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ENC2024-0113
ta 0 � da ra � ( Al 11 0K\J 1 ! ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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/or APPROVED SUBDIVISIONS. DATE: 11 /15/2024 LOCATION AND CONSTRUCTION: Fire Station at southwest corner of Ave 54 and Madison St PURPOSE OF CONSTRUCTION: Install PVC and fiber in parkway for new wireless telecommunications facility: separate building permit for on -site work DESCRIPTION OF CONSTRUCTION: CUP2022-0012 Wireless Telecommunications Facility. For Monopalm, install PVC and fiber in parkway APROXIMATE TIME WHEN WORK WILL BEGIN: 12/27/2024 DATE OF COMPLETION: 2/28/2025 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. Smartlink Greg Macias Name of Applicant Jacobs Telecommunications DBA Amentum Holdings Inc B.J Acoba Name of Contractor 1127690 Contractor's License No. ACE American Insurance Company Applicant's Insurance Company 10 Church Circle Annapolis, MD 21401 (760) 492-7493 Business Address 1032 E Holt Blvd Ontario, CA 91761 Business Address FEES Excavation/Trench $859.00 Technology Enhancement Fee $42.95 Digital Archiving and Records Management Fee $24.00 Total: $925.95 LIC-0772808-2024 Telephone No. (951) 764-6916 Telephone No. City Business License No. HDO G47308513 Policy Number PERMIT NO: ENC2024-0113 DATE ISSUED: 12/5/2024 EXPIRATION DATE: 12/5/2025 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 12/5/2024 12:01:16 PM CODE COMPLIANCE ALL WORKS 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 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 1. 2022 CALIFORNIA BUILDING CODE 6. 2022 CALIFORNIA GREEN BUILDING AND 2. 2022 CALIFORNIA ELECTRICAL CODE ENERGY CODE ADOPTED 2017 NEC 7. LA QUINTA MUNICIPAL CODE 3. 2022 CALIFORNIA FIRE CODE 4. 2022 CALIFORNIA MECHANICAL CODE 5. 2022 CALIFORNIA PLUMBING CODE PROJECT TEAM CLIENT REPRESENTATIVE CONSTRUCTION MANAGER FAI COMPANY: SMARTLINK, LLC COMPANY: BECHTEL COMMUNICATIONS, INC. ADDRESS: 1997 ANNAPOLIS EXCHANGE PKWY, ADDRESS: 16808 ARMSTRONG AVENUE SUITE 225 SUITE 200 CITY,STATE,ZIP: IRVINE, CA 92606 CITY,STATE,ZIP: ANNAPOLIS, MD 21401 CONTACT: RON VANDERWAL CONTACT: ALISHA STRASHEIM PHONE: (714) 343-0931 PHONE: (951) 440-0669 EMAIL: rvanderw I bechtel.com EMAIL: alisha.strasheim smartlin group.com SITE ACQUISITION COMPANY: SMARTLINK, LLC ADDRESS: 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 CITY,STATE,ZIP: ANNAPOLIS, MD 21401 CONTACT: ALISHA STRASHEIM PHONE: (951) 440-0669 EMAIL: alisha.strasheim smartlin group.com COMPANY: SMARTLINK, LLC ADDRESS: 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 CITY,STATE,ZIP: ANNAPOLIS, MD 21401 CONTACT: ALISHA STRASHEIM PHONE: (951) 440-0669 EMAIL: alisha.strasheim smartlin group.com COMPANY: CASA INDUSTRIES, INC. ADDRESS: 4430 E. MIRALOMA AVE. SUITE D CITY,STATE,ZIP: ANAHEIM, CA 92807 CONTACT: JULIUS SANTIAGO PHONE: (714) 553-8899 EMAIL: santiago casaind.com ATT PROJECT MANAGER COMPANY: AT&T ADDRESS: 1452 EDINGER AVE. CITY,STATE,ZIP: TUSTIN, CA. 92780 CONTACT: CHRISTIE M. ASARI-PRICE PHONE: (714) 267-3628 EMAIL: ch08971 J att.com APPLICANT COMPANY: AT&T ADDRESS: 1452 EDINGER AVE. CITY,STATE,ZIP: TUSTIN, CA. 92780 CONTACT: CHRISTIE M. ASARI-PRICE PHONE: (714) 267-3628 EMAIL: ch0897❑ att.com RF ENGINEER COMPANY: AT&T ADDRESS: 739 E SANTA CLARA ST., ROOM 217 CITY,STATE,ZIP: VENTURA, CA. 93001 CONTACT: SANDEEP MANGAT PHONE: (805) 312-1694 EMAIL: sm2840 aTT.COM SITE INFORMATION APPLICANT LESSEE AT&T Your world. Delivered 1452 EDINGER AVE. 3RD FLOOR TUSTIN, CALIFORNIA 92780 PROPERTY OWNER OWNER: CITY OF LA QUINTA ADDRESS: 78495 CALLE TAMPICO CITY,STATE,ZIP: LA QUINTA, CA 92253 CONTACT: DOUG KINLEY PHONE: 760-777-7000 EMAIL: ddnley❑ la❑uintaca.gov LATITUDE: 33° 39' 22.70" N (33.656306°) LONGITUDE: 116- 15' 07.80" W (A 16.252167°) LAT./LONG. TYPE: NAD 83 GROUND ELEVATION: -4.9' A.M.S.L ABOVE GROUND LEVEL: 60'-0" A.G.L. APN #: 775-100-004 GROUND LEASE AREA: 396 SQ FT. AERIAL LEASE AREA: 180 SQ FT. ZONING / JURISDICTION: CITY OF LA QUINTA CURRENT ZONING: FIRE STATION CONSTRUCTION TYPE: V-B OCCUPANCY: U PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED I sk-free Your world. Delivered SITE NUMBER: CSL00354 - NSB SITE NAME: FIRE STATION FA#: 13023999 USID#: 322620 54007 MADISON ST. LA QUINTA, CA 92253 RIVERSIDE COUNTY VICINITY MAP 19 P Avenue 54 collage Rep'ocucnont9 Inverness Oak -Tree Riverside County Fire Department Station 70 s� �s^ s A WEST ociation F a U 01aroma Way N m r ro b n G a Mete Gtittlnwnv x n Avenue 54 A 2 DRIVING DIRECTIONS LOCAL MAP TURN RIGHT ONTO EDINGER AVE. TURN LEFT ONTO THE CA-261 N RAMP. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR CA-261 N AND MERGE ONTO CA-261 N. MERGE ONTO CA-261 N. USE ANY LANE TO MERGE ONTO CA-241 N. USE THE RIGHT 2 LANES TO TAKE EXIT 39A TO MERGE ONTO CA-91 E TOWARD RIVERSIDE. TAKE EXIT 65B TO MERGE ONTO CA-60 E TOWARD 1-215 S/SAN DIEGO/INDIO. CONTINUE ONTO CA-60 E/1-215 S. KEEP LEFT TO CONTINUE ON CA-60 E/MORENO VALLEY FWY. USE ANY LANE TO TAKE THE RAMP ONTO 1-10 E. TAKE EXIT 139 FOR JEFFERSON ST. USE THE RIGHT 2 LANES TO TURN RIGHT ONTO JEFFERSON ST. TURN RIGHT AT THE 1ST CROSS STREET TO STAY ON JEFFERSON ST. AT THE TRAFFIC CIRCLE, TAKE THE 2ND EXIT ONTO 52ND AVE. TURN RIGHT ONTO MADISON ST. DESTINATION WILL BE ON THE RIGHT. SEE SURVEY LEGAL DESCRIPTION DIG FAT L TOLL FREE 00-227-2600 ST TWO WORKING BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS. DISCIPLINE: SIGNATURE: DATE: AT&T RF ENGINEER: AT&T OPERATIONS: SITE ACQUISITION: CONSTRUCTION MANAGER: PROPERTY OWNER: ZONING VENDOR: PROJECT MANAGER: GENERAL CONTRACTOR NOTES DO NOT SCALE DRAWINGS 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. GENERAL NOTES 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 DRAINAGEI NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. PROJECT DESCRIPTION INDOOR / WIC ENCLOSURE 'AT&T' PROPOSES TO CONSTRUCT, OPERATE AND MAINTAIN AN UNMANNED WIRELESS COMMUNICATIONS FACILITY. THIS FACILITY WILL CONSIST OF THE FOLLOWING: • INSTALL 1 (N) 60'-0" HIGH MONOPALM. • INSTALL 9 (N) PANEL ANTENNAS (3 PER SECTOR). • INSTALL 13 (N) LTE RRUS AT ANTENNA LEVEL (13 TOTAL). • INSTALL 1 (N) 20KW (103 GAL.) GENERAC DIESEL GENERATOR ON CONCRETE PAD. • INSTALL 1 (N) GPS ANTENNA. • INSTALL (N) 8'X8' W.I.C. SHELTER (BY SABRE) ON CONCRETE PAD. • INSTALL (N) UTILITY PANELS. • INSTALL 4 (N) DC-9 SURGE SUPPRESSORS (SQUID). • INSTALL 3 (N) DC12 (OUTDOOR) UNITS. • INSTALL (N) 10' HIGH CMU WALL ENCLOSURE WITH STUCCO FINISH TO MATCH EXISTING. • INSTALL (N) 16' WIDE TRUE GRID GRASS SURFACE. • INSTALL 39 (N) FIBER TRUNKS AND 35 (N) POWER TRUNKS. DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET FD-1 FIRE DEPARTMENT NOTES GN-1 GENERAL NOTES GS-1 GENERAL SIGNAGE LS-1 SITE SURVEY LS-2 SITE SURVEY LS-3 SURVEY NOTES A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLAN A-3 LEASE AREA/ANTENNA PLAN AND ANTENNA/RRU SCHEDULE A-4 ELEVATIONS A-5 ELEVATIONS A-6 EQUIPMENT SPECIFICATIONS A-7 EQUIPMENT SPECIFICATIONS A-8 EQUIPMENT SPECIFICATIONS AND DETAILS A-9 EQUIPMENT SPECIFICATIONS AND DETAILS S-1 STRUCTURAL NOTES AND DETAIL E-1 ELECTRICAL PLAN, SINGLE LINE DIAGRAM AND PANEL SCHEDULE E-2 GROUNDING PLAN AND NOTES E-3 GROUNDING DETAILS L-1 THRU L-5 LANDSCAPE DRAWINGS MP-1 THRU MP-6 MONOPALM DRAWINGS AT&T 1452 EDINGER AVE. TUSTIN, CALIFORNIA 92780 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED smartlink 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 TEL: (949) 387-1265 FAX: (949) 387-1275 4430 E. MIRALOMA AVE. SUITE D ANAHEIM, CALIFORNIA 92807 1h 09-23-24 REVISED PER PLAN CHECK 0 06-19-24 100% CONSTRUCTION DRAWINGS A 11-20-23 90% CONSTRUCTION DRAWINGS REV DATE DESCRIPTION QROFESS/pNq \_ C. NO. C41035 z � EXP. 03-25 � IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CSL00354 FIRE STATION 54007 MADISON ST. LA QUINTA, CA 92253 MONOPINE (INDOOR) DRAWN BY: CHECKED BY: RJS JS SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 CASE#: CUP 2022-0012 LEASE AREA LEGAL DESCRIPTION SURVEY DATE 10/03/2022 BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA ZONE SIX STATE PLANE COORDINATE SYSTEM BASED ON THE NORTH AMERICAN DATUM OF 1983(2011) (EPOCH 2O19.25). DETERMINED BY GLOBAL POSITIONING SYSTEM EQUIPMENT ON THE SMARTNET REFERENCE NETWORK. PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION OF NGS 'GEOID 12B' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY OBSERVATIONS OF THE 'SMARTNET' REAL TIME NETWORK. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD88. GRID -TO -GROUND SCALE FACTOR NOTE ALL BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA STATE PLANE ZONE SIX STATE PLANE COORDINATE ZONE GRID. TO DERIVE GROUND DISTANCES DIVIDE BY 0.99997306 FLOOD ZONE THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE "X". ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP(S), MAP ID #06065C2244H, DATED 04/19/2017 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. LESSOR'S LEGAL DESCRIPTION SEE SHEET LS-3 NOTES CORRESPONDING TO RECORDS MATTERS SEE SHEET LS-3 SURVEYOR'S NOTES CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS AND FOLLOW THE CURRENT NATIONAL MAP STANDARDS FOR VERTICAL ACCURACY. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY. ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. 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. LEGEND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT BLDG TOP OF BUILDING o FIRE HYDRANT CMU CONCRETE MASONRY UNIT POSITION OF CONC CONCRETE GEODETIC COORDINATES EP EDGE OF PAVEMENT SPOT ELEVATION FC FACE OF CURB NG NATURAL GRADE TREES R/W RIGHT OF WAY SW SIDEWALK Ah + PALM TREES WALL P.O.B. TOP OF WALL POINT OF BEGINNING PULL BOX TELEPHONE P.O.C. POINT OF COMMENCEMENT P.O.T. POINT OF TERMINUS ❑ IRRIGATION CONTROL VALVE CMU WALLS TREE LINE CURBLINES EXISTING BUILDINGS PARKING STRIPES STREET CENTERLINES — — — — RIGHT OF WAY LINES — — — — SUBJECT PROPERTY LINE — — ADJACENT PROPERTY LINE — — — — — — — EASEMENT LINES — SETBACK LINES — — — — — — — — — — — — — — — — — — — TIE LINES LEASE AREA LIMITS MAJOR CONTOUR INTERVAL MINOR CONTOUR INTERVAL A PORTION OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN ON RECORD OF SURVEY, BOOK 70, PAGES 96 TO 98, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SECTION 16, SAID CORNER BEING THE CENTERLINE INTERSECTION OF AVENUE 54 AND MADISON STREET IN THE CITY OF LA QUINTA; THENCE ALONG THE CENTERLINE OF MADISON STREET, SOUTH 02°05'05" EAST, 290.27 FEET; THENCE LEAVING SAID CENTERLINE, SOUTH 87°54'55" WEST, 88.64 FEET TO THE POINT OF BEGINNING. THENCE SOUTH 45°32'57" WEST, 18.00 FEET; THENCE NORTH 44°27'03" WEST, 22.00 FEET; THENCE NORTH 45'32'57" EAST, 18.00 FEET; THENCE SOUTH 44°27'03" EAST, 22.00 FEET TO THE POINT OF BEGINNING. CONTAINING 396 SQUARE FEET (0.00909 ACRES) OF LAND, MORE OR LESS. APN: 775-t00-002 --—— — — — — —--- \ \ \ APN: 775-080-008 NORTH SCALE: 1" = 30' OVERALL DETAIL nnnrc-(- POSITION OF GEODETIC COORDINATES LATITUDE 33' 39' 22.70" (33.656306°) NORTH (NAD83) LONGITUDE 116' 15' 07.80" (116.252167°) WEST (NAD83) GROUND ELEVATION © -4.9' (NAVD88) AVENUE 54 z 0 cn LLJ w _AVE 54 PROJECT AREA �z 0 co IQ m < AVE 55 N m VICINITY MAP N. T. S. I 7°54'55"W 88.64' =,1; SIDEWALK ACCESS ROUTE I JSFORMER VAULT 428 MAIN STREET SUITE 206 HUNTINGTON BEACH, CA 92648 PH. (480)659-4072 www.ambitconsulting.us jambit consulting 4430 E. MIRALOMA AVE. SUITE D ANAHEIM, CALIFORNIA 92807 0 12/11/2022 TITLE / DESIGN (RR) A 10/07/2022 PRELIMINARY (HQ REV DATE DESCRIPTION LAND Srj� ATTHEW R. ,y FORD o a � No. 9588 OF CAL1F���\P DATE: 12 12/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL SURVEYOR, TO ALTER THIS DOCUMENT. CSL00354 54001 MADISON STREET LA QUINTA, CA, 92233 SHEET TITLE SITE SURVEY SHEET NUMBER LS I I AVENUE 54 - - --- --- -- - - - - - - - -- -- - - - - - - ------------------------------0 I ENLARGED SITE PLAN#2 1 I S ECTO R ' C' A-2 (E) ACCESS lk ------------- -- ---------------- 0 DRIVEWAY 330 PROPERTY LINE \ APN: 486-270-005 FIRE STATION --------------------------------------- O O � O O \ O LLJ ��`♦�� O 00 0 it c \ °\ z \ (E) BUILDING \ c \ (E) POLE BY OTHERS o l (E) METER � I I SECTOR ' B' \ (N) ELECTR CALLINET METER ° I 0 \ NO. 4 A5B-208008 ° 220 (POWER P.O.C.) \ I APN: \ I \ 775-100-004 > > I I SECTOR A APN: 775 100 007 O 100 0 , \ \ 1 I ♦♦ I��\i/�� \\ I I I ENLARGED SITE PLAN#1 1 \ I I ♦ ♦�♦ \ \ \ \ .� III \ \ � I I ♦♦♦\\♦♦♦. I \� .\ \ � � \ \ /2 O/ 1. I I i O\ APN: 775- UTILITY DESIGN IS PROPOSED AND BASED ON THE DESIGN VISIT, FINAL UTILITY COORDINATION WILL DETERMINE THE POINT OF CONNECTION AND ROUTE. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE. (N) FIBER TRENCH 'AT&T' TO PLACE 1-4" SCH. 40 g PVC W/ MULTE TAPE (FIBER) A-8 (APPROX. f60') I I I I (E) ACCESS DRIVEWAY .I I (N) FIBER TRENCH FRONTIER TO PLACE 1-4" SCH. 40 g PVC W/ MULTE TAPE (FIBER) A-8 (APPROX. f 100') (E) FRONTIER PEDESTAL (TELCO P.O.C.) I (E) TRANSFORMER WITH VAULT I I AT&T 1452 EDINGER AVE. TUSTIN, CALIFORNIA 92780 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED gsmartlink 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 TEL: (949) 387-1265 FAX: (949) 387-1275 4430 E. MIRALOMA AVE. SUITE D ANAHEIM, CALIFORNIA 92807 10 09-23-24 REVISED PER PLAN CHECK 0 06-19-24 100% CONSTRUCTION DRAWINGS A 11-20-23 j 90% CONSTRUCTION DRAWINGS k.!Lj DATE I DESCRIPTION C. pXtiy NO. C41035 CD � EXP. 03-25 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CSL00354 FIRE STATION 54007 MADISON ST. LA QUINTA, CA 92253 MONOPINE (INDOOR) DRAWN BY: CHECKED BY: RJS JS SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: OVERALL SITE PLAN SCALE: I1 1 11=20'-0" 10' 20' 40' 1 A-1 CASE#: CUP 2022-0012 SECTOR V 220" NOTE: • UTILITY DESIGN IS PROPOSED AND BASED ON THE DESIGN VISIT, FINAL UTILITY COORDINATION WILL DETERMINE THE POINT OF CONNECTION AND ROUTE. • ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE. C m (E) METER CABINET (N) ELECTRICAL METER NO. 4 A56-208008 \ (POWER P.O.C.) (E) MONOPALM BY OTHERS — O (N) TEXAS RANGER \ D-11 SHRUBS, TYP. OF 11 (SEE LANDSCAPE DRAWING FOR DETAILS) i (N) U/G POWER \ I CONDUIT TRENCH TO PLACE 1-3" SCH. 40 PVC (APPROX. (N) 'AT&T' NON-EXCLUSIVE ACCESS PATH ` (N) TRAILING YELLOW 1 LANTANA SHRUBS, TYP. L-1 OF 19 (SEE LANDSCAPE DRAWING FOR DETAILS) APN: 486-270-005 FIRE STATION i (N) 4-4" 0 CONDUIT 10 SECTOR 'A' UNDERGROUND TRENCH (APPROX: t350') A-8 1000 FOR POWER/FIBER n i (N) SHRUBS, TYP. 1 (SEE LANDSCAPE L11 DRAWING FOR DETAILS) I 'AT&T' LEASE AREA LOCATION 1 A-3 I - (N) HEADER (SEE LANDSCAPE DRAWING FOR DETAILS) I I W W/ LL u Z O 0 Q I I I I (N) FIBER TRENCH 'AT&T' TO PLACE 1-4" SCH. 40 9 PVC W/ MULTE TAPE (FIBER) A-8 (APPROX. f60') (N) 24X36 TRAFFIC 8 RATED HAND HOLE A-g (FIBER MMP) (E) ACCESS DRIVEWAY (N) FIBER TRENCH FRONTIER TO PLACE 1-4" SCH. 40 9 PVC W/ MULTE TAPE (FIBER) A-8 (APPROX. f 100') (E) FRONTIER PEDESTAL (TELCO P.O.C.) AT&T 1452 EDINGER AVE. TUSTIN, CALIFORNIA 92780 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED gsmartlink 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 TEL: (949) 387-1265 FAX: (949) 387-1275 4430 E. MIRALOMA AVE. SUITE D ANAHEIM, CALIFORNIA 92807 Al 09-23-24 REVISED PER PLAN CHECK 0 06-19-24 100% CONSTRUCTION DRAWINGS A 11-20-23 90% CONSTRUCTION DRAWINGS REV DATE DESCRIPTION C. =' NO. C41035 EXP. 03-25 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CSL00354 FIRE STATION 54007 MADISON ST. LA QUINTA, CA 92253 MONOPINE (INDOOR) DRAWN BY: CHECKED BY: RJS JS SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: ENLARGED SITE PLAN SCALE: 3/32"= V-0" A-2 CASE#: CUP 2022-0012 (E) MONOPINE 1 G.C. TO FABRICATE 18 GA. GALV. MATCH () 0 > z SHT. MTL. CABLE ENCLOSURE — WARNING TAPE I GRADE H o CDPAINTED TO MATCH POLE WITH TRACE WIRE COMPACTED < 2$, BACKFILL o CDSEAL ALL AROUND (90% MIN.) SIX (6) 6" 0 CONDUIT 0 UNDISTURBED 23 23 ° 1 z SOIL 30" X 24" X 18" DEEP CONC. CONDO T BL aCK ' TELCO CONDUIT W/ #4 BARS E.W. (PER PLAN) POWER CONDUIT/ -:: POWER CONDUIT TELCO CONDUIT (PER PLAN) — T / r.36" MIN. PER PLAN 1, IN' COMPACTED (VARIES) SAND BEDDING (VARIES) (4" MIN.) 24" (MIN.) ol 24" (MIN.) SINGLE CONDUIT DOUBLE CONDUIT NOTE: ATTACH ENCLOSURE USING POWDER ACTUATED PINS. SEAL W/ SILICONE SEALER AROUND AND ABOVE LIP, (TYP) UTILITY TRENCH DETAILS NOTE: 1. PROVIDE PROPER BENDING RADIUS FOR CONDUITS AS REQUIRED BY CABLE MFR. 2. LEAN CONC. W/ RED TINTED TOP MAY BE USED IN PLACE OF COMPACTED SAND COAX CABLE TRENCH INTERIOR I WALL ACCENT DETAIL 9 I CABLE TRANSITION AT POLE PATCH & REPAIR EXISTING FINISH SURFACE WARNING TAPE 12" BELOW GRADE SURFACE BACKFILL W/AGGREGATE BASE AND COMPACT EXCAVATION 90% SIX (6) 4" 0 COAX CABLE WAVEGUIDE CONDUITS, (TYP) COMPACTED SAND BED (SEE NOTE 2) AWG 2/0 BCW GROUND WIRE CONDUIT STUB —UPS FOR COAXIAL CABLES W/ FEED—THRU BOOTS, (TYP) (N) GRAVEL FILL 10 I STUB -UP DETAIL F.G. COAXIAL CABLE, (TYP) CONC. CONDUIT BLOCK 4" CONDUITS TYPICAL OF 6 NEW 8" THICK MASONRY WALL 2 #5 JAMB BAR TYPICAL STUCCO FINISH COLOR 5/8" DIAMETER EXPANSION AND TEXTURE TO MATCH BOLT @ 16" O.C. ADJACENT WALLS EMBD 3/6 TYP ALL WELDS L 2x2x3/16 DOOR FRAME AT ALL 6" CMU ACCENT STRIP FOUR SIDES WITH WELDED JOINTS EXTERIOR 8" CMU WALL PER STRUCTURAL TS 3X3X3/6 JAMB POST' CAP BOTH ENDS HEAVY DUTY BUTT HINGE TYP. OF 4 EQUALLY SPACED AND 1/4" THK. STEEL PADLOCK FACE WELDED AT JAMB AND SHEILD WELDED TO FRAME — DOOR FRAME. VERTICALLY APPLIED 18 GA. PADLOCK RECEIVER PLATE STEEL DECKING "CUROCO'$ WITH 5/8"0 HOLE FOR PATTERN # 13 IN 2 x 3 x PADLOCK WELDED TO STEEL 3/16 ANGLE FRAME. CHANNEL DOOR JAMB SECTION BB 11 METAL GATE DETAILS (N) 1 /2"0 U—BOLT, (N) 3/8" 0 SPRING S TYP OF 2 PER UNIS- (N) UTILITY CABINET UNISTRUTS W/ SPRIN MFR. PROVIDED HARE (N) P1000 UNISTRUT (N) H—FRAAME POST 7 I UTILITY CABINET MOUNT 8 SERVICE LIGHT DETAIL HEAVY DUTY BUTT HINGE TYP. OF 4 EQUALLY SPACED AND FACE WELDED AT JAMB AND DOOR FRAME / N I I (N) CMU WALL J CONTINUOUS 1/4" THICK STEEL FLAT BAR OVERLAP WITH HOLE FOR PADLOCK PLATE WELDED TO VERTICAL DOOR FRAME FULL HEIGHT BB P. EA SIDE — \ w 0 X Q a C) = o cn z I � 0 30OW LED ADJUSTABLE SERVICE LIGHT OR APPROVED EQUIVALENT UNISTRUT P1000 HORIZONTAL SUPPORT BOLTED TO FENCE POST USING 5/8" 0 THRU BOLT, (TYP) 3/4"0 CONDUIT FOR SERVICE LIGHT TO LIGHT SWITCH (N) H—FRAME POST UNISTRUT PIPE CLAMP, (TYP) NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. GPS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HAND HELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. GP`. SE( 112 4 GPS ANTENNA 1 MANUFACTURER: CIENA MODEL: CIENA 3931 DIMENSIONS: 17" H X 16.8" W X 7" D WEIGHT: APPROX. 28.6 LBS INTERIOR VIEW FRONT VIEW 5 I CIENA CABINET SPECIFICATIONS VERTICALLY APPLIED 18 GA. GALVANIZED STEEL DECKING IN 2 x 2 x 3/16 ANGLE FRAME — CAP ALL ENDS. \ PADLOCK RECEIVER PLATE WITH 5/8"0 HOLE FOR PADLOCK \ WELDED TO STEEL CHANNEL DOOR JAMB PADLOCK PROVIDED BY AT&T. CONTRACTOR TO WELD 4" THK. STEEL PADLOCK SHEILD \ 4„ 1 " DIA. CANE DROP BOLT 4" PIPE SLEEVE PER PLAN CAST IN CONCRETE PADLOCK RECEIVER PLATE 'I u WITH 5/8"0 HOLE FOR PADLOCK WELDED TO STEEL CHANNEL DOORJAMB CONTINUOUS 1/4" THICK STEEL FLAT SECTION AA BAR OVERLAP WITH HOLE FOR PADLOCK PLATE WELDED TO VERTICAL DOOR FRAME (N) 1 /2" 0 U—BOLT (N) 3/8" 0 SPRING TYP OF 2 PER UN CIENA MOUNTING B 2 (N) CIENA CABINET (N) P1000 UNISTRI (N) H—FRAME POS- 6 I CIENA CABINET MOUNT 2 3 AT&T 1452 EDINGER AVE. TUSTIN, CALIFORNIA 92780 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 TEL: (949) 387-1265 FAX: (949) 387-1275 4430 E. MIRALOMA AVE. SUITE D ANAHEIM, CALIFORNIA 92807 1\ 09-23-24 REVISED PER PLAN CHECK 0 06-19-24 100% CONSTRUCTION DRAWINGS A 11-20-23 90% CONSTRUCTION DRAWINGS REV I DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CSL00354 FIRE STATION 54007 MADISON ST. LA QUINTA, CA 92253 MONOPINE (INDOOR) DRAWN BY: CHECKED BY: RJS JS SHEET TITLE: EQUIPMENT SPECIFICATIONS AND DETAILS SHEET NUMBER: A-8 CASE#: CUP 2022-0012 MANUFACTURER: KNOX COMPANY MODEL: SK1250246/1 MODEL NO.: KNOXBOX 3200 (SURFACE MOUNT) WALL —MOUNT BRACKET DIMENSIONS (HXWXD): 4"X5"X3-7/8" SUPPLIED BY MFG. 4;z— WEIGHT: 8 Ibs. 3" DEEP 5" WIDE 1 /4" STEEL CASE, HEAVY THICK 100% WELDED ANTENNA MFGY 1452 STAINLESS STEEL ol 5 � TUSTIN, CALK ORNER AA 92780 LOCK COVER STAINLESS 3 CRUSHED GRAVEL FINISH STEEL DOOR HINGE _ (N) ANTENNA, VERIFY WITH A-6 'AT&T' PRIOR TO STARTING HOLE FOR CONSTRUCTION TAMPER SEAL ���\��\��\��\��\��\��\��\��\�� a THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS AT &T = 1/2" SOLID PLATE �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ (N) GEOTEXTILE FABRIC UPPER RRU BRACKET IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS STEEL DOOR WITH © /�� /�� /�� /�� /�� /�� /�� /�� /�� /�� (MIRAFI OR EQUAL) EXTEND 6-9 N RRU \\ \\ \\ \\ \\ \\ \\ \\ \\ \ A-6 ( ) ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES GASKET �jj �jj �jj �jj �jj �jj �jj �jj �jj �jj TO LEASE BOUNDARY TO AT&T WIRELESS IS STRICTLY PROHIBITED \\ \\ \\ \\ \\ \\ \\ \\ \\ \ (E) COMPACTED SOIL o (N) PIPE TO PIPE CLAMP • s martin 1/4" SOLID STEEL o WELDED G 100% 3-7/8„ - \- 0 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 FRONT VIEW SIDE VIEW TEL: (949) 387-1265 SUB —GRADE TO BE COMPACTED TO 90%, FOLLOWED BY (N) 2-3/8" 0 STEEL PIPE, VERIFY FAX: (949) 387-1275 MIRAFI 500 GEOTEXTILE FABRIC AND 3" CRUSHED GRAVEL LENGTH WITH (N) ANTENNA ON TOP. FINISH GRADE TO BE UNIFORM AND LEVEL. LOWER RRU BRACKET KNOX BOX DETAIL 10 GRAVEL FILL DETAIL 7 RRUS MOUNTING BRACKET 4 ANTENNA MOUNT 1 LIFTING EYE (TYP.) GRADE SITEPR01 MODEL #: DCP12K COVER PIPE SIZE: 1-1/2" — 5" ,ik4 BOLT HOLES PLUG CONDUITS CLAMP THICKNESS: 1/2" (TYP.) o o W/ DUCT SEAL THREADED ROD: 5/8" x 12" e�4�0 4430 E. MIRALOMA AVE. SUITE D 1" TYP.l"", ANAHEIM, CALIFORNIA 92807 I (N) 2-3/8"0 STEEL PIPE (N) 2-3/8"0 STEEL PIPE I I I I TYP. COVER �' � (N) PIPE TO PIPE 3-4 RRU BRACKET, N BRACKET BY SITEPR01 — PROVIDED BY MFG. o 0 .o OR APPROVED EQUAL I I DIRECT BURIAL Y" GALVANIZED I I TYPE CONDUIT MESH WIRE I I SEE NOTE 2 6—g (N) RRUS A-6 I I I I I I I I Q LOCATE CONDUITS � ALONG A NARROW (N) 2-3/8"0 STEEL PIPE i i o o � 09-23-24 REVISED PER PLAN CHECK END OF PULL BOX 0 06-19-24 100% CONSTRUCTION DRAWINGS I I I A 11-20-23 90% CONSTRUCTION DRAWINGS (N) 5/8" U—BOLTS REV DATE DESCRIPTION NOTES: (TYP @ T&B) 1. RADIUS ANGLE MAY BE REDUCED TO LESS THANK I I 90° PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPENING. 2. TWO HOLD DOWN DEVICES TO BE SUPPLIED WITH TYP. ASSEMBLY W/O COVER EACH OTHER HANDHOLE. 3. ELECTRICAL CONDUITS SHALL BE TAPE WRAPPED FESSIONq SCH.40 GALV. CONDUIT. ��� PAL C. p NO. C41035 z HAND HOLE DETAIL 8 PIPE TO PIPE BRACKET 5 RRUS MOUNT z EXP. 03-25 C. sT CIVIL 8" MANUFACTURER: GENERAC �TFOF CAL�F�� 2 MODEL: GTS SERIES 1 " TYP -- PER PLANS RATING: 120/24OV, 100-400A, 600VCA, 3P DIMENSIONS: 36" H X 24" W X 12.7" D O O WEIGHT: 185 LBS CD(N) P1000 UNISTRUT \ 71 @ T&B 00 0— (N) 3" 0 STEEL PIPE o IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION O (N) 1/2"0 HILTI KWIK BOLT TZ \ OF A LICENSED PROFESSIONAL ENGINEER, EXPANSION ANCHOR W/ MIN. 4" EMBED., (N) 5/8" U—BOLT CLAMP TO ALTER THIS DOCUMENT. ESR 1917 (4 TOTAL) PLAN VIEW (N) 3"0 STEEL PIPE CSL00354 6„ FIRE STATION P (N) 2-3/8"0 STEEL PIPE (N) 5/8"0 U—BOLTS 54007 MADISON ST. (N) 3" 0 STEEL PIPE LA QUINTA, CA 92253 (N) 1/2"0 HILTI KWIK BOLT TZ o 0 o FRONT VIEW SIDE VIEW MONOPINE (INDOOR) 3/16 EXPANSION ANCHOR W/ MIN. 4" EMBED., _ I ESR 1917 (4 TOTAL) e e MANUFACTURER: GENERAC 00 0000000000000000000000000000000 00 MODEL: TTS SERIES DRAWN BY: CHECKED BY: (N) CONCRETE PAD RATING: 200A CAMLOCK GEN. CONNECTION CD 24.25" H X 9" W X 9.4" D RJS JS LA I N (N) 5/8" THRU BOLTS PROVIED BY MFG. (N) RRU BRACKET (N) CONCRETE PAD PROVIDED BY MFG. SHEET TITLE: \a 7a a a a 4 0 - EQUIPMENT SPECIFICATIONS AND DETAILS SEE DETAIL 'A' DETAIL 'A' SHEET NUMBER: IN FRONT VIEW SIDE VIEW A-9 H-FRAME DETAIL 9 ATS/CAMLOCK SPECIFICATION 6 RRU BRACKET @ PIPE 3 CASE#: CUP 2022-0012 GENERAL NOTES 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND CBC-19 SPECIFICATIONS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND CONDITIONS OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 3. STRUCTURAL DRAWINGS SHALL WORK IN CONJUNCTION WITH ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS. 4. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. 5. ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED TO THEIR ACCURACY. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS. SHOULD CONDITIONS BECOME APPRENT WHICH DIFFER FROM THE CONDITIONS SHOWN, THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF STRUCTURAL ENGINEER. STRUCTURAL ENGINEER WILL THEN PREPARE ADDITIONAL DRAWINGS AS MAY BE NEEDED TO ACCOMODATE THE CONDITIONS AS BROUGHT TO THEIR ATTENTION. 6. MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE STRUCTURE. ISOLATORS, FASTENERS AND ANY OTHER ELEMENT PROVIDING STABILITY FOR MECHANICAL EQUIPMENT SHALL BE CAPABLE OF TRANSMITTING CODE REQUIRED LOADS, BUT IN NO EVENT LESS THAN A SHEAR LOAD EQUIVALENT TO 0.45 TIMES THE OPERATING WEIGHT OF EQUIPMENT. 7. DESIGN CODE: 2022 CBC A. WIND DESIGN: • BASIC WIND SPEED = 95.0 MPH • RISK CATEGORY = II • WIND EXPOSURE = C D. SEISMIC DESIGN: • SEISMIC IMPORTANCE FACTOR, I = 1.0 • RISK CATEGORY = II • SITE CLASS = D REINFORCING STEEL 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 U.O.N. 2. BARS SHALL BE CLEAN OF MUD, OIL OR OTHER COATINGS LIKELY TO IMPAIR BONDING. 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. ALL VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE DETAILS. CONCRETE 1. CEMENT SHALL BE TYPE II CONFORMING TO ASTM C150 UNLESS OTHER -WISE REQUIRED BY THE SOILS ENGINEER DUE TO SOILS CONDITIONS. THE WATER CEMENT RATIO (W/C) SHALL BE 0.45 2. ALL POURED -IN -PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. CONCRETE SLUMP SHALL NOT EXCEED 5". 3. WATER SHALL BE CLEAN, FRESH AND SUITABLE FOR CONCRETE USE IN ACCORDANCE WITH ASTM C94. 4. AGGREGATES SHALL CONFORM TO ASTM C33, 1-1/2" MAXIMUM (TYPICAL) AND 3/4" FOR 4 INCH NOMINAL SLABS AND PUMPED CONCRETE. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS: • CONCRETE POURED AGAINST SOIL 3" •FLOOR SLAB ON GRADE 1" • BEAMS AND COLUMNS (NOT EXPOSED) A. CLEAR COVER TO TIES 1-1/2" B. CLEAR COVER TO MAIN REINFORCING 2" 6. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 7. 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. 8. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS. 9. FORM EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC. WITH 3/4 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 10. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. 11. CONSTRUCTION JOINTS OTHER THAN THOSE SPECIFICALLY DETAILED ON THESE PLANS SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO PLACING FORMS. GENERAL NOTES 480 2'-0" 480 2'-0" ALTERNATE CORNER BARS NOTE: 1. SUBGRADE PREPARATION & COMPACTION PER SOIL REPORT AND/OR MIN. LOCAL CODE REQUIREMENT 2. GROUT LIFT TO BE LIMITED TO 5-0" HT MAX. 3. TYP. GROUT STOP @ HZ REBAR GROUTING USE 1 /4x1 /4 MESH TO PREVENT FALLING OF GROUT, HZ R-BARS TO BE TOTAL ENCLOSED BY GROUT W/ MIN. 1 " COVER ALL AROUND 0 I 0 4-# 90% kiulvlrh\_/I SOIL * CONTRACTOR TO VERIFY AND COORDINATE PROPER GRADE WITH CONSTRUCTION MANAGER. ELTER DWN PLATE AL (2 EACH SIDE) ETAI L SI CONCRETE DENSITY SECTION A -A NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH TYPE V CEMENT AND A CEMENT/WATER RATIO OF 0.45 OR LESS. 2. ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN ACCORDANCE WITH A.C.I. STANDARDS 309-05 RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE. ;Fi 3. ALL COLD WEATHER/HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH A.C.I. 305 AND F 306. 4. FOUNDATION FOR SHELTER BASED ON 150OPSF (MIN.) BEARING VALUE PER THE 2016 C.B.C. 5. PROVIDE CONCRETE TEST CYLINDERS: 1 AT 7 DAYS, 2 AT 28 DAYS. SUBMIT TEST DATA TO CONSTRUCTION MANAGER FOR REVIEW & APPROVAL. 6. SAWCUT AND REMOVE INTERFERING PAVEMENT AS NECESSARY FOR FOUNDATION CONSTRUCTION. 7. PLACE 6 MIL VISQUEEN MOISTURE BARRIER AND COVER WITH 2" OF CLEAN SAND. REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 BARS. 2. ALL DETAILING, FABRICATION, PLACING AND SUPPORTS SHALL BE IN ACCORDANCE WITH A.C.I. 318-89 AND C.R.S.I. SECTION 'B' 1 "X2" UNC GALVANIZED BOLT, SAE J429 GRADE 2 (2 PER PLATE) -\ 12"X14"X3/8" G36 FLATBAR GALVANIZED AS PER ASTM A123 TIE -DOWN PLATE (P/N 693133) 3/4" X 7" 316 SS CONCRETE ANCHOR SIMPSON STROING-BOLT 2 ESR-3037 (OR EQUIVALENT) (2 PER PLATE) �G D 12" O.C. i WAYS #4 DOWEL BARS AT 24" O.C. W/ 24" OVERLAP #4 AT 16" O.C. EACH WAY AT CENTER OF SLAB, TYP. 7/8" CHAMFER, TYP. � N #4 CONT. T&B 95% COMPACTED BACKFILL f'c= 3,000 PSI FOOTING CONCRETE DENSITY (N) W.I.C. SHELTER 8" MIN. 10"\t �(N) FOUNDATION CONNECTION DETAIL 6 I CMU WALL SECTION 14 18' X 8' WIC ON CONCRETE SLAB & CONC. STOOP DETAIL 11 NOTE: VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS PROVIDE 5/8 EMBEDMENT CORNER ICC INSPECTION F C/lI IIDUCAIT flADIAICT /TVD1 a a a a a a NOTE: GC TO VERIFY MOUNTING HOLES ON CABINET, MIN. OF 4 (N) GENERATOR REMOVABLE STUB -UP COVER (4) 5/8"0 HILTI KWIK BOLT (HILTI KB-TZ2) STAINLESS STEEL WITH MIN. 3-1/4" EMBEDMENT ICC ESR 4266 (N) CONCRETE PAD (N) PURCELL/POWER 1-2 CABINET A-8 (8) 5/8"0 HILTI KWIK BOLT (HILTI KB-TZ2) STAINLESS STEEL MIN. EMB.=3-1/4" ICC ESR 4266 (SPECIAL INSPECTION REQ'D) #4 @12" O.C. EA. WAY OF SLAB <..d.. a a <.. • .. d' •. < �. . .. 90% COMPACTED SOIL SEE ARCHITECTURAL PLAN f'c= 2,500 PSI FOOTING CONCRETE DENSITY u AT&T 1452 EDINGER AVE. TUSTIN, CALIFORNIA 92780 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED smartlink 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 TEL: (949) 387-1265 FAX: (949) 387-1275 4430 E. MIRALOMA AVE. SUITE D ANAHEIM, CALIFORNIA 92807 1� 09-23-24 REVISED PER PLAN CHECK 0 06-19-24 100% CONSTRUCTION DRAWINGS A 11-20-23 90% CONSTRUCTION DRAWINGS REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CSL00354 FIRE STATION 54007 MADISON ST. LA QUINTA, CA 92253 MONOPINE (INDOOR) DRAWN BY: CHECKED BY: RJS JS SHEET TITLE: STRUCTURAL NOTES AND DETAILS SHEET NUMBER: TYP. CONCRETE BLK. INTERSECTIONS 17 CABINET ANCHORAGE 5 GENERATOR ANCHORAGE smi 3 CONCRETE PAD 2 CASE#: CUP 2022-0012 ELECTRICAL NOTES A. IT IS THE ELECTRICAL CONTRACTORS I — RESPONSIBILITY TO PROPERLY BALANCE ALL (E) SWITCHGEAR (VIF) BRANCH CIRCUITS BETWEEN THE PHASES OF r — — — — — — — — — — — — — — — — — — —� THE SYSTEM, REGARDLESS OF CIRCUITING I I � AT &T I INDICATED. AVENUE — 54 ------- — — — — — — — — — — — — — — — — — — — — — _ _ — � I B. PROVIDE EACH NEW PANEL BOARD AND M ) (E) ) (E) ) (E) ) (E) ) (E) (E) )2I 1452 EDINGER AVE. ooA CIRCUITS BREAKERS TO MATCH EXISTING I TUSTIN, CALIFORNIA 92780 INCLUDING AIC/FAULT CURRENT RATING. EACH O NEW EQUIPMENT SHALL BE FULLY RATED TO I I ) VIF I WITHSTAND THE AVAILABLE FAULT CURRENT AT POINT OF CONNECTIONS. AIC RATING OF EACH I NEW PANEL BOARD SHALL BE COORDINATED L TO THE BUILDING SYSTEM. AIC RATING I PROVIDED IN THIS PLAN IS FOR BIDDING INCOMING I THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS PURPOSES AND SUBJECT TO CHANGE SERVICE IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS DEPENDING ON THE AIC RATING AT THE TIME = To EXISTING LOADS, TYP. OF CONSTRUCTION. ——__ _ ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES --- TO AT&T WIRELESS IS STRICTLY PROHIBITED C. ALL NEW PANEL SCHEDULES SHALL PROVIDE 1 (E) METER TO BE UTILIZED BY 'AT&T' (TBD) PROPERTY LINE II DETAILS OF AVAILABLE FAULT CURRENT AT O SERVICE AND SUB —PANELS. CONFIRM THAT EACH CIRCUIT BREAKERS AND FUSES ARE I FULLY RATED TO WITHSTAND THE AVAILABLE FAULT CURRENT AT POINT OF CONNECTION. smartlink D. CONTRACTOR TO PROVIDE TERMINATIONS OF (N) 2"C - 3#3/0 + 1#4 GND, (N) 1"C - 10#14 FOR START-UP AND CONTROL. REFER 1�\ �� EACH CIRCUIT DEVICES AND EQUIPMENT TO BE APPROX 100', %VD=1.3% TO GENERATOR AND ILC SPECS FOR WIRING CONNECTION 1 I 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 RATED AND LISTED AT 75°C. (N) 2"C - 3#3/0 + 1#4 GND I ANNAPOLIS, MD 21401 E. MAXIMUM AVAILABLE FAULT: SERVING UTILITY TEL: (949) 387-1265 COMPANY'S STANDARD INDICATES THAT THE �_ \` �— 0 _ APN: 486-270-005 I, FAX: (949) 387-1275 FIRE STATION 1�,� MAXIMUM AVAILABLE FAULT WILL NOT EXCEED I 42 KA. CONTRACTOR IS REQUIRED TO VERIFY 2P/125A,�. « THE ACTUAL AVAILABLE FAULT AT THE TIME OF GENERAC DIESEL GENERATOR, �. 0 CONSTRUCTION WITH SERVING UTILITY CO. 120/24OV, 20KW FURNISHED WITH �` + EMERGENCY SHUTDOWN SWITCH F. PROVIDE AUTOMATIC SCHEDULING CONTROL OR (CEC Article 445.18(B)) \ � COMBINATION OF MOTION SENSING CONTROLS O+ I AND SHALL BE INDEPENDENTLY CONTROLLED N.C. (N) EMERGENCY AWG 2 w FROM OTHER ELECTRICAL LOADS IN GENERATOR SHUT —DOWN ACCORDANCE TO CEC 130.2. Al— G. PROVIDE LIGHTING CONTROLS THAT ALLOW THE — W LIGHTING TO BE MANUALLY TURNED ON/OFF GENERATOR CAMLOCK, - IN ACCORDANCE TO CEC 130.1. 2P, 200A ) 2P, 200A MOUNTED ON PTLC = Lu \o � I 4430 E. MIRALOMA AVE. SUITE D (N) POWER TRANSFER LOAD 1 "C - 4#12 + 2#12 GND. I ANAHEIM, CALIFORNIA 92807 CENTER (PTLC), MOUNTED ON T.S. MECHANICAL INTERLOCK I Cn (FOR BATTERY CHARGER AND SHELTER EXTERIOR WALL BLOCK HEATER) \ ° z I 120/24OV, 1�, 3W, 200A, 42KAIC (E) BUILDING �, I O 2P 2P 2P 2P 2P 1P 2P 1P 1P 1P 1P 1P )30A )30A )30A )30A )30A )15A )25A )20A )20A )20A )20A )20A (E) POLE BY OTHERS 3 I IT I I SURGE ARRESTOR — I (N) 2"C - 8#6 + 4#8 GND (N) 3/4"C - 2#12 + 1#12 GND N 3/4"C - 2#12 + 1#12 GND () (E) METER CABINET I (N) 3/4"C - 2#10 + 1#10 GND (N) ELECTRICAL METER ° L.S. L.S. NO. 4 A56-208008 0 (POWER P.O.C.) \ I HVAC 1� 09-23-24 REVISED PER PLAN CHECK 0 06-19-24 100% CONSTRUCTION DRAWINGS A 11-20-23 90% CONSTRUCTION DRAWINGS REV DATE DESCRIPTION NETSURE 1 DUPLEX INDOOR LIGHT EXTERIOR LIGHT SECTOR 'A' (N) DC POWER PLANT RECEPTACLE (SEE NOTE 'G') (SEE NOTE 'F') 1 I 100 \\�1 i I Q�OVESS/0 SINGLE LINE DIAGRAM AND NOTES 2 - I ��o�v`�.p,�;�� NO. C41035 z Cr EXP. 03-25 --Tj �v '� II I STgT CIVIL VOLTAGE: 120/24OV, 1 PHASE, 200A, 42KAIC MOUNTING: SURFACE MAIN CB: 2P/200A PANEL 'A' NEMA: 3R LOCATION: EQUIPMENT SHELTER EXTERIOR VOLT -AMPS DESCRIPTION BREAKER CIRCUIT OA OB CIRCUIT BREAKER DESCRIPTION VOLT -AMPS OA OB OA OB 2112 NETSURE 721 RECTIFIERS 1 &2 30 1 2 30 SURGE ARRESTOR 0 2112 2 3 4 2 0 2112 NETSURF 721 RECTIFIERS 3&4 30 5 6 20/1 BATTERY CHARGER 360 2112 2 7ZZ 8 20/1 BLOCK HEATER 480 2112 NETSURE 721 RECTIFIERS 5&6 30 9 10 20/1 INDOOR LIGHT 200 2112 ZZ 2 11 12 20/1 DUPLEX RECEPTACLE 180 2112 NETSURF 721 RECTIFIERS 7&8 30 13 14 20/1 EXTERIOR LIGHT 62 2112 2 ZZ 15 16 - SPACE - 180 NETSURE GFI 15/1 17 18 - SPACE - - SPACE - 19 20 - SPACE - 1909 HVAC #1 25 21 22 - SPACE - 1909 2 23 24 - SPACE - - SPACE - 25 26 - SPACE - - SPACE - 27 28 - SPACE - - SPACE - 29 30 - SPACE - 10537 10357 VA/LINE 622 660 PHASE A: 11159 PHASE B: 11017 CONNECTED LOAD: 22176 VA DESIGN AMP.: 92.40 A (N) FIBER TRENCH �OF CA��VO 'AT&T' TO PLACE 1-4" SCH. 40 (E) CMU WALL (E) POLE BY OTHERS ��� <a. t r I 'I PVC W MULTE TAPE FIBER ON (APPROX. t60') (N) U/G POWER A_g CONDUIT TRENCH TO wv ` �° ° _ , ,—/� , .—.1�. .—r II A-8 PLACE 1-3 SCH. 40 PVC (APPROX. f 100') ' I I IT IS A VIOLATION OF LAW FOR ANY PERSON, \\` I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, i I TO ALTER THIS DOCUMENT. \ ACCESS DR DRIVEWAY CSL00354 FIRE STATION 54007 MADISON ST. I (N) FIBER TRENCH LA QUINTA, CA 92253 FRONTIER TO PLACE 1-4 SCH. 40 PVC W/ MULTE TAPE (FIBER) MONOPINE (INDOOR) (APPROX. t100') A98 I _ DRAWN BY: CHECKED BY: (E) FRONTIER PEDESTAL (TELCO P.O.C.) RJS JS (E) TRANSFORMER PROPERTY LINE li WITH VAULT I, SHEET TITLE: ELECTRICAL SITE PLAN, SINGLE LINE DIAGRAM & PANEL SCHEDULE NOTE: I I • UTILITY DESIGN IS PROPOSED AND BASED ON THE DESIGN VISIT, FINAL UTILITY SHEET NUMBER: COORDINATION WILL DETERMINE THE POINT OF CONNECTION AND ROUTE. SCALE: E-1 PANEL SCHEDULE 3 ELECTRICAL SITE PLAN 1 if_20'-0 1 O, 20, 40, CASE#: CUP 2022-0012 INSPECTION HANE CONCRETE OR PV, CABLE TO ROD C, CLEAN SAND FILL AWG 2 BCW T,,,,,,, GROUND ROD NOTE: INSPECTION HAND HOLE MAY BE CONCRETE OR PVC AND SHALL BE A MINIMUM OF 6" IN WIDTH/DIAMETER GROUND ROD WITH ACCESS 16 GRADE w Z J U) Q ry L.� 0 J w m z 0 INNED GROUND RING GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/8" OX8'-0" LONG 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL. EACH GROUND 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 CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) TELCO GROUND BAR (2 AWG) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG) +24V POWER SUPPLY RETURN BAR (2 AWG) -48V POWER SUPPLY RETURN BAR (2 AWG) RECTIFIER FRAMES. COAX SUPPRESSION SECTION "A" - SURGE ABSORBERS INTERIOR GROUND RING (2 AWG) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG) BUILDING STEEL (IF AVAILABLE) (2 AWG) SECTION "I" - ISOLATED GROUND ZONE ALL COMMUNICATIONS EQUIPMENT FRAMES. ISOLATED GROUND BAR - IGB (2 AWG) 1. EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1 " HIGH LETTERS. NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. OR APPROVED EQUAL NO. REQ. PART NO. DESCRIPTION (D 1 1 /4"x4"x3O" SOLID GND. BAR O2 2 A-5056 WALL MTG. BRKT. O3 2 3061 -4 INSULATORS O4 4 3012-1 5/8"-11x1" H.H.C.S. O5 4 3015-8 5/8 LOCKWASHER GROUND BAR ANTENNA CABLE WEATHER-PROOFIN( CABLE GROUNDING DOUBLE CRIMI CONNECTION INTERIOR GROUND RING 13" INSPECTION WINDOW IN BARREL, REQUIRED FOR ALL INTERIOR TWO -HOLE CONNECTORS EXTERNAL TOOTHED 3/8" Ox 1 1 /2" S/S NUT S/S LOCK WASHER S/S FLAT WASHER TINNED COPPER GROUNDING BAR 1 /16" MINIMUM SPACING CLEAR HEAT SHRINK CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK LABEL / L -- -- S/S FLAT WASHER S/S BOLT (1 OF 2) DO NOT ISO NNEC "DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS INTERIOR TWO HOLE LUG TO LOW NOISE AMPLIFIER UNITS (LNA) (WHEN REQUIRED) AND RECEIVE ANT NNA RX COAX JUMPER REQUIRED PER MANUFACTURER'S D5 RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) EXOTHERMIC WELD 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION GROUNDED TO GROUNDING BAR I CONNECTOR WEATHERPROOFING KIT (TYP) FROM LNA (WHEN REQUIRED) 2 AWG TINNED, SOLID COPPER CONDUCTOR EXOTHERMIC WELD TO GROUNDING BUS RX1/RX2 TO TRANSMIT ANTENNA I I STANDARD GROUNDING KIT (TYP) F- I I I I_ ANTENNA CABLE TO BTS (TYP) I 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION / GROUNDING BAR, ANDREW PART # UGBKIT-0424-T (TINNED). A LOCKBOX IS REQUIRED AT GRADE TASSCO PART # 351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF GROUNDING BARS AND THEIR LOCATION 1 4 I ANTENNA GROUNDING BAR 12 #4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 60OV, THWN-2 INSULATION GROUNDING BAR ON WALL, FLOOR, OR ON ANTENNA TOWER O 00 OO 00 00 00 O 00 0 00 00 O 1/16„ O> (TYP) (2) TWO EXOTHERMIC TO BE USED WITH 2 AWG SOLID BARE TINNED COPPER GROUNDING CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUNDING RING AND GROUNDING BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END GROUND ROD 17 I CONNECTION OF CABLE GROUND KIT 15 1 INSTL. OF GRND. CONDUCTOR TO GRND. BAR AT&T 1452 EDINGER AVE. TUSTIN, CALIFORNIA 92780 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED smartlinkl 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 TEL: (949) 387-1265 FAX: (949) 387-1275 4430 E. MIRALOMA AVE. SUITE D ANAHEIM, CALIFORNIA 92807 10 09-23-24 REVISED PER PLAN CHECK 0 06-19-24 100% CONSTRUCTION DRAWINGS A 11-20-23 90% CONSTRUCTION DRAWINGS REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CSL00354 FIRE STATION 54007 MADISON ST. LA QUINTA, CA 92253 MONOPINE (INDOOR) DRAWN BY: CHECKED BY: RJS JS SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-3 CASE#: CUP 2022-0012 PLANT LEGEND SYM BOTANICAL NAME COMMON NAME SIZE QTY. REMARKS WATER USE O O FREES WASHINGTONIA ROBUSTA MEXICAN FAN PALM 36'-0" BTH 3 z)HRUBS LANTANA MONTEVIDENSIS LANTANA 'NEW GOLD' LEUCOPHYLLUM F. 'GREEN CLOUD' PLANTING NOTE TRAILING PURPLE 1 GAL. LANTANA TRAILING YELLOW 1 GAL. LANTANA TEXAS RANGER 5 GAL. n. BROWN MOD. TRUNK HGT. AS SHOWN LOW 19 AS SHOWN LOW 11 AS SHOWN LOW 1. REPLACE DAMAGED DECOMPOSED GRANITE AND SHRUBS, AND PROVIDE ALLOWANCE FOR THE FOLLOWING: 5 GALLON BOUGAINVILLEA — 10 PLANTS 5 GALLON YELLOW LANTANA — 5 PLANTS 5 GALLON DESERT SPOON — 5 PLANTS WORK WILL BE DONE PER CITY OF LA QUINTA AND COACHELLA VALLEY WATER DISTRICT GUIDELINES. 2. PROPOSED PLANTING AND IRRIGATION SHALL BE MAINTAINED BY PRIVATE OWNER. 3. ALL PLANTING AREAS TO BE PROVIDED WITH 3" MIN. LAYER OF DECOMPOSED GRANITE. MATCH EXISTING — 4. 3/8" MINUS BRIMSTONE. /r\ rni unur►m WEED CONTROL THE CONTRACTOR SHALL PERFORM A THOROUGH WEED ABATEMENT PROGRAM, KILLING AND REMOVING ALL WEEDS FROM THE SITE AND SHALL BE COMPLETED PRIOR TO THE ADDITION OF ANY SOIL AMENDMENTS. THIS SHALL BE DONE FOR ALL PLANTING AREAS, SPECIFICAILLY, BUT NOT LIMITED TO, SLOPES AND GROUND COVER AREAS. THE CONTRACTOR SHALL FOLLOW THE FOLLOWING STEPS: 1. KILL AND REMOVE ALL EXISTING WEEDS. 2. IRRIGATE ALL AREAS TO BE PLANTED FOR (2) WEEKS. 3. KILL AND REMOVE ALL NEWLY GERMINATED WEEDS. 4. REPEAT STEPS 2 AND 3. 5. PLANT OR HYDROSEED GROUND COVER. 6. APPLY PRE —EMERGENT HERBICIDE AFTER PLANTING OR HYDROSEED GERMINATION. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF HERBICIDE AND ITS COMPATIBILITY WITH PLANT MATERIALS. SOIL TEST AFTER SOIL HAS BEEN SET IN PLACE AND PRIOR TO ANY SOIL PREPARATION, THE CONTRACTOR SHALL FURNISH SOIL TESTS OF THE SITE FOR AGRICULTURAL FERTILITY AND TO DETERMINE PROPER SOIL AMENDMENTS. TESTS ARE TO BE PERFORMED BY A MEMBER OF THE CALIFORNIA ASSOCIATION OF AGRICULTUTRAL LABORATORIES IWTH COPIES SENT TO THE OWNER AND LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. JTER EDGE AND )SED GRANITE WI �I Z 0 (P) FIBER TRENCH Q 'AT&T' TO PLACE 1-4" SCH. 40 Q PVC W/ MULTE TAPE (FIBER) (APPROX. f60') (P) 24X36 TRAFFIC RATED HAND HOLE (FIBER MMP) (E) ACCESS DRIVEWAY (P) FIBER TRENCH FRONTIER TO PLACE 1-4" SCH. 40 PVC W/ MULTE TAPE (FIBER) (APPROX. f 100') (E) FRONTIER PEDESTAL (TELCO P.O.C.) SOIL PREPARATION THE FOLLOWING IS PROVIDED FOR BID PURPOSES ONLY AND SHALL BE MODIFIED AS NECESSARY GIVEN THE RESULTS OF THE SOILS TEST. THE CONTRACTOR SHALL BE PREPARED TO PROVIDE DELIVERY SLIPS AND EMPTY FERTILIZER BAGS ON SITE FOR VERIFICATION OF MATERIALS. 1. BACKFILL MIX FOR USE OF PLANTING ALL SHRUBS. NATIVE SOIL 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CUBIC YARD 1 LB. IRON SULFATE PER CUBIC YARD OF MIX 2. PLANT TABLETS FOR ALL SHRUBS: 4-21 GRAM AGRIFORM FERTILIZER TABLETS PER 15 GALLON STOCK NORTH AT&T 1452 EDINGER AVE. TUSTIN, CALIFORNIA 92780 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T WIRELESS IS STRICTLY PROHIBITED @smartlink 1997 ANNAPOLIS EXCHANGE PKWY, SUITE 200 ANNAPOLIS, MD 21401 TEL: (949) 387-1265 FAX: (949) 387-1275 Landscape Architects 11 Villomouro Laguna Niguel, CA 92677 RJCLA 1969 mail. com 949-201-8 74 CA. REG. L. A. 12432 B 9/19/24 100% CONSTRUCTION DRAWINGS A 5/4/24 90% ZONING DRAWINGS REV I DATE DESCRIPTION D S CA pF Gunningh q Q ohscy��A signature V 8/31/2026, Renewal Date 9/19/24 J'�� Date TFCF CALF' IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CSL00354 FIRE STATION 54001 MADISON ST. LA QUINTA, CA 92253 MONOPINE (INDOOR) DRAWN BY: CHECKED BY: mdm RJC SHEET TITLE: PLANTING PLAN SHEET NUMBER: PLANTING PLAN SCALE: 3/32"=1'-0" L-1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2024-0113 The followina shall always avvly: 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 ('/4") 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 (6) 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. ENC2024-0113 Wireless Telecommunications Facility/ Install PVC and Fiber in Parkway for Monopalm / At Fire Station on Madison St South of Ave 54 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. 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. 4. Smartlink (Greg Macias) and/or Amentum Holdings Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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. 7. 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 1st 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 1st 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. 8. 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. ENC2024-0113 Wireless Telecommunications Facility/ Install PVC and Fiber in Parkway for Monopalm / At Fire Station on Madison St South of Ave 54 9. 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. 10. 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. 11. 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. 12. 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 13. Any land on which Williamson Act contracts apply shall remain undisturbed. 14. 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. 15. 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. ENC2024-0113 Wireless Telecommunications Facility/ Install PVC and Fiber in Parkway for Monopalm / At Fire Station on Madison St South of Ave 54 16. 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. 17. 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. 18. 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. 19. 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. 20. 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 21. 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. 22. 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. 23. 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. ENC2024-0113 Wireless Telecommunications Facility/ Install PVC and Fiber in Parkway for Monopalm / At Fire Station on Madison St South of Ave 54 24. 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. 25. 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. ENC2024-0113 Wireless Telecommunications Facility/ Install PVC and Fiber in Parkway for Monopalm / At Fire Station on Madison St South of Ave 54 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. 26. 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. 27. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 28. Access and egress to all local properties shall be maintained at all times. 29. 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. 30. 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. 31. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 32. 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. 33. If it is the intent of the permittee to cut the pavement and have it restored by a third parry, 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 �!COIe,o® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDNYYY) 11,1 �,2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ACT PRODUCER NAME: Simmone Ankle MARSH USA LLC. 1050 CONNECTICUT AVENUE, SUITE 700 PHC N Q 202.263.6729 {WC, No): WASHINGTON DC 20036-5386 E-MAIL AnnRFAS� Simmone.L.Ankle(Smarsh.rom CN 130677690-411-Cas: 24.25 INSURED Amentum Holdings Inc. 1032 E Holt Blvd Ontario, CA 91761 COVERAGES CERTIFICATE NUMBER_ ct F-0n779B3ft4.01 REVISION NUMBER: 9 NAIC p 22667 %/A 43575 .20702 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR LTR TYPE OF INSURANCE ADDL U R NUMBER POLICPOLICY MMfD YDIYYYY MMIDDIYYYY LIMITS A GENERAL LIABILITY HDO G47309513 0410112024 04101/2025 EACH OCCURRENCE S ZD00,000 CLAIMS-mm* X OCCUR PREMISES Ea occurrence s 3,000,000 MED EXP (Any one person) S 10,000 TMERCIAL PERSONAL B ADV INJURY S 3.000,0DO GEN'L GENERAL AGGREGATE S 4.000,ODO AGGREGATE LIMIT APPLIES PER: X POLICY 0 PROJECT ❑ LOC PRODUCTS -COMPIOPAGG S 4.000.000 S OTHER; A AUTOMOBILE LIABILITY ISAH10702161 04101/2024 04101/2025 COMBINED SINGLE Ea acca,.n, s 3000,000 BODILY INJURY (Per person) S X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident S HIRED NON -OWNED AUTOS ONLY AUTOS ONLY S UMBRELLALIAB OCCUR FJACHOCCURRENCE S AGGREGATE $ EXCESS LIAR CLAIMS -MADE DEO RETENTIONS $ C A D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN N ANYPROPRIETORIPARTNEWEXECUTIVE OFFICERIMEMBEREXCLUDW7 ❑ N (Mandatory In NH) NIA WLR C7032068A (AOS) WLR C70320721CA, MA, A ( � SCFC70320605 WI ( ) 04/0112024 04/01/2024 0441112024 04/01/2025 04101 f2025 04i01i2025 X STA TUTE ERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT S i,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached It more apace Is required) RE: Site ID: CSL00354; FALC: 13023999; PTN: 3551AOXYJK; IWM: WSLOS0024129; Project address: 54001 MADISON STREET LA QUINTA, CA 92253 City of La Quinta - Public Works is named as additional insured for GL coverage, but only as respects work performed by or on behalf of the named insured and where required by written contract. Waiver of Subrogation is applicable where required by written contract with respect to WC. This insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract with respect to the GL coverage. CFRTIFICATF 1401_DER CANCELLATInN City of La Ouinta - Public Works SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 78495 Calle Tampico THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN La Quinta, CA 92253 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD WorlwW Compensation and Employers' Liability Policy Named Insured Endorsement Number AMENTUM HOLDINGS LLC 2800 WESTFIELDS BLVD, SUITE 400 Polay Number CHANTILLY VA 20151 Symbol: WLR Number. C7032068A Porky Period Effective Date of Endorsement o4-ol -2024 TO 04-01-2025 04-01-2024 Issued By Name of Insuranoe Company) INDEMNITY INS. Co. or NORTH AMERICA Insert the polky number. The remainder of the Infom don Is to be completed only when We endorsement Is Issued subsequent to the preparation of the poky. This endorsement Menges the pollcy to which I Is attached and Is eRecllve on the date Issued unless alherwlse stated. .I�11'1�:�•7Jt•111:�:1C�:�il•].��•�•1'1�;��:�•1 ;L+�l:l�l��-�3�' •T• ��i�i',l��itl 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. This agreement shall not operate directly or indirectly to benefit any one not named in the Schedule. Schedule ANY PERSON OR ORGANIZATION AGAINST WHOM YOU HAVE AGREED TO WAIVE YOUR RIGHT OF RECOVERY IN A WRITTEN CONTRACT, PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO THE DATE OF LOSS. For the states of CA, UT, TX, refer to state specific endorsements. This endorsement Is not applicable in KY. NH, and NJ. The endorsement does not apply to policies in Missouri where the employer is in the construction group of code classifications. According to Section 287.150(6) of the Missouri statutes, a contractual provision purporting to waive subrogation rights against public policy and void where one party to the contract Is an employer in the construction group of code classifications. For Kansas, use of this endorsement is limited by the Kansas Fairness In Private Construction Contract Act(K.S.A.. 16-1801 through 16-1807 and any amendments thereto) and the Kansas Fairness In Public Constriction Contract Act(K.S.A 16-1901 through 16-1908 and any amendments thereto). According to the Acts a provision In a contract for private or public construction purporting to waive subrogation rights for losses or claims covered or paid by liability or workers compensation insurance shall be against public policy and shall be void and unenforceable except that, subject to the Acts, a contract may require waiver of subrogation far losses or claims paid by a consolidated or wrap-up Insurance program. Authorized Agent WC 00 03 13 (11/05) 0 Copyright 1983-2017 National Council on Compensation Insurance, Inc. All Rights Reserved. POLICY NUMBER: HDO G47308513 1 Endorsement Number: 1 COMMERCIAL GENERAL LIABILITY CG20261219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons) Or Organizatlon(s): Any person or organization whom you have agreed to include as an additional insured under a written contract, provided such contract was executed prior to the date of loss. Information required to complete this Schedule If not shown above will be shown In the Declarations. A. Section II — Who Is An Insured is amended to Include as an additional Insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodfly Injury', "property damage" or "personal and advertising injury" caused, In whole or In part, by your acts or omissions or the acts or omissions of those acting on your behalf: 1. In the performanoe of your ongoing operations; or 2. In oonnection with your premises owned by or rented to you. However: 1. The Insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured Is required by a contract or agreement, the Insurance afrorded to such additional Insured will not be broader than that which you are required by the contract or agreement to provide for such additional Insured. B. With respect to the insurance afforded to these additional Insureds, the following Is added to Section III — Limits Of Insurance: If coverage provided to the additional Insured is required by a contract or agreement, the most we will pay on behalf of the additional Insured Is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of Insurance; whichever Is less. This endorsement shall not Increase the applicable limits of Insurance. CC 20 261219 0 Insurance Services Office, Inc., 2018 Page 1 of 1 NON-CONTRIBUTORY ENDORSEMENT FOR ADDITIONAL INSUREDS Named hmmd Butoreememt Number Amentum Holdings LLC 7 Number Pday Parlod In Dabs of Endorsement HDO G47308613 04/0112024 to 0410112025 Issued By (Me" of Inswwce Compony) ACE American Insurance Company Im mt the policy numbor. The romeim w of the information Is to be oomplabd only when this endorNmont is Issued eubswpoontto 1ho propmeW of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY COVERAGE Schedule Organization Additnal insured Endorsemerlj Any additional Insured with whom you have agreed to prlovlde such non-contributory Insurance, pursuant to and as required under a written contract executed prior to the date of loss. (!f no inlio 7nedion is Ned In, the schedule shag mad: 'All persons or ends" added as addftional insureds through an endorsement with the lsnn "Additional Insumd" in the WO) For organizations that are listed in the Schedule above that are also an Additional Insured under an endorsement attached to this policy, the following is added to Section IVA a: If other Insurance is available to an insured we cover under any of the endorsements listed or described above (the "Additional Insured) for a loss we cover under this policy, thls insurance will apply to such loss on a primary basis and we will not seek contribution from the other insurance available to the Additional Insured. Authorized Agent 1-0-20287 (06106) Page 'i or 1