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ENC2025-0022
ta Qa�fra -( \1'I�)IN \l\- 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: 2/17/2025 LOCATION AND CONSTRUCTION: Vista Grande and Jefferson PURPOSE OF CONSTRUCTION: Remove and replace ADA ramp DESCRIPTION OF CONSTRUCTION: For CV Link: Demo, remove and replace an ADA Ramp at Jefferson and Vista Grande APROXIMATE TIME WHEN WORK WILL BEGIN: 3/6/2025 DATE OF COMPLETION: 3/31/2025 COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. 391 N. Main St Ste 302 Corona, CA Ames Construction Freddy Benito 32878 (951) 733-4843 Name of Applicant Business Address Telephone No. 391 N Main St Ste 302 Corona, CA Ames Construction Glenn Polk 92880 (951) 751-8683 Name of Contractor 490481 Contractor's License No. Arch Insurance Company Applicant's Insurance Company Business Address FEES Traffic Control $771.00 Technology Enhancement Fee $38.55 Digital Archiving and Records Management Fee $24.00 Total: $833.55 Telephone No. 769063 City Business License No. 41 PKG1996101 Policy Number PERMIT NO: ENC2025-0022 DATE ISSUED: 3/4/2025 EXPIRATION DATE: 3/4/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 3/5/2025 10:42:17 AM W20-1 LEGEND 1. b EXISTING STRIPING & MARKINGS TO REMAIN b EXISTING STRIPING & MARKINGS TO BE REMOVED LIJ Z J W20-1io C20(CA)(R)0 C20(CA)(BIKE)0 W4-2(R)O. 00' CONTRACTOR INFORMATION: b 4 LIJ ' Z J W Jefferson Street (55 MPH ' �W 10 m Q W11-1 — W16-1Y — — — — — ROADBIKELAN WORK AHEAD RIGHT LANE CLOSED AHEAD BIKE LANE CLOSED AHEAD LANE CLOSED aQo E CLOSED W20-1 W4— 2(R) C20(CA)(R) C20(CA)(BIKE) SC11(8IKE) W11-4 C30(CA) SHARE THE ROAD CROSSWALK SIDEWALK SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED CROSS HERE W1-6(R) Wi-6(L) I W16-1 R9-3 R9-3b(R) I R9-9 I R9-10(L) I R9-11(R) 10) The contractor shall provide for access to all adjacent properties during work hours. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners/operators. 11) All driveways shall remain open at all times. 12) All signs shall be reflectorized and standard size. 13) The contractor shall provide for safe pedestrian access at all times. 14) Each advance warning sign in each direction of travel shall be equiped with at least two flags for daytime closure. Each flag shall be at least 16"X16" in size and shall be orange or flourescent red —orange in color. Flashing beacons shall be placed at the locations indicated for lane closure during hours of darkness. 15) Temporary "No Parking" signs will be posted 72hrs prior to commencing work. 16) Barricades shall be equipped with flashing lights and "Open Trench" (C27A(CA)) signs are required for excavations left open overnight. 17) No deviations or exceptions from these standard notes or plans shall be allowed without prior approval from the Public Works Director/City Engineer. 18) All traffic signal loops destroyed by construction shall be replaced per city traffic engineer's satisfaction. 19) Utility company contractor shall contact the city traffic engineer, 48 hours prior to start of work, so the traffic signal can be set on recall if traffic signal loops will be destroyed. 20) Maximum spacing of delineators in a taper area shall be 35 feet. Maximum spacing of delineators in a tangent area shall be 35 feet. WORKING HOURS: 8:OOAM TO 3:30PM. 220' —SHOULDER TAPER Q = ip U � Q,o :�E U TRAFFIC CONTROL PLANS PREPARED BY: AMES CONSTRUCTION 391 N Main Street, Suite 302 Corona CA 92880 fety MICHAEL STIEGMANN 1(800)-343-2650 www.awpsafety.com 2722 S. Fairview Street SANTA ANA, CA 92704 714/468-1919, 888/503-8539fax REVIEWED 2-27-25 References: FIELD CHECK Thomas Guide VER: 1 20 1 RECOMMENDED 20 1 APPROVED TRAFFIC CITY JEFFERSON CLOSURE PROJECT NO. R9-11(R) PLACE AT WESTWARD HO DR. CROSSWALK SCALE: 1 "=40' 20 CONTROL PLAN OF LA QU N TA STREET RIGHT LANE AT VISTA GRANDE DRAWING NO. 1� "=20' 20 10 0 20 40 60 80 100 FEET SCALES HORIZ. 1 "= SHEET 1 OF 1 INDEX NUMBER ORIGINAL MAP SCALE 1 "=40' 40 20 0 40 80 120 160 200 FEET VERT. 1 "_ T:\\MIKES FILES\CADDRAWING\AMES\JEFFERSON ST RT LANE CLOSURE — LA QUINTA V1 2-25VULCAN AVE FIBER INSTALL SET 11-24 — V1 m I Q 1 x / x / x / ` \+ J \sue J // 17 sCtA To 16 / \ ?AF G.41 A / BACK OF SIDEWALK, CV LINK PATH TO JOIN ° w/ DOWELED JOINT 1� a , 17 + C 0 0 0 n ° \ STL FEE =X- 0 0 0 0 ° ° a \X-X-X- O PAINT CURB RED TO MATCH (E) VISTA GRANDE PLAN SCALE: 1 "=5' MINIMUM CURB SEGMENT NOTE: 02 C&G ASPH AS REQUIRED PER'COLQ' STD. PLAN NO. 250 - CONSTRUCTION NOTE #8: 'DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCHES LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING' RAMPS LINKED TO MULTI -PURPOSE TRAIL ALSO REQUIRE AN APRON WIDTH OF 6 FT WHICH IN TURN REDUCES THE LENGTH OF CURB AVAILABLE TO COMPLY WITH MINIMUM SEGMENT OF CURB. Iftft 0 Z O W 1 „ I /s>o (11.14% (2_19%) ° ° 1 a x a° <x / o o_ c o N CV Q �� Cl) / a x ♦ % ° 8.0% ,. o TO/o 2.1% o . TRAF SIG. ° ° `SQ. \ / � / + / `* � ° �\o o ° ham• moo / ° S6 a 601V ° 8 ° 1.6% d 8. 0 % 0. 5 % ', - \O oo p. e o� �C V• // a O 4 •J� +\ 2.4% + \ 41� 60 9 ° T 00 ° 1 - . �� �� + 0 r �\o 4 ° °e �� I , \ 56.07 0 0 - o\o STL FENCEX R- _ + XX r/ n CROSSWALK 2.8% ° � 4.8%; 2.7% o ° Tl ° 1 �oLO ° 66 0/1 - _ -TRAP , �- 10 LANDSCAPE ° o°o ' SIG. ° Q� 41 41 / o a o n Q 4.58- a� ° rn < o . ° / cIL �' �r a ° , ° \a ° •S a a o ° o6 ° 0.5/� � o / _ < 'Ssr� ASPH (2.31 %) �o (1. 55%) �`-o.1.65% h��o 4.55% <,`�6.96% h��1 0.66% SQL9 TC 55.80 TC 55.32 TC 55.29 TC (54.76) Gi r1r, %n Gi rn 510 P rA 70 TC (57.55) (6' SMI) FL (57.20) U TC 57.34 FL 56.84 TC 56.88 FL 56.38 a co Q JEFFERSON CROSSWALK 0 0 U Y J 0 Q r VISTA GRANDE GRADING PLAN SCALE: 1 "=5' DESIGN CURB SEGMENT = 2.1 FT TO COMPLY WITH CITY STANDARD WILL REQUIRE RESTRIPING CROSSWALK TO A WIDTH OF 1 V-9" VISTA GRANDE CROSSWALK DESIGN CURB SEGMENT = 2.0 FT TO COMPLY WITH CITY STANDARD WILL REQUIRE RESTRIPING CROSSWALK TO A WIDTH OF 10'4' FL (54.26) GENERAL SHEET NOTES 1. LOCATIONS OF UTILITIES ARE APPROXIMATE AND DEPTHS ARE UNKNOWN. USE BORING INFORMATION AS A GUIDE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED IN KIND AT THE EXPENSE OF THE CONTRACTOR. 2. FIELD VERIFY EXISTING FEATURES AND UTILITIES AS REQUIRED. 3. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT, UNLESS OTHERWISE NOTED. 0 SHEET KEYNOTES 1. DEMO PORTION OF (E) CURB RAMP AND CONSTRUCT CURB RAMP'CASE A' PER CITY OF LA QUINTA 'COLQ' STD. PLAN NO. 250, CURB RAMP DETAILS. 2. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS', HT = 0" @ BEGINNING OF RAMP. 3. CONSTRUCT DETECTABLE WARNING, PER 'COLQ' STD. PLAN NO. 250 (SHT 7), TRUNCATED DOME CONCRETE TILE DETAIL. 4. DEMO PORTION OF (E) SIDEWALK AND CONSTRUCT SIDEWALK PER 'COLQ' STD. PLAN NO. 240, SIDEWALK AND CURB. 5. DEMO (E) SPANDREL AND CONSTRUCT SPANDREL PER 'COLQ' STD. PLAN NO. 230 AND 231, CROSS GUTTER LAYOUT. 6. CONSTRUCT GUTTER FLOW LINE. 7. SAWCUT (E) ASPHALT, MIN 2 FT. 8. REMOVE ASPHALT PAVEMENT AND REPLACE IN KIND. 9. REPLACE CROSSWALK PAVEMENT MARKINGS IN KIND. 10. JOIN (E) CURB. 11. JOIN (E) CONC AT JOINT w/ #4 DOWELS. 12. CONSTRUCT PAVEMENT JOINT. 13. PROTECT IN PLACE (E) CROSS GUTTER. 14. PROTECT IN PLACE (E) VALVE COVER, ADJUST TO GRADE AS REQUIRED. 15. PROTECT IN PLACE (E) SIGNAL POLE. CONSTRUCT CONCRETE VARIABLE HEIGHT, 4-INCH WIDE CONCRETE CURB AS REQUIRED FROM (E) BASE PLATE ELEVATION TO MEET SIDEWALK GRADES AS SHOWN. 16. RELOCATE (E) SIGNAL PULL BOX AS SHOWN, ADJUST TO GRADE AS REQUIRED. 17. PROTECT / RESTORE / OR CONSTRUCT NEW LANDSCAPING & IRRIGATION IN -KIND TO MATCH (E) ADJACENT LANDSCAPING FOR ALL CONSTRUCTION REMOVAL AREAS AND DISTURBED AREAS. 18. CURB SEGMENT LENGTH WITHIN CROSSWALK, SEE 'MINIMUM CURB SEGMENT NOTEON THIS SHEET. 19. REMOVE (E) STRIPE AND ANY CONFLICTING STRIPING. REPLACE STRIPE AS SHOWN IN -KIND. FIELD MARK PROPOSED STRIPING FOR CITY APPROVAL PRIOR TO PLACEMENT. N 5 0 5 10 SCALE PLAN SCALE FEET VOLUME 6 INFO Underground Service Alert APPROVED BY: R.C.E. NO. PRIME CONSULTANT SHEET TITLE SHEET NO. PROJECT NO: 2015-093 QROFESS/p� alta LA QUINTA I RIVERSIDE COUNTY�o s F,QCAD DWG FILE: CVLV5-302-CE514 DI K �� �, ,,�DATEit CV/LINK V5-LQ: LA QUINTA ® �' e 42110 z m DESIGNED BY: SRB J E F F E RSO N ST EAST { R.C.E. N0. ' ' CONNECTING THE COACHELLA VALLEY CE514 DRAWN BY: SRB � * APPROVED BY: .e SIDEWALK IMPROVEMENTS REVIEWED BY: MR �Q PREPARED UNDER THE DIRECT SUPERVISION OF: DIAL TOLL FREE y�, cI� i�. �� MULTI -MODAL TRANSPORTATION FACILITY w DATE: 12.2.2024 1-800-4WORK3 F �F \FO DATE �`���- CVAG N AT LEAST TWO WORKING DAYS cA� STEVEN B. FRIESON 12-02-24 COACHELLA VALLEY - CALIFORNIA DETAILED PLAN `" MARK DATE DESCRIPTION SCALE: AS SHOWN BEFORE YOU DIG DATE www.altaplanning.com SHEET OF A10-31-24 SIDEWALK CONNECTION Lu Q 6-24-24 PATH REVISIONS `n I MARK DATE DESCRIPTION INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-301-CP515 DESIGNED BY: BTE DRAWN BY: BTE REVIEWED BY: JAD DATE: 10.31.2024 SCALE: AS SHOWN PLAN SCALE: 1" = 40' w PVI STA: 2+32.45 PVI STA: 3+20.00 b > PVI ELEV: 55.13 PVI ELEV: 50.92 K: 26.32 K: 12.12 70 LVC:100.00 LVC:40.00 bi LO � M (q LO � cM O 00 O r` 0 00 o N cm J Q 00 � 00 � O LO 't LO U) O W N W c+M W c'') W co > m > w > m > w ofto m w m w U ft _ � o0 0 LO ++� P �� J-5F U)III R60 (D w 0 F — FG @ C/L CO o _ -1.00�io + o _ _ `11 < 11 L .... co `�w m co J E + CN \ _1 50% 50 U N -2.00% w \ 00 rn .4 ti C\! GB STA = 3+68.27 \ \ ELEV = 50.200 EG @ C/L coM � U \ w \ > LU LLI J CY) 00 (D (D W IL r_: L0 L6 Ln Lr) Ln p Lr) Ln Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG jX9 P DE tq CO 4 m Z Ld C43880 M \F OF CA-0F�Q�\� 1 +00 2+00 MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVE■RANCHO MIRAGE■CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 PREPARED UNDER THE DIRECT SUPERVISION OF: JULIAN A. DE LA TORRE C43880 DATE APPROVED BY: APPROVED BY: 3+00 4+00 70 .m 50 C. V. W. D. APPROVAL /� APPROVAL OF THIS DRAWING BY C. V. WD. IS ONLY THAT PORTION WITHIN //// C.V W D. RIGHT OF WAY FOR ENCROACHMENT PERMIT NO. // APPROVAL OF THIS DRAWING BYC.V.W D. DOES NOT INCLUDE APPROVAL OF ANY PORTION OF THE PROJECT AS TO THE ADEQUACY OF ITS INTENDED FUNCTION. C.V.W.D. DRAWING APPROVAL Checked: DATE / PROJECT ENGINEER Recommended: DWG NO. / \ DIRECTOR OF ENGINEERING Revisions DATE I APPR. 40 0 20 40 80 SCALE PLAN SCALE FEET <T> SECTION ASSEMBLY T TRANSITION PATH WIDTH FROM 6 FT TO 14 FT y y ' Ea U 3 2 3 LU N � BUFFER PATH BUFFER T TRANSITION PATH WIDTH TO 20 FT ' o\\��CIL`(�yyo FCLLU 10'10� s s N BUFFER PATH BUFFER T TEE INTERSECTION CODE: B BARRIER F FENCE S SLOPE PROTECTION C CURB R RAILING W WALL R.C.E. NO. PRIME CONSULTANT SHEET TITLE DATE it %Mv CV/LINK . + r CONNECTING THE COACHELLA VALLEY R.C.E. N0. � �1 MULTI -MODAL TRANSPORTATION FACILITY DATE PAARV--- - 4-CVAGwww.altaptanning.com COACHELLA VALLEY - CALIFORNIA O SHEET KEYNOTES 1. PROPOSED CONCRETE SLOPE PROTECTION PER CVWD STANDARDS. 2. SAWCUT (E) ASPHALT MIN 5 FT FROM EDGE OF PATH AND REMOVE (E) ASPHALT PAVEMENT. CONSTRUCT CONC PATH AND REPAVE 2 FT WIDE ASPHALT SHOULDERS @ 5% MAX AND SMOOTHLY TRANSITION ASPHALT @ 5H:1V MAX TO MATCH EXISTING GRADE. 3. TAPER PATH WIDTH AS REQUIRED TO ALIGN WITH THE 6 FT WIDE LANDING AT BACK OF PROPOSED SIDEWALK. MATCH GRADE OF SIDEWALK AND CONNECT WITH DOWEL CONSTRUCTION JOINTS PER CALTRANS STD P10. 4. REMOVE MIN OF 40 LF OF STEEL FENCE, 5 FULL PANELS. 5. REMOVE 24 LF OF CONCRETE CURB, CENTERED ON PATH. 6. CONSTRUCT DECOMPOSED GRANITE (DG) AREA, SEE 2/CD802. MATCH BACK OF SIDEWALK AT SCORE JOINTS (WIDTH = 9.7'± LT SIDE & WIDTH = 7.5'± RT SIDE). KEY MAP I- O - MILES AVE INDIAN SPRINGS GOLF CLUB LAFAYETTE CT WESTWARD HO DR AVE 46 L A QUINTA I�� LA QUINTA / RIVERSIDE COUNTY V5-LQ: LA QUINTA 49-11A PLAN & PROFILE BEGIN TO END �Ar o� INDIO VOLUME 5 SHEET NO. CP515 SHEET OF ZL 45083 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2025-0022 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 be notified 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 (%") 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 two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base 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. 2. Q 5. on PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) In addition to the standard permit conditions, the following shall apply: 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. The permittee may only work at night if approved by the City Manager. Night work may be halted if the city receives complaints about the work. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall request an appointment for a preconstruction meeting with the City Inspection staff. 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. Access and egress to all local properties shall be maintained at all times. It is the responsibility of the permittee to inform the surrounding businesses of this work. 7. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 8. Ames Construction (Freddy Benito), hereinafter referred to as " Permittee", shall be responsible for providing continuous dust and erosion control. 9. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 10. 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 1 st 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) neither before 8:30 a.m. nor after 4:30 p.m. Special Conditions Page 1 of 8 PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) 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 Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 12. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 13. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 14. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 15. 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. 16. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 17. 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. 18. Ames Construction (Freddy Benito), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 8 PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) 19. 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. 20. 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 at least 2 weeks prior to start of construction or parking on the paved R/W. 21. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 22. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 23. 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. 24. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5t' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. Special Conditions Page 3 of 8 PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) 25. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. 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. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required prior to building permit issuance. 26. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 27. 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. 28. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), Coachella Valley Water District (CVWD), other City, County or jurisdictions if any of the work or traffic control devices extend into the CalTrans, CVWD, other City, or County right of way. 29. 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 30. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. — 1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. Special Conditions Page 4 of 8 PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) 31. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 32. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 33. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via j etting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. Special Conditions Page 5 of 8 PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 34. 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. 35. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 36. 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. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. Special Conditions Page 6 of 8 PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. 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. 37. 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. 38. 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. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. 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. 41. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. 42. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. Special Conditions Page 7 of 8 PERMIT NO. ENC2025-0022 CV Link Project / Demo, Remove, and Replace ADA Ramp / Jefferson St and Vista Grande (Work within La Quinta City Limits Only) B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED j E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 8 of 8 7E1(MM/DD1YYYY) °CERTIFICATE OF LIABILITY INSURANCE / 15/2024 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 CONTACT SimDns NAME: Anna Holmes Murphy & Associates PHONE FAX 2727 Grand Prairie Parkway vc xt No E: 612-349 2470 A/c No:612-349-2490 Waukee IA 50263 ADDRESS: asimons@holmesmurphy.com INSURER A: Arch Insurance Company 11150 INSURED AMECONPC6 INSURERB: Arch Indemnity Insurance Company 30830 Ames Construction, Inc. 2500 County Road 42 W INSURERC: Burnsville, MN 55337 INSURERD: INSURER E : COVERAGES CERTIFICATE NUMBER: 1131032744 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 SUBR NUMBER PICPOLICY MM DDY/YYYY EXP MM DDY/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 41PKG1996101 12/1/2024 12/1/2025 EACH OCCURRENCE $2,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 X MED EXP (Any one person) $ 10,000 Contr Liab Per X Policy Form/XCU PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY JE � LOC PRODUCTS - COMP/OP AGG $ 4,000,000 $ OTHER: A AUTOMOBILE LIABILITY 41PKG1996101 12/1/2024 12/1/2025 COMBINED SINGLE LIMIT Ea accident $2,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ I PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ g WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N 44WCI1996101 12/1/2024 12/1/2025 X PER OTH- STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE N E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N / A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 B Stop Gap 44WCI1996101 12/1/2024 12/1/2025 Applies to ND, OH, WA, WY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License/Permit Requirements Additional Insured only if required by written contract with respect to General Liability applies on a primary basis and the insurance of the additional insured shall be non-contributory: City of La Quinta Waiver of Subrogation only if required by written contract with respect to Workers Compensation applies in favor of: City of La Quinta CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of La Quinta 78495 Calle Tampico La Quinta CA 92253 AUTH RIZED REPRESENTATIVE �^ © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 41 PKG1996101 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 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 Organ ization(s): Location(s) Of Covered Operations ALL PARTIES WHERE REQUIRED BY A WRITTEN CONTRACT 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) desig- nated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equip- ment 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 in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 ❑ POLICY NUMBER: 41PKG1996101 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 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 SCHEDULE Name Of Additional Insured Person(s) Or Organ ization(s): Location And Description Of Completed Operations ALL PARTIES WHERE REQUIRED BY A WRITTEN CONTRACT Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 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 dam- age" caused, in whole or in part, by "your work" at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". CG 20 37 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 ❑ COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 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Endorsement Effective ❑ ❑®❑ ❑❑ ❑d a'm❑ ❑❑❑❑ ❑❑ Insured AMES CONSTRUCTION, INC. r❑❑ [EI❑ FM❑❑❑ [Lom❑❑m❑❑❑❑❑❑❑❑R❑❑ 1L[1D❑M❑®❑ ®❑❑R❑❑❑❑ ❑❑M❑❑❑❑ D❑❑❑ ❑❑®❑❑❑❑ ❑❑❑❑�=❑❑d ❑❑ WC 00 03 13 -d - © 1983 National Council on Compensation Insurance.