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ENC2022-0046ta Qa�(& -- GEM jilr DESERT - ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works irnprovements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 7/1/2022 LOCATION OF CONSTRUCTION (Street address or Description): 81600 AVE 58 (IN FRONT OF IID OFFICE) PURPOSE OF CONSTRUCTION: REMOVE AND REPLACE DAMAGED SIDEWALK AND CURB RAMPS: PER CITY STANDARDS 200, 245, 250 DESCRIPTION OF CONSTRUCTION: FOR IID - SIDEWALK AND CURB RAMPS REPAIR DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/11/2022 TIME OF COMPLETION: 7/29/2022 ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. 'SignatuA of Applic nt or Agent IMPERIAL IRRIGATION DISTRICT- SERGIO PETERSON 81600 58TH AVENUE LA QUINTA, CA92253 Name of Applicant (please print) Business Address WESTCON CONSTRUCTION SERVICES - RAFAEL RODRIGUEZ 81149 INDIO BLVD INDIO, CA 92201 Name of Contractor and Job Foreman Business Address 1089263 Contractor's License No. SCOTTSDALE INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 LIC-770156 City Business License No. RBS0080627 Policy Number PERMIT NO: ENC2022-0046 DATE ISSUED: 7-1-022 EXPIRATION DATE: 7-1-2023 BY: AL WORK INSPECTED BY*: PERMIT COMPLETION DATE*: Telephone No. (760)775-7070 Telephone No. *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. �A. M "0 8th Ave 58th Ave 5$th Ave r �alp - � _ I* 7 At s � r map daw f,2022 , htop dma 02022 unsed Stases Terms Prtvncy Send iekback 20 h Gaggle. 58th Ave 58th Ave :ram 4� 1 ~ -- F czaaa aINNT LAN[ yc M09 P]q TUM LIGHT CA MUTCD TA-22B (CA) NOT TO SCALE SIDEVIA K 52 Work Area Traffic Control Handbook Sidewalk Detour or Diversion 7Y1X SSYY7 ova n xmxi s 48 irdws MIN. �R9-11 a SIDEWALK CLOSED R9-9 i YALI {'t95C0 CROSS RM �J R9-11 a W20-1 IYOAIs --' AkEAD (optional) SIDEWALK DETOUR W20-1 R9A0 * waAx f AHFr50 SIDEWALK DIVERSION CA MUTCD TA-28 NOT TO SCALE CALE TRAFFIC CONTROL PLAN DIMENSION GUIDELINES TEMPORARY 7 SPEED Dimension Dimension Dimension Dimension L/3 Dimension "E" MAXIMUM MAXIMUM MAXIMUM CHANNELIZER CHANNELIZER CHANNELIZER MPH A/B/C (2) ADVANCE L MERGING L/2 SHIFTING MINIMUM BUFFER SPACE(4-A) TAPER SPACING TANGENT CONFLICT WARNING SIGN TAPER TAPER LENGTH SHOULDER and (3) SPACING SPACING (6) SPACING(5) LENGTH- TAPER FLAGGER STATION (3I STOPPING SIGHT DISTANCE (4.9) (0%) (-3%) (-B%l MPH Ft ft ft ft ft ft ft ft 25 100 125 65 45 (155) (160) (1.65) 25 50 12 30 250 180 90 60 (200) (205) (215) 30 60 1s 35 250 245 125 1 85 (250) 260) (276) 35 70 17 40 250 320 160 110 (3D5.) (31$) (335) 40 80 20 45 350 540 270 180 (360) (380) (400) 45 90 22 50 350 600 300 200 (425) (450) (475) 50 100 25 55 500 1 660 1 330 220 (495) (520) (555) 50 100 25 60 500 720 ; 360 240 (570) (600) (640) 50 100 25 65 500 780 1 390 260 1 (645) (685) (730) 50 100 25 (I) ftik on Freewup SW FKVresawAYJ%mien meor Ins C840Aa P SISndBrd frtanf VAno 51And4Id SpeCin.;@UGn reauirenwnts 1 Posted Speed or observed operating speed (whichever is greater) (2) (3) Channelizer spacing shall be reduced lay, half at areas where work is taking place on curves or areas of head-on conflict (4-A) Buffer space may be inserted in low -speed urban areas and should be inserted in high-speed urban and rural areas (4.9) The Slopping Sight Distanos should enable Read Ueers to we the Primary Flagger Station and safely stop (5) Sign spacing in rural areas should be 500 ft_ _ - (0) r : Tabio OF-SOS(CAl CONCRETE MAXIMUM IMPROVEMENT TYPE CLASS SLUMP (SEE NOTES BELOW) (INCHES) CONCRETE PAVEMENT 520-A-2500 3" CURB, INTEGRAL CURB AND PAVEMENT, GUTTER, SIDEWALK, CURB RAMPS 520-C-2500 or 4„ 520-C-2500P EXTRUDED CURB, CURB & GUTTER 520-C-2500 2" DRIVEWAYS, DRIVEWAY APRONS, CROSS GUTTERS & SPANDRELS 560-C-3250 or 5" or 4" 565-C-3250P RESPECTIVELY PIPE COLLARS, MANHOLES, CATCH BASINS, SIDEWALKS CULVERTS 560-C-3250 or 5" or 4" 565-C-3250P RESPECTIVELY TRENCH BACKFILL SLURRY (2 SACK SLURRY) 100-E-100 5" TRAFFIC SIGNAL FOUNDATIONS, SURVEY MONUMENTS 565-A-3500 4" FENCE AND GUARDRAIL POST FOUNDATIONS 500-C-2500 5" CONCRETE NOT OTHERWISE SPECIFIED 560-C-3250 or 5' or 4" 565-C-3250P RESPECTIVELY NOTES: 1. USE B AGGREGATE GRADATION WHEN PLACING CONDITIONS PERMIT. FLY ASH USE IS NOT ALLOWABLE, EXCEPTING USE OF CLASS F FLY ASH FOR SPECIAL EXPOSURE CONCRETE FOR CORROSIVE SOIL CONDITIONS PER TABLE 201-1.2.5 OF THE 2006 GREENBOOK 2. CORROSIVE SOIL IN CONTACT WITH CONCRETE (HIGH SULFATES, HIGH CHLORIDES AND/OR LOW RESISTIVITY) SHALL UTILIZE CONCRETE MIX SPECIFICATION. APPROVED CORROSIVE SOIL ISOLATION METHODS SHALL INCLUDE CONCRETE INSTALLATION ON CRUSHED AGGREGATE BASE (CAB) OR CLASS II BASE. _ 3. USE CLASS II BASE OR CRUSHED AGGREGATE BASE (CAB) PER STANDARD PLAN OR STREET SECTION. NO CRUSHED MISCELLANEOUS BASE UNLESS SPECIFIED BY PLAN AND CITY ENGINEER. SIDEWALK, CURB AND GUTTER PLACEMENT ON 6 INCH MINIMUM, 90% COMPACTED NATIVE PER ASTM D1557 OR PER SPECIFIC SOILS ENGINEER RECOMMENDATION AS APPLICABLE. 4. PREMOLDED Yz" THICK EXPANSION FELT PER CITY STANDARD 208SHALL BE INSTALLED AT INTERVALS NO GREATER THAN 30 FT, FOR ALL TYPES OF CONCRETE FLAT WORK AND CURB/GUTTER, INCLUDING AT THE B.C. AND E.C. OF CURB RETURNS, AT Y4 DELTA INTERVALS AT ALL RETURNS, AS WELL AS AT THE ENDS OF DRIVEWAYS AND AT ADJOINING STRUCTURES. EXPANSION FELT TO INCLUDE WOOD CAP FOR ALL FLATWORK AND NOT REQUIRED AT CURB AND GUTTERS. JOINTS IN SIDEWALKS TO BE IN ALIGNMENT WITH THOSE IN THE CURB & GUTTER WHEN THE TWO ARE ADJACENT. DEEP SCORE, Y16" WIDE WEAKENED PLANE JOINTS ( 1 Y" INCH DEEP FOR CURB & GUTTER, 1 INCH DEEP ALL OTHERS) SHALL BE INSTALLED AT 10 FT INTERVALS PER CITY STANDARD 208. WEAKENED PLANE JOINTS SHALL BE. FINISHED WITH A Y4 INCH RADIUS EDGING TOOL. POLYETHYLENE SHEETING (1 MIL OR GREATER THICKNESS) OR EQUIVALENT BOND BREAKER SHALL BE PLACED AT ALL BACK OF CURB/FLATWORK INTERFACES, INCLUDING STAMPED .CONCRETE MEDIANS. 5. ALL DRIVEWAYS AND DRIVEWAY APPROACHES SHALL BE A MINIMUM OF 6 INCHES THICK. ALL SIDEWALKS SHALL BE A MINIMUM OF 4 INCHES THICK WITH SIDEWALKS AND OTHER FLATWORK SUBJECT TO VEHICULAR TRAFFIC A MINIMUM OF 61NCHES THICK. - 6. NEW CONCRETE SPLICES OR CONNECTIONS TO EXISTING CONCRETE SHALL HAVE #4 REINFORCING STEEL DOWELS INSTALLED A MINIMUM OF 31NCHES INTO EXISTING AND NEW CONCRETE OR EQUIVALENT. KEY OF A MINIMUM OF 4 INCHES. 7. COLORED CONCRETE SHALL BE CURED WITH W.R. MEADOWS VOCOMP-20 WATER BASED ACRYLIC CURING AND SEALING COMPOUND OR EQUAL. REVISIONS T� 4 � STANDARD • DEPARTMENT OF PUBLIC WORKS PLAN No. No. DATE ENGINEERING DIVISION APPROVED BY: J CONCRETE ///���00 TIMOTHY O A SON, P.E. .DATE SPECIFICATIONS ISHEETPublic Works Dir r/CiryEngineer R.C.E. No. 45643 R-sw IMN, 1000' M,Ax. :r MIN. CF- - -_- - 14' TO 2Y 27 SIDEWALK EASEMENT R-60V VAR ES 1W TO ZV R-1000 VARIES 240' TO 28a 5:1 MAX. SLOPE V TO FL -CIF R 6-8- • • 41•To sr PARKWAY 31 MAX. SLOPE LAN DSCAPiI 0 IN PARKWAY a 3ETBACK TO BE MAINTAINED BY OTHER2, NOT BY CIT (SIOEWALK ONLY, MAINTAINED SYCITY) MIN. w 211 �} �• f a. • A � a1 %� , ` t JA A I VARIES 6• $ r MIN. 25 L4M, * SLOPE MAY WCREASE TO 33!% i \ ■ �r 1 BEYOND RjG T-OF-WAY LINfT "VaDTH SHALL BE CON NON -ARTERIAL STREETSAMD NQM Ir 004 ARTERIAL STREETS OR SHARED GOLF CART USE. I. RADII FOR CURVED SIDEWALK{ SHALL BE BETWEEN 600' AND 10W, Z ALL RADII SHALL BE 5 i'AC4ERED. 3. EASEMENT REQUIRED FOR SIDEWALKTHAT EXTENDS BEYOND RIGHTOF WAY LINE 4, SIDEWALK SH&L BE A AAMMUM OF & IN WnTH ADJACENT TO CURB & SVBNALK SHALL BE Y AWAY FROM CURB FACE EXCEPT AT CURBB RE]URNS AND BUS SIOPS- B. SIDEWALK LAYOUT ON PLANS IS CONCEPTUAL ONLY. APPROVAL OF THE F44AL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELDAN DADJUSTED AS NECESSARY TO MW FIELD CONDMONS AS APPROVED BY THE INSPECTOR PRIOR TO FINAL CONSTRICTION. 7. CONCRETE SHALL BE CLASS •'C' REY:SiGliS aEPARTI+IENT 4F AUaCIC VNOFtK3 EriGMERM DNtS*N �+ � � � SiAI�ARD PLAN bw Ib i�FL 245 App*mo sy. 1y -s `".,,� MEANDERING SIDEWALK Imo, =R �` «I t���o•i SINGLE RAMP RADIUS < 35' EXPANSION JOINT - (SEE STD. NO- 208) WHEN SIDEWALK IS AT THE RIGHT-OF-WAY OR WHEN MEANDERING EXPANSION JOINT (SEE STD. NO. 208) Y2 DELTA C14 00 1 ti�i A WEAKENED PLANE JOINT (SEE NOTE 6) CURB AND GUTTER DETAILS PER STD. NO. 201 OR 202 24" MIN, CURB WITHIN MARKED CROSSWALK (SEE NOTE 8) TRUNCATED DOME CONCRETE TILE DETAIL STD. 250, SHEET 7 OF 8 4' SEE NOTE 4 2' 2' I� MAX. FLUSH (SEE NOTE 3) 2% PVMT. �� -` 59G fillAaf;, . COLD JOINT - .X. 4' MIN. i I 10'MIN - - 12' -- 6' TO t 4' M!N LANDING WEAKENED PLANE JOINT (SEE NOTE 6) WASHED EXPOSED AGGREGATE FOR RAMPS LINKED TO MULTI -PURPOSE TRAIL 24" MIN. CURES WITHIN MARKED CROSSWALK (SEE NOTE 8) SEE TABLE "X" ON SHEET 6 CROSSWALK 45' 1- A101' RAMP CONSTRUCTION SHALL INCLUDE CURB AND GUTTER AND SIDEWALK FROM BCR TO ECR Y (SEE TABLE Y BELOW)' 4' MIN. SEE NOTE 1 3' TOP OF DETECTABLE RAMP ROUNDED WARNING 4 �— SEE NOTE 7 TRUNCATED DOME CONCRETE TILE DETAIL STD. 250, SHEET 7 OF 8 SECTION A A SEE SHEET 8 OF 8 FOR NOTES APRON WIDTH TABLE - W TABLE Y W RAMP TYPE CIF Y" 4' STANDARD PEDESTRIAN 6- 7.90' Y = CURB FACE {FT) 6.33k LINKED TO 9 8" 10.53' 6 MULTI -PURPOSE TRAIL " 'Y' SHALL NOT EXCEED 10.53', UNLESS APPROVED BY THE CITY ENGINEER SCALE REVISIONS ,+�` DESIGN AND DEVELOPMENT STANDARD N�I�S Na DATE '/�,(II W DEPARTMENT PLAN NO. APPROVED BY: 250 CURB RAMP Nw BRYAKIMCKINNEY.P.E. DATE CASE A SHEET City Enginoor 1 OF 8 �OF R-CX No.49498 SINGLE RAMP EXPANSION JOINT 6' TO i RADIUS 525' (SEE STD- NO. 20$) CURB AND GUTTER DETAILS SEE PROFILE PER STD. NO. 201 OR 202 SHEET 6 OF 8 DELTA OCR 4' MIN. LANDING Y2 - N WEAKENED PLANE JOINT (SEE NOTE 6) -D� �� 24" MIN. CURB WITHIN MARKED CROSSWALK (SEE NOTE 8) SEE TABLE "X" ON SHEET 6 EXPANSION JOINT (SEE STD. NO. 208) ?�" CROSSWALK w x f t: l `45` _ J 4' MIN. LANDING, 4 MIN, 0 A WEAKENED PLANE JOINT 2 Ca (SEE NOTE 6) 19MIN RAMP CONSTRUCTION SHALL 24" MIN. CURB WITHIN MARKED 12' INCLUDE CURB AND GUTTER AND CROSSWALK (SEE NOTE 8) SIDEWALK FROM BCR TO ECR TRUNCATED DOME CONCRETE TILE DETAIL STD. 250, SHEET 7 OF 8 4' CONSTRUCT RETAINING SEE NOTE 4 CURB UNLESS OTHERWISE SPECIFIED 2' 2' 3' 4" MIN. MAX- DETECTABLE FLUSH WARNING (SEE NOTE 3) 2°Io 2% PVMT.- ~- f-- -MIN. COLD JOINT —1 SEE NOTE 7 TRUNCATED DOME CONCRETE TILE DETAIL STD. 250. SHEET 7 OF 8 SECTION A -A SEE SHEET 8 OF 8 FOR NOTES SCALE NTS REVISIONS &,�t nSr, ('j8� pESIGN AND DEVELOPMENT DEPARTMENT STANDARD PLAN NO. 250 No. DATE �• +• ;- c DF APPROVED BY- 15' CURB RAMP CASE + SHEET 2 OF 8 8RY MCKINNEY, P. DATE City Engrn°er R.C.E. No. 49416 ❑ 12 (CASE S) 14 (CASE D) x w x SHORT APRON LONG (15' MAX) PROFILE CASE B & D CF (IN) RADIUS SIDE (FT) SLOPE x TC GRADE ALONG CURB RETURN 1% 2% 3% 4% 5% 6% 6" 35' 10% _ X9 4.6 4.2 3.9 3.6 3.4 3.2 XL 5.6 6.3 7.2 8.4 10.0 12.5 8" 35' 10% Xs 6.1 5.6 5.2 4.8 4.5 4.2 XL 7.5 8.4 9.6 11.2 13.4 15.0 0mra11-]1# I TO CALCULATE '7C" DIMENSION SHORT SIDE (DOWN SLOPE): CURBFACE (FT) Xs tom) w SIDE SLOPE + TC GRADE LONG SIDE (UP SLOPE): >Y (FT) = CURBFACE (FT) SIDE SLOPE - TC GRADE ENGINEER TO SHOW Xs AND XL ON IMPROVEMENT PLANS SCALE REVISIONS &ht �} DES}GN AND dEVELDPMEiVT STANdARD S Qu&m DEPARTMENT PLAN NO. NO.N 250 No. DATE`�r}j�l APPROVED BY: LAG CURB RAMP SHEET OYXk MCIUNNEY, P. DATE ��DF City Engineer 6 OF 8 R.C.E. No. 49418 CONTRAST BORDER WIDTH ? 4" TYP (1" MIN. PER CBC) LIGHT -ON -DARK OR DARK -ON -LIGHT AT INTERIOR AND PERIMETER JOINTS USE STABILIZED POLYMERIC BEDDING SAND JOINT WIDTH ¢ •� CONCRETE TILE DETECTABLE WARNING DOMES, IN -LINE PATTERN (WAUSAU TILE, TYPE 2, SERIES ^" U4008, �"�o; OR EQUAL) YELLOW THIN -SET MORTAR BED PER MANUFACTURERS ' 4 a e p RECOMMENDATION e � a o � . 3'-0" 2.00". ISOMETRIC VIEW NOT TO SCALE 11,813" 2.3" - 2.4" 0 1 0 0 .65" MIN i 0 0 0 A A 0 0 1.125" 1.125" 0 0 0 o 11.813" 2.3%2.4" o I CONCRETE TILE DETECTABLE WARNING DOMES IN -LINE PATTERN SCALE: 3"=1'-0" (WAUSAU TILE, TYPE 2, SERIES U4008, eHARR''RED OR EQUAL) YELLOW SCALE VARIOUS No. DATE Tdit 4 wy4 APPROVED BY: ••� BRY MCKINNEY.P.E. DATE cry Englmo7 R. C. E_ No. 49418 4" CONCRETE (SEE NOTE 7) 6" CLASS II BASE OR CAB BELOW CURB RAMP AREA (SEE STANDARD 200, NOTE 3) 20' -� .45' SECTION A -A SCALE: 1 "=1 " DESIGN AND DEVELOPMENT DEPARTMENT STANDARD PLAN NO. 250 TRUNCATED DOME CONCRETE TILE DETAIL SHEET 7OF 8 CONSTRUCTION NOTES: i. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4 FOOT LANDING, THEN USE THE CASE "B" RAMP. 2. IF SIDEWALK IS LESS THAN 6 FEET WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE B. MINIMUM 51DEWALK WIDTH IS 4 FEET FROM BACK OF CURB. 3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 4. MAXIMUM SLOPES OF ADJOINING GUTTERS: THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5% WITHIN 4 FEET OF THE BOTTOM OF THE CURB RAMP. 5, RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE 'B' RAMP). 6. CONSTRUCT EXPANSION JOINTS AT'4 AND 34 DELTAS WHEN RADIUS EQUALS 35 FEET. AND RADIALLY IF ANGLE POINT OCCURS. 7. CONCRETE SPECIFICATION PER CITY STANDARD 200 - CONCRETE SPECIFICATIONS 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 DETECTABLE WARNING NOTES: YELLOW 1. TRUNCATED DOMES SHALL BE WAUSAU TILE, TYPE 2, SERIES U4008 OR EQUAL (Q rAoovrawc-K 4,E&y• IN -LINE, PRE -CAST CONCRETE TILES AND GROUTED IN PLACE. NO SURFACE APPLIED DOME MATS ARE ALLOWED. USE STABILIZED POLYMERIC BEDDING SAND AT TRUNCATED DOME TILES AT INTERIOR AND PERIMETER JOINTS. JOINT WIDTH <'•e". 2. CURB RAMPS REQUIRE DETECTABLE WARNING DOMES FOR THE FULL WIDTH AND THREE (3) FEET IN DEPTH OF THE CURB RAMP SLOPE FROM THE CURB LINE WITHIN THE PUBLIC RIGHT-OF-WAY. 3. PRIVATE (ONSITE) TRUNCATED DOME INSTALLATION TO EXTEND FULL WIDTH AND DEPTH OF RAMP PER CALIFORNIA BUILDING CODE, EXCLUDING PRIVATELY FUNDED SINGLE FAMILY RESIDENCES. 4. THREE RUNNING FEET OF TRUNCATED DOMES AT FLUSH CURB INSTALLATIONS ARE REQUIRED FOR HAZARDOUS VEHICULAR AREAS. BOLLARDS ARE UTILIZED FOR PEDESTRIAN PROTECTION AT FLUSH CURB RETURNS OR EQUIVALENT FACILITIES AS APPROVED BY THE CITY ENGINEER. 5, SUBMIT CONCRETE DOME TILE AND POLYMERIC BEDDING SAND SPECIFICATIONS OR SAMPLES TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. 6. THE DETECTABLE WARNING SURFACE SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS 6" FROM THE CURB FACE. 7. MATCH ALL TILE CORNERS SUCH THAT ALL TRUNCATED DOME TILES ALIGN AND MAINTAIN DOME DIMENSIONAL SPACING. TRUNCATED DOME TILES SHALL BE ALIGNED PARALLEL WITH RAMP SLOPE DIRECTION. TRUNCATED DOME TILES CUT TO MATCH RETURN RADIUS. GRIND EDGE TO AVOID TRIP HAZARD. AS REQUIRED. SCALE REVlSlDNSceitq�, s W 4 DESIGN AND DEVELOPMENT STANDARD PLAN NO_ No. DATE NT5 si�J+!,_` DEPARTMENT 250 APPROVED BY: CURB RAMP f' I ZIS CONSTRUCTION SHEET ~ n• �- w� NOTES 6R N 1NCISINNEY. P.E. DATE c� '�4F71 '• City Engineer R•C.E. No. 49418 8 O F 8 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2022-0046 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ® R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of Backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (Y) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2022-0046 For IID/ Remove and Replace Damaged Sidewalks and Curb Ramps / 81600 Ave 58 (IID Headquarter) In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 4. Imperial Irrigation District (Sergio Peterson) and/or Westcon Construction Services (Rafael Rodriguez), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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 (i.e. any 4 lane street) before 8:00 a.m. 8. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 5 PERMIT NO. ENC2022-0046 For IID/ Remove and Replace Damaged Sidewalks and Curb Ramps / 81600 Ave 58 (IID Headquarter) 9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 10. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 11. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. Any land on which Williamson Act contracts apply shall remain undisturbed. 14. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. Special Conditions Page 2 of 5 PERMIT NO. ENC2022-0046 For IID/ Remove and Replace Damaged Sidewalks and Curb Ramps / 81600 Ave 58 (IID Headquarter) 16. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 17. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. 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. 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. 22. 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. 23. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Special Conditions Page 3 of 5 PERMIT NO. ENC2022-0046 For IID/ Remove and Replace Damaged Sidewalks and Curb Ramps / 81600 Ave 58 (IID Headquarter) Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. 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. Special Conditions Page 4 of 5 PERMIT NO. ENC2022-0046 For IID/ Remove and Replace Damaged Sidewalks and Curb Ramps / 81600 Ave 58 (IID Headquarter) 24. 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. 25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 26. Access and egress to all local properties shall be maintained at all times. 27. 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. 28. 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. 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30. 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. 31. 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. Special Conditions Page 5 of 5 10 ACaR" CERTIFICATE OF LIABILITY INSURANCE ik.� DATE (MM/DD/YYYY) 1 06/29/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME, BRETT HOSKINS ACW GROUP, LLC dba: AKAMINE CHRISTMAN WALL INSURANCE AGENC A/CNNo. EXt : 760-766-3838 OE aC No : 760-262-3673 E-MAIL bhoskins acw rou com ADDRESS: C g p• 78-401 Highway 111 Suite S 9 Y INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: SCOTTSDALE INSURANCE COMPANY La Quinta CA 92253 INSURED INSURERB: SCOTTSDALE INSURANCE COMPANY INSURERC: SCOTTSDALE INSURANCE COMPANY WESTCON CONSTRUCTION SERVICES INC. INSURER D : California Automobile Insurance Company 81149 INDIO BVLD INSURERE: Evanston Insurance Company INSURERF: INDIO CA 92201 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 EFF POLICY NUMBER MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERALLIABILITY RBS0080627 02/02/22 02/02/23 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR RENTED PREM SESDAMAGE ToOEa occurrrence $ 50,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JE� LOC PRODUCTS - COMP/OPAGG $ 2,000,000 $ OTHER: I AUTOMOBILE LIABILITY BA040000073116 04/05/22 04/05/23 aBINEDtSINGLE LIMIT Ea $ 1,000,000 BODILY INJURY (Per person) $ ANY AUTO OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ XHIRED PROPERTY DAMAGE Per accident $ NON -OWNED AUTOS ONLY /� AUTOS ONLY B UMBRELLA LIAB X OCCUR XLS0118251 02/02/22 02/02/23 EACH OCCURRENCE $ 2,000,000 X AGGREGATE $ 2,000,000 EXCESS LIAB CLAIMS -MADE X I DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN PER OTH- STATUTE I I ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ C Equipment / Property 45416 02/02/22 02/02/23 BPP $20,000 D 80% COINSURANCE Pollution Liability CPLMOL111643 06/01/22 06/01/23 SCH EQUIPMENT AGGREGATE $33,560 $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Job 22-05 Remove & replace city sidewalk and curb ramps at IID La Quinta facility Located at 81600 58th Ave., La Quinta, CA 92253 City of La Quinta have been listed as additional insured's for work performed on or behalf of the named insured under written contract at the location listed above. Primary and Non-contributory and Wavier of Subrogation also apply to the general liability coverage as required by contract. Note: Additional Insured status is subject to all policy terms, conditions and exclusions. CERTIFICATE HOLDER CANCELLATION City of La Quinta SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 78495 Calle Tampico THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN La Quinta, CA 92253 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) Acct#: 2925511 6/29/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lockton Companies PHONE FAX A/C No Ext : 844-290-4908 A/C No), 444 W 47th Street, Suite 900 ADDRESS: BBSlcerts@locktonaffinity.com Kansas City, MO 64112-1906 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Ace American Insurance Co. 22667 INSURED Barrett Business Services, Inc. INSURER B : L/C/F WESTCON CONSTRUCTION SERVICES, INC. INSURER C 81149 INDIO BLVD INDIO, CA 92201 INSURER D 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/YYYY POLICY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE1:1 OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY ❑ PRO- JECT ❑ LOC PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY L $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LAB CLAIMS -MADE DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N / A X C70006558 3/20/2022 3/1/2023 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 2,000,000 E.L. DISEASE - EA EMPLOYEE $ 2,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Policy State = CA Waiver of Subrogation in favor of certificate holder when required by written contract Westcon Job 22-05 -Remove and Replace sidewalk at IID facility located at 81600 58th Ave, La Quinta, CA 92253 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of La Quinta THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 78495 Calle Tampico IN ACCORDANCE WITH THE POLICY PROVISIONS. La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE A,, , @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: RBS0080627 COMMERCIAL GENERAL LIABILITY CG20100413 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) Location(s) Of Covered Operations For work performed as required by written contract Location as required by 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 B 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. 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 0413 © Insurance Services Office, Inc., 2012 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 shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 04 13 Policy: RBS0080627 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: For work performed as required by written contract. COMMERCIAL GENERAL 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 CG 20 01 04 13 © Insurance Services Office, Inc., 2012 (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. POLICY NUMBER: RBS0080627 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: For work performed as required by written contract. 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 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. 0 m cn co °' CG 24 04 05 09 0 Insurance Services Office, Inc., 2008 Page 1 of 1 ❑ Workers' Compensation and Employers' Liability Policy Named Insured Endorsement Number Barrett Business Services, Inc. Policy Number L/C/F WESTCON CONSTRUCTION SERVICES, INC. 81149 INDIO BLVD Symbol: Number: C70006558 INDIO, CA 92201 Policy Period Effective Date of Endorsement 3/20/2022 TO 3/1/2023 6/29/2022 Issued By (Name of the Insurance Company) Ace American Insurance Co. 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. CALIFORNIA WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because California is shown in Item 3.A. of the Information Page. 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, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule, where you are required by a written contract to obtain this waiver from us. You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization: (x) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be INCLUDED percent of the California premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Minimum Premium: INCLUDED Authorized Agent WC 99 03 22