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ENC2024-0047CALIFORNIA 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: 05/06/2024 LOCATION OF CONSTRUCTION: Avenue 48 in between Dune Palms Rd and Jefferson St PURPOSE OF CONSTRUCTION: Air/vac pothole existing utilities to verify open locations for traffic and sign poles DESCRIPTION OF CONSTRUCTION: For City Project 2020-08: Arts and Music Line; Potholing existing utilities for design APPROXIMATE TIME WHEN WORK WILL BEGIN: 05/10/2024 DATE OF COMPLETION: 06/10/2024 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. Ultra Engineering Contractors, Inc. Jeremy Marginson Name of Applicant 36806 Pebley Court, Winchester, CA 92596 Business Address Ultra Engineering Contractors Inc 36806 PEBLEY COURT, WINCHESTER, CA 92596 Name of Contractor 971768 Business Address Contractor's License No. Scottsdale Insurance Comp Applicant's Insurance Company FEES TOTAL: LIC-770408 City Business License No. BCS2000599 Policy Number PERMIT NO: ENC2024-0047 (858) 414-4134 Telephone No. (951) 223-3552 Telephone No. DATE ISSUED: 05/09/2024 EXPIRATION DATE: 05/09/2025 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. California Temporary Traffic Control Handbook California Temporary Traffic Control Handbook (CATTCH) - QUICK REFERENCE TABLE Minimum Taper length 1 Minimum # of Channelizer Devices (Canes, Tubular Markers, etc.) Maximum WIDTH OF LANE OFFSET IN FEET channeiizer MPH ShiftFramNormalLaneWidthDueToWorkZone Spacing {FT.} 5 6 7 a 9 10 11 12 13 14 1 15 16 17 18 2D 20 33 4D 47 53 60 67 73 80 87 93 10D 1D7 113 12D 3 3 4 4 4 5 5 5 6 6 6 7 7 7 25 25 52 63 73 83 94 104 115 125 135 146 156 167 177 188 __ a 4 4 4 5 5 6 6 6 7 7 8 8 9 9 = C7 3D 30 75 90 105 120 135 150 165 180 195 21D 225 240 255 27D o 4 4 5 5 6 6 7 7 8 8 9 9 1G 1G s N = 3 35 35 102 123 143 163 184 204 225 245 265 286 306 327 347 368 d s° 4 5 6 6 7 7 8 8 9 10 10 11 11 12 2 4D 40 133 160 187 213 240 267 293 320 347 373 40D 427 453 48D p J 5 5 6 7 7 8 9 9 10 11 11 12 13 13 45 45 225 27G 315 360 405 450 495 540 585 63D 675 720 765 810 A = 6 7 8 9 10 11 12 13 14 15 16 17 18 19 _ 5D 50 250 3011 350 400 450 5D0 550 6G0 650 70D 75D 8G0 85D g00 = c 6 7 8 9 1G 11 12 13 14 15 16 17 18 19 [] 55 55 275 33G 385 440 495 55G 605 66G 715 770 825 88G 935 990 o E 6 7 8 9 10 11 12 13 14 15 16 17 18 19 E 6D 60 300 360 420 480 540 600 660 720 780 84D 900 960 1020 108G 6 7 8 9 10 11 12 13 14 15 16 17 18 19_ 65 65 325 39G 455 520 585 65G 715 780 845 91D 975 1G4G 1105 117G c 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Temporary Traffic Control Elements f 4ZoneA: 1. Advance Warning Area -Traffic is informed of what to expect. 2. Transition Area - Where traffic is diverted out of it's normal path (See above chart) 3. Activity Area is where work takes place - Work Space/Traffic SpaceJBuffer Space 4. Termination Area- Where traffic is returned to normal driving path_ Table A: ADVANCE WARNING SIGN SPACING Road Type Distance Between Signs (ft) A 13 C Urban -25 mph or less 100 100 100 Urban - 3D mph to 40 mph 250 250 250 Urban - more than 4G mph 350 350 350 Rural 500 500 50D Expressway/Freeway 1000 1500 2640 TTC Sign Recommendations: 45 mph or greater = 48" Sign 40 mph or less = 36" Sign Table C: FOR LENGTHS NOT SHOWN ABOVE L= (WxS z)160 for 40 mph or less L = WxS for 45 mph or more L = Minimum Length of Taper (feet) W = Width of Offset (feet) S = Speed Limit (mph) Table B: Taper Length Criteria for Temporary Traffic Control Zones Type of Tapers: Taper Lengths: 1_ Merging Taper L Minimum 2_ Shifting Taper 112 L Minimum 3_ ShoulderTaper 113 LMinimum 4_ One -Lane, Two -Way Traffic Taper 5 G-ft M in/1 GG-ft Max 5. Downstream Taper 50-ft M in/1 GG-ft M ax per lane 33 G20-2 (OPTIONAL) 0 IN W20-1 LEGEND i C20(CA) CURB OR E.P. W4-2R W11-1/W16-1 50' MIN. C B _I_ A 3EE TABLE A ' SEE TABLE A ' SEE TABLE A 1=1 TYPE III BARRICADE W/SIGN 1-1 TYPE III BARRICADE W/O SIGN >—C TYPE 11 BARRICADE W/SIGN C TYPE 11 BARRICADE W/O SIGN CHANNELIZING DEVICE — SEE TABLE F FOR SPACING TRAFFIC CONE WITH CLIP ON SIGN T SIGN OSIGNALIZED INTERSECTION [FAS] ARROW PANEL (FLASHING ARROW) HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL) FLAGGER TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) TANSAT TOW AWAY NO STOPPING ANY TIME ® WORK ZONE (ACTIVITY AREA) LIMITS DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) OROADWAY DESIGNATION A SEE TABLE A W20-1 (OPTIONAL) G20-2 CURB OR E.P. 48 HRS PRIOR TO COMMENCING WORK (IF REQUIRED) 50' MIN. DOWNSTREAM MERGING TAPER L _ BUFFER SPACE WORK AREA _ TAPER SEE TABLE B r 50' MIN. OR T r 50' MIN. TABLE D 100' MAX. ❑1 RIGHT LANE ROAD LANE CLOSED WORK CLOSED AHEAD AHEAD > < W20-5 W20-1 C30(CA) SHARE INTERCHANGEABLE WITH THE C20(CA) ROAD DATES OF TEMPORARY NO PARKING ZONE W11-1/W16-1 END (USE IF APPLICABLE. ROAD WORK SEE DWG NO. 49 G20-2 � FOR DETAILS) WORKSITE TRAFFIC CONTR( W4-2R SINGLE LANE CLOSURE (RIGHT LANE) INDICATE NORTH WITH A "N" DATE Ic AND AN ARROW POINT NOT TO SCALE G20-2 W20-1 W20-5 W4-2R W11-1/W16-1 50' MIN. C B A SEE TABLE A SEE TABLE A SEE TABLE A LEGEND 1=1 TYPE III BARRICADE W/SIGN 1-I TYPE III BARRICADE W/O SIGN >-C TYPE II BARRICADE W/SIGN )--C TYPE II BARRICADE W/O SIGN CHANNELIZING DEVICE - SEE TABLE F FOR SPACING 7W T O TANS TRAFFIC CONE WITH CLIP ON SIGN SIGN SIGNALIZED INTERSECTION [FAS] ARROW PANEL (FLASHING ARROW) HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL) FLAGGER TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) TANSAT TOW AWAY NO STOPPING ANY TIME ® WORK ZONE (ACTIVITY AREA) LIMITS DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) OROADWAY DESIGNATION D W20-1 T ¢ 1 1 w 1 1 J ¢ Q w w cn CURB OR E.P. f F S R3-7R R3-7R 48-72 HRS PRIOR TO COMMENCING WORK (IF REQUIRED) MERGING TAPER L I 100' MIN. GAP I _ A SEE TABLE B r BETWEEN CHANNELIZERS' SEE TABLE A G20-2 (OPTIONAL) G20-2 (OPTIONAL) i W20-1 y f z f 0 f i IUFASI G20-2 R10-11 48-72 HRS PRIOR TO COMMENCING WORK ¢ (IF REQUIRED) w 50' MIN. J ¢ < DOWNSTREAM 1 1 N WORK AREA TAPER A 1 1 50' MIN. / SEE TABLE A JL 100' MAX. l RIGHT LAN ROAD LANE CLOSED AHEAD AD CLOSED i AHEAD ■ > < W20-5 W20-1 C30(CA) W4-2R INTERCHANGEABLE WITH C20(CA) NO RIGHT LANE TURN MUST ON RED TURN RIGHT • G20-2 R10-11 R3-7R SHARE THE ROAD W11-1 /W16-1 INDICATE NORTH WITH A "N" AND AN ARROW POINT NOT TO SCALE DATES OF TEMPORARY NO PARKING ZONE 0 R/W / I I I I�Co a. 2 a_ w w � R/W 39' FROM Ex. POTHOLE #2 POTHOLE #1 fo — fo — — — fo — fo — — fo _ . + F % I I SIGNAL POLE STA 63+59.6, 67.3'L STA 62 32, 54.3 L� , �_ _----_—__ — —1 — o DIAMETER= 6', DEPTH 13' DIAMETER= 6', DEPTH= 14' / i� ® — — — — — �� ��; '{/ �� WIDTH= 0.5.. WIDTH= 0.5" /� cu I � � r 4.5' FROM EX. - — SIGNAL POLE x °° cs fi L i -r Ld LA — — — EX CAT�FIRE HYDRANT E C / - - = EX CA V I I— - - 8.4'FROM EX.`�G_ - L— \° - ❑,\\ � �° Y FIB F❑ - - w - - EX CATV- 1� �� - - fo - - fo - - fo %L T I �1 X I X I `��� fo — �A to — — To — — oF� r- - - - EX 18"W - _ A 8"W - - - - - - 18"�✓ - - - - - - EX 18"W - - IRR - IRR 9.5' FROM EX. - ��`� IRR - - - - - I - - - -I - IRR - - - - IRR - - - FIRE HYDRANT — — "G — I �� I EX 4"G - �C X- - - EX 4"G - I o0 x X E -- -�- -- E X E Q I I r r U I 1 I Li �L �J POLE STATION/OFFSET PER EXHIBIT CAR I M X M EX 18"S to - - ci - EX 18"S I �X E4 - - I - - - EX I E - - EX,, - - I cAZV - - - �X CATV I - - - - 1 3.1' POTHOLE TRENCH DETAIL \ ❑H ❑HE ,' — nHF \ M \X n , M Y-0 X a1V7 R/W --------------- 22.4' FROM EX. SIGNAL POLE 0' 20' 40' N SCALE 1" = 20' EX 18"W - - - - - EX 18"W - - IRR - - - - - IRR - - - - - - EX 4"G - - - - EX 4"G - AVENUE 48 POSTED 50 MPH EX E - - - - - EX E - ❑HE n EX COTE -+j POTHOLE #3 STA 63+78.6, 46.1'R DIAMETER= 6', DEPTH= 13' WIDTH= 0.5" CVAG_Arts and Music Line Pothole Exhibit - Dune Palms Rd & Avenue 48 3/1 /2024 Sheet 1 of 13 POTHOLE #4 - STA 88+65.6, 60'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" I R/W W I z = O0 I w I I {�11.9' FROM EX. I w o �7 3 SIGNAL L POLE I/4 I 3 LLLU / I cu CL W 1 1 °� I ` / '� �' —-------- V---- - _ W III �j 8'FROMEX. cv-------- __ I El o- SIGNAL POLE I I 4— — — r — — — — \Ix _ I I� X 4"G —�� — 8.5' E 4"G — — — — EX 4"G — — — EX 4"G /— — —� < — EX CA V— — — I EX CATV— — — r,I EX CATV EX ATV — I——�T---- _ n 18"W — — �'�el Y — �o—�i�l$'W — Saof� fo fo o--0 — — —I fol — �I�B;fb — — —� fo --- I — — EX 18"W ---iWi c — — — EX E — — — — EX E —3 — — EX E I — — — \ — L �v ---- —\V — I I —•• - - — — IRR— — — — I�IR— I I I I I I L+J J I h I h I I DIAMETER W LU w Q 0 POLE STATION/OFFSET PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR — I — — z v IRR It x I I x I I I I II W I D Q y W —{ w I— EX 8„S — III — — — EX 8"S — — x I I I r I I 11 I I AVENUE 48 D I POSTED 50 MPH Xbi I I I 4 1 3 3 I I I I I I r->r In — — EX 10"Sx I — I — —r — I Ej 3„� — _<�—� EX 12EW 3„G E I W I o I D (U I I 3 — 1' F OM EX. — — — FE — — — I'SIGNAL POLECo — — — IRR 3 I I W I EXIE ----- I 4.6' FROM EX. I^ 6.7b SIGNAL POLE N I n IT A\ I I /` , / W /Y-0 x I I I I X POTHOLE #5 I11_ v+�-1--I- s�J I �I I W{' o DAMETER66', DEPTH=13' x i x ? IJ I N I �� WIDTH= 0.5.. ��� I col I, I; \I 1 13 I I X I� 1 1 R/W IW II � 1 1 A0' 20' 40' N SCALE 1" = 20' CVAG_Arts and Music Line Pothole Exhibit - Jefferson St & Avenue 48 3/1 /2024 Sheet 2 of 13 a R/W 3 I 0 wLU I -i 0) ' X \ � a w ri n 1.8' FROM EX. � wl \SIGNAL POLE — —� /, L^J o CATV EX \ - — EX CATV— — — — — � �— �EX CATV— � � — �� ��C C EX 10"S — — — — — EX 12"W — I R/W POTHOLE #6 STA 116+53.2, 42'L DIAMETER= 6', DEPTH= 14' _ WIDTH= 0.5" — v I v 0 3.6FROM EX. I — — — SIGNAL POLE — o X = — E< E — — 3— — `EX E — v -+o -EX—E— 4-a — fo — fo — — fo — — f� — — fo — — fo )) I X w EX 10"S — — — — EX lolls� �o / — I— EX 10' — — — F— EX 10"S X I w I _ I x I I I m EX 12"W I —X— EX 12"W — — w m I I w I I I x I DIAMETER w w 0 POLE STATION/OFFSET PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR I I - — — I F 1 m - \ n n R/W v X .-� m IRR — - n n r_ -L J - F - I X m I I — — — EX 10"S — I I I AVENUE 48 POSTED 50 MPH I I I I III L, L T _ t2"W — — <� I I I I I r>r�-1l I. L JI I I I I I I I I v � I 0' 20' 40' N SCALE 1" = 20' EX 12"W EX CA EX 10"S — — CVAG_Arts and Music Line Pothole Exhibit - Shields Rd & Avenue 48 3/1 /2024 Sheet 3 of 13 w / Q - 4 z m POTHOLE #7 ' % 0 0 ' LU X X STA 141+71.4, 54.4'L I 0 w --Io w DIAMETER= 6', DEPTH= 14' 2.s' FROM EX. / < a WIDTH= 0.5" SIGNAL POLE � I F t — J' F } _---------- R/W '� o-,� II o-�- " I I I i —-- E-- 9.5' FROM EX. I I I I I \\ ------ SIGNAL POLE—�— — 13.1' — — EX CATVT _ i — — — fo — — fo fo — I I I I I — EX CAT C o _ EX CATV — _ J 1 rri X X X ~ — — EX CATV— X x EX E — — — — — EX E —� — — EX II �i i I I I I I EX 10"S — — — I TI EX O"S — —I — I — — EX 10" I — --10"SS ABAN— — - — —10"SS ABAN— — - — --10"SS ABAN— — - — —10"SS EX 4"G — — — — — Cn� — — r� + EX 4"G I I I — — EX 4"G — — — — EX 4"G — — — w N I I I I AVENUE 48 POSTED 50 MPH wo L 4L11 — — — — EX T — — — — EX T Q rri II IX X X X — o — WEX 18"S — — — — EXd18"S — — — — EX 18"S — I � £ I I EX 12"W — — — I I j — EX 12"W — —III— — EX 12" I I I '-T' Vo I I i X — — — — EX 10"WI — — — — — EX 10"W — — — 11.1' FROM EX. 02 SIGNAL POLE DIAMETER w H w 0 POLE STATION/OFFSET 4 PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR - E\X E In — — C' — EX E I I- — — — — EX 18"W � — D — ,fo \ fz I fo — + fo — — fo — ---fa — — —o = — \ X I I I X m ILX E -- X X T — — — — — I EX TEX CATV— — £ I— EX CATV— — o I 8 9' \ I I Im X A A I A I I >11 � x— I IE — — I E T ��--LI+-I°°= D --- LJ� I I '/ ❑ IIX m RM I I II X 1 0' 20' 40' N SCALE 1" = 20' — EX 18"W — — Ely � 10.1' FROM EX. — o — — o — SIGNAL POLE — — EX CATV i i' POTHOLE #8 RM STA 143+12, 56.5'R DIAMETER= 6', DEPTH= 14' i WIDTH= 0.5" CVAG_Arts and Music Line Pothole Exhibit - Madison Ave & Avenue 48 3/1 /2024 Sheet 4 of 13 CAR -� A ---/ 41� fU ro N V) J CI R/W POTHOLE #9 L—E POTHOLE #10 STA 155+85.6, 25.8'L 2.4' FROM EX.,_ STA 156+55, 32.3'L METER= 6', DEPTH= 14' SIGNAL POLE -3.8' FROM SIGNAL . DIAMETER= 6' - ' ___ ,DEPTH- 14 _ WIDTH= 0.5" WIDTH= 0.5" I� — EX CATV— — — — — X C V— — — — CATV— — — — EX CATV _ — X 4"G — — — E �'-- I 19.3' FROM EX. I t " 13.1' FROM EX. — SIGNAL POLE 18"S — — — — — EX 18" — — — �\ 'S� — `� — — — EX 1V"S — SIGNAL POLE �/9.7' — EX 18"� 16' Ir I — — EX CATV— — — — — EX C TV — — — — 42"S— — — — 42"SD — — — — — 42"SD — — — — — 42"SD AN- - - - 10"SS ABAN- - - - 0"SS ABAN- - - - 10"SS I AN- - - _ - 10"SS ABAN- - — 10"SS AYAt� - - - 10"SS I ABAN- - - - 10"SS ABAN- , - - - LIPS S ABAN- - - - 10"SS A AID I I I I I I I L4;> I AVENUE 48 POSTED 50 MPH I — — — EX 18"S — — — — — EX 18"S — r�_ I li _rL J I I — — — — ' �8"W — — — — — EX 18"W — — — — — EX 18"W — - � — — — — EX 101'WI — — — — — EX 10"W — — — " — — EX 10 W — — - Y E � fo — fo — —EX I— — — fc lu POTHOLE TRENCH DETAIL � - - CO a £ _ n - o - p � U) O DIAMETER w W LU Q 0 POLE STATION/OFFSET PER EXHIBIT WIDTH 1 0' 20' 40' N SCALE 1" = 20' CVAG_Arts and Music Line Pothole Exhibit - Hjorth St & Avenue 48 3/1 /2024 Sheet 5 of 13 I �I II CO I III I I �1 a II I R/W I I POTHOLE #11 p I 60 STA 196+01.8, 57.1'L ® Z I ix I I 7' FROM EX. DIAMETER= 6', DEPTH= 0 o I FIRE HYDRANT WIDTH= 0.5" d rn X I X R/V1l �`' III o o POTHOLE #12 STA 196+09.9, 49.6'L I I 13' FROM Ex. DIAMETER=6', DEPTI FIRE HYDRANT WIDTH= 0.5, - -�-��T a XT �// �-� I EX� — 4 I ❑o- I I I III -++}Y -10 -- _ _ r F❑ - - - - Fp� F❑� _ - 8' FROM EX. — FO —EX CATV - f -m- — CF�r — — SIGNAL POLE =fo— EX Ciq� fo- = EX T h - - - - EX ATV- X \/ LI I LJ` I� 14'� \ I Co v v - - EX E - - - EX E - - -I I - EX x I � X I / --------------- - - - - - - - - �'� ® X W— Illrll I I £ I I V FROM EX. I I 1— SIGNAL POLE 4"G - - - - - EX 4"G - - - - - - F❑ - - - F❑ ,<� _ _ _ „ _ -� EX 4 GI — — -� EX 4"G — — EX - - EX 12"S - EX 112"S - I - - II EX 12' S - - - - EX 1 '� - I- EX 12"S - -II - - EX 12 S - -- 12"S - - - - I - — EX 4"6 — — — X — EX 4"G _ I I AVENUE 48 II p I I I I POSTED 50 MPH I I x I II I X W I � _ Q I IILI4LE I I I I " I - �XI 18"S - - - - - EX 18"S - - - - EX 18"S - - - - EX 18"1 - - -T - E> 18"S X �X 1$ I I z I £ I I II i I I DIAMETER W LU W Q 0 POLE STATION/OFFSET PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR EX 18"W - - - EX 18"W - X 18"W III - EX 18"W - - - 0 L>L� J X I - i - EX 10"W - - - li 1"w- —o— EX 10W--I—I—Ige z I — qx®w- — - EX 18"W - E�0"W - - - A\ 'F ❑ I 00 1 x 1' / U[BHE z 1 CIE A / It r I L J I I I l o I I III mI II II II III II G" I III I I X 1 0' 20' 40' N SCALE 1" = 20' 0 CVAG_Arts and Music Line Pothole Exhibit - Monroe St & Avenue 48 3/4/2024 Sheet 6 of 18 J fo — — — fo — — — fo J R/W POTHOLE 1113 STA 221+71, 53.71 DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" 8' FROM EX. SIGNAL POLE EX CATV— — — -4 — ZEX CATV EX 4"G — — — 20' FROM EX. EX 4"G — SIGNAL POLE — — — fo — — — — — — F❑ — — EX 12"S — — — — — EX 12" N X W \\ Cl� j m(U XF❑ —i❑ — — —�— F —� — — — — F❑ — --F❑— — — EX 12"S -- — — — EX 12"SS E— — — EX 12"S — — — EX 12 S — — — — — — — — — L+L I I 3 ---- EX E — EX E j\ — EX 4"G — \ w r*i I � — — — EX 4"G — — — — — — — �'\\ ED X I w _ 3' D AVENUE 48 L I POSTED 50 MPH \ I I 24"SS — — — — — 24"SS — — LKS — — 4— — EX 18I'S \ I L, LT J-i \ I� + DIAMETER w H- w Q 0 POLE STATION/OFFSET PER EXHIBIT WIDTH i U) ' I I C II I I m IU II o Uj Cn Q a II I I I II 3 0i _ — I— — EX 4"G \ I ,—� \ I— I— EX 12"W — — — —— EX lc — EX 12"W — — — — — � EX 18"W � — — — I — EX 18"W — o \ n n Y-0 \�p I / n D v — fo — — — -----{S — fo — — -- — — f _ = LJ -- o — — o — o —SHE o — o €-CATV A V ---------- ------r T— ----R/W POTHOLE TRENCH DETAIL CAR 0' 20' 40' N SCALE 1" = 20' CVAG_Arts and Music Line Pothole Exhibit - Arabia St & Avenue 48 3/4/2024 Sheet 7 of 18 X 12"S — POTHOLE #14 STA 248+03, 54.5'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" R/W — — F❑ — — I o l `3 rn I I oil II II II I� I Cn�I II II I< 3 Q a I I I � F — —I ❑ -�I -�� — — F❑ I W 16'FROMEX. _ w SIGNAL POLE I r ++_-T1�� I � 8' FROM EX. SIGNAL POLE _ fo _ i I>� - --- -------------------- f� — fo — — fo — fo — fo — — fo 0fo --I— 1 fo — — fo -- FO u I I = I 11 0 — — — EX )42"S — — — — — 12'iS — - — — EX 15"S — — I 4 — �X 15"S — — — — EX 15"S — — — — — w + I 1 AVENUE 48 o I I I 11 POSTED 50 MPH II I -9 0 1 I 24"SS — — 4- — — 24"SS - —� I — — E 181'S — — — — 94"SSA — I — 1� 24"SS — — — — 24"SS — — — �C LLJJ r r p I� �L J 1 DIAMETER w LU w Q POLE STATION/OFFSET 4 PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR J 1 EX 112'o EX1112"W — — II — — EX 12"W — — — X I 3� I 1 0 1 NI — — <— IRR I — — — — IRR — �x-rl —ICI — IRR -T — 11 — — IRR —I — — — — IRR — — EXIE — —I — —xEX E — — — — I EX IE' —� —11 EX E — —— — — I — EX E r n / 14' FROM EX. o <(�KSIGNAL POLE 11 1 _FO _ I — — E ATV— — — I� �� reTv _8 — �; I- 2' FROM EX. �� o SIGNAL POLE L J I — — — 0 j — — — �--� / ----- n I X— — EX 4I"G 3 n / I �I I �� POTHOLE#15 QrL STA 249+28, 57.9'R7R/jWj I h I / R/w DIAMETER= 6', DEPTH= 14' x I I x x WIDTH= 0.5" n / 0' 20' 40' N SCALE 1" = 20' CVAG_Arts and Music Line Pothole Exhibit - Jackson St & Avenue 48 3/4/2024 Sheet 8 of 18 I \ 1 8' FROM EX. POTHOLE #16 SIGNAL POLE STA 255+45, 49.7'L R/W DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" m// / / / / / / / / / / / / / / /�/ / TFROM EX. ),—K:�> r----�d----t— t— SIGNAL POLE Oa — — — — — ^ _ �\ \r I - — — — — EX 15"S — — — — — EX 15' _, — — — EX 15"S — — — — EX 15"S — — — EX 15"S — - — — EX 15"S — — I I F+-1,- L+J J I AVENUE 48 II POSTED 50 MPH I I I I I I 24"SS 24"SS — — — — 24"SS — — — — � 24"SS — — — — — 24"SS — — — I I I _ I EX 12"W — — — — — EX 12"W — — — — — X 12"W — — — — — EX 12'<`\ II — — EX 12"W — — — — — EX 12"W — — — q I I r F I;LIJ I IRR — — — — — IRR — — — — — IRR IIRR T -- — — — — IRR — — — — — IRR POLE STATION/OFFSET PER EXHIBIT C�1-1#111R, I EX E — — — — I EX E — — — — — r� — — EX E — — — — EX E — — — I 7e Q F❑ — — — — — FO — I 9' FROM EX. FTb -fo — EX CALV — fo — t } = E7-4"� _ ���AT�L E �_ —EX� }{ — _ SIGNAL POLE — — — ER 4rrG XX LU EI \ R/w W I-1 / / 13' FROM EX. \ Y ( £ C) SIGNAL POLE 'v _ r // POTHOLE #17 \� -� - — — — — �u STA 256+67.5, 59'R POTHOLE TRENCH DETAIL �- - I p DIAMETER= 6', DEPTH= 14' \ X U WIDTH= 0.5" U) Q CVAG_Arts and Music Line Pothole Exhibit - Jackson Shopping Center & Avenue 48 A0' 20' 40' 3/4/2024 N Sheet 9 of 18 SCALE 1" = 20' CAR R/W POTHOLE #18 — STA 274+55, 50.8'L DIAMETER= 6', DEPTH= 14' 8' FROM EX. SIGNAL POLE o POTHOLE #19 STA 275+77, 53.2'L D/ I T FROM EX. AMETER= 6', DEPTH= 14' WIDTH= O.5" � SIGNAL POLE —\ w w O a a / R/W \ LLz \\ U E"X L❑\, —:-2EX T — — — — \ I��- w h w U I — — — — EX 10"W — — — — — EX II10"W — — — — — EX 10"W — — — — I I � I r 7 -1 L+JtJ � I EX 15"S — — — — — EX 15"S — — — EX]5"S — — — EX 15"S — — — — — EX 15"S — II — EX 15"S — — — — EX 15"S - I w AVENUE 48 POSTED 50 MPH I _ I x w 24"SS — — — — — 24"SS — — — — — 24"SS I— — — — —T "SS — — — — — 24"SS — — — j II— — 24"SS — — — — —— I �I I III 12"W — — — — EX 12"W — — — EX 12"W — — — — — EX 112-WI — — — — EX 12"W — — — — — EX DIAMETER w LU w a 0 POLE STATION/OFFSET 4 PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL z2I 1It I b� < a l II 11' FROM EX. SIGNAL POLE r IL j�k %x - — /EX TU — — — — EX Tv/ — — \v/ r- IRR fo — — RRI — — — IRR — — - _ IRR — — >�+ IR _ R I � II w O EX E — — — t — EX E — — — — EX E �I -o a — — EX E — — — — — EX E 09' FROM EX. w Q m SIGNAL POLE —NINII LL LL Z f fo rb — — — fo — — fo — — to fo - fo —EX CATV— — fo J ul 1 Y> ;j---ICJ �L m1k 0' 20' 40' N SCALE 1" = 20' POTHOLE #20 STA 275+68.7, 58'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" CVAG_Arts and Music Line Pothole Exhibit - Calhoun St & Avenue 48 3/4/2024 Sheet 11 of 18 OM �1 3 Cj)_ III �I ILU� I W v m W X I w ml �; a I I --�U--I r, �k� V I I SIGNAL POLE I(U X m w X — — — EX 10"W — — — — — EXI 10"W — — — EX 110'I'W I — — — — — EX 4"G — — — — 1— L X 4"G — — — �u — — — — — EX 15"S — — — — — I EX 15"S — — — — E; L �J`J 27"SS — — — — I — — — — I � X I I I I 18"S — — — — — EX 18"S n I I I I - — — EX 12"W — — — — — EX 12'W — — — — EX 12'4 I I I DIAMETER w LU w a POLE STATION/OFFSET4 0 PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR EX 4"I- —� POTHOLE #21 STA 302+09.1, 49'Lr — — DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" EX 15"S R/W �\ UJ \� 21' FROM EX. _ SIGNAL POLE CI U POTHOLE #22 STA 302+29.5, 41'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" I U I FITFRM EX. RE HYDRANT w � EX 3 ' — — — — — EX 3' — [ w EX 10' 17' FROM EX. — — — EX 10"W — — — — — FIRE HYDRANT EX 16"W —I — — — — EX 6"W — — — — X EX 10 'S — D — EX 10"S w r r�� I AVENUE 48 POSTED 50 MPH — EX15"S — — — EX 15"S — l 6' FROM EX. EX 12" — � —a'SIGNXLPOLW — — — — — EX 1� > -EX f 4„IRR — f — — EX E44 „ffRR— �a _c �4--IRR rr — _ — — — ❑HU— — 7— ❑HU— — — — — ❑HU n n n \ U/ - — — EX CATV SAT EX CATV — X — —iX CATV LJ R/W Y` ——-----W----------------�; 1 0' 20' 40' N SCALE 1" = 20' 15' FROM EX. SIGNAL POLE 14"IRR — —140 _ L j-- O HOLE #23 STA 302+45.45, 38'R > DIAMETER= 6', DEPTH= 14' R/W WIDTH= 0.5" X CVAG_Arts and Music Line Pothole Exhibit - Van Buren St & Avenue 48 3/4/2024 Sheet 12 of 18 POTHOLE #24 STA 317+03, 35.8'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" TO — Ulu— — iZ& 0 Ulu ❑mu— — — Ulu - - Ulu _ - 17 — — — — — — unu— — — — — unu— — - ------- E-]-_- - - - - - - --- --- CI \----_--- 1'FROMEX. SIGNAL POLE EX T — — — — — EX T — + — — EX T — — — — / EX T — — — — —EX v v 0 EX T — — — — EX 8"S — — —II r��.-5'FROMEX- , EX 8"S \v/ \v/ EX 3"G — — — — — EX 3"G — 1 —3"G — — — — — EX 3"G — — EX 3"G — — — — — EX 3"G r — SIGNAL POLE I I - I I I p I P II LA4�; 1 I I I I 1 EX E — — — — — EX E I I 1 / — — — — EX E ,E AVENUE 48 POSTED 50 MPH EX E — EX E I I r �r 1 --X 12"W — — — — — EX 12"W — —\ — — EX 12"W — — — EX 8"W — — — — — EX 8"W — — — — — EX 8"1,1 - 1, J— — �--— — — — — — — — — — — — — fe — fo — — — fry — — — fo DIAMETER W W Q POLE STATION/OFFSET 4 To PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR EX E / / EX E - -- -- -- \ I m X \ A r, / --T,----�� A ---- - - - - - - - - - ______ _Y rv� LJ \ IPA -- 2 i �0 o � 0' 20' 40' N SCALE 1" = 20' EX 8"W m CVAG_Arts and Music Line Pothole Exhibit - Dillon Rd & Avenue 48 3/4/2024 Sheet 13 of 18 \ POTHOLE #25 STA 27+68, 42.9'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" DIAMETER w w a 0 POLE STATION/OFFSET PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL CAR r 0/ Fri rri X I II \\—X70/ ` ---------- --- G� T L7 / I X \ -i D 0 `\ /r 0 // N oX//��► I I \ I \ m LJ I I \ I I I \I � X v> \ Fri X X 1T FROM EX. \ I rl SIGNAL POLE I _ I \ I EX E EX E X I I \ \ ' i�41 Co \ \ I \ II\ 1 FROM EX. to \ \ \ \ SIGNAL POLE z -n I Om 00 \ n_ POTHOLE #26 STA 28+02, 43.3'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5"-- � N C) \ \ -o ONE \ \ dos 0 RM 2� 0' 20' 40' SCALE 1" = 20' POSTED 45 MPH — x lI Pi CVAG_Arts and Music Line Pothole Exhibit - Dillon Rd & Cabazon Ave 3/4/2024 Sheet 13 of 18 R/W L7 J_ Q z aTV- - - - - EX CATV- - - - - EX CATV - - EX CATV - - - - F❑ - - - F❑ - - - - - F❑ - - - - F❑ - 30' FROM EX. 39' FROM EX. - - - EX E - - - - EX E — — — MANHOLE — — MANHOLE E POTHOLE #27 STA 207+43, 46.5'L DIAMETER= 6', DEPTH= 14' 28' FROM EX. 28' FROM EX. WIDTH= 0.5" MANHOLE MANHOLE I I EA R/W 0� - - - F❑ - - - - - W- - - - - F❑ - - - EX E - - - - - EX E - - - - EX POTHOLE #28 STA 208+12, 46.3'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" FM "TV- F� EX-CATV = = FQ�'= _ EX-CATNL�❑ _ _ _ = EX T� _ =A= -Tp EX CATV- - fo - - fo - - - fo - - fo - - fo - - { fo - - fo^� - - fo - - fo - - o �' fo - - - fo "�I o +I 12"S DIAMETER POLE STATION/OFFSET PER EXHIBIT WIDTH EX 12"S - - - - - EX 12"S - - - - - EX 12"S 39' FROM EX._ MANHOLE EX 18"S - - - - - E,', - EX 18"W — — —30' FROM EX.^/ MANHOLE w H w a 0 POTHOLE TRENCH DETAIL ao i--BHE- HE--- EX 10"W - - - EX 10"W - POTHOLE #30 STA 207+49, 35.6'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" X 18"S - - - - - EX 18"S - - M x c-� D -EX-CAUL =I _ fo — fo — — fo — fo — — EX 12"S — - — EX 12"S — — — — — EX 12"S — — — AVENUE 48 POSTED 50 MPH EX 18"W — — — — — 12' FROM EX. POLE ❑ F#�---I�Ht EX 10"W - bo ai ❑+ E 9 EX 10"W EX 18"S - - - EX 18"W - EX 18"S - - - EX 18"W EX 1 —3' FROM EX. — 1 POLE ni n e Eli U 1 �h'IE �n��HE— rr�— EX 10"W — — — — — EX 10"W — — NRAAJ POTHOLE #29 STA 208+20, 35.6'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" CVAG_Arts and Music Line Pothole Exhibit - Sundail St & Avenue 48 0' 20' 40' 3/4/2024 N Sheet 14 of 18 SCALE 1" = 20' / II 1 Ld El P J a R/W +� I Z w i IX S~ POTHOLE #31 O} STA 128+73, 44.0'L DIAMETER= 6', DEPTH= 14' --_WIDTH=0.5"--/ / X CATV— — — — — EX CATV / — — EX CATV— I I — — — EX CATV — — — 000o 1 LIJa o0 fo — FE fo — — fo —o — =X E — — — — — EX E — — =X �S — — — — — EX 10"S — — rn N s a 1 fo — — — fo fo X — fo --- fo -- fo = — EG — — — FN 5.5' FROM EX. SIGN 13 3' FROM R/W POTHOLE #32 STA 129+81, 45.2'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" fo fo — — fo — — — fo — — — fo - EX. SIGN = E — — — — — I X E — — — — EX E — — — — — EX E — — — — — EX E — - - — — EX 10"S — — EX 10"S — — — — EX 10"S — — — — EX 10"S — — — — — EX 10"S — — O I — — — — EX 4"G — — — — — EX 4"G — — — — — EX 4" — — — — EX 4"15 — — — — — EX 4"15 — — — — L EX 4"15 AVENUE 48 (U POSTED 50 MPH X w EX 1p"W — — — — — EX 12"W — — — — — EX 12"W — — — — — EX 12"W — — — — — EX 12"W — — — — — EX 12"W DIAMETER w LU w a 0 POLE STATION/OFFSET 4 PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL - — EX T — — — — R/W POTHOLE #33 STA 128+83, 48.0'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" v 16 66.6' FROM EX. STREET LIGHT EX T — — — — _ 31.4' FROM EX. _ STREET LIGHT EX T — — —00 — — — EX 12"W — — EX T — — — POTHOL�#34 �— STA 129+81, 48.1'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" - CVAG_Arts and Music Line Pothole Exhibit - Youngs Ln & Avenue 48 A0' 20' 40' 3/4/2024 N Sheet 15 of 17 SCALE 1" = 20' E L POTHOLE #35 STA 234+42, 47.0'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" cn 00 co IU) w R/W dO X- w W �� I POTHOLE #36 STA 235+60, 48.4'L DIAMETER=6', DEPTH= 14' \ WIDTH= 0.5" ° I I - w h - — EX E - — EX E — — EX E F❑ 20' FROM EX. "' I MANHOLE _ F❑ �X l7 X -� — —F❑— - — _� X EX 12"S — — — — — EX r ""'S — — — X 12"S — o— —1.1EX 1 " S- EX 4"G 24'SS DIAMETER W LU W 0 POLE STATION/OFFSET PER EXHIBIT WIDTH £ I 54' FROM EX. LMANHOLE — EX E — I I I 10' FROM EX. \ MANHOLE U W \ I I — — EX 4 G 24\SS — — — — X 4 24"SS — — — — 4"SS — — — — I — 4?� I IN m EX 10"W — — — — EX 10"W — — — — IW EX 10"W — — — — EX 10"W — 4�— 0 35' FROM EX. 30' FROM EX. I z MANHOLE POLE I — fo — — fo — — fo fo fo — — — fo — � Ifo � — fo fo fo — EX CATV— ��� C�#E �� tHE rn I 10' FROM EX. "' POLE 0 i POTHOLE TRENCH DETAIL — — EX CATV twxi, X R/W o _ X POTHOLE #38 I I o STA 234+73, 48.5'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" C*R ' 0' 20' 40' 9�. —...,,. ,o v. s..<A.1,N SCALE 1" = 20' EX E — EX 12"S — — — — — EX 12"S — - 3' FROM EX. MANHOLE AVENUE 48 POSTED 50 MPH 0 — — — 24"SS — — — 24"SS — ,� o — — — — EX 10"W — — — — — 1' FROM EX. MANHOLE —wfo — --n E:P, CATV— — — — EX CATV— — E— HE �" ❑HE R/W POTHOLE #37 STA 235+59, 40.2'R DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" CVAG_Arts and Music Line Pothole Exhibit - Oasis St & Avenue 48 3/4/2024 Sheet 16 of 18 POTHOLE #39 STA 69+21, 54.5'R- DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" R/W 25' FROM EX. LIGHT POST X CATV Y Q D_ U) W ry O J LL U) Q J O U z wU 2a of �0 _J — EX CA 7 bJ f� 32' FROM EX. FIRE HYDRANT z —\ POTHOLE #40 0 ° STA 67+99, 66.2'R `` w DIAMETER= 6', DEPTH= 14' Cl) (X WIDTH= 0.5" — 1 EX TV— — EX CATV A — — — EX E — — — — — EX E — — — — — EX E — — EX 4"G — — — — — EX 4"G — — — EX 4"G — — — — 14"IRR DIAMETER w w w LU 0 POLE STATION/OFFSET PER EXHIBIT ­1 �_ WIDTH POTHOLE TRENCH DETAIL 14"IRR 14"IRR — — — — — EX 8 S — — 29' FROM EX._X E SIGN POST FX v wu)— — — 2 a— wz LL W C/) POTHOLE #42 STA 69+05, 22.41 DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" R/W — — — — EX 4"G — — — — — EX 4"G VAN BUREN ST POSTED 25 MPH EX 4 14"IRR 14"IRR 14— 14"IRR — — — — — — EX 8"S — — — EX 8"S — — —' — — EX 8"S — — — — — EX 14' FROM EX. LIGHT POST i i EX 12"W — — — 12" — — —Ci — — EX 12"W — — — — — E� \ v EX T — — — — EX T — — )EX T — — — — — EX T - - w O \, a R/W q POTHOLE #41 N J STA 67+96, 22.3'L DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" CVAG_Arts and Music Line Pothole Exhibit - Van Buren St & Rancho Las Flores Park ,�z 0' 20' 40' 3/4/2024 Sheet 17 of 18 SCALE 1" = 20' — — EX E — — — EX E — — — — EX E EX E — — — — — EX E — — — — — EX E — — — — — EX E — 17 R/W � POTHOLE #43 STA 123+83, 26.9'L DIAMETER= 6', DEPTH= 14' EX 18"SD— — — — EX 18"SD— EX 18"SD— — — EX 18"SD— — — — — X 18 WIDTH= 0.5" 8"SD— — — — — 18"SD— — F❑ — — — — — F❑ — — — F❑ — — — — — F❑ — — F❑ — 29' FROM EX.— — ❑ — — — r u — — — — — F❑ — — — — F❑ - JV— — — — — EX CATV— — — — — EX CATV— — — — — I EX CATV-r MANHOLE — E CATV— — — — — EX CATV— — — — — CATV— — -v EX 10"S — — — — — EX 10"S X 10"W — — — — — EX 10"W — — — ❑HE ❑HE T — — EX T — — — — IRR IRR — ❑ ❑ DIAMETER w W H W Q 0 POLE STATION/OFFSET PER EXHIBIT WIDTH POTHOLE TRENCH DETAIL EX 1011W — — U w J Q ry m — EX i 10"S 9' FROM EX. MANHOLE x C7 � 1 — E 6' FROM EX. MANHOLE I� - — — IRR — I I 46' FROM EX. — — EX 10"S — — — — — EX 10"S — — MANHOLE AVENUE 49 POSTED 40 MPH E — EX 10"W — — — — — EX 10"W — — — — — — — EX T — — — — — EX T — — — — — EX T — — nHF ❑} F ❑HE ❑HE — — — IRR — — IRR IRR — — IRR — — — POTHOLE #44 - R/W STA 123+45, 24.3'R X X X X X X X X X X DIAMETER= 6', DEPTH= 14' WIDTH= 0.5" A 0' 20' N SCALE 1" = 20' CVAG_Arts and Music Line Pothole Exhibit - Avenue 49 & Rancho Las Flores Park 40' 3/4/2024 119 Sheet 17 of 18 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2024-0047 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. ENC2024-0047 For City Project 2020-08; Arts & Music Line /Potholing Existing Utilities for Design / Ave 48 Between Dune Palms Rd and Jefferson St 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. Ultra Engineering Contractor Inc (Jeremy Marginson), 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 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 (ie any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 4 PERMIT NO. ENC2024-0047 For City Project 2020-08; Arts & Music Line /Potholing Existing Utilities for Design / Ave 48 Between Dune Palms Rd and Jefferson St 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. 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 Special Conditions Page 2 of 4 PERMIT NO. ENC2024-0047 For City Project 2020-08; Arts & Music Line /Potholing Existing Utilities for Design / Ave 48 Between Dune Palms Rd and Jefferson St 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. 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. Special Conditions Page 3 of 4 PERMIT NO. ENC2024-0047 For City Project 2020-08; Arts & Music Line /Potholing Existing Utilities for Design / Ave 48 Between Dune Palms Rd and Jefferson St 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'/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 parry has acquired a permit from the City to perform the required restoration work. Special Conditions Page 4 of 4 ULTRENG-01 WAIJE1 ,4coR0 CERTIFICATE OF LIABILITY INSURANCE DATE512/2 DIYYYY) /2/2024 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(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 License # OL48969 C3 Risk 8r Insurance Services 404 Camino Del Rio S. STE 410 San Diego, CA 92108 CONTACT Jessica Waite NAME: PHONE Ext): FAX (A/C, No): E-MAIL Jessica@c3insurance.com ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A: Scottsdale Insurance Company 41297 INSURED INSURER B : STATE COMPENSATION INS FUND OF CA 35076 INSURER C : Argonaut Insurance Company 19801 Ultra Engineering Contractors, Inc. INSURER D : The Ohio Casualty Insurance Company 24074 36806 Pebley Court Winchester, CA 92596 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: 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 INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM DD YYY POLICY EXP MM DD YYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR X X BCS2000599 5/30/2023 5/30/2024 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 X MED EXP (Any oneperson) $ DED: $5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PECOT- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY Perperson) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ PROPERTY DAMAGE Per accident $ HIRED L NON -OWNED AUTOS ONLY AUTOS ONLY $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE XLS2002171 5/30/2023 5/30/2024 DED X RETENTION $ 0 $ B WORKERS COMPENSATION ANDEMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N / A X 9013876 5/30/2023 5/30/2024 X PER OTH- STATUTE ER 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 C Professional Liab 121AE019126203 5/30/2023 5/30/2024 Occur/Agg Ded: $15k 1,000,000 D Equipment Floater BM059534194 3/5/2024 3/5/2025 Leased/Rented Equip 60,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) All Operations in the City of La Quinta 30 days notice of cancellation, 10 days for non-payment per standard guidelines City of La Quinta included as additional insured per the attached endorsements. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quinta Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 78495 Calle Tampico La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD '`` a CERTIFICATE OF LIABILITY INSURANCE ATE 1 D05/03/2024Y) 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 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 ROBERT E FRANCY NT NAME: CT Morgan Phillips STATE FARM INSURANCE a/CC N Ext:858-451-1915 A//C No:858-451-8421 E-MAIL ADDREss: morgan@bobfrancy.com 12605 POWAY ROAD SUITE A POWAY CA 92064 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: State Farm Mutual Automobile Insurance Company 25178 ® INSURED ULTRA ENGINEERING CONTRACTORS INC INSURERB: INSURERC: 36806 PEBLEY CT INSURERD: WINCHESTER, CA 92596-8928 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 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 INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS GENERAL LIABILITY ❑ ❑ EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE ( RENTED PREMISESS Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PRO JECT LOC $ A AUTOMOBILE LIABILITY FYI El443 7364-F15-55 05/02/2024 05/02/2025 acclden INGLE LIMIT Ea S $ 2,000,000 X ANY AUTO 414 7369-E02-55B 05/02/2024 05/02/2025 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED X AUTOS X AUTOS X HIRED AUTOS X NON -OWNED AUTOS 418 7630-E02-55C 05/0212024 05/02/2025 PROPERTY DAMAGE Per accident $ UMBRELLA LIAB OCCUR ❑ ❑ EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ DIED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICE/MEMBER EXCLUDED? F7 N / A ❑ WC STATU- OTH- TORY LIMITS I ER E.L. EACH ACCIDENT $ (Mandatory in NH) E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ yes, describe under DESCRIPTION DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) All Operations in the City of La Quinta City of La Quinta are listed as additional insured per attached form 6028BU. CERTIFICATE HOLDER CANCELLATION City of La Quinta SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 78495 Calle Tampico ACCORDANCE WITH THE POLICY PROVISIONS. La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE ©1988-201UCORD CORPORATION. AlYrights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 1001486 132849.6 11-15-2010 443 7364-F15-55 414 7369-E02-55B 418 7630-E02-55C 6028BU ADDITIONAL INSURED (Prior Notice of Termination) This endorsement is a part of the policy. Except for the changes this endorsement makes, all other provisions of the policy remain the same and apply to this endorsement. 1. A person or organization shown on the Declarations Page as an Additional Insured is provided Liability Coverage, but only to the extent that person or organization qualifies as an insured as defined in Liability Coverage. 2. An Additional Insured has the same right of recovery under Liability Coverage as if they had not been shown on the Declarations Page as an Additional Insured. 3. If Liability Coverage is changed or terminated as to the interest of the Additional Insured, unless another number of days notice is shown on the Declarations Page, we will provide the Additional Insured: a. 10 days notice of such change or termination if the policy is nonrenewed or the cancellation is for nonpayment of premium; and b. 20 days notice of such change or termination if the cancellation is for any reason other than nonpayment of premium. Page 1 of 1 6028BU ©, Copyright, State Farm Mutual Automobile Insurance Company, 2011 POLICY NUMBER: BCS2000599 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 ALL LOCATIONS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED PRIOR TO THE OCCURRENCE TO WHICH THIS INSURANCE APPLIES, THAT SUCH PERSON OR ORGANIZATION BE ADDED AS AN 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" 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. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 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. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 37 12 19 POLICY NUMBER: BCS 2 0 0 0 5 9 9 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 FOR WHOM THE INSURED HAS AGREED TO WAIVE RIGHTS OF RECOVERY, PROVIDED SUCH AGREEMENT IS MADE IN WRITING AND PRIOR TO THE LOSS 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 NO. BCS2000599 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 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 insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other 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 insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 ENDORSEMENT AGREEMENT WAIVER OF SUBROGATION BLANKET BASIS HOME OFFICE SAN FRANCISCO EFFECTIVE MAY 30, 2023 AT 12.01 A.M. ALL EFFECTIVE DATES ARE AND EXPIRING MAY 30, 2024 AT 12.01 A.M. AT 12:01 AM PACIFIC STANDARD TIME OR THE TIME INDICATED AT PACIFIC STANDARD TIME ULTRA ENGINEERING CONTRACTORS INC 36806 PEBLEY CT WINCHESTER, CA 92596 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 2.00% OF THE TOTAL POLICY PREMIUM. SCHEDULE PERSON OR ORGANIZATION ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED HAS AGREED BY WRITTEN CONTRACT TO FURNISH THIS WAIVER JOB DESCRIPTION BLANKET WAIVER OF SUBROGATION PAGE 1 OF 1 NOTHING IN THIS ENDORSEMENT SHALL BE HELD TO VARY, ALTER, WAIVE OR EXTEND ANY OF THE TERMS, CONDITIONS, AGREEMENTS, OR LIMITATIONS OF THIS POLICY OTHER THAN AS ABOVE STATED. NOTHING ELSEWHERE IN THIS POLICY SHALL BE HELD TO VARY, ALTER, WAIVE OR LIMIT THE TERMS, CONDITIONS, AGREEMENTS OR LIMITATIONS IN THIS ENDORSEMENT. COUNTERSIGNED AND ISSUED AT SAN FRANCISCO: MAY 27, 2023 001, AUTHORIZED REPRESENT IVE PRESIDENT AND CEO SCIF FORM 10217 (REV.4-2018) 2572 OLD DP 217 Policy #BCS2000599 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 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 Blanket as required by written contract Wor agreement 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. 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 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 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 C. 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 applicable limits of insurance. increase the Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 POLICY NUMBER: BCS2000599 COMMERCIAL GENERAL LIABILITY CG 20 12 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: ANY PERSON OR ORGANIZATION WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED PRIOR TO THE OCCURRENCE TO WHICH THIS INSURANCE APPLIES, THAT SUCH PERSON OR ORGANIZATION BE ADDED AS AN 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 any state or governmental agency or subdivision or political subdivision shown in the Schedule, subject to the following provisions: 1. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. 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. 2. This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or b. "Bodily injury" or "property damage" included within the "products -completed operations hazard". 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 12 12 19 © Insurance Services Office, Inc., 2018 Insured Copy Page 1 of 1 A� SCOTTSDALE INSURANCE COMPANY ENDORSEMENT NO. ATTACHED TO AND ENDORSEMENT EFFECTIVE DATE FORMING A PART OF (12:01 A.M. STANDARD TIME) NAMED INSURED AGENT NO. POLICY NUMBER BCS2000599 05/30/2023 ULTRA ENGINEERING CONTRACTORS, INC 04782 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) AGGREGATE LIMIT SUBJECT TO AN ALL PROJECTS LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): All projects 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 2. The separate Designated Per Project Aggre- obligated to pay as damages caused by gate Limit provided in A.1. above is the most "occurrences" under Section 1--Coverage A, and we will pay for the sum of all damages under for all medical expenses caused by accidents Coverage A, except damages because of under "bodily injury" or "property damage" included in Section 1--Coverage C, which can be attributed the "products -completed operations hazard," only to ongoing operations at a single designated and for medical expenses under Coverage C construction project shown in the Schedule above: regardless of the number of: 1. A separate Designated Per Project Aggregate a. Insureds; Limit equal to the General Aggregate Limit shown in the Declarations shall apply to each b. Claims made or "suits" brought; or Designated Construction Project. c. Persons or organizations making claims or However, the most we will pay under the bringing "suits." insurance provided by this endorsement for all 3. Any payments made under Coverage A for Designated Construction Projects shown in the damages or under Coverage C for medical Schedule above is $5,000,000, unless expenses shall reduce the separate otherwise stated below: Designated Per Project Aggregate Limit $ provided in A.1. for that particular Designated Construction Project. Such payments Includes copyrighted material of ISO Properties, Inc., with its permission. Copyright, ISO Properties, Inc., 2008 GLS-332s 01-12 Page 1 of 2 shall not reduce the General Aggregate Limit shown in the Declarations, nor shall they reduce the insurance provided by this endorsement for any other Designated Construction Project. 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 separate Designated Per Project Aggregate Limit provided in A.1. for each Designated Construction Project. B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrence" under Section 1--Coverage A, and for all med- ical expenses caused by accidents under Sec- tion 1--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 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 separate Designated Per Project Aggregate Limit provided in A.1. C. 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 any separate Designated Per Project Aggregate Limit provided in A.1. D. 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 con-tinue to apply as stipulated GLS-332s 01-12 AUTHORIZED REPRESENTATIVE Includes copyrighted material of ISO Properties, Inc., with its permission. Copyright, ISO Properties, Inc., 2008 Page 2 of 2 DATE Named Insured Endorsement Number Ultra Engineering Contractors Inc Policy Symbol Policy Number Policy Period Effective Date of Endorsement CPW G73569692 003 10/01/2023 to 10/01/2024 10/01/2023 Issued By (Name of Insurance Company) Westchester Surplus Lines Insurance Company Insert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CONTRACTORS POLLUTION LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: As required by written contract, prior to a loss to which this insurance applies. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or your work done under a contract with that person or organization and included in the products -completed operations hazard. This waiver applies only to the person or organization shown in the Schedule above. All other terms and conditions remain the same. ENV-3143 (03-05) Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 1 of 1 Westchester A Chubb Company ADDITIONAL INSURED ENDORSEMENT — ONGOING WORK OR OPERATIONS Named Insured Endorsement Number Ultra Engineering Contractors Inc Policy Symbol Policy Number Policy Period Effective Date of Endorsement CPW G73569692 003 10/01/2023 to 10/01/2024 10/01/2023 Issued By (Name of Insurance Company) Westchester Surplus Lines Insurance Company Insert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: CONTRACTORS POLLUTION LIABILITY COVERAGE PART SCHEDULE: Name of Person(s) or Organization(s): As required by written contract, prior to a loss to which this insurance applies. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. SECTION II - WHO IS AN INSURED is amended to include as an additional insured the persons or organizations shown in the Schedule, but only with respect to liability for injury or damage, to which this insurance applies, caused in ,whole or in part, by: i. 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 insureds. However: i. 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 exclusion is added: Exclusions This insurance does not apply to injury or damage occurring after: a. All work or operations, including materials, parts or equipment furnished in connection with such work or operations, on the project (other than service, maintenance or repairs) to be performed by you or on your behalf at the site of the covered operations has been completed; or b. That portion of your work out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for the additional insured as a part of the same project. ENV-3250 (12/18) Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 1 of 2 (221012.1) Westchester A Chubb Company C. 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: i. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms and conditions of this policy remain unchanged. ENV-3250 (12/18) Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 2 of 2 (221012.1) Westchester A Chubb Company ADDITIONAL INSURED ENDORSEMENT - PRODUCTS -COMPLETED OPERATIONS HAZARD Named Insured Endorsement Number Ultra Engineering Contractors Inc Policy Symbol Policy Number Policy Period Effective Date of Endorsement CPW G73569692 003 10/01/2023 to 10/01/2024 10/01/2023 Issued By (Name of Insurance Company) Westchester Surplus Lines Insurance Company Insert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: CONTRACTORS POLLUTION LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization(s): As required by written contract, prior to a loss to which this insurance applies. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) 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 injury or damage, to which this insurance applies, caused by or resulting from your work performed for that additional insured and included in the products -completed operations hazard, and only to the extent that such injury or damage is caused, in whole or in part, by your negligence or the negligence of those acting on your behalf. 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: i. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms and conditions of this policy remain unchanged. ENV-3251 (12/18) Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 1 of 1 (22ioi2.2) Westchester A Chubb Company PRIMARY AND NONCONTRIBUTORY — OTHER INSURANCE CONDITION Named Insured Endorsement Number Ultra Engineering Contractors Inc Policy Symbol Policy Number Policy Period Effective Date of Endorsement CPW G73569692 003 10 01 202 to 10 01 2024 10 01 202 Issued By (Name of Insurance Company) Westchester Surplus Lines Insurance Company Insert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: CONTRACTOR'S POLLUTION LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary and Noncontributory Insurance This policy is primary to, and will not seek contribution from, any other insurance available to an additional insured under this policy, provided that: a. The additional insured is a named insured under such other insurance; and b. The named insured has agreed in a written contract or agreement that this insurance would: (i) act as primary insurance; and (2) would not seek contribution from any other insurance available to the additional insured. All other terms and conditions of this policy remain unchanged. ENV-3253 (12-15) Includes copyrighted material of Insurance Services Office, Inc. with its permission Page 1 of 1 (266562.2)