 p5 2 4' X 6-C" A5D0 ' 8 TUBING H S --r A DRAWN BY:WL CHECKED BY: KSP/HMA -------------- h DESCRIPTION BY DATE 7r I ZL FIRST ISSUE WL 06 11 21 1 --- DETAIL '.A" 0 ---------------- Q —— — ——� E7xx ,/q 0 PL 1/2" x 7 1/4- X 0'- 7 1/4- A36 SHEET TITLE: 'MINI;ANG- ✓NUR.LIIaN VETROSITE FABRICATORS�C 3 s/a' I n;i t tACOMMER`CLGA�BLVD. METROSITE TOTATABLE FRONT VIEW SI^E VIE* _ o TAW'J5-6 "NELD1zENT l a*amtvlu T—ARM KIT uNLLsS 0'•txM9l o CNLvNV _ANr la lnp�G PROlATI OrCN �1 ON 113 CO:UMr I Is 'Y Or V_'ROI-1-IMCATORS,r ANC InNGi gt:N6 ROTATABLE T-ARM KIT srAnoARoS FFT-at r-ACFs h s drawn document is the property N OECIMA.2 At, ES APPRavAt,.�,1,7.ATJRr$ DATA gI p p rty of N' c, aacr Tower Engineering c oRA.Ytiar :r:n.��:Nn Solutions, U.C. Information 1. HOT-DIPPEC GAO'A.NIZED PER ASTV A123. xxac,az NAcnws contained herein is considered confidential in 2. ALL HOLES ARE '1/16" MA.. U.N.O xxA•crae » I +` B MS-TAW35-350R0 nature and is to be used only for the <^rnn:- -,,,,1 �•IrFr n+ Specific site that it was intended for. w Reproduction, transmission, publication or disclosure by any method is prohibited except by express written permission from 0 Tower Engineering Solutions, LLC. Without THIS DRAWING WAS CREATED BY METROSITE, exception, the information on this Fv drawing/document remains the property of IT WAS ATTACHED FOR REFERENCE ONLY Tower Engineering Solutions, I.I.C. t SHEET NUMBER: REV #. 0 MS—TAW-350RO 0 U