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ENC2022-0086owkra 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: 10/31/2022 LOCATION OF CONSTRUCTION (Street address or Description): MONROE AND AVE 52 PURPOSE OF CONSTRUCTION: INSTALLATION OF DRY UTILITIES FROM AVE 52, DOWN MONROE STTO MOUNTAIN SPUR DR DESCRIPTION OF CONSTRUCTION: INSTALLATION OF DRY UTILITIES FOR CAPISTRANO TM 31910 DIMENSION OF INSTALLATION OR REMOVAL: SEE ATTACHED EXHIBITS APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/11/2022 TIME OF COMPLETION: 11/30/2022 ESTIMATED CONSTRUCTION COST: $0.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) rice] l► 1:11►r161 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. D R HORTON - MARIO ORNELAS 1341 HORTON CIRCLE ARLINGTON, TX 76011 Name of Applicant (please print) Business Address TBU INC 244 MAPLE AVENUE SUITE T BEAUMONT, CA 92223 Name of Contractor and Job Foreman Business Address 781050 Contractor's License No. UPLAND SPECIALTY INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code PERMIT INSPECTION TRAFFIC CONTROL $4,114.00 TECHNOLOGY ENHANCEMENT FEE $8.00 TOTAL: $0.00 763244 City Business License No. USPCL0013122 Policy Number PERMIT NO: ENC2022-0086 DATE ISSUED: 10/31/2022 EXPIRATION DATE: 10/31/2023 BY: AMY YU WORK INSPECTED BY*: PERMIT COMPLETION DATE*: APPLIED ON ETRAKIT Signature of Applicant or Agent (951)415-4568 Telephone No. (951)769-0647 Telephone No. *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 7ENERA L TRAFFIC CONTROL NOTES: 1. WHERE TRAFFIC CONTROL PLANS ARE EITHER REQUIRED, OR REQUESTED, BY THE CITY THEY SHALL BE DEVELOPED IN CONFORMANCE WITH PART 6,-CALIFORNIA MANUAL OF TEMPORARY TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) FOR STREETS AND HIGHWAYS, LATEST EDITION. 2. THE TRAFFIC CONTROL PLAN IS OFTEN THE MINIMUM TRAFFIC CONTROL BELIEVED TO BE NEEDED AT THE TIME OF PLAN PREPARATION. IN THE EVENT, ACTUAL PHYSICAL CONDITIONS WARRANT ADDITIONAL TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL INSTALL THE ADDITIONAL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART 6 OF THE CA MUTCD AND/OR AS DIRECTED BY THE CITY ENGINEER. 3. WHERE THE LOCATION OF A REQUIRED SIGN FALLS IN A DRIVEWAY, SIDEWALK, BRIDGE, ETC., OR WHERE THE VISIBILITY OF A SIGN IS LIMITED TO THE TRAVELING PUBLIC OR CAUSES SIGHT DISTANCE PROBLEMS, THE LOCATION IN THE FIELD SHALL BE ADJUSTED AS APPROVED BY THE CITY ENGINEER. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TRAFFIC CONTROL AT ALL TIMES. THIS APPLIES 24 HOURS A DAY FOR SEVEN (7) DAYS A WEEK; INCLUDING ALL NONWORKING HOURS AND IF THE WORK IS SUSPENDED FOR ANY REASON. AT A MINIMUM THE CONTRACTOR IS REQUIRED TO CHECK ON THE TRAFFIC CONTROL AT LEAST ONCE IN ANY 12-HOUR PERIOD. 5. THE CONTRACTOR IS REQUIRED TO REMOVE, RELOCATION OR COVER DURING CONSTRUCTION, AND THEN RESET OR UNCOVER UPON COMPLETION OF A PARTICULAR SECTION OF THE WORK, ANY CONFLICTING IN -PLACE ROADWAY SIGNS, AS NEEDED AND AS APPROVED/DIRECTED BY THE CITY ENGINEER. 6. DURING ALL PHASES OF WORK, NON -APPLICABLE PAVEMENT STRIPING OR MARKINGS SHALL BE REMOVED AND APPROPRIATE PAVEMENT STRIPING OR MARKINGS SHALL BE PLACED AS EXPEDITIOUSLY AS PRACTICAL, BUT IN ALL CASES, SHALL BE IN PLACE BY NIGHTFALL ON ALL ROADWAY CARRYING TRAFFIC. 7. ALL BLACK ON ORANGE CONSTRUCTION SIGNS SHALL BE FABRICATED USING TYPES IV, VII OR VIII FLUORESCENT ORANGE REFLECTIVE SHEETING MATERIAL FOR THE SIGN BACKGROUND. 8. NO EQUIPMENT OR MATERIAL SHALL BE PARKED OR STORED IN THE PUBLIC RIGHT-OF-WAY AT ANY TIME. 9. THE CONTRACTOR SHALL PLACE ALL ADVANCE WARNING SIGNS BEFORE PROCEEDING WITH THE WORK. SIGNS SHALL BE PLACED IN ORDER, IN THE DIRECTION OF TRAVEL, AND REMOVED IN REVERSE ORDER. 0 10. ALL VEHICLES, EQUIPMENT, PERSONNEL (EXCEPT FLAGGERS), AND THEIR ACTIVITIES ARE RESTRICTED AT ALL TIMES TO ONE SIDE OF THE PAVEMENT UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER. 11. THE CONTRACTOR MUST MAINTAIN AT LEAST ONE ACCESS TO BUSINESS AND RESIDENCES DURING CONSTRUCTION AT ALL TIMES. 12. ALL TRAFFIC CONTROL DEVICES THAT ARE NOT APPLICABLE AT ANY TIME SHALL BE COVERED OR REMOVED AS DIRECTED BY THE CITY ENGINEER. 13. THE CONTRACTOR SHALL MAKE PROVISIONS FOR THE SAFETY OF PEDESTRIAN AND BICYCLE TRAFFIC CROSSING THE WORK ZONES DURING CONSTRUCTION. 14. ALL SIGNS SHALL BE POST -MOUNTED IF THE WORK PERIOD EXCEEDS FIVE (5) CALENDAR DAYS, EXCEPT FOR THOSE SIGNS WHICH ARE MOUNTED ON BARRICADES. FOR REPEATED DAY OPERATIONS, SIGNS MAY BE MOUNTED ON TEMPORARY SUPPORTS AND REMOVED AT THE COMPLETION OF THE DAY'S OPERATIONS. 15. ANY QUANTITIES SHOWN FOR NUMBER OF TRAFFIC CONTROL DEVICES ON THIS PLAN ARE TO BE CONSIDERED THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AS NEEDED AND/OR AS DIRECTED BY THE CITY ENGINEER. 16. FOR DIVIDED HIGHWAYS, WITH MULTIPLE LANES OF TRAFFIC IN ONE DIRECTION, THE REQUIRED ADVANCE WARNING SIGNS SHALL BE POSTED ON BOTH THE RIGHT AND LEFT SIDES OF THE ROADWAY IN ONE DIRECTION. 17. TWO FLAGGERS MINIMUM, SOLELY DEDICATED TO TRAFFIC CONTROL, ARE REQUIRED ON ALL DAYS WHERE A MINIMUM OF 400 TONS OF BASE AND/OR ASPHALT CONCRETE (A.C.) ARE PLANNED TO BE PLACED ON A STREET THAT IS OPEN TO ANY PUBLIC TRAFFIC. 18. FLAGGERS ARE TO BE USED WHERE SHOWN ON THE PLANS, AS NEEDED, AND AS APPROVED/DIRECTED BY THE CITY ENGINEER. SIGNS FOR FLAGGERS SHALL BE PLACED AT THE APPROPRIATE TIME, AND SHALL BE COVERED OR REMOVED WHEN FLAGGERS ARE NOT ON DUTY AND DURING NON -WORKING HOURS. 19. FLAGGERS SHALL BE PROPERLY ATTIRED, EQUIPPED WITH STOP/SLOW PADDLES AND SHALL ALWAYS BE IN SIGHT OF EACH OTHER, OR BE EQUIPPED WITH DEVICES SO THAT THEY CAN BE IN DIRECT COMMUNICATION AT ALL TIMES. FLAGGER STATION LOCATIONS) MAY BE VARIED FROM THOSE SHOWN ON THE PLANS, BASED UPON ROADWAY ALIGNMENT AND CONDITIONS AT THE TIME OF WORK. I,lirl/I/lTTIrI/J1 SPUR DR/ VE .zo-1 � COVER TYPE IV(L) ARROW PAVEMENT MARKING PROP. DUCT BANK CROSSING— 4M G20-2 4 '7/� 12' MIN. 7 _1 C/ 0 cV 500' Know what's below. Cal 1811 before you dig. REVISIONS 11MARKI DATE I BY IAF DESIGNED BY: KM VED/RCE NO DATE: 9/22/2022 DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 a z cV O -1 d1l4t�S 1 G20-2 1I fi 7 -12' -MIN.- • C30(CA) • • ------ - II, _ • - • � - -- C30(CA)/R4-8a 12' MIN. 90' GAP APPROVED BY: CITY OF INDIO I APPROVED BY: DATE: -7(R) SIGN LEGEND: ROAD WORK AHEAD W20-1 48"X48" W11-1 30"X30" END ROAD WORK G20-2 36"X18" CLOSED AHEAD C20(CA)(R) 48"X48" SHARE BIKE THE LANE ROAD CLOSED W16-1 P SC11(CA)(BIKE) 18"X24" 30"X24" MIN. 650' MERGING TAPER (50MPH*13'OFFSET) 25' O/C DELINEATORS INSTALL FLASHING ARROW SIGN AS CLOSE TO BEGINNING OF TAPER AS POSSIBLE --------- • • • • CITY OF LA QUINTA COUNTY OF RIVERSIDE LA ORANGE WAY CITY OF LA QUINTA DATE: �o Q?,oFESS/j � � FS JOSEPy� Fm�, o� tiF No.69467 * Exp.6/30/24 sT CIVI\- �P �TF OF CA0 c)� W4-2(R) 48"X48" BIKE (LANE CLOSED AHEAD C20(CA)(BIKE) 48"X48" IDEWALK STOP 11 SCLOSED RIGHT LANE MUST R9-9 TURN RIGHT 131-1 24"X12" R3-7(R) 36"X36" 36"X36" LANE CLOSED C30(CA) 36"X36" W12-1 36"X36" KEEP LEFT R4-8a 24"X30" MIN. 134' SHOULDER TAPER (50MPH*8'OFFSET/3) 25' O/C DELINEATORS PHASE 1 LEGEND: TEMPORARY TRAFFIC CONTROL SIGN I TYPE III BARRICADE WITH SIGN I TYPE III BARRICADE • DELINEATOR • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLASHING ARROW SIGN (FAS) 250' 250' 500' 500' W1171 W16-1P C11(CA)(BIKE -- • �g ---- ----- F o y � o MONROE STREET (50 MPH) TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. IN 0. DATE CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 1 MONROE STREET AND MOUNTAIN SPUR DRIVE G20-2 r\ af N V I o 0 � U � Ole INSTALL ADDITIONAL SET OF ADVANCE WARNING SIGNS ON RAISED MEDIAN AS SPACE ALLOWS SCALE: 1 " = 40' 20 0 20 40 60 SHEET 1 OF 9 CONTRACT ACCOUNT DWG. N0. �1 NO TES.- SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. Know what's below. Cal1811 before you dig: REVISIONS —MARK1 DATE I BY AF MOUN TA IN SPUR DR/ VE 0 W20-1s °-'BCR �mmg ER 12' MIN. 50, �pE • C30(CA)/R3-2 C30(CMR3�-2\\ 12' MIN. i 0 N 500' DESIGNED BY: KM VED/RCE No DATE: 9/22/2022 DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 APPROVED BY: CITY OF INDIO C30(CA)/R4-7a SIGN LEGEND: ROAD WORK > ROADNWORK AHEAD G20-2 36"X18" W20-1 48"X48" 1111-- 12' MIN. 30(•) • 7C PROP. DUCT BANK CROSSING I APPROVED BY: DATE: CITY OF LA QUINTA LEFT CLAN CLOSED AHEAD C20(CA)(L) 48"X48" W4-2(L) 48"X48" LANE KEEP CLOSED L2j R4-7a C30(CA) 24"X30" 36"X36" INSTALL FLASHING ARROW SIGN AS CLOSE TO BEGINNING OF TAPER AS POSSIBLE MIN. 650' MERGING TAPER (50MPH*13'OFFSET) 25' O/C DELINEATORS F M mg - - ------------- A ---- ------------ • • • • • • • • • • • • • DATE: CITY OF LA QUINTA COUNTY OF RIVERSIDE LA ORANGE WA Y �o Q?,oFESS/j � FS 0EP/y Fm� o� tiF No.69467 * Exp.6/30/24 sT CIVIC- �P �TF OF CAQF Y ONR OE STREET (50 MPH) TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. N0. DATE CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 2 MONROE STREET AND MOUNTAIN SPUR DRIVE PHASE 2 LEGEND: TEMPORARY TRAFFIC CONTROL SIGN I TYPE III BARRICADE WITH SIGN I TYPE III BARRICADE • DELINEATOR • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLASHING ARROW SIGN (FAS) 500' 500' 500' *I* Ole *0 11 —110. �e �e *0 G20-2 INSTALL ADDITIONAL SET OF ADVANCE WARNING SIGNS ON RAISED MEDIAN AS SPACE ALLOWS SCALE: 1 " = 40' 20 0 20 40 60 SHEET 2 OF 9 CONTRACT ACCOUNT DWG. N0. 0 0 Y E a 0 N N O N N 0 0 J m Ln H N N O C O CD O O N CN 2-r CD O O I N N S U N O �1 SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. Know what's below. Cal1811 before you dig: REVISIONS —MARK1 DATE I BY AF DESIGNED BY: KM VED/RCE NO DATE: 9/22/2022 DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 NO TES.- G20-2 SIGN LEGEND: ROAD ONE LANE WORKIROADNWORK ROAD AHEAD G20-2 AHEA� 36"X18" W20-1 W20-4 48"X48" 48"X48" PHASE J BE LANE LEGEND: PREPARED CLOSED TO STOP TEMPORARY TRAFFIC CONTROL SIGN W1-7 W3-4 C30(CA) 48"X24" TYPE III BARRICADE WITH SIGN 48"X48" 36"X36" TYPE III BARRICADE j • DELINEATOR • • DELINEATOR TRACK LINE 0 STOP > r— DIRECTION OF TRAVEL 361X36 / �j WORK ZONE W3-1 36"X36" r FLAGGER PAINT TEMPORARY "STOP" PAVEMENT MARKING PER CALTRANS STANDARDS COVER TYPE IV(L) ARROW PAVEMENT MARKING • �� 12 MIN. • IC30(CA) C9A(CA) 48"X48" YOUN TA IN SPUR DR/ VE W20-1 7w 0 O N BCR � mm �15 �1S G20-2 W 1 =7 • 500' CITY OF LA QUINTA COUNTY OF RIVERSIDE I O cV 3 IWI • 4— INSTALL ADDITIONAL SET OF ADVANCE WARNING SIGNS ON RAISED MEDIAN AS SPACE ALLOWS • ro �-2 COVER TYPE IV(L) ARROW PROP. DUCT BANK CROSSING 0 o v PAVEMENT MARKING PAINT TEMPORARY STOP BAR PER CALTRANS STANDARDS LA ORANGE WA Y U MONROE STREET 50' S0' 500' 500' 250' 250' (50 MPH) APPROVED BY: CITY OF INDIO DATE: APPROVED BY: CITY OF LA QUINTA DATE: �o Q�oFESS/0 � FS 0EP/y Fm� o� tiF No.69467 * Exp.6/30/24 sT CIVIC- �P �TF OF CAQF TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. IN 0. DATE CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 3 MONROE STREET AND MOUNTAIN SPUR DRIVE SCALE: 1 " = 40' 20 0 20 40 60 SHEET 3 OF 9 CONTRACT ACCOUNT DWC. N0. 0 0 0 Y E a 0 N O N N 0 0 J m Ln H H C N N O C O CD O O N CN 2-r CD O O I N N S U N O �1 E Z .3 0 SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. INSTALL ADDITIONAL SET OF ADVANCE WARNING SIGNS ON RAISED MEDIAN AS SPACE ALLOWS I APPROVED BY: CITY OF LA QUINTA CITY OF INDIO NO TES.- G20-2 el I Y S1�P 04 U N m O U 04 1-1 U p N U 500' 500' 250' CAMINO DATE: MODEL 0 V 250' W11-1/W16-1 S1�P ff�BCR 0 O cV W20-1 COVER TYPE IV(L) ARROW PAVEMENT MARKING MIN. 134' SHOULDER TAPER (50MPH*8'OFFSET/3) 25' O/C DELINEATORS - • • • • • • - C11(CA)(BI 12' MIN. o2 CITY -OF INDI • • • A) W to CITY OF LA QUINTA W12-1 Gi MIN. • —t - -� - - - - - -90 _ -[0 • = • C30(CA)ItR MIN. 650' MERGING TAPER (50MPH*13'OFFSET) 25' O/C DELINEATORS SIGN LEGEND.. MIN. 300' SHIFTING TAPER (50MPH*12'OFFSET/2) 25' O/C DELINEATORS 52ND A VENUE (50 MPH) MONROE STREET s (50 MPH) G20-2 � f �A] llGt ti� d,B d:CdVl MIN. 650' MERGING TAPER (50MPH*13'OFFSET) 25' O/C DELINEATORS COVER TYPE IV(L) ARROW PAVEMENT MARKING Itz _ w 12' MIN. w o o (N ao J a O V 12' MIN. CITY OF INDIO R4-7a "' • f • • • _ 12' 12' MIN. _ 12 MIN. c CITY OF LA QUINTA Is C30(CA) • C30(CA) S10P*� *R1 1 40 R3-7(R) -C-4 l j1-1w < o 0 G20-2 z � or W20-1 Of 0 g LL- • u- O O Z U O U PROP. DUCT BANK CROSSING INSTALL FLASHING ARROW SIGN AS CLOSE TO BEGINNING OF TAPER AS POSSIBLE 52ND AVENUE (55 MPH) MIN. 330' SHIFTING TAPER (55MPH*12'OFFSET/2) 27' O/C DELINEATORS LEGEND:. TEMPORARY TRAFFIC CONTROL SIGN I TYPE III BARRICADE WITH SIGN I TYPE III BARRICADE • DELINEATOR • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLASHING ARROW SIGN (FAS) 500' i N • AD- • CITY OF INDIO � CITY OF LA QUINTA I G20-2 ROAD RIGHTLANE BIKE LANE LANE 0�� SHARE BIKE LANE RIGHT LANE KEEP APPROVED BY: DATE: WORK ROAD"WORK CLOSED CLOSED CLOSED MUST STOP ROAD AHEAD G20-2 AHEAD AHEAD CLOSED TURN RIGHT RIGHT 36 X18 W16-1 P SC11(CA)(BIKE) R3-7(R) R4-7a 6"X3 » R1-1 18"X24" 30"X24" 36"X36" 36 X36 48"X48" • W20-1 C20(CA)(R) W4-2(R) C20(CA)(BIKE) C30(CA) W11-1 W12-1 24 X30 48"X48" 48"X48" 48"X48" 48"X48" 36"X36" 30"X30" 36"X36" SCALE: 1 " = 40' 20 0 20 40 60 0 N 0 0 Y E O N N O N N U O 0 J m U H Ln 0 o O O N N 2 CD O 0 N N U N O �1 SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. Know what's below. Cal 1811 before you dig: REVISIONS MARKI DATE7 BY 17 G20-2 DESIGNED BY: KM VED/RCE No DATE: 9/22/2022 DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 NO TES.- SIGN LEGEND: ROAD WORK > ROADNWORK AHEAD G20-2 36"X18" W20-1 48"X48" MONROE STREET "PHASE PHASE 5 DETOUR DETAIL W20-1 • (50 MPH) G20-2 'l lit t LBCR ' dOIS dOIS dOIS I V O m N 500' CI OF INDIO CI F LA QUINTA G20-2 u 12' MIN. • • •------------- I C30(CA)/R3-2 I C30(CA)/R3-2 12' MIN. BCR O t O W20-1 • PROP. DUCT BANK CROSSING 3 6 2 6 4 F 1 6 0 S 52ND AVE 1 Z W 2 6 oN W Z oN AVE 53 1 3 6 —67 5 6 AVE 54 APPROVED BY: PHASE 5 DETOUR DETAIL CITY OF INDIO DATE: APPROVED BY: CITY OF LA QUINTA DATE: LEFT CLAN CLOSED AHEAD C20(CA)(L) 48"X48" CCIF: >>/ W4-2(L) 48"X48" 52ND A VENUE (55 MPH) DETOUR SIGN LEGEND: ❑1 W20-2 �2 DETOUR DETOUR AHEAD 48"X48" M 4— 9L 30"X24" �o Q�oFESS/0 � FS 0EP/y Fm� o� tiF No.69467 * Exp.6/30/24 sT CIVIC- �P �TF OF CAQF C30(CA) 36"X36" MIN. 660' MERGING TAPER (55MPH*12'OFFSET) 27' O/C DELINEATORS a DETOUR M4-10(L) 48"X18" CITY OF INDIO� COUNTY OF RIVERSIDE ® o El ODETOUR11 END SB MONROE ST DETOUR CUSTOM SUPPLEMENTARY SIGN SC3(CA) M4-8a PLACED ABOVE DETOUR SIGN 36"X12" 24"X18" BLACK LEGEND ON ORANGE BACKGROUND 36"X12" TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. IN 0. DATE CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 5 52ND AVENUE AND MONROE STREET PHASE 5 LEGEND: TEMPORARY TRAFFIC CONTROL SIGN I TYPE III BARRICADE WITH SIGN I TYPE III BARRICADE • DELINEATOR • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLASHING ARROW SIGN (FAS) 500' 500' 500' G20-2 *0 SCALE: 1 " = 40' 20 0 20 40 60 SHEET 5 OF 9 CONTRACT ACCOUNT DWC. N0. 0 N 0 0 Y E co 0 I N N O N N 0 0 0 J 3 m U H H Ln N 2 o 0 0 N CN CD 0 0 I N N I 0 U .o E Z .3 0 SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. Know what's below. Cal1811 before you dig: REVISIONS 11 —MARKI DATE I BY AF DESIGNED BY: KM VED/RCE NO DATE: 9/22/2022 DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 NO TES.- APPROVED BY: SIGN LEGEND: ROAD <!R-1-GHTILAN WORKIROADNWORK CLOSED AHEAD 360 �$ AHEAD " M ONR OE STREET (50 A4PH) G20-2 gL�a a�ft�ll. J d:L Id.!i d;L G20-2 I U C) m CV 500' G20-2 t W20-1 C20(CA)(R) 48"X48" 48"X48" PROP. DUCT BANK CROSSING W4-2(R) 48"X48" - - - - - - - C30(CA) I C30(CA 12' MIN. CIl I ' BCR O C) W20-1 • MIN. 880' MERGING TAPER (55MPH*16'OFFSET) 97' n 1r. IIFI INFAT(1RC 52ND AVENUE (55 MPH) LANE N, Duo SHARE CLOSED STOP C� THE c� ROAD R1-1 W16-1P 36"X36" 18"X24" C30(CA) W11-1 36"X36" 30"X30" MIN. 880' MERGING TAPER (55MPH*16'OFFSET) 27' O/C DELINEATORS CITY OF INDIO Y OF LA QUID MIN. 110' MERGING TAPER (55MPH*6'OFFSET/3) /\-79 A /^ mrl IAIrA-r rin 250' BIKE LANE CLOSED SC1 1 (CA)(BIKE) 30"X24" Q tz LA_I J U-1 4. w En Li.j z J � U Q 250' 500' 500' UJ Y_ m INSTALL FLASHING ARROW SIGN AS CLOSE TO BEGINNING OF TAPER AS POSSIBLE Ca JIC:41 C11(CA)(BIKE 00 00 _ CITY OF INDIO CITY OF LA QUINTA L e)A II) A 1 /rA I /r CITY OF INDIO DATE: APPROVED BY: CITY OF LA QUINTA DATE: ✓L/VL.l /`1 VL/VVL (55 MPH) �o Q?,oFESS/j � FS 0EP/y Fm� o� tiF No.69467 * Exp.6/30/24 sT CIVIC- �P �TF OF CAQF TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. IN 0. DATE G20-2 CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 6 52ND AVENUE AND MONROE STREET PHASE 6 LEGEND: TEMPORARY TRAFFIC CONTROL SIGN I TYPE III BARRICADE WITH SIGN I TYPE III BARRICADE • DELINEATOR • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLASHING ARROW SIGN (FAS) SCALE: 1 " = 40' 20 0 20 40 60 SHEET 6 OF 9 CONTRACT ACCOUNT DWC. N0. m Ln N N 2 o CD 0 0 N N 0 / 0 0 N N I S 0 U N .o E Z .3 0 7ENERAL TRAFFIC CONTROL NOTES.- SIGN LEGEND. PHASE 7 SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. ROAD SHOULDER KEEP SHARE BIKE LEGEND: WORK11ROAD"WORK SHOULDER WORK STOP el' THE LANE AHEAD c20-2 R CLOSED AHEAD LEA ROAD CLOSED TEMPORARY TRAFFIC CONTROL SIGN 36"X18" R1-1 R4-8a W16-1 PSC11(CA)(BIKE) W20-1 C30A(CA) C24(CA) 48"X48" 24"X30" W11-1 18 X24, 30"X24" I TYPE III BARRICADE WITH SIGN 48"X48" 48"X48" 48"X48" 30"X30" I TYPE III BARRICADE DELINEATOR Know what's below. Cal1811 before you dig: REVISIONS 11 —MARKI DATE I BY AF DESIGNED BY: KM VED/RCE NO DATE: 9/22/2022 DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 APPROVED BY: G20-2 CITY OF INDIO CITY OF LA QUINTA CITY OF INDIO 11 I U o m CV 500' DATE: IV ONR OE STREET . (50 MPH) G20-2 W20_ 1 11 l l► t t ; I h MIN. 138' SHIFTING TAPER MIN. 110' SHOULDER TAPER (55MPH*5'OFFS ET/2) (55MPH*6'OFFS ET/3) 250' 250' 500' 27' O/C DELINEATORS 27' O/C DELINEATORS t 41 PROP. DUCT BANK CROSSING w FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA m DURING WORKING HOURS. CROSSWALK AND PEDESTRIAN d�1S dOIS dOIS RAMP TO BE OPEN AFTER WORKING HOURS. CL i I O cD U 00 R1-1 I£30A(C ------------- 4-- 12' MIN. o o � O o S1�P 52ND A VENUE BCR (55 MPH O O l 1 t U' W z N W20-1 G20-2 C)r > W g U- U- O 0 Z U O U APPROVED BY: CITY OF LA QUINTA DATE: 11(CA)(BIK CITY OF INDIO 1UNTY OF RIVERSIDE M69467/: TJW ENGINEERING, INC. Trans ortation PlanninTraffic rl Consultants p 99841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 * Exp.6/30/24 * ,w, nn ,, www.tj'wengineering.com s9 F OF VA\ F° �P �1... h 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. N0. DATE CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 7 MONROE STREET AND 52ND AVENUE • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLAGGER SCALE: 1 " = 40' 20 0 20 40 60 SHEET 7 OF 9 CONTRACT ACCOUNT DWG. N0. 0 Y T E O N N O N N U O N 0- CD J m Ln N N O c o O N CN r O O I N N 0 U N O �1 E z .3 0 SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. W20-1 • 0 0 BCR G20-2 CITY OF LA QUINTA COUNTY OF RIVERSIDE i li� 500' 500' Know what's below. Call 811 before you dig. MIN. NO TES.- 52ND A VENUE (50 MPH) G20-2 Ir 4 t t I dOIS dOIS dO1S g Z UU- 0 o U U PROP. DUCT BANK �R�OSSING----- CA)/R4-7a SEE "PHASE 8 DETOUR �Al 4-- 12' MIN. Ink Aw— o I C30(CA)/R3-2 SOP S10P S10P MIN. 75' SHIFTING TAPER t t BCR (50MPH*3'OFFSET/2) 25' O/C DELINEATORS N 00 o o ? > o W20-1 cV } CD C) I— • U REVISIONS DESIGNED BY: KM MARK DATE BY APPROVED/RCE NO DATE: 9/22/2022 DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 12' MIN. SIGN LEGEND: PHASE 8 ROAD " LEFT PLANE LANE KEEP LEGEND: WORK ROADWORK CLOSED o CLOSED SIDEWALKLEFT AHEAD G20-2 AHEAD o R9-9 EL TEMPORARY TRAFFIC CONTROL SIGN 36"X18" R3-2 24"X12" R4-7a W20-1 C20(CA)(L) 36"X36" 24"X30" I TYPE III BARRICADE WITH SIGN W4-2(L) C30(CA) 48"X48" 48"X48" 48"X48" 36"X36" I TYPE III BARRICADE • DELINEATOR • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLASHING ARROW SIGN (FAS) FLAGGER I•— •- •- 0 •- • C30(CA)/R3-2 C30(CA) I C30(CA)/R3-2 FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA b DURING WORKING HOURS. CROSSWALK AND PEDESTRIAN � RAMP TO BE OPEN AFTER WORKING HOURS. S 1 6 0 O LO 4 76 52ND AVE 5 6 1 2 F61 -67 t l 3 6 -67 N AVE 53 z z N (� Y � N U 2 6 3 0 0 W e z 0 AVE 54 APPROVED BY: PHASE 8 DETOUR DETAIL CITY OF INDIO I APPROVED BY: DATE: CITY OF LA QUINTA DATE: MIN. 650' MERGING TAPER (50MPH*13'OFFSET) 500' 25' O/C DELINEATORS 0 MONROE STREET (50 MPH) DETOUR SIGN LEGEND:. ❑1 W20-2 �2 ❑3 ® ❑5 El DETOUR DETOUR /� END EB 52ND AVE AHEAD DETOUR DETOUR DETOUR CUSTOM SUPPLEMENTARY SIGN M4-1O(L) SC3(CA) M4-8a PLACED ABOVE DETOUR SIGN M4-9L 24"X18" BLACK LEGEND ON ORANGE BACKGROUND 48 X48 30"X24" 48 X18 36" X12 36"X12" �o Q?,oFESS/j � FS 0EP,y� Fm� o� tiF No.69467 * Exp.6/30/24 s� CIVIC �TFOF CAQ (�� TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. IN 0. DATE POL 0 ROAD -. I • G20-2 W20-1 1 -71 �• CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 8 MONROE STREET AND 52ND AVENUE G20-2 500' 500' z U UI 0• 0• SCALE: 1 " = 40' 20 0 20 40 60 SHEET 8 OF 9 CONTRACT ACCOUNT DWG. N0. 0 0 Y T 0 N N 0 N N 0 -o 0- CD 0 J m Ln H N U c o 0 N N _ 0 0 N N 0 U �o 7ENERAL TRAFFIC CONTROL NOTES.- SIGN LEGEND: SEE SHEET 1 FOR GENERAL TRAFFIC CONTROL NOTES. ROAD LEFT PLANE LANE WORKIROAD"WORK CLOSED o CLOSED CLOSED K STOP AHEAD G20-2 AHEAD o R9-9 36"X18" R3-2 24"X12" R1-1 36"X36" 48"X48" W20-1 C20(CA)(L) W4-2(L) C30(CA) 48"X48" 48"X48" 48"X48" 36"X36" W20-1 • 0 0 BCR G20-2 52ND A VENUE (50 MPH) G20-2 S L O? o PROP. DUCT BANK CROSSING 30(CA)/R1-1 I C30(CA) U U0 0— • - • •- �— -� • 4-- 12' MIN. CITY OF LA QUINTA W o _(r r 2 COUNTY OF RIVERSIDE o I U °° SOP S10P S10P I Cb I - I / 500' 7jF N o Uj o z 'N ? > o W20-1 v O • U rn BCR 0 0 MIN. 650' MERGING TAPER (50MPH*13'OFFSET) 25' O/C DELINEATORS INSTALL FLASHING ARROW SIGN AS CLOSE TO BEGINNING OF TAPER AS POSSIBLE EDO o W O Q Cl� MONROE S TREE T (50 MPH) SC1 1 (CA)(BIKE) 250' A PHASE 9 LEGEND: TEMPORARY TRAFFIC CONTROL SIGN I TYPE III BARRICADE WITH SIGN I TYPE III BARRICADE • DELINEATOR • • DELINEATOR TRACK LINE DIRECTION OF TRAVEL WORK ZONE FLASHING ARROW SIGN (FAS) MIN. 84' SHOULDER TAPER (50MPH*5'OFFSET/3) 25' O/C DELINEATORS w Y_ m POL 0 ROAD O • G20-2 C14 W20-17f, W11-1/W16-1P • -19 G20-2 250' 500' 500' N I 3 m Ln H H C N N O C O CD O O N CN 2-r !r CD O O I N N S !Y U N O �1 Know what's below. Call 811 before you dig. SCALE: 1 " = 40' 20 0 20 40 60 REVISIONS DESIGNED DATE: BY: KM 9/22/2022 CITY OF INDIO APPROVED BY: DATE: CITY OF LA QUINTA APPROVED BY: DATE: QPOFESS/j �Q�O PS JOSEP,y Fm� w o ti� m No.69467 * Exp.6/30/24 * �'a CIVIC �P F of cA F°Q TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com �--- 69467 9/26/22 SIGNATURE: THOMAS J. WHEAT, P.E. R.C.E. IN 0. DATE CITY OF LA QUINTA TEMPORARY TRAFFIC CONTROL PLANS PHASE 9 MONROE STREET AND 52ND AVENUE SHEET 9 OF 9 CONTRACT ACCOUNT DWG. N0. MARK DATE BY APPROVED/RCE NO DRAWN BY: KM DATE: 9/22/2022 CHECKED BY: TJW DATE: 9/26/2022 CUSTOMER CONDUIT NOTES: A36INSTALL 3-6" CND SCH.40 PVC PER SHOWN LENGTH. P (REFER TO SHEETS 10-11,108-109, 111-114, 116-119 OF THE D.E.P.G. REV. 5.21 2020) 66 INSTALL 6-6" CND SCH.40 PVC PER SHOWN LENGTH. P (REFER TO SHEETS 10-11,108-109, 111-114, 116-119 OF THE D.E.P.G. REV. 5.21 2020) STUB OUT MARKER DETAIL REFER TO SHEETS 121 & 122 OF THE D.E.P.G. REV. 5.21 2020 CUSTOMER TRENCH DETAILS I = 5-9 PRI. DUCT CONC. ENCASED E E REFER TO SHEETS 113 & 119 OF THE D.E.P.G. REV. 5.21 2020 1�1 G G 0 11D STRUCTURES NOT TO SCALE COMPACTION BACK FILL MULTI PRI. DUCT REFER TO SHEETS 113 & 119 OF THE D.E.P.G. REV. 5.21 2020 CUSTOMER STRUCTURE DETAILS: SUBSTRUCTURE LARGE VAULT EQUIPMENT ENCLOSURE REFER TO SHEETS REFER TO SHEETS 178-179, 211-212 OF THE D.E.P.G. REV. 5.21 2020 CAUTION: ENERGIZED STRUCTURES & CABLE VAULT: UN1244160V LOOKING: NORTH VAULT: UN1223729V LOOKING: EAST VAULT: UN 1244159V LOOKING: NORTH VAULT: UN1115301S LOOKING: EAST PROJECT SITE geabiscuit Way G3 Thoroughbred Trail 52-nd Ave 52 AVE. & MONROE ST. -a Rosa Ranch , SPUR DR. Ca i}raage40ay A �n J c�Lf� IID 9/61a���. 1 I SCALE:1:80 T.6, R.7, SEC.11 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2022-0086 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. ENC2022-0086 Capistrano TM 31910/ Install Dry Utilities / Monroe St and Ave 52 (For Work Within City of La Quinta Only) 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 is responsible for obtaining a valid separate permit from other City, or County jurisdictions if any of the work or traffic control devices extend into other City, or County right of way. 4. The permittee must compact any disturbed soil within the paved right of way back to its original condition or compact to a minimum density of 95% based on ASTM D1557 and be placed while the soil is at +/- 2% of optimum moisture, which ever compacting effort produces the greatest density. 5. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent. Temporary (Cold Patch) is not acceptable as an approved asphalt mix. The asphalt shall have a thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or greater based on maximum density obtained by the ASTM Marshall Mix Design Method. 6. D R Horton (Mario Ornelas) and/or TBU, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 8. 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. 9. 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 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 (ie any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 4 PERMIT NO. ENC2022-0086 Capistrano TM 31910/ Install Dry Utilities / Monroe St and Ave 52 (For Work Within City of La Quinta Only) 10. The permittee shall block off the work area to prevent access and provide alternate pathways if applicable. 11. 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. 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. 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. 14. 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 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. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. 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. 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. Special Conditions Page 2 of 4 PERMIT NO. ENC2022-0086 Capistrano TM 31910/ Install Dry Utilities / Monroe St and Ave 52 (For Work Within City of La Quinta Only) 17. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random pothole backfill compaction and testing if requested by the inspector. 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. 18. 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. 19. 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 20. 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. 21. 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. 22. 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. 23. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 24. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 3 of 4 PERMIT NO. ENC2022-0086 Capistrano TM 31910/ Install Dry Utilities / Monroe St and Ave 52 (For Work Within City of La Quinta Only) 25. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 26. 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. 27. 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. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. 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. 30. 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 party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 4 of 4 / A� " CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 09/14/2022 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(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Anthony Katzdorn NAME: Michael Ehrenfeld Company Insurance Agents aCC Ext : (619) 683-9990 A/XC, No): (619) 683-9999 E-MAIL akatzdorn@ehrenfeldinsurance.com ADDRESS: An Acrisure Agency CA OK07568 INSURER(S) AFFORDING COVERAGE NAIC # 2655 Camino Del Rio North #200 INSURERA: Upland Specialty Insurance Company 16988 San Diego CA 92108 INSURED INSURER B : United States Fire Insurance Company 21113 INSURER C : Starstone Specialty Insurance Co 44776 TBU, INC. INSURER D : Redwood Fire & Casualty Company 11673 244 Maple Ave. Ste T INSURER E : Colony Insurance Company 39993 INSURER F : Beaumont CA 92223 COVERAGES CERTIFICATE NUMBER: 22-23 ALL LINES REVISION NUMBER: 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 INSURANCEADDLSUBR INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 �X OCCUR DAMAGE TO PREM SES Ea oNcRETE ante $ 100,000 _7CLAIMS-MADE MED EXP (Any one person) $ EXCLUDED PERSONAL &ADV INJURY $ 1,000,000 A Y USPCLOO13122 09/13/2022 09/13/2023 LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO ❑ LOC JECT: MOTHER PRODUCTS-COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANYAUTO B OWNED SCHEDULED AUTOS ONLY AUTOS 1337526765 09/13/2022 09/13/2023 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED HNON-OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 X AGGREGATE $ 4,000,000 C EXCESS LAB CLAIMS -MADE 87113X222ALI 09/13/2022 09/13/2023 DED I I RETENTION $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/ N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) NIA Y TBWC326230 03/24/2022 03/24/2023 X1 STATUTE ERER H 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 1,000,000 $ E Leased Rented Equipment Installation Floater IM255048-4 09/13/2022 09/13/2023 Limit/ACV $100,000 Limit/ACV $50,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) [Job #: Job Type: Capistrano - Encroachment Permit] City of La Quinta is included as additional insured on a primary & non-contributory basis with waivers of subrogation as indicated above. Attached endorsements only apply as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of La Quinta ACCORDANCE WITH THE POLICY PROVISIONS. 78-495 Calle Tampico AUTHORIZED REPRESENTATIVE La Quinta CA 92253 % A Z1tiC/q @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: USPCL0013122 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any person or organization when you have agreed in a All locations and completed operations for which you written and executed contract, prior to an "occurrence", have agreed in a written and executed contract prior that such person or organization be added as an to an "occurrence." additional insured on your policy. 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 "bodily injury", "property damage" or "personal and advertising injury" 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 for the additional insured(s) at the location(s) designated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or However: 2. That portion of "your work" out of which the injury or damage arises has been put to its 1. The insurance afforded to such additional intended use by any person or organization insured only applies to the extent permitted by other than another contractor or subcontractor law; and engaged in performing operations for a 2. If coverage provided to the additional insured is principal as a part of the same project. required by a contract or agreement, the insurance afforded 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. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 C. With respect to the insurance afforded to these 2. Available under the applicable limits of additional insureds, the following is added to insurance; Section III — Limits Of Insurance: whichever is less. If coverage provided to the additional insured is This endorsement shall not increase the required by a contract or agreement, the most we applicable limits of insurance. will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 POLICY NUMBER: USPCL0013122 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Any person or organization when you have agreed in a written and executed contract, prior to an `occurrence", that such person or organization be added as an additional insured on your policy. All locations and completed operations for which you have agreed in a written and executed contract prior to an "occurrence." 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 "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". 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 afforded 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. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: USPCL0013122 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization you have agreed in a written and executed contract, prior to an "occurrence", that you would provide such person or organization a waiver of transfer of rights of recovery against others to us on your policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: USPCL0013122 CL00160721 PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other Commercial General Liability insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other Commercial General Liability insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other Commercial General Liability insurance available to the additional insured. CL00160721 Policy Number: USPCL0013122 CL00070721 DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT - SUBJECT TO A MAXIMUM AGGREGATE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): All construction projects for which you have agreed in writing in a contract, prior to an occurrence that causes "bodily injury", "property damage" or "personal and advertising injury", to provide project specific limits. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard", and for medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Limit. 5. All payments under this endorsement are subject to a Maximum Aggregate Limit of: $5,000,000 The Maximum Aggregate Limit is the most we will pay under this endorsement regardless of the number of Designated Construction Project General Aggregate Limits. CL 00 07 07 21 1 of 2 B. For all sums which the insured becomes legally C. obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under Coverage A for damages or under Coverage C for medical D. expenses shall reduce the amount available under the General Aggregate Limit or the Products -completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III — Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. CL00070721 2of2 ❑ WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC990410C (Ed. 01-19) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA BLANKET BASIS 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.) The additional premium for this endorsement shall be calculated by applying a factor of 2% to the total manual premium, with a minimum initial charge of $350, then applying all other pricing factors for the policy to this calculated charge to derive the final cost of this endorsement. This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule Blanket Waiver Person/Organization Blanket Waiver — Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. Job Description Waiver Premium (prior to adjustments) All CA Operations 4197.00 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective: 03/24/2022 PolicyNo.: TBWC326230 Endorsement No.: Insured: Premium $ Insurance Company: Redwood Fire and Casualty Ins Co Countersigned by WC990410C (Ed. 01-19)