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ENC2022-0035
owkra G F M ofibe 1)I.M-I I- — ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 4/28/2022 LOCATION OF CONSTRUCTION (Street address or Description): 79120 CORPORATE CENTER DR EAST OF ADAMS PURPOSE OF CONSTRUCTION: INSTALL NEW AT&T TELECOM EQUIPMENT DESCRIPTION OF CONSTRUCTION: TRAFFIC CONTROL TO INSTALL AT&T TELECOM CELL SITE EQUIPMENT DIMENSION OF INSTALLATION OR REMOVAL: 18X205 MAX APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/3/2022 TIME OF COMPLETION: 5/25/2022 ESTIMATED CONSTRUCTION COST: $15,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby 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. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. RIGHT OF WAY INC - MATT COUMANS 150 EAST ARROW HWY SAN DIMAS, CA 91773 Name of Applicant (please print) MOTIVE ENERGY TELECOMMUNICATIONS GROUP INC -k �t(d� Signature of Applicant or Agent (626)930-9292 Business Address Telephone No. 755 TRADEMARK CIRCLE CORONA, CA 92879 (714)309-6019 Name of Contractor and Job Foreman Business Address 1021440 Contractor's License No. ZURICH AMERICAN INS CO Applicant's Insurance Company Finance Revenue Code PERMIT INSPECTION TRAFFIC CONTROL $3,918.00 TECHNOLOGY ENHANCEMENT FEE $5.00 TOTAL: $3,923.00 Telephone No. 769624 City Business License No. GL0348720214 Policy Number PERMIT NO: ENC2022-0035 DATE ISSUED: 5-6-2022 EXPIRATION DATE: 5-6-2023 BY: A r WORK INSPECTED BY*: PERMIT COMPLETION DATE*: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. ROAD ONE LANE > < BE RIGHT SHARE SIDEWALK CLOSED SIDEWALK CLOSED > < < STEEL OPEN LANE SHOULDER AHEAD AHEAD SIDEWALK END WORK ROAD PREPARED SHOULDER THE TRENCH CLOSED CLOSED ROAD WORK PLATE AHEAD AHEAD TO STOP CLOSED ROAD CLOSED CROSS HERE CROSS HERE AHEAD W20-1 I W20-4 I C9A(CA) W34 CONTRACTOR SHALL INSTALL STEEL PLATES OVER ALL OPEN EXCAVATIONS FOR TRAFFIC USE OUTSIDE OF WORKING HOURS IN ACCORDANCE WITH ALL APPLICABLE CITY STANDARDS. WARNING SIGNS W8-24 'STEEL PLATE AHEAD' SHALL BE PLACED ON ALL APPROACHES TO STEEL PLATES. PLACE AT ADAMS ST IX R9-11(R) PLACE AT ADAMS ST IR9-11(R) — ADAMS ST W21-5a I W11-1 I W16-1P I C27(CA) C30(CA) I C30A(CA) R9-11(R) I R9-11(L) I R9-9 I G20-2 I W8-24 THE CONTRACTOR COORDINATE WITH PROPERTY OWNERS FORLTEMPORARY CLOSURE PHASE 1 - UNDERGROUND UTILITY CONSTRUCTION OF DRIVEWAYS LOCATED WITHIN WORK AREA I - - — - - ------------------ POST TA.N.S.A.T-------------------- ^50' TAPER— 365' TRENCH [CUL-DE-SAC] LINE MADAMS ST R9-9 f�l� x x x ®� CORPORATE CENTRE DR [25MPH] R777777 ...0......0.... 45'� TSHOULDER 100' 100' �( TAPER W11-1 W� 6-1 P W21-5a W20-1 11�[ `l 1-.0"t.0... v1 15- MAX c\lC30A(CA) N � r TYP W20-1 TLINEH II Sid DWY w UNITED STATES U POST OFFICE < W Llool I 55't 1 U o 100' TO W STOP BAR U c U W20-1 W20-1 W20-4 C91A(CA) W3 / 100' 100, 100' 11 PHASE 2 - UNDERGROUND UTILITY CONSTRUCTION I---------------- POST T.A.N.S.A.T.----------------I 50' TAPER 205' 70' TAPER TRANSFORMER F[CUL-DE—SA': R�-s M CORPORATE CENTRE DR [25MPH] RJ_9 W16-1P1 cD m UNITED STATES POST OFFICE THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO FLAGGERS TO CONTROL TRAFFIC ..0•.. C2 (CA) 15' MAX TYP 00' 1 100' 100'100' 7 W34 C9A(CA) W20-4 W20-1 SIP C9A(CA) c� U � w 4g0 SS 0 100' TO o W STOP BARF'Y A• Sr� U W20-1 # 058238 Exp. 6/30/22 CIVIL` of CALF Date signed: 4-19-22 HIGH LEVEL WARNING DEVICE F>> FLASHING ARROW BOARD GENERAL NOTES: 1. ALL SIGNS, DELINEATORS, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE CALIFORNIA M.U.T.C.D. 2. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED TRANSIT SERVICES AT LEAST THREE WORKING DAYS PRIOR TO CONSTRUCTION ON ANY ROADWAY WHERE BUS SERVICE IS PROVIDED. 3. LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THE CONTRACTOR SHALL CONTACT THE CITY FOR POSTING OF TEMPORARY NO PARKING SIGNS. COMPANY/CUSTOMER: W/O & DATE: MOTIVE ENERGY 55905 4/19/22 PLANS PREPARED BY: RIGHT OF WAY, INC.' 150 EAST ARROW HWY SAN DIMAS, CA 91773 P 626.930.9292 F 626.930.9220 C-31 N0. 792675 www.rowtrafficcontrol.com 1 R TYPE II BARRICADE WITH SIGN ® WORK AREA/CLOSURE PROJECT NAME/ADDRESS: 79120 CORPORATE CENTRE DR, LA QUINTA 1=1 TYPE III BARRICADE WITH SIGN' FLAGGER/T.C.O. DATE AND TIME OF PROJECT: PER THE PERMIT 0 TRAFFIC CONE/DELINEATOR """ DELINEATION CENTERLINE PREPARED M. SCALE: SHEET NUMBER: ROBERT M. N.T.S. 1 OF 2 3 DELINEATION —MOUNTED SIGN 4 TRAFFIC CONTROL SIGN SEE TRAFFIC CONTROL SIGN DEPICTIONS ON SHEET 1 — ADAMS ST PHASE 3 - UNDERGROUND UTILITY CONSTRUCTION THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO FLAGGERS TO CONTROL TRAFFIC I - - — - - POST T.A.N.S.A.T. - - [CUL-DE-SAC] CORPORATE CENTRE DR [25MPH] .p C30(CA) p1 O a D( C30(CA) W20-1 W20-4 C9A(CA) 6��W34 W161P TRENCH LIN Llool 100, 100' 120' 75' TAPER 80' I^------ POST T.A.N.S.A.T.----------I UNITED STATES POST OFFICE -- 1 -50' 100' 100' 100'� 100' W11-1 W16-1P W34 C9A(CA) W20-4 W20-1 U PHASE 4 - UNDERGROUND UTILITY CONSTRUCTION [CUL-DE-SAC] ADAMS ST CORPORATE CENTRE DR [25MPH] G20-2)0 C27 CA) N N C30A(CA) N N 15' MAX TYP-{- �'� C30A(CA) y�:. ..... ..... ..... ..... .... ..... ..... ..... ..... ... p ......p.....p..a..p..,m Rp ' V R9-11(L) IX C30A(CA) 0C 1Q W20-1 W21-5a r R 9 ----- -X-X -- R 9 W11-1 PLACE AT W16-1P w TRENE ADAMS ST 45' �45't 100' 100' SHOULDER 125't 190' 50' TAPER H--TAPER------------------ POST T.A.N.S.A.T.------- --- -- I UNITED STATES POST OFFICE THE CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS FOR TEMPORARY CLOSURE OF DRIVEWAYS LOCATED WITHIN WORK AREA W20-1 R9-9)0 PLACE AT COMMERCE CT SIB r rri X rm 100' TO n i STOP BAR m n W20-1 4>�OFESSIp� # 058238 * Ezp. 6/30/22 �q ,O c Date signed: 4-19-22 HIGH LEVEL WARNING DEVICE »> FLASHING ARROW BOARD GENERAL NOTES: COMPANY/CUSTOMER: W/O & DATE: PLANS PREPARED BY: 1. ALL SIGNS, DELINEATORS, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE CALIFORNIA M.U.T.C.D. 2. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED TRANSIT SERVICES AT LEAST THREE WORKING DAYS PRIOR TO CONSTRUCTION ON ANY ROADWAY WHERE BUS SERVICE IS PROVIDED. 3. LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THE CONTRACTOR SHALL CONTACT THE CITY FOR POSTING OF TEMPORARY NO PARKING SIGNS. MOTIVE ENERGY 55905 4/19/22 RIGHT OF WAY, INC. 150 EAST ARROW HWY SAN DIMAS, CA 91773 P 626.930.9292 F 626.930.9220 C-31 NO. 792675 www.rowtrafficcontrol.com of uft R TYPE II BARRICADE WITH SIGN ® WORK AREA/CLOSURE PROJECT NAME/ADDRESS: 79120 CORPORATE CENTRE DR, LA QUINTA 1=1 TYPE III BARRICADE WITH SIGN FLAGGER/T.C.O. DATE AND TIME OF PROJECT: PER THE PERMIT 0 TRAFFIC CONE/DELINEATOR DELINEATION CENTERLINE PREPARED BY: SCALE: SHEET NUMBER: ROBERT M. N.T.S. 2 OF 2 3 DELINEATION —MOUNTED SIGN 4 TRAFFIC CONTROL SIGN APPLICANT: IF USING 11"X17" PLOT, DRAWINGS WILL BEHALF SCALE CONSTRUCTION DRAWING 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. 1. 2019 CALIFORNIA ADMINISTRATIVE CODE KGREEN TRUCTION SHALL COMPLY WITH 2. 2019 CALIFORNIA BUILDING CODE ALIFORNIA RESIDENTIAL, 3. 2019 CALIFORNIA ELECTRIC CODE AL, ELECTRICAL PLUMBING, 4. 2019 CALIFORNIA MECHANICAL CODE ILDING AND ENERGY CODES 5. 2019 CALIFORNIA PLUMBING CODE A QUINTA MUNICIPAL CODE 6. 2019 CALIFORNIA FIRE CODE 1 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE 8. CITY/COUNTY ORDINANCES HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION AND IS EXEMPT FROM ACCESSIBILI REQUIREMENTS IN ACCORDANCE WITH 2O19 CALIFORNIA BUILDING CODE SECTION 11B-203.5 ENGINEERING THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. GENERAL NOTES TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN CALIFORNIA (SOUTH), CALL DIG ALERT ° TOLL FREE: 1-800-422-4133 OR www.digalert.org CALIFORNIA STATUTE Know what's below. WREQUIRES MIN OF WORKING DAYS NOTICE Call before you dig. BEFORE YOU EXCAVATE PROPERTY OWNER: EXTRA SPACE STORAGE, LLC ADDRESS: 2795 E. COTTONWOOD PKWY, STE. 400 SALT LAKE CITY, UT 84121 PHONE: (760) 771-2583 APPLICANT: AT&T ADDRESS: 1452 EDINGER AVENUE TUSTIN, CA 92780 APPLICANT REPRESENTATIVE: EUKON GROUP ADDRESS: 65 POST SUITE 1000 IRVINE, CA 92618 LATITUDE (NAD 83): 330 42' 41.50" N (33.711528°) LONGITUDE (NAD 83): 1160 17' 05.20" W (-116.2847780) GROUND ELEVATION (NAVD 88): 68.6' APN #: 600-390-011 ZONING JURISDICTION: RIVERSIDE COUNTY SITE NUMBER: CSL06268 PACE# MRLOS002986, FA#:11585737, USID: 283331 PROJECT: NEW SITE BUILD (NSB) LT E - 1 C/2 C/3 C/4 C/5 C/6 C/7 C SITE TYPE: RAWLAND SITE ADDRESS: 79120 CORP CENTRE DRIVE LA QU I NTA, CA 92253 One EIL:%vt�n La P (P Q Lei n1a Center Hobby Lobby SITE OCCUPANCY: UNMANNED TELECOMMUNICATIONS + • FACILITY r' " #f LEASE AREA: 693 SQUARE FEET a l mart Su rcp rat-er SITE INFORMATION PROJECT MANAGER: AT&T MOBILITY, LA MARKET 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 CONTACT: RYAN YOUNG PHONE: (714) 488-4029 EMAIL: ry456p@att.com 65 POST SUITE 1000 IRVINE, CA 92618 CONTACT: JERRY AMBROSE PHONE: (805) 637-7407 EMAIL: jambrose@wireless01.com RF ENGINEER: AT&T 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 CONTACT: SANDEEP MANGAT PHONE: (530) 540-4201 EMAIL: sm2840@att.com A&E CONTACT: EUKON 65 POST SUITE 1000 IRVINE, CA 92618 CONTACT: RICH BRUNET PHONE: (949) 553-8566 EMAIL: rich.brunet@eukongroup.com 65 POST SUITE 1000 IRVINE, CA 92618 CONTACT: JERRY AMBROSE PHONE: (805) 637-7407 EMAIL: jambrose@wireless01.com CONSTRUCTION: QUALTEK WIRELESS 10 PASTEUR, SUITE 100 IRVINE, CA 92618-3815 CONTACT: FERNANDO MARTINEZ PHONE: (949) 408-8153 EMAIL: fmartinez@qualtekwireless.com PROJECT TEAM Aire 48 VICINITY MAP DIRECTIONS FROM AT&T OFFICE: 1452 EDINGER AVE, TUSTIN, CA 92780 AERIAL MAPI HEAD SOUTHWEST TOWARD AT&T. TURN RIGHT TOWARD AT&T. TURN LEFT TOWARD AT&T. TURN RIGHT ONTO AT&T. TURN LEFT ONTO EDINGER AVE. TURN LEFT ONTO DEL AMO AVE. TAKE THE RAMP ONTO CA-55 N/STATE RTE 55 N. MERGE ONTO CA-55 N/STATE RTE 55 N. TAKE EXIT 10B TO MERGE ONTO 1-5 N TOWARD SANTA ANA. TAKE EXIT 107A FOR CA-57 N TOWARD POMONA. CONTINUE ONTO CA-57 N. FOLLOW SIGNS FOR CALIFORNIA 60 E/CALIFORNIA 57 N. KEEP LEFT AT THE FORK TO CONTINUE ON CA-60 E, FOLLOW SIGNS FOR POMONA/RIVERSIDE. CONTINUE ONTO CA-60 E/1-215 S. USE ANY LANE TO TAKE THE INTERSTATE 10 S EXIT. MERGE ONTO 1-10 E. TAKE EXIT 139 FOR INDIO BLVD TOWARD INDIO. TURN RIGHT ONTO JEFFERSON ST. TURN RIGHT ONTO MILES AVE. TURN LEFT ONTO ADAMS ST. TURN LEFT ONTO CORPORATE CENTRE DR. TURN LEFT. DESTINATION WILL BE ON THE RIGHT DRIVING DIRECTIONS HEET DESCRIPTION REV T-1 TITLE SHEET 0 T-2 GENERAL NOTES, LEGEND AND ABBREVIATIONS 0 T-3 GENERAL SIGNAGE 0 T-4 STATEMENT OF SPECIAL INSPECTIONS 0 LS-1 SITE SURVEY 0 LS-2 SITE SURVEY 0 A-1 SITE PLAN 0 A-2 ENLARGED SITE PLAN 0 A-3 NEW COMPOUND / EQUIPMENT LAYOUT 0 A-4 NEW ANTENNA PLAN/ANTENNA AND RRU SCHEDULE 0 A-5 NEW NORTH AND SOUTH ELEVATION 0 A-6 PANEL ANTENNAS AND RRUS SPECIFICATIONS 0 A-7 EQUIPMENT DETAILS 0 A-8 EQUIPMENT DETAILS 0 A-9 EQUIPMENT DETAILS 0 A-10 DETAILS 0 GEN-1 GENERATOR SPECIFICATIONS 0 GEN-2 GENERATOR SPECIFICATIONS 0 E-1 ELECTRICAL SITE PLAN 0 E-2 SINGLE -LINE DIAGRAM/AC PANEL SCHEDULE 0 E-3 ELECTRICAL NOTES 0 E-4 ANTENNA AND RRUS/EQUIPMENT GROUNDING LAYOUT 0 E-5 GROUNDING DETAILS 0 E-6 GROUNDING DETAILS 0 FD-1 FIRE DEPARTMENT NOTES AND BATTERY INFORMATION 0 TOWER DESIGN T1 TITLE SHEET 0 N1 NOTES & SPECIFICATIONS 0 S1 ELEVATIONS 0 S2 DETAILS 0 S3 DETAILS 0 S4 ANTENNA MOUNT DETAILS 0 S5 DRILLED PIER FOUNDATION 0 SHEET INDEX SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. DO NOT SCALE DRAWINGS The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 IRVINE, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: TITLE SHEET SHEET NUMBER: 0 a w 06 Q z 0 Y w 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. Q NEW ANTENNA GROUT OR PLASTER 5/8" X 10'0" ,CU. GND ROD IN 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC 4r'�, EXISTING ANTENNA (E) BRICK - -T-- UNDERGROUND TELCO RUN TEST WELL 30" MIN. BELOW GRADE. OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE 0 GROUND ROD (E) MASONRY e CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. G GROUNDING CONDUCTOR (XIT GROUND ROD) 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB GROUND BUS BAR .' CONCRETE SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS ■ CADWELD CONNECTION AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS • MECHANICAL GRND. CONN _ =_ =_ =_ =_ = EARTH GROUNDING CONDUCTOR SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND GRAVEL • MECHANICAL CONNECTION ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ® CADWELD CONDUIT UNDERGROUND 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED PLYWOOD , HALO GROUND CONNECTION BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY GROUND ACCESS WELL THE CONTRACT DOCUMENTS. SAND FUSE, SIZE AND TYPE AS INDICATED. CIRCUIT BREAKER 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN E ELECTRIC BOX ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY ® WOOD CONT, OJ SAFETY SWITCH, 2P-24OV-60A W/60A FUSES, NEMA 3R INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE ENCLOSURE, SQ D CATALOG NO. H222NRB PRECEDENCE. TELEPHONE BOX WOOD BLOCKING O UTILITY METER BASE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT STEEL MANUAL TRANSFER SWITCH, 2P 24OV 200A, NO FUSE, ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES, LIGHT POLE NEMA 3R ENCLOSURE ® TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, CENTERLINE LIGHTING FIXTURE, FLUORESCENT, 10.94 " '"40W, x 4-0, 2 / ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG AUTHORITY REGARDING THE PERFORMANCE OF THE WORK, MECHANICAL AND FND. MONUMENT #WSW232T ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROPERTY/LEASE LINE STEPDOWN TRANSFORMER MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'0", 2/95W, JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. SPOT ELEVATION SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG MATCH LINE #TWSM232T e RECEPTACLE, 2P3W125V15A, DUPLEX, 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL GROUND TYPE, HUBBEL CATALOG #5362 BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE SET POINT WORK POINT --� MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307 FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 TOGGLE SWITCH, PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE 0 REVISION GROUND CONDUCTOR S #HBL 1 01C EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL HUBBELL CATALOG HBL 2N CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG #PRB SWP TOGGLE SWITCH, 1P120V15A, "WP" 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE XO GRID REFERENCE A COAXIAL CABLE CODE APPROVED MATERIALS. COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, X ou OVERHEAD SERVICE EXIT HUBBELL LIGHTING CATALOG #PRC IONIZATION SMOKE DETECTOR W/ALARM O 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN �X DETAIL REFERENCE CONDUCTORS HORN & AUXILIARY CONTACT, 120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG GENTEX PART NO. 710OF PROJECT AREA DURING CONSTRUCTION. X CHAIN LINK FENCING #HE6-50-2-R91 X ELEVATION REFERENCE OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER POLE LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL 10, DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH _ O MOUNTING TYPE, HUBBELL LIGHTING CATALOG MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. #BRH-100-06-1 - (N) POLE MOUNTED XFMER OHT OVERHEAD TELEPHONE LINE 11, REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF X SURVEY DRAWING (SHEET LS1 OR SHEET C-1), SHALL NOT BE USED TO -X SECTION REFERENCE OHP OVERHEAD POWER LINE LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/30OW, HUBBELL 0 (E) POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE LIGHTING CATALOG #QL-505 CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, E UNDERGROUND POWER RUN (N) PAD MOUNTED XFMER AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF Y� LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING #MIC0175H336 DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL UNDERGROUND POWER/TELCO RUN (E) PAD MOUNTED XFMER SURVEY, THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER. O 5/8" X 10'0" ,CU. GND ROD 30" MIN. BELOW GRADE. 12, THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND LEGEND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING 13, CONSTRUCTION TO THE SATISFACTION OF AT&T. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, A AMPERE EMT, ELECTRICAL METALLIC TUBING MTD. MOUNTED T.O.F. TOP OF FOUNDATION A.B. ANCHOR BOLT E, N. EDGE NAIL MTG. MOUNTING T.O.P. TOP OF PLATE (PARAPET) RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE ABV. ABOVE ENCL. ENCLOSURE MTL. METAL T.O.S. TOP OF STEEL PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, AC ALTERNATE CURRENT/AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE. ACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYP, TYPICAL ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDER GROUND 14, PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U.L. UNDERWRITERS LABORATORY INC. WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING A.F.G. ABOVE FINISHED GRADE EXT, EXTERIOR NO.(#) NUMBER UMTS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION AIC AMPERE INTERRUPTING CAPACITY FAB, FABRICATION(OR) N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE ALUM. ALUMINUM FAC, FACTOR OBIF OPTICAL BASEBAND INTERFACE V VOLT FOR SITE -SPECIFIC CONDITIONS FROM ENGINEER, IF NECESSARY, BEFORE ALT. ALTERNATE F/A FIRE ALARM OH OVERHEAD VAC VOLT ALTERNATING CURRENT PROCEEDING. ANT. ANTENNA F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY IN FIELD APPROX. APPROXIMATE(LY) F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15, BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY ARCH, ARCHITECT(URAL) FIN. FINISH(ED) P POLE WD WIDE(WIDTH) ITEMS, VERIFY THE TYPES AND QUANTITIES. AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH AWG, AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/O WITHOUT 16, CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND BATT. BATTERY FDN, FOUNDATION PH PHASE WD. WOOD PAGER, AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. BD. BOARD F.O.C. FACE OF CONCRETE PLY, PLYWOOD W.P. WEATHERPROOF BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT BILK. BLOCK F.O.S. FACE OF STUD PPC POWER PROTECTION CABINET XFER TRANSFER 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE BLKG. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING BM. BEAM FRP FIBER REINFORCE POLYMER/GALV. PRI PRIMARY XLPE CROSS-LINK POLYETHYLENE ANY WORK. B.N. BOUNDARY NAILING F.S. FINISH SURFACE P.S.F. POUNDS PER SQUARE FOOT CENTERLINE BR. BRANCH FT.(') FOOT (FEET) P.S.I. POUNDS PER SQUARE INCH PLATE, PROPERTY LINE 18, CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 BRKR. BREAKER FTG, FOOTING P.T. PRESSURE TREATED WORKING DAYS OF PROJECT COMPLETION. BTCW. BARE TINNED COPPER WIRE FU FUSE PWR. POWER (CABINET) BTS. BASE TRANSMISSION SYSTEM G GROUND QTY, QUANTITY NOTES FOR EXISTING AT&T CELL SITES: B.O.F. BOTTOM OF FOOTING GR GROWTH (CABINET) RAD.(R) RADIUS - 19. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED B/U BACKUP CABINET GA. GAUGE RBS RADIO BASE STATION 1. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT CONTROL, REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED C CONDUIT GEN. GENERATOR (BASE STATION 3G NETWORKS) THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM ROCK. AS SPECIFIED ON SITE PLAN. CAB. CABINET GI. GALVANIZE(D) RCPT, RECEPTACLE THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION CANT. CANTILEVER(ED) G.F.C. I. GROUND FAULT CIRCUIT INTERRUPTER REF, REFERENCE DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF 20. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF CB. CIRCUIT BREAKER GLB. (GLU-LAM) GLUE LAMINATED BEAM REINF. REINFORCEMENT(ING) CONSTRUCTION. CDMA CODE -DIVISION MULTIPLE ACCESS (2G & 3G) GND GROUND REQ'D. REQUIRED CONTRACTOR. CDUK CONSOLIDATION DISTRIBUTION UNIT KIT CPS GLOBAL POSITIONING SYSTEM RGS. RIGID GALVANIZED STEEL 21. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF C.I.P. CAST IN PLACE GRND. GROUND RRU REMOTE RADIO UNIT 2. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR CKT. CIRCUIT GSM GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) (RADIO TRANSCEIVER) TO COMMENCING ANY WORK, ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFY CLG. CEILING HDBC HARD DRAWN COPPER WIRE RXAIT RECEIVER AIR INTERFACE TRAY ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE ALL DIMENSIONS INCLUDING AS -BUILT DIMENSIONS OF EXISTING STRUCTURES OR CLR. CLEAR HDR. HEADER SAF SAFETY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) HGR. HANGER SCH. SCHEDULE PROCEEDING WITH CONSTRUCTION. PERFORMED. IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS COL. COLUMN LIPS HIGH PRESSURE SODIUM SDBC SOFT DRAWN BARE COPPER OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE CONC. CONCRETE HT. HEIGHT SEC SECONDARY 3. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONN. CONNECTION(OR) ICGB. ISOLATED COPPER GROUND BUS SHT. SHEET WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE CONST. CONT. CONSTRUCTION CONTINUOUS ILC IN.(") INTEGRATED LEAD CENTER INCH(ES) SIM, S.N. SIMILAR SOLID NEUTRAL ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. WORK AFFECTED, THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY d PENNY (NAILS) INT. INTERIOR SPEC, SPECIFICATION(S) ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE DBL. DOUBLE LB.(#) POUND(S) SQ. SQUARE USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. PROCEEDING. DC DIRECT CURRENT L.B. LAG BOLTS S.S. STAINLESS STEEL DEM. DEMAND L.F. LINEAR FEET (FOOT) STD. STANDARD 4. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN DEPT. DEPARTMENT LG, LENGTH STL. STEEL WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT D.F. DOUGLAS FIR L. LONG(ITUDINAL) STRUC, STRUCTURAL SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE DIA. DIAL. DIAMETER DIAGONAL LPS LTE LOW PRESSURE SODIUM LONG TERM EVOLUTION (4G MOBILE TECH.) SURF SURFACE THE WORKERS TO DANGER, PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO DIM. DIMENSION MAS. MASONRY SW TEL, SWITCH TELEPHONE BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. DWG. DRAWING(S) MAX. MAXIMUM TEMP. TEMPORARY DWL. DOWEL(S) M.B. MACHINE BOLT THK. THICK(NESS) 5. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 EA. EACH MECH. MECHANICAL TMAS TOWER MOUNTED AMPLIFIER CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO EGR. EMERGENCY GENERATOR RECEPTACLE MFR. MANUFACTURER (DC SUPPLY VOLTAGE) PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL EL. ELEVATION MIN. MINIMUM T.N. TOE NAIL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ELEC. ELECTRICAL MISC. MISCELLANEOUS T.O.A. TOP OF ANTENNA ROUTING WITH THE CONTRACTOR. ELEV. ELEVATOR MLO MAIN LUGS ONLY T.O.C. TOP OF CURB 6, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. ABBREVIATIONS 2 EXISTING AT&T CELL SITE NOTES 3 GENERAL NOTES 4 APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION moo LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: GENERAL NOTES, LEGEND, AND ABBREVIATIONS SHEET NUMBER: APPLICANT: NOTICE Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC General Population Exposure Limits. Follow all posted signs and site guidelines for working in a RF environment. Ref.47CFR 1.1307(b) WARNING! DANGER DO NOT TOUCH TOWER! SERIOUS "RF" BURN HAZARD! MAINTAIN AN ADEQUATE CLEARANCE BETWEEN TOWER SUPPORTS AND GUY WIRES FAILURE TO OBEY ALL POSTED SIGNS AND SITE GUIDELINES FOR WORKING IN A RADIO FREQUENCY ENVIRONMENT COULD RESULT IN SERIOUS INJURY. CONTACT CURRENT MAY EXCEED LIMITS PRESCRIBED IN ANSI/EEE C95.1-1992 FOR CONTROLLED ENVIRONMENTS. • *at&t • ALERTING SIGN NO SCALE aM I • CAUTIONi Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC Occupational Exposure Limits. Obey all posted signs and site guidelines for working in a U enviroment. Ref:47CFR 1.1307(b) ALERTING SIGNS NO SCALE INFORMATION AT&T operates telecommunications antennas at this location. Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s) of the antenna(s) before working closer than 3 feet from the antenna. Contact AT&T at prior to performing any maintenance or repairs near AT&T antennas. This is Site#� Contact the management office if this door/hatch/gate is found unlocked. INFORMACION En esta propiedad se ubican antenas de telecomunirationes operadas par AT&T. Favor inantener una distancia de no menos de 3 pies y obedecer todos los avisos. Comuniquese con el propictario o los propicatarios de las antenas antes de trabajar o caminar a una distancia de menos de 3 pies de la antena. Comuniquese con AT&T antes de realizar cualquier inantenimiento o reparaciones cerea de Is antenas deAT&T. Esta es Is estadon base numero Favor comunicarse con la oficina de la administracion del edificie si esta puerta a compuerta se encuentra sin randado. • *7aW • INFO SIGN #1 NO SCALE 0 N a w 06 a z O Y w • • PROPERTY OF AT&T 40 aW • IN CASE OF EMERGENCENY, OR PRIOR TO PERFORMING MAINTENANCE ON THIS SITE, CALL 800-638-2822 AND REFERENCE CELL SITE NUMBER INFO SIGNS NO SCALE at&t INFO SIGN #3 NO SCALE INFORMATION ACTIVE ANTENNAS ARE MOUNTED ❑ ON THE OUTSIDE OF THIS BUILDING ❑ BEHIND THIS PANEL ON THIS STRUCTURE STAY BACK MINIMUM OF 3 FEET FROM THESE ANTENNAS Contact AT&T at and follow their instructions prior to performing any maintenance or repairs closer than 3 feet from the antennas. This is AT&T site# INFO SIGN2 NO SCALE aM GENERATOR BATTERY NO SCALE S T A Y B A C K �J F E E T F R 0 M A N T E N N A aM INFO SIGN NO SCALE El 3 BATTERY NO SCALE l,J All -cal IV V Jl HLL GENERAL SIGNAGE GUIDELINES INFO SIGN #1 INFO SIGN #2 INFO SIGN #3 INFO SIGN #4 INFO SIGN #5 Striping NOTICE SIGN CAUTION SIGN Structure Type Towers entrance gates, 9 On the shelter At the height of MONOPINE/Monopine/Monopalm shelter doors OR climbing side of on backside of on the side of door or on one the first climbing on the outdoor the Tower Antennas Antennas outdoor step, min. 9ft cabinets equipment cabinet above ground entrance gates, On the shelter At the height of shelter doors OR climbing side of on backside of on the side of door or on one the first climbing SCE Towers/Towers with high voltage on the outdoor the Tower Antennas Antennas outdoor step, min. 9ft cabinets equipment cabinet above ground entrance gates, on the pole, no On the shelter shelter doors OR less than aft on backside of on the side of door or on one Light Poles/Flag Poles on the outdoor below the Antenna Antennas Antennas outdoor cabinets and no equipment cabinet entrance gates, on the pole, no On the shelter If GP max value of MPE at antenna Utility Wood Poles (JPA) shelter doors OR less than 3ft on backside of on the side of door or on one level is: 0-99%: Notice sign; over 99%: on the outdoor below the Antenna Antennas Antennas outdoor Caution sign at no less that aft below cabinets and no equipment cabinet antenna and 9ft above ground entrance gates, on the pole, no On the shelter Notice or Caution sign at no less than shelter doors OR less than aft on backside of on the side of door or on one 9ft above ground: only if the exposure Microcells mounted on non—JPA poles on the outdoor below the Antenna Antennas Antennas outdoor exceeds 90% of the General Public cabinets and no equipment cabinet Exposure at 6ft above ground or at Roof Tops At all access points to the roof X On Antennas X X X Concealed Antennas X X antennas mounted facing outside the building X X antennas on support structure X X Roofview Graph: adjacent to each Radiation area is within 3ft from antenna X antenna either Notice or Caution sign (based on Roofview results) at antennas barrier diagonal, yellow Radiation area is beyond aft from antenna y adjacent to each striping as to X antenna Roofview graph adjacent to On the shelter Church Steeples Access to steeple antennas if On backside of On the side of door or on one Caution sign at antennas are Antennas Antennas outdoor the antennas concealed equipment cabinet adjacent to On the shelter Caution sign Water Stations Access to ladder antennas if On backside of Antennas On the side of Antennas door or on one beside info sign #1, 9ft antennas are outdoor min. concealed equipment cabinet above ground Notes for Rooftop sites: 1. Either NOTICE or CAUTION signs need to be posted at each sector as close as possible to: the outer edge of the striped off area of the outer antennas of the sector. 2. If Roofview shows: only blue = Notice Sign, blue and yellow = Caution Sign, only yellow = Caution sign to be installed. 3. Should the Required striping area interfere with any structures or equipment (A/C, vents, roof hatch, doors, other antennas, dishes, etc.). please notify AT&T to modify the striping area, prior to starting the work SIGNAGE GUIDELINES CHART NO SCALE The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 IRVINE, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: GENERAL SIGNAGE SHEET NUMBER: T3 APPLICANT: STATEMENT OF SPEC AL NSPECT ONS NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS. DESIGN STRENGTH FREQUENCY 1. ANCHORS: (SEE DETAIL 8/A-7 AND SHEETS N1 AND S2) ADHESIVE AND EXPANSION ANCHORS IN CONCRETE OR MASONRY, HILTI KWIK BOLT TZ EXPANSION ANCHOR, PER ICC REPORT ESR-1917. PERIODIC ADHESIVE AND EXPANSION ANCHORS IN CONCRETE OR MASONRY. INSPECTOR SHALL VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, THICKNESS AND COMPRESSIVE STRENGTH, HOLED DIMENSTIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE. 2. CONCRETE: (SEE SHEETS A-9, N1 AND S5) A. CONTINUOUS INSPECTION AND TEST CYLINDERS FOR STRUCTURAL CONCRETE EXCEPT FOUNDATION CONCRETE OF 2500 PSI OR LESS CONTINUOUS AND SPECIFIED EXCEPTIONS PER SECTION 1705.3 (TABLE 1705.3). B. CONTINUOUS SPECIAL INSPECTION OF DRILLING OPERATION FOR PIER FOUNDATIONS. C. CONTINUOUS SPECIAL INSPECTION TO VERIFY LOCATION, PLUMBNESS, DIAMETER, AND LENGTH OF PIER FOUNDATIONS. D. CONTINUOUS SPECIAL INSPECTION OF ANCHOR BOLTS PRIOR TO AND DURING CONCRETE PLACEMENT. E. CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT. F. CONTINUOUS SPECIAL INSPECTION OF DRILLING OPERATION FOR PIER FOUNDATIONS. 3. REINFORCING STEEL: (SEE SHEETS A-9, N1 AND S5) A. PLACING OF REINFORCING PER SECTION 1705.3 (TABLE 1705.3). PERIODIC B. PERIODIC SPECIAL INSPECTION OF PLACEMENT OF REINFORCEMENT STEEL 4. HIGH STRENGTH BOLTING: (SEE SHEETS N1 AND S5) A. PERIODIC SPECIAL INSPECTION OF HIGH -STRENGTH BOLTING PERIODIC 5. MASONRY: (SEE SHEET A-8) A. LEVEL 1 SPECIAL INSPECTION IS REQUIRED FOR MASONRY IN ACCORDANCE WITH CODE SECTION 1705.4. PERIODIC 6. WELDING: (SEE SHEETS S3 AND S4) NO FIELD WELDING SHALL BE PERMITTED. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. SPECIAL INSPECTION NOTES: 1. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 2. CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF CBC SECTION 1704, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL THE WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS. 3. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE AUTHORITY HAVING JURISDICTION, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 5. NOTICE TO THE CONTRACTOR: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF -SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 6. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/ OWNER -BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF -SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 7. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE AUTHORITY HAVING JURISDICTION, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. 8. WORK REQUIRING SPECIAL INSPECTION THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INPSECTOR IS SUBJECT TO REMOVAL OR EXPOSURE AT NO COST TO THE GOVERNING JURISDICTION. The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: TATEMENT OF SPECIA INSPECTIONS SHEET NUMBER: / SURVEY DETAIL, / SEE THIS PAGE e Ok D/Nc / I� 11 e0/� DING �o 11 W 0 I z � o o 0 a c� o m � o � o w a � L / 'S T FLOOD ZONE A / / 128.4 OP OF EXISTING / 68.2 MONOPALM / AP / 1 / 106.9 / BOLLARD ! PALM (TYP) 118.7 PALM ELECTRIC VAULT ASPHALT COMMUNICATIONS VAULT 68.8 PARKING LOT EXISTING TELECOM SITE CONC I A PARENT PARCEL 2 APN: 600-390-011 69.2 CONC FLOOD ZONE 'X" CONCRETE GUTTER O � 119 I A.1 o o O z F�69.8 CONC ° G TE 0 tONC 1��.,� 11STZl SURVEY DATE 02/18/2020 BUILDING BUILDING v - D.2 488.62COMMUNICATIONS VAULT ' S89°42'57"W CORPORATE CENTER DRIVE 545.61 ' BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM CALIFORNIA STATE PLANE COORDINATE ZONE SIX, DETERMINED BY GPS OBSERVATIONS. BENCHMARK PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION OF NGS 'GEOID 1213' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY OBSERVATIONS OF THE 'SMARTNET' REAL TIME NETWORK. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD88. FOOD ZONE THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE "X". ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP(S), MAP ID #06065C2233H, DATED 04/19/2017 7-77 � o / W � � o lo a� � o W o A NORTH SCALE: 1" = 60' OVERALL DETAIL z 0 J_ m C\2 C".) O I O O CID I O O O P.O.C. TRANSFORMER METER PEDESTAL SURVEYOR'S NOTES SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS AND FOLLOWS THE CURRENT NATIONAL MAP STANDARDS FOR VERTICAL ACCURACY. UTILITY NOTES SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE DEFINITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT 811 AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. LEGEND AP ASPHALT �Cyf, FIRE HYDRANT BLDG TOP OF BUILDING WV CONC CONCRETE N WATER CONTROL VALVE FC FACE OF CURB -0� POSITION OF NG NATURAL GRADE GEODETIC COORDINATES R/W RIGHT OF WAY SPOT ELEVATION PALM TREES CM U WALLS CURBLINES — EXISTING BUILDINGS PARKING STRIPES STREET CENTERLINES — — — — RIGHT OF WAY LINES — — — — SUBJECT PROPERTY LINE — — — — ADJACENT PROPERTY LINE LEASE AREA LIMITS MAJOR CONTOUR INTERVAL MINOR CONTOUR INTERVAL GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 40 PEDESTRIAN PASS THRU ° 69 88 f API 69.5 F� �69.9 NG I I I BLDG I I 1 68.8 1 f AP 1 I I I w I CURB Q ADJACENT PARCEL z APN: 600-390-008 Q 0 U) 0 z Q J BUILDING 70.6 NG 0 I I C 69.1 CONC POSITION OF GEODETIC COORDINATES LATITUDE 33° 42' 41.50" (33.711528) NORTH (NAD83) LONGITUDE 116° 17' 05.20" (116.284778°) WEST(NAD83) GROUND ELEVATION @ 68.9' (NAVD88) PROPOSED AT&T 68.7 LEASE AREA AP (606 SQ.FT.) N90°00'00"E - 30.34' / w `n 0 o 69.01 _0 0 AP 0 N z 0\ N89°56'59"W 25.83' PARKING STRIPES PROPOSED 12' WIDE ACCESS PATH / BOLLARD (TYP) ° O wv 68.8 AP �y/TF�LgT WESTWARD HO DR NOMM o PROJECT AREA � V) Mi z Un J c o CORPORATE CNTR z Q o HI GH wo �Pa AVENUE 47 111 VICINITY MAP N.T.S. COACHELLA VALL STORM WATER CHANNEL FLOOD ZONE 'A" 68.8 (_AP POSITION OF GEODETIC COORDINATES S44°40'55"E �5.07' 68.5 f AP Co Nv ^� �ry v P.O.B. AP BUILDING CONCRETE GUTTER 68.6 AP FLOOD ZONE X' HALT PARKING LOT /I 68.5J' AP 68.4 fAP APPLICANT: The new -.a _T m 1452 EDINGER AVENUE 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 IRVINE, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: RAG CHECKED BY: JIG REVISIONS: 2 07/28/20 TITLE/LEGALS (C) (CK) 1 04/17/20 DESIGN (C) (CK) 0 03/21 /20 COORDINATES (NS) A 02/21 /20 PRELIMINARY (RAG) REV DATE DESCRIPTION 410 E. SOUTHERN AVE. TEMPE, ARIZONA 85282 PH. (480) 659-4072 www.ambitconsulting.us I ambit consulting PROJECT INFORMATION: CLU6268 79120 CORPORATE CENTER DR. LA QUINTA, CA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE SURVEY SHEET NUMBER: APPLICANT: SCHEDULE "B" NOTE REFERENCE IS MADE TO THE TITLE REPORT ORDER #09205663-920-CMM-CM8, ISSUED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, DATED NOVEMBER 20, 2017. ALL EASEMENTS CONTAINED WITHIN SAID TITLE REPORT AFFECTING THE IMMEDIATE AREA SURROUNDING THE LEASE HAVE BEEN PLOTTED. ITEMIZED NOTES: 1. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC RECORDS. (NOT A SURVEY MATTER -NOT PLOTTED) 2. EASEMENTS OVER SAID LAND FOR PUBLIC ROADS, RIGHTS OF WAY AND RIGHTS INCIDENTAL THERETO; ALSO PRIVATE EASEMENTS OVER SAID LAND FOR ROADS, PIPELINES, DITCHES AND RIGHTS INCIDENTAL THERETO, FOR PURPOSES OF INGRESS AND EGRESS AND FOR CONVEYING IRRIGATING AND DOMESTIC WATER IN FAVOR OF: COACHELLA VALLEY COUNTY WATER DISTRICT AND THE PUBLIC (EASEMENT UNDEFINED - NOT PLOTTED) 3. RESERVATIONS, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE THEREOF. RECORDING DATE: JULY 31, 1905 RECORDING NO: IN BOOK 3, PAGE 228 OF PATENTS (EXACT LOCATION IS INDETERMINATE - NOT PLOTTED) THE EFFECT OF AN EASEMENT 30 FEET ON EACH SIDE OF SECTION LINES IN FAVOR OF THE PUBLIC FOR PUBLIC HIGHWAYS, AS EVIDENCED BY PETITION DATED JANUARY 9, 1901 AND RECORDED APRIL 17, 1959 AS INSTRUMENT NO. 32692 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA AND SHOWN ON A PLAT OF SURVEY PREPARED BY DELTA SURVEYING AND MAPPING OR AMERICAN NATIONAL, DATED MARCH 1, 2016, LAST REVISED MARCH 1, 2016, NETWORK REF. NO. 20160139 (THE "SURVEY"). (AS SHOWN ON SURVEY) EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: PIPELINE RECORDING DATE: MARCH 21, 1997 RECORDING NO: AS INSTRUMENT NO. 95595 OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN. (AS SHOWN ON SURVEY) 6. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: COMMERCIAL DOMESTIC WATER AND/OR SANITATION INSTALLATION AGREEMENT RECORDING DATE: JUNE 19, 2000 RECORDING NO: AS INSTRUMENT NO. 2000-233566 OF OFFICIAL RECORDS REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. NOTE: POLICY AFFIRMATIVELY INSURES THE INSURED THAT (1) THERE ARE NO VIOLATIONS OF THE COVENANTS AND RESTRICTIONS THEREIN CONTAINED AND THAT A FUTURE VIOLATION WILL NOT RESULT IN A FORFEITURE OR REVERSION OF TITLE AND (II) THAT THERE IS NO CONDITION OR RIGHT OF RE-ENTRY UNDER WHICH THE INSURED MORTGAGE CAN BE CUT OFF, SUBORDINATED OR OTHERWISE DISTURBED IN WHOLE OR IN PART. (BLANKET IN NATURE) EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: PURPOSE: PUBLIC STREET AND PUBLIC UTILITY RECORDING DATE: JULY 17, 2000 RECORDING NO: AS INSTRUMENT NO. 2000-275686 OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN. (AS SHOWN ON SURVEY) EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS DELINEATED ON OR AS OFFERED FOR DEDICATION ON MAP/PLAT: PARCEL MAP NO. 29351 PURPOSE: PUBLIC DRAINAGE, STORM DRAIN, 10 FEET LANDSCAPE MAINTENANCE, SIDEWALK AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN. (AS SHOWN ON SURVEY) 9� VARIOUS MATTERS INCLUDING, BUT NOT LIMITED TO, REQUIREMENTS FOR DEVELOPING OR IMPROVING THE LAND, PROPOSED EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS AND PROVISIONS SET FORTH ON PARCEL MAP NO. 29351. (AS SHOWN ON SURVEY) 10. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: PURPOSE: COMMUNICATIONS, TELECOMMUNICATIONS, INTERACTIVE VIDEO RECORDING DATE: OCTOBER 6, 2000 RECORDING NO: AS INSTRUMENT NO. 2000-396210 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 (EXACT LOCATION IS INDETERMINATE -NOT PLOTTED) 11. AN UNRECORDED LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN AS DISCLOSED BY THE DOCUMENT ENTITLED: MEMORANDUM OF AGREEMENT LESSOR: LA QUINTA 2-SPC, LLC, A DELAWARE LIMITED LIABILITY COMPANY LESSEE: COX PCS ASSETS, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY RECORDING DATE: SEPTEMBER 20, 2001 RECORDING NO: AS INSTRUMENT NO. 2001-456029 OF OFFICIAL RECORDS AN AGREEMENT TO AMEND OR MODIFY CERTAIN PROVISIONS OF SAID LEASE, AS SET FORTH IN THE DOCUMENT EXECUTED BY: RECORDING DATE: NOVEMBER 18, 2008 RECORDING NO: AS INSTRUMENT NO. 2008-0610708 OF OFFICIAL RECORDS AN AGREEMENT TO AMEND OR MODIFY CERTAIN PROVISIONS OF SAID LEASE, AS SET FORTH IN THE DOCUMENT EXECUTED BY: RECORDING DATE: DECEMBER 15, 2008 RECORDING NO: AS INSTRUMENT NO. 2008-0654932 OF OFFICIAL RECORDS AN AGREEMENT TO AMEND OR MODIFY CERTAIN PROVISIONS OF SAID LEASE, AS SET FORTH IN THE DOCUMENT EXECUTED BY: RECORDING DATE: DECEMBER 4, 2009 RECORDING NO: AS INSTRUMENT NO. 2009-0626612 OF OFFICIAL RECORDS AN AGREEMENT TO AMEND OR MODIFY CERTAIN PROVISIONS OF SAID LEASE, AS SET FORTH IN THE DOCUMENT EXECUTED BY: RECORDING DATE: FEBRUARY 2, 2010 RECORDING NO: AS INSTRUMENT NO. 2010-0048078 OF OFFICIAL RECORDS AN AGREEMENT TO AMEND OR MODIFY CERTAIN PROVISIONS OF SAID LEASE, AS SET FORTH IN THE DOCUMENT EXECUTED BY: RECORDING DATE: MAY 16, 2011 RECORDING NO: AS INSTRUMENT NO. 2011-0215568 OF OFFICIAL RECORDS THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. AFFECTS: PARCEL 2 (LEASE NOT DEFINED -NOT PLOTTED) 12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: PURPOSE: PUBLIC UTILITIES RECORDING DATE: APRIL 20, 2006 RECORDING NO: AS INSTRUMENT NO. 2006-0285055 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 (EXACT LOCATION IS INDETERMINATE -NOT PLOTTED) SCHEDULE "B" NOTE 13. THE LAND DESCRIBED HEREIN IS INCLUDED WITHIN A PROJECT AREA OF THE REDEVELOPMENT AGENCY SHOWN BELOW, AND THAT PROCEEDINGS FOR THE REDEVELOPMENT OF SAID PROJECT HAVE BEEN INSTITUTED UNDER THE REDEVELOPMENT LAW (SUCH REDEVELOPMENT TO PROCEED ONLY AFTER THE ADOPTION OF THE REDEVELOPMENT PLAN) AS DISCLOSED BY A DOCUMENT. REDEVELOPMENT AGENCY: LA QUINTA REDEVELOPMENT AGENCY RECORDING DATE: OCTOBER 4, 2007 RECORDING NO: AS INSTRUMENT NO. 2007-0619749 OF OFFICIAL RECORDS (BLANKET IN NATURE) �5. GRANT OF EASEMENT AND AGREEMENT RECORDING DATE: OCTOBER 20, 2010 RECORDING NO.: AS INSTRUMENT NO. 2010-0502323 OF OFFICIAL RECORDS (AS SHOWN ON SURVEY) 15. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW, AMOUNT: $59,000,000.00 DATED: MAY 11, 2016 TRUSTOR/GRANTOR EXTRA SPACE PROPERTIES 126 LLC, A DELAWARE LIMITED LIABILITY COMPANY TRUSTEE: CHICAGO TITLE COMPANY, A CALIFORNIA CORPORATION BENEFICIARY: MUFG UNION BANK, N.A., A NATIONAL BANKING ASSOCIATION LOAN NO.: NOT SET OUT RECORDING DATE: MAY 17, 2016 RECORDING NO: AS INSTRUMENT NO. 2016-0200084 OF OFFICIAL RECORDS (NOT A SURVEY MATTER - NOT PLOTTED) 16. AN ASSIGNMENT OF ALL THE MONEYS DUE, OR TO BECOME DUE AS RENTAL, AS ADDITIONAL SECURITY FOR THE OBLIGATIONS SECURED BY DEED OF TRUST SHOWN AS ITEM NO. 15 ASSIGNED TO: MUFG UNION BANK, N.A., A NATIONAL BANKING ASSOCIATION RECORDING DATE: MAY 17, 2016 RECORDING NO: AS INSTRUMENT NO. 2016-0200085 OF OFFICIAL RECORDS (NOT A SURVEY MATTER - NOT PLOTTED) 17. A FINANCING STATEMENT AS FOLLOWS: DEBTOR: EXTRA SPACE PROPERTIES 126 LLC SECURED PARTY: MUFG UNION BANK, N.A., AS AGENT FOR LENDERS RECORDING DATE: MAY 17, 2016 RECORDING NO: AS INSTRUMENT NO. 2016-0200086 OF OFFICIAL RECORDS (NOT A SURVEY MATTER - NOT PLOTTED) 18. AN UNRECORDED LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN AS DISCLOSED BY THE DOCUMENT ENTITLED: MEMORANDUM OF LEASE LESSOR: EXTRA SPACE OF LA QUINTA ADAMS STREET, LLC, A DELAWARE LIMITED LIABILITY COMPANY LESSEE: NEW CINGULAR WIRELESS PCS, LLC, A DELAWARE LIMITED LIABILITY COMPANY RECORDING DATE: MAY 13, 2015 RECORDING NO: AS INSTRUMENT NO. 2015-0199059 OF OFFICIAL RECORDS THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN H E R E I N . (EXACT LOCATION IS INDETERMINATE - NOT PLOTTED) N I& NORTH SCALE: 1" = 60' OVERALL DETAIL LESSOR'S LEGAL DESCRIPTION PARCEL 1: BEING A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, RIVERSIDE COUNTY, STATE OF CALIFORNIA, MORE PARTICULARLY BEING A PORTION OF THE PARCELS OF LAND AS DESCRIBED IN DEEDS RECORDED DECEMBER 6, 1994 AS INSTRUMENT NO. 456615 AND OCTOBER 26, 1994 AS INSTRUMENT NO. 410872 BOTH OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 29 AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 91, PAGE 91 OF RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE ALONG THE WEST LINE OF SAID SECTION, SOUTH 00° 15'44"EAST, 913.18 FEET TO THE SOUTHERLY LINE OF THE COACHELLA VALLEY WATER DISTRICT FLOOD CHANNEL AS DESCRIBED IN THE DEED RECORDED JULY 6, 1961 AS INSTRUMENT NO. 57628; AS INSTRUMENT NO. 57629 AND AS INSTRUMENT NO. 57631 ALL OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; HENCE CONTINUING ALONG SAID SECTION LINE SOUTH 00° 15' 44 EAST, 574.35 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG SAID SECTION LINE NORTH 00° 15' 44" WEST, 574.35 FEET TO A POINT OF CUSP ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 4500.00 FEET, A RADIAL LINE THROUGH SAID POINT OF CUSP BEARS SOUTH 19° 26' 48" WEST, SAID CURVE ALSO BEING SAID SOUTHERLY LINE; THENCE CONTINUING ALONG SAID SOUTHERLY LINE ALSO BEING EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01° 06'02", AN ARC LENGTH OF 86.44 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE SOUTH 71 ° 39' 14" EAST, 329.44 FEET TO THE EASTERLY LINE OF THE LAND AS DESCRIBED IN DEED RECORDED FEBRUARY 14, 1984 AS INSTRUMENT NO. 28914 AND RE —RECORDED MARCH 2, 1984 AS INSTRUMENT NO. 43766 BOTH OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE ALONG SAID EASTERLY LINE SOUTH 00° 05' 50" WEST, 440.86 FEET TO A POINT ON A LINE THAT BEARS NORTH 89° 44' 16" EAST FROM THE TRUE POINT OF BEGINNING; THENCE ALONG SAID LINE, SOUTH 89° 44'16"WEST, 391.10 FEET TO THE TRUE POINT OF BEGINNING. SAID DESCRIPTION IS SHOWN AND DEPICTED AS "RECONFIGURED LOT A"ON CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT NO. 96-230, RECORDED DECEMBER 20, 1996 AS INSTRUMENT NO. 479502 OF OFFICIAL RECORDS. PARCEL 2: PARCEL 1 AS SHOWN BY PARCEL MAP NO. 29351, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ON FILE IN BOOK 197, PAGES 33 THROUGH 36 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. \ ROAD 7 EASEMENT O UTILITY EASEMENT 14 I W W C0 CA Q ROAD 4 EASEMENT O Q I \ I II OO RAINAGE EASEMENT 8 9 A EIMENT I , PARENT PARCEL 1 APN: 600-390-008 LEASE AREA LEGAL DESCRIPTION A PORTION OF PARCEL 1 AS SHOWN BY PARCEL MAP NO. 29351, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ON FILE IN BOOK 197, PAGES 33 THROUGH 36 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE APPARENT CENTERLINE INTERSECTION OF CORPORATE CENTER DRIVE AND COMMERCE COURT, FROM WHICH THE APPARENT INTERSECTION OF THE CENTERLINE OF CORPORATE CENTER DRIVE AND THE SOUTHERLY PROLONGATION OF THE WEST LINE OF SAID PARCEL 1, BEARS SOUTH 89°42'57" WEST, 545.61 FEET; THENCE FROM SAID POINT OF BEGINNING SOUTH 89'42'57" WEST ALONG THE APPARENT CENTERLINE OF COMMERCE CENTER DRIVE, 488.62 FEET; THENCE DEPARTING SAID CENTERLINE NORTH 00°17'03" WEST, 397.33 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89°56'59" WEST, 25.83 FEET; THENCE NORTH 00°18'56" EAST, 20.00 FEET; THENCE NORTH 90°00'00" EAST, 30.34 FEET; THENCE SOUTH 44°40'55" EAST, 5.07 FEET; THENCE SOUTH 26°28'25" WEST, 18.35 FEET TO THE POINT OF BEGINNING. CONTAINING 606 SQUARE FEET (0.01 ACRES) OF LAND, MORE OR LESS. ACCESS NOTE RESERVING NONEXCLUSIVE RIGHT OF USE ACROSS LESSOR'S PROPERTY FOR NECESSARY APPURTENANCES TO CONSTRUCT, OPERATE, AND MAINTAIN A COMMUNICATION FACILITY FOR ITEMS SUCH AS, BUT NOT LIMITED TO INGRESS, EGRESS, PARKING, VEHICULAR MANEUVERING, EQUIPMENT, AND UTILITIES. \ \ CORPORATE CENTER DRIVE PARENT PARCEL 2 APN: 600-390-011 LLANDSCAPE 8 9 MAINTENANCE EASEMENT ®- 077 The newat5t. = - 1452 EDINGER AVENUE 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 IRVINE, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: RAG CHECKED BY: JIG REVISIONS: 2 07/28/20 TITLE/LEGALS (C) (CK) 1 04/17/20 DESIGN (C) (CK) 0 03/21 /20 COORDINATES (NS) A 02/21 /20 PRELIMINARY (RAG) REV DATE DESCRIPTION 410 E. SOUTHERN AVE. TEMPE, ARIZONA 85282 PH. (480) 659-4072 www.ambitconsulting.us ambit consulting PROJECT INFORMATION: CLU6268 79120 CORPORATE CENTER DR. LA QUINTA, CA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE SURVEY SHEET NUMBER: LS = 2 APPLICANT: -11 0 04 w 06 Q z 0 Y w SCALE NOTE: IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. NOTE: ALL EQUIPMENT TO BE 1'-011 ABOVE GRADE. SITE PLAN L/\IV I IIVV I I V I I\lIIVVI VI\IVILI\TTI VJVI 300KVA 120/208V 3PH pRopFR� NE H 2900 NEW AT&T PROJECT AREA. SEE ENLARGED SITE PLAN EXISTING STORM DRAIN EXISTING FIRE HYDRANT EXISTING DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT EXISTING ELECTRICAL APN: 600-390-008 UTILITY TRENCH [APPROX. 400'-0"] NEW 2'X3' HANDHOLE/MMP AND NEW AT&T FIBER P.O.C. pROpFRTy QNF EXISTING CMU WALL ENCLOSURE (BY OTHERS) EXISTING ELECTRICAL VAULT (BY OTHERS) EXISTING COMMUNICATIONS VAULT (BY OTHERS) — EXISTING IID POWER VAULT UN1038705H EXISTING COMMUNICATION LINES NEW AT&T 4" POWER RUN WITHIN AN 18" WIDE UTILITY TRENCH [APPROX. 185'-0"] APN:600- -VjV PROPERTY LINE EXISTING ELECTRICAL EXISTING TRANSFORMER #1075349 PROPERTY LINE 0° a �'js ph 270' 90° B 180' SCALE 40, 0 20' 40' 80' 160' 1 "=40'-0" The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: SITE PLAN SHEET NUMBER: APPLICANT: SCALE NOTE: IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. NOTE: ALL EQUIPMENT TO BE 1'-0" ABOVE GRADE. 9 ENLARGED SITE PLAN U) 0 CD 0 U) 0 Cn 0 w z J w 0 SF C A2,MvTH „C„ 2900 EXISTING DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT EXISTING V-DITCH (2) EXISTING PARKING STALL TO BE REMOVED I I NEW AT&T LEASE AREA SEE COMPOUND LAYOUT I 1 1 I 1 I I PARENT PARCEL FLOOD ZONE "X" -EXISTING ASPHALT PARKING LOT - SCALE 3/16"=1'-0" 0° 0 270' 90° B 180' 4' 0 2' 4' 8' 1 6' The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 IRVINE, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION moo LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: SCALE NOTE: APPLICANT: IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. NjnTF ALL EQUIPMENT TO BE 1'-0" ABOVE GRADE. NEW AT&T BBU6630 AND XMU03 WITHIN A 19" LTE RACK NEW AT&T DC12 SURGE SUPPRESSOR (TYP.-4) NEW AT&T GPS ANTENNA (TYP.-2) NEW AT&T PPC and ATS NEW AT&T CAM LOCK NEW AT&T POWER PLANT NEW AT&T 8'-0" X 8'-0" W.I.C. NEW AT&T BBU6630 AND XMU03 WITHIN A 19" LTE RACK NEW AT&T SHIELDED LIGHT (TYP.) 0° 0 u'js ps`� 270' 90° B 180' CONCRETE WALK IN CABINET SCALE 0 6" 2' 4' 2 3/4 =1 -0 NEW AT&T 12'-0" WIDE ACCESS PATH [APPROX. 430'-0"] NEW AT&T LEASE AREA [693 SQUARE FEET] NEW AT&T 84'-0" HIGH MONOPALM NEW AT&T 10'-0" HIGH CMU WALL ENCLOSURE NEW AT&T TELCO BOX NEW AT&T CIENA NEW AT&T UTILITY H-FRAME (TYP.-2) NEW AT&T POWER RUN WITHIN AN 18" WIDE UTILITY TRENCH [APPROX. 480'-0"] NEW AT&T FIBER RUN WITHIN AN 18" WIDE UTILITY TRENCH [APPROX. 400'-0"] NEW AT&T 500 GALLON WATER TANK 48 X 70" TALL NEW COMPOUND LAYOUT al FUEL TANK 0° 270' 90° B 180' SCALE 4' 0 2' 4' 8' 16' 1 /4"=1'-0" The new CF at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 IRVINE, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: NEW COMPOUND /EQUIPMENT LAYOUT SHEET NUMBER: A 0 04 w 06 a Z 0 Y w NOTES TO CONTRACTOR SCALE NOTE: OPTIMUM ANTENNA REQUIREMENTS (VERIFY WITH CURRENT RFDS) 1. CONTRACTOR IS TO REFER IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR TRANSMISSION TO AT&T'S MOST CURRENT ENLARGEMENT FROM ORIGINAL PLANS. RADIO FREQUENCY DATA SECTORANTENNA TECHNOLOGY ANTENNA MODEL ANTENNA SIZE AZIMUTH RAID CENTER SHEET (RFDS) PRIOR TO NOTE: LENGTH UMBE CONSTRUCTION. 1) MONOPALM FOLIAGE NOT SHOWN FOR CLARITY. Al LTE CCI 8' 1300 80'-0" ±150' 2 FIBER 2) MONOPALM BRANCHES SHALL EXTEND A O TPA-45R-KU8AA-K 2. CABLE LENGTHS WERE MINIMUM OF 18 INCHES BEYOND ANTENNA w A2 LTE CCI $' 130° 80'-0" ±150' 2 FIBER DETERMINED BASED ON A ARRAYS. COA#32 � TPA-45R-KU8AA-K VISUAL INSPECTION DURING 1 Q A3 LTE QUINTEL 8' 1300 80'-0" ±150' 2 FIBER SITE WALK. CONTRACTOR TO QS8458-5 VERIFY ACTUAL LENGTH 20'-0" Q - - - - - - - - DURING PRE -CONSTRUCTION QUINTEL WALK. B1 LTE QS8458-5 8' 2100 80'-0" ±150' 2 FIBER p � CCI 3. CONTRACTOR TO USE _ o U LU B2 LTE TPA-45R-KU8AA-K 8 2100 80 -0 �� ±150' 2 FIBER ROSENBERGER FIBER LINE X Q B3 LTE CCI $1 2100 80'-0" ±150' 2 FIBER HANGER COMPONENTS (OR U TPA-45R-KU8AA-K ENGINEER APPROVED W — m - - - - - - - - EQUAL). Q Q� C1 LTE CCI $' 2900 801_0ll ±150' 2 FIBER 4. CONTRACTOR TO USE I— TPA-45R-KU8AA-K CCI CABLES SPECIFIED (OR D1 10,0„ w C2 LTE TPA-45R-KU8AA-K 8 ' 290 80 -0 ±150' 2 FIBER ENGINEER APPROVED (OCT) D2 Q C3 LTE QUINTEL 8' 2900 80'-0" ±150' 2 FIBER EQUAL ) LTE — (OCT) � - QS8458-5 - - - - - - - S F CT �2iM0 H C„ � o �12 � / 31_ „ o x LTE 70- � O D1 LTEQUINTEL $ ° 100 " $O -O ±150' 2 FIBER ?g ° / D3 3%�„ (OCT) NEW AT&T PANEL ANTENNAS (TYP.-3 PER QS8458 5 C1 LTE SECTOR, TOTAL OF 12) U LU D2 LTE CCI TPA-45R-KU8AA-K $1 100 80'-0" ±150' 2 FIBER (OCT) LTE � D3 CCI LTE 8 10 ° 80 -0 " ±150' 2 FIBER TPA-45R-KU8AA-K J w o \ REMOTE RADIO UNITS /00 NEW AT&T 84'-0" HIGH RRU LOCATION MINIMUM CLEARANCES C2 j -;- MONOPALM SECTOR RRU TYPE (DISTANCE FROM (OCT) ANTENNA) ABOVE BELOW SIDES LTE Al ERICSSON RRUS - 4449 135/1312 ±15' 16" 8" 0" / Al - - - - - 10 NEW AT&T DC9 SURGE Al ERICSSON RRUS - 8843 B2/B66A ±15' 16" 8" 0" ' � ° A -6 SUPPRESSOR (TYP.-4) A2 ERICSSON RRUS - 4478 B14 ±15' 16" 8" 0" I `° A2 - - - - U A2 - - - - - C3 A3 A3 ERICSSON RRUS — E2 B29 ±15' 16" 8" 0" (OCT) a (OCT) = A3 - - - - - LTE a a° LTE a A3 ERICSSON RRUS — 4415 B30 ±15' 16" 8" 0" I a I A4 - - - - A4 - - - - - B1 ERICSSON RRUS — E2 B29 ±15' 16" 8" 0" B1 - "; rn B1 ERICSSON RRUS — 4415 B30 ±15' 16" 8" 0" �, ,�o A2 p B2 ERICSSON RRUS - 4478 B14 ±15' 16" 8" 0" (OCT) � � ~ LU B2 _ _ _ _ _ NEW AT&T RRUS / LTE (TYP.-5 PER SECTOR, U) B2 - - - - - TOTAL OF 20) O / wB3 ERICSSON RRUS - 4449 B5/B12 ±15' 16" 8" 0" 1 �24 5 \ / m B3 - - - - A-6 A-6 A-6 A-6 B3 B4 ERICSSON RRUS - 8843 B2/B66A - ±15' - 16" - 8" - 0" - 7 8 310" \ B4 - - - - - A-6 A-6 B �00 T'y (OCT) \ Al B4 - LTE 1o, 3;0,, / 3 6� (OCT) 7 C1 ERICSSON RRUS - 4449 B5/B12 ±15' 16" 8" 0" o' LTE C1 - - - - - B2 C1 ERICSSON RRUS - 8843 B2/B66A ±15' 16" 8" 0" (OCT) C2 ERICSSON RRUS - 4478 B14 ±15' 16" 8" 0" LTE U C2 - - - - - ^o B3 w U) C2 - - - - - � ti O (OCT) LTE C3 ERICSSON RRUS — E2 B29 ±15' 16" 8" 0" Q C3 - - - - �V�J'� C� C3 ERICSSON RRUS — 4415 B30 ±15' 16" 8" 0" C4 - - - - - C4 - - - - - C4 - - - - - D1 ERICSSON RRUS — E2 B29 ±15' 16" 8" 0" D1 - - - - - D1 ERICSSON RRUS — 4415 B30 ±15' 16" 8" 0" D2 ERICSSON RRUS - 4478 B14 ±15' 16" 8" 0" O SURGE SUPPRESSION SYSTEM D2 - - _ _ - o° U MANUFACTURER PART NUMBER QTY LOCATION Q D3 ERICSSON RRUS - 4449 B5/B12 ±15' 16" 8" 0" w w D3 - - - - - RAYCAP DC12-48-60-0-25E 4 MOUNTED ON NEW W.I.C. D3 ERICSSON RRUS - 8843 B2/B66A ±15' 16" 8" 0" � IS �� D4 - - - - - RAYCAP DC9-48-60-24-8C-EV 6 MOUNTED ON NEW FAUX EUCALYPTUS < 270° 90° B D4 D4 - - - - - 180° ANTENNA AND RRU SCHEDULE 2 NEW ANTENNA PLAN SCALE 2' 0 1 2' 4' 8' APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: NEW ANTENNA PLAN/ANTENNA AND RRU SCHEDULE SHEET NUMBER: 0 N a w 06 Q z O Y W SCALE NOTE: IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE NOTE: NOTE: CORRECTLY, CHECK FOR REDUCTION OR 1) ALL EQUIPMENT TO BE 1'-0" ABOVE GRADE. 1) ALL EQUIPMENT TO BE 1'-0" ABOVE GRADE. ENLARGEMENT FROM ORIGINAL PLANS. 2) MONOPALM BRANCHES SHALL EXTEND A 2) MONOPALM BRANCHES SHALL EXTEND A MINIMUM OF 18 INCHES BEYOND ANTENNA MINIMUM OF 18 INCHES BEYOND ANTENNA ARRAYS. COA #32 ARRAYS. COA #32 1 1 10 NEW AT&T DC9 SURGE SUPPRESSORS (TYP-6) A-6 NEW AT&T RRU (TYP.-5 PER TOP OF TOWER STEEL/NEW AT&T ANTENNAS SECTOR, TOTAL OF 20) �\ TOP OF TOWER STEEL/NEW AT&T ANTENNAS \ ELEV.84'-0" 1 2 4 5 ELEV.84'-0" A-6 A-6 A-6 A-6 NEW AT&T ANTENNA RAID CENTER ELEV.80'-0" 7 8 A-6 A-6 NEW AT&T ANTENNA RAID CENTER ELEV.80'-0" BOTTOM OF NEW AT&T PANEL ANTENNAS ELEV. 76-0" BOTTOM OF NEW AT&T PANEL ANTENNAS ELEV. 76'-0" NEW AT&T RRU (TYP.-5 PER SECTOR, TOTAL OF 20) 1 2 4 5 NEW AT&T PANEL ANTENNAS (TYP.-3 PER SECTOR, TOTAL OF 15) 3 6 9 NEW AT&T PANEL ANTENNAS (TYP.-3 PER SECTOR, TOTAL OF 15) 3 6 9 A-6 A-6 A-6 10 NEW AT&T DC9 SURGE A-6 SUPPRESSORS (TYP-6) A-6 A-6 A-6 A-6 7 8 A-6 A-6 NEW AT&T 84'-0" HIGH NEW AT&T 84'-0" HIGH MONOPALM MONOPALM NEW LIVE PALM TREE IN LEASE AREA. SPECIES TO MATCH OTHER PALMS IN THE AREA. NEW LIVE PALM TREE IN LEASE AREA. SPECIES TO MATCH OTHER PALMS IN THE AREA. 3 NEW AT&T GPS ANTENNA (TYP.-2) 3 NEW AT&T GPS ANTENNA (TYP.-2) �-8 A-8 1 NEW AT&T 8'-0" X 8'-0" W.I.C. A-9 L NEW AT&T 8'-0" X 8'-0" W.I.C. A-9 TOP OF NEW AT&T W.I.C. TOP OF NEW AT&T W.I.C. ELEV. 10'-6" ELEV. 10'-6" � �� TOP OF NEW AT&T CMU WALL DODO ELEV.10'-0" 00000 000Jit 0 00000 C��C�� 0�I10 I1 1L_1= 000000 0 O 0 TOP OF NEW AT&T CMU WALL 00 ELEV.10'-0" 0 y 0 00 00000 GROUND LEVEL GROUND LEVEL ELEV. 0'-0" (REF) ELEV. 0'-0" (REF) 1 1 NEW AT&T 8'-0" HIGH CMU WALL ENCLOSURE A-9 NEW AT&T 8'-0" WIDE DOUBLE SWING WROUGHT NEW AT&T 8'-0" HIGH CMU WALL ENCLOSURE A-9 IRON ACCESS GATE NEW SOUTH ELEVATION 4' 0 2' 4' 8' 1 6' 2 NEW NORTH ELEVATION 4' 0 2' 4' 8' 1 6' 1 3/SCALE°.. 3,S6ALEo., APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: EW NORTH AND SOUT ELEVATION SHEET NUMBER: QUINTEL - QS8658-3 CCI - HPA-65R-BUU-H8 4 5 APPLICANT: DIMENSIONS (LxWxD): 92.4 x 14.8 x 7.4 INCHES 6 7 DIMENSIONS (LxWxD): 96.0 x 12 x 9.6 INCHES (1218 x 376 x 229 mm) 5 (2438 x 304 x 245 mm) SURVIVAL WIND SPEED: > 150 mphR WEIGHT EXCL MOUNTING BRACKETS: 98lbs (44.4 kg) FROND WIND LOAD: 332 Ibs (1479 N) @ 100 mph (1 61 kph) 4 \,®a 3 The new N0. OF CONNECTORS 8x 7/16 DIN FEMALE LONG NECK SIDE WIND LOAD: 193 Ibs (860 N) @ 100 mph (161 kph) a &t MAX WIND SPEED: 150mph (67m/s) EQUIVALENT FLAT PLATE AREA: 13.0 ft2 (1.2 m2) 0. OPTIONAL DOWNTILT WEIGHT (WITHOUT MOUNTING): 68 Ibs (31 kg) s BRACKET 1452 EDINGER AVENUE, EQUIVALENT FLAT PLATE AREA: FRONT: 3.2 ft2 (0.30 m2) SIDE: 6.1 ft2 (0.57 m2) PET SYSTEM WEIGHT: 5.0 Ibs (2.25 kg) � 3RD FLOOR WIND LOAD @ 1 60km/h (45m/s): FRONT: 352N (79.2 Ibs), SIDE: 680N (153 Ibs) CONNECTOR: 6; 7-1 6 DIN FEMALE LONG NECK 3 TUSTIN, CA 92780 OPERATING TEMPERATURE: 40°C TO +65° MOUNTING POLE: 2-5 INCHES (5-12 cm) PIPE MOUNT (TYP.) g �11 VALMONT WCROFLECT PANEL ANTENNA PART #B1001 OR - - APPROVED EQUAL ENGINEER: 5 ol 9.6" 01 12" 7.4" 01 14.8" 9 ® 0000 4 ukon 1 an SFC Communications, Inc. Company 10 8 65 POST, SUITE 1000 NOTES: RVI N E, CA 92618 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING TEL: (949) 553-8566 BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH www.eukongroup.com HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE Hl <�� 2 ° SCISSOR BRACKETS AND SECURE USINT 5/16 INCH HARDWARE PROVIDED. ° �l o -0SQ D° 3. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. DRAWN BY: FG/MP A N Q09090 ITEM QTY DESCRIPTION rn Q�i�4Q� rn 0 1O 1 ADAPTER, POLE, LOWER CHECKED BY: DS/AG U 00 `' BOTTOM 2O 1 BRACKET, DOWNTILT, POLE o REVISIONS: O1 BRACKET, DOWNTILT, ANTENNA BOTTOM O 6 1/2 x 1 HEX HEAD BOLT O6 1/2 SPLIT WASHER O2 5/16 x 1 HEX HEAD BOLT 02 5/16 SPLIT WASHER SIDE FRONT SIDE FRONT ® 4 1/2" THREADED ROD O8 1/2" SPLIT WASHER 10 12 1/2" NUT 1 07/15/21 PLAN CHECK CORRECTIONS NOT USED 11 ANTENNA SPECIFICATIONS 9 INTEGRATED LOAD CENTER 6 ANTENNA MOUNTING DETAIL 3 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING 4,0, RAYCAP DC9-48-60-24-8C-EV ERICSSON RRUS-E2 ERICSSON B14 4478 RRH ERICSSON - RADIO 8843 REV DATE DESCRIPTION DIMENSIONS (LxWxD): 198x260 mm DIMENSIONS, WxDxH: 470x190x518 mm 18.5" DIMENSIONS, WxDxH: 15" x 13.2" x 7.4" moo (31.41 "x10.24") (1 8.5"x7.48"x20.39") POWER CONSUMPTION: 4 x 40W FOR 4T4R OR 2 SECTORS AT 2x40W FOR 2T2R MECHANICAL SPECIFICATIONS LICENSEE: POWER CONSUMPTION: 2 x 40W _ likkiddilillilliddh WEIGHT: 60 LBS. NOMINAL OPERATING VOLTAGE: 48 VDC CAPACITY: 4 ANTENNA PORTS 4TX/4RX 77 , ONE CPRI CONNECTION PER RRH NOMINAL DISCHARGE CURRENT: 20 kA 8/20 µs N00 TOTAL WEIGHT: 52.9 LBS. DIMENSIONS (WxDxH): 18" x 13.2" x 11.3" 15" 7.4" WEIGHT: 75 LBS. MAXIMUM DISCHARGE CURRENT: 60 kA 8/20 µs MAXIMUM CONTINUOUS MOUNTING: WALL AND POLE MOUNT OPERATING VOLTAGE: 60 VDC 7,48 ALARM: 2 EXTERNAL ALARMS VOLTAGE PROTECTION RATING: 330V oo °° ELECTRICAL SPECIFICATIONS: FRONT POWER SUPPLY: -48 VDC OR 100-250 VAC 0000 0°0°0°0°0 0°0°0°0°0 WIND LOADING 1 50 MPH (SUSTAINED) °o°o°o°o 000 19 5 MPH (GUST) o00000000 °°°°°°°°° 000000000 ° o ° o° o ° o ° 000000000 000000000 00 � o00000000 00000000o r� POWER OUTPUT: 320 WATTS 000000000 0000 � o°o°o°o°o o°o°o°o°o TOTAL WEIGHT: 26.2 LBS. 000000000 00000000 0 °o°o°o°o° °o°o°o°o° MAX HEAT DISSIPATION: 1.2 kW 000000000 000000000 000000000 000000000 N o00000000 000000000 �� �� MOW''000000000o MINIMUM AC FUSE RATING: 12 A M P 000000000 000000000 0 0 0 0 o 0 0 0 0 o 000000000 000000000 000000000 000000000 000000000 000000000 RAYCAP DC6 °o°o°o°o°o°o°o°oo 000000000 °g 000000000 0°000°000 000°0°000 OVER VOLTAGE PROTECTOR oo°o°o°o°o°o°oo °o°o°o°o°o°o°o°o°o WITH DOME COVER p00000 000000000 00 o o00000000 FRONT S D CE °00000000 CLIP FOR ATTACHING o00000DATE 0000 07-15-21 DC6 (OVP) TO BASE ASSEMBLY (TYP) REAR DOME SECURING PROJECT INFORMATION: BAND RRUS-E2- B29 8 RRUS-4478 B14 SPECIFICATIONS 5 RRUS-8843 SPECIFICATIONS 2 MIN. 2" TO MAX. 4" �� ERICSSON RRUS-4415 B25 GALVANIZED PIPE E ERICSSON - RADIO 4449 NOTE: DIMENSIONS, WxDxH: 13.46" x 5.87" x 16.54" CSL06268 ANTENNAS, RF EQUIPMENT AND MECHANICAL SPECIFICATIONS POWER CONSUMPTION: 4 x 60W HARDWARE TO BE 79120 CORP CENTRE DRIVE CAPACITY: 4 ANTENNA PORTS 4TX/4RX WEIGHT: 44 LBS. EXCL. MOUNTING HARDWARE INSTALLED PER MANUFACTURERS LA QUINTA, CA 92253 DIMENSIONS (WxDxH): 15" x 13.2" x 9.3" BOLT STEEL PLATE TO NEW SPECIFICATIONS. 13.19" 5.39" UNISTRUT CHANNEL WITH 3/8" WEIGHT: 70 LBS. SPRING BOLT (P23802) WITH MOUNTING: WALL AND POLE MOUNT NUT & WASHER ALARM: 2 EXTERNAL ALARMS RAYCAP SUPPLIED 0 SHEET TITLE: POLE MOUNTING BRACKETS 0 ELECTRICAL SPECIFICATIONS: FRONT 1 /2"0 U-BOLT (TOP AND POWER SUPPLY: -48 VDC OR 100-250 VAC BOTTOM) RAYCAP �o NEW AT&T RRUS PANEL ANTENNA AND SUPPLIED POWER OUTPUT: 320 WATTS O� NEW UNISTRUT CHANNEL (PER PLAN) NOTES: � BASE ASSEMBL MAX HEAT DISSIPATION: 1.2 kW 2 4 R R U SPECIFICATIONS POWER CABLE MINIMUM AC FUSE RATING: 12 AMP 11. RAYCAP VIA AT&T SUPPLIES INGRESS PORTS 1 /4"0 A325 BOLTS AND NUTS, THE DC6 OVER VOLTAGE PROTECTOR AND PIPE MOUNTING TYP. OF (4) 5 7 8 BRACKETS. SUBCONTRACTOR SHEET NUMBER: > SHALL SUPPLY THE PIPE. - - - FRONT SME NEW ANTENNA PIPE MOUNT w CABLE TIE BAR 1.57"f 10.24"06 REAR a z Y DC9 SURGE SUPPRESSOR 10 RRUS-4449 135/1312 SPECIFICATIONS 7 RRUS-4415 B25 SPECIFICATIONS 4 RRU MOUNTING DETAIL 1 w APPLICANT: INTEGRATED LOAD CENTER NOTES: TECHNICAL SPECIFICATIONS: NOTES: (UNLESS OTHERWISE SPECIFIED) POWER PLAN NetSure 721 POWER SYSTEM NOMINAL SYSTEM VOLTAGE: —48 VDC 1. DIMENSIONS ARE IN INCHES DIMENSIONS (LXWXD): 60"X30"X12.7" BY EMERSON OR EQUAL APPROVED AT&T. CONTROL: (ACU+) 2. DIMENSIONS ARE FOR WEIGHT: 185 Ibs (83.9 kg) SYSTEM: 4000 AMPS AT —48VDC 500 25 5" REFERENCE ONLY. 01 ol AMPS AT +24VDC 3. EQUIPPED WITH WRIST RATED AMPS WITH 75°C CU/AI CABLE: 200 BAY: 1500 AMPS AT —48 VDC GROUND STRAP CONNECTION VOLTAGE: 120/240 500 AMPS AT +24VDC POINTS. SHELF: 250 AMPS AT —48 VDC 4. THIS RACK INCLUDES THE LUG WIRE RANGE: 400MCM — 4AWG 187.5 AMPS AT +24 VDC FOLLOWING: NUMBER OF LUGS: 4 0 ❑ q o RECTIFIER: 200 WATTS . JUNCTION HARDWARE KIT CONVERTER: 1500 WATTS . SHIM KIT NEUTRAL LUG WIRE RANGE: 350MCM — 6AWG DISTRIBUTION PANEL: 600 AMPS AT —48 VDC o STATIC KIT GROUND LUG WIRE RANGE: 350MCM — 6AWG 500 AMPS AT +24 VDC . V—BOLT KIT (INCLUDED ONLY WITH RACKS WITH ENVIRONMENTAL SPECIFICATIONS: TOP ANGLE) • 5" GUARD RAIL CVR W/ 0 OPERATING TEMPERTURE:—40°F-104°F AC CUTOUT (-40°C-40°C) 5. RACKS GREATER THAN 8'-0" o o [CONTINUOUS OPERATION] DO NOT BENEFIT FROM STORAGE:—40'F-104°F HAVING HEAVY GUAGE (-40°C-85°C) UPRIGHTS AND GUSSETS, AS [CONTINUOUS OPERATION] THEY ARE ALSO SUPPORTED HUMIDITY: 0%-95% RELATIVE AT THE TOP DURING VENTILATION: RECTIFIERS/CONVERTERS INSTALLLATION. RACKS 7'-0" ARE FAN COOLED TO 8'-0" ARE FLOOR SUPPORTED ONLY. nnn I INTEGRATED LOAD CENTER a a 9 9 9 A a a 9 9 4 1 /2" MIN CONCRETE ANCHORAGE ERICSSON BASEBAND - 6630 DIMENSIONS (HxWxD): 44.45x782.6x350 mm (1.75"x19"x13.78") TEMPERATURE: 0 TO +55°C RELATIVE HUMIDITY: 5-95% ABSOLUTE HUMIDITY: 1 —29 g/m3 12.7" 01 10 3/8" 01 0.44"0 WASHER, LOCK -WASHER, FLAT -INSULATING WASHER CONCRETE D SLAB 1 /2"0 HILTI KWIK BOLT TZ WITH 3 1 /4" (MIN.) EMBEDMENT DEPTH PER ICC—ESR #1917 ------------ I MEN G E � E OOR POWER PLANT CSSON BASEBAND R503 XMU SEBAND AUXILARY MULTIPLEXING UNIT DIMENSIONS (HxWxD): 1 .22" x 1 3.8" x 11 (with solar shield and handle) WEIGHT: 5 Ibs HEAD DISSIPATION: 50W PLATFORM FOR CPRI MULTIPLEXING AND DE —MULTIPLEXING —16x SFP+ PORTS PLUGGABLE OPTICAL TRANSCEIVEI DIRECT ATTACH CABLES —48V DC POWERING —FANLESS TARGET RELEASE — L14B 2x (10Gbps > 4x 2.5 Gbps) 8 BBU XMU03 ERICSSON BASEBAND - 5216 DIMENSIONS (WxDxH): 31 x280x350 mm (1 .22"x 1 1 .02 "x 13.78") BBU 5216 CONTAINS BUILT—IN CELL SITE ROUTER FUNCTIONALITY & IS EQUIPPED WITH ETHERNET PORTS FOR TRANSPORT, WHICH CAN BE USED FOR RESILIENCY OR FOR CONNECTING SITE EQUIPMENT. TN A: 1 x GigE (Gbps Electrical Ethernet) RJ-45 Ethernet port TN B and TN C: 2x 1 Gbps Electrical/Optical Ethernet (SFP+) 6x 2.50 TO 1OG SFP/SFP + CPRI PORTS 2x IDLe PORTS BBU 5216 SUPPORTS 2.5 GB, 5 GB AND 10 CPRI CONNECTIONS. L.,111, V EW E E \■����1����������11��1���11�1�[97L7����I������I�I���I��I�I���l� 7 BBU 5216 5 TRENCH PART NO 7 BBU 5216 5 TRENCH PART NO DIMENSIONS q g KW204F* 108.00 49 KW205F*l 138.00 64 KW221 F* 84.00 37 * TELECT STANDARD WEIGHT CAPACITY: 450lbs o 1.00 (TYP) 0 0 DETAIL 1 (WECO WIDE SPACING) 4 1 RACK A� O O O O � 0 0 O C� 0 0 Oo° Oo° 0 7.00 0 o O 00 B� L 11 .81 "ATCH PAVING AS REQUIRED TO MATCH (E) SURFACE VIEW A- A (TOP VIEW) °I o� q DETAIL 1 �I 18.31 MOUNTING CENTER 17.50 �I 0 0 JDISTURBED NATIVE SOIL kND OR ENGINEERED BACKFILL WITH 95% )MPACTION IN 8" LIFTS. ,RNING TAPE WITH TRACE WIRE AT 6" LOW GRADE SACK SLURRY WITH "RED" DYE 4"0 CONDUITS FOR TELCO, SCH 40 PVC 3"O CONDUIT FOR POWER, SCH 40 PVC SACK SLURRY, EXCEPT WHERE CONDUITS GO :LOW (N) BLOCK WALL PROVIDE CONCRETE JCASEMENT SAND BASE 23.622 �q B RMU A 7.00 Tg J UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR BOLT TORQUE 3 1 /2" O.D. POST n 17.50 VIEW B-B (BOTTOM VIEW) PER PLAN PIPE CAP UNISTRUT P5000 (GALV) (TYP) w U 3 1 /2 STD SCH.40 PIPE (GALV) OR Q o 3 1/2 STD RGS U O w CONDUIT (GALV) @ 4'-0" Lj_ L O.C. TYP I � Q UNISTRUT P5000 (GALV) UNISTRUT P5000 GALV N if FINISHED GRADE z o 41 :o •�I IT 10" 0 PLAIN Q u CONCRETE PIER II •0. N 3 I UTILITY H-FRAME 1 FI 21 The new40 at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: FI,Eukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A 7 PER PLAN APPLICANT: EXISTING GRADE (VARIES) 6" THICK CONCRETE SLAB WITH #4 REINFORCING BAR C� 12" O.C. EACH WAY r. J < •• °. 1 10 MILS MOISTURE BARRIER AND 2 1 /2" SAND BED FOR SLAB ON GRADE NT • • a. •. ,a •° 9 • • • • . • .. • 3�� MIN. a,�lllr CONNECTION TERMINAL (SUPPRESSION) METHOD: CONNECTION TERMINAL (SUPPRESSION) HARDWIRED: FROM C CONTACT CONNECTION (TERMINAL BLOCK) HARDWIRED DG57 W/ OPERATING TEMPERATURE (C'): WEED GUARD STORAGE TEMPERATURE (C°): FABRIC ENCLOSURE TYPE (OUTDOOR): TI n-I I ITT ENCLOSURE DIMENSION (LXWxH): :UPPER 3'-0" BELOW THE EXISTING SURFACE TO SECT16N VIEW BE OVER -EXCAVATED AND RE -COMPACTED TO MINIMUM 90% RELATIVE COMPACTION PER ASTM D1557 AT MOISTURE CONTENTS 1 % TO 3% ABOVE CONCRETE AND REINFORCING STEEL NOTES: OPTIMUM MOISTURE. SEE GEOTECH REPORT BY AESCO, REPORT N0. 20190705-F3683 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION PER CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CONCRETE EXPOSED TO EARTH OR WEATHER: CAST AGAINST THE GROUND: #6 AND LARGER ..........................2 IN. SLAB AND WALL ........................ 3/4 IN. #5 AND SMALLER & WWF .........1 1 /2 IN. BEAMS AND COLUMNS...............1 1 /2 IN. 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LINO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. GRAVEL SHALL BE NATURAL OR CRUSHED STONE WITH 100% PASSING 1 INCH SIEVE. 7. DIMENSIONS SHOWN ARE EXACT MINIMUM PAD SIZES REQUIRED FOR EQUIPMENT LAYOUTS - CONTRACTOR MAY ROUND UP TO THE NEAREST FOOT (OR HALF FOOT) IF LEASE AREA AND SPACE PERMIT. CONCRETE PAD 98mm 65mm 43mm Dia. 163mm • GPS L1 REFERENCE ANTENNA • N-TYPE RF CONNECTION (1575.42 MHZ) • GAIN: 38 DBI TYPICAL © ELEVATION ANGLE 90•) • REQUIRES +5 VDC POWER (20 MA TYPICAL) • CLIMATE: OUTDOOR (-40•C TO +85°C) • WEIGHT • 187g ANTENNA WITHOUT MOUNTING BASE • 240g MOUNTING BASE (INCLUDED) • FOR POLE MOUNTING USE 42mm OD TUBE ANTENNA CABLE MOUNTING BASE w INCLUDED MOUNTING MAST ninT�c• (N) GPS ANTEN 1 1 /4" 0 SCH STAINLESS STE OR GALV PIPE NEW CMU WALL 3/8" HILTI KV� EXPANSION AN EMBEDMENT T( LARR 25577 2 ESR-1385 (Tl r- yr z-) MOUNTING OPTION 1 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. THE ANTENNA SHOULD NOT BE LOCATED WITHIN 3FT. OF ANY METALLIC WALLS OR OBJECTS IN ANY RADIAL DIRECTION OF THE DUAL BAND OMNI SECTION. GPS ANTENNA SPECIFICATIONS WEIGHT: 0 0 00 uu�uu� 24.00" ao 0 00 COMPRESSION LUG COPPER #14 TO #2 AWG [2.5 TO 35 mm2] ALUMINUM #12 TO #2 AWG [4 TO 35 mm2] #22 TO #12 AWG [0.34 TO 4 mm2] -40'C TO +100'C -70'C TO +80'C NEMA 4 RATED 24"x24"x8" [609.6x609.6x203.2 mm] 56.3 Ibs [25.54 kg] DC12 SURGE SUPPRESSOR SPECIFICATIONS GENERAL 1. CONTRACTOR SHALL VISIT THE BUILDING SITE AND SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY THE SUB -CONTRACTORS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES FOUND. 2. TYPICAL DETAILS SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. 3. ALL OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE TEMPORARY ERECTION BRACING ON ALL ELEMENTS INCLUDING PROPOSED CONSTRUCTION & SOIL. PROVIDE FULL STRUCTURAL STABILITY. BRACING OR SHORING SHALL NOT BE REMOVED UNTIL THE ELEMENT SUPPORTED IS CAPABLE OF SUPPORTING ITS DESIGN LOAD. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT UNIFORM BUILDING CODE AND ALL LOCAL CODE REQUIREMENTS. 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 7. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MOULDS, ORNAMENTS, GROOVES, CLIPS, GROUNDS, DROPPED SLABS, CURBS, ETC. NOT SHOWN ON DRAWINGS. 8. BACKFILL BEHIND RETAINING WALL SHALL NOT BE DONE PRIOR TO THE RETAINING WALL STEMS' GROUTING IS CURED. REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A-615 GRADE 60. LAP REINFORCING STEEL AT SPLICES TO THE FOLLOWING MINIMUM LENGTHS UNLESS NOTED OTHERWISE: #3 AND #4..............2'- 0 #8............................ 5'- 3 #5............................ 2'-1"#9............................ 6'-8" 1. #6............................3'-0"#10 .......................... 8'-6" 2. #7............................ 4'-1"#11 ........................ 10'-5" 3. CONCRETE 1. ALL POURED -IN -PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. CEMENT TO BE TYPE II FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC. WITH 3/4 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. 31 CMU WALL 27.00" CONCRETE BLOCK MASONRY 1 . MASONRY UNITS FOR HOLLOW UNIT MASONRY SHALL COMPLY WITH SECTION 2103 OF THE CBC. CONSTRUCTION SHALL COMPLY WITH CHAPTER 21 OF THE CBC AND LOCAL CODES. MASONRY SHALL BE LAID IN STRAIGHT UNIFORM COURSES IN RUNNING BOND. JOINTS SHALL BE TOOLED CONCAVE AND BE UNIFORM IN SIZE. TIE INTERSECTING WALLS BY OVERLAPPING UNITS IN ALTERNATE COURSES. ROUGHEN AND CLEAN CONCRETE BEARING SURFACES FOR THE PLACEMENT OF THE FIRST COURSE. VERTICAL HEAD JOINTS SHALL BE FILLED SOLID AND SHOVED TIGHTLY TO PROVIDE BOND TO BOTH BLOCKS. 2. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF 1 PART PORTLAND CEMENT, 1/2 MAXIMUM TO 1/4 MINIMUM PARTS LIME PUTTY OR HYDRATED LIME, AND 3 PARTS SAND. 3. GROUT SHALL BE FLUID CONSISTENCY AND MIXED IN RATIO OF 1 PART CEMENT AND 3 PARTS SAND FOR GROUT SPACES LESS THAN 4" IN ANY DIRECTION. FOR SPACES GREATER THAN 4" THE RATIO IS TO BE 1 PART CEMENT, 2 PARTS SAND AND 2 PARTS PEA GRAVEL. AGGREGATE AND SAND SHALL CONFORM TO ASTM C-144. SOLID GROUT ALL CELLS. 4. USE CARE TO PREVENT MORTAR AND GROUT SPILLAGE ON THE FACE OF THE MASONRY. CLEAN SUCH SPILLAGE IMMEDIATELY. REPAIR ANY DAMAGES OR INTERSTICES BETWEEN BLOCK AND REMOVE STAINS AT THE COMPLETION OF WORK. 5. SPLICE ALL BARS IN MASONRY WITH A MINIMUM OF 48 BAR DIAMETER LAPS (2'-0" MINIMUM). 6. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN PLACE WITH NOT LESS THAN 2" OF GROUT SURROUNDING THE BOLT. 7. SEAL RETAINING FACE OF WALL AND FOOTING WITH 2 COATS OF HENRY'S 502 ASPHALTIC MASTIC. HOOK THE RRUS ONTO THE STUD BOLTS ON THE WALL BRACKETS. MOUNT THE WASHERS AND THE NUTS ONTO THE STUD BOLTS ON THE UPPER BRACKET AND INSERT THE BOLTS WITH WASHERS IN THE LOWER FIXTURE. TIGHTEN THE M10 NUTS AND BOLTS TO A TORQUE OF 41 Nm, USING A TORQUE WRENCH FITTED WITH A 16MM SOCKET. AT&T MOBILITY CONTRACTOR TO INSTALL (2) 1 5/8" x 1 5/8" UNISTRUT CHANNELS TO NEW H-FRAME WITH 1 /2" COATED STEEL BOLTS, 2H HEAVY HEX NUTS & F436 STRUCTURAL WASHERS CONSTRUCTION MATERIALS SPECIFICATIONS. ALL CONCRETE AND GROUT SHALL BE MIN. f'c = 2500 PSI. CMU BLOCK SHALL BE MIN. f'm = 1500 PSI. 8%8%16" ALL STEEL SHALL BE GRADE 60. f'y = 60,000 PSI, Fs = 24,000 PSI NOTE: RRUS TO BE MOUNTED OT UNISTRUT CHANNEL WITH 1 /2" COATED STEEL, BOLTS, 2H HEAVY HEX NUTS & F436 STRUCTURAL WASHERS 0 i0 O.C., NG 21 1 The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: 1 • • 0 N a w 06 F_ a z 0 w FNEW CONCRETE STOOP 4 (LOCATION PER PLAN) - NOTES: 1. BOTTOM OF FOOTING TO BE 24" MINIMUM, OR 6" BELOW LOCAL FROST LINE, OR TO 2000 PSF SOIL WALL ACTUAL SHELTER LENGTH BEARING CAPACITY. 4'-0"x4'-0"x6"THICK SEr MANUFACTURER'S SHOP DRA INGS 2. ALL FILL SOIL SHALL BE APPROVED BY THE GEOTECH ENGINEER. CONCRETE SLAB AT DOOR LOCATION SHELTER FLOOR A 3. SLAB TOLERANCE IS ±1/4". 4. SLOPE GRADE AWAY FROM FOUNDATION. SLOPE �" PER FT. „ 5. OVERLAP SPLICES ARE ALLOWED FOR REINFORCING BAR, USE 18 MINIMUM LAP. _ 4 �a 6. ALL REQUIRED TIE DOWN PLATES, SHIMS, BOLTS AND ANCHORS SHALL BE PLACED INSIDE SHELTER I II II a REBAR @ 12'11 Rugg=_ -�va I I PRIOR TO SHIPMENT FROM MANUFACTURER. #4 EA. WAY -IIII III III=III=III=III=III=III=III=III=III=I _ (��" — bo U) #4 CLOSED STIRRUP @ 18" C/C I 7. CONCRETE STRENGTH, fC'=3000 PSI @ 28 DAYS. ITIII—III—III—III—III—III—III—III—III -III-1 I I—III—III—III—III—III—III=1 — � � z 3" CLEAR MINIMUM 8. USE SHIMS AS REQUIRED TO ASSURE SHELTER IS BEARING AT PERIMETER. SEAL PERIMETER WITH 111,��11111111111111 ,'oa 3: Q I I CAULK OR GROUT As DESIRED. _ o Of (2X) #4 REINFORCING I I 9. REBAR TO BE GROUNDED WITH SOLID COPPER WIRE, #4 MIN. ONE LOCATION MIN, DEAFULT TO BE AT 6" MIN. GRAVEL 0 @ 12" C/C ELECTRICAL SERVICE ENTRY LOCATION. QTY, SIZE, AND LOCATIONS) MAY VARY AS SPECIFIED BY BUILT—UP BENEATH w U) 3" CLEAR MINIMUM, I I CUSTOMER. PIGTAILS) TO BE MADE ACCESSIBLE FOR BONDING TO SERVICE GROUND. CONCRETE STOOP PREFORMED cn CONTINUOUS EXPANSION JOINT MATERIAL w = ch � TOP AND BOTTOM Q #4 @ 12" O.C. EA WAY ~ U 'L � AT MID —DEPTH OF SLAB Q Q w w STOOP 4 Cn 4"x8"x1 /4" KOROLATH BEARING SHIM, L TYP. Fl 1 "x 2" UNC BOLT, 62 SAE J429 GRADE 2 12" A SHELTER BUILDING (ONE PER PLATE) MIN. 3 SHELTER BUILDING TIE DOWN PLATE GROUND SURFACE SHALL 1" CHAMFER TYP. PERIMETER - BE SLOPE AWAY FROM THE BUILDING STRUCTURE, AT - "x #4 CLOSED STIRRUP # 4 @ 12" O.C. EA WAY MIN 5% GRADIENT. 1 2" UNC BOLT, --- 12" x 12" x 1/4" @ 18" C/C AT MID -DEPTH OF SLAB SAE J429 GRADE 2 GALVANIZED AS PER 3" CLEAR MINIMUM (ONE PER PLATE) ASTM A123 TIE -DOWNS ° — — — — — — p PLATE \�\\�\�j�, J _j BEND BAR INTO OUTER FACE OF _I 12 x 12 x 1 /4 (P/N 693018) i\\ \ °/\\\/\\� / /\ ,� FOOTING GALVANIZED AS PER ASTM g I o I I� A123 TIE -DOWN PLATE X\ice\\ `V j\\\/ Ld (P/N 693018) _________J 3/4" X 7" 316 SS CONCRETE \�\ �• ° PERIMETER BEAM �X\� -t Q INSIDE FACE REBAR CNN 3/4" X 7" 316 SS ANCHOR SIMPSON STRONG -BOLT 2 ° N ° o W/ 24" LEG INTO SLAB CONCRETE ANCHOR ESR-3037 (2 PER PLATE) SIMPSON STRONG -BOLT 2 2 SLAB FOUNDATION ESR-3037 (2 PER PLATE) _ 14" 2 SLAB FOUNDATION \'\�j/\��\� ALL FILL SOIL SHALL BE - d L � _ (2X) #4 REINFORCING � �� COMPACTED TO 90% RELATIVE „ @ 12 C/C 3„ 3" a DENSITY PER ASTM D1557 16" TYP. 3'-0" a 3" CLEAR MINIMUM, TINUOUS SARIFY 6" DEEP AND COMPACT CONNECTION DETAIL SIDE CONNECTION DETAIL FRONT TOP ANOD BOTTOM TO 90% RELATIVE DRY DENSITY (SEE SOILS REPORT) TIE DOWN PLATE DETAIL 3 SHELTER SLAB FOUNDATION 2 8'-6" 8'-0" lo REFER TO SD-1 FOR SHELTER DRAWINGS o .0000. .� O ®®® • o at&t._m O O I O 0 NJ 0 0 LAU 1- 7- ® ® 0 ® 0 ® 0 a d 0��0 d Q ad 0 0 0 0 d "'4 0 d d ad 0 0 a 0 d 0°d40 d a 4 ad 0 0 0 0 a d 4 Qd 0 0 0 0 G d d d a G d a 4 d d d a 11 G d d d G d 4 d d a d 3 2 TIE DOWN PLATE (TYP) CONCRETE SLAB (TYP.) PREFABRICATED SHELTER (BY SABRE INDUSTRIES OR EQUAL) 1 APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 IRVINE, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: 0 N a w 06 F_ Q z 0 Y w 1. FINISH GRADE/TOP OF MULCH IRRIGATION SYSTEM NOTES: 2. 2" POP-UP BUBBLERS 1) ADJUSTING AND TESTING THE SYSTEM: HUNTER PROS-2-CV WITH PCN-25 BUBBLER AFTER PIPELINE ASSEMBLY THE CONTRACTOR SHALL THOROUGHLY FLUSH THE SYSTEM. WITH OPEN ENDS ALL CAPPED PRESSURE TEST FOR FOUR (4) HOURS 3. PVC SCH 40 ELL AT 150 P.S.I. 4. MARLEX STREET ELL • AFTER COVERAGE AND PRESSURE TESTING THE CONTRACTOR SHALL INSTALL 5. PRE -ASSEMBLED SWING JOINT WITH TWO ALL SLEEVES SHALL BE NO SMALLER THAN 2" DIA. EXCEPT AS NOTED BELOW ALL TERMINAL FIXTURES AND PERFORM A COVERAGE TEST. POLY ELLS (THREAD X INSERT) AND 6„ OF THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS AND VALVES FOR POLY TUBING. SIZE PER SPRINKLER INLET IRRIGATION PIPING OPTIMUM COVERAGE AND TO PREVENT OVERSPRAY. THIS SHALL INCLUDE THE USE OF VARIABLE ARC NOZZLES (VAN) AND PRESSURE COMPENSATING 6. PVC SCH 40 TEE OR ELL 0 ALL LATERAL LINE PIPE SHALL BE INSTALLED INSIDE A PVC SCH 40 SLEEVE SCREENS (PCS), THE SELECTION OF THE BEST DEGREE OF ARC TO FIT THE 7. PVC LATERAL PIPE SITE AND THROTTLING OF THE FLOW CONTROL AT EACH VALVE TO FIND THE 8. SCH 80 RISER, LENGTH AS REQ. FOR • FOR 1" THROUGH 2 1/2" PRESSURE SUPPLY LINE PIPE, INSTALL IN A MINIMUM 4" OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 1 2 SWING ASSEMBLY TO REMAIN NEAR DIA. PVC SCH 40 SLEEVE THE ENTIRE SYSTEM SHALL BE IN FULL AUTOMATIC OPERATION FOR ONE HORIZONTAL SIZE PER SPRINKLER INLET „ • FOR 3 AND LARGER DIA. PRESSURE SUPPLY LINE PIPE, INSTALL IN A MINIMUM 6 SEVEN (7) DAYS PRIOR TO ANY PLANTING. DIA. PVC CLASS 160 SLEEVE 2) GUARANTEE: WIRING CONDUIT 0 THE CONTRACTOR'S WORK SHALL BE FULLY GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ANY DEFECTIVE • FOR UP TO 20 #14 LOW VOLTAGE WIRES, INSTALL ONE 2" DIA PVC SCH 40 MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED AT CONDUIT NO COST TO THE OWNER. 6 3) MAINTENANCE: • FOR 21 AND UP TO 40 #14 LOW VOLTAGE WIRES, INSTALL ONE 4 DIA PVC SCH 40 0 A QUALIFIED SUPRVISOR SHALL BE RESPONSIBLE FOR OPERATING THE CONDUIT IRRIGATIONS SYSTEMS, ADJUSTING THE CONTROLLERS AND OBSERVING THE 4 EFFECTIVENESS OF THE IRRIGATION SYSTEM. • INSTALL ONE 3/4" PVC SCH 40 CONDUIT FOR FLOW SENSING CABLE. • CHART ALL CONTROLLER PROGRAMS, RECORDING DATE, TIME , LENGHT OF WATERING FOR EACH STATION. RESET CONTROLLER AT LEAST MONTHLY TO • INSTALL ONE 3/4" PVC SCH 40 CONDUIT FOR MASTER VALVE WIRE. ACCOUNT FOR SEASONAL VARIATIONS. • INSPECT AND ADJUST THE ENTIRE IRRIGATION SYSTEM WEEKLY DURING APRIL NOTE: FLOW SENSING CABLE AND MASTER VALVE WIRES SHALL BE INSTALLED IN THEIR THRU OCTOBER AND BI-WEEKLY FOR THE REST OF THE YEAR. CHECK FOR OWN CONDUIT SEPARATE AND APART FROM ALL OTHER WIRES. LEAKS, WET AND DRY SPOTS, USE A MOISTURE SENSING DEVICE TO EVALUATE ACTUAL SOIL MOISTURE. OBSERVE NOZZLES FOR PROPER PATTERN AND PRESSURE. 8 3 4 5 NOT USED 9 POP-UP BUBBLER 6 SLEEVE AND CONDUIT 3 NOTES 3 1. FINISH GRADE 9. LATERAL PIPE NOTE: 2• STANDARD VALVE BOX W/ COVER 10. REMOTE CONTROL VALVE: 500 gal WATER TANK BY TANK PROS OR 3. WATERPROOF CONNECTION 11. PVC SCH 40 TEE OR ELL TO MANIFOLD/ SIMILAR, INSTALL ANCHORS PER MAIN MANUFACTURE RECOMMENDATIONS. 4. VALVE ID TAG 5. 30-INCH LINEAR LENGTH OF WIRE, COILED 12• 3-INCH MINIMUM DEPTH OF 3/4-INCH 1. INDOOR OUTDOOR IRRIGATION / WASHED GRAVEL CONTROLLER. WALL MOUNTED IN 6. PVC MAINLINE PIPING 13. BRICK SUPPORTS 4 REQ. PER BOX LOCKING WEATHERPROOF CABINET 7. FINISHED GRADE IN SHRUB AREAS 14. LANDSCAPE FABRIC, WRAP UP AND OVER 8. PVC SCH 40 ADAPTORS TEES AND ELLS BOX HOLES 2. 1-1 2" PVC SCH 40 CONDUIT AND 15. PVC SCH 80 NIPPLE LENGTH AS REQ'D. 7 FITTINGS 0 1 3. JUNCTION BOX 1 3 4 5 2 7 4. WIRES TO CONTROL VALVES. N N �_ O r 5• 1" PVC SCH 40 CONDUIT TO Aulomotic Sprinkler Controller POWER SUPPLY. 6. POWER SUPPLY AND RECEPTACLE. 7. WEATHERSTATION,MAY E a 10 3 MOUNTED TO CABINET, OR REMOTELY ON EAVES, FENCE OR 15 9 6 2 OTHER SUITABLE POLE. REFER TO MFG. SPECIFICATIONS FLOW 0 12 13 ' N 14 ° 4 o a 00 00 0 gco 0 0 � 00 SECTION VIEW - N.T.S. 70 JA REMOTE CONTROL VALVE 8 WALL MOUNTED CONTROLLER 5 611 1(43 x 1 1. INNER CASE OF CONNECTOR 0 nrI 2. COPPER SLEEVE CRIMP INSTALLED WITH M M 2 RECOMMENDED TOOL 3. STRIP AND TWIST WIRES FOR PROPER CONNECTION 4. OUTER CASE OF CONNECTOR, 5. LOW VOLTAGE WIRES, 3 MAXIMUM i i 4 _ -- NOTE: FILL INNER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. 5 ALL WIRE ROUTED BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL BE A CONTINUOUS RUN WITH NO WIRE SPLICES. 471 WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL VALVE. _ 4E NOT USED 7 WATERPROOF WIRE SPLICE 4 WATER TANK 1 APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: F1 ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: DETAILS SHEET NUMBER: APPLICANT: 0 N > a 2 W % H 06 H Q Z O Y W DAPOLAR POWERINC, 20 KW DIESEL DC GENERATOR Part Number: 8220-100-D-20-03-V-125 N EQ.45934 All APUsinclude: Powder coated aluminum enclosure - Electric radiator fans - 5 Year Warranty OPV (Over -Fill Prevention Valve) n - Options available: 8-alarm relay board Standards: Oil refining kit UL STD2200 y'~ EPA Compliant T Engine cooling Published Rev O—July 15, 2020 C.a, L Made m USA Founded in 1979 Polar Power specialized in solar photovoltaic systems, solar air conditioning and refrigeration. We developed and provided photovoltaic charging controls for telecommunications in the 1980s along with DC generators for the military. In 1994 we were first to provide DC generators with remote control and monitoring to the telecommunications industry. Polar's success is based on engineering generators to meet the very specific needs of each application. Telecom site optimization is best met with the DC generator technology as the loads and batteries are DC. It makes no sense to install an AC generator and convert the output to DC. TheACgenerators are designed fora wide range of applications and they are not specifically produced for telecom applications so there are issues with reliability, space, and fuel efficiency. Polar can save you considerable time and cost in permitting, installing, purchasing, and maintaining a backup generator. We reduce CAPEX and OPEX costs while improving backup reliability. Copyright 2020 Polar Power Inc., All Rights Reserved. For AT&T distribution ONLY System coolant capacity (gal/L) 2.2/8.3 Alternator Alternator Model 8220 Type Permanent Magnets, NdFeB Weight (lb/kg) 46.5/21 Regulation Type Variable engine speed Stator 3 phase/32 poles Overcurrent Protection (A) 20 kW — 450 Gen DC Output Disconnect Means Pull fuse block or Circuit breaker Voltage Range (VDC) 44 to 60 Alternator Exhaust Flow (cfm/cmm) 130 to 180 / 3.68 to 5.1 MTBF (hr) 100,000+ Enclosure Model 88-25-0100 Type Weather Protective Materials Powder coated aluminum Two lock/latch points and Door Hardware removable side panels. Mounting Secure Mounting Tabs L 71" x W 40.5" x H 63.6" Dims. (Height 74.5" including Exhaust) Weight Dry Weight (lb/kg) 1371/622 Includes oil and coolant. No diesel 1 Starter Supercapacitor Model 20-16-0001 500 Storage Rating (Ah) Voltage (VDC) 13-14.4 Weight (lb/kg) 12.1/5.5 Operating Temperature ("C/"F) -40 to 65 / -40 to 149 Service Life (year) 10 to 15 Charger Model 00-10-0015 Input Voltage (VDC) 37 to 62 Output Voltage (VDC) 14 to 14.4 Recharge time from 0 VDC (min) 10 Recharge time from 8 VDC (min) 2 Weight (lb/kg) 2.2/1 Standards Certification Intertek 400376 UL Listing UL STD 2200 Standards CSA STD C22.2 No. 100 Acoustic Noise Level (dBM) (see sound test sheets) Idle 61.6 2.75 kW 66.4 5.5 kW 66.7 8.25 kW 67.3 20 kW 69.3 Copyright 2020 Polar Power Inc., All Rights Reserved. For AT&T distribution ONLY 1 f]I 111101 J 11\ V UU LI IFII IC Supracontroller I � 1 i 1 , I L— — — — — — — — — — — — — — — — Over -Fill Prevention Valve I, w- i i ( i I Rainguard Exhaust Load Breaker Electrical tie on SMALL FOOTPRINT. RODENT RESISTANT. Small animals can quickly destroy a Polar's DC generator is considerably smaller in size than an generatorset bygnawingon wires, fuel lines, radiator hoses, AC generator. You can now backup sites that could not etc. Cooling air inlets and outlets have perforated aluminum accommodate an ACgenerator. Smaller also means less cost screens to keep small rodents and large insects out. Stainless for space leasing. steel wire braid is placed over fuel and radiator lines to LOW MAINTENANCE. prevent damage. LOWACOUSTIC NOISE. <69.3 dBA @ 7 meters (at max load), LONG LIFE. Controls and wire harnesses are designed to and lowvibration so as not to disturb the local residents or exceed a 20 year life. Higher grade, longer life electrical wire building landlords. (UL 3173), weather tight connectors, gold plated connector CORROSION RESISTANT. All -aluminum enclosure with pins on signal circuits. No transfer switches are required. stainless hardware for low maintenance, and long service life. OVER -FILL PREVENTION. Modified diesel fuel tank added to FUEL EFFICIENT. Up to 85%fuel savings due to smaller engine retrofit an Over -Fill Prevention Valve. This uses a float within displacement, high efficiency alternator, and variable speed the tank which increases the safety factor by closing the fuel operation. inlet as diesel level rises. Special fill nozzle required. ADVANCED MONITORING. Remote diagnostics, control, and monitoring. Ethernet and RS232 standard, with SNMP. Copyright 2020 Polar Power Inc., All Rights Reserved. For AT&T distribution ONLY Controller features ControllerType......................................................................................................................................................................Supra Model 250 4-Line Plain Text OILED Display.............................................................................................. Simple user interface for ease ofoperation Engine Run Hours Indication..................................................................................................................................................... Standard ProgrammableStart Delay........................................................................................................................................................ Standard Run/Alarm/Maintenance Logs.................................................................................................................................................. Standard Engine Start Sequence................................................................................. Cyclic cranking: 5 sec on, 30 sec rest (6 attempts maximum) Starter Supercapacitor Charger................................................................................................................................................. Standard Automatic Voltage Regulation with Over and Under Voltage Protection.................................................................................. Standard Automatic Low Oil Pressure/High Oil Temperature Shutdown.................................................................................................. Standard Overcrank/Overspeed............................................................................................................................................................... Standard Automatic High Engine Temperature Shutdown....................................................................................................................... Standard FieldUpgradeable Firmware...................................................................................................................................................... Standard GlowPlug Delay.................................................................................................................................................................................Adjustable Engine Start Delay.............................................................................................................................................Adjustable, Set at 30 sec Return to Utility Delay....................................................................................................................................... Adjustable, Set at 30 sec Engine Cool-down...............................................................................................................................................Adjustable, Set at 30 sec ExerciseMode.................................................................................................................................................. Programmable Monitoring Alarm monitoring and remote control through Ethernet. Contact closure alarm board ShutdownAlarm...................................................................................................................................................................................Standard WarningAlarm......................................................................................................................................................................................Standard EngineRun............................................................................................................................................................................................Standard E-Stop Depressed.................................................................................................................................................................................Standard OPV Min / Max Flow Pressure 5 PSI / 100 PSI Connection 2" Cam Lock Fluid Compatibility Diesel, Biodiesel Standards ULC-S661-10 / NFPA 30, 30A - �a taco soo o s to is a :s in is a as w ss a is ro is � Copyright 2020 Polar Power Inc., Ali Rights Reserved. For AT&T distribution ONLY ■ SPECIFICATIONS PN: 8220-100-D-20-03-V-125 Engine Engine Model Yanmar 3TNV88-BDSA Cylinders 3 In -line Displacement (L) 1.642 Bore (in./mm) 3.4/88 Stroke (in./mm) 3.5/90 Intake Air System Naturally Aspirated Engine HP 36 Emissions U.S. EPA Tier 4Interim Emissions Compliance EPA and CARB Certified Variable RPM 1200 to 2900 Engine lubrication system Oil Filter Type Full flow spin -on canister Oil Capacity (L) 6.7 Oil Pressure Switch (Standard) Yes Oil Pressure Transducer Optional Fuel Tank UL Rated Capacity (gal/L) 125/473 Run Time (hrs) (Calculated, dependent on gen load) 68 to 229 Tank Alarms + Visual Gage Yes OPV (over -fill prevention valve) Yes Catch Basin (gal/L) 5/19 Listings UL 142 (double wall) Fuel Tank Reserve Time (Calculated) Load (kW) Reserve Time (hrs.) 4 347 6 245 162 9 10 144 15 123 20 68 Engine cooling system Type Pressurized Aluminum Radiator Water Pump Belt -driven, Pre-lubed, self-sealing Fan Type Electric Fans Airflow CFM 1300 Fan Mode Pusher Temperature Sensor Yes Environmental Operating Temperature (°C/°F) -40 to 51.7 / -40 to 125 Operating Humidity % 100 Cold Start Aids Optional Power adjustment for conditions Temperature Deration 1%deratefor every 5.6"C(10"F) above 25°C (77° F) Altitude Deration 3% derate for every 300 m (1000ft) above 91 m (300 ft) Diesel Fuel system Type Diesel Fuel Pump Type Electrical Injector Type Mechanical Fuel Filtering Paper Element Diesel Fuel Consumption (calculated) 2 1.5 X 1 10 - c7 , 0.5 0 0 5 10 15 20 kW Copyright 2020 Polar Power Inc., All Rights Reserved. For AT&T distribution ONLY The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: GENERATOR SPECIFICATIONS SHEET NUMBER: EN-1 APPLICANT: n 0 aa' T eT o N O 0 20 20-0 n o �. v -o s0c o r O n z� � D z D a A 8220= 1 00= D =20=03=V= 125 8220= 1 00= D=20=03=V= 125 7 b 4 a 3 T � ---------------, I I I I I I �$� ��}}�f� aq��ry, e} iai %[246Z3] ELECTRICALPENEGRAUON �8 > Ilbc OM[l2J] i � RK MR l" BW a� "r r--------------- -i =r q OENEFATOR HOIST 37.0D[939Z] L---------9 Ifi] - N 02:00[,%8] (4�eES) o [�] o o I v 23,OD[-%4.2] 2E 14.52[3&�.11] n m 1 BO110M VIEW c _ [0] 3 " � D �30.00 T762] �#. or 01 ly„' `P - INA u fD u u CD M" J I/ OVERALL DIMENSIONS ~' �tromurttrmreu+�av POLAR PO'WER INC., �� E�Iifa�$Ali$�I�16 ik3Ws;vii3i �A'E 3�L4LG3RDLSAASY6.l;dIDDvA,C!{!4� # GALL ON TANK ( ( 'liw muxu Ampl'Z� Aor`ontal Enclosue w/ 125 » I� Gal Double -Walled Tank ..> —" I — TM�w +wca cnwrrrr��P°�s�w r�ewwr n+rracx oa�olra au�+a I SMET7&F WHGT3A_ SHW2OF4 a F a r a .x 4 4 z I COVER REMOVED —ENGINE L)MUS 2x 02.E t� FOIE 2' EMT 2x 01.38FOR T- Ilt4T AtRINIT;�@I�E-- H�51 AIR EXHAUST u �1 28.88 4] = O 27=68[ ]---- ELECTRfCAL PENETRATION ; 3affig[7 ] I I gq 7r I I.Qo[i ] 270[6]_� 01, aW[l ] 1 W [36&3j Tr'la w —� �>�an�zw�so l rszvc wnTvn�u a POLAR 11YO INc- � era r nfull Encbsum wl 125Gal Doubfe-WbRed Tank � 125 GALLON TANS — (UL142) — REV iM.1PR'Zt F>ERIfJf�P »I `�'I —1 a 1_16 ��40IF4 The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING LREV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: GENERATOR SPECIFICATIONS SHEET NUMBER: APPLICANT: -11 0 04 w 06 Q z 0 Y w SCALE NOTE: IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. NOTE: ALL EQUIPMENT TO BE 1'-011 ABOVE GRADE. L/\IV I IIVV I I V I I\lIIVVI VI\IVILI\TTI VJVI 300KVA 120/208V 3PH I ELECTRICAL SITE PLAN NEW AT&T PROJECT AREA. SEE ENLARGED SITE PLAN EXISTING DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT WIDE UTILITY TRENCH [APPROX. 480'-0"] EXISTING IID POWER VAULT UN1038705H NEW AT&T 4" POWER RUN WITHIN AN 18" WIDE UTILITY TRENCH [APPROX. 185'-0"] EXISTING TRANSFORMER #1075349 PROPERTY LINE 0° a 270' 90° B 180' SCALE 40' 0 20' 40' 80' 160' 1 "=40'-0" The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION moo LICENSEE: QvopFESS/pN U 1 Cy S2 �GI z z w � E 1991m FC T R��'� OF CAO _ DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: I ELECTRICAL SITE PLAN I SHEET NUMBER: TYPICAL PER SECTOR CoRCUIT SCHEDULE ELECTRICAL (N) RRUS-8843 (N) RRUS—E2 N0. FROM TO WIRE SIZE BREAKER B2/B66 (N) RRUS-4478 B29 B14 O AC SERVICE ENCLOSURE GFCI PER PLAN 120/240V ENTRANCE CABINET RECEPTACLE AC-20A (E) IID VAULT UN1038705H O AC SERVICE 48VDC RECTIFIERS PER PLAN 120/240V 2 ENTRANCE CABINET 1, 2, 3 AC-50A AC (N) 4" PVC CONDUIT WITH PULL (N) RRUS-4449 SERVICE 48VDC O ENTRANCE CABINET 4, 5 RECTIFIERS PER PLAN 30A ROPE PER UTILITY STANDARDS WITH 65/612 (N) RRUS-4415 B30 1-1/0 ACN 7.2KV 1 /0 PRIM CA BY O AC SERVICE BATTERY HEATER N/A 20A IID [APPROX. 185'] ENTRANCE CABINET MATS (N) IID 25KVA I I I I `J 48VDC, POWER (N) BBU (8) #10 RRH —48V DC O 120/204V 1PH PLANT (TYP.-4) DC CABLE 15A I TRANSFORMER#1242002P I I I I (N) RAYCAP SURGE #2 AWG GROUND TO 48VDC, POWER SUPPRESSOR (4) #10 RRH N/A (2) 5/80 X 10' GROUND ROD = = Og I I 8 I PLANT DC12-48-60-0-25E DC CABLE (PER N.E.C. ARTICLE 250) I I I (TYP.-2) (N) RAYCAP I I (N) RAYCAP SURGE (N) RAYCAP SUPPRESSOR SURGE (6) #10 RRH NEW AT&T 200A, 120/240V, I SURGE I I O SUPPRESSOR N/A 1 PH, 3W METER PED WITH i I 8 I I PROTECTION I (N) 2" PVC CONDUIT WITH PULL ROPE PULL—OUT FUSED DISCONNECT I I I DC12-48-60-0-25E I I DC9-48-60-24-8C—E DC CABLE DC9-48-60-24-8C—EV I I I 8 (TYP.-3) PER UTILITY STANDARDS AND 200A CLASS "T" (1/0 TPX AL BY IID) CURRENT LIMITING FUSES 8 I I I II I I (N) RAYCAP SURGE N) REMOTE RADIO UNIT48 8 RRH —48V DC L=30' I I I _ — — — — �J I 8 I 08 SUPPRESSOR (TYP.-24) ( DC CABLE 25A DC9-48-60-24-8C—EV M 1 GRID BOND CONDUIT �` _ — — — — — — I AT BOTH ENDS. #2 AWG GROUND TO 5/80 X 10' GROUND ROD - D/C GENERATOR (PER N.E.C. ARTICLE 250)-----------------------------J FIBER OPTIC CABLE ( 1 1 1 1 1 1 1 (TYP.) (N) FIBER I Mori TT IT � i CONDUIT I I I I I I I i (N) FIBER moo) R CONDUIT (N) 2 1/2"C, (2) SETS ON 2 4 0+ ( ) 1/#2 GND, CU. THWN I I I (N) BBU I I (N) 3" CONDUIT (3) 300 mcm + (1) #2 AWG GND NEW 1 C. FOR L=480' VD=2.88% SENSING LINES RECTIFIERS I (N) RAYCAP I SURGE I I (N) BBU PROTECTION I 5 ® II DC12-48-60-0-25E I I I �,T------ — I I 1 2 i I (N) BBU 8 15A 15A 9 �\ 10 3 15A 25A 4 1 1 I ��— ((( 12 5 225�A 225�A 6 13 . ® I "4 (N) B B U (N) 2"C, 3#3/0 + 1 /#2 GND. L = 10' % VD = 0.15% 2 1 /2" CONDUIT — 3— #4/0 + 1 /#2 AWG GND [f10'-0"] 200A DISTRIBUTION PANEL MAIN SERVICE WALKING BEAM BREAKER, 2P-24OV-200A (MANUAL XFER SWITCH) 24—POSITION LOAD CENTER "ATT—A" INSIDE CABINET (ALL BREAKERS COME FACTORY INSTALLED, RATED 10,000 KAIC. MODIFY CIRCUIT BREAKER ARRANGEMENT AS SHOWN IN THA PANEL SCHEDULE) PANEL "AT&T—PPC" "PP1" I ONLY OPTION 1 SHOWN SINGLE—LINE/AC PANEL SCHEDULE +I I I I4+I I I I -+I I I I*+III I- +I+I I I I4+II I I I- \Ir\A/ 1"\/\\A/rP P l AAIT TO NEW GROUND RING I I I NEW CIENA 48VDC DISTRIBUTION PANEL AREA OF CABINET RACK NEW GROUNDING RING PANEL PPC MOUNTING SURFACE DOUBLE LUG NO VOLTS 1201240 MAIN 200A/2P PHASE 1 BUS 200A WIRE 3 A.I.C. 42K SERIES W/ MAN '" L C K R M B C C B M R K C L R C O 1 E I K I I K I E 1 O C R E LOCATION L N T C S R R R R S C T N L LOCATION E S V P C C C C P V S A B A/B A B 8 RECTIFIER 2880 11 30/2 1 A 2 20/2 1 1800 HVAC 12 8 ----- 2880 1 - 3 B 4 - 1 1800 ----- 12 8 RECTIFIER 2880 1 30/2 5 A 6 20/2 SPARE rn 8 ----- 2880 1 - 7 B 8 - RECTIFIER 2880 1 30/2 9 A 10 20/1 1 . 360 1 500 ------ RECEPTACLE INT & EMER LTG 12 3 12 8 ----- 2880 1 - 11 B 12 20/1 8 RECTIFIER 2880 1 30/2 13 A 14 20/1 1 500 EXTERIOR LTG SPARE SPARE 1 12 8 ----- 2880 1 - 15 B 16 8 RECTIFIER 2880 1 30/2 17 A 18 8 ----- 2880 SPARE 1 - 19 B 20 8 RECTIFIER 2880 1 1 30/21 21 A 22 SPARE 8 ----- _T'2880 1 - 23 B 24 _..... .. SPARE SPARE 30/2 - 25 27 A B 26 28 SPARE S PAR E ----- SPARE 30/2 29 A 30 SPARE ----- - 31 B 32 S PAR E SPARE 30/2 33 A 34 --- ----- ...... . .. .... SPARE ----- - 35 B 36 SPARE SPARE 20/1 37 A 38 SPARE 12 FIRE SYSTEM 100 1 20/1 39 B 40 SPARE 12 GFCI RECEPTACLES 360 1 20/1 41 A 42 SPARE A= 20300 B= 19680 _. _-.. W/LCL A= 20300 .............. W/LCL B= 19930 TOTAL VA= 39980 W/LCL=40230 W/LCL AMPS=168 TOTAL LCL= 1000 X .25 = 250 - HIGH PHASE VA= 20300 W/LCL=20425 HIGH PH AMPS= 170 HIGH PHASE LCL= 500 X .25 = 125 1 APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION moo LICENSEE: QvopFESS/pN U 1 0 Z z w � E �19*C m FC T R\c'� OF CAO _ DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: SINGLE -LINE DIAGRAM/AC PANEL SCHEDULE SHEET NUMBER: E-2 NOT USED GENERAL REQUIREMENTS C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A NONMETALLICB. CUTTING, PATCHING, CHASES, OPENINGS: PROVIDE LAYOUT IN CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR ADVANCE TO ELIMINATE UNNECESSARY CUTTING OR DRILLING OF A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE HAVING GREEN INSULATION, THE GROUND CONDUCTOR SHALL BE WALLS, FLOORS CEILINGS, AND ROOFS. ANY DAMAGE TO BUILDING LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE PROPERLY CONNECTED AT BOTH ENDS TO MAINTAIN ELECTRICAL STRUCTURE OR EQUIPMENT SHALL BE REPAIRED BY THE AND ALL STATE AND LOCAL CODES. NOTHING IN THESE PLANS OR CONTINUITY. CONTRACTOR. OBTAIN PERMISSION FROM THE ENGINEER BEFORE SPECIFICATIONS SHALL BE CONSTRUED AS TO PERMIT WORK NOT CORING, CONFORMING TO THE MOST STRINGENT OF THESE CODES. SHOULD D. REFER TO GROUND BUS DETAILS, PROVIDE NEW GROUND SYSTEM CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO COMPLETE WITH CONDUCTORS, GROUND ROD AND DESCRIBED C. N DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE TERMINATIONS. ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD AND CEASE WORK ON PARTS OF THE CONTRACT WHICH ARE E. ALL GROUNDING CONDUCTORS SHALL BE SOLIDINNED COPPER AND THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED AFFECTED. ANNEALED #2 UNLESS NOTED OTHERWISE, INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING AND F. ALL NON —DIRECT BURIED TELEPHONE EQUIPMENT GROUND D. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL CONDUCTORS SHALL BE #2 STRANDED, THHN (GREEN) INSULATION. DEFINITELY KNOWN AND THEREFORE, MUST BE SEARCHED FOR BY NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY APPROPRIATE METHODS AND EQUIPMENT VIA X—RAY OR OTHER DISCREPANCIES. THE CONTRACTOR ASSUMES ALL LIABILITY FOR G. ALL GROUND CONNECTIONS SHALL BE MADE WITH "HYGROUND" DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR FAILURE TO COMPLY WITH THIS PROVISION. COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE NOTED STEEL TENDONS, OTHERWISE, C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, E. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN SCHEDULES, AND SPECIFICATIONS AND IS SUBJECT TO THE TERMS H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED, ACCORDANCE WITH THE REQUIREMENTS OF THE C.B.C. AND CONDITIONS OF THE CONTRACT, THE WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS, IF PROJECT CLOSEOUT NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR SYSTEM. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ALL FUTURE INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, ELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE VALUE. SUBMIT TEST REPORTS AND FURNISH TO SMART SMR ONE AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS. COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK". TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE AND UTILITY SERVICE AND UNDAMAGED CONDITION. OPERATIONAL SYSTEM, WHICH INCLUDES THE COST FOR MATERIAL AND LABOR. A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL CONFORM B. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE TO THE REQUIREMENTS OF THE SERVING UTILITY COMPANIES. ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE L. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND REQUIREMENTS. JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. THE OPERATION. DEFECTIVE OR DAMAGED MATERIALS SHALL BE SERVICE INFORMATION WILL BE FURNISHED BY THE SERVING REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER UTILITIES. C. ALL BROCHURES, OPERATING MANUALS, CATALOG, SHOP DRAWINGS, ACCEPTABLE TO OWNER AND ENGINEER. ETC., SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION, B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE PROGRESS COMPANIES. GROUNDING NOTES OF THE WORK WILL PERMIT. ARRANGE ANY OUTAGE OF SERVICE WITH THE OWNER AND BUILDING MANAGER IN ADVANCE, MINIMIZE PRODUCTS DOWNTIME ON THE BUILDING ELECTRICAL SYSTEM. 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION G. THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI, ACCORDING TO SITE CONDITIONS. SHALL BE DELIVERED IN PROPER WORKING ORDER. REPLACE, NEMA, AND THEY SHALL BE U.L. LISTED AND LABELED. WITHOUT ADDITIONAL COST TO THE OWNER, ANY DEFECTIVE 2. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED MATERIAL AND EQUIPMENT WITHIN ONE YEAR FROM THE DATE OF B. CONDUIT COPPER WIRE UNLESS OTHERWISE NOTED. FINAL ACCEPTANCE. 1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED 3. GROUND BAR LOCATED IN BASE OF EQUIPMENT WILL BE H. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN PROVIDED, FURNISHED AND INSTALLED BY THE VENDOR. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON 4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, BUILDING EXTERIOR, RIGID CONDUIT IN CONTACT WITH EARTH ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. "PROVIDE": INDICATES THAT ALL ITEMS ARE TO BE FURNISHED, SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP ROCESS N0, INSTALLED AND CONNECTED IN PLACE. 3. 5. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. J. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND 2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS PAY ALL REQUIRED FEES. SHALL BE COMPRESSION TYPE, EMT SHALL BE USED ONLY FOR 6. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF INTERIOR RUNS. V-0" FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR EQUIPMENT LOCATION FENCE. 3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND A. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" "SQUEEZE" 7. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT T P OR TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL WITH A COLD GALVANIZED SPRAY, OR ARRANGEMENTS OF CONDUIT RUNS, OU LETS, EQUI MENT, ETC., CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. PROPER SIZE GROUND WIRE. JUDGMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE 4. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILING OR WALLS AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS UNLESS INDICATED OTHERWISE, CONDUIT INDICATED SHALL RUN OR INTERFERENCE OF STRUCTURE CONDITIONS ENCOUNTERED. PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH B. N THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARCHITECT PRIOR TO INSTALLING. ARRANGEMENTS ARE NECESSARY, DUE TO FIELD CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF FURNISHINGS OR 5. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST, (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO THE SAME IS INSTALLED BELOW GRADE. AND NO EXTRA MATERIALS ARE REQUIRED, 6. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE. C. LIGHTING FIXTURES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. COORDINATE THE FIXTURE LOCATION WITH MECHANICAL 7. CONDUITS RUN ON ROOFS SHALL BE INSTALLED ON 4 X 4 EQUIPMENT TO AVOID INTERFERENCE. REDWOOD SLEEPERS, 6'-0" ON CENTER, SET IN NON —HARDENING MASTIC. D. COORDINATE THE WORK OF THIS SECTION WITH THAT OF ALL OTHER TRADES. WHERE CONFLICTS OCCUR, CONSULT WITH THE RESPECTIVE C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 AWG CONTRACTOR AND COME TO AGREEMENT AS TO CHANGES MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. NECESSARY. OBTAIN WRITTEN ACCEPTANCE FROM ENGINEER FOR THE CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS PROPOSED CHANGES BEFORE PROCEEDING. #8 AWG AND LARGER SHALL BE STRANDED. TYPE THHN INSULATION USED UNLESS CONDUCTORS INSTALLED IN CONDUIT EXPOSED TO SHOP DRAWINGS WEATHER, IN WHICH CASE TYPE THWN INSULATION SHALL BE USED. A. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS TO THE ARCHITECT FOR D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES SIZED PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING. APPROVAL WITHIN 35 DAYS OF AWARD OF CONTRACT, SHOP DRAWINGS SHALL BE SUBMITTED IN A COMPLETE BOUND MANUAL E. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE WITH WHITE INCLUDING LIGHT FIXTURES, SERVICE METERING, TRANSFER SWITCH, FINISH (UNLESS NOTED BY ENGINEER), 20 AMP, 125 VOLT, THREE PANELBOARD, AND DISCONNECT SWITCHES. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF EQUIPMENT TO INSURE THAT THEY FIT IN THE WIRE GROUNDING TYPE, NEMA 5-20R. MOUNT RECEPTACLE AT +12" DESIGNATED AREA AND COMPLY WITH REQUIREMENTS OF ALL ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON DRAWINGS APPLICABLE CODES FOR REQUIRED WORKING CLEARANCES ABOUT OR IN DETAILS, WEATHERPROOF RECEPTACLES SHALL BE GROUND ELECTRICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS FOR FAULT INTERRUPTER TYPE WITH SIERRA #WPD-8 LIFT COVERPLATES. APPROVAL. DEPARTURE FROM THE ABOVE WILL RESULT IN RE —SUBMITTAL AND DELAYS. F. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION SUBSTITUTIONS A. NO SUBSTITUTIONS ARE ALLOWED. TESTS A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL INSURE THAT ALL EQUIPMENT, SYSTEMS, FIXTURES, ETC., ARE WORKING SATISFACTORILY AND TO THE INTENT OF THE DRAWINGS, I,rl-,A A I Tr' A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND PAYING FOR ALL THE REQUIRED PERMITS, INSPECTION AND EXAMINATION WITHOUT ADDITIONAL EXPENSE TO THE OWNER. GROUNDING GRADE WHITE (UNLESS NOTED OTHERWISE) FINISH, MOUNT SWITCHES AT +48" ABOVE FINISHED FLOOR. G. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH ANTI —BURN SOLDERLESS COMPRESSION APPROVED FOR COPPER CONDUCTORS, COPPER BUS BARS, FULL SIZED NEUTRAL BUS, GROUND BUS AND EQUIPPED WITH QUICK— MAKE QUICK —BREAK BOLT —IN TYPE THERMAL MAGNETIC CIRCUIT BREAKERS. MOUNT TOP OF THE PANELBOARDS AT 6'-3" ABOVE FINISHED FLOOR. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY. H. ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, I. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10' LONG. COPPERWELD OR APPROVED EQUAL, A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND APPROVED INSTALLATION GROUNDING SYSTEM INCLUDING ELECTRODES. ELECTRODE CONDUCTOR, A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL EQUIPMENT, BONDING CONDUCTORS, AND EQUIPMENT CONDUCTORS AS REQUIRED BY ARTICLE 250 OF NATIONAL ELECTRICAL CODE. FIXTURES, BOXES, PANEL, ETC., SUPPORT LUMINARIES FROM UNDERSIDE OF STRUCTURAL CEILING, EQUIPMENT SHALL BE BRACED B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE TO WITHSTAND HORIZONTAL FORCES IN ACCORDANCE WITH STATE METALLICALLY JOINED TOGETHER TO PROVIDE EFFECTIVE ELECTRICAL AND LOCAL CODE REQUIREMENTS. PROVIDE PRIOR ALIGNMENT AND CONTINUITY. LEVELING OF ALL DEVICES AND FIXTURES. 8.1. EQUIPMENT GROUND BUS BAR (EGB) LOCATED AT BOTTOM OF ANTENNA POLE/MAST FOR MAKING GROUNDING JUMPER CONNECTIONS TO COAX FEEDER CABLES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. JUMPERS (FURNISHED BY OWNERS) SHALL BE INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. 8.2, MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO EQUIPMENT CABINET(S) SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 9. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. 10. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. 11. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). 12. IF EQUIPMENT IS IN A C.L. FENCE ENCLOSURE, GROUND ONLY CORNER POSTS AND SUPPORT POSTS OF GATE, IF CHAIN LINK LID IS USED, THEN GROUND LID ALSO. 13. GROUNDING @ PPC CABINET SHALL BE VERTICALLY INSTALLED. 14. ALL GROUNDING FOR ANTENNAS SHALL BE CONNECTED SO THAT IT WILL BY—PASS MAIN BUSS BAR. 15. ALL EMT RUNS SHALL BE GROUNDED AND HAVE A BUSHING. NO PVC ABOVE GROUND. 16. USE SEPAREATE HOLES FOR GROUNDING @ BUSS BAR. NO "DOUBLING —UP" OF LUGS. 17. POWER AND TELCO CABS, SHALL BE GROUNDED (BONDED) TOGETHER.18. NO "L AND B" ALLOWED ON GROUNDING, 18. PROVIDE STAINLESS STEEL CLAM AND BRASS TAGS ON COAX @ ANTENNAS AND DOGHOUSE. 2 1 ELECTRICAL GENERAL NOTES 1 1 APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: QvoOFESS/ON U 1 0 S2 GI z z w � E �19*C m FC T R\c'� OF DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: ELECTRICAL NOTES SHEET NUMBER: E-3 APPLICANT: 0 N a w 06 F_ Q z 0 Y w EXOTHERMIC COMPRESSION TYPE CONNECTIONS CHEMICAL ELECTROLYTIC GROUNDING SYSTEM GROUND ROD WITH INSPECTION SLEEVE TEST GROUND ROD WITH INSPECTION SLEEVE EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING CONDUCTOR GROUNDING BAR ANTENNA AND RRUS GROUNDING PLAN THIS PLAN IS A SCHEMATIC ONLY AND DOES NOT SHOW ALL THE GROUNDING PROVIDED BY THE SHELTER MANUFACTURER. CONTRACTOR SHALL NOTIFY AT&T IF ANY GROUNDING TO BE PROVIDED IS INCOMPLETE OR MISSING. NOTE: CONTRACTOR TO IMPLEMENT ALL GROUNDING REQUIREMENTS AS SPECIFIED BY CARRIER CONSTRUCTION AND INSTALLATION GUIDELINES. NEW AT&T PANEL ANTENNAS (TYP.-3 PER SECTOR, TOTAL OF 12) NEW AT&T RRUS (TYP.-5 PER SECTOR, TOTAL OF 20) NEW AT&T 84'-0" HIGH MONOPALM NEW AT&T DC9 SURGE SUPPRESSOR (TYP.-4) 2 EXOTHERMIC COMPRESSION TYPE CONNECTIONS CHEMICAL ELECTROLYTIC GROUNDING SYSTEM GROUND ROD WITH INSPECTION SLEEVE TEST GROUND ROD WITH INSPECTION SLEEVE EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING CONDUCTOR GROUNDING BAR • • • • 00 EXTERIOR GROUND RING: #2 AWG SOLID BARE TINNED COPPER CONDUCTOR, BUPIFn AT A nFPTI-I C1F AT I FACT 30 INCHES BELOW THE FF 24 INCHES FOOTING. NEW AT&T LEASE AREA [693 SQUARE FEET] NEW AT&T 84'-0" HIGH MONOPALM NEW AT&T 10'-0" HIGH CMU WALL ENCLOSURE EQUIPMENT GROUNDING PLAN THIS PLAN IS A SCHEMATIC ONLY AND DOES NOT SHOW ALL THE GROUNDING PROVIDED BY THE SHELTER MANUFACTURER. CONTRACTOR SHALL NOTIFY AT&T IF ANY GROUNDING TO BE PROVIDED IS INCOMPLETE OR MISSING. NOTE: CONTRACTOR TO IMPLEMENT ALL GROUNDING REQUIREMENTS AS SPECIFIED BY CARRIER CONSTRUCTION AND INSTALLATION GUIDELINES. EW AT&T BOLLARDS (TYP.-2) NEW AT&T 20kW BACK-UP GENERATOR WITH 125 gal FUEL TANK NEW AT&T 8'-0" X 8'-0" W.I.C. 1 The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: QROFESS /OIL q G,r U I cy F2 h � � O ID E 1991 z m Cf �G�� , \ F OF C\FO DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: ANTENNA AND RRUS/EQUIPMENT GROUNDING PLAN SHEET NUMBER: E 4 0 a 04 F_ F_ 06 F_ a z 0 Y LU NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO REQUIRED PART NUMBER DESCRIPTION 01 1 1 /4"x4"x30" SOLID GROUND BAR 02 2 A-6056 WALL MOUNTING BRACKET O2 3061 -4 INSULATORS O4 3012-1 5/8"-1 1 x1 " H.H.C.S. O4 3015-8 5/8" LOCKWASHER LI I (MGB) REFERENCE GROUNDING BAR STANDARD KIT (TYP) #6 AWG CONDUC EACH GROUNDING CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION SECTION "P" — SURGE PROTECTORS EXTERNAL (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) (#2 AWG) TOOTHED (EC) TELCO GROUND BAR (#2 AWG) (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUNDING BOND (3/0) 3/8"Ox1 1/2" (EC) FIBER GROUND BAR (#2 AWG) (EC) POWER ROOM REFERENCE GROUND BAR (#2 AWG) (AT&T) RECTIFIER FRAMES S/S NUT SECTION "A" — SURGE ABSORBERS S/S LOCK (EC) INTERIOR GROUND RING (#2 AWG) WASHER (EC) EXTERNAL EARTH GROUNDING FIELD (BURIED GROUND RING) (#2 AWG) S/S FLAT (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) WASHER (1/0 AWG) NOTE 2) (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) S/S FLAT WASHER SECTION "I" — ISOLATED GROUNDING ZONE (AT&T) ALL ISOLATED GROUNDING REFERENCE (AT&T) GROUND WINDOW BAR S/S BOLT (1 OF 2) NOTE 1 ) 1 /1 6" MINIMUM SPACING CLOSED BARREL, FOR ALL BLACK HEAT EXTERIOR TWO -HOLE SHRINK UV CONNECTORS RATED 6 1 EXTERIOR TWO HOLE LUG DETAIL 12" DIA x 24" DEEP INSPECTION SLEEVE PVC OR SOIL PIPE WITH CAP OR EQUIVALENT Q x � Q N FINISHED GRADE I. ❑ I_ ❑ ❑ I_ ❑ ❑ .n ❑'U �-❑.,n ❑ .❑ -.].❑❑.❑..I__Cl ❑ ❑.n ❑ ❑n n nj❑ n n.❑ i7 ❑"-I❑I❑O n L-.❑ ] ❑ ] 0 I ❑17 ❑pu..II _- .� LLJ EXOTHERMIC CONNECTION 1" WIDE SLOT FOR GROUNDING TOWER �D \\//\\//\\//\\/ \//\\//��/ CONDUCTOR EXTEND 4" ABOVE TO ANTENNA (TYPE WILL VARY) �' ' //j//j// // //// GROUNDING CONDUCTOR o / \ 3/4" CRUSHED STONE OR EQUAL oUo oUo °�//\// /\� FILL TEST WELL TO WITHIN 2" OF / \\// j 6TOP OF GROUNDING LOOP o CONDUCTOR J -- --� GROUNDING #2 AWG SOLID TINNED COPPER CONDUCTOR SEE NOTE 7, DETAIL 2/E6 CONCRETE PIER #2 AWG BCTW SOLID _ #2 AWG BARE TINNED COPPER TINNED GROUNDING 1 EXOTHERMIC TO CONNECTION RING TOWER BASE PLATE. (APPLICABLE TO NEW TOWERS ONLY) EXOTHERMIC (TYP) TOWER AND ANTENNA CABLE GROUNDING EXTERIOR ERICO #615800 GROUND ROD, GROUNDING RING 5/8" x 10'-0" LONG COPPER CLAD STEEL TEST GROUND ROD WITH INSPECTION SLEEVE x Q FINISHED GRADE . i] .❑ ❑ U Cl . '❑ . ❑ . ❑ _❑ 'n Cl u ❑ .❑ C'1 ❑ '.n CI'I '.n ISO❑�.nl u❑❑u-LnOI0iJ'.IJ I. ❑ 1 2" DIA x 24" DEEP INSPECTION SLEEVE PVC OR SOIL PIPE WITH CAP OR EQUIVALENT U .O. O':L OU;b a CIu ❑: \\\\\\ I- z_ �'�//�//�//�//\/// / /\/ o �L\ \ m #2 AWG BONDING `° CONDUCTOR -a ----- - 7- #2 AWG SOLID TINNED COPPER CONDUCTOR EXTERIOR GROUNDING RING FX()THFRMIC; WITH IIVJI- rzU I IUIV JLCC V C 5 I GROUND ROD /INSPECTION SLEEVE 3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 4" OF TOP OF GROUNDING LOOP CONDUCTOR CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK LABEL TINNED COPPER GROUNDING BAR LABEL L---------- DO NOT DISCONNECT "DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS 0 NOTES: 1. THIS IS A DIAGRAMMATIC REPRESENTATION ONLY. SEE GROUNDING PLAN FOR SITE -SPECIFIC GROUNDING LAYOUT AND COMPONENTS. 2. SEE GROUND NOTES FOR ADDITIONAL INFORMATION 3. USE #2/0 AWG, BCW FOR GROUND LEADS FROM BUS BARS TO GROUND RING. 4. USE #2 AWG.BCW FOR BURIED GROUND LOOP AND GROUND LEADS. 5. THE NUMBER AND SIZE OF GROUND BARS USED MAY PER SITE CONDITIONS. NEW NEW MAIN BUS BAR 3 I RACK GROUNDING NOTES: 1. EXOTHERMIC WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUNDING CONDUCTOR DOWN TO GROUNDING BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. SUPPLIED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1 /8" OF THE BARREL (NO SHINERS). we. BACKFILL PER SPECIFICATIONS GROUNDING RING, #2 AWG SOLID BARE TINNED COPPER CONDUCTOR GROUND RING TRENCH / NOTES LEGEND: ■ - EXOTHERMIC CONNECTION • - MECHANICAL TYPE CONNECTION #2 AWG, GREEN INSULATED FOR GROUND LEADS FROM CABINET TO MAIN GROUND BAR (TYP. OF 2) L L — — — TO MASTER GROUND BUS BAR 2 1 APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: Q9jpFESS/p, Ul O w} E991�zm F FC T R�CD OF DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-5 0 N a w 06 Q z O Y w N OTE: ANTENNA CABLE 12" TO 24" — — WEATHERPR EEFING NOTE IT CABLE GROUND KIT Q o � #6 SWG STRANDED COPPER N GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) NOTES: #6 AWG STRANDED CU WIRE WITH GREEN, 60OV, THWN INSULATION (AS REQUIRED) 6 NEW EQUIPMENT GROUND BAR - O O O O O O 0 ro O O O O O O O O O 0 HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 00 0 ® 0 ®®�00�6a0 2 ® 0 0 6® 0 0 ®®0 0 0 0 ® ® 0 0 0 6 6 0 0 ®6 0 0 ® ® 0 0 ® ® 0 0 0®00 �600 0 ®0 6 6 0 0 1 SEE 9 0 0 ®®0 0 �-3 0 0 0 0 0 1- UNIVERSAL TINNED COPPER BUSS BAR WITH HARDWARE: BY ANDREW CORPORATION TO ANTENNAS WEATHERPROOFING TX1 RX1 KIT (TYP.) COAX JUMPER ANDREW SUREGROUND (TYP.) TYPE GROUND KIT (TYPICAL) 11 CONNECTOR (SEE NOTE) G-3 WEATHERPROOFING #6 AWG KIT (TYP.) SEE NOTE 2 ANTENNA GROUND BAR, SIMILAR TO ANTENNA CABLE TO BTS DETAIL 3 WITHOUT EQUIPMENT (TYP) �� INSULATORS. BONDED DIRECTLY TO TOP OF POLE OR TOWER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) TWO HOLE LONG BARREL LUG. TO BE USED WITH # 2 AWG CU STRANDED WIRE WITH GREEN, 600V THWN INSULATION TO BTS CABINET. USE STAINLESS STEEL HARDWARE. UGBKIT-0420-T 1/4"x4"x20" (SHOWN) UGBKIT-0412-T 1 /4"x4"x12" UGBKIT-0210-T 1 /4"x2"x10" GB-HKU MOUNTING HARDWARE KIT 2- ANDREW #MTC9674KEY TAMPER RESISTANT BUSS BAR BOLT KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CONN. OF CABLE GND KIT TO ANT. 12 INSTALLATION OF GND WIRE TO GND BAR 9 GROUND BAR DETAIL 6 CONN. OF GRND WIRE TO GRND BAR, TOWER 3 NEW CPS ANTENNA NOTES 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TYPE SS TYPE TA TYPE VB TYPE PH TYPE GR 0 2 AWG BCW tTYP.2 PLACES) ADDITIONAL GROUNDING BAR AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 2. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUNDING CONDUCTOR DOWN TO GROUNDING BAR. BOLT GRND. 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE CLAMPS ROD CLAMP SPLICER CLAMP 75 1.25 UNISTRUT P1000 x 6" CABLE TO PIPE LONG ATTACHED TO NEW 3. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. CONNECTOR BURNDY TYPE UNISTRUT COAX CABLE GAR (TYP. 2 PLACES) HORIZONTAL SUPPORT WITH APPROPRIATE FITTINGS 4. WEATHER PROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TYPE PG TYPE GT TYPE GY TYPE NC o MOUNTING BRACKET I 5. PROVIDE GROUNDING KIT 6"BEFORE TURN TRANSITION FROM TOWER TO ICE BRIDGE. 6. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, <4�0 2 HOLE LUG CAST "T" SPLICER 1 BOLT PARALLEL CLAMP dpx_#2 AWG BCW TO CIGBE GROUNDING KIT THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BARS TO THE TOWER. 7. EXTEND TWO (2) #2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER, FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) TYPE LJ TYPE HA TYPE VS TYPE NX1 TYPE ND O ® �\\\ GROUND BAR (CIGBE) #2 AWG BCW 8. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOF -TOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER, ROOF -TOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, �CD C o THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE "U" BOLT 1 BOLT PARALLEL UNIVERSAL PIPE CLAMPS #6 AWG GROUNDING KIT CABLE (FERROUS OR NONFERROUS METAL PIPING ONLY), SEE AT&T GROUNDING AND BONDING STANDARDS TP 76416 SPECIFICATION 6.5.2.2. TYPE XA TYPE GR TYPE GL LUG TYPE PC TYPE RR PIPE CLAMP CLAMP 50H2 9. FLEX CONDUIT TO BE INSTALLED ON PROPOSED COPPER CONDUCTOR UP TO GROUNDING BAR AND, TO MGB - SEALED AT ENDS TO PROTECT FROM OUTSIDE MOISTURE AND DEBRIS. EXOTHERMIC WELD CONNECTION 11 MECHANICAL CONNECTION 8 GPS ANTENNA GROUNDING 5 GROUNDING NOTES 2 NOT USED 10 NOT USED 7 NOT USED 4 NOT USED 1 APPLICANT: The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com 1 DRAWN BY: FG/MP 1 CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING LREV DATE DESCRIPTION LICENSEE: Q�OFESS/O� 0 w} E1991�zm � v FCT R\c'���P OF CAOF�/ DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: APPLICANT: PYL 1 2V 185 FT 1 2V 185Ah-8Hr Proven in the real world, the PYL Series of telecorn batteries provides security and long life in extreme climates where other y VRLA batteries just don't survive. The PYL technology utilizes proprietary lead alleys and active material additives. The PYL sz Series is the most cost effective battery solution over the total life cycle and for initial installation in your network. , • Primary lead for Long Life • UL94 1- 0 flame retardant case ■ High temperature, long life design ■ AGM and spill -proof construction ■ Harnesses/connecting bars available • No maintenance required • 10+ years design life • GR-4228 compliant • UL recognized • ABS plastic case for durability SPECIFICATIONS Maximum Charge Current is 25% of the 8 Hr. Rate In"kaied Gopeall3 Welghl f7ale In Ah ' Storage L W H TH 8 r tnln Frt mm !n. rf1r11 f fn. mrn In.kg lbr.. TemMnal 12 HIS Ah -15 to SWC -15 to 4rC 556 21.9 125 419 W 12-5 31 T 12.3 Go.? 133.E Front -MS Bak Ism 1 zz°IF1 is ra �,3gFy Amperes to Final voltage. 1.7SV per cell (a 25"C (77°F) DISCHARGE TIME (Hr) 2 3 4 5 6 7 a 9 10 12 20 71.2 52.0 41.3 14A 30.0 26.0 231 21.0 19.3 17.7 10.2 Warts to Final voltage: 1.75V per ca a. 259C (77" F) DISCHARGE TIME (Hr) 2 3 4 5 s 7 ti 9 10 12 20 829 609 487 4077 351 315 275 250 232 215 123 PYL 1 2V 185 FT I2V 185Ah-8Hr 559*2 1 .5t1 F 124t'l. Rev. 10.22-2012 units: mrri • Float Charge Voltage: 13.65V +l- 0.15V • Temperature Compensation; The recommended compensation factor is -3mV111Clcell. The standard center point for temperature compensation is 25°C. • Internal Resistance: Approximately 3.5 mid measured with 1 kHz AC bridge • Terminal Torque: 90 in.lbs. (13mm, tap); 43.5 in.lbs. (70mm, front) Teinpa rewdGiscim Capsdty ■EEO ROW ME NNEN 1i GS Battery JU.S,A.j, Inc. 1150 NoRhmeadow Parkway, Suite 110 Rosweill, GA 30076 80CA72-2579 20"hadvirw Chaffm6wisUm (9GS www.gsbatiery.com Charging CharacteristlpIr+R-275YJpgj � Sr Gherp!'g C7p}8CUlr�liCa 12.2T5YR-elri �.3 I+F F.I. xF G71.a.lYgi lai 410 2f - -- m voe za w dm i2 Mw arfv �v a [a aE 1 11 •• cupep y�� A o m + a a � i? fA 26 34 id 39 xt Internetiana[ Certifiaatian (1 ),ISG 9001, TS15949 {2� UL app royal. Code: M H 12970 ELECTROLYTE ELECTROLYTE ACID ACID LEAD LEAD TOTAL # OF ELECTROLYTE ELECTROLYTE TOTAL ACID BATTERY TYPE WEIGHT (Ibs.) VOLUME (gal.) WEIGHT (Ibs.) VOLUME (gal.) (Ibs.) OXIDE (Ibs.) BATTERIES TOTAL WEIGHT TOTAL VOLUME I bs. ( ) (gal) * MARATHON "M12V180FT" 27.27 2.47 11.44 0.74 92.6 20 8 218.16 19.76 5.92 FIRE DEPARTMENT NOTES GENERAL 1.0 ADDRESS NUMBERS: A. APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PLACED IN A POSITION THAT PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. 2.0 FIRE EXTINGUISHERS: A. PROVIDE A FIRE EXTINGUISHER (MINIMUM 2A-10BC) WITHIN A RECESSED OR SEMI -RECESSED CABINET WITHIN 75 FEET TRAVEL DISTANCE FROM ALL POINTS IN THE OCCUPANCY; THE EXTINGUISHER SHALL BE MOUNTED ON A HOOK WITHIN THE CABINET (ELEVATED OFF CABINET FLOOR); THE TOP QE THE EXTINGUISHER SHALL BE NO HIGHER THAN 48 INCHES (1219 mm) ABOVE THE FLOOR; EXTINGUISHER SHALL BE PLACED IN A EASILY ACCESSIBLE LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. 3.0 DOOR OPERATIONS: A. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, OR EFFORT. THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. 4.0 ADDITIONAL PERMIT: A. PRIOR TO THE FINAL INSPECTION, OBTAIN A HAZARDOUS MATERIALS PERMIT FROM THE FIRE DEPARTMENT. CONTACT THE ENVIROMENTAL MANAGEMENT CENTER AT (916) 455-8200 5.0 REQUIRED INSPECTIONS: A. THE FIRE DEPARTMENT INSPECTION FOR THIS PROJECT INCLUDE THE FOLLOWING: 1. HAZARDOUS MATERIALS FINAL INSPECTION. 2. FIRE PREVENTION BUREAU FINAL INSPECTION CONTRACTOR MUST REQUEST A SEPERATE INSPECTION. INSPECTION.INCLUDES. BUT IS NOT LIMITED TO: FIRE EXTINGUISHERS; SIGNAGE; DOOR HARDWARE AND MEANS QE EGRESS; EMERGENCY/EXIT LIGHTING; ETC. NOTE: TO SCHEDULE INSPECTIONS: CALL OFFICE OF STATE FIRE MARSHALL AT (9164458200) AT LEAST 48 HOURS IN ADVANCE. NOTES 1. PER CFC 2019 SECTION 1206.2 "STATIONARY STORAGE BATTERY SYSTEMS HAVING CAPACITIES EXCEEDING THE VALUES SHOWN IN TABLE 1206.2 SHALL COMPLY WITH SECTION 1206.2.1 THROUGH 1206.2.12.6, AS APPLICABLE" SINCE THE TOTAL CAPACITY OF THE LEAD -ACID -TYPE BATTERY SYSTEM IS LESS THAN 70kWh THIS MODIFICATION IS EXEMPT FROM CFC 2019 SECTION 1206. CAPACITY CALCULATION: (16 BATTERIES x 185Ah x 12V) / 1000 = 35.52kWh) 2. DEFINITIONS PER CFC 2019 SECTION 1202.1: LEAD ACID BATTERY: A STORAGE BATTERY THAT IS COMPRISED OF LEAD ELECTRODES IMMERSED IN SULPHURIC ACID ELECTROLYTE. CORROSIVE: A CHEMICAL THAT CAUSES VISIBLE DESTRUCTION OF, OR IRREVERSIBLE ALTERATIONS IN, LIVING TISSUE BY CHEMICAL ACTION AT THE POINT OF CONTACT. A CHEMICAL SHALL BE CONSIDERED CORROSIVE IF, WHEN TESTED ON THE INTACT SKIN OF ALBINO RABBITS BY THE METHOD DESCRIBED IN DOTN 49 CER 173.137, SUCH CHEMICAL DESTROYS OR CHANGES IRREVERSIBLY THE STRUCTURE OF THE TISSUE AT THE POINT OF CONTACT FOLLOWING AN EXPOSURE PERIOD OF 4 HOURS. THIS TERM DOES NOT REFER TO ACTION ON INANIMATE SURFACES. HAZARDOUS MATERIALS: THOSE CHEMICALS OR SUBSTANCES WHICH ARE PHYSICAL HAZARDS OR HEALTH HAZARDS AS DEFINED AND CLASSIFIED IN THIS CHAPTER, WHETHER THE MATERIALS ARE IN USABLE OR WASTE CONDITION. HEALTH HAZARD: A CLASSIFICATION OF A CHEMICAL FOR WHICH THERE IS STATISTICALLY SIGNIFICANT EVIDENCE THAT ACUTE OR CHRONIC HEALTH EFFECTS ARE CAPABLE QE OCCURRING IN EXPOSED PERSONS. THE TERM "HEALTH HAZARD" INCLUDES CHEMICALS THAT ARE TOXIC, HIGHLY TOXIC AND CORROSIVE. PHYSICAL HAZARD: A CHEMICAL FOR WHICH THERE IS EVIDENCE THAT IT IS A COMBUSTIBLE LIQUID, CRYOGENIC FLUID, EXPLOSIVE, FLAMMABLE (SOLID, LIQUID OR GAS), ORGANIC PEROXIDE (SOLID OR LIQUID), OXIDIZER (SOLID OR LIQUID), OXIDIZING GAS, PYROPHORIC (SOLID, LIQUID OR GAS), UNSTABLE (REACTIVE) MATERIAL (SOLID, LIQUID OR GAS) OR WATER -REACTIVE MATERIAL (SOLID OR LIQUID). The new at&t 1452 EDINGER AVENUE, 3RD FLOOR TUSTIN, CA 92780 ENGINEER: ukon an SFC Communications, Inc. Company 65 POST, SUITE 1000 RVI N E, CA 92618 TEL: (949) 553-8566 www.eukongroup.com DRAWN BY: FG/MP CHECKED BY: DS/AG REVISIONS: 1 07/15/21 PLAN CHECK CORRECTIONS 0 04/27/21 100% CONSTRUCTION DRAWING A 04/19/21 90% CONSTRUCTION DRAWING REV DATE DESCRIPTION LICENSEE: DATE SIGNED: 07-15-21 PROJECT INFORMATION: CSL06268 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 SHEET TITLE: FIRE DEPARTMENT NOTES AND BATTERY INFORMATION SHEET NUMBER: F D 1 CSL06268 84'MONOPALM LOCATION: 79120 CORP CENTRE DRIVE LA QUINTA, CA 92253 RIVERSIDE COUNTY DRAWING INDEX T1 TITLE SHEET N1 NOTES & SPECIFICATIONS S1 ELEVATION VIEWS S2-S3 DETAILS S4 ANTENNA MOUNT DETAILS S5 DRILLED PIER FOUNDATION © 2021 SOLAR COMMUNICA' INTERNATIONAL, INC. 41745 Anza Road Temecula, CA 92592 Phone: (951)698-5955 www.RFTransparent.com 02021 SOLAR COMMUNICATIONS INTERNATIONAL, INC. ALL RIGHTS RESERVED. THESE PLANS AND ALL DRAWINGS, DESIGNS, CALCULATIONS AND SPECIFICATIONS ARE COPYRIGHTED MATERIALS OF SOLAR COMMUNICATIONS INTERNATIONAL, INC. ('SCI') PROTECTED BY UNITED STATES COPYRIGHT LAW AND MAY NOT BE COPIED, REPRODUCED, DISTRIBUTED, TRANSMUTED, DISPLAYED, OR PUBLISHED WITHOUT THE PRIOR WRITTEN CONSENT OF SCI. UNAUTHORIZED USE IS STRICTLY PROHIB TED. YOU MAY NOT ALTER OR REMOVE ANY TRADEMARK, COPYRIGHT OR SIMILAR NOTICE FROM THESE MATERIALS. DATE: 4/6121 DESIGNED: CTF DRAFTER: DKF REVISIONS REV DATE DESCRIPTION 1 719/21 PCC REVISIONS AT&T LU w :ENT w Q�M= _ CO Z o o o CZ) Z C) o w J U O = w 0 0 cc) N :5 � II 07/09/2021 U 1085.941.211 T1 R1 DESIGN CRITERIA STRUCTURAL DESIGN IS BASED ON THE CALIFORNIA BUILDING CODE, 2019 EDITION (2018 IBC) AND THE TIA-222-H STANDARD DPSIGN I OADS- WIND: WIND SPEED = 110 MPH (3-SEC GUST) PER THE ASCE 7-16 STANDARD RISK CATEGORY: II EXPOSURE: C TOPOGRAPHIC CATEGORY: 1 CREST HEIGHT: OFT ELEVATION: 75 FT ABOVE SEA LEVEL ICE: NONE PER THE TIA-222-H STANDARD SEISMIC: IMPORTANCE FACTOR: 1.00 RISK CATEGORY: II MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss=1.659g, S, = 0.668g SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS=1.327g, SDT = 0.757g SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING -SYSTEM: TELECOMMUNICATION TOWER: STEEL POLE SEISMIC BASE SHEAR, V: 3.1 K SEISMIC RESPONSE COEFFICIENT, Cs: 0.232 RESPONSE MODIFICATION FACTOR, R: 1.5 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE II STRUCTURAL STEEL 1. POLYGONAL MONOPOLE SHAFT STEEL SHALL CONFORM w/ ASTM A572 GR. 65, U.N.O. 2. BASEPLATE STEEL SHALL CONFORM w/ ASTM A572 GR. 50, U.N.O. 3. ALL STEEL PIPE SHALL CONFORM W/ ASTM A53 GR. B (35 KSI), U.N.O. 4. ACCEPTABLE PIPE MATERIAL ALTERNATIVES INCLUDE: A500 GR. B., Al06 GR. B. AND API 5LX 42KSI. 5. ALL STEEL RECTANGULAR TUBES (HSS) SHALL CONFORM w/ ASTM A500 GR. B (46 KSI), U.N.O. 6. REINFORCED PORT STEEL SHALL CONFORM W/ ASTM A572 GR. 50 OR EQUIVALENT, U.N.O. 7. ALL OTHER STEEL SHAPES & PLATES SHALL CONFORM w/ ASTM A36, U.N.O. 8. ALL BOLTS FOR STEEL -TO -STEEL CONNECTIONS SHALL CONFORM w/ ASTM F3125 GR. A325, U.N.O. 9. ALL ANCHOR BOLTS SHALL CONFORM w/ ASTM F1554 GR. 105, U.N.O. 10. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE w/ THE LATEST VERSION OF THE AMERICAN WELDING SOCIETY AWS D1.1. STEEL WELDS SHALL BE BY E70XX LOW HYDROGEN ELECTRODES, U.N.O. 11. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE w/ ASTM A123 AND ASTM F2329 STANDARDS. 12. ALL STRUCTURAL BOLTS SHALL BE TIGHTENED PER AN APPROVED PRETENSIONING METHOD AS DEFINED BY AISC. FOR EASE OF INSPECTION, THE "TURN -OF -NUT" METHOD AS DEFINED BY AISC WITH MATCH -MARKING TECHNIQUES IS RECOMMENDED. 13. ALL BOLT HOLES SHALL BE STANDARD SIZE PER TABLE J3.3 OF AISC U.N.O. WASHERS ARE REQUIRED FOR ANY CONNECTION THAT HAS LARGER THAN STANDARD SIZED BOLT HOLES. 14. ALL HEAVY HEX NUTS SHALL BE ASTM A563 GR. C OR DH OR EQUIVALENT. 15. ALL HARDENED WASHERS SHALL BE ASTM F436 OR EQUIVALENT. II BASE DESIGN REACTIONS MOMENT, M =1,295 K-FT (1.0 WIND) SHEAR, V = 17.8 K (1.0 WIND) AXIAL, P = 15.5 K (1.2 DEAD) GENERAL NOTES 1) CONTRACTOR SHALL FIELD VERIFY SITE OR LAYOUT RESTRICTIONS, SITE CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF SCI, INC. PRIOR TO BEGINNING PROJECT. ALL WORK SHALL BE PERFORMED USING ACCEPTED CONSTRUCTION PRACTICES. CONTRACTOR TO VERIFY MATERIALS PROVIDED BY SCI PRIOR TO INSTALLATION. 2) ALL ENGINEERING PLANS, DRAWINGS, DESIGNS, CALCULATIONS AND SPECIFICATIONS (COLLECTIVELY, "PLANS") ARE DESIGNED TO THE PROPRIETARY MANUFACTURING SPECIFICATIONS OF SOLAR COMMUNICATIONS INTERNATIONAL, INC. ("SCI") INTENDED AND AUTHORIZED SOLELY FOR USE WITH PRODUCT PRODUCED BY SCI. UNAUTHORIZED USE IS STRICTLY PROHIBITED. CUSTOMER AGREES TO DEFEND, INDEMNIFY AND HOLD SCI HARMLESS FROM AND AGAINST ANY AND ALL DEMANDS, CLAIMS, SUITS, PROCEEDINGS, LOSSES, LIABILITIES, DAMAGES, FEES, COSTS AND EXPENSES (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEYS' FEES AND COSTS) ARISING FROM OR RELATING TO ANY UNAUTHORIZED USE OF SCI'S PLANS BY CUSTOMER. 3) NO FIELD MODIFICATIONS MAY BE MADE TO STRUCTURE WITHOUT THE EXPRESS WRITTEN CONSENT FROM THE ENGINEER OF RECORD. SCI, INC AND ENGINEER OF RECORD ASSUME NO RESPONSIBILITY FOR THE STRUCTURE IF ALTERATIONS AND/OR ADDITIONS ARE MADE TO THE DESIGN AS SHOWN IN THESE DRAWINGS. 4) THE CONTRACTORS AND ALL SUBCONTRACTORS SHALL COMPLY WITH ALL LOCAL CODES, REGULATIONS, AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. 5) THE CONTRACTOR SHALL SUPERVISE AND DIRECTALL WORK TO THE BEST OF HIS/HERABILITY AND SKILL. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, AND SEQUENCES, AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6) THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL ITEMS REQUIRING SAME. WHETHER SHOWN OR NOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, FORMWORK, ETC., AND SHALL CONFORM TO ALL NATIONAL, STATE, AND LOCAL ORDINANCES AND CODES, IN ORDER TO SAFELY EXECUTE ALL STAGES OF WORK TO COMPLETE THIS PROJECT. 7) IT IS THE INTENT OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION OF THE STRUCTURE SHOWN. 8) CONTRACTOR ASSUMES RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. THIS REQUIREMENT APPLIES CONTINUOUSLY, AND IS NOT LIMITED TO NORMAL WORKING HOURS. 9) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK ON THIS PROJECT. SPECIAL INSPECTIONS 1. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED AS REQUIRED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. ALTERNATIVELY, SPECIAL INSPECTION OF MATERIALS, WELDING, AND FABRICATION PROCEDURES SHALL BE REQUIRED FOR FABRICATION BY AN UNAPPROVED FABRICATOR. 2. NO FIELD WELDING SHALL BE PERMITTED 3. THE FOLLOWING SPECIAL INSPECTIONS SHALL BE REQUIRED PER CHAPTER 17 OF THE BUILDING CODE: • SPECIAL INSPECTION OF HIGH -STRENGTH BOLTING (WHEN APPLICABLE): 0 PERIODIC SPECIAL INSPECTION IF BOLTS ARE PRETENSIONED WITH MATCH -MARKING TECHNIQUES 0 CONTINUOUS SPECIAL INSPECTION OF ALL OTHER HIGH -STRENGTH BOLTING • PERIODIC SPECIAL INSPECTION OF PLACEMENT OF REINFORCING STEEL • CONTINUOUS SPECIAL INSPECTION OF ANCHOR BOLTS PRIOR TO AND DURING CONCRETE PLACEMENT • CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT • CONTINUOUS SPECIAL INSPECTION OF DRILLING OPERATIONS FOR PIER FOUNDATIONS • CONTINUOUS SPECIAL INSPECTION TO VERIFY LOCATION, PLUMBNESS, DIAMETER, AND LENGTH OF PIER FOUNDATIONS • SAMPLING & TESTING OF CONCRETE PER CHAPTER 17 OF THE BUILDING CODE TO VERIFY STRENGTH AND SLUMP 4. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION AS APPROVED BY THE BUILDING OFFICIAL. THUS, SPECIAL INSPECTION ITEMS ABOVE MAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL. STRUCTURAL OBSERVATION THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATIONS. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. SCHEDULE: A MINIMUM OF ONE SITE VISIT SHALL BE SCHEDULED FOR THE PERFORMANCE OF STRUCTURAL OBSERVATION AFTER ERECTION OF THE PRIMARY STEEL POLE STRUCTURE. THE BUILDING OFFICIAL MAY REQUIRE ADDITIONAL SITE VISITS AT DIFFERENT STAGES OF CONSTRUCTION. COORDINATE WITH BUILDING OFFICIAL PRIOR TO FOUNDATION EXCAVATION. DISCLAIMERS ALL STRUCTURAL COMPONENTS TO BE CONNECTED TOGETHER SHALL BE COMPLETELY FIT UP ON THE GROUND OR OTHERWISE VERIFIED FOR COMPATIBILITY PRIOR TO LIFTING ANY COMPONENT INTO PLACE. REPAIRS REQUIRED DUE TO FIT -UP OR CONNECTION COMPATIBILITY PROBLEMS AFTER PARTIAL ERECTION ARE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. SOME TELECOMMUNICATION STRUCTURES ARE SUSCEPTIBLE TO WIND -INDUCED OSCILLATIONS. OSCILLATIONS MAY OCCUR AT LOW OR MODERATE WIND SPEEDS AND MAY CAUSE STRUCTURAL DAMAGE. TIA PROVIDES NO PRACTICAL ANALYTICAL METHOD TO PREDICT AND PREVENT WIND -INDUCED STRUCTURAL OSCILLATIONS. VECTOR STRUCTURAL ENGINEERING RECOMMENDS FREQUENT MONITORING TO IDENTIFY WIND -INDUCED OSCILLATION AND REGULAR CONDITION ASSESSMENTS TO IDENTIFY FATIGUE CRACKING, LOOSE OR MISSING BOLTS, AND ANY OTHER STRUCTURAL DEFECTS. ANY OSCILLATION OR DEFECTS OBSERVED SHALL BE IMMEDIATELY REPORTED TO VECTOR STRUCTURAL ENGINEERING FOR FURTHER EVALUATION AND POSSIBLE REPAIRS OR MODIFICATIONS WHICH MAY BE REQUIRED AT THE OWNER'S EXPENSE. WHERE EFFECTIVE PROJECTED AREAS (EPA) ARE USED, IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY INSTALLED EQUIPMENT DOES NOT EXCEED LISTED EPA. 12 © 2021 SOLAR COMMUNICA INTERNATIONAL, INC. 41745 Anza Road Temecula, CA 92592 Phone: (951) 698-5985 www.RFTransparent.com 02021 SOLAR COMMUNICATIONS INTERNATIONAL, INC. ALL RIGHTS RESERVED. THESE PLANS AND ALL DRAWINGS, DESIGNS, CALCULATIONS AND SPECIFICATIONS ARE COPYRIGHTED MATERIALS OF SOLAR COMMUNICATIONS INTERNATIONAL, INC. ('SCI°) PROTECTED BY UNITED STATES COPYRIGHT LAW AND MAY NOT BE COPIED, REPRODUCED, DISTRIBUTED, TRANSMITTED, DISPLAYED, OR PUBLISHED WITHOUT THE PRIOR WRITTEN CONSENT OF SCI. UNAUTHORIZED USE IS STRICTLY PROHIBFED. YOU MAY NOT ALTER OR REMOVE ANY TRADEMARK, COPYRIGHT OR SIMILAR NOTICE FROM THESE MATERIALS. II DATE:416121 IDESIGNED:CTF (DRAFTER: DKF II REVISIONS REV DATE DESCRIPTION 1 719/21 PCC REVISIONS U) Z O uj U U 0- U) w uj Q Z AT&T w WE 00 CN C Q rn Cfl O w C) C) Z U 0 'J OO cn VJ C 0 Z3 Of w U � Q co J rn 07/09/2021 II U 1085.941.211 II N 1 li 07/09/2021 II U 1085.941.211 II N 1 li DESIGN LOADING: NOTE: ANTENNAS & ANTENNA C.L. @ 80'-0" A.G.L.: NOTE: PALM FRONDS & PINEAPPLE ARE PORTS ARE SHOWN FOR SHOWN FOR ILLUSTRATIVE PURPOSES ONLY (4) 10'-0" T—ARMS AND ARE NOT NECESSARILY SHOWN TO SCALE. ILLUSTRATIVE PURPOSES (8) CCI TPA-45R—KU8AA—K ANTENNA & ARE NOT NECESSARILY Im (4) QUINTEL QS8458-5 ANTENNA SHOWN TO SCALE (16) ERICSSON RRU-32 (60) 0'-0" DATE PALM FRONDS 2021INTERNATIONAL, INC. SOLAR (8) ERICSSON RRU-4449 41745AmaRoad Temecula, CA 92592 (8) ERIGSSON RRU-8843 Phone: (951) 698-5985 (8) ERICSSON RRU-4478 AL TOP OF STEEL TOP CAP PER DTL 2/S2 www.RFTransparent.com (8) ERICSSON RRU—E2 02D2, SOLAR COMMUNICATIONS INTERNATIONAL, INC. ALL RIGHTS 84'-0" A.G.L. RESERVED. THESE PLANS AND ALL DRAWINGS. DESIGNS. CALCULATIONS (6) DC9 SURGE SUPPRESSOR APPURTENANCE LOADING AND SPECIFICATIONS ARE COPYRIGHTED MATERIALS OF SOLAR \Y ANTENNA C.L. COMMUNICATIONS INTERNATIONAL, INC. ('SCI°) PROTECTED BY UNITED PINEAPPLE @ 75'-6"A.G.L.PER DTL 2/-, TYP. STATES COPYRIGHT LAW AND MAY NOT DE COPIED. EPRWFOOUCED. V n C.L.v n LDISTRIBUTED, TRANSMUTED, DISPLAYED,UN OR PUBLISHED WRHOUT THE 80'-0" A.G.L. PRIOR TED. CONSENT NO SL UNAUTHORIZED REMOVE USE IS STRICTLY PROHIBITED. YOU MAY NOT ALTER OR REMOVE ANY TRADEMARK, COPYRIGHT OR SIMILAR NOTICE FROM THESE MATERIALS. APPURTENANCES N.T.S. MONOPOLE SECTION CHART2 SECTION LENGTH OTOP4 OBOTTOM4 THICKNESS WEIGHV 1 41'—C" 18.00" 27.02" 3/16" 1.9 K 2 45'-9" 25.82" 35.89" 1 /4" 4.5 K NOTES: 1. SECTION WEIGHT INCLUDES PORTS. LOWEST SECTION WEIGHT INCLUDES BASEPLATE WEIGHT. 2. DESIGN TAPER = 0.22 in/ft. 3. WEIGHTS LISTED IN THIS CHART ARE RAW STEEL WEIGHTS. FINAL WEIGHTS MAY BE UP TO 22% GREATER DUE TO GALVANIZING AND OTHER MISCELLANEOUS ITEMS. 4. DIAMETER OF POLE SECTIONS AT LAP SPLICES MAY BE ADJUSTED BY UP TO 0.06" TO ACCOUNT FOR THE THICKNESS OF COATINGS. POLE SECTIONS N.T.S. O gL PINEAPPLE C.L. 75'-6" A.G.L. FINAL GRADE 0'-0" i6"00" TALL LUX PINEAPPLE ,UX BARK TO )P OF STEEL SPLICE LENGTH — 45" (TOLERANCE _ ±10%) FINAL GRADE OR - -1::7- 0'-0" ELEVATIONS N.T.S. PORTS PER DTL 1 /S3, TYP. 18-SIDED TAPERED POLE, SECTION 1 PER DTL 3/- 18-SIDED TAPERED POLE, SECTION 2 PER DTL 3/- PORTS PER DTL 1 /S3, TYP. BASEPLATE PER DTL 1/S2 FOUNDATION PER SHEET S5 O DATE:4l6/21 DESIGNED:CTF (DRAFTER: DKF REVISIONS REV DATE DESCRIPTION 1 719/21 IPCCREVISIONS C/) LJJ O Lu J Lu AT&T w 00 � o DIES� cfl Q of 0 o� co O w c' 0 Z U ;� w 0 �Zco '�J^/ V J cO C C ry- U c N_ W Q > 00 J O� ��gpFES. 5 7 9 I v OP CALtla 07/09/2021 U 1085.941.211 Sl i N D 121 © 2021 SOLAR COMMUNICATIONS INTERNATIONAL, INC. 2" THK x 048" BASEPLATE Temecula CA92592 0° Phone: (951) 698-5985 026 1/2" I.D. www.RFTransparent.com �` @2021 SOLAR COMMUNICATIONS INTERNATIONAL, INC. ALL RIGHTS POLE SHAFT / \ RESERVED. THESE PLANS AND ALL DRAWINGS, DESIGNS, CALCULATIONS Yam✓`( AND SPECIFICATIONS ARE COPYRIGHTED MATERIALS SOLAR COMMUNICATIONS INTERNATIONAL, INC. ('SCI°) PROTECTED BY UNITED STATES COPYRIGHT LAW AND MAY NOT BE COPIED, REPRODUCED, \ Y/42 1 /2" B.C. DISTRIBUTED, TRANSMITTED, DISPLAYED, OR PUBLISHED RHOUT THE PRIOR WRNTEN CONSENT OF SCI. UNAUTHORIZED USE WIS STRICTLY PROHIBITED. YOU MAY NOT ALTER OR REMOVE ANY TRADEMARK, \ COPYRIGHT OR SIMILAR NOTICE FROM THESE MATERIALS. 1 DATE: 4l6/21 DESIGNED: CTF DRAFTER: DKF 270` 90` REVISIONS REV DATE DESCRIPTION 1 719121 PCC REVISIONS (8) 02 1/4" BOLT HOLES 1/4 CJP, E80XX 180' (2) 02 1/4" ZINC DRAINS BACK GOUGE ON A 030 3/4" CIRCLE 1/4 BASEPLATE O N.T.S. TOP CAP N.T.S. /-3/8" THICK TOP CAP, O.D. = d+1" ZINC DRAIN, TYP. 3/16 TYP. BOTTOM OF CAP TO POLE SHAFT POLE SHAFT �xl AT&T W � ''^^ vJ M w CG J N \i0 CA Cfl O iz c� C) O Z 0 o w J Of Of (/) O N Q- co r- 9 C� V 0 CALt a 07/09/2021 U 1085.941.211 S2 R1� L2-1/2x2-1/2x1/4 CLAMP PER PLAN STANDOFF ARM PER PLAN TYP. 1/4 TAB PER 1 4S 4A/—, TYP. �jq� 01/2" ASTM A36 U—BOLTS 01/2" ASTM A36 / SQ. U—BOLTS NOTE: VERIFY FIT OF SELECTED HARDWARE 3x3x3/8" THE VERTICAL LEG CE OVER STANDC 05/8" E STANDOFF C POLE WALL 12" POLE SHAFT - MAX ELEVATION VIEW 1 1 /2" TYP. DETAIL 4A BRACE N.T.S. PORT SCHEDULE C.L. ELEV. PORT SIZE (B x H) D T CITY AZIMUTHS) 78'-0" 6"x 12" 3" 1 /2" 4 20°/ 1 10°/200°/290° 3'-0" 12"x25" 3" 3/4" 2 180° SEPARATION NOTE: SEE SCHEDULE FOR PORT QUANTITY & AZIMUTHS NOTE: SEE DTL 3/S1 FOR POLE SHAFT THICKNESS, t L c Li v W L, J 0 W S U cn I VLL JI IY11 I SECTION VIEW NOTE: SEE GENERAL NOTES FOR REINFORCED B PORT MATERIAL GRADE. PER SCHEDULE ELEVATION VIEW PORTS N.T.S. /—C.L. OF PORT PER SCHEDULE T PER SCHEDULE © 2021 SOLAR COMMUNICA INTERNATIONAL, INC. 41745 Anza Road Temecula, CA 92592 Phone: (951) 698-5985 www.RFTransparent.com ®2021 SOLAR COMMUNICATIONS INTERNATIONAL, INC. ALL RIGHTS RESERVED. THESE PLANS AND ALL DRAWINGS, DESIGNS, CALCULATIONS AND SPECIFICATIONS ARE COPYRIGHTED MATERIALS OF SOLAR COMMUNICATIONS INTERNATIONAL, INC. (-SCI°) PROTECTED BY UNITED STATES COPYRIGHT LAW AND MAY NOT BE COPIED, REPRODUCED, DISTRIBUTED, TRANSMITTED, DISPLAYED, OR PUBLISHED WBHOUT THE PRIOR WRITTEN CONSENT OF SCI. UNAUTHORIZED USE IS STRICTLY PROHIBITED. YOU MAY NOT ALTER OR REMOVE ANY TRADEMARK, COPYRIGHT OR SIMILAR NOTICE FROM THESE MATERIALS. DATE: 4l6/21 DESIGNED: CTF DRAFTER: DKF REVISIONS REV DATE DESCRIPTION 1 719121 IPCCREVISIONS AT&T W � CJ M w CG J cif In co N cfl ¢ Lu C114 a- Cfl O iz c� C) Q Z �i o w J Of Of (/) o CN Q- co r- ��a � N �gpFES. A 5 � 7 OP CALL a 07/09/2021 U 1085.941.211 S3 R1� 11" 1/2" THICK CENTER STIFFENER, EXTEND ABOVE & BELOW CHANNEL MONOPOLE AS SHOWN TO PER DTL 1/S1 FACIHTATE WELD TO MONOPOLE STANDOFF PER X Q DTL 1 /- (4) 05/8" BOLTS 0 3/16 TYP. / co 5/8" THICK ASTM A572 GR. 50 OR TYP. 5/16 3/4" THICK ASTM 5/8" THICK ASTM A36 PLATE TYP. A572 GR. 50 OR (1/4) 3/4" THICK ASTM A36 BENT OR PLAN VIEW TYP. TOP & 6", SQ. BUILT-UP CHANNEL BOTTOM OE 1 ", TYP. CENTER STIFFENER 1/4 12 ELEVATION VIEW APPURTENANCES PER DTL 2/S1, TYP. 01 /2" A36 U-BOLTS, TYP. U.N.O. PLATE #1, TYP. OF (4) j Q 290° AZIMUTH T-ARM WELDMENT R R U S MAY BE N.T.S. ` OA MOUNTED ON STANDOFF ARM 3 1/2" OR CROSSARM 00 r7 0 N 3/8" PLATE 00 00 00 lu o O o o 0.645" x 1 1/2" 6„ SLOTTED HOLES, c Do 1 1 /2" TYP. STANDOFF PER T� r-- TYP. 0 0 DTL 1 /- INLATE #1 O N.T.S. 9 TYP. E-0 5/16 6„ 4" (4) 011/16" HOLES « FOR 05/8" BOLTS 3/8" PLATE 3 09/16" X 1 1/8" 8"x8 1 /2"x 1 /2" SLOTS, TYP. STEEL PLATE 00 00 a- 0 00 EDO °o 0 0 C, 10� N 00 1 1/2" 1„ O PLATE #2 TYP. TYP. O N.T.S. N.T.S. 210* \� AZIMUTH SITE PRO 1 PART BBPM-K1, OR EQUIVALENT, TYP. OF (54) 1ll�,O„ TYP 2 TYP. S3 10, AZIMUTH N EMI © 2021 SOLAR COMMUNICATIONS INTERNATIONAL, INC. 41745 Anza Road Temecula, CA 92592 Phone: (951) 698-5985 www.RFTransparent.com T-ARM WELDMENT PER DTL 2/- _-� 3" SCH. 40 PIPE x 18" LONG, TYP. 130' AZIMUTH HSS4x4x1/4, TYP. OF (4) HSS3X3X1/4, TYP. OF (4) NOTE: SEE 2/S1 FOR CARRIER LOADING NOT SHOWN 4'-9" 4 9„ ELEVATION VIEW ANTENNA MOUNT N.T.S. PLATE #2, TYP. 2" SCH. 40 PIPE ANTENNA MOUNT PIPE, TYP. 02021 SOLAR COMMUNICATIONS INTERNATIONAL, INC. ALL RIGHTS RESERVED. THESE PLANS AND ALL DRAWINGS, DESIGNS, CALCULATIONS AND SPECIFICATIONS ARE COPYRIGHTED MATERIALS OF SOLAR COMMUNICATIONS INTERNATIONAL, INC. ('SCI") PROTECTED BY UNITED STATES COPYRIGHT LAW AND MAY NOT BE COPIED, REPRODUCED, DISTRIBUTED, TRANSMITTED, DISPLAYED, OR PUBLISHED WITHOUT THE PRIOR WRITTEN CONSENT OF SOL UNAUTHORIZED USE IS STRICTLY PROHIBITED. YOU MAY NOT ALTER OR REMOVE ANY TRADEMARK, COPYRIGHT OR SIMILAR NOTICE FROM THESE MATERIALS. DATE: 4/6121 DESIGNED: CTF DRAFTER: DKF REVISIONS REV DATE DESCRIPTION 1 719/21 PCC REVISIONS AT&T J_ Q Lu Z(DOo J W N Z GO O Z c' oc) O Q Z v� o O Cy w Q U > 00 N J Z Z Lu Z Q 07/09/2021 U 1085.941.211 O S4 R1� FOUNDATION NOTES 1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORT: TORO INTERNATIONAL REPORT: 15-104.11 DATE: MARCH 16, 2021 2. ALL CONCRETE SHALL USE TYPE V PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS. CONCRETE SHALL HAVE A MINIMUM OF 6% ENTRAINED AIR (WHERE FROST DEPTH > 0"). CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45. CONCRETE SHALL HAVE A SLUMP OF 5' (±1") UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318-14. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS," LATEST EDITION. 3. REINFORCING STEEL SHALL CONFORM WITH THE REQUIREMENTS OF ASTM A-615, GRADE 60. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. CONTRACTOR SHALL USE STEEL WIRE TO HOLD REINFORCING BARS TOGETHER. IF WELDING REBAR IS PREFERRED, SUBSTITUTE A706 GR. 60 DEFORMED BARS. 4. CONTRACTOR IS RESPONSIBLE FOR CHECKING AREA FOR UNDERGROUND FACILITIES PRIOR TO EXCAVATING ANY MATERIALS. 5. CONTRACTOR SHALL REFER TO SOILS REPORT FOR SITE CONDITIONS AND FURTHER CONSTRUCTION INFORMATION. 6. CONTRACTOR SHALL INSPECT AND REMOVE ALL DEBRIS FROM BOTTOM OF EXCAVATION. 7. CONTRACTOR SHALL VERIFY ANCHOR BOLT LAYOUT PRIOR TO AND IMMEDIATELY AFTER PLACING CONCRETE. ANCHOR BOLT LAYOUT IS CRITICAL FOR MONOPOLE INSTALLATION. 8. CONCRETE SHALL BE CONSOLIDATED USING VIBRATORY METHODS THROUGHOUT DEPTH OF FOUNDATION. VIBRATING LOWER DEPTHS MAY NOT BE ACCOMPLISHED BY TOUCHING REBAR CAGE WITH VIBRATOR. 9. DEPENDING ON SOIL CONDITIONS, CONTRACTOR SHOULD ANTICIPATE THE USE OF A FULL-LENGTH TEMPORARY CASING TO STABILIZE THE EXCAVATION. THE CASING SHALL BE WITHDRAWN DURING THE PLACEMENT OF CONCRETE IN THE EXCAVATED HOLE. CONCRETE SHALL NOT FREE FALL. CONCRETE MAY BE PLACED BELOW WATER USING TREMIE METHODS. 10. CONCRETE SHALL BE PLACED TO THE DEPTH INDICATED, AND THE ABOVE GRADE PORTION SHALL BE FORMED. THE REBAR CAGE, ANCHOR BOLTS, AND CONCRETE SHALL BE PLACED WITHIN 24 HOURS OF COMPLETING THE EXCAVATION. COLD JOINTS ARE NOT ALLOWED, U.N.O. 11. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ADEQUATE CONCRETE COVERAGE OVER REINFORCING BARS. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL USE 3" CONCRETE COVER OVER REBAR. TOP OF FOOTING SHALL BE TROWEL LEVEL AND SMOOTH. 12. INSTALLATION OF FOUNDATION MUST BE OBSERVED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER FIRM. GEOTECHNICAL ENGINEER TO PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORD PURPOSES. 13. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR INFORMATION REGARDING INSTALLATION METHOD, REQUIRED INSTALLATION EQUIPMENT, AND ALL OTHER REQUIREMENTS RELATED TO THE INSTALLATION OF THE PIER. 14. MONOPOLE MAY BE ERECTED 3-DAYS AFTER FOUNDATION IS INSTALLED AND ONCE CONCRETE STRENGTH IS AT LEAST 4500 PSI. POLE SF u N.T.S. ANCHOR BOLT HEAVY HEX NUT LOCK WASHER FLAT WASHER BASEPLATE TOP OF FOOTING FINAL GRADE FLAT WASHER HEAVY HEX NUT O N O O � m O Q (8) 0 2 " x 6'-0" LONG ANCHOR BOLTS (INSTALL w/ LONG THREAD UP) SEE DTL 2/- FOR INFO NOT SHOWN ,,-1" CHAMFER ALL AROUND OPTIONAL- PVC CONDUIT CENTERED BETWEEN TIES, SPREAD TIES AS NEEDED 3/8" THICK ANCHOR BOLT TEMPLATE, O.D. = B.C. + 5", L.L = B.C. - 5", w/ HEAVY HEX NUTS (WASHERS NOT REQUIRED). #5 HORIZ. OR SPIRAL* TIES, TERMINATE EA. END w/ 4" LONG 135' SEISMIC HOOK AROUND ALTERNATING VERTS, TYP. OVERLAP THE ENDS BY 6" MIN. DRILLED PIER FOUNDATION N.T.S. 121 © 2021 SOLAR COMMUNICA INTERNATIONAL, INC. 41745 Anza Road Temecula, CA 92592 Phone: (951) 698-5985 www.RFTransparent.com 0...1 SOLAR COMMUNICATIONS INTERNATIONAL, INC. ALL RIGHTS RESERVED. THESE PLANS AND ALL DRAWINGS, DESIGNS, CALCULATIONS AND SPECIFICATIONS ARE COPYRIGHTED MATERIALS OF SOLAR COMMUNICATIONS INTERNATIONAL, INC. (-SCI°) PROTECTED BY UNITED STATES COPYRIGHT LAW AND MAY NOT BE COPIED, REPRODUCED, DISTRIBUTED, TRANSMITTED, DISPLAYED, OR PUBLISHED WITHOUT THE PRIOR WRITTEN CONSENT OF SCI. UNAUTHORIZED USE IS STRICTLY PROHIBITED. YOU MAY NOT ALTER OR REMOVE ANY TRADEMARK, COPYRIGHT OR SIMILAR NOTICE FROM THESE MATERIALS. DATE:4/6/21 IDESIGNED:CTF (DRAFTER: DKF REVISIONS REV DATE DESCRIPTION 1 719121 IPCCREVISIONS Z O Q Z O Lu 0- 0 Lu J_ iY Cl AT&T w 00 cif �� cfl co O c� u Z iz U w 1 O z u cn o w U N Q > co J N pF C10 07/09/2021 U 1085.941.211 S 5 R1 O Amy Yu From: Partida, Carlos <cpartida@IID.com> Sent: Monday, April 25, 2022 1:13 PM To: Amy Yu Subject: RE: TCP - AT&T Cell Cite Corporate Center Dr EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Good Afternoon Amy, Per the request, I look up the notification and the voltage required will be 120/240v single phase power. The transformer height will be around 30" from the finish grade and at the minimum 1' away behind existing curb. If you have any other concerns, please let me know, Regards, Ir Fr ril lu ryuiw Dkti tc 111 ,Art Carlos Partida Project Development Planner, Senior Planning and Engineering Imperial Irrigation District Energy Department (760) 398-5820 1 email: cpartida iid.com From: Amy Yu <Ayu@laquintaca.gov> Sent: Monday, April 25, 2022 11:46 AM To: Partida, Carlos <cpartida@IID.com> Subject: FW: TCP - AT&T Cell Cite Corporate Center Dr [CAUTION] This email originated from outside of the IID. Do not reply, click on any links or open any attachments unless you trust the sender and know the content is safe. Hi Carlos, I'm working on an encroachment permit for an AT&T cell tower and their plan shows a new IID transformer on Corporate Centre Dr. Are you able to help me figure out the height of this transformer and maybe even how far back from the curb the transformer will be located so we can verify sight distance won't be obstructed. Thankyou NEW AL3I l- VVWtM KUN YHL I HIN Af4 18- VVIDE UTILITY TRENCH 1APPROx 30'-0"I NEW IIU 26kVA 48bl3 NDY 1 ph 1 E TRANSFORMER ON NEW 49"XT2" � — — TRANSFORMER PAD AND NEW AT&T L � POWER P O.C 71 EXISTING BUILDING- 1 T T t PROPERTY LINE -� - - 60R Oi ATE CiNTR E DRIVE NEW AwT8 T 3' POWER RUN VATH N AN 18" WIDE UTILITY TRENCH [APPROX. 480'-0"1 NEW AT&T FIBER RUN WITHIN Af+ 19" WIDE UTILITY TRENCI.4IAPPROX 400'-01 Amy Yu I Associate Engineer City of La Quinta - Public Works 78495 Calle Tampico - La Quinta, CA 92253 Ph. 760.777.7047 Main: 760.777.7000 0 www.laquintaca.gov www.playiniaguinta.com From: Matt Coumans <Matt@rowtrafficcontrol.com> Sent: Wednesday, April 20, 2022 12:19 PM To: Amy Yu <Avu@laquintaca.gov> Subject: RE: TCP - AT&T Cell Cite Corporate Center Dr EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Happy Wednesday Amy, I am having a difficult time obtaining plans for the transformer but I was provided dominions of 2.5'x2.5'x4' the unit would be placed 12" to 18" behind the sidewalk pending foundation and mounting brackets. Is this information substantial to fulfill the request and further process the encroachment application? in addition to this request the client/contractor has requested us to see if we could extend the construction work schedule to 30-days. Please feel free to contact me if you wish to further discuss requirements and or project details. Thank you so much for your time and assistance. I hope you have a wonderful day. Thank You, Matt Coumans ►a Right of Way Inc. 150 East Arrow Hwy San Dimas, Ca 91773 626.930.9292 - Phone 626.945.0360 - Cell 626.930.9220 - Fax Email: MattProwtra, ficcontrol.com Web: http://rowtra07ccontrol.com/ From: Amy Yu <Ayu@laquintaca.gov> Sent: Tuesday, April 19, 2022 5:47 PM To: Matt Coumans <Matt@rowtrafficcontrol.com> Subject: RE: TCP - AT&T Cell Cite Corporate Center Dr Hi Matt, The transformer I'm referring to is on Corporate Center Dr. I want to find out the height of the transformer and some dimensions on the plan showing the curb, how far back of curb, how far away from the driveway. Thanks ntw ALUS 11- F'UVYLK KQN wL I MIN AJN 16- b41DE UTILITY TRENCH 1APPROX X-O-) NEW 11D 2dkra 481020-241DY 1 ph I � TRANSFORMER ON NEW 49"XT2' TRANSFORMER PAD AND NEW AT&T POWER P-O.0 -EX{ STING BUILDING - PROPERTY LINE �OR1 CRATE CENTRE DRIVE - NEW AST& T r POWER RUN VV11rHrN AN 18" WIDE UTILITY TRENCH [APPROX. 480--0"1 NEW AT&T FIBER RUN WITHIN AN 19" WIDE UTILITY TRENCH JAPPROX 400--01 Amy Yu I Associate Engineer City of La Quinta - Public Works 78495 Calle Tampico - La Quinta, CA 92253 Ph. 760.777.7047 Main: 760.777.7000 www.laquintaca.gov www.playinlaquinta.com 9 From: Matt Coumans <Matt@rowtrafficcontrol.com> Sent: Tuesday, April 19, 2022 4:49 PM To: Amy Yu <Avu@laquintaca.gov> Subject: RE: TCP - AT&T Cell Cite Corporate Center Dr EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Hi Amy, Please note I have uploaded the revised traffic control plan with our engineer stamp and signature. As of this moment I am waiting on the contractor to provide the transformer dimension to resolve visibility concerns. I hope you had a wonderful day and better evening. Thank You, Matt Coumans Right of Way Inc. 150 EastArrow Hwy San Dimas, Ca 91773 626.930.9292 - Phone 626.945.0360 - Cell 626.930.9220 - Fax Email: MattC@rowtrafficcontrol.com Web: http://rowtra&control.com1 From: Amy Yu <Avu@laquintaca.gov> Sent: Tuesday, April 19, 2022 3:47 PM To: Matt Coumans <Matt@rowtrafficcontrol.com> Subject: RE: TCP - AT&T Cell Cite Corporate Center Dr Hi Matt, The encroachment permit fee is $3,923 for 15 days of traffic control. Do you want me to email you a payment link to pay by credit card or will you be mailing in a check for the permit fee? Thank you Amy Yu I Associate Engineer City of La Quinta - Public Works 78495 Calle Tampico - La Quinta, CA 92253 Ph. 760.777.7047 Main: 760.777.7000 www.laquintaca.gov www.playinlaquinta.com From: Amy Yu Sent: Tuesday, April 19, 2022 2:32 PM To: Matt Coumans <Matt@rowtrafficcontrol.com> Subject: FW: TCP - AT&T Cell Cite Corporate Center Dr Hi Matt, Please have a civil or traffic engineer stamp and sign the attached traffic control plans. Also, I'll wait to hear back from you on the height and location of the transformer so the City Traffic Engineer can check sight distance for the transformer. Thank you Amy Yu I Associate Engineer City of La Quinta - Public Works 78495 Calle Tampico - La Quinta, CA 92253 Ph. 760.777.7047 Main: 760.777.7000 www.laquintaca.gov www.playinlaquinta.com From: Amy Yu Sent: Sunday, April 17, 2022 1:02 PM To: Steve Libring <slibring@willdan.com> Subject: TCP Review - Corporate Center Dr Hi Steve, Please review the attached traffic control plan. Contractor is installing cell tower equipment and it'll take —15 days. Thank you Amy Yu I Associate Engineer City of La Quinta - Public Works 78495 Calle Tampico - La Quinta, CA 92253 Ph. 760.777.7047 Main: 760.777.7000 www.laquintaca.gov www.playinlaquinta.com 9 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2022-0035 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ® R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of Backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (Y) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2022-0035 AT&T Telecom Cell Site / Install New AT&T Telecom Equipment / 79120 Corporate Center Dr East of Adams In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. 3. 0 5. 0 7. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. Rh!ht of Way Inc (Matt Coumans) and/or Motive Energy Telecommunications Group Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. Permittee to give advance notice to all businesses in the area and the Post Office of temporary closure of driveways and traffic control on Corporate Center Dr. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May lst to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 9. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 5 PERMIT NO. ENC2022-0035 AT&T Telecom Cell Site / Install New AT&T Telecom Equipment / 79120 Corporate Center Dr East of Adams 10. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 11. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 12. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 13. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 14. Any land on which Williamson Act contracts apply shall remain undisturbed. 15. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 16. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. Special Conditions Page 2 of 5 PERMIT NO. ENC2022-0035 AT&T Telecom Cell Site / Install New AT&T Telecom Equipment / 79120 Corporate Center Dr East of Adams 17. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 18. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 19. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 20. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 21. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 22. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 23. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 24. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. Special Conditions Page 3 of 5 PERMIT NO. ENC2022-0035 AT&T Telecom Cell Site / Install New AT&T Telecom Equipment / 79120 Corporate Center Dr East of Adams 25. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. The board does not have to be electrical or solar powered. 26. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1(part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. Special Conditions Page 4 of 5 PERMIT NO. ENC2022-0035 AT&T Telecom Cell Site / Install New AT&T Telecom Equipment / 79120 Corporate Center Dr East of Adams G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 27. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight; however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 28. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 29. Access and egress to all local properties shall be maintained at all times. 30. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 31. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 32. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 33. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 34. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third parry has acquired a permit from the City to perform the required restoration work. Special Conditions Page 5 of 5 `Rv CERTIFICATE OF LIABILITY INSURANCE IS ISSUED AS A MATTER OF lwMAMo ONLY AND AW SNO MG UPON mE CEOIRa TE HOLDER.Tm CEERTIFIAGTE mT NOT AMRMAnVELV OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AF MED MY THE NOUCIES INSURANCE THE CERTIFICATE OF DOES HIMCOxsmUre A CONTRACT BETWEEN THE ISSUING INSUREMSI. AM = D RnncA REE IOLN REPRESENTATIVE ONNRDOuANIMPORTANT If the buldflost, VMpMIaRI..) mud bm ADMna INSURED RmMnans a. W onmra.IT SURR ATION IS WAIVED, mm Ayt 10 the name And till d Hx polepwlain MWNA mry m ire an ev MOMOM. AN OMW W WS m�i�o dean red c� lights to the ciefflium, holder in lieu AN such MWanl s). Chile ZU 7122 RO Chi Who It Officeel Central, Inc.- MI. ZOO Yeas t a n ai 6A Im UI me Mei ialns1. a E567e Randall Of Debt JSA COVERAGES CERTIFICATE NUMBER: 9009E 50M REVI NUMBER: HAVE THIS IS TO (SERTIFY THAT THE KL[[[TLISTEDLwECTHAOuwuNT.R CHMy ��� OR OTHER DOCUMENT W TH RENFBr To WHICH CERTIFICATE MAY BE UNKED OR My Snipµ THE INSURANCE AFFORDED Ix TERMS MR Ww� M,= �«Wn ADEAVAteeprow YW WY S ®= Died in MR e.9,101-4 00F/m/Eon µ10112 )maws L" W by SCIALTO Ed »w Fan A IM6rc, WAIRRATELiLONDIM a Whaddral No S1.DW.WD brolM o — RE ill *52886 ESLOU68 111111mosent board needed for poser Ad telex. CIM Of M QUITA Public Forks A Nepal is l0rded C. �Rlyenal reduced in courandereed aryth the Policy �ruvidldns It the Whery Liability rlicy. Channel Liability EnginePolicy diddidenned herein 1, orrieury youl MR countributory to at an insurance Resident tl Addition, Insured, but only in ering In accordance atim the Kill', File pricy EMIR A o. the Generalew is Liabilityormted and.orxers r nFatlon Ll ' Public whark, 4 MI CERTIFICATE MOLDER CM LUnOR All FIT nLRReMn.,xe n 5 La Wrote a "us Bill 11 9igf3aUSA for IM W < ®MKb' 15 AC ORDWRRORA ,AM right;rt mM. AW o(mi1 ) no ACORD name and Rqo an MIBWM maFs W ACORD WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-34) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following `attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 4/1/2022 at 12:01 A.M. standard time, forms a part of (DATE) Policy No. WC348720014 of the Zurich American Ins Co issued to Motive Energy, Inc. Premium (if any) $ Endorsement No. (NAME OF INSURANCE COMPANY) Authorized Representative We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be otherwise due on such remuneration. Schedule Person or Organization Any person or organization for whom you are required by written contract or agreement to obtain this waiver of rights from us. % of the California workers' compensation premium Job Description WC 252 (4-84) WC 04 03 06 (Ed. 4-84) Page 1 of 1 a Additional Insured — Automatic — Owners, Lessees Or Z U R 1 C H Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL0348720214 Effective Date: 4 / 1 / 2 0 2 2 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a. above; or (2) "Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A GW (02/19) Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. INTERNAL USE ONLY in the performance of: (a) Your ongoing operations, with respect to Paragraph 2.a. above; or (b) "Your work" and included in the "products -completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (1) Only applies if the "bodily injury", 'property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the 'products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", 'property damage" or "personal and advertising injury" is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products -completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products -completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4) Does not apply to 'bodily injury" or 'property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. U-GL-2162-A CW (02/19) Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. INTERNAL USE ONLY B. Solely with rescent to the insurance afforded to any additional insured a arenced In Section A. of Ibis endorsement, Me mellowing additional exclusion applies: This Insurance does Trot apply to "bodily injury'. "propeM damage" or'baseball and advertising Injury" arising out of Me recall of, or failure o render, any appeal architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field Orden, change orders or drawings and spadfications; or 2. Supervarry, lnepeted architectural or engineering moral This exclusion applies even HE the claims against any insured allege negligence or other wrongdoing In the supervi final employment, training or monitoring of others by that insured if the"Occunence" which caused the "bodily injury' or "pmperry damage', Or the Worse which caual the "personal and advertising Injury', involved the reMenng of or Me failure t0 render any professional archtlectu2l, engineering or surveying services. C. Solely with respect to the coverage produced by this endorsement, the following is added to Paragraph 2. Duties In The Event OF Occurrence, OSanse, Claim Or Sud of Section IV— Commercial General Liability Coasta s: The atlCiticnal Insured must see to it that It) We are notlfled as soon as p2dlnable 0f an'occunenme or chance that may result In a claim; (2) We receive written notice of a claim or'si as soon as practicable: and (3) A request for defense and Indemnity of Me claim Or "h uil will promptly Ed brought against any policy issued by another Insurer under which the additional insured may he an insured in any capacity. This prevision does not apply tu insurance on which the additional insured is a Named Insured if the waiter contract Or writlen agreement requires that this coverage bit primary and non-contributory. G. Solely with respect 0 Me coverage apared by this antlOnement 1. The milowirg is added to Me Other Insurance Condition of Secgon IV — Commercial General Liability Committees. Primary and Noncontributory insurance This insurance is primary to and will not seek conidbutian from any other insurance available to an additional Insured provided that a. TM atldXlmal Insuretl is a Named Insured undersuch m er lnstromme and to You are required by wagon contract or enter agreement get this insurance be primary and not seek contribution from any other Insurance available o the atictoral insured. 2. The fdlawfng paregraph is added to Paragraph C.b. of the Other Insurance Conditiion under Section IV — Commamlal General Liability Conditions: This Insurance is excess over: Any Of the other insurance, whether prnnary, excess, contingent M On any other basis, available to an addidOnl insured In which Me additional insured on our policy Is also covered as an additional insured on another palicy providing coverage for the same'bccunenne', of el claim or 'Suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other El am where our policy Is required by a written contract or written agreement to provide coverage t0 the additional Inwretl on a primary and n inn contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an entlorsement showing the additional insured in a Schedule of additional insureds, add which unticseral applies specifically o that identified additional Iinsured. F. Solely with respect to the insurance afforded o an additional insured under Paragraph A.3. or Paragraph AA. of this encosement, Me following is added to Section III— Limde Of Insurance Additional Insured —Automatic—Owners, Lessees Or Contractors Llmh The most we will pay On behalf of the additional ucLstaza CAN rat a) Pi end areas ordcuteE'calial Of mai ski CM¢ Inc., mM lm penn6fm. INTERNAL USE ONLY 1. Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-2162-A CW (02/19) Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. INTERNAL USE ONLY General Liability Extended Coverages THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL0348720214 Effective Date: 4/1/2022 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following changes apply to this Coverage Part. A. Fellow Employee And Incidental Medical Malpractice Coverage Paragraph 2.a.(1) of Section II —Who Is An Insured is replaced by the following: 2. Each of the following is also an insured: a ZURICH a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees", other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insureds for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture) or to your members (if you are a limited liability company); (b) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraph (1)(a) above; or (c) Arising out of his or her providing or failing to provide professional health care services, except any "bodily injury" or "personal and advertising injury" arising out of: (1) Medical or paramedical services to persons performed by any physician, dentist, nurse, emergency medical technician, paramedic or other licensed medical care person employed by you to provide such services; or (2) Emergency cardiopulmonary resuscitation (CPR) or first aid services performed by any other employee of yours who is not a licensed medical professional. B. Additional Insureds— Lessees Of Premises 1. Section II — Who Is An Insured is amended to include as an additional insured any person or organization who leases or rents a part of the premises you own or manage who you are required to add as an additional insured on this policy under a written contract or written agreement, but only with respect to liability arising out of your ownership, maintenance or repair of that part of the premises which is not reserved for the exclusive use or occupancy of such person or organization or any other tenant or lessee. However. the insurance afforded to such additional insured: a. Only applies to the extent permitted by law; U-GL-1477-C CW (03/20) Page 1 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and c. Ends when the person or organization ceases to lease or rent premises from you. 2. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph B.1. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph B. shall not increase the applicable Limits of Insurance shown in the Declarations. C. Additional Insured —Vendors 1. The following change applies if this Coverage Part provides insurance to you for "bodily injury" and "property damage" included in the "products -completed operations hazard": Section II — Who Is An Insured is amended to include as an additional insured any person or organization (referred to throughout this Paragraph C. as vendor) who you have agreed in a written contract or written agreement, prior to loss, to name as an additional insured, but only with respect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the vendor's business. However, the insurance afforded to such vendor: a. Only applies to the extent permitted bylaw; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such vendor. 2. With respect to the insurance afforded to these vendors, the following additional exclusions apply: a. The insurance afforded the vendor does not apply to: (1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (2) Any express warranty unauthorized by you; (3) Any physical or chemical change in the product made intentionally by the vendor; (4) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (5) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (8) "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (a) The exceptions contained in Subparagraphs (4) or (6) above; or U-GL-1477-C CW (03120) Page 2 of 9 Includes copyrighted material of Insurance Services once, Inc., with its permission. (b) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. b. This insurance does not apply to any insured person or organization from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. c. This insurance does not apply to any of "your products" for which coverage is excluded under this Coverage Part. 3. With respect to the insurance afforded to these vendors under this Paragraph C., the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the vendor is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph C.I. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph C. shall not increase the applicable Limits of Insurance shown in the Declarations. D. Damage to Premises Rented or Occupied by You 1. The last paragraph under Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by fire; lightning; explosion; windstorm or hail; smoke; aircraft or vehicles; vandalism; weight of snow, ice or sleet; leakage from fire extinguishing equipment, including sprinklers; or accidental discharge or leakage of water or steam from any part of a system or appliance containing water or steam to premises while rented to you or temporarily occupied by you with permission of the owner. A separate Damage To Premises Rented To You Limit of Insurance applies to this coverage as described in Section III — Limits Of Insurance. 2. Paragraph 6. of Section III — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises while rented to you, or in the case of damage by one or more covered perils to any one premises, while rented to you or temporarily occupied by you with permission of the owner. E. Limited Contractual Liability Coverage— Personal and Advertising Injury 1. Exclusion e. of Section I —Coverage B — Personal And Advertising Injury Liability is replaced by the following: 2. Exclusions This insurance does not apply to: e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to: (1) Liability for damages that the insured would have in the absence of the contract or agreement; or (2) Liability for "personal and advertising injury" if: (a) The "personal and advertising injury" arises out of the offenses of false arrest, detention or imprisonment; (b) The liability pertains to your business and is assumed in a written contract or written agreement in which you assume the tort liability of another. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement; and U-GL-1477-C CW (03120) Page 3 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (c) The "personal and advertising injury' occurs subsequent to the execution of the written contract or written agreement. Solely for purposes of liability so assumed in such written contract or written agreement, reasonable attorney fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of "personal and advertising injury" described in Paragraph (a) above, provided: (1) Liability to such party for, or for the cost of, that party's defense has also been assumed in the same written contract or written agreement; and (ll) Such attorney fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 2. Paragraph 2.d. of Section I — Supplementary Payments — Coverages A and B is replaced by the following: d. The allegations in the "suit" and the information we know about the "occurrence" or offense are such that no conflict appears to exist between the interests of the insured and the interests of the indemnitee. 3. The fallowing is added to the paragraph directly following Paragraph 2.f. of Section I — Supplementary Payments — Coverages A and B: Notwithstanding the provisions of Paragraph 2.e.(2) of Section I — Coverage B — Personal And Advertising Injury Liability, such payments will not be deemed to be damages for "personal and advertising injury" and will not reduce the limits of insurance. F. Medical Payments —Increased Reporting Period Paragraph 1.a. of Section I — Coverage C — Medical Payments is replaced by the following; a. We will pay medical expenses as described below for "bodily injury" caused by an accident: (1) On premises you own or rent; (2) On ways next to premises you own or rent; or (3) Because of your operations; provided that: (a) The accident takes place in the "coverage territory" and during the policy period; (b) The expenses are incurred and reported to us within three years of the date of the accident; and (c) The injured person submits to examination, at our expense, by physicians of our choice as often as we reasonably require. G. Supplementary Payments The following changes apply to Supplementary Payments — Coverages A and B: Paragraphs 1.b. and 1.d. are replaced by the following: b. Up to $2,500 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. H. Broadened Property Damage 1. Elevator Property Damage a. The fallowing is added to Exclusion j. of Section I —Coverage A —Bodily Injury And Property Damage Liability: Paragraphs (3) and (4) of this exclusion do not apply to "property damage" arising out of the use of an elevator at premises you own, rent or occupy. U-GL-1477-C CW (03120) Page 4 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. The following is added to Section III —Limits Of Insurance: Subject to Paragraphs 2., 3. and 5. above, the most we will pay under Coverage A for damages because of "property damage" to property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy is $25,000 any one "occurrence". 2. Property Damage To Borrowed Equipment a. The following is added to Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability: Paragraph (4) of this exclusion does not apply to "properly damage" to equipment you borrow from others at a jobsite. b. The following is added to Section III — Limits Of Insurance: Subject to Paragraphs 2., 3. and 5. above, the most we will pay under Coverage A for damages because of "property damage" to equipment you borrow from others at a jobsite is $25,000 any one "occurrence". I. Expected or Intended Injury or Damage Exclusion a. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury Or Damage "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. J. Definition — Bodily Injury The "bodily injury" definition under the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death sustained by a person which results from that bodily injury, sickness or disease. K. Insured Status —Amateur Athletic Participants Section II — Who Is An Insured is amended to include as an insured any person you sponsor while participating in amateur athletic activities. However, no such person is an insured for: a. "Bodily injury" to: (1) Your "employee", "volunteer worker" or any person you sponsor while participating in such amateur athletic activities; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company) while participating in such amateur athletic activities; or b. "Property damage" to property owned by, occupied or used by, rented to, in the care, custody or control of, or over which the physical control is being exercised for any purpose by: (1) Your "employee", "volunteer worker" or any person you sponsor; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). L. Aircraft, Auto Or Watercraft Exclusion g. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: g. Aircraft, Auto Or Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused U-GL-1477-C CW (03120) Page 5 of 9 Includes copyrighted material of Insurance services Office, Inc., with its permission. the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1) A watercraft while ashore on premises you own or rent; (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons for a charge; (3) Parking an "auto" on, or on the ways next to, premises you own or rent, provided the "auto" is not owned by or rented or loaned to you or the insured; (4) Liability assumed under any "insured contract" for the ownership, maintenance or use of aircraft or watercraft; or (5) "Bodily injury" or "property damage" arising out of: (a) The operation of machinery or equipment that is attached to, or part of, a land vehicle that would qualify under the definition of "mobile equipment" if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged; or (b) The operation of any of the machinery or equipment listed in Paragraph C(2) or E(3) of the definition of "mobile equipment". M. Definitions — Leased Worker, Temporary Worker and Labor Leasing Firm 1. The "leased worker" and "temporary worker" definitions under the Definitions Section are replaced by the following: "Leased worker" means a person leased to you by a "labor leasing firm" under a written agreement between you and the "labor leasing firm", to perform duties related to the conduct of your business. "Leased worker" does not include a "temporary worker". "Temporary worker" means a person who is furnished to you to support or supplement your work force during "employee" absences, temporary skill shortages, upturns or downturns in business or to meet seasonal or short- term workload conditions. "Temporary worker" does not include a "leased worker". 2. The following definition is added to the Definitions Section: "Labor leasing firm" means any person or organization who hires out workers to others, including any: a. Employment agency, contractor or services; b. Professional employer organization; or c. Temporary help service. N. Definitions —Your Product and Your Work The "your product" and "your work" definitions under the Definitions Section are replaced by the following: "Your product": a. Means: (1) Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: (a) You; (b) Others trading under your name; or (c) A person or organization whose business or assets you have acquired; and (2) Containers (other than vehicles), materials, parts or equipment fumished in connection with such goods or products. U-GL-1477-C CW (03120) Page 6 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your product"; and (2) The providing of or failure to provide warnings or instructions. c. Does not include vending machines or other property rented to or located for the use of others but not sold. "Your work": a. Means: (1) Work, services or operations performed by you or on your behalf; and (2) Materials, parts or equipment furnished in connection with such work, services or operations. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your work"; and (2) The providing of or failure to provide warnings or instructions. O. Duties in the Event of Occurrence, Offense, Claim or Suit Condition The following paragraphs are added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: Notice of an "occurrence" or of an offense which may result in a claim under this insurance or notice of a claim or "suit" shall be given to us as soon as practicable after knowledge of the "occurrence", offense, claim or "suit" has been reported to any insured listed under Paragraph 1. of Section II — Who Is An Insured or an "employee" authorized by you to give or receive such notice. Knowledge by other "employees" of an "occurrence", offense, claim or "suit" does not imply that you also have such knowledge. In the event that an insured reports an "occurrence" to the workers compensation carrier of the Named Insured and this "occurrence" later develops into a General Liability claim, covered by this Coverage Part, the insured's failure to report such "occurrence" to us at the time of the "occurrence" shall not be deemed to be a violation of this condition. You must, however, give us notice as soon as practicable after being made aware that the particular claim is a General Liability rather than a Workers Compensation claim. P. Other Insurance Condition Paragraphs 4.a. and 4.b.(1) of the Other Insurance Condition of Section IV — Commercial General Liability Conditions are replaced by the following: 4. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under Coverages A or B of this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when Paragraph b. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in Paragraph c. below. However, this insurance is also primary to and will not seek contribution from any other insurance available to an additional insured provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. Other insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. U-GL-1477-C CW (03120) Page 7 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. Excess Insurance (1) This insurance is excess over: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis: (i) That is property insurance, Builders Risk, Installation Risk or similar coverage for "your work"; (ii) That is property insurance purchased by you (including any deductible or self insurance portion thereof) to cover premises rented to you or temporarily occupied by you with permission of the owner; (III) That is insurance purchased by you (including any deductible or self insurance portion thereof) to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; (iv) If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of Section I — Coverage A — Bodily Injury And Property Damage Liability; or (v) That is property insurance (including any deductible or self insurance portion thereof) purchased by you to cover damage to: i Equipment you borrow from others at a jobsite; or it Property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy. (b) Any other primary insurance (including any deductible or self insurance portion thereof) available to the insured covering liability for damages arising out of the premises, operations, products, work or services for which the insured has been granted additional insured status either by policy provision or attachment of any endorsement. Other primary insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. (c) Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. Q. Unintentional Failure to Disclose All Hazards Condition 6. Representations of Section IV — Commercial General Liability Conditions is replaced by the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Coverage will continue to apply if you unintentionally: I. Fail to disclose all hazards existing at the inception of this policy; or it. Make an error, omission or improper description of premises or other statement of information stated in this policy. You must notify us in writing as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to inception of this Coverage Part. U-GL-1477-C CW (03120) Page 8 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. R. Transfer Of Rights Of Recovery Against Others To Us / Waiver of Right of Subrogation Condition B. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions is renamed and replaced by the following: 8. Transfer Of Rights Of Recovery Against Others To Us / Waiver of Right of Subrogation a. If the insured has rights to recover all or part of any payment we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. b. If the insured waives its right to recover payments for injury or damage from another person or organization in a written contract executed prior to a loss, we waive any right of recovery we may have against such person or organization because of any payment we have made under this Coverage Part. The written contract will be considered executed when the insured's performance begins or when it is signed, whichever happens first. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. S. Liberalization Condition The following condition is added to Section IV — Commercial General Liability Conditions: Liberalization Clause If we revise this Coverage Partto broaden coverage without an additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the state shown in the mailing address of your policy. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-1477-C CW (03120) Page 9 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission.