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PWP2022-0012t(,U QU&r(4j - --- GEM nfth, MSERT — PUBLIC WORKS PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 6/6/2022 LOCATION OF CONSTRUCTION (Street address or Description): AVENIDA FERNANDO WEST OF EISENHOWER DR PURPOSE OF CONSTRUCTION: INSTALL STORM DRIAN PIPE AND INLET DESCRIPTION OF CONSTRUCTION: LA QUINTA RESORT & CLUB; AVENIDA FERNANDO DRAINAGE IMPROV DIMENSION OF INSTALLATION OR REMOVAL: 935 LF APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/7/2022 TIME OF COMPLETION: 7/15/2022 ESTIMATED CONSTRUCTION COST: $257,580.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: THIS ENCROACHMENT PERMIT IS ONLY FOR THE STORM DRAIN WORK WITHIN THE CITY OF LA QUINTA RIGHT-OF-WAY OR PROPERTY 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. Signature of Applicant or LA QUINTA RESORT AND CLUB - MAX SCHRODER 49499 EISENHOWER DR LA QUINTA, CA 92253 Name of Applicant (please print) TRI - STAR CONTRACTING II INC - LAURA DAVENPORT (760)625-8548 Business Address Telephone No. 15501 LITTLE MORONGO RD DESERT HOT SPRINGS, CA 92240 (760)251-5454 Name of Contractor and Job Foreman Business Address 909195 Contractor's License No. UNITED SPECIALTY INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code PERMIT INSPECTION STORM DRAIN $3,168.00 TECHNOLOGY ENHANCEMENT FEE $5.00 TOTAL: $3,173.00 Telephone No. LIC-0000762 City Business License No. ATN2158260 Policy Number PERMIT NO: PWP2022-0012 DATE ISSUED: 6-10-2022 EXPIRATION DATE: 6-10-2023 BY: V WORK INSPECTED BY*: PERMIT COMPLETION DATE*: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Tw�v 4 4a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No: Project Name: Ave Fernando Drain - La Quinta Vicinity: Ave Fernando Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Install Storm Drain Description of Construction (i.e.: See Plan Set No. 01234) [1] 13793 Storm Drain-SHT 123 Dimension of Installation or Removal: 935" Storm Drain Approximate Construction Start Date: June 6, 2022 Approximate Construction Completion Date: 7/16/2022 Estimated Construction Cost: $ 257,580.00 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: Laura Davenport Phone Number: 760-251-5454 Name of Applicant/Owner: La Quinta Resort & Club Applicant Address: 49499 Eisenhower Drive La Quinta, CA 92253 Applicant Telephone Number: 760-625-8548 Applicant E-mail Address: max.schroder@hilton.com Name of Contractor: Tri-Star Contracting II, Inc. Contractor Address: 15501 Little Morongo Road Desert Hot Springs, CA 92240 Contractor Telephone Number: 760-251-5454 Contractor State License Number: 909195 Contractor City Business License Number: LIC-0000762 Contractor E-mail Address: Ldavenport@tri-star.info ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: United Specialty Insurance Company Applicant or Contractor General Liability Insurance Policy Number: ATN2158260 Office Use Only: I I Office Use Only: Inspection Fee: Assigned Permit Number: Permit Fee: As -Built Deposit:_ Dust Control Deposit: Credit Amount: Approval Date: Expiration Date: Issue Date: Administrative Authority: TOTAL FEE DUE: Forms & Applications/Application fo Q) 3 0 ry qqt to N O ram, Utility Access, Repairs &Improvements Road Closure Avenida Fernando City Of La Quinta, CA Tri Star Contracting /nc. 15501 Little Morongo Road Desert Hot Springs, CA 92240 Te/:760-251=5454 Fax:760-251-5458 Maintain a full and clear open lane ten (10'+) foot minimum during wnstruction hours. Keep access for emergency vehicles, 7 public services, regional transit business and residents maintained at all times. All lanes shall be open during non -working hours. Sign spacing and tapers based on 25 MPH=100'-250' 35 MPH = 250'-350' 45 MPH = 350'-500; Refer to and use CAM)UTCD 0313112021, REV6, CALTRANS S. standard plans manual as a minimum standard and be in compliance with local City/County/State requirements. Remove or cover conflicting signs. Must always monitor and maintain traffic control zones at all times. All temporary traffic control devices shall not block or impair hydrants and/or ddveways/bus stop; All signage and channelizers to be visible to approaching motorists for a minimum of 1000'. 9, NIGHT WORK: All signage and channelizers to be night visible retroreflective to approaching motorists for a minimum of 1000' feet. Signage is to be flagged and/or lighted. Signs shall be designed and commercially manufactured in accordance with the most recent Caltrans standard specifications and the CA/MUTCD. 10. The location of the signs shown on this illustration are guidelines and actual locations will depend upon alignment (curves), grade (hills), location mistreat 11, intersections and 85th percentile /posted speed limits /prima facie. Temporary tragic control signage to be removed or covered during non -working hours. 12. Field adjust as needed by the trained traffic control supervisor and/or controlling authority 13. All open excavations during non -working hours are to be secured with a non-skid steel plate, fenced and/or backfilled. Shoulders to have a 4:1 slope. 14. Place bump IN-1), steel plate ahead fW8-24) and/or onen trench (C27) as needed. reouired or directed. TaperL =ourmu/a a Ex speedl MPH Sign Spacing merging Tape� 10'-11 =f2' Shifting Tap2'er 1D•-�1'-1 Shou/d �O'-11•-12' Buffer Space Cone Ta e 25 100' 105'-115'-125' S3'-58'-63' 35'-39'42' 155' 25'( L = WSJ 30 250' 150'-165'-180' 75'-83'-90' 50'-55'-60' 20D' 30' so 35 250' 206-225'-245' 103'-113'-123' 69'-75'-82' 250' 35' 40 250'-350' 267'-294'-320' 134'-147'-160' 89'-98'-107' 305' 40' 45 350'-500' 450'-495'-540' 225'-248'-270' 150'-165'-180' 360' 45' 50 500, 500'-550'-600' 250'-275'-300' 167'-184'-200' 425' 50' 55 500, 550'-605'-660' 275'-303'-330' 184'-202'-220' 495' 50, L = WS 60 80'-720 6O0'-660'-720' 3001-330'-360' 2001-220'-240' 570' 60' 65 1850' 650'-715'-7B0' 325'-358'-390' 217'-238'-260' 645' 65' 70 2000' 700'-770•-840' 350'-385'-420' 233'-257'-280' 730' 70' Both are based on- L-Tapar Length Cones shown on the Errol 85th Percentile or if not for Illustrations purposes oi spe ,hen „se, posted speed limn wM,kaPhdw+�m o-e width er path or a„e.._ .. .. r•�--Ire ,I. Post tow away -no stopping signs with dates and/or times seventy-two (72) hours prior to the start of work. Remove or reduce control zone when the work area no longer a/fects that area of the roadway Pedestrians to be detoured around the work area in a safe ADA compliant manner and in a fashion where they do not traverse private property (written permission required when posting signage on private property) or are directed into travel way. Each project shall be reviewed to ensure that complete, safe, useable and accessible paths -of -travel are maintained at all times during construction. Flag, to be competent trained and qualified per Cal Osha/Caltrans regulations. Flaggers to maintain visual and/or radio contact at all times. Each flagger shall be ilium by a light plant during hours of darkness. Notify and coordinate with city/county/state traffic engineer when any work is preformed within two hundred feet (200) of any signalized intersection. Notify police departments, tire departments, public services, regional transit, business and/or residents prior to any shoulder closure, lane closure and/or road closure. No construction equipment allowed in the buffer zone and/or the transition area at any time. Advance warning signage shall be sizes 48"x 480 . Channeling devices, individual spacing and taper lengths are based on the appropriate measurements respective to the chart (see chart listed within these plans). PEDESTRIAN MITIGATION - (WORKING HOURS) STRIANS WILL BE ESCORTED THROUGH AND/OR AROUND WORK AREA BY CONTRACTOR IN A SAFE MANNER. FOUR (4') FOOT MINIMUM CLEAR PATHWAY 22' EXCW SIVE OF CHANNELIZERS. PATHWAV 25' SURFACE SHALL BE LEVELAND NOT HAVEA A CROF SLOPE GREATER THAN 1 H 1 SURFACE SLOPE THE SHALL PATHSHL TE FIRM, TABLE AND PATHS A L BE FIRM STABLE AND SLIP SLIP 2r� 30' 32' RESISTANT. THE PATHWAY SHALL BE 35' CONSTRUCTED OF CONCRETE, ASPHALT, NON SLIP AN WOOD, NON -SLIP STEEL PLATE HOR A EO T. SURFACE DISCONTINUITIES SHALL - -_, T EXCEED NOT EXCEED ONE-HALF (1/2") INCH MAXIMUM. � eX� See ChaitA See ChartA -( See ChadA eCha"A-►I W20-Y C NOTE :When two 10' ft Lanes cannot b e maintained in all directions or when work area t a. crossin street use single or multiple fla ers with V1204, W2 -4 C h 0 9A & W3-4. Si na e 9 99 9 9 see CHARTA In all directions from the work rea. Fla. ers a gg to be competent, trained and qualified per Cal OshalCaltrans regulations.Flaggers maintain visual and/or radio contact at all times. NIGHT WORK :Each flagger shall be Illuminated by alight plant during the hours of darkness. � SUPPLY SERVICE I SALES I RENTAL 916 - 920 - 3304 cOea° � F SAFER ROADS SAVE LWES 0 .__ 3 O �' Ln N O (fl to C 3 Road Closure W/ Detours (TA-20)mod Pedestrian �®t�tro/ (TA�28/TA-29) Avenida Fernando Utility Access &Repair Job/P.O. # . F L L = WS 1 CI To i� I � �£ START Tri-Star Contracting /tic. T/ME: 155D1 Little Morongo Road OURAT/ON: Desert Hot Springs, CA 9224D DWG: Tel: 760-251-5454 Fax: 760-25d-5458 DArE: H 24 HOURS ++ Use With TCP #AVF1, General Nofes And Legend, At All Times. Maintain Access To All Residents, Businesses, Pedestrians And Emergency Vehicles At All Times. e lei a Spaco Ta-ar Connie 57 57 155 25' 12' Wait For Wait For zoo 30' 15' Escort Escort 250' 35' 17' 305' 40' 20' 360' 45' 22' F WORK ARE { 425' Sn' 25' H y 1il �: tit �-- I I wzo-1 I � i ��: I i I� I 3so'soo' I y I Signal May ee P/aced /n Flashing t � � I Red Mode, TimerAnd/Or � I I Flaggers AsNeeded, Required Or Directed Ry CA. RC3 1 I 1 I e lit a Calle Mazat/an --OPTIONAL 'FLAG AS NEEDED C9q eW NOTE: Use single or multiple flaggers with C9A & W3-4 s/gnage spamtl at See Chart A) /n all directions tram wor ea In atldlnon to the p/an [o s/ow or a� Pedestrian monitor steal/stop pedestrians) until i smp rraelc naggers to 6e competenr, WORK retain Access To Pedestrl� Or Supply Esrort/Detour No Parking 3s' pedestrian path has been re-established. maximum trained and quallned per Cal/Osha length of delay steal/not exceed two (2) minutes. regmanops. naggers to maintain visual No edestrians shall be direc[ed into travel wa and/or radro conra�r ar an times. signal P Y shall be placed in flashing RED mode. TRAFF/C CONTROL PLAN #. AVF2 n"�"" Tri-Star Contracting Inc. 6/9/2022 DRAW/NG NOT TO / Of La Quinta nida Fernando o� lit 05ED I tl-2 I -ioL � � i to O IN 3"�v o �� C I'a HI o" W� I a�o� 111 MS Changeable Message Board Road Date Use Closed To Detour Ahead Date Route Antl SeleK WONln9 at Needed, Required Post 0eireRed 9y cgn[rollingauMonry tIT I I I I I I I TIT 35q'-5qq' Trench &Tragic SUPPLY SERVICE I SALES I RENTAL 9S6 — 920 — 3304 #AVFZ i'�� (1� ���1 `��►J JUN 9 2029 .�"� H —► Avenida Fernando --> a5o'soq' M4-lOL 1�1-f �- a' 9° - u a' 1!1 wzo-/ NOTICE: Remove Or Reduce Control Zone When Work Area No Longer ffects That Area Of The Roadwa Manifest 24 x +/-Cones 7 x W20-1 Road Work Ahead 5 x M4-10L Detour Lefl Jx M41oR Detour Right 3 x R3-1 No Right Turn 3 x 2 x W20-3 Road Closed Aheatl R11-2 Road Closed Legend 2x 1 x 1x W20-2 DelourAhead C30 Lane Closed M410L DETOUR -LEFT */-Canes Flashing Beason i Sign Symbol 1 x R71-4 Road Closed To Thru Type 3 Barricatle 1 x R3-2 No Left Turn NrorkArea 1 x SC3 Detour Straight ENGINEERS DISCLAIMER: THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE DIRECTION OF OTHERS. IT WAS PREPARED IN CONFORMANCE WITH TRAFFIC CONTROL STANDARDS ESTABLISHED BY MUTCD &LOCAL AUTHORITIES. FEZLD dOIUSTMENTS MdY BE REQUIRED BY LOCALIZED ANDfOR TEMPORARY TRAFFIC CONDITIONS- PREPdRER ASSUMES NO LIABILITY FOR ANY ACCIDENT_ ZNIURY OR DEATH OCCURING FROM THE USE OF THIS PLAN UNLESS SITE SPECIFIC SERVICES ARE PROVIDED. Q N N 0 N N 0 E 0 0 Q F 0 E 0 0 a) Q 0 i c w 0 VICINITY MAP N.T.S. CONSTRUCTION NOTES: O1 INSTALL 8"0 EAGLE CORR PE HDPE STORM DRAIN, PER CITY OF LA QUINTA STD DWG STD 600 TRENCH BACKF I LL .......................... Q INSTALL 24" DIA NYLOPLAST DRAIN BASIN (INVERT PER PLAN, RIM AT EXISTING FINISHED GRADE ELEVATION) WITH H-20 RATED DUCTILE IRON GRATE INLET (PEDESTRIAN AND BIKE RATED) , OR APPROVED EQUAL ................. O3 INSTALL 8"-45 ° BEND ....................... O INSTALL 8"-22.5 ° BEND .. .. .. .. .. .. .. .. .. .. . . O5 INSTALL CLEANOUT .......................... O6 INSTALL 8"-11 .25 ° BEND ............ ........ . O7 INSTALL 8" WYE ............................ BASIS OF BEARINGS: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA AVENIDA FERNANDO DRAINAGE IMPROVEMENTS 935 LF Uj AVENIDA FERNANDO 5 EA 3 EA 2 EA 1 EA 6 EA 3 EA BASIS OF BEARING IS TAKEN ALONG THE CENTERLINE OF AVENIDA FERNANDO, EXTENDING FROM THE CENTERLINE OF AVENIDA OBREGON EASTERLY TO THE BEGINNING OF A CURVE AS SHOWN BY MAP ON FILE IN BOOK 112 OF RECORD OF SURVEYS, PAGE 27; AND BEING: N 89 ° 52 ' 32" W BENCHMARK: CITY OF LA QUINTA BM 245, BRASS CAP IN TOP OF CURB, FLUSH, 110' EAST OF BCR OF THE NORTHWEST CURB RETURN AT THE INTERSECTION OF CALLE TAMPICO AND EISENHOWER DRIVE. ELEVATION: 47.922 NAVD88 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE CITY OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED AND THE CITY HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES Know what's below. TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF THE UTILITIES OR Call 811 before you dig. STRUCTURES CONCERNED BEFORE STARTING WORK. �z ICD o 0 o i W L L Q 10 la OI z I Ld a I I CONSTRUCTION NOTES: O7 MAL w VAX ow It I slat WAA M0WWLA�aoowW= waa rnnL SHEET INDEX: a� z J ao m U SITE MAP SCALE: 1 "=150' s TITLE SHEET......................................................... 1 STORMDRA I N PLAN AND PROFILE ..................................... 2 DETAILS.............................................................. 3 UTILITIES: WATER & SEWER ...... COACHELLA VALLEY WATER DISTRICT ...... 760 398-2651 ELECTRICITY .......... IMPERIAL IRRIGATION DISTRICT .......... 760 398-5854 SOUTHERN CALIFORNIA ED I SON ............ 760 202-4291 TELEPHONE ............ FRONTIER ................................ 760 864-1715 GAS ................... SO CAL GAS ............................. 760 321-4534 CABLE ................ SPECTRUM ................................ 760 340-1312 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY—EIGHT (48) HOURS PRIOR TO CONSTRUCTION AND DAILY AT (760) 777-7097. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER: 1st. TO APRIL 30th: MONDAY THROUGH FRIDAY 8:00 AM TO 5:30 PM MAY: 1st. TO SEPTEMBER 30th: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 9:OOAM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1—ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON —POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION SEAL APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SHEET No. PRACTICES, WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �oo�`""""""""���n� ��� �•C Engineering, Planning, 78-075 Main St. �OF� CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL \,oOQS,p/,5/24/2022 9,,, Suite.203-G AVENIDA FERNANDO DRAINAGE IMPROVEMENTS H PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT S . F �E cp F% BRYAN McKINNEY, P. E. DATE 0Environmental Sciences and IDF La Quinta, CA. 92253 BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES To '�� Q� F� PUBLIC WORKS DIRECTOR/CITY ENGINEER Management DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL r - g (760) 341 6660 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING = 0 C) ` m R.C.E. No. 49418 EXP DATE: 09/30/22 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. _c, No.69056 �` PREPARED UNDERT E D U D E K v TITLE SHEET * EXP. 06-30-22 * \ = r DIRECT S IS N OF' � SCALE: BENCHMARK: UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE DATE BY MARK APPR. DATE %`rT C1V1V �P;' INCo"ro'AnD 4 CITY OF LA QUINTA BM 245, BRASS CAP IN TOP ��0° 5/23/22 '� w AS NOTED OF — SHTS. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL ,, p \F 5 OF CURB, FLUSH, 110' EAST OF BCR OF THE NORTHWEST CURB ENGINEER REVISIONS CITY F i�iAn o` DATE: RETURN AT THE INTERSECTION OF CALLE TAMPICO AND CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE CHARLE H. Y DATE 9 PLANS AND THE CITY ENGINEER. DRAWN BY: PV DESIGNED BY: AM/CG CHECKED BY: CG R.C.E. No. 69056 EX ATE: 6/30/22 OF May, 2022 EISENHOWER DRIVE. ELEVATION: 47.922 NAVD88 FOR W.O. 13793 0 i [5*= .M COP PR( EN( OF O STORM Y w Of m w 0 00 Ja W w w x r-� w 824.54 LF 8" EAGLE CORR PE HDPE DRAIN CONTINUOUS LENGTH 0 PIP PROVIDE CONCRETE ENCASEMENT 2' EITHER SIDE F EX. WATi.R CROSSING o o 00 °+'In V) � _CD X W Q 14, x X w 00 x m Un LLJ Q J w z -� w Q x x x LILJx H GRADE DRAIN > ~ xY �, X. STORM OVE `� Q Q cD w 2 x 2 2 2 2 _H I ti oo C CATCH NNEC BASIN N O STUB EXISI I OUT G "'00 —1 E=44.8 o TOR 43.28t JT I NUOUS LENGTH OFPIPE_ao )VIDE CONCRETE ',ASEMENT 2' EITHER SIDE EX. WATER CROSSING w w �p < cn c0 � -w w ,� + co w Cq + n a � + LO 00 1 � o °' ,� o �w I 1 I I 1 1 1 I 1 1 19 18 17 16 15 14 13 12 11 10 PROFILE F \ IID SECONDARY UG CONDUCTOR K46.6 F �002 \ SEE DETAIL INSTALL'NEW BASIN r \ 1 CO STRIJCTION NOTFS-- 01 INSTALL 8"0 EAGLE CORR PE HDPE STORM DRAIN, PER CITY OF LA QUINTA STD DWG STD 600 TRENCH BACKFILL O2 INSTALL 24" DIA NYLOPLAST DRAIN BASIN (INVERT PER PLAN, RIM AT EXISTING FINISHED GRADE ELEVATION) WITH H-20 RATED DUCTILE IRON GRATE INLET (PEDESTRIAN AND BIKE RATED), OR APPROVED EQUAL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE DATE BY MARK RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL ENGINEER CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. DRAWN BY: PV INSTALL 8"-450 BEND INSTALL 8"-22.50 BEND INSTALL CLEANOUT INSTALL 8"-11.250 BEND INSTALL 8" WYE APPR. I DATE REVISIONS CITY DESIGNED BY: AM/CG CHECKED BY: CG SCALE: 1"=40' HORIZ 1"= 4' VERT PLAN SCALE: 1"=40' SEAL aau....... \ "QRafESS/oy�'o, S H. G �F G) =c� m= Uj No. 69056 * EXP. 06 30 22 cw OF CpV\F�oO, PROTECT IN PLACE EXIST: WROUGHT IRON GATE. PROTECT IN APPROVED BY: CITY OF LA QUINTA iyA_�"'� 5/24/2022 BRYAN McKINNEY, P. E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. No. 49418 EXP DATE: 09/30/22 PREPARED UNDER T E D U D E K DIRECTS IS N OF' 5/23/22 zf CHARLE H. TWY DATE R.C.E. No. 69056 EX ATE: 6/30/22 0 -60 -50 -40 GRAPHIC SCALE 0 40' 80' SCALE: 1" = 40' IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Engineering, Planning, 78-075 Main St. JUDFEnvironmental Sciences and Suite.203-G AVENIDA FERNANDO DRAINAGE IMPROVEMENTS La Quinta, CA. 92253 Management Services (760) 341-6660 STORM DRAIN PLAN SCALE: BENCHMARK: 1" = 10' CITY OF LA QUINTA BM 245, BRASS CAP IN TOP OF CURB, FLUSH, 110' EAST OF BCR OF THE NORTHWEST CURB DATE: RETURN AT THE INTERSECTION OF CALLE TAMPICO AND FOR W.O. May, 2022 EISENHOWER DRIVE. ELEVATION: 47.922 NAVD88 SHEET No. 2 OF — SHTS. 13793 Q N N 0 N N 0 E 0 r0 i 0 Q F- 0 Q E 0 0 C E Q) 7D Q 0 i c w 0 EDGE OF PAVEMENT 1 City Street A I L SEE SECTION A -A BELOW A4 / v EDGE OF PAVEMENT "BUTT" JOINT Less than 12" "BUTT" JOINT Q' ° d A "GREENBOOK" CLASS B-AR-4000 " e - EXISTING BASE A.C., 3" LIFT, ! ` • (VARIES IN DEPTH) i1 a • - OR CITY APPROVED EQUAL •d • . EXISTING PAVEMENT • .. ; d (VARIES IN DEPTH) a..• "GREENBOOK" CLASS 100-E-100 -'A • - TRENCH BACKFILL SLURRY, OR PROPOSED UTILITY a ` , . " CITY APPROVED CONTROLLED a DENSITY FILL (CDF) • ! a .. SECTION A -A REVISIONS: APPROVED ��cx ,�� STANDARD 84 4Qu&rcu CHRIS A. VOGT 600 CITY ENGINEER TRANSVERSE TRENCH BACKFILL & RCE 44250 PAVING DETAIL # 1 SHEET 1 OF 7 City Street_ MEDIAN (TYP.) — n SEE SECTION A -A BELOW D LANE LINES 0.10' DEEP A.C. COLD MILL AND OVERLAY WITH "GREENBOOK" CLASS C2-AR-4000 A.C., OR CITY APPROVED EQUAL VARIES "BUTT" JOINT (WIDTH OF TRAVEL LANE, 12' TYP.) 'BUTT' JOINT 1' 1' TRENCH PAVEMENT SECTION *SEE NOTE BELO PROPOSED UTILITY— ( / — EXISTING BASE /7 (VARIES IN DEPTH) �- EXISTING PAVEMENT (VARIES IN DEPTH) TRENCH BASE SECTION TRENCH BACKFILL SECTION VARIES *NOTE: FOR SPECIFIC TRENCH BACKFILL AND SECTION A —A REQUIREM NTS,INITIAL RE ER TOVING THE TRANSVERSE TRENCH BACKFILL AND PAVING DETAILS, AS APPRO- PRIATE FOR THE TRENCH WIDTH. REVISIONS: APPROVED 08 21 01 CHRIS A. VOGT CITY ENGINEER RCE 44250 C:•r Of TH O V INGI TUDINAL TRENCH BACKF. & PAVING DETAIL # 2 STANDARD 600 SHEET 5 OF 7 EDGE OF PAVEMENT SEE SECTION A -A BELOW City Street A A 4 "GREENBOOK" CLASS B-AR-4000 A.C., OR CITY APPROVED EQUAL, 2 LIFTS, 4" MIN. "BUTT" JOINT � 1' "GREENBOOK" BASE MATERIAL, DEPTH VARIES, 434" MIN. PROPOSED UTILITY VARIES (12" — 24") SECTION A -A 'BUTT" JOINT EXISTING BASE (VARIES IN DEPTH) EXISTING PAVEMENT (VARIES IN DEPTH) TRENCH BACKFILL REVISIONS: APPROVED STANDARD 08 21 01 t'r of'MY CHRIS A. VOGT 600 CITY ENGINEER TRANSVERSE TRENCH BACKFILL & RCE 44250 PAVING DETAIL # 2 SHEET 2 OF 7 TRENCH BACKFILL AND PAVEMENT RESTORATION REQUIREMENTS (Requirements Vary Based on Excavated Width of Trench) 1. Trenches less than 12" wide (See Detail 1) (Typically excavated with a rock saw or other similar methods.) • Backfill Requirements: o CDF, or 1-sack slurry backfill ONLY o Backfill up to 3" below finish surface of street o Testing not required o Backfill depth independent of street structural section • Resurfacing Requirements: 0 1'-saw cut at trench edge is NOT REQUIRED if trench edges are vertical, straight, and stable. o Tack oil coat at edges o Paving with 3/8" A.C. material ■ In one lift ■ Depth of 3", flush with finish surface of street • Compaction via mechanical vibrating hand compactor or other mechanical means ■ Compaction to 95% ■ Testing not required • No grinding or capping with 112" A.C. material required 2. Trenches 12" to 24" Wide (See Detail 2) (Typically excavated with backhoe bucket or other similar methods.) • Backfill Requirements: o CDF or 1-sack slurry backfill (optional) . No testing required o Native or select material backfill ■ Compaction via special conditions to 90% ■ Backfill depth up to appropriate subgrade elevation ■ Testing required o Crushed Aggregate or Crushed Miscellaneous Base material backfill • Compaction to 95% ■ Backfill depth up to appropriate base grade elevation (4'/z" minimum) ■ Testing required ■ Backfill depths dependent upon street structural section REVISIONS: APPROVED 08 21 01 CHRIS A. VOGT CITY ENGINEER RCE 44250 QuIRZ STANDARD T� 4 600 TRENCH BACKFILL & PAVEMENT RESTORATION REQUIREMENTS SHEET 6 OF 7 I IN, W }� City Street A I - dI' EDGE OF PAVEMENT SEE SECTION A -A BELOW A 4 cnr_r nc 13AUP\IC41T 0.10' DEEP A.C. COLD MILL AND OVERLAY WITH "GREENBOOK" CLASS C2-AR-4000 A.C., OR CITY APPROVED EQUAL "BUTT" JOINT 3, VARIES GREATER THAN 6- "GREENBOOK" CLASS B-AR-40-------, 00 A.C., II OR CITY APPROVED EQUAL, 2 LIFTS, 4" MIN. PROPOSED UTILITY TRENCH BACKFILL VARIES (GREATER THAN 24') SECTION A -A 3' --� �"BUTT" JOINT EXISTING BASE (VARIES IN DEPTH) EXISTING PAVEMENT (VARIES IN DEPTH) "GREENBOOK" BASE MATERIAL, DEPTH VARIES, 4h" MIN. REVISIONS: APPROVED 08 21 01 >° ` !r STANDARD !c"'r of M' � Y CHRIS A. VOGT 600 CITY ENGINEER TRANSVERSE TRENCH BACKFILL & RCE 44250 PAVING DETAIL # 3 SHEET 3 OF 7 12" to 24" Trench (continued...) • Resurfacing Requirements: 0 1'-saw cut required at trench edges o Tack oil coat all saw -cut edges o Total section 1 " thicker than existing A.C. section (4" minimum) o Two, or more, lifts ■ Base Course: 3/4" A.C. material • Compaction via vibroplate, tamper, or other mechanical means • Compaction to 95% • Testing required ■ Finish Paving/Cap Course, 1" Thick: 112" A.C. material • Compaction via roller • Compaction to 95% • Testing not required 3. Trenches More Than 24" Wide (See Detail 3) (Typically excavated with a backhoe bucket or other similar methods.) • Backfill Requirements: o CDF or 1-sack slurry backfill (optional) ■ No testing required o Native or select material backfill ■ Compaction via special conditions to 90% ■ Backfill depth up to appropriate sub grade elevation ■ Testing required o Crushed Aggregate or Crushed Miscellaneous Base material backfill ■ Compaction to 95% ■ Backfill depth up to appropriate base grade elevation (4'/2' minimum) • Testing required ■ Backfill depths dependent upon street structural section • Resurfacing Requirements: 0 1'-saw cut required at trench edges o Tack oil coat at all saw -cut edges Base paving with 3/4" A.C. material o Total Section 1 " thicker than existing A.C. section (4" minimum) o Two, or more, lifts ■ Base Course: 3/4" A.C. material • Compaction via vibroplate, tamper, or other mechanical means • Compaction to 95% • Testing required ■ Finish Paving/Cap Course, 0.1' Thick: 112' A.C. material • Compaction via roller • Compaction to 95% • Testing not required 0 3"-grind beyond 1'-saw cut at trench edges ■ Depth of grind to 0.11 below existing finish surface of street (grind after paving base lift) REVISIONS: APPROVED STANDARD 08 21 01 49uro Oj C' Of 4 CHRIS A. VOGT 600 CITY ENGINEER TRENCH BACKFILL & PAVEMENT RCE 44250 RESTORATION REQUIREMENTS SHEET 7 OF 7 IN, —MEDIAN fTYR. -- City Street O' LANE LINE (TYP.) '—D SEE SECTION A -A BELOW 'GREENBOOK' SEALCOAT, OR CITY APPROVED EQUAL VARIES (WIDTH OF PARKING LANE) EXISTING PAVEMENT VARIES IN DEPTH EXISTING BASE VARIES IN DEPTH)A. .' 1' EXISTING CURB 1' AND GUTTER EE NOTE BELO TRENCH PAVEMENT SECTION TRENCH BASE SECTION PROPOSED UTILITY TRENCH BACKFILL SECTION 'REVISIONS: APPROVED 08/21 /01 CHRIS A. VOGT CITY ENGINEER RCE 44250 EX I' CURI OMIT OR CAP VARIES "NOTE: FOR SPECIFIC TRENCH BACKFILL AND INITIAL SECTION A —A REQUIREMENTS. REFER TO PAVING THE TRANSVERSE TRENCH BACKFILL AND PAVING DETAILS, AS APPRO- PRIATE FOR THE TRENCH WIDTH. aC '" c 4 OFN V iNGITUDINAL TRENCH BACKFI & PAVING DETAIL # 1 n DETAIL NOT TO SCALE SHT 2 STANDARD 600 SHEET 4 OF 7 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION SEAL APPROVED BY: CITY OF LA QUINTA (��r(� IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SHEET No. PRACTICES, WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �oo�`""""""""���n� � � ��� �•C Engineering, Planning, 11-115 Main St, CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL \\o�OFESSIpN"'o, 5/24/2022 `z - "j °= Al J Environmental Sciences and Suite. AVENIDA FERNANDO DRAINAGE IMPROVEMENTS PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT ���� DES H. G,Q lam% BRYAN McKINNEY, P. E. DATE 0 LaQuinta,CA. 92253 BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES To '�� Q� F� c;= PUBLIC WORKS DIRECTOR/CITY ENGINEER Management DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL g (760) 341 6660 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING = ` n =' R.C.E. No. 49418 EXP DATE: 09/30/22 DETAILS LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. _cl� No.69056 _ PREPARED UNDER T E D U D E K * EXP. 06-30-22 * \ = r DIRECT S IS N OF- SCALE: BENCHMARK: UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE [DATE BY MARK APPR. DATE %`rT CIV1V �P IN�o"ro'�TIDCITY OF LA QUINTA BM 245, BRASS CAP IN TOP °q`�5/23/22 '� w 1" = 10' OF — SHTS. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL o, O \r 5OF CURB, FLUSH, 110' EAST OF BCR OF THE NORTHWEST CURBNGINEER REVISIONS CITY F i�iAi`�000 DATE: RETURN AT THE INTERSECTION OF CALLE TAMPICO AND CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE CHARLE H. Y DATE � 9 PLANS AND THE CITY ENGINEER. DRAWN BY: PV DESIGNED BY: AM/CG CHECKED BY: CG R.C.E. No. 69056 EX ATE: 6/30/22 OF May, 2022 EISENHOWER DRIVE. ELEVATION: 47.922 NAVD88 FOR W.O. 13793 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number PWP2022-0012 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 continuous. ❑ 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 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. PWP2022-0012 La Quinta Resort and Spa /Install Storm Drain Pipe and Inlet/ Avenida Fernando West of Eisenhower Dr 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. La Quinta Resort and Spa (Applicant) shall submit all applicable documents including legal description and plat prepared by a surveyor licensed in the State of California for a storm drain easement for this storm drain pipe on Avenida Fernando. The applicant shall comply with all fees required by the City for plan checking and recording of the storm drain easement. 5. The permit is for work on City property and City right of way only. 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. 6. La Ouinta Resort and Club (Max Schroder) and Tri-Star Contracting II, Inc. (Laura Davenport), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 8. 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 (ie any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 7 PERMIT NO. PWP2022-0012 La Quinta Resort and Spa /Install Storm Drain Pipe and Inlet/ Avenida Fernando West of Eisenhower Dr 9. 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 Technician at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 10. 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. 11. 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. 12. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 13. 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 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. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. Special Conditions Page 2 of 7 PERMIT NO. PWP2022-0012 La Quinta Resort and Spa /Install Storm Drain Pipe and Inlet/ Avenida Fernando West of Eisenhower Dr 16. 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. 17. 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. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 20. 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. 21. 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. 22. 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 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the 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. Special Conditions Page 3 of 7 PERMIT NO. PWP2022-0012 La Quinta Resort and Spa /Install Storm Drain Pipe and Inlet/ Avenida Fernando West of Eisenhower Dr 24. 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. 25. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D 1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Civil Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 28. 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. 29. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 30. 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 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 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. Special Conditions Page 4 of 7 PERMIT NO. PWP2022-0012 La Quinta Resort and Spa /Install Storm Drain Pipe and Inlet/ Avenida Fernando West of Eisenhower Dr 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. 31. 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. 32. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 33. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of 7 PERMIT NO. PWP2022-0012 La Quinta Resort and Spa /Install Storm Drain Pipe and Inlet/ Avenida Fernando West of Eisenhower Dr 34. 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 I" 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. • 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. Special Conditions Page 6 of 7 PERMIT NO. PWP2022-0012 La Quinta Resort and Spa /Install Storm Drain Pipe and Inlet/ Avenida Fernando West of Eisenhower Dr 35. 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. 36. 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. 37. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 38. 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. 39. 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 parry has acquired a permit from the City to perform the required restoration work. Special Conditions Page 7 of 7 TRISCON-02 DNIELS CERTIFICATE OF LIABILITY TE INSURANCE DA5/24/2022 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 License # 0757776 NONEACT Diane NIeIaaN HUB International Insurance Servlces Inc. PHONE - l7Rn1fzRn-A7nn A7A9 FAX ..l7Rn19Dn-e7nR I.F9naye CA 92211 Tri-Star Contracting II, Inc. War, Inc. 15-501 Little Morongo Road Desert Hot Springs, CA 92240 r:(1VFR4(:FC CFRTIFI(:ATF NIIMRFR� Travelers of REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE 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 ADOL SUBR POLICY NUMBER POLDICDY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 13000,000 CLAIMS -MADE X OCCUR X ATN2158260 6/26/2021 6/26/2022 _ DAMAGE TO RENTED REMISES E $ 50,000 MED EXP (Any o 63000 PERSONAL B, ADV INJURY $ 1,0003000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE_ $_.__ 2'0003000 POLICY �X 5ERef LOD PRODUCTS-COMP/OPAGG $ 220003000 OTHER: $ B AUTOMOBILE LIABILITY EOM�BIIaEED SINGLE LIMIT $ 1,000,000 X ANY AUTO BA065813694 11/23/2021 11/23/2022 BODILY INJURY Perperson) $ BODILY INJURY Per accident $ OWNED SCHEDULED AUTOS ONLY AUTOS Peon PE Yt AMAGE $ X AUTOS ONLY X AUTOSONLOY $ A X UMBRELLA LIAR X I OCCUR EACH OCCURRENCE $ 2,0001000 AGGREGATE $ 2$0001000 EXCESS LIAR CLAIMS -MADE BTN2167633 6/26/2021 6/26/2022 DED RETENTIONS C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/Ph1REIMTgOERRIEXCLIN1OEDy ECUTIVE Y❑ (Mantlarory In NH) NIA X 7600005937211 10/1/2021 10/1/2022 X PER STATUTE OTH- E.L. EACH ACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYE 1,000,000 $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1,000000 $ , D Equipment Floater 6606072C693 1/11/2022 1111/2023 Leased/Rented 2509000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) City of La Quinta and La Quinta Resort & Club are named as additional Insured per attached CG2010 0413 & CG2037 0704, Insurance is primary & non-contributory. Waiver of Subrogation applies to Workers Compensation per attached. 30 days written notice will be given to the certificate holder should any of the above policies be cancelled before the expiration date. 10 days notice applies for non payment of premium. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cit of La Quinla THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Y ACCORDANCE WITH THE POLICY PROVISIONS. 76495 Calle Tampico La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE ACORD 25 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: ATN2158260 COMMERCIAL GENERAL LIABILITY CG 2010 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ lT 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 Persons) Executed Prior To The Named Insured's Work I Executed Prior To The Named Insured's Work A. Section II —Who Is An Insured Is amended to Include as an additional insured the persons) or organization(s) shown in the Schedule, but only with respect to liability for "bodily Injury", "property damage" or "personal and advertising injury" caused, In whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional Insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional Insured. B. With respect to the insurance afforded to these additional insureds, the following addit(onal 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 2010 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 0413 POLICY NUMBER: ATN21582t30 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS(COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons) Or Organization(s) Location And Description Of Completed Operations As Required By Written Contract, Fully Executed Prior To The Named Insured's Work As Required By Written Contract, Fully Executed Prior To The Named Insured's Work 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 persons) or organization(s) shown in the Schedule, but only with respect to liability for "bodily Injury" or "property damage" caused, in whole or In part, by "your work" at the location designated and described In the Schedule of this endorsement performed for that additional Insured and Included in the "products -completed operations hazard". However: 1. The Insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured Is required by a contract or agreement, the Insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the Insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional Insured Is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown In the Declarations; whichever is less, This endorsement shall not Increase the applicable Limits of Insurance shown In the Declarations. CG 20 37 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 1 Policy #ATN2158260 United Specialty Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE REAP IT CAREFUL I Y. VEN 051 00 (01/15) PRIMARY AND NON-CONTRIBUTING INSURANCE ENDORSEMENT This endorsement modifies the Conditions provided under the fallowing: COMMERCIAL GENERAL LIABILITY COVERAGE PART Any coverage provided to an Additional Insured shall be excess over any other valid and collectible insurance available to such Additional Insured whether primary, excess, contingent or on any other basis unless: 1) a written contract or written agreement specifically requires that this insurance apply on a primary and non-contributory basis; or 2) prior to a loss, you request in writing and we agree that this insurance shall apply on a primary and non-contributory basis. Required By Written Contract, Fully Executed Prior To The ned Insured's Work. All other terms, conditions and exclusions under this policy are applicable to this Endorsement and remain unchanged. VEN 051 DO (01/16) Page 1 of 1 WORKERS COMP);NSATION AND EMPLOYERS LIABILI'A A INSIIRA.NCR POLICY WC 04 03 06 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT - CALIFORNIA We have the right to recover our payments fiom anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged In the work described in the Schedule. The additional premium for this endorsement shall bo 2 % of the California workers' compensation premium otherwise due on such remuneration. SCHEDULE PERSON OR ORGANIZATION JOB DESCRIPTION ANY PERSON OR ORGANIZATION FOR WHOM THE BLANKET WAIVER OF SUBROGATION NAMED INSURED HAS AGREED BY WRITTEN CONTRACT TO FURNISH THIS WAIVER This endorsement changes the policy to which it is attached and is effecpve on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective:l0/Oil2021 Policy No.7600005937211 Endorsement No.001 Insured; Star Contracting II, Inc. Premium $ 7NCL, Insurance Company: Everest Premier Lasurance Company Countersigned By: -1998 by the Workers' Compensation Insurance Rating Bureau of Canfornia. All rigkta reserved. From the WCIRB's California Workers' Compensation Insurance Forms Manual -1999.