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ENC2022-0042
ta Qabftev GrN ejrhr ME•RT --- — ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Code 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: 513/2022 LOCATION OF CONSTR UCTI ON (Street address or Description): SILVERROCK WAY, AHMANSON JEFFERSON AVE 52 SEE ATTACHED EXHIBIT PURPOSE OF CONSTRUCTION: DRY UTILITIES INFRASTRUCTURE INSTALLATION IIID, SOCAL GAS, FRONTIER, SPECTRUM) DESCRIPTION OF CONSTRUCTION: PM 37207 TALUS RESORT AND RESIDENCES: INSTALL DRY UTILITIES AND BORING DIMENSION OF INSTALLATION OR REMOVAL: TRENCHING IN DIRT (NO TRENCHING ON PAVED ROAD), PRECAST STRUCTURES AND VAULTS, CONDUIT AND RESTORATION OF THE AREA OF INSTALLATION/ DISTURBANCE,_ SEE ATTACHED PLAN APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/28/2022 _TIME OF COMPLETION: 11/ V2022 ESTIMATED CONSTRUCTION COST: $6,742,778.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: THIS ENCROACHMENT PERMIT IS FOR WORK WITHIN THE CITY'S RIGHT OF WAY ONLY 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. ga- C4 Signature of Applicant or Agent SILVERROCK PHASE 1 LLC 343 4TH AVENUE SAN DIEGO, CA 92101 Name of Applicant (please print) Business Address GRANITE CONSTRUCTION COMPANY - CURTIS ELLIOTT 38000 MONROE STREET INDIO, CA 92203 Name of Contractor and Job Foreman Business Address 089 Contractor's License No. VALLEY FORGE INS CO Applicant's Insurance Company Finance Revenue Code PERMIT INSPECTION CUT/BORE $750.00 EXCAVATION $1,250.00 TRAFFIC CONTROL $3,918.00 TECHNOLOGY ENHANCEMENT FEE $5.00 TOTAL: $0.00 LI C-0002501 City Business License No. GL2074978689 Policy Number (760)634-6441 Telephone No. (760)397-3633 Telephone No. PERMIT NO: ENC2022-0042 DATE ISSUED: 5-3-2022 EXPIRATION DATE: 5-3-2023 BY: AL 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. PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 4/22/2022 Tract No: NA Project Name: Talus Resort and Residence - Dry Utilities Vicinity: See attatched map and plans (page 1 of 1) Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Dry utility (IID, SoCal Gas Frontier Spectrum) infractriir{�e in�etallat(gp Description of Construction (i.e.: See Plan Set No. 01234) Trenching, precast structures and vaults, conduit and restoration of the area of installation/disturbance. Dimension of Installation or Removal: See attatched plans (page 1 of 1) Approximate Construction Start Date: 4/28/2022 Approximate Construction Completion Date: 11/25/2022 Estimated Construction Cost: $ 6,742,778 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: Curtis Elliott Phone Number: 760-397-3633 Name of Applicant/Owner: SilverRock Phase 1, LLC Applicant Address: 343 4th Avenue, San Diego, CA 92101 Applicant Telephone Number: 760-634-6441 Applicant E-mail Address: Name of Contractor: Granite Construction Company Contractor Address: 38000 Monroe St, Indio, CA 92203 Contractor Telephone Number: 760-426-6740 Contractor State License Number: Contractor City Business License Number: LIC-0002501 Contractor E-mail Address: curtis.elliott@gcinc.com ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED• Applicant or Contractor General Liability Insurance Company: Valley Forge Insurance Company Applicant or Contractor General Liability Insurance Policy Number: G L2074978689 Office Use Only: Inspection Fee: Permit Fee: As -Built Deposit:_ Dust Control Deposit: Credit Amount: Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority Application for Permit pose - TOTAL FEE DUE: 6 _r ki VAULT TO VAULT 2 5" 10' VAULT TO CAP 6M[•Y8=V511[.� S� 6 6" 2 3„ 2 4„ 592' 457' 544' V5 TO V6 PB TO PB MH TO MH 5. I ° PULLBOX TV N ��M 2'x3'x3' MANHOLE T 6'x12'x7' O 0 O o a ® \ VAULT 6 5'x10'6"x7'6 ;ki s9 o I ° DO GAS 2 2 3" 2 4" I ' 1 4" 154' 176' 1 28, PB TO MH TO V5 TO CAP CAP CAP / 5xIUb x/b PULLBOX TV 2'x3'x3' MANHOLE T 6'x12'x7' P.U.PT TO P.U.PT TO P.U.PT TO VAULT PB MH V1 TO V2 MH TO MH PB TO PB P.U.PT TO TEE PULLBOX TV 2'x3'x3' 90' TO 90' PB TO MH TO V3 TO V27 CAP 2 r 2 4' 2 5» 426' 439' 243' PB TO MH TO V27 TO V28 CAP VAULT 28 E 5'x10'6"x7'6" PILASTER PILASTER _ BARRIER 6' BARRIER 10' 2' 26' 2' SIDEWALK SIDEWALK � • =1 I I III 1=1 1=1 I— III— —I 1=1 1=1 1=III =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 IID CONDUITS 3 6» GAS 2 3" 2 4» 1 4" 92' 282 323' 12' V6 TO CAP PB TO PB MH TO MH TEE TO CAP 2 4» 2 3" 499' 495' MH TO MH PB TO PB DULLBOX TV 2'x3'x3' MANHOLE T 6'x12'x7' V3 TO V4 PB TO PB MH TO MH TEE TO ELB ILL I CAN ro iv Vin iv CAP CAP PULLBOX TV 2'x3'x3' MANHOLE T 2 4„ 736' 542' 507' TO V7 PB TO PB MH TO MH 5 x7"6"x5"6 VAULT (7) E 5'x10'6"x7'6" PULLBOX TV 2'x3'x3' SECTION -A N.T.S. GAS CATV & TELCO COUNTRY CLUB DR. 10 HOVLEY LN E s z PRED WAKING DR. 111 MILES AVM ll1 Be 10 AVENUE 48 AVENUE 50 MB o o A AVENUE 52 A O C A Z m 111 � AVENUE 54 BUTSKO JOB SITE 'p V S Pl TY MAP 5"x10"6"x7"6 VAULT 24 E 5'x10'6"x7'6" 2 3" 2 4 6 6 25' 46' 592' VAULT TO CAP VAULT TO CAP VI TO V17 \ VI/ IV VL4 MANHOLE T 6'x12'x7' PULLBOX TV 2'x3'x3' s ' 6 6" � -,, 579' V23 TO V24 VAULT 16 E 5'x10'6"x7'6" VAULT 23 E 5'x10'6"x7'6" GAS I I 1 4" 2 4 2 3» 6 6» 1119' 515' 587 667' f ELB TO CAP MH TO MH PB TO PB V15 TO V16 I MANHOLE T 6'x12'x7' PULLBOX TV 2'x3'x3' I 6 6" 6 3' V22 TO V15 6 6" 702' �+ V22 TO V23 2 4' 2 3" 6 6„ 552' 572 185' MH TO MH V14 TO V15 SILVER ROCK BACKBONE DRY UTILITY CONCEPTUAL COMPOSITE PLAN PRELIMINARY FOR STUDY PURPOSES ONLY O le nrh -17—nnh J R I n • V T4•FCi IL P � / VAULT (15) E 5'xl0'6"x7'6" VAULT (22) E 5'x10'6"x7'6" PB TO PB` I I VAULT 14 E 5'x10'6"x7'6" 6 6" 427' I MANHOLE T MANHOLE V21 TO V22 6'x12'x7' 6 6' 2 3„ 2 4„ GAS 6'x12'x7' 1 6" 522' 500' 498 1746' MANHOLE T V7 TO V19 MH TO MH PULLBOX TV 6'x12'x7' PB TO PB ELB TO CAP 2'x3'x3' VAULT 19 E PULLBOX TV 5'xl0'6"x7'6" 2'x3'x3' �\ PULLBOX TV 2 4 2 3 6 6 I 2'x3'x3' VAULT 20 E 15g 144' 618' 5'x10'6"x7'6" MH TO MH PB TO PB V21 TO CAP IIU� I \ \\ � MANHOLE T J 6'x12'x7' v� \\\ 2 6 6 4 2 3 H I� \ 2 4' 2 3" 6 6 617' 637 618' MH TO MH V20 TO V21 I W ❑ �✓ 775' 796 708' PB TO PB \ MH TO MH PB TO PB V19 TO V20 I� N I I \ aOg"' 6 3All ,A �I RnR IRRR IRRR —----L--- —-------------- — VAULT 21 E 13 2 4' 2 3„ �---------- 5'x10'6"x7'6" I I � 130' 469' AL 543' S30' CVWD ROW MH TO MH PB TO PB \ V7 TO V8 --� VAULT 6'x12'x7' 5'x10'6" FEE] IVI HIV f1 U L L / 6'x12'x7' 4 �� I i40 ° � I ® O $ 6 6 2 3» 2 4 MANHOLE T 507' 702' 624' 6'xI2'x7' I� II C/) V V9 TO VI PB TO PB MH TO MH 6 ® V12 TO V13 I I W /,Z 4 & PULLBOX TV I � 2'x3'x3' VAULT 12 E - �' VAULT 10 E w 5'x10'6"x7'6" 6' 2 4 2 GAS I II w Y11 AP MH TO P8 TO TEE TO CAP GAS CAP CAP 6 6» 6 6" 1000' V11 TO V26 AVENUE 5 6 C VAULT 25 E 6 6" 522' 5'x10'6"x7'6" 245' V17 TO V18 V25 TO CAP 6 6" VAULT 18 E 6 6" 494' 5'x10'6"x7'6" 198' V24 TO V25 V18 TO CAP CALLOUT KEY (MAINLINE CONDUIT SIZES) ELECTRIC # SIZE X XXX' NUMBER OF CON OF CONDUITS) CONDUIT FOOTAGE ELECTRIC NUMBER OF CONDUITS # SIZE OF CONDUIT(S) XXX' CONDUIT FOOTAGE STREET LIGHT NUMBER OF CONDUITS # SIZE OF CONDUIT(S) XXX' CONDUIT FOOTAGE TELEPHONE NUMBER OF CONDUITS # SIZE OF CONDUIT(S) XXX' CONDUIT FOOTAGE TV NUMBER OF CONDUITS SIZE OF CONDUIT(S) XXX' CONDUIT FOOTAGE TV NUMBER OF CONDUITS SIZE OF CONDUIT(S) XXX' CONDUIT FOOTAGE GAS NUMBER OF CONDUITS GAS # SIZE OF CONDUIT(S) XXX' CONDUIT FOOTAGE (SERVICE CONDUIT SIZES) ELECTRIC _ A ___V- PANEL SIZE(S) UTILITY IDENTIFICATION E-X-x"xxx' - CONDUIT FOOTAGE NO. & SIZE OF CONDUIT(S) - TO PANEL— SERVING STRUCTURE TELEPHONE UTILITY IDENTIFICATION T X-x"xxx' - CONDUIT FOOTAGE NO. & SIZE OF CONDUIT(S) MH TO PANED SERVING STRUCTURE TV UTILITY IDENTIFICATION Tv X-x"xxx' - CONDUIT FOOTAGE NO. & SIZE OF CONDUIT(S) C. A. UTILITY IDENTIFICATION C X-x xxx' - CONDUIT FOOTAGE NO. & SIZE OF CONDUIT(\ GAS UTILITY IDENTIFICATION G X-x"XXX' - CONDUIT FOOTAGE NO. & SIZE OF CONDUIT(S) GAS — — — GAS EXISTING GAS PRIMARY --------- ----------- GAS SERVICE 1 4" PULLBOX TV V11 TO CAP MH TO PB TO TEE TO CAP $` 2'x3'x3' CAP CAP 2 5" _ PULLBOX T 2 3" 2 4" 2'x3'x3' 426' 439' 724' � .� VAULT 11 E I I I PB TO MH TO V28 TO V29 - sPo 5'x10'6"x7'6" � 6 6" — — — — — 2 3" 2 4 � 629' 604' 626' PB TO PB MH TO MH V10 TO V11 9Po — — 14+W GAS \ 2 5 2'` 121'-11" 61 ' 112' 9 24" 313' 12Y+ 12 +oo 12 +p0 +� 124+ +pp 126+ I TEE TO CAP PB TO MH TO V28 TO CAP L J CAP \ \ $ I I PULLBOX TV 2 4" 6 6" I I 2'x3'x3' o PULLBOX T I I I 553' II 2'x3'x3' I MH TO CAP V11 TO V12 2 3" 2 4„ VAULT 29 E GAS PB TO CAP 1 4" 2 3" 2 4' 2 5" 330' 340' I 5'x10'6"x7'6" 115' PULLBOX TV H TO,' 47' 175' 235' 2'x3'x3' PCAP B TO MCAT / + GAS TEE TO CAP PB TO MTZ� CAP CAP V11 TO CAP MANHOLE T �T� 2105' 188' 217' 1 4 6'x12'x7' BlJ 1�KO \ V29 TO CAP PB TO PB TO 90' TO CAP �a GAS CAP CAP i 1 4" 1 7 4' � TEE TO CAP 0 CATV ® CATV 18"x3O" ODN s ® CATV 36"x18" OLM * 91 CATV 46"x54" OLT* ® CATV 10"05" PULLBOX ® CATV 17"x30" PULLBOX E2 CATV 2'x3' PULLBOX ® CATV 3'x5' PULLBOX ® CATV 36"x48" POWER SUPPLY * CATV 90"x32" POWER SUPPLY * CAN EXISTING CAN PRIMARY -------------------- CAN SERVICE TELEPHONE TELELPHONE 4'6"x8'6"x6'6" MANHOLE TELELPHONE 5'x10'x7' MANHOLE FTELEPHONE 6'x12'x7' MANHOLE TELEPHONE 78"x72" PFP#2 s TELEPHONE 2'x3' PULLBOX ® TELEPHONE 30"x6O" PULLBOX TELEPHONE 3'x5' PULLBOX — — — — — —TELEPHONE EXISTING TELEPHONE PRIMARY -------------------- TELEPHONE SERVICE IID 141- ELEC. 17"x3ON24" HANDHOLE LD ELEC. 24"x3O" PULLBOX 35'x78' SECTOR CABINET* 48'x72' PAD* ELEC. 72"x94" PAD* ® ELEC. 2'x3'x3' PULLBOX ® ELEC. 2'6"x4'x3'6" PULLBOX ELEC. 3'x5'x4' PULLBOX ELEC. 6'x8' SLAB BOX* 8'x8' SLAB BOX* ELEC. 5'x7'6"x5'6" VAULT ELEC. 7'x10'6"x7'6" VAULT — — — — — — ELEC EXISTING ELEC PRIMARY ELEC SECONDARY -------------------- ELEC SERVICE - - - - - - - - - - - - ELEC ST-LT ABOVE GROUND FACILITIES BUTSIKO UTILITY DESIGN, INC. 26835 JEFFERSON AVENUE SUITE A' MURRIETA, CA 92562 TEL:951-834-9920 • FAX:951-834-9930 WWW. BUTSKOUTILITY. COM SAN DIEGO •ORANGE COUNTY*INLAND EMPIRE. CENTRAL COAST THE ROBERT GREEN CO. SILVER ROCK RESORT DEVELOPER'S ADDRESS (XXX) XXX-XXXX FAX (XXX) XXX-XXXX CIVIL IMPROVEMENTS PERMIT NO. -- -- PLAN CHECK NO. Project Sheet SILVER ROCK BACKBONE O F Date OCTOBER 27, 2020 Scale I" = Ioo' CONTRACTOR INSTRUCTIONS 1. All traffic control devices shall conform to the latest edition of California Manual on Uniform Traffic Control Devices(CA MUTCD), and the Standard Specifications for Public Works latest edition. 2. The City Engineer or his representative has the authority to initiate field changes to assure public safety. 3. All traffic control devices shall be removed from view when not in use. 4. Work hours shall be restricted between 6:00 A.M. TO 4:00 P.M. unless approved otherwise. 5. Trenches must be back filled or plated during non -working hours. 6. Pedestrian controls shall be provided as shown on the plans. 7. Temporary "NO PARKING" signs will be posted 72 hours prior to commencing work. 8. Access to driveways will be maintained at all times unless other arrangements are made. 9. All striping removed or damaged, will be replaced by the contractor within 24 hours ( or replaced with temporary tape ). 10. All workers shall be equipped with a class three vest ( or a reflective vest at night ). All naggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 11. Any work that disturbs normal traffic signal operations shall be coordinated with the Traffic Division, 48 hours prior to beginning of construction. 12. The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week. 13. A minimum of twelve ( 12 ) foot travel lanes must be maintained unless otherwise approved by Public Works. 14. A solar powered flashing arrow board shall be required on all arterial street closures. NOTE: 1. WORK PERFORMED IS FOR BORING. 2. WORK HOURS WILL BE FROM 6:00 A.M. TO 4:00 P.M. TRAFFIC CONTROL SET-UP 24/7. 3. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: CURTIS ELLIOTT (760) 397-3633. TYPE II BARRICADE WITH SIGN TYPE III BARRICADE WITH SIGN \-I • SPRING STAND OQ DOUBLE BASED DELINEATOR ® AREA OF CONSTRUCTION r_1110� DIRECTION OF TRAVEL 0 20' K-RAIL TEMPORARY TRAFFIC CONTROL PLANS CITY OF LA QUINTA a uaklm; taro*. cn - Falrxarr d . .. b. vulnc. ceuntrr aue eunemm �n..c,n„r �. . _ co' _ e 3 o call, Tampico s - ear" nqr - a Ida Nyestra- °ed - PR04CT o swr Clau n L s b Avenue 5]52L Alma, 52 R95 a, ahc L SIlr�erbRo[k �16 e4 S - h,+ Gen ri bky b CITY OF LA QUINTA RECOMMENDED BY: ENGINEER, TRAFFIC DIVISION DATE TRAFFIC DIVISION DATE PERMIT ENGINEER ^^T ^ +DATE LOCATION MAP NTS DESCRIPTION OF REVISION THIS TRAFFIC CONTROL ADDED TO PERMIT ON 5-18-2022 GENERAL TRAFFIC CONTROL NOTES: 1. THE APPLICATION OF THE SPECIFICATION FOR THE WORKSITE TRAFFIC CONTROL SHALL CONFORM TO THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD ), CHAPTER 6 OF THE 2014 EDITION, THE WORKAREATRAFFIC CONTROL HANDBOOK ( WATCH MANUAL), LATEST EDITION, CALTRANS SPECIFICATIONS AND STANDARD PLANS, AND THE CITY OF LA QUINTA STANDARDS LATEST EDITIONS. 2. THE NAME AND PHONE NUMBER (24-HOUR AVAILABILITY) OF THE CONTRACTOR'S SAFETY COORDINATOR AND TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL BE PROVIDED TO THE CITY INSPECTOR. ANY CHANGE IN THE ASSIGNED PERSONNEL OR PHONE NUMBER SHALL BE REPORTED IMMEDIATELY TO THE INSPECTOR. THE CONTRACTORS SAFETY COORDINATOR AND/OR TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL MAKE PERIODIC INSPECTIONS OF TRAFFIC CONTROL DEVICES THROUGHOUT THE DAYAND NIGHT TO INSURE THAT CONTROLS ARE PROPERLY LOCATED AND IN GOOD REPAIR. THE ABOVE PERSONNEL SHALL HAVE THE WORKSITE TRAFFIC CONTROL PLANS ON SITE AND AVAILABLE AT ALL TIMES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK FOR THE PROJECT TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CITY. THE TRAFFIC CONTROL PLAN INSTALLED SHALL PROVIDE FOR SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH AND AROUND THE WORK AREAAND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION ATALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 5. THE CITY OF LA QUINTA HAS THE RIGHT TO OBSERVE THE TRAFFIC CONTROL IN USE AND TO MAKE ANY CHANGES DEEMED NECESSARY BY FIELD CONDITIONS. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND WILL BE DONE SOLELY AT THE CONTRACTORS EXPENSE. 6. ORANGE COLORED ENGINEERING GRADE REFLECTIVE OR BRIGHTER SHEETING SHALL BE USED AS THE BACKGROUND FOR ALL CONSTRUCTION MAINTENANCE WORK ZONE AND WARNING SIGNS USED WITHIN THE WORKSITE TRAFFIC CONTROL AREA. IF NOT SPECIFIED BY THE STANDARDS LISTED IN NOTE 1 ON THIS PLAN. 7. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING THE COMPLETION OF THE CONSTRUCTION PHASE. THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AS OPERATIONS REVERT BACK TO THE DEVICES' INTENDED USE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ACCESS TO ALL PUBLIC AND PRIVATE DRIVEWAYS IN THE CONSTRUCTION AREA NOT RELATED TO THE SPECIFIC PROJECT. CONTRACTOR IS TO NOTIFY NEIGHBORING BUSINESSES 72-HOURS IN ADVANCE OF CONSTRUCTION. 9. ALL NECESSARY ENCROACHMENTS PERMITS SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. ALL CONFLICTING SIGNS SHALL BE COVERED. 11. THE CONTRACTOR SHALL REMOVE ANY EXCESS AND/OR CONFLICTING STRIPING AND PAVEMENT MARKERS AS NECESSARY. 12. THE CONTRACTOR SHALL PLATE OPEN TRENCHES AT THE END OF EACH WORK DAY PER CALTRANS STEEL PLATE BRIDGING UTILITY PROVISIONS TR-0157. DATE CITY Call before you Ogg DRAWN BY: SEe- JARED APPROVED ��,,,,,, ,ra .........CRAIG JAREDCall PITTS ROBB DESIGNED BY:CRAIG JAREDPITTS ROBB CHECKED BY: ROBB (909) 223-1898 CRAIG PITTS (951) 379-2425 CRAIG JARED SIGNATURE DATE 1-800-227-2600 patriottdinc@gmail.com patriottdinc@gmail.com PRAT AREROBB MAY 112022 AVENUE 52 PERMANENT LANE CLOSURE GRANITE CONSTRUCTIONGRAWE SHEET �OF2 (76P60) E. on 1e. zz DRAWING N( 391-6348 ^C^nnNT@ J ORIGINAL 22- 087 TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -ALL TYPE II AND TYPE III BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. -DURATION: 75 DAYS. 52ND AVE (50 MPH) CITY OF LA QUINTA JEFFERSON ST (50 MPH) JEFFERSON ST (50 MPH) THIS TRAFFIC CONTROL ADDED TO PERMIT ON 5-18-2022 GRAPHIC SCALE 60 0 30 60 120 [ IN FEET] 1 INCH = 60 FEET CONTRACTOR INSTRUCTIONS 1. All traffic control devices shall conform to the latest edition of California Manual on Uniform Traffic Control Devices(CA MUTCD), and the Standard Specifications for Public Works latest edition. 2. The City Engineer or his representative has the authority to initiate field changes to assure public safety. 3. All traffic control devices shall be removed from view when not in use. 4. Work hours shall be restricted between 6:00 A.M. TO 4:00 P.M. unless approved otherwise. 5. Trenches must be back filled or plated during non -working hours. 6. Pedestrian controls shall be provided as shown on the plans. 7. Temporary "NO PARKING" signs will be posted 72 hours prior to commencing work. 8. Access to driveways will be maintained at all times unless other arrangements are made. 9. All striping removed or damaged, will be replaced by the contractor within 24 hours ( or replaced with temporary tape ). 10. All workers shall be equipped with a class three vest ( or a reflective vest at night ). All flaggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 11. Any work that disturbs normal traffic signal operations shall be coordinated with the Traffic Division, 48 hours prior to beginning of construction. 12. The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week. 13. A minimum of twelve ( 12 ) foot travel lanes must be maintained unless otherwise approved by Public Works. 14. A solar powered flashing arrow board shall be required on all arterial street closures. NOTE: 1. WORK PERFORMED IS FOR FRONTIER. 2. WORK HOURS WILL BE FROM 6:00 A.M. TO 4:00 P.M. 3. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: CURTIS ELLIOTT (760) 397-3633. TEMPORARY TRAFFIC CONTROL PLANS CITY OF LA QUINTA ar La anmv curooe o-• o _ rrlrnali ci LA QUI" Pig Hnm,r. country el Uh M.rynno TYPE II BARRICADE WITH SIGN a I TYPE III BARRICADE WITH SIGN o - l� CPfle Tampico z ntaln e.r "wciulim`r SPRING STAND J ur O PORTABLE CONE / WITH WHITE SLEEVE enlda Nuestra .°° ry ih - _ ® AREA OF CONSTRUCTION P•a� m o t .�., Le ro DIRECTION OF TRAVEL c`1 O SIGNALIZED INTERSECTION b _ e4�'r Avenge 5] Avenuc 52 Avenue 52 FLASHING ARROW SIGN 416 Aeaer[ c 6 �o PROJECT s a o y,ow o LOCATION MAP NTS CITY OF LA QUINTA THIS TRAFFIC CONTROL PLAN IS ADDED TO PERMIT ON 5-18-2022 GENERAL TRAFFIC CONTROL NOTES: 1. THE APPLICATION OF THE SPECIFICATION FOR THE WORKSITE TRAFFIC CONTROL SHALL CONFORM TO THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD ), CHAPTER 6 OF THE 2014 EDITION, THE WORK AREATRAFFIC CONTROL HANDBOOK ( WATCH MANUAL), LATEST EDITION, CALTRANS SPECIFICATIONS AND STANDARD PLANS, AND THE CITY OF LA QUINTA STANDARDS LATEST EDITIONS. 2. THE NAME AND PHONE NUMBER (24-HOUR AVAILABILITY) OF THE CONTRACTOR'S SAFETY COORDINATOR AND TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL BE PROVIDED TO THE CITY INSPECTOR. ANY CHANGE IN THE ASSIGNED PERSONNEL OR PHONE NUMBER SHALL BE REPORTED IMMEDIATELY TO THE INSPECTOR. THE CONTRACTORS SAFETY COORDINATOR AND/OR TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL MAKE PERIODIC INSPECTIONS OF TRAFFIC CONTROL DEVICES THROUGHOUT THE DAY AND NIGHT TO INSURE THAT CONTROLS ARE PROPERLY LOCATED AND IN GOOD REPAIR. THE ABOVE PERSONNEL SHALL HAVE THE WORKSITE TRAFFIC CONTROL PLANS ON SITE AND AVAILABLE ATALL TIMES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK FOR THE PROJECT TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELLAS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CITY. THE TRAFFIC CONTROL PLAN INSTALLED SHALL PROVIDE FOR SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH AND AROUND THE WORK AREAAND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION ATALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 5. THE CITY OF LA QUINTA HAS THE RIGHT TO OBSERVE THE TRAFFIC CONTROL IN USE AND TO MAKE ANY CHANGES DEEMED NECESSARY BY FIELD CONDITIONS. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND WILL BE DONE SOLELYAT THE CONTRACTORS EXPENSE. 6. ORANGE COLORED ENGINEERING GRADE REFLECTIVE OR BRIGHTER SHEETING SHALL BE USED AS THE BACKGROUND FOR ALL CONSTRUCTION MAINTENANCE WORK ZONE AND WARNING SIGNS USED WITHIN THE WORKSITE TRAFFIC CONTROL AREA. IF NOT SPECIFIED BY THE STANDARDS LISTED IN NOTE 1 ON THIS PLAN. 7. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING THE COMPLETION OF THE CONSTRUCTION PHASE. THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AS OPERATIONS REVERT BACK TO THE DEVICES' INTENDED USE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ACCESS TO ALL PUBLIC AND PRIVATE DRIVEWAYS IN THE CONSTRUCTION AREA NOT RELATED TO THE SPECIFIC PROJECT. CONTRACTOR IS TO NOTIFY NEIGHBORING BUSINESSES 72-HOURS IN ADVANCE OF CONSTRUCTION. 9. ALL NECESSARY ENCROACHMENTS PERMITS SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. ALL CONFLICTING SIGNS SHALL BE COVERED. 11. THE CONTRACTOR SHALL REMOVE ANY EXCESS AND/OR CONFLICTING STRIPING AND PAVEMENT MARKERS AS NECESSARY. 12. THE CONTRACTOR SHALL PLATE OPEN TRENCHES AT THE END OF EACH WORK DAY PER CALTRANS STEEL PLATE BRIDGING UTILITY PROVISIONS TR-0157. TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. THIS TRAFFIC CONTROL PLAN IS ADDED TO PERMIT ON 5-18-2022 Rona w ; G2 -2 HIDEAWAY CLUB DR (GATED) JEFFERSON ST (50 MPH) R® 3-1 LLI ---------------------------------------------------------------------------- 12'MIN. _Z J -- ,_____ 12'MIN. H ..................................... e-----_____ -------------------------- --------------------a ------------------------------ e-.----- ,---�-----�- --------------------------- - BIKE---------------------- TAPER MAX TAPER 300' MAX TAPER 200' 50, 600' 50, 600' 1� g p THE LANE LANE CLOSED LANE CLOSE I l LANE LOSE RO W11-1M116-1 SC11(BIKE) C30 CA ( ) W4-2 R ( ) C30 CA ( ) 350' 350' 2 3 0' C20B(CA ROAD RICL06EOE WORK EAD O CLOSED I IKHFAD W20-1 W20-5(R) W4-2(R) W20-5(BIKE) C20OO � ti OB(CA) <# IKE UN Ricxr�wE ROAD CLOSED c�oseo WORK AIIEAO AxrAn AHEAD W20-5 BIKE) W4- (R) W20-5( R) W 0-1 3 0' 350' 350' LANE LOSE C30 CA () IV 4l LANE LOSED BIKE LANE JOHARE HE cLoseD R -1 W4- (R) C30 CA) SC11(BIKE) 16-1 TAPER MAX TAPER MAX BIKE TAPER 600' 50' 300' 600, 50, 200' 3-- ------------------- IT7j ° ------------------------------------------------- I- • —-----r--__ ----- _____ ____ _____ ____ _____ a a a ____a___------------------------' 12' MIN. ------------------------------------______________________— r_ z-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- m JEFFERSON ST (50 MPH) Ronoxw°oRx G20-2 GRAPHIC SCALE �- 60 0 30 60 120 (%� [ IN FEET] 1 INCH = 60 FEET CITY OF LA 0 U I N TA NO. DEPARTMENT OF PUBLIC WORKS DESCRIPTION OF REVISION DATE CITY Call before you Ogg APPROVED C„;,�,,,,,,aam;„p Call DRAWN BY: SEAL PROJECT NAME: wE CRAIG u. FRONTIER JEFFERSON ST CROSSING PITTS ROBB RECOMMENDED BY: ((O� n - - DESIGNED BY: Ho• ENGINEER, TRAFFICDIVISION DATE APPROVED BY: U . CRAIG JARED PRIME CONTRACTOR: PITTS ROBB ire GRANITE CONSTRUCTION GRAfllSHEETTE ZOF� TRAFFIC DIVISION DATE PERMITENGINEER DATE J� •R 1-600-227-2600 CHECKED BY: °f" PHONE: DATE: JARED ROBB (909) 223-1898 CRAIG PITTS (951) 379-2425 SIGNATURE DATE (760) 05/17/2022 DRAWING NO patriottdinc@gmail.com patriottdinc@gmail.com CRAIG JARED 391-634. ACCOUNT# JOB# OPERATIONS SUPPORT DIVISION PITTS ROBB MAY 17 2022 01y 114 9 REVISED 22-987_-1_ TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET I FOR CONTRACTOR INSTRUCTIONS. THIS TRAFFIC CONTROL PLAN IS ADDED TO PERMIT ON 5-18-2022 xoAowoxx G2 -2 ^ HIDEAWAY CLUB DR JEFFERSON ST (50 MPH) 'FL H LEFTTURN (�(l (GATED) WITH LEFT TURNS R3-2 ----------------------------------------- ------------------------------------------------------------------------------------------------------------------------ 12' MIN. LLI ------------------------------------------------------------------------------------------------------------------------------------------------------e------9 --------- ___ & V Q E ---- ---- ---- ---- ---- ------s---_---_---_---_----_----_--------_ -- ---- _----- ----- -J---12_MIN.------------------------------- -- ---_--- - - -----_--.--_-�---- - - ----------------------------------�-- - - ¢ - - Q 12' MIN. 350' 350' 350' MAX TAPER 300' MAX TAPER 50, 600' 50, OPENING 600' ROAD WORK AHEAD,'nxr C20B(CA) 2 rs�rcwe c�os6o o >1 LANE CLOSE J I 150' J� LANE LOSE W20-1 W20-5(L) W4-2(L) C30(CA) W4-2(L) Lvj W12-1 C30(CA) ❑2 LANE LOSE (J. I' I LANE LOSED C20B(CA) 2 i I �E��,E ROAD aoseo WORK nxrnn AHEAD C30 CA) W4-2(L) C30(CA) W4-2(L) W20-5(L) W 0-1 TAPER MAX TAPER MAX 600' 50' 300' 600' 50, 350' 350' 350' -- - IN - .----------------- 312' 0P-----s---------------------------------------------------- _______ _______________________________ - - — - - - - -----r----------r----------r---12'MIN.---r----------.------------------------------------------------------------------------ ___________________ __________________________________________________________________ D2� . r_ Z-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- m JEFFERSON ST (50 MPHJ xoAowoxK G20-2 GRAPHIC SCALE �- 60 0 30 60 120 (%� [ IN FEET] 1 INCH = 60 FEET CITY OF LA 0 U I N TA NO. DESCRIPTION OF REVISION DATE CITY Call before you Ogg APPROVED C„;,�,,,,-,a:m:„p DRAWN BY: SEAL PROJECT NAME: CRAIG JARED 'lw FRONTIER JEFFERSON ST CROSSING DEPARTMENT OF PUBLIC WORKS Call PITTS ROBB RECOMMENDED BY: ((0� n - - DESIGNED BY: Ho• ENGINEER,TRAFFICDIVISION DATE APPROVED BY: U . CRAIG JARED PRIME CONTRACTOR: PITTS ROBB ire GRANITE CONSTRUCTION GRArllTE SHEET �OF� TRAFFICDIVISION DATE PERMITENGINEER DATE J� .R 1-600-227-2600 JARED ROBB (909) 223-1898 patriottdinc@gmail.com CHECKED BY: °c" PHONE: DATE: CRAIG PITTS (951) 379-2425 SIGNATURE DATE (760) 05/17/2022 DRAWING NO patriottdinc@gmail.com CRAIG JARED 391-6348 ACCOUNT# JOB# OPERATIONS SUPPORT DIVISION PITTS ROBB MAY 17 2022 0 114 9 REVISED 22- 087_-1_ CONTRACTOR INSTRUCTIONS 1. All traffic control devices shall conform to the latest edition of California Manual on Uniform Traffic Control Devices(CA MUTCD), and the Standard Specifications for Public Works latest edition. 2. The City Engineer or his representative has the authority to initiate field changes to assure public safety. 3. All traffic control devices shall be removed from view when not in use. 4. Work hours shall be restricted between 6:00 A.M. TO 4:00 P.M. unless approved otherwise. 5. Trenches must be back filled or plated during non -working hours. 6. Pedestrian controls shall be provided as shown on the plans. 7. Temporary "NO PARKING" signs will be posted 72 hours prior to commencing work. 8. Access to driveways will be maintained at all times unless other arrangements are made. 9. All striping removed or damaged, will be replaced by the contractor within 24 hours ( or replaced with temporary tape ). 10. All workers shall be equipped with a class three vest ( or a reflective vest at night ). All flaggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 11. Any work that disturbs normal traffic signal operations shall be coordinated with the Traffic Division, 48 hours prior to beginning of construction. 12. The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week. 13. A minimum of twelve ( 12 ) foot travel lanes must be maintained unless otherwise approved by Public Works. 14. A solar powered flashing arrow board shall be required on all arterial street closures. NOTE: 1. WORK PERFORMED IS FOR GAS LINE BORING 52 AVE / FRONTIER XING @ SILVERROCK WAY. 2. WORK HOURS WILL BE FROM 6:00 A.M. TO 4:00 P.M. 3. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: CURTIS ELLIOTT (760) 397-3633. TEMPORARY TRAFFIC CONTROL PLANS CITY OF LA QUINTA 1. THE APPLICATION OF THE SPECIFICATION FOR THE WORKSITE TRAFFIC CONTROL SHALL CONFORM TO THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD ), CHAPTER 6 OF THE 2014 EDITION, THE WORK AREATRAFFIC CONTROL HANDBOOK ( WATCH MANUAL), LATEST EDITION, CALTRANS SPECIFICATIONS AND STANDARD PLANS, AND THE CITY OF LA QUINTA STANDARDS LATEST EDITIONS. 2. THE NAME AND PHONE NUMBER (24-HOUR AVAILABILITY) OF THE CONTRACTOR'S SAFETY COORDINATOR AND TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL BE PROVIDED TO THE CITY INSPECTOR. ANY CHANGE IN THE ASSIGNED PERSONNEL OR PHONE NUMBER SHALL BE REPORTED IMMEDIATELY TO THE INSPECTOR. THE CONTRACTORS SAFETY COORDINATOR AND/OR TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL MAKE PERIODIC INSPECTIONS OF TRAFFIC CONTROL DEVICES THROUGHOUT THE DAY AND NIGHT TO INSURE THAT CONTROLS ARE PROPERLY LOCATED AND IN GOOD REPAIR. THE ABOVE PERSONNEL SHALL HAVE THE WORKSITE TRAFFIC CONTROL PLANS ON SITE AND AVAILABLE ATALL TIMES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK FOR THE PROJECT TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELLAS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CITY. THE TRAFFIC CONTROL PLAN INSTALLED SHALL PROVIDE FOR SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH AND AROUND THE WORK AREAAND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION ATALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. TYPE II BARRICADE WITH SIGN i I TYPE III BARRICADE WITH SIGN Avenida la Fonda lima \-/ • SPRING STAND O Q O DOUBLE BASED DELINEATOR � � � (my rl. j ® AREA OF CONSTRUCTION a E - � w tJ a P �^ m „ Avenida la Torres a DIRECTION OF TRAVEL y N+ °v o CA r _ , Z � 14 [eum O SIGNALIZED INTERSECTION a p Z Citrus 1 Avenida Nuestra 0 FLASHING ARROW SIGN Avenue 52 Avenue SZ Avenue 52 AVE 52 Ln Demon Dr E Q A PROJECT A o D rd r� P1 P I LOCATION MAP N PROJECT NTS CITY OF LA QUINTA HIS TRAFFIC CONTROL PLAN IS DDED TO PERMIT ON 5-18-2022 5. THE CITY OF LA QUINTA HAS THE RIGHT TO OBSERVE THE TRAFFIC CONTROL IN USE AND TO MAKE ANY CHANGES DEEMED NECESSARY BY FIELD CONDITIONS. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND WILL BE DONE SOLELYAT THE CONTRACTORS EXPENSE. 6. ORANGE COLORED ENGINEERING GRADE REFLECTIVE OR BRIGHTER SHEETING SHALL BE USED AS THE BACKGROUND FOR ALL CONSTRUCTION MAINTENANCE WORK ZONE AND WARNING SIGNS USED WITHIN THE WORKSITE TRAFFIC CONTROL AREA. IF NOT SPECIFIED BY THE STANDARDS LISTED IN NOTE 1 ON THIS PLAN. 7. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING THE COMPLETION OF THE CONSTRUCTION PHASE. THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AS OPERATIONS REVERT BACK TO THE DEVICES' INTENDED USE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ACCESS TO ALL PUBLIC AND PRIVATE DRIVEWAYS IN THE CONSTRUCTION AREA NOT RELATED TO THE SPECIFIC PROJECT. CONTRACTOR IS TO NOTIFY NEIGHBORING BUSINESSES 72-HOURS IN ADVANCE OF CONSTRUCTION. 9. ALL NECESSARY ENCROACHMENTS PERMITS SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. ALL CONFLICTING SIGNS SHALL BE COVERED. 11. THE CONTRACTOR SHALL REMOVE ANY EXCESS AND/OR CONFLICTING STRIPING AND PAVEMENT MARKERS AS NECESSARY. 12. THE CONTRACTOR SHALL PLATE OPEN TRENCHES AT THE END OF EACH WORK DAY PER CALTRANS STEEL PLATE BRIDGING UTILITY PROVISIONS TR-0157. POTHOLING JEFFERSON STREET AND AVENUE 52 GRANITE CONSTRUCTION GRAIIITE TEMPORARY TRAFFIC CONTROL PLAN WASHINGTON ST -SEE SHEET I FOR CONTRACTOR INSTRUCTIONS. ITHIS TRAFFIC CONTROL PLAN IS (50MPH) -DRIVEWAY NOT E AS CONSTRUCTI( -ALL TYPE IIAND -TRAFFIC CONTR -PHASE 1 GAS BC -DURATION: 2 WE 52ND AVE (50 MPH) D= SC11(BIKE) SC11(BIKE) CITY OF LA QUINTA m GRAPHIC SCALE 60 0 30 60 120 [ IN FEET] 1 INCH = 60 FEET POTHOLING JEFFERSON STREET AND AVENUE 52 GRANITE CONSTRUCTION GRAIIITE TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -DRIVEWAY NOT SHOWN ON PLANS TO REMAIN OPEN AS CONSTRUCTION PERMITS UNLESS OTHER ARRAIGNMENTS ARE MADE. -ALL TYPE II AND TYPE III BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. WASHINGTON ST -TRAFFIC CONTROL SET-UP 24/7. (50 MPH) +W21 -PHASE 2 GAS BORING. -DURATION: 2 WEEKS. D 52ND AVE (50 MPH) 11 .r ------------------------- O --------------------------- --------------------------------------- 350' 3 0' 3 0' 50, MAX WORK ZONE JJ BIKE 10 BIKE CµoSEpE G20-5aP 1. I CLOSE) LANE LONE SPEE AHEAD CLOSED WASHINGTON ST CLOSED W2+R21 (L) L40 W*L) 4VPWOBKKE C11 BIKE �� SC11 BIKE SS GPpEEp SIDEWALK SIDEWALK LIMIT R4-11 (MOD) R4-11 (MOD) W35 W3-5 35 R2-1 CITY OF LA QUINTA THIS TRAFFIC CONTROL PLAN IS ADDED TO PERMIT ON 5-18-2022 QLu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - J Q R) CEMNO (25 MPH) 300' SHIFT TAPER 100' @ 350' INTERVALS THROUGHOUT EXTENDED WORK ZONE WORK ZONE G20-5aP TS35 MIT R2-1 GRAPHIC SCALE 60 0 30 60 120 [ IN FEET] 1 INCH = 60 FEET PROJECT NAME: POTHOLING JEFFERSON STREET AND AVENUE 52 PRIME CONTRACTOR: SHEET GRANITE CONSTRUCTION GRAI_UTE _ TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -DRIVEWAY NOT SHOWN ON PLANS TO REMAIN OPEN AS CONSTRUCTION PERMITS UNLESS OTHER ARRAIGNMENTS ARE MADE. -ALL TYPE II AND TYPE III BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. -TRAFFIC CONTROL SET-UP 24/7. -PHASE 3 GAS BORING. -DURATION: 5 DAYS. 12' MIN. —� ------------------ c 350' 350' 3 0' 200' S0' 600' 100' 50' BIKE TAPER MAX TAPER OPENING BIKE ANE wo� I `11 BIKE UH snABE aoseo LANE LANE H irFno I AHEPD OE SC11(BIKE) � y W20-1 W20-51RI W4-21R) W20-5fBIKE1 W11-IM16-1 CITY OF LA QUINTA THIS TRAFFIC CONTROL PLAN IS ADDED TO PERMIT ON 5-18-2022 CETR/NO (25 MPH) It GATE &12MI. ------------------------------ O52ND AVE (50 MPH) 100' 100' t n t SILVERROCK WAY (25 MPH) GRAPHIC SCALE 60 0 30 60 120 [ IN FEET] 1 INCH = 60 FEET PROJECT NAME: POTHOLING JEFFERSON STREET AND AVENUE 52 PRIME CONTRACTOR: SHEET GRANITE CONSTRUCTION GRAI_UTE _ TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -DRIVEWAY NOT SHOWN ON PLANS TO REMAIN OPEN AS CONSTRUCTION PERMITS UNLESS OTHER ARRAIGNMENTS ARE MADE. -FRONTIER CROSSING. CETRINO (25 MPH) SILVERROCK WAY (25 MPH) CITY OF LA QUINTA 52ND AVE (50 MPH) CETRWO (25 MPH) SILVERROCK WAY (25 MPH) THIS TRAFFIC CONTROL PLAN IS ADDED TO PERMIT ON 5-18-2022 52ND AVE (50 MPH) GRAPHIC SCALE 60 0 30 60 120 [ IN FEET] 1 INCH = 60 FEET POTHOLING JEFFERSON STREET AND AVENUE 52 GRANITE CONSTRUCTION GRAIIITE CONTRACTOR INSTRUCTIONS TEMPORARY TRAFFIC CONTROL PLANS GENERAL TRAFFIC CONTROL NOTES: CITY OF LA QUINTA 1. All traffic control devices shall conform to the latest edition of California Manual on Uniform Traffic Control Devices(CA MUTCD), and the Standard Specifications for Public Works latest edition. 2. The City Engineer or his representative has the authority to initiate field changes to assure public safety. 3. All traffic control devices shall be removed from view when not in use. 4. Work hours shall be restricted between 6:00 A.M. TO 4:00 P.M. unless approved otherwise. 5. Trenches must be back filled or plated during non -working hours. 6. Pedestrian controls shall be provided as shown on the plans. 7. Temporary "NO PARKING" signs will be posted 72 hours prior to commencing work. 8. Access to driveways will be maintained at all times unless other arrangements are made. 9. All striping removed or damaged, will be replaced by the contractor within 24 hours ( or replaced with temporary tape ). 10. All workers shall be equipped with a class three vest ( or a reflective vest at night ). All flaggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 11. Any work that disturbs normal traffic signal operations shall be coordinated with the Traffic Division, 48 hours prior to beginning of construction. 12. The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week. 13. A minimum of twelve ( 12 ) foot travel lanes must be maintained unless otherwise approved by Public Works. 14. A solar powered flashing arrow board shall be required on all arterial street closures. NOTE: 1. WORK PERFORMED IS FOR POTHOLING. 2. WORK HOURS WILL BE FROM 6:00 A.M. TO 4:00 P.M. 3. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: CURTIS ELLIOTT (760) 397-3633. a Ln anmv curboe o-• o _ rrlrnali ci LA QUInW big Hnm,r. country cl uh M.uynno TYPE II BARRICADE WITH SIGN a I TYPE III BARRICADE WITH SIGN o - l� Cbfle Tampico z nraln e.r "wciulim`r SPRING STAND J ur OQ PORTABLE CONE / WITH WHITE SLEEVE enlda Nuestra .°° ry ih - ® AREA OF CONSTRUCTION b•a� m PR04CT o .�., Lbo ro DIRECTION OF TRAVEL c`1 b O SIGNALIZED INTERSECTION b _ e4�'r Avenge 5] Ave nuc 52L A-- 52 FLASHING ARROW SIGN 416 Aenbr[ c 6 Co - 'r91 GeU CIVbdy 5a0 yeVN c LOCATION MAP NTS CITY OF LA QUINTA 1. THE APPLICATION OF THE SPECIFICATION FOR THE WORKSITE TRAFFIC CONTROL SHALL CONFORM TO THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD ), CHAPTER 6 OF THE 2014 EDITION, THE WORK AREATRAFFIC CONTROL HANDBOOK ( WATCH MANUAL), LATEST EDITION, CALTRANS SPECIFICATIONS AND STANDARD PLANS, AND THE CITY OF LA QUINTA STANDARDS LATEST EDITIONS. 2. THE NAME AND PHONE NUMBER (24-HOUR AVAILABILITY) OF THE CONTRACTOR'S SAFETY COORDINATOR AND TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL BE PROVIDED TO THE CITY INSPECTOR. ANY CHANGE IN THE ASSIGNED PERSONNEL OR PHONE NUMBER SHALL BE REPORTED IMMEDIATELY TO THE INSPECTOR. THE CONTRACTORS SAFETY COORDINATOR AND/OR TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL MAKE PERIODIC INSPECTIONS OF TRAFFIC CONTROL DEVICES THROUGHOUT THE DAY AND NIGHT TO INSURE THAT CONTROLS ARE PROPERLY LOCATED AND IN GOOD REPAIR. THE ABOVE PERSONNEL SHALL HAVE THE WORKSITE TRAFFIC CONTROL PLANS ON SITE AND AVAILABLE ATALL TIMES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK FOR THE PROJECT TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELLAS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CITY. THE TRAFFIC CONTROL PLAN INSTALLED SHALL PROVIDE FOR SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH AND AROUND THE WORK AREAAND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION ATALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 5. THE CITY OF LA QUINTA HAS THE RIGHT TO OBSERVE THE TRAFFIC CONTROL IN USE AND TO MAKE ANY CHANGES DEEMED NECESSARY BY FIELD CONDITIONS. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND WILL BE DONE SOLELYAT THE CONTRACTORS EXPENSE. 6. ORANGE COLORED ENGINEERING GRADE REFLECTIVE OR BRIGHTER SHEETING SHALL BE USED AS THE BACKGROUND FOR ALL CONSTRUCTION MAINTENANCE WORK ZONE AND WARNING SIGNS USED WITHIN THE WORKSITE TRAFFIC CONTROL AREA. IF NOT SPECIFIED BY THE STANDARDS LISTED IN NOTE 1 ON THIS PLAN. 7. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING THE COMPLETION OF THE CONSTRUCTION PHASE. THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AS OPERATIONS REVERT BACK TO THE DEVICES' INTENDED USE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ACCESS TO ALL PUBLIC AND PRIVATE DRIVEWAYS IN THE CONSTRUCTION AREA NOT RELATED TO THE SPECIFIC PROJECT. CONTRACTOR IS TO NOTIFY NEIGHBORING BUSINESSES 72-HOURS IN ADVANCE OF CONSTRUCTION. 9. ALL NECESSARY ENCROACHMENTS PERMITS SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. ALL CONFLICTING SIGNS SHALL BE COVERED. 11. THE CONTRACTOR SHALL REMOVE ANY EXCESS AND/OR CONFLICTING STRIPING AND PAVEMENT MARKERS AS NECESSARY. 12. THE CONTRACTOR SHALL PLATE OPEN TRENCHES AT THE END OF EACH WORK DAY PER CALTRANS STEEL PLATE BRIDGING UTILITY PROVISIONS TR-0157. JEFFERSON STREET AND AVENUE 52 FRONTIER CROSSING JEFFERSON ST (50 MPH) TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. •LANI AT TF 112 THIS TRAFFIC CONTROL PLAN IS N 5-18-2022 ROAD WORK AHEAD 7'1 D = 4 r 12' MIN. Z------------------------------------------------------------------------- -- m --- ---- JEFFERSON ST 50, (50 MPH) �!!!_qp—N -�.i 6No � i ROAD wows G20-2 CITY Call before you Ogg DRAWN BY: SEAL PROJECT NAME: CITY OF LA QUINTA NO. DESCRIPTION OF REVISION DATE APPROVED 2;,�=.....„.. CRAIGJARED LL JEFFERSON STREET AND BD GRAPHIC SCALE 20 DEPARTMENT OF PUBLIC WORKSPIT`TSCall DESIGNED EDBB AVENUE 52 FRONTIER CROSSING C�oo - DESIGNED BY:g-� CRAIG DARED PRIME CONTRACTOR:p/�� S ENGINEER, TRAFFIC DIVISION DATE APPROVED BY: s4i�Dl RAI ARE 1r1 GRANITE CONSTRUCTION GRFV IITE 1 [,IN FEET] CHECKED BY: °f" PHONE: DATE: 11NCH=60 FEET „e I ... f) lIRR/O..177' ROA (`GCI!_GI l..l\170-7- (760) DS/17/7f190 DRC JEFFERSON ST (50 MPH) TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -LANE CLOSURES MAY BE SET - AT THE SAME TIME. 52ND AVE (50 MPH) THIS TRAFFIC CONTROL PLAN IS -18-2022 MATCH LINE U \V R0� WORK 7M. A C30 CA) C9 (CA)JEFFERSON ST TA ER W20-1 100 SHOULDER TAPER(50 MPH) 50, 6 0' d01S 200' 12'MIN. 3 Ss ----------------------- --- ------ °............................................................ ------ ---- D « ° 12' MIN. ° .- D = 4 4i E: t- - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Z 12_MIN.-------- --------------------------------------------------------------------------------- m JEFFERSON ST 50, (50 MPH) q.i -� RG wows G20-2 CITY Call before you Ogg DRAWN BY: SEAL PROJECT NAME: CITY OF LA QUINTA NO. DESCRIPTION OF REVISION DATE APPROVED ;�, ; „-- CRAIGJARED LL/ JEFFERSON STREET AND 60 GRAPHIC SCALE 20 DEPARTMENT OF PUBLIC WORKSPIT`TSCall DESIGNED EDBB AVENUE 52 FRONTIER CROSSING a - DESIGNED BY: Ho• .� g-� CRAIG JARED PRIME CONTRACTOR: S ENGINEER, TRAFFIC DIVISION DATE APPROVED BY: PITTS ROBB ire GRANITE CONSTRUCTIONGRAIIITE S[IN FEET] CHECKED BY: °f" PHONE: DATE: 11NCH=60 FEET „e IAGFf)RrIRR /O!)Q177'3_1 ROA (`GAI!_GITTC l051\'�70_7d�S ........r....�...r� (760) nF117/7n99 DRA CONTRACTOR INSTRUCTIONS TEMPORARY TRAFFIC CONTROL PLANS GENERAL TRAFFIC CONTROL NOTES: CITY OF LA QUINTA 1. All traffic control devices shall conform to the latest edition of California Manual on Uniform Traffic Control Devices(CA MUTCD), and the Standard Specifications for Public Works latest edition. 2. The City Engineer or his representative has the authority to initiate field changes to assure public safety. 3. All traffic control devices shall be removed from view when not in use. 4. Work hours shall be restricted between 6:00 A.M. TO 4:00 P.M. unless approved otherwise. 5. Trenches must be back filled or plated during non -working hours. 6. Pedestrian controls shall be provided as shown on the plans. 7. Temporary "NO PARKING" signs will be posted 72 hours prior to commencing work. 8. Access to driveways will be maintained at all times unless other arrangements are made. 9. All striping removed or damaged, will be replaced by the contractor within 24 hours ( or replaced with temporary tape ). 10. All workers shall be equipped with a class three vest ( or a reflective vest at night ). All flaggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 11. Any work that disturbs normal traffic signal operations shall be coordinated with the Traffic Division, 48 hours prior to beginning of construction. 12. The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week. 13. A minimum of twelve ( 12 ) foot travel lanes must be maintained unless otherwise approved by Public Works. 14. A solar powered flashing arrow board shall be required on all arterial street closures. NOTE: 1. WORK PERFORMED IS FOR POTHOLING. 2. WORK HOURS WILL BE FROM 6:00 A.M. TO 4:00 P.M. 3. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: CURTIS ELLIOTT (760) 397-3633. a Ln anmv curboe o-• o _ ralrnaYi Ci LA QUInW big Hnm,r. country cl uh M.uynno TYPE II BARRICADE WITH SIGN a I TYPE III BARRICADE WITH SIGN o - l� Cbfle Tampico z nian v n e.r "wciulim`r SPRING STAND J .ir OQ PORTABLE CONE / WITH WHITE SLEEVE enlda Nuestra .°° ry ih - ® AREA OF CONSTRUCTION b•a� m PR04CT o .�., Lbo ro DIRECTION OF TRAVEL c`1 b O SIGNALIZED INTERSECTION b _ e4�'r Avenge 5] Ave nuc 52L A-- 52 FLASHING ARROW SIGN 416 Aenbr[ c 6 Co - 'r91 GeU CIVbdy 5a0 yeVN c LOCATION MAP NTS CITY OF LA QUINTA 1. THE APPLICATION OF THE SPECIFICATION FOR THE WORKSITE TRAFFIC CONTROL SHALL CONFORM TO THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD ), CHAPTER 6 OF THE 2014 EDITION, THE WORK AREATRAFFIC CONTROL HANDBOOK ( WATCH MANUAL), LATEST EDITION, CALTRANS SPECIFICATIONS AND STANDARD PLANS, AND THE CITY OF LA QUINTA STANDARDS LATEST EDITIONS. 2. THE NAME AND PHONE NUMBER (24-HOUR AVAILABILITY) OF THE CONTRACTOR'S SAFETY COORDINATOR AND TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL BE PROVIDED TO THE CITY INSPECTOR. ANY CHANGE IN THE ASSIGNED PERSONNEL OR PHONE NUMBER SHALL BE REPORTED IMMEDIATELY TO THE INSPECTOR. THE CONTRACTORS SAFETY COORDINATOR AND/OR TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL MAKE PERIODIC INSPECTIONS OF TRAFFIC CONTROL DEVICES THROUGHOUT THE DAY AND NIGHT TO INSURE THAT CONTROLS ARE PROPERLY LOCATED AND IN GOOD REPAIR. THE ABOVE PERSONNEL SHALL HAVE THE WORKSITE TRAFFIC CONTROL PLANS ON SITE AND AVAILABLE ATALL TIMES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK FOR THE PROJECT TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELLAS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CITY. THE TRAFFIC CONTROL PLAN INSTALLED SHALL PROVIDE FOR SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH AND AROUND THE WORK AREAAND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION ATALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 5. THE CITY OF LA QUINTA HAS THE RIGHT TO OBSERVE THE TRAFFIC CONTROL IN USE AND TO MAKE ANY CHANGES DEEMED NECESSARY BY FIELD CONDITIONS. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND WILL BE DONE SOLELYAT THE CONTRACTORS EXPENSE. 6. ORANGE COLORED ENGINEERING GRADE REFLECTIVE OR BRIGHTER SHEETING SHALL BE USED AS THE BACKGROUND FOR ALL CONSTRUCTION MAINTENANCE WORK ZONE AND WARNING SIGNS USED WITHIN THE WORKSITE TRAFFIC CONTROL AREA. IF NOT SPECIFIED BY THE STANDARDS LISTED IN NOTE 1 ON THIS PLAN. 7. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING THE COMPLETION OF THE CONSTRUCTION PHASE. THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AS OPERATIONS REVERT BACK TO THE DEVICES' INTENDED USE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ACCESS TO ALL PUBLIC AND PRIVATE DRIVEWAYS IN THE CONSTRUCTION AREA NOT RELATED TO THE SPECIFIC PROJECT. CONTRACTOR IS TO NOTIFY NEIGHBORING BUSINESSES 72-HOURS IN ADVANCE OF CONSTRUCTION. 9. ALL NECESSARY ENCROACHMENTS PERMITS SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. ALL CONFLICTING SIGNS SHALL BE COVERED. 11. THE CONTRACTOR SHALL REMOVE ANY EXCESS AND/OR CONFLICTING STRIPING AND PAVEMENT MARKERS AS NECESSARY. 12. THE CONTRACTOR SHALL PLATE OPEN TRENCHES AT THE END OF EACH WORK DAY PER CALTRANS STEEL PLATE BRIDGING UTILITY PROVISIONS TR-0157. POTHOLING JEFFERSON STREET AND AVENUE 52 GRANITE CONSTRUCTION GRAIIITE TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. JEFFERSON ST (50 MPH) I I I I I I I I I THIS TRAFFIC CONTROL PLAN ADDED TO PERMIT ON 5-18-2022 I I I I I I I I I I I I I I I I I I I I I I I I I R G20-2 K G20-2 LANE BIKE 81NE LW ROAD LOSE D 6 a nNenoNe O R9-3A LANE THE CLQSEO 0.o5ED WORK dyy O CLOSED oA EAO AHEAD R9- B(R) C30 CA) SHOULDER BIKE SC11 BIKE) W11-1 16-1 W20-5 BIKE) W20-SIR) W 0-1 f TAPER MAX TAPER MAX 200' 25' 200' 25' 3 0' 350' —~-------------------------- e- 1 A 52NDAVE �� 12' MIN. a . . 52NDAVE (50 MPH) 12' MIN. (50 MPH) 71 ........ i 350' 3 0' MAX BIKE MAX SHOULDER STOP 25' TAPER 25' TAPER 200' 200' BIKE WORK BicxnnNE IIQ:I.w s LANE LANE AHEAD, gHrgp OL � 1liE CLOSED LOSE � W20-1 W20-5(R) W20-5(BIKE) W11-11W16-1 SC11(BIKE) G� C30(CA) � I]I II /// MPH) 5WAY R9-3B(L) aoaowoaK G20-2 JEFFERSON ST (50 MPH) GRAPHIC SCALE 60 0 30 60 120 [ IN FEET] 1 INCH = 60 FEET y CITY Call before ou Ogg DRAWN BY: SEAL PROJECT NAME: CITY OF LA QUINTA NO. DESCRIPTION OF REVISION DATE APPROVED ;�,,- „p ° CRAIG JARED " POTHOLING JEFFERSON STREET AND DEPARTMENT OF PUBLIC WORKS Call Plus ROBB AVENUE 52 RECOMMENDED BY: 0 - - DESIGNED BY: �o- g-� CRAIG JARED PRIME CONTRACTOR: SHEET ENGINEER, TRAFFIC DIVISION DATE APPROVED BY: IP Ir� PITTS ROBB GRANITE CONSTRUCTION GRArlITE J� CHECKED BY: n PHONE: DATE: ZOF PERMIT ENGINEER DATE .R JARED ROBB (909) 223-1898 CRAIG PITTS (951) 379-2425 CRAIG JARED SIGNATURE DATE 391-6346 OS/O6/2022 DRAWING NO TRAFFIC DIVISION DATE OPERATIONS SUPPORT DIVISION 1-600-227-2600 patriottdinc@gmail.com patriottdinc@gmail.com PITTS ROBB MAY 06 2022 0190UNTM =. REVISED 22- 087_-1_ TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. JEFFERSON ST (50 MPH) I I I I I I I I I I I RDAo Ew THIS TRAFFIC CONTROL PLAN ADDED HOED ROAD -2 G2o-z TO PERMIT ON 5-18-2022 W20-1 I I 350' I I I I I I I I I I I I I I pp I 0 Roao"w°owc � R� LANE � WORK G2 -2 R9j3B(R) C30 CA) W1- (R) W 0-1 SHOULDER SHIFT TAPER MAX TAPER MAX 300' 25' 200' 25' 350' 350' -~-------------------------- i 52NDAVE 12' MIN. a 52NDAVE (50 MPH) (50 MPH) ....................................... i 350' STOP ROAD WORK AHEAD ROAD R9-3A GRAYTHORN WAY W20-1 LUOSED I]I II /// (25 MPH) R11-2 \\ R9-3B(L) WD ICI 'CONTRACTOR TO AID PEDESTRIANS R9-3A THROUGH CROSSWALK WHILE CONSTRUCTION IS ACTIVE R9-3B(L) I I I I I I I I I I I 350' I I I I I I I I ROAD I I (� WORK RoaowoRK G20-2 JEFFERSON ST (50 MPH) VY0-1 GRAPHIC SCALE 60 0 30 60 120 [ IN FEET] 1 INCH = 60 FEET CITY Call before you Ogg DRAWN BY: SEAL PROJECT NAME: CITY OF LA QUINTA NO. DESCRIPTION OF REVISION DATE APPROVED C;,�,,-„aam;„p ^ CRAIG JARED " POTHOLING JEFFERSON STREET AND DEPARTMENT OF PUBLIC WORKS Call Plus ROBB AVENUE 52 RECOMMENDED BY: a - - DESIGNED BY: �o- CRAIG JARED ��° PRIME CONTRACTOR: SHEET ENGINEER, TRAFFIC DIVISION DATE APPROVEDBY: � � PITTS ROBB civ� GRANITE CONSTRUCTION GRArlITE CHECKED BY: n PHONE: DATE:OF PERMIT ENGINEER DATE oR JARED ROBB (909) 223-1898 CRAIG PITTS (951) 379-2425 CRAIG JARED SIGNATURE DATE (7D606 6 OS/O6/2022 DRAWING NO TRAFFIC DIVISION DATE OPERATIONS SUPPORT DIVISION 1-600-227-2600 patriottdinc@gmail.com patriottdinc@gmail.com PITTS ARE MAY 0R2022 DAT p�90UNTM ;09 80 REVISED 22- 087_1 TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. 52ND AVE (50 MPH) .FFIC CONTROL PLAN ADDED IT ON 5-18-2022 52NDAVE (50 MPH) V O HEAD WORK AHEAD �W1- ( R) W 0-1 ADN '20 -2 M AX 3so 2s MATCH LINE D1ZMIN. A 0 >m 4 4 r Z-------------------------- ----------------------------------------------------- - --- m JEFFERSON ST (50 MMTIP,I H) G20-2 1 \I CITY OF LA Q U I N TA NO. DESCRIPTION OF REVISION DATE CITY C.be f.— y.. Dg, DRAWN BY: SEAL PROJECT NAME: l,l APPROVED ���` .CRAIG JARED . POTHOLING JEFFERSON STREET AND GRAPHIC SCALE DEPARTMENT OF PUBLIC WORKS Call PITTS ROBB AVENUE 52 60 0 30 60 120 RECOMMENDED BY: C�oo - - DESIGNED BY:g-� CRAIG JARED PRIME CONTRACTOR: HEETENGINEERJRAFFIC DIVISION DATE APPROVED BY: s4i�Dl PITTS ROBB civ� GRANITE CONSTRUCTION GRArlITE I IN FEET] o CHECKED BY: n PHONE: DATE' -4-OF 1 INCH =60 FEET o�o.,�r �.���.��� . --- oR JARED ROBB (909) 223-1898 CRAIG PITTS (951) 379-2425 caner inaan SIGNATURE DATE �60�,,, nNIW12022 DRAWING NO TEMPORARY TRAFFIC CONTROL PLAN JEFFERSON ST -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. (50 MPH) c9 4 i i I I I I I I ROAD AHEEAD R G20-2 K I I G20-2 W20-1 THIS TRAFFIC CONTROL PLAN ADDED 350TO PERMIT ON 5-18-2022 I I I I I I I I d 4 ROAD WORK HEAD ROADWORK W 0-1 G20-2 Q 350' 52NDAVE--~-------------------------- G (50 MPH) 52NDAVE y \ (50 MPH) ------------- ....................................... i 350' • i STOP ROAD ROPD WORK RK HEEAD LANE G20-2 W20-1 LOSE 11\ III II III GRA(25 MPH)WAY C30(CA) \\\ IV R4-7 I 50' I I I I I I I I I I ROAD ROAONwoRK I I WORK G20-2 EAD I I W20-1 I I I I I I I I I I I I JEFFERSON ST (50 MPH) 1 \I CITY Call O F LA Q U I N TA NO. DESCRIPTION OF REVISION DATE CITY Cell baf.— yo„ Ogg DRAWN BY: SEAL PROJECT NAME: l,l APPROVED ��`-"'"CRAIG JARED . POTHOLING JEFFERSON STREET AND GRAPHIC SCALE DEPARTMENT OF PUBLIC WORKS PITTS ROBB AVENUE 52 60 0 30 60 120 RECOMMENDED BY: O - - DESIGNED BY: �o- g-� CRAIG JARED PRIME CONTRACTOR: SHEET Z11 r� ENGINEER, TRAFFIC DIVISION DATE APPROVED BY: � � PITTS ROBB ci v� GRANITE CONSTRUCTION GRArlITE I IN FEET] J� CHECKED BY: n PHONE: DATE: OF 1 INCH=60 FEET PERMIT ENGINEER DATE •R JARED ROBB (909) 223-1898 CRAIG PITTS (951) 379-2425 CRAIG JARED SIGNATURE DATE 391-6345 OS/O6/2022 DRAWING NO TRAFFIC DIVISION DATE OPERATIONS SUPPORT DIVISION 1-600-227-2600 patriottdinc@gmail.com patriottdinc@gmail.com PITTS ROBB MAY 06 2022 0190UNTM =0 REVISED 22- 087_-1_ California MUTCD 2014 Edition (FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) Od3HV N!l OM or OV08 W20-1 A G20-2 MUM OdOU ON3 T (optional) 10ft MIN Typical Application 6 END j ROAD WORK G20-2 �_� (optional) Note. See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle Truck -mounted attenuator (optional) Bufferspace (optional) 1/L 3 L A W20-1 ROAD i VAHEAD ` Page1150 Chapter 6H — Typical Applications Part 6 — Temporary Traffic Control November 7, 2014 California MUTCD 2014 Edition (FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table 6H-1(CA). Index to Typical Applications Page1135 Typical Application Description F—Typical Application Number Work affecting Pedestrian and Bicycle Facilities see Section 6G.05 Shoulder Closure on Urban Low Speed) Locations to Accommodate Bicyclists TA- 101 CA Lane Closure on Freeway, Expressway, Rural and Urban (High Speed) Locations to Accommodate Bicyclists TA-102(CA) Detour for Bike Lane on Roads with Closure of One Travel Direction TA-103 CA Right Lane and Bike Lane Closure on Far Side of Intersection TA-104 CA Work Within the Traveled Way of a Two -Lane Highway see Section 6G.10 Lane Shift on Road with Low Traffic Volumes TA-105 CA Table 6H-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic ® Truck -mounted attenuator Illllr� Flagger Type 3 barricade High-level warning device - (Flag tree) Warning light 0 Longitudinal channelizing device Work space 4111110--0 Luminaire Pavement markings that should be for long-term o Work vehicle removed a project Chapter 6H — Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control California MUTCD 2014 Edition Page 1136 (FHWA's WTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table 6H-3. Recommended Advance Warning Sign rrwnrSpacing Road Type Distance Between Signs" A B C Urban fle++epeed}- 25 mph or less— 100 feet 100 feet 100 feet Urban - more than 25 mph to 40 mph— 250 feet 250 feet 250 feet Urban �lhijO opsed) I- more than 40 mph— 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway r Freeway 1,000 feet 1,500 feet 2.640 feet The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TiC zone.) Posted speed limit, off-peak 85th-percent ile speed prior to work starting, or other anticipated operating speed in mph. Table 61-1-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet W 52 40 mph or less L = 80 45 mph or more L = WS Where: L = taper length in feet W = width of offset in feet S = posted Speed limit, or oft -peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph Chapter 6H — Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control California MUTCD 2014 Edition Page 1149 (FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Notes for Figure 6H-6—Typical Application 6 Shoulder Work with Minor Encroachment Guidance: 1. All lanes should be a minimum of 10 feet in width as measured to the near face of the channelizing devices. 2. The treatment shown should be used on a minor road having low speeds. For higher -speed traffic conditions, a lane closure should be used. Option: 3. For short-term use on low -volume, low -speed roadways with vehicular traffic that does not include longer and wider heavy commercial vehicles, a minimum lane width of 9 feet may be used. 4. Where the opposite shoulder is suitable for carrying vehicular traffic and of adequate width, lanes may be shifted by use of closely -spaced channelizing devices, provided that the minimum lane width of 10 feet is maintained. 5. Additional advance warning may be appropriate, such as a ROAD NARROWS sign. 6. Temporary traffic barriers may be used along the work space. 7. The shadow vehicle may be omitted if a taper and channelizing devices are used. 8. A truck -mounted attenuator may be used on the shadow vehicle. 9. For short -duration work, the taper and channelizing devices may be omitted if a shadow vehicle with activated high -intensity rotating, flashing, oscillating, or strobe lights is used. 10. Vehicle hazard warning signals may be used to supplement high -intensity rotating, flashing, oscillating, or strobe lights. Standard: 11. Vehicle -mounted signs shall be mounted in a manner such that they are not obscured by equipment or supplies. Sign legends on vehicle -mounted signs shall be covered or turned from view when work is not in progress. 12. Shadow and work vehicles shall display high -intensity rotating, flashing, oscillating, or strobe lights. 13. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity rotating, flashing, oscillating, or strobe lights. Guidance: 14. All advance warning signs should be placed so that the path of travel for bicycles is not blocked, while maintaining visibility for road users. 15. When existing accommodations for bicycle travel are disrupted or closed in a long-term duration project (see Section 6G.02) and the roadway width is inadequate for allowing bicyclists and motor vehicles to travel side by side, the Bicycle Warning (W11-1) sign and the SHARE THE ROAD (W16-1 P) plaque should be used to advise motorists of the presence of bicyclists in the travel way lanes. 16. Except for short durations and mobile operations, when a highway shoulder is occupied and bicyclists would be sharing a lane with vehicular traffic, as a result of the TTC zone, speed reduction countermeasures should be used to reduce traffic speeds in the TTC zone. Refer to Sections 6C.01 and 6D.03. 17. Except for short durations and mobile operations, when a highway shoulder is occupied and bicyclists would be sharing a lane with vehicular traffic, as a result of the TTC zone, before narrowing the outside lane other measures such as widening the outside shoulder to allow bicyclists and motor vehicles to travel side by side through the TTC zone should be considered. 18. If traffic volumes make it feasible, the two left lanes should be merged into one lane to avoid using the shoulder as a traveled way lane and allowing continued use for emergency purposes and bicycle travel. 19. When existing accommodations for bicycle travel are disrupted or closed in a long-term duration project (see Section 6G.02) and the roadway width is inadequate for allowing bicyclists and motor vehicles to travel side by side, a separate path should be considered for bicyclists. Chapter 6H — Typical Applications November 7, 2014 Part 6 — Temporary Traffic Control City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2022-0042 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/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 (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of Backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (3") 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. ENC2022-0042 Talus/ Install Dry Utilities and Boring /Parcel No. 37207; SilverRock Way, Ahmanson Ln, Jefferson St, and Ave 52 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. 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. 4. 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. 5. SilverRock Phase I LLC and/or Granite Construction Company (Curtis Elliott), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 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 (ie 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 Traffic Signal Maintenance Department at (760) 777-7070 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 6 PERMIT NO. ENC2022-0042 Talus/ Install Dry Utilities and Boring /Parcel No. 37207; SilverRock Way, Ahmanson Ln, Jefferson St, and Ave 52 9. Work shown on Sheet 4 of the traffic control plan at the roundabout at Jefferson St and Ave 52 will require to be completed at night. The permittee shall submit to Public Works a request letter with date and time of the night work to obtain City Manager approval. Night work may be halted if the city receives complaints about the work. 10. The permittee is required to provide informative message boards (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes The message board shall be provided for the commuters 72 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 11. 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. 12. 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. 13. 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. 14. 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 15. Any land on which Williamson Act contracts apply shall remain undisturbed. 16. 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. Special Conditions Page 2 of 6 PERMIT NO. ENC2022-0042 Talus/ Install Dry Utilities and Boring /Parcel No. 37207; SilverRock Way, Ahmanson Ln, Jefferson St, and Ave 52 17. 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. 18. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Pennittee'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. 19. 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. 20. 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. 21. 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. 22. The permittee is responsible for obtaining a valid separate permit from other agency such as Coachella Valley Water District, ...etc, if any of the work or traffic control devices extend into other agencies' right of way. Special Conditions Page 3 of 6 PERMIT NO. ENC2022-0042 Talus/ Install Dry Utilities and Boring /Parcel No. 37207; SilverRock Way, Ahmanson Ln, Jefferson St, and Ave 52 23. 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: b. General Liability Insurance Company and Policy Number c. City Business License d. Contractors State License Number 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. 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. 26. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 27. 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. 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. Special Conditions Page 4 of 6 PERMIT NO. ENC2022-0042 Talus/ Install Dry Utilities and Boring /Parcel No. 37207; SilverRock Way, Ahmanson Ln, Jefferson St, and Ave 52 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. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 5 of 6 PERMIT NO. ENC2022-0042 Talus/ Install Dry Utilities and Boring /Parcel No. 37207; SilverRock Way, Ahmanson Ln, Jefferson St, and Ave 52 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. 32. 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. 33. 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. 34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 35. 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. 36. 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 6 of 6 A R�� CERTIFICATE OF LIABILITY INSURANCE 04/18/20 2 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 LIC #OC36861 1-415-403-1491 CONTACT Kimberly Leikam Alliant Insurance Services, Inc. PHONE FAX IC, No Ext: 415-403-1491 A/C No: 415-874-4818 E-MAIL kleikam@alliant.com ADDRESS: 100 Pine Street, llth Floor INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:VALLEY FORGE INS CO 20508 San Francisco, CA 94111 INSURED INSURERB:CONTINENTAL CAS CO 20443 Granite Construction Company INSURER CTRANSPORTATION INS CO 20494 INSURERD:STEADFAST INS CO 26387 585 West Beach Street INSURER E: WESTCHESTER FIRE INS CO 21121 INSURERF: Watsonville, CA 95076 COVERAGES CERTIFICATE NUMBER: 65144356 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 POLICYNUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY X X GL2074978689 10/01/20 10/01/23 EACH OCCURRENCE $ 2,000,000 CLAIMS -MADE � OCCUR DAMAGE TO ence)$ PREMISES(Ea oNTEcur 2,000,000 X MED EXP (Anyone person) $ Nil Contractual Liability X XCU Hazards PERSONAL & ADV INJURY $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10,000,000 POLICY PRO- X❑ LOC JECT PRODUCTS - COMP/OPAGG $ 2,000,000 $ OTHER: A AUTOMOBILE LIABILITY X X BUA2074978692 10/01/20 10/01/23 COMBINEDSINGLELIMIT Ea accident $ 2,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY X $ Contractua B X UMBRELLA LIAB X OCCUR X X CUE2068209453 10/01/21 10/01/22 EACH OCCURRENCE $ 8,000,000 X AGGREGATE $ 8,000,000 EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ C C A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRIETOR/PARTNER/EXECUTIVE IN I OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N/A X X X WC274978658 (NY) WC274978661 (MT,WI,HI) WC274978644 (AOS/Sto Ga p 10/01/21 10/01/21 10/O1/21 10/01/22 10/01/22 10/O1/22 H X STATUTE ER E.L. EACH ACCIDENT $ 2,000,000 E.L. DISEASE -EA EMPLOYEE $ 2,000,000 A e under If ESCRIPTIONOFO DESCRIPTION OF OPERATIONS below X WC274978630 (CA) 10/01/21 10/01/22 E.L. DISEASE - POLICY LIMIT $ 2,000,000 E Excess Liability G22009126017 10/01/21 10/01/22 Each Occ./ Agg. 5,000,000 D Pollution Liability E00508792217 10/01/21 10/01/22 Limit 5,000,000 D Professional Liability E00508792217 10/01/21 10/01/22 Each Claim/ Agg. 5,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Job #TBD / Talus at SilverRock Dry Utilities **SEE FOLLOWING PAGE FOR COMPLETE ADDITIONAL INSURED WORDING** GL Per ISO Form CG0001 10/01; AL Per ISO Form CA0001 10/13 CERTIFICATE HOLDER CANCELLATION 2250 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SilverRock Phase I, LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN c/o The Robert Green Company ACCORDANCE WITH THE POLICY PROVISIONS. 343 4 th Ave. AUTHORIZED REPRESENTATIVE San Diego, CA 92101� USA ACORD 25 (2016/03) schultzv 65144356 ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DATE SUPPLEMENT TO CERTIFICATE OF INSURANCE 04/18/2022 NAME OF INSURED: Granite Construction Company ADDITIONAL INSURED: Except with regard to Professional Liability, and Workers' Compensation and Employer's Liability insurance: The Owner; The Robert Green Company; SilverRock Development Company, LLC; Robert Green Realty, Inc.; Montage Hotels a Resorts, LLC; and their respective members, trustees, partners, officers, directors, shareholder, employees, agen and representatives, consultants, Owners' lenders (TBD) or parties having interest in the Project (to be subsequently named), the City of La Quinta and Coachella Valley Water District are included as Additional Insured where required by written & executed contract and per the attached endorsements. Coverage is primary and non-contributory and waivers of subrogation apply. Umbrella coverage follows form over underlying Liability coverages and forms. Thirty (30) days Notice of Cancellation or material change in coverage and ten (10) days Notice of Cancellation f non-payment of premium provided The named insured reserves its rights to provide any additional coverages under the policies above to only those expressly negotiated for by contract. SUPP (10/00) CNA G-140331-D (Ed. 01/13) BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS — WITH PRODUCTS -COMPLETED OPERATIONS COVERAGE It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows: SCHEDULE (OPTIONAL) Name of Additional Insured Persons Or Organizations (As required by "written contract" per Paragraph A. below.) Locations of Covered Operations (As per the "written contract," provided the location is within the "coverage territory" of this Coverage Part.) A. Section II - Who Is An Insured is amended to include as an additional insured: 1. Any person or organization whom you are required by "written contract" to add as an additional insured on this Coverage Part; and 2. The particular person or organization, if any, scheduled above. B. The insurance provided to the additional insured is limited as follows: 1. The person or organization is an additional insured only with respect to liability for "bodily injury," "property damage," or "personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your ongoing operations specified in the "written contract"; or b. "Your work" that is specified in the "written contract" but only for "bodily injury" or "property damage" included in the "products -completed operations hazard," and only if: (1) The "written contract" requires you to provide the additional insured such coverage; and (2) This Coverage Part provides such coverage. 2. If the "written contract" specifically requires you to provide additional insurance coverage via the 10/01 edition of CG2010 (aka CG 20 10 10 01), or via the 10/01 edition of CG2037 (aka CG 20 37 10 01), or via the 11 /85 edition of CG2010 (aka CG 20 10 11 85), then in paragraph B.1. above, the words 'caused in whole or in part by' are replaced by the words 'arising out of'. 3. We will not provide the additional insured any broader coverage or any higher limit of insurance than: a. The maximum permitted by law; b. That required by the "written contract"; c. That described in B.1. above; or d. That afforded to you under this policy, whichever is less. 4. Notwithstanding anything to the contrary in Condition 4. Other Insurance (Section IV), this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or G-140331-D (Ed.01/13) Page 1 of 2 POLICY #: GL2074978689 EFFECTIVE: 10/01 /2020 Copyright, CNA All Rights Reserved. CNA G-140331-D (Ed. 01/13) any other basis. But if required by the "written contract' to be primary and non-contributory, this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. 5. The insurance provided to the additional insured does not apply to "bodily injury," "property damage," or "personal and advertising injury" arising out of: a. The rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: (1) The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities; or b. Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this Coverage Part. C. SECTION IV— COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement will as soon as practicable: (1) Give us written notice of an 'occurrence" or an offense which may result in a claim or "suit' under this insurance, and of any claim or "suit' that does result; (2) Except as provided in Paragraph B.4. of this endorsement, agree to make available any other insurance the additional insured has for a loss we cover under this Coverage Part; (3) Send us copies of all legal papers received, and otherwise cooperate with us in the investigation, defense, or settlement of the claim or "suit'; and (4) Tender the defense and indemnity of any claim or "suit' to any other insurer or self insurer whose policy or program applies to a loss we cover under this Coverage Part. But if the "written contract' requires this insurance to be primary and non-contributory, this provision (4) does not apply to insurance on which the additional insured is a Named Insured. We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or "suit." D. Only for the purpose of the insurance provided by this endorsement, SECTION V —DEFINITIONS is amended to add the following definition: "Written contract" means a written contract or written agreement that requires you to make a person or organization an additional insured on this Coverage Part, provided the contract or agreement: 1. Is currently in effect or becomes effective during the term of this policy; and 2. Was executed prior to: a. The "bodily injury" or "property damage"; or b. The offense that caused the "personal and advertising injury," for which the additional insured seeks coverage under this Coverage Part. All other terms and conditions of the Policy remain unchanged. G-140331-D (Ed.01/13) Page 2 of 2 Material used with permission of ISO Properties, Inc. POLICY #: GL2074978689 EFFECTIVE: 10/01 /2020 Copyright, CNA All Rights Reserved. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Waiver of Transfer of Rights of Recovery Against Others to Us This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Form Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, The Transfer Of Rights Of Recovery Against Others To Us Condition is amended by the addition of the following: We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: 1. Your ongoing operations; or 2. "Your work" included in the "products completed operations hazard." However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1. Is in effect or becomes effective during the term of this policy; and 2. Was executed prior to loss. This endorsement is part of your policy and takes effect on the effective date of your policy, unless another effective date is shown below. Must Be Completed ENDT. NO. POLICY NO. 26 GL 2074978689 Complete Only When This Endorsement Is Not Prepared with the Policy Or Is Not to be Effective with the Policy ISSUED TO: EFFECTIVE DATE OF THIS ENDORSEMENT: Granite Construction Incorporated 10/01/20 G-15115-A (Ed. 10/89) POLICY NUMBER: GL2074978689 EFFECTIVE: 10/01 /2020 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CHANGES - NOTICE OF CANCELLATION OR MATERIAL COVERAGE CHANGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART In the event of cancellation or material change that reduces or restricts the insurance afforded by this Coverage Part (other than the reduction of aggregate limits through payment of claims), we agree to mail prior written notice of can- cellation or material change to: SCHEDULE 1. Name: Any person or organization you are required by written contract or agreement to mail prior written notice of cancellation or material change. 2. Address: Per Certificates of Insurance on file with the broker. 3. Number of days advance notice: For non-payment of premium, the greater of: • the number of days required by state statute or • the number of days required by written contract For any other reason, the lesser of: • 60 days or • the number of days required in a written contract G-15115-A Page 1 of 1 (Ed. 10/89) CNA CNA71527XX (Ed. 10/12) ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY It is understood and agreed that this endorsement amends the BUSINESS AUTO COVERAGE FORM as follows: SCHEDULE Name of Additional Insured Persons Or Organizations Any person or organization whom the named insured is required by written contract to add as an additional insured on this policy. 1. In conformance with paragraph A.1.c. of Who Is An Insured of Section II — LIABILITY COVERAGE, the person or organization scheduled above is an insured under this policy. 2. The insurance afforded to the additional insured under this policy will apply on a primary and non-contributory basis if you have committed it to be so in a written contract or written agreement executed prior to the date of the "accident" for which the additional insured seeks coverage under this policy. All other terms and conditions of the Policy remain unchanged. CNA71527XX (10/12) Page 1 of 1 Policy No: Endorsement No: Effective Date: BUA2074978692 10/01 /2020 Insured Name: Granite Construction Incorporated Copyright CNA All Rights Reserved. POLICY NUMBER: BUA2074978692 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Granite Construction Incorporated Endorsement Effective Date: 10/01/2020 SCHEDULE Name(s) Of Person(s) Or Organization(s): Any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. CA 04 44 10 13 Copyright, Insurance Services Office, Inc., 2011 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Notice of Cancellation or Material Change — Designated Person or Organization This endorsement modifies insurance provided under the following: Business Auto Coverage Form In the event of cancellation or material change that reduces or restricts the insurance afforded by this Coverage Part, we agree to mail prior written notice of cancellation or material change to: SCHEDULE 1. Name: Any person or organization you are required by written contract or agreement to mail prior written notice of cancellation or material change 2. Address Per Certificates of Insurance on file with the broker, 3. Number of days advance notice For non-payment of premium, the greater of: • the number of days required by state statute or • the number of days required by written contract For any other reason, the lesser of: • 60 days or • the number of days required in a written contract This endorsement is part of your policy and takes effect on the effective date of your policy, unless another effective date is shown below. Must Be Completed ENDT. NO, POLICY NO 19 BUA 2074978692 Complete Only When This Endorsement Is Not Prepared With the Policy Or Is Not to be Effective with the Policy ISSUED TO: EFFECTIVE DATE OF THIS Granite Construction Company ENDORSEMENT 10/01 /2020 OVA Countersigned by Authorized presenta ive EAIM19BB18 G-39543A WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule WHERE REQUIRED BY AN EXECUTED WRITTEN CONTRACT IN ALL STATES WHERE APPLICABLE. BLANKET WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS — CALIFORNIA This endorsement changes the policy to which it is attached. It is agreed that Part One - Workers' Compensation Insurance G. Recovery From Others and Part Two - Employers' Liability Insurance H. Recovery From Others are amended by adding the following: We will not enforce our right to recover against persons or organizations. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) PREMIUM CHARGE - Refer to the Schedule of Operations The charge will be an amount to which you and we agree that is a percentage of the total standard premium for California exposure. The amount is N/A. All other terms and conditions of the policy remain unchanged. This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective Date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy unless another expiration date is shown below. This endorsement changes the policy to which it is attached effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 10/01 /2021 Insured Granite Construction Incorporated WC 00 03 13 (Ed. 4-84) © 1983 National Council on Compensation Insurance. Policy No. WC274978644 WC274978658 WC274978661 WC274978630 Valley Forge Insurance Co. Transportation Insurance Co. Transportation Insurance Co. Valley Forge Insurance Co. Countersigned by Endorsement No. 000 Premium $ G-20472-A (Ed. 10/93) WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY NOTICE OF CANCELLATION OR MATERIAL CHANGE ENDORSEMENT In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: For non-payment of premium, the greater of: • the number of days required by state statute or • the number of days required by written contract For any other reason, the lesser of: • 60 days or • the number of days required in a written contract 2. Notice will be mailed to: Any person or organization you are required by written contract or agreement to mail prior written notice of cancellation or material change. Address: Per Certificates of Insurance on file with the broker This endorsement changes the polity to which it is attached and is effective on the date issued unless otherwise stated (The information below Is required only when this endorsement is issued subsequent to preparation of the policy ) Endorsement Effective 10-1-21 Policy No,WC274978630 Valley Forge Insurance Company WC274978644 Valley Forge Insurance Company WC274978658 Transportation Insurance Company WC274978661 Transportation Insurance Company WC 99 06 06 G-20472-A Page 1 of 1 (Ed 10/93) Endorsement # 05 Contractor's Protective Professional Indemnity and Liability Insurance — Amendments ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add'I Prem. Return Prem. EOC 5087922-17 10/01/2021 10/01/2022 10/01/2021 52154000 ---------- -------- _- Named Insured and Mailing Address: Producer: GRANITE CONSTRUCTION INCORPORATED ALLIANT INSURANCE SERVICES, INC. P.O. BOX 50085 100 PINE ST FL 11 WATSONVILLE, CA 95077 SAN FRANCISCO, CA 94111-5113 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided by the following: Contractor's Protective Professional Indemnity and Liability Insurance Policy In consideration of the premium charged, it is hereby agreed that the insurance provided under this policy is amended as follows: 1. Section I. INSURING AGREEMENT is amended by adding the additional Coverage Part as follows: COVERAGE PART C — CONTRACTOR'S POLLUTION LIABILITY A. COVERAGE 1. We will pay on behalf of an "Insured" any "Loss" an "Insured" is legally obligated to pay as a result of "Contractor's Pollution Liability Claim(s)" caused by: a. A "Pollution Event(s)" resulting from "Technical Activities" performed by the "Named Insured" or anyone for whom the "Named Insured" is legally responsible; or b. A "Pollution Event" resulting from "Completed Operation(s)" of the "Technical Activities". The "Bodily Injury" or "Property Damage" must occur during the "Policy Period". Progressive, indivisible "Bodily Injury" or "Property Damage" over multiple policy period(s) caused by the same, related or continuous "Pollution Events" shall be deemed to have occurred only in the "Policy Period" of the date of first exposure to the "Pollution Event". If the date of such first exposure is before the effective date of the first "Policy Period" issued to you by us, or can not be determined, but the progressive, indivisible "Bodily Injury" or "Property Damage" continues in fact to exist during the first "Policy Period" issued to you by us, the "Bodily Injury" or "Property Damage" will be deemed to have occurred only on the effective date of such first "Policy Period" to you by us. Notwithstanding the above, this insurance does not apply to "Contractor's Pollution Liability Claim(s)" or Loss(es)" based upon or arising out of any "Contractor's Pollution Liability Claim" or "Loss" covered, in whole or in part, under any valid insurance policy, in force prior to this policy. OR; 2. We will pay on behalf of an "Insured" any "Loss" an "Insured" is legally obligated to pay as a result of "Contractor's Pollution Liability Claim(s)" caused by a "Microbial Event" resulting from either "Technical Activities" performed by the "Named Insured" or anyone for whom the "Named Insured" is legally responsible or from "Completed Operations" of the "Technical Activities" provided that the "Technical Activities" must commence on or after the "Retroactive Date" and before the end of the "Policy Period" and the "Contractor's STF-CPP-135-D CW (11/10) Page 1 of 7 Pollution Liability Claim" is first made against the "Insured" and reported to us during the "Policy Period", the automatic extended reporting period, or the extended reporting period, if applicable. B. DEFENSE We shall have the right and duty to assume the adjustment, defense and settlement of any "Contractor's Pollution Liability Claim" to which this insurance applies. "Contractor's Pollution Liability Claim Expense" reduces the applicable Limits of Liability set out in the Declarations as described in LIMITS OF LIABILITY section. Our duty to adjust, defend and settle all "Contractor's Pollution Liability Claims" to which this endorsement applies, pending and future, ends when the applicable Limits of Liability have been tendered into court or exhausted by payment of "Contractor's Pollution Liability Claim Expense(s)" or "Loss(es)". 2. Section II. DEFINITIONS is amended as follows: Solely with respect to COVERAGE PART C, the following definitions shall apply: A. "Automobile" means a land motor vehicle, trailer or semi -trailer designed for travel on public roads, including any machinery or apparatus attached thereto. B. "Bodily Injury" means physical injury, sickness, disease, death, mental anguish or emotional distress suffered by any person. C. "Claim" means "Contractor's Pollution Liability Claim". D. "Cleanup costs" means the necessary expenses incurred in the investigation, removal, remediation, neutralization or immobilization of contaminated soil, surface water, groundwater, or other contamination resulting from a "Pollution Event" or a "Microbial Event". To the extent that real or personal property not owned by the "Insured(s)" is directly damaged during the investigation, removal, remediation, neutralization or immobilization of contaminated soil, surface water, groundwater, or other contamination resulting from a "Pollution Event" or a "Microbial Event", this policy will pay the expenses necessary to repair, replace, or restore such damaged real or personal property to substantially the same condition it was in prior to being so damaged provided that any such expenses shall, in no event, exceed the fair market value of such property prior to being damaged and further provided that such expenses shall not include expenses associated with improvements or betterments, including, but not limited to upgrades necessary to achieve building code compliance. E. "Contractor's Pollution Liability Claim" or "Contractor's Pollution Liability Claims " means any demand or notice received by an "Insured" alleging liability or responsibility on the part of an "Insured" for "Losses" because of a "Pollution Event" or "Microbial Event" resulting from "Technical Activities" or "Completed Operations of the "Technical Activities." F. "Contractor's Pollution Liability Claim Expense" means "Claim Expense" as defined in this policy. G. "Completed Operation(s)" coverage begins when the job is completed and includes all "Bodily Injury" and "Property Damage(s)" occurring away from the premises owned or rented by the "Insured" and arising out of "Technical Activities" that have been completed or "Technical Activities" that have not been abandoned. "Technical Activities" will be deemed completed at the earliest of the following times: 1. When all the "Technical Activities" called for in the contract have been completed; or 2. When all the "Technical Activities" to be done at one or more sites have been completed if the contract calls for "Technical Activities" at more than one site; or 3. When that part of the "Technical Activities" at any site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. "Technical Activities" that may need service, maintenance, correction, repair or replacement, but which are otherwise complete, will be deemed complete. H. "Hazardous Materials" means any petroleum, petroleum products, polychlorinated biphenyls, explosives, reactive materials, ignitable materials, corrosive materials and any hazardous, toxic, radioactive and infectious materials, substances, chemicals or wastes, together with any other substances designated as hazardous substances or hazardous materials by federal, state or municipal laws, statutes or ordinances, including rules, administrative or judicial orders, directives or policies. STF-CPP-135-D CW (11/10) Page 2 of 7 I. "Hazardous Materials Facility" means any site, location or premises, or any part of any site, location or premises, on which "Hazardous Materials", wastes or pollutants are stored, treated, processed, recycled or disposed other than those sites at which "Technical Activities" are being performed. J. "Insured" has the meaning stated in the policy, and solely as to Coverage Part C shall also include the following: 1. your clients but only: a. when required by written contract executed and effective before the "Technical Activities"; and b. with respect to "Technical Activities" and "Completed Operations(s)" of the "Technical Activities"; and c. for those amounts required by written contract not to exceed the Limits of Liability of this policy; or 2. any other person or entity endorsed on this policy as an "Insured". K. "Loss(es)" means: 1. compensatory damages or legal obligations arising from; a. "Bodily Injury"; b. "Property Damage"; 2. and related "Contractor's Pollution Liability Claim Expense". L. "Microbial Event" means any "Loss" caused directly or indirectly, by: 1. any "Fungus(i)" or "Spore(s)", or 2. any substance, vapor or gas produced by or arising out of any "Fungus(i)" or "Spore(s)". For the purpose of this definition, the following definitions are added: 1. "Fungus(i)" includes, but is not limited to: a. any form or type of mold, mushroom or mildew; b. any other fungal structure; and c. any volatile organic compounds, mycotoxins, allergenic proteins or other substances or gases produced by or arising out of any mold, mushroom, mildew, fungal structure or "Spore(s)". 2. "Spore(s)" means any reproductive body produced by or arising out of any "Fungus(i)". M. "Named Insured" has the meaning stated in the policy at Section II. DEFINITIONS, J. N. "Natural Resource Damage" means physical injury to or destruction of, including the resulting loss of value of land, fish, wildlife, biota, air, water, groundwater, drinking water supplies, and other such resources belonging to, managed by, held in trust by, appertaining to, or otherwise controlled by the United States (including the resources of the fishery conservation zone established by the Magnuson -Stevens Fishery Conservation and Management Act (16 U.S.C. 1801 et. seq.)), any state or local government, any foreign government, any Native American tribe or, if such resources are subject to a trust restriction on alienation, any member of a Native American tribe. O. "Policy Period" means the period set forth in the Declaration, or any shorter period arising as a result of termination of the policy. P. "Pollution Event" means the discharge, dispersal, release, or escape of any solid, liquid, gaseous or thermal irritant, contaminant or pollutant including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Q. "Property Damage" has the meaning stated in the policy and solely as to Coverage Part C shall also include the following; 1. "Cleanup Costs"; and 2. "Natural Resource Damage". R. "Retroactive Date" means the date set forth in the Declarations or attached Endorsement, and the earliest date a "Technical Activity" can commence for coverage to be provided under the claims made portion of this policy. S. "Technical Activities" means construction work and other non-professional services. STF-CPP-135-D CW (11/10) Page 3 of 7 Endorsement # 21 Coverage Part C - Primary When Required by Written Contract 0 ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add'] Prem. Return Prem. EOC 5087922-17 10/01/2021 10/01/2022 10/01/2021 52154000 ---------- ---------- Named Insured and Mailing Address: GRANITE CONSTRUCTION INCORPORATED P.O. BOX 50085 WATSONVILLE, CA 95077 Producer: ALLIANT INSURANCE SERVICES INC. 100 PINE ST, FL 11 SAN FRANCISCO, CA 94111-5113 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided by the following: Contractor's Protective Professional Indemnity and Liability Insurance Policy In consideration of the premium charged, it is hereby understood and agreed Section VII. CONDITIONS, Item J. OTHER INSURANCE is amended by adding the following: 4. Soley as respects Coverage Part C, Contractor's Pollution Liability and only when required by written contract, this insurance shall apply as primary/non-contributory. All other terms and conditions remain unchanged. STF-CPP-140-A CW (01/10) Page 1 of 1 Endorsement # 09 Amendment To Waiver Of Subrogation Clients and 0 Others Where Required By Contract Z U RIC H Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add'I Prem. Return Prem. EOC 5087922-17 10/01/2021 10/01/2022 10/01/2021 52154000 ------- -_ Named Insured and Mailing Address: Producer: GRANITE CONSTRUCTION INCORPORATED ALLIANT INSURANCE SERVICES, INC. P.O. BOX 50085 100 PINE ST FL 11 WATSONVILLE, CA 95077 SAN FRANCISCO, CA 94111-5113 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Contractor's Protective Professional Indemnity and Liability Insurance Policy In consideration of the premium charged, it is hereby understood and agreed that Section VII. CONDITIONS, paragraph N. is deleted and replaced by the following: N. SUBROGATION AND TRANSFER OF RIGHTS OF RECOVERY If we make any payment under this policy, we shall be subrogated to all your rights against any person or organization, including the right to participate with the "Insured" in the exercise of all the "Insured's" rights of recovery. You shall execute and deliver instruments and papers to us and do whatever else is necessary to secure such rights. With respect to a "Protective Indemnity Claim", this includes a written transfer to us of any assignment(s) of rights obtained under Section V. CLAIM PROVISIONS, B. PROTECTIVE INDEMNITY CLAIM PROVISIONS, paragraph 1.B. if the "Insured" has elected not to pursue same in furtherance of its "Protective Indemnity Claim". An "Insured" shall do nothing to prejudice such rights as described in this paragraph. We shall not exercise any such rights against any persons, firms, or corporations included in the definition of an "Insured" or against any entity other than a "Design Professional" if, prior to a "Claim", a waiver of subrogation was so required and accepted under a specific contractual undertaking by you. Any recovery obtained through subrogation, after expenses incurred in such subrogation are deducted by the party bearing the expense, reimbursement will be made in the following order: 1. First, to any interest who has paid any amount in excess of the Limit of Liability provided under this policy; 2. next, to us; and 3. then to any interest as are entitled to claim the remainder, if any. ALL OTHER TERMS AND CONDITIONS OF THE POLICY SHALL APPLY AND REMAIN UNCHANGED. STF-CPP-144-A CW (04/10) Page 1 of 1 Endorsement # 15 Notification to Others of Cancellation 0 - Electronic Schedule Z U RIC H Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Addl Prem. Return Prem. EOC 5087922-17 10/01/2021 10/01/2022 10/01/2021 52154000 ---------- __-------- Named Insured and Mailing Address: Producer: GRANITE CONSTRUCTION INCORPORATED ALLIANT INSURANCE SERVICES, INC. P.O. BOX 50085 100 PINE ST FL 11 WATSONVILLE, CA 95077 SAN FRANCISCO, CA 94111-5113 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: Contractor's Protective Professional Indemnity and Liability Insurance Policy In consideration of the premium already charged, we agree with you, subject to all terms, exclusions, and conditions of the policy that: A. If we cancel this policy by written notice to the first "Named Insured" for any reason other than nonpayment of premium, we will mail or deliver a copy of such written notice of cancellation: 1. To the name and address corresponding to each person or organization shown in the Schedule provided to us by the first "Named Insured". Such Schedule: a. Must be initially provided to us within 15 days: (1) After the beginning of the policy period shown in the Declarations; or (2) After this endorsement has been added to the policy; b. Must contain the names and addresses of only the persons or organizations requiring notification that this Policy has been cancelled; c. Must be in an electronic format that is acceptable to us; and d. Must be accurate. Such Schedule must be updated and provided to us, by the first "Named Insured", during the policy period. Such updated Schedule must comply with paragraphs b., c., and d. above. 2. At least thirty (30) days prior to the effective date of the cancellation, as advised in our notice to the first Named Insured, or the longer number of days notice if indicated in the Schedule provided to us. B. If we cancel this Policy by written notice to the first "Named Insured" for non-payment of premium, we will mail or deliver a copy of such written notice of cancellation to the name and address corresponding to each person or organization shown in the Schedule provided to us by the first "Named Insured" at least 10 days prior to the effective date of such cancellation. Such schedule shall meet the requirements outlined in item A.1. C. Our notification, as described in Paragraph A. or B. of this endorsement, will be based on the most recent Schedule provided to us by the first "Named Insured" as of the date the notice of cancellation is mailed. D. Proof of mailing will be sufficient proof that we have complied with Paragraph A. or B. of this endorsement. E. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the Schedule provide to us as described in Paragraph A. of this endorsement. All other terms and conditions of this policy remain unchanged. STF-CPP-171-B CW (07/11) Page 1 of 1