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ENC2022-0104owkra G F M ofibe 1)I.M-I I- — ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 12/16/2022 LOCATION OF CONSTRUCTION (Street address or Description): JEFFERSON ST AT HWY 111 PURPOSE OF CONSTRUCTION: RECONSTRUCT INTERSECTION DESCRIPTION OF CONSTRUCTION: CITY OF INDIO PAVEMENT REHAB PROJECT ST2208 DIMENSION OF INSTALLATION OR REMOVAL: SEE APPROVED IMPROVEMENT PLANS AND TRAFFIC CONTROL PLANS APPROXIMATE TIME WHEN WORK WILL BEGIN: 12/11/2022 TIME OF COMPLETION: 2/15/2023 ESTIMATED CONSTRUCTION COST: $899,000.00 (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 OF LA QUINTA LIMITS 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. �Ge-O-O-Cr�'L C3GZJG/2, ATP GENERAL ENGINEERING - HASSAN BITAR Name of Applicant (please print) ATP GENERAL ENGINEERING 4211 PONDEROSA AVENUE STE C SAN DIEGO, CA 92123 Signature of Applicant or Agent (619)530-8541 Business Address Telephone No. 4211 PONDEROSA AVENUE STE C SAN DIEGO, CA 92123 (619)530-8541 Name of Contractor and Job Foreman Business Address 502506 Contractor's License No. AMERICAN ZURICH INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 Telephone No. LIC-770701 City Business License No. GL0987504401 Policy Number PERMIT NO: ENC2022-0104 DATE ISSUED: 12-16-2022 EXPIRATION DATE: 12-16-2023 A BY: y 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. CITY OF INDIO'S STANDARD GENERAL NOTES CITY OF INDIO CITY OF INDIO'S STANDARD STREET IMPROVEMENT NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT PUBLIC WORKS ENGINEERING STANDARDS FOR THE CITY OF INDIO; UNLESS OTHERWISE NOTED ON THE APPROVED PROJECT PLANS, OR AS DIRECTED BY THE CITY ENGINEER. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR DEVELOPER/OWNER FOR A DEVELOPMENT PROJECT) TO OBTAIN FROM THE CITY OF INDIO, AND OTHER GOVERNING AGENCIES, ALL NECESSARY PERMITS PRIOR TO THE BEGINNING OF CONSTRUCTION. 3. THE CONTRACTOR (OR DEVELOPER/OWNER FOR A DEVELOPMENT PROJECT) IS RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS. 4. THE CONTRACTOR MUST NOTIFY THE ENGINEERING DIVISION OF THE CITY OF INDIO'S PUBLIC WORKS DEPARTMENT (760.391.4019) AT LEAST 48 HOURS IN ADVANCE OF BEGINNING ANY NEW PHASE OF WORK. ANY IMPROVEMENTS) INSTALLED WITHOUT INSPECTIONS) BY THE CITY WILL BE SUBJECT TO REMOVAL. 5. THE LOCATIONS OF OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION AND AS OTHERWISE REQUIRED BY LAW. 6. CONTACT PHONE NUMBERS FOR SOME OF THE LOCAL UTILITIES IN INDIO ARE: IMPERIAL IRRIGATION DISTRICT ELECTRIC 760-339-9232 THE GAS COMPANY GAS 909-335-7507 FRONTIER TELEPHONE 760-864-1726 COACHELLA VALLEY WATER DISTRICT SEWER 760-398-2651 SPECTRUM CABLE 855-487-1629 CITY OF INDIO ENGINEERING 760-391-4017 COACHELLA VALLEY WATER DISTRICT WATER 760-398-2651 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, PROTECTION AND/OR RELOCATION OF ALL REGULATORY, WARNING, AND GUIDE SIGNS; AND FOR THE REMOVAL, REPLACEMENT, AND PROTECTION OF ANY PAVEMENT STRIPING, AND/OR PAVEMENT LEGENDS/MARKINGS. THE CONTRACTOR IS REQUIRED TO INSTALL NEW STRIPING AND PAVEMENT LEGEND/MARKINGS, AND SIGNING (INCLUDING STREET NAME SIGNS FOR ALL NEW STREETS OR AS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER). 8. NO WALKWAY, TRAVEL LANE OR STREET CLOSURES ARE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER AND/OR CITY COUNCIL. WORK ZONE TRAFFIC CONTROL SHALL BE PER THE LATEST EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 9. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE CONTRACTOR'S WORK. CLEANING TO BE DONE PER THE SATISFACTION OF THE CITY ENGINEER. 10. IN GENERAL, THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION. IF THIS OCCURS DURING CONSTRUCTION, REPLACEMENT SHALL BE PERFORMED TO THE CITY/COUNTY STANDARDS BY A LICENSED LAND SURVEYOR (OR A LICENSED CIVIL ENGINEER WITH NUMBER BELOW 33,966). 11. THE REGISTERED CIVIL ENGINEER (R.C.E) SIGNING THESE DESIGN PLANS, AND ANY IMPROVEMENT PLAN (INCLUDING GRADING) SHALL BE RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN THROUGHOUT CONSTRUCTION. IN THE EVENT OF DISCREPANCIES DURING CONSTRUCTION , INCLUDING ANY ALTERATIONS OR VARIANCES NEEDED FROM THE APPROVED PLANS (EXCEPT MINOR ADJUSTMENTS IN THE FIELD TO MEET EXISTING CONDITIONS), SHALL BE THE RESPONSIBILITY OF THE R.C.E. TO DETERMINE AN ACCEPTABLE SOLUTION, TO REVISE THE PLANS, AND TO OBTAIN APPROVAL FROM THE CITY ENGINEER. 12. FOR ALL DEVELOPMENT PROJECTS, THE DEVELOPER/OWNER SHALL BE RESPONSIBLE FOR THE ACTIONS OF HIS CONTRACTORS. 13. "AS -BUILT", OR "RECORD" PLANS MUST BE SUBMITTED PRIOR TO ANY RELEASE OF SECURITIES AND/OR ISSUANCE OF A CERTIFICATE OF USE. 14. AT NO TIME SHALL PRIVATE PROPERTY BE USED IN CONJUNCTION WITH THE PROJECT UNLESS PROPERTY -OWNER APPROVAL IS OBTAINED IN WRITING AND GIVEN TO THE CITY. 15. FOR ALL DEVELOPMENT PROJECTS INVOLVING EARTHWORK, A FINAL SOILS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. THIS FINAL SOILS REPORT SHALL SHOW, AT A MINIMUM, THE LOCATION AND RESULTS FOR ALL SOILS TESTS, AND SHALL CONTAIN AN APPROVAL STATEMENT FROM THE SOILS ENGINEER STATING THAT THE SOIL IS SUITABLE FOR ITS INTENDED USE. THIS SOILS REPORT SHALL BE SIGNED BY THE SOILS ENGINEER OF RECORD. 16. ALL IMPROVEMENT PLANS (INCLUDING GRADING) ARE APPROVED FOR A PERIOD OF EIGHTEEN (18) MONTHS FROM THE DATE SIGNED BY THE CITY ENGINEER. AFTER AN 18 MONTH LAPSE OF SIGNIFICANT WORK, THE "ENGINEER OF RECORD" SHALL BE REQUIRED TO SUBMIT AND PROCESS FOR CITY ENGINEER APPROVAL, UPDATED PLANS THAT COMPLY WITH THE MOST CURRENT CITY STANDARDS, PRACTICES, AND POLICIES. 17. CITY INSPECTION OF THE WORK CALLED FOR ON THE PLANS SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR OF THEIR OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. 18. NO TRENCHES SHALL BE LEFT OPEN OVERNIGHT WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. Underground Service Alert Call: TOLL FREE 811 WWW.call81 1.com TWO WORKING DAYS BEFORE YOU DIG SHEET 5 BASIS OF BEARINGS PAVEMENT REHABILITATION PLAN HIGHWAY 111 AND JEFFERSON "THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "P600" AND "TMAP" NAD 83(NSRS2011) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY DIVIDING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999831671. CALCULATIONS ARE MADE AT POINT NUMBER 1 WITH COORDINATES OF: N: 2208632.734, E: 6568897.737, USING AN ELEVATION OF 495.54'. THE CONVERGENCE ANGLE AT POINT NO. 1 IS -00`00'47.05". BENCHMARK DATA NGS #4146 (PID #AH9131) DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) AH9131'IN INDIO, IN THE CENTER OF THE INTERSECTION OF 46 AVENUE AND AVENIDA DEL MAR, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE --ACCESS TO THE DISK IS THROUGH AN 8-INCH METAL PIPE. THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY. ELEVATION = 7.37' (NAVD88). RAISED BY 500' = 507.37' NOTE:500' HAS BEEN ADDED TO ALL ELEVATION. NOTICE TO CONTRACTOR: CITY OF INDIO PROJECT NO. XX Ld Ld ry N Z 0 Cn 0f Ld L.L_ W N 0- SHEET 3&4 UGE all mil LOCATION MAP 00 00 000 100 2011, THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 811) 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. APPROVAL BY THE CITY OF INDIO IS FOR THE AREA WITHIN CITY ROAD RIGHT OF WAY ONLY 6 " G HIGHWAY 111 E CONSTRUCTION NOTES O1 REMOVE AND DISPOSE EXISTING AC PAVEMENT SECTION. O2 CONSTRUCT 11.5" FULL DEPTH AC. O SAWCUT EXISTING PAVEMENT. O4 REMOVE AND REPLACE IN PLACE. O5 PROTECT IN PLACE (ITEM NOTED ON PLAN). O6 ADJUST WATER VALVE TO GRADE. O7 ADJUST SEWER MANHOLE TO GRADE. O8 CONSTRUCT CURB RAMP CASE A PER CITY OF LA QUINTA STD. NO. 250. O9 CONSTRUCT CURB RAMP CASE A PER CITY OF INDIO STD. NO. 136. 10 CONSTRUCT CURB RAMP CASE C PER CITY OF INDIO STD. NO. 136. 11 SAWCUT EXISTING SIDEWALK PCC AT EXPANSION JOINT LINE. 12 REMOVE AND DISPOSE EXISTING CURB AND GUTTER. 13 REMOVE AND DISPOSE EXISTING PCC RAMP. 14 REMOVE AND DISPOSE EXISTING PCC SIDEWALK 15 GRIND EXISTING GUTTER PAN TO MEET CITY OF INDIO STD. NO. 136. 16 GRIND EXISTING PAVEMENT (0.17' AND INSTALL 0.17' AC OVERLAY PER DETAIL ON SHEET 2) 17 ADJUST STORM DRAIN MANHOLE TO GRADE. 18 RECONSTRUCT CONCRETE COLLAR TO GRADE. 1. THE "CITY OF INDIO'S STANDARD GENERAL NOTES" SHALL BE CONSIDERED PART OF THE "CITY OF INDIO'S STANDARD STREET IMPROVEMENT NOTES." 2. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION (AND PAVING). THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYER INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 3. THE FOLLOWING ARE MINIMUM COMPACTION REQUIREMENTS FOR ITEMS CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY: A. TRENCH BACKFILL = 95% B. DIRT FILL = 95% C. TOP 12" OF SUBGRADE UNDER IMPROVEMENTS NOT EXPECTED TO RECEIVE VEHICULAR TRAFFIC (INCLUDING SIDEWALK) _ 90% D. AGGREGATE BASE (NONVEHICULAR AREAS) _ 90% E. TOP 12" OF SUBGRADE OF ALL AREAS THAT MAY RECEIVE VEHICULAR TRAFFIC (INCLUDES ROADWAY, DRIVE APPROACH, CURB AND GUTTER, AND CROSS GUTTER) = 95% F. AGGREGATE BASE (VEHICULAR AREAS) _ 95% G. ASPHALT CONCRETE _ 95% 4. ALL AGGREGATE BASE SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS, SECTION 26, FOR CLASS 2 AGGREGATE BASE (CLASS 2 AB). 5. ALL ASPHALT CONCRETE (AC) SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS, SECTION 39 AND 92. THE AGGREGATE GRADING SHALL CONFORM AS FOLLOWS: A. SURFACE COURSE (UPPER COURSE): TYPE B 1/2-INCH MAXIMUM, MEDIUM. B. BASE COURSE (LOWER COURSE): TYPE B: 3/4-INCH MAXIMUM MEDIUM. PLEASE NOTE WHERE THERE IS ONLY ONE LIFT OF AC, THE AGGREGATE GRADING SHALL BE TYPE B: 1/2-INCH MAXIMUM, MEDIUM. PERFORMANCE GRADED ASPHALT BINDER CONFORMING TO PG 70-10 SHALL BE USED FOR BOTH AGGREGATE GRADING ABOVE. AC MIX DESIGNS SHALL BE SUBMITTED FOR THE CITY ENGINEER'S REVIEW AND APPROVAL AT LEAST 7 DAYS PRIOR TO THE PLANNED PAVING DATE. 6. THE MAXIMUM AC LIFT THICKNESS SHALL BE 3.0 INCHES; HOWEVER, AC THICKNESS OF 5.5" TO 7.5" SHALL BE PLACED IN A MINIMUM OF 3 LIFTS. PROPOSED SURFACE COURSES OTHER THAN 1.5 INCHES (OR .10') THICK SHALL BE APPROVED BY THE CITY ENGINEER BEFORE ANY BASE LIFTS ARE PLACED. 7. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, CONCRETE SURFACES, AND THE A.C. BASE COURSE(S) PRIOR TO PLACING A NEW LIFT OF ASPHALT CONCRETE. IF MULTIPLE AC LIFTS ARE PLACED ON THE SAME DAY AND THE SURFACE REMAINS "CLEAN", THE TACK COAT ON THE EXISTING FRESH AC SURFACE CAN BE WAIVED BY THE CITY ENGINEER, THE TACK COAT SHALL BE APPLIED AT A RATE OF 0.10 GAL/ SQ. YD. 8. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN, OR MATCH, IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING AS NEEDED. 9. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVEMENT INSTALLATION IS COMPLETED. 10. ALL ON -SITE IMPROVEMENTS, INCLUDING EARTHWORK GRADING, SHALL BE COMPLETED (AND/OR REPAIRED AS NEEDED) PRIOR TO PLACING THE SURFACE AC COURSE. 11. TEMPORARY ROADWAY STRIPING SHALL BE INSTALLED ON ALL UNFINISHED ROADWAY SURFACES AS NEEDED, AND AS DIRECTED BY THE CITY ENGINEER. m... . 61111 C/L - CENTERLINE BEG. BEGIN EX. - EXISTING LT LEFT FL - FLOW LINE PR. PROPOSED R/W - RIGHT OF WAY RT RIGHT TC - TOP OF CURB FS FINISH SURFACE GL - GUTTER LIP CONC CONCRETE NTS - NOT TO SCALE CONST CONSTRUCT C&G - CURB & GUTTER GL GUTTER LIP ELEV. ELEVATION LEGEND XX.XX FS - PR. PAVEMENT FS ELEVATION (XX.XX) FS - EX. PAVEMENT FS ELEVATION CONSTRUCT 11.5" FULL DEPTH AC. GRIND AND OVERLAY SHEET INDEX: 1 TITLE SHEET 2 DETAIL SHEET 3-5 PAVEMENT REHABILITATION PLAN Z 0 Z O U L� PLAN CHECKED BY: O Z CONTRACTOR: DRAWN BY DESIGNER'S SEAL DESIGNED BY: APPROVER'S SEAL APPROVED BY: CITY OF INDIO I.P. No. INSPECTOR: ®�� �4 SHEET No. PREPARED FOR O QRpFESSIp ` DATE �o QROFESS� N9l F,NEJAa, Fy R.C.E. No. DATE COMPLETED: y� ��G Fo i EXP. DATE y z W m Z3 No. 68510 11N0110 PROJECT No. m HIGHWAY 111 AND JEFFERSON STREE AS BUILT COMP. DATE: No. C73987 FIRM ADDRESS: ALBERT A. WEBB ASSOCIATES JUAN RAYA, P.E. BY DATE IN sT \p 3788 McCRAY STREET CIV1L CITY ENGINEER take renter stage CONSTRUCTION RECORD ENGINEER R E V I S I O S APP'D DATE SCALE qrs pF c�VI� TITLE SHEET of 5 SHEETS caI_xfoRIVERSIDE, CA 92506 qTF OF CA��F��� RCE No. 68510 CITY FILE No. BENCHMARK: BASIS OF BEARING: SCALE DATE: SITE ADDRESS TELEPHONE: 951-686-1070 1 1 SEC. 28/29, T. 5 S.,R. 7 E., S.B.B. & M. APN. SEE SHEET 5 CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY I DATE ENGINEER BASIS OF BEARING: R E V I S 1 0 N S DRAWN BY PREPARED FOR PROJECT No. APP'D DATE SCALE SCALE DESIGNER'S SEAL I DESIGNED BY: / QROFESSIt) DATE EJAa Fyc R.C.E. No. aJ o m EXP. DATE FIRM ADDRESS: ALBERT A. WEBB ASSOCIATES NO. C73987 3788 McCRAY STREET STgrF CI V L Fp RIVERSIDE, CA 92506 TELEPHONE: 951-686-1070 APPROVER'S SEAL APPROVED BY: QRpFESS/ON c3 No. 68510Lu m JUAN RAYA, P.E. CITY ENGINEER sTgrFoChM- RCE No. 68510 DATE: 1IN0110 take center stage UGE 10"w --- w V J W W i U W W V Z 0 U (./) Z 0 U 0 LL- PLAN CHECKED BY: I- 0 Z I.P. No. SHEET No. =4 HIGHWAY 111 AND JEFFERSON STREE PAVEMENT REHABILITATION PLAN of 5 SHEETS CITY FILE No. SITE ADDRESS SEC. , T. S.,R. E., S.B.B. & M. APN. (54. 6"G CITY OF INDIO 101 w -61 E 1 " = 10' 10 0 10 20 30 LEGEND: CONSTRUCT 11.5" FULL DEPTH AC. GRIND AND OVERLAY L J W W i V W W U SEE SHEET 5 Underground Service Alert R �_ Call: TOLL FREE 811 WWW.call81 1.com TWO WORKING DAYS BEFORE YOU DIG 6"C L J W W V W W V Z 0 U ry Cn Z 0 U 0 L� PLAN CHECKED BY: I- 0 Z CONTRACTOR: DRAWN BY DESIGNER'S SEAL DESIGNED BY: APPROVER'S SEAL APPROVED BY: CITY OF I N D I O I.P. No. INSPECTOR: DRAFT RpFESS�p SHEET No. PREPARED FOR O QRpFESSI ` DATE �Q P N 7 R N �NEJA@p Fy R.C.E. No. <I P '9 F� DATE COMPLETED: y� ��G Fo i EXP. DATE y G W 11N0110 m No. 68510 m HIGHWAY 111 AND JEFFERSON STREET PROJECT No. FIRM ADDRESS: ALBERT A. WEBB ASSOCIATES AS BUILT COMP. DATE: No. C73987 JUAN RAYA, P.E. 5 BY DATE ---- 3788 McCRAY STREET CITY ENGINEER PAVEMENT REHABILITATION PLAN qr a P CONSTRUCTION RECORD ENGINEER R E V I S I O S APP'D DATE SCALE sT FOF ' take center stage of SHEETS INCAL Fc�\p RIVERSIDE, CA 92506 sTgTF OFICA �F�RICE No. 68510 CITY FILE No. BENCHMARK: BASIS OF BEARING: SCALE DATE: SITE ADDRESS TELEPHONE: 951-686-1070 SEC. , T. S.,R. E., S.B.B. & M. APN. JEFFERSON STREET CONSTRUCTION NOTES O5 PROTECT IN PLACE (ITEM NOTED 01 © ADJUST WATER VALVE TO GRADE. O7 ADJUST SEWER MANHOLE TO GRADE 16 GRIND EXISTING PAVEMENT (0.17' A OVERLAY PER DETAIL ON SHEET 2) 17 ADJUST STORM DRAIN MANHOLE TO 18 RECONSTRUCT CONCRETE COLLAR T LEGEND: CONSTRUCT 11.5" FULL GRIND AND OVERLAY Underground Service Alert Call: TOLL FREE 811 WWW.call81 1.com TWO WORKING DAYS BEFORE YOU DIG 187 NOTES ALL VALVES, VAULTS AND MANHOLES TO BE ADJUSTED TO GRADE AS REQUIRED EX 18"W EX 10"W — — DEPTH i 1EDIAN O5 -CT W E W 7 S O 1"=40' U 0 40 80 120 Z 0 U 0 L� PLAN CHECKED BY: Z CONTRACTOR: DRAWN BY DESIGNER'S SEAL DESIGNED BY: APPROVER'S SEAL APPROVED BY: CITY OF I N D I O 1.P. No. INSPECTOR: PREPARED FOR O QRDRAFT pFESS�O ` DATE �Q PRpFESS/p SHEET No. N R Nql R.C.E. No. DATE COMPLETED: y� ��G Fo i EXP. DATE y G5 W m � m No. 68510rri 11N0110HIGHWAY 111 AND JEFFERSON STREE PROJECT No. FIRM ADDRESS: ALBERT A. WEBB ASSOCIATES or AS BUILT COMP. DATE: No. C73987 JUAN RAYA, P.E. take center stage 5 BY DATE ---- 3788 McCRAY STREET CITY ENGINEER PAVEMENT REHABILITATION PLAN of sHEETs INPP' qr a P CONSTRUCTION RECORD ENGINEER R E V I S I O S AD DATE SCALE sT FOF'CAL FRIVERSIDE, CA 92506 c�V 0-\p sTgTF OFICA �F�\ RCE No. 68510 CITY FILE No. BENCHMARK: BASIS OF BEARING: SCALE DATE: SITE ADDRESS TELEPHONE: 951-686-1070 1 1 1 SEC. , T. S.,R. E., S.B.B. & M. APN. L E G F- N �D CUT: —0.25' TO 0.00' FILL: 0.00' TO 0.25' FILL: 0.25' TO 0.50' FILL: 0.50' TO 0.75' FILL: 0.75' TO 1.00' FILL: 1.00' TO 1.25' 2" GRIND & OVERLAY TOTAL AREA: 40,000 SF (11.5" FULL DEPTH AC PAVEMENT) TOTAL AREA: 61,300 SF (2" GRIND & 2" OVERLAY) TOTAL AC: 3,496 TONS (FULL DEPTH PAVEMENT & OVERLAY) Underground Service Alert Call: TOLL FREE „® 811 WWW.call81 1.com TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY I DATE ENGINEER BASIS OF BEARING: R E V I S 1 0 N S DRAWN BY PREPARED FOR PROJECT No. APP'D DATE SCALE SCALE HIGHWAY 111 W N S E 349 625 SF 1 " = 40' 40 0 40 80 120 DESIGN'-rR'S SEAL I DESIGNED BY: DRAFT o QR;_ss,�,�� DATE GIN- J A& Fyc R.C.E. No. EXP. DATE FIRM ADDRESS: ALBERT A. WEBB ASSOCIATES NO. C73987 .f3788 McCRAY STREET OF CAL fpf���� RIVERSIDE, CA 92506 PHONE: 951-686-1070 T s 5 f� r, • v . 1 40 O -'( a ��. 1 • i Wr i pr *+, r 4P W4 •� • PLAN CHECKED BY: APPROVER'S SEAL APPROVED BY: JUAN RAYA, P.E. CITY ENGINEER RCE No. 68510 DATE: El I� 81935 SF --�ft M song CITY OF INDIO HIGHWAY 111 AND JEFFERSON STREE SURFACE COMPARISON SITE ADDRESS SEC. , T. S.,R. E., S.B.B. & M. APN. U z 0 N N z 0 N o U w w z z U 00 0 0 N N LL / w LLI Z Q n I.P. No. z SHEET No. Q 0 cc N N OF 1 SHEETS N CITY FILE No. SIGN LEGEND <*> NARROW LANE LEFT LANE aoseD AHEAD RIGHT LANE aoseD AHEAD OPEN TRENCH LANE CLOSED BIKE LANE CLOSED SHOULDER END CLOSED ROAD WORK END DETOUR DETOUR DEi°UR STOP t N w C9A(CA) C12(CA) C20(CA)L C20(CA)R C27(CA) C30(CA) C30(BK) C30A(CA) G20-2 M4-8A M4-10(R/L) R1-1 R3-1 R3-2 R3-4 ONLY RIGHT LANE MUST TURN RIGHT KEEP KEEP A SIDEWALK SIDEWALK CLOSED AHEAD � SIDEWALK CLOSED ROAD ROAD CLOSED TO LEFT CLOSED CROSS HERE CLOSED DETOUR CROSS HERE THRU TRAFFIC R3-5(R/L) R3-6(R/L) R3-7(R/L) R4-7A R4-8A R4-11 R9-3 R9-9 R9-11(R/L) R9-11a(R/L) RI 1-2 RI 1-4 SC3(CA) W1-4(R/L) W1-6(R/L) BE PREPARED TO STOP 1 1 1 STEEL PLATES AHEAD � SHARE THE ROAD ROAD WORK AHEAD DETOUR AHEAD ROADRIGHT CLOSED ONE LANE AHEAD ROAD AHEAD LEFT LANE CLOSED AHEAD < > RIGHTLANE aoseD AHEAD BIKE LANE aoseD AHEAD SHOULDER SHOULDER CLOSED WORK AHEAD STOP sLo W3-4 W4-2(R/L) W8-24 W11-1 W16-1P W20-1 W20-2 W20-3 W20-4 W20-5(L) W20-5(R) W20-5(BK) W21-5 W21-5b(R/L) Flagger Paddle WATCH - Work Area Traffic Control Handbook / California MUTCD Minimum Recommended Channelizing Device and Sign Spacing LEGEND MINIMUM DISTANCE (FEET) BETWEEN SIGNS AND FROM LAST MINIMUM TAPER LENGTHS (L) (FEET) FOR BUFFER MAX CONE SPACING TRAFFIC CONE / DELINEATOR TS I V SIGNALIZED INTERSECTION APPROACH SPEED (MPH) SIGN TO TAPER 12-FOOT LANE L 1/2L 1/3L LENGTH (FEET) TAPER TANGENT CONFLICT TRAFFIC CONTROL SIGN 25 100 125 63 42 158 25 50 12 TRAFFIC CONTROL BARRICADE FAR -FLASHING ARROW SIGN 30 250 180 90 60 205 30 60 15 35 250 245 123 82 257 35 70 17 APPROXIMATE POTHOLE LOCATION WORK ZONE 40 250 320 160 107 315 40 80 20 45 350 540 270 180 378 45 90 22 FLAGGER B U ` BUS STOP 50 350 600 300 200 446 50 100 25 55 500 660 330 220 520 50 100 25 APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CCNSULTANT TRANSPORTATION ENGINEER 11 /17/2022 UTILITY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 1 O/1 H/22 Gail McMorran DESIGNED BY: &o- President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#:5470-A3 2534 EAST EL NORTE ESCONDIDO. CA 92027 PARKWAY, SUITE C TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 1 OF 23 CELL: (760)419-3738 NOTES: PHASE -1 5 shifts MATCHLINE B-B 9:00 pm to 5:00 am POST FLAGGER(S) TO GUIDE SEE SHEET 10 TRAFFIC AROUND WORK ZONE 0,11 i H EYE CONTACT MUST BE MAINTAINED BETWEEN 1/1 FLAGGERS OR USE 2-WAY COMMUNICATION NOTE: WORK WILL BE COORDINATED NOTE: SET SIGNAL TO FLASHING RED MODE Z ^ WITH BUSINESSES / PROPERTY OWNERS COORDINATE W/ CITY 5 DAYS IN ADVANCE I I O X CL FLAGGER WILL ASSIST WITH BIKE/VEHICLE TRAFFIC PRIOR TO STARTING M z CC a HCL G co O FLAGGER WILL MAINTAIN DRIVEWAY FLAGGER(S) TO ASSIST U Q Q U U U U £ I U LWL � H WY 111 `L. (50 MPH) ACCESS AT ALL TIMES PEDESTRIAN ACTIVITY AS NEEDED \12o o co U U oM M W COORDINATE WITH DRIVEWAY OWNER HIGHWAY 111 U U U U 48 HOURS PRIOR TO START OF WORK BUS STOP 150'±� (50 MPH) C30(CA) RAISED MEDIAN U I U � W W I Z_ w J T- T co U Lu Q UI � I 350' SIGN SPACING APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANT TRANSPORTATION ENGINEER 11 /17/2022 14' min W3-4 700'± 350' SIGN SPACING 14' 14' min I I-- Z= O0- cn:* �Lr) W � LL.� W S MOW_ :�� /'����lww� . • ■ F" i 1 Oil //D (CA) UTruTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 25E4NORTEPARICWAY,SUITE C CA ESCDNOIDOoD,CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 2 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -1 MATCHLINE A -A SEE SHEET 2 EI I I I II II U U Uco co co I I I I 111 I I II H Z ^ OIL H I WNO LLc)L � LL W i � I IUIU U c i oo Mf 1 J. � 5 Shifts 9:00 pm to 5:00 am +I 0 N � N Z U Q (L Z CD Z W C7 Z Q +I O O cD a z F o d Zm i° U) J Z U' W 0 0 -E MATCHLINE E-E �7 I I I I I I z Lu z W IL a �a 0- U) Z CIO Z J Of (n W O � I a �I Iul a � U I MATCHLINE F-F APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CCNSULTANT TRANSPORTATION ENGINEER 11 /17/2022 —M MATCHLINE F-F TT-----r--- v zoo a U BIKE Y Of W J �iu co1 � I I C_ V Z Q I I I I I I I I � I I � i I I I H H Z = O LuLn W u-� U- W I I MATCHLINE G-G SEE SHEET 4 Z w c� z Q +I O a UTILITY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNOIoD, CA 92�27 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 3 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -1 5 Shifts 9:00 pm to 5:00 am APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CCNSLILTANT TRANSPORTATION ENGINEER 11 /17/2022 MATCI SEE I I I I I I k JE G-G :ET 3 II II II I I I I O C . . � I � Lu � � I LU � I I � nn m MATCHLINE H-H I� N Z0-4 O CL N L,^ JJ � LL � LL Lu G20-2 MATCHLINE H-H — I � I I ----- ---- � W — I I I Z Q Q N W N W4-2(R) U W20-5(2R) W20-5(BK) _ o W20-1 U) U-nU-Y SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNOIoD, CA 92�27 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 4 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -1 5 Shifts 9:00 pm to 5:00 am PRIVATE RD W 20-1 G20-2 V HIGHWAY 111 HIGHWAY 111 d �VA (50 MPH) (45 MPH) — 06 06 •,�- .c- .r- .' O R3-4 � .ram �� R3 4 RAISED MEDIAN I U N ZW- UF- J = 14' min 14' min R3-7(R) W 12(1) 14' min 14' min W W U w C30(CA) H HC30(CA) C30(CA) H C9A(CA) C30(CA) ] = = U) — _ _ _ � C30(CA) H C30(CA) H ..��rr F C30(CA) jLrBUSS CC30(30A CA/ Q w �— OP I R3 7(R) 250'± I I I 90' GAP r 310'± SJ�P 3501--A I1000'± I 700'±J I NOTE: COORDINATE WORK SCHEDULE vW20-1 WITH TRANSIT DEPARTMENT AT LEAST 5 G20-2 I 100'Sign DAYS PRIOR TO CLOSURE PRIVATE RD Spacing G20-2 W20-1 COSTCO DR (25 MPH) APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANTTRAIN SPORTATION ENGINEER 11 /17/2022 N ITI UT1LI SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: 'M President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534E NORTEPARICWAY,SUITE C 920 ESCDNOIoD, CAA92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 5 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -1 Y�r ww_ zwl r W 5 Shifts 9:00 pm to 5:00 am HIGHWAY 111 (45 MPH) v) — — W4 22(R) — — I I I I 650'± TANGENT I I C30(CA) H C30(CA) H u% R3-4 MERGING TAPER L=600' 0 HIGHWAY 111 (50 MPH) I RAISED MEDIAN :30(CA) F C30(CA) H I LO Lu 1 Z W W12(1) J 2 = fn I"w Q w 100'± GAP R3-7(R) I 1000'±� I APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CCNSULTANTTRAIN SPORTATION ENGINEER N 11 /17/2022 ITI U'nLITY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/ 18/22 Gail McMorran DESIGNED BY: President EDOARDO CRUZ AIRx JOB#: X221055 THOMAS GRID#:5470-A3 2534 EARTE PARKWAY, SUITE C 52027 ESCDNOIoD, CAA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 6 OF 23 CELL: (760) 419-3738 NOTES: PHASE -1 5 Shifts 9:00 pm to 5:00 am DUNE PALMS RD (45 MPH) W20-1 350' Sign Spacing HIGHWAY 111 BUS STOP (45 MPH) J00 — Z W W 2 � —Ja► awl— _ 14' min R3-7(R) _ W12-1 14' min C30(CA) F'C30(CA) BUS STOP H R3-7(R) 1001± GAP 110, MERGING TAPER I L=600' 650'± TANGENT NOTE: COORDINATE WORK SCHEDULE WITH TRANSIT DEPARTMENT AT LEAST 5 DAYS PRIOR TO CLOSURE APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC GONSULTANTTRAIN SPORTATION ENGINEER 11 /17/2022 n G20-2 It O 350' Sign Spacing 0-2 W 20-1 DUNE PALMS RD (45 MPH) Y CD A W W �— ZW r =U) Lu 14' min I SHOULDER 13 U-nUTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EEL NORTEPARICWAY,SUITE C 920 ESCDNOIoD, CAA92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 7 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -1 5 Shifts 9:00 pm to 5:00 am 0 c� HIGHWAY 111 I (45 MPH) I W LLl W RAISED MEDIAN J 2 — � 2 fn F- LLI a fn CD co Ql N C30(CA)— o � — c� o �r 350' Sign Spacing I I MERGING TAPER I L=600' APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANT TRANSPORTATION ENGINEER N 11/17/2022 ITI U'nLITY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/ 18/22 Gail MCMorran Aix% DESIGNED BY: President EDOARDO CRUZ AIRx JOB#: X221055 THOMAS GRID#:5470-A3 2534EASTELNQRTEPARKWAY,SUITEC ESCONDIDO. CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 8 OF 23 CELL: (760) 419-3738 NOTES: PHASE -1 5 Shifts 9:00 pm to 5:00 am 350' SIGN SPACING �150'± � N W Lu Z W 14' min !I an 350' SIGN SPACING MERGING TAPER L=600' HIGHWAY 111 (50 MPH) PRIVATE RD W 20-1 7 A G20-2 ffl 235'± TANGENT 50'-- 0' 90'± GAP R, C30(BK) R3-7(1?) ~ — W3-4 ~ — CIA(El) �__4C30(CA W4-2(R) — — — 14'min W12-1 — — R3 7(R) — z IJ 2 !• C30(CA) R3-4 Ilr Q � RAISED MEDIAN R3-4 y � BUS STOP HIGHWAY 111 (50 MPH) WI Z_ J = RAISED MEDIAN U APPROVED - CITY OF INDIO MERGING TAPER L=600' W11-1 & W16-1 O C30(BK) I BIKE TAPER I L=200' I W11 1 & W16 1 -----—_ — — — — —— � —I I WR Z W Z_ W W J = 2 C/) U W QW 2U) REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC N CONSULTANT TRANSPORTATION ENGINEER 11 /17/2022 ITI U-11uTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EEL DRTEPARICWAY,SUITE C ESCDNOIoD, CAA9202792027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 9 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -1 350' Sign Spacing � Y � N m N LO u') 131313 RAISED MEDIAN O N HIGHWAY 111 (50 MPH) APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANTTRAIN SPORTATION ENGINEER 11 /17/2022 5 Shifts 9:00 pm to 5:00 am MATS LINE O—O I I I I +1 I CD z I a �I, � I 2 co M I I 1 eu h ^ Z = OCL V) I o LJJ LL LL Lu C I I I II I II Z Q /U uCD I Q U co I I I I I I I B—B MATCHLINE SEE SHEET 2 f BI( M _ _ MATCHLINE P—P SEE SHEET 11 MATCHLINE O—O 11 SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 1 O/ 1 H/22 Gail McMorran ot/RX7:President DESIGNED BY: �51, EDOARDO CRUZ AIRx JOB#: X221055 THOMAS GRID#:5470-A3 IF NORTEPARKWAY, SUITE C ESCDNDIDD, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 10 OF 23 CELL: (760)419-3738 NOTES: PHASE , MATC�NE Q-Q MATCHLINE R-R N E I I SESHEET 12 5 Shifts Q CL 9:00 Pm to 5:00 am III— o H LO III W W C4o a LL 3 0 o 0 100' Sign a m I oil Spacing oM U of w u it II II II I� it I II i II H z -� i t H I I I I O I I Z= O CLo LL LO W LJ W i l � i I I I Q I I I I I I o l l I I I w a.i¢ z z APPROVED - CITY OF INDIO I I I a REVIEWED BY: MARK S. DIERCKS, P.E. N i GREENWOOD TRANSPORTATION ENGINEERS INC i C0NSLILTANT TRANSPORTATION ENGINEER _ _ _ I I I N 11/17/2022 MATCH E P--P MATCHLI Q--Q SEE SHEET 10 lJT1Ll SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail McMorran DESIGNED BY: President EDOARDO CRUZ AIRx J06#: X221055 THOMAS GRID#: 5470-A3 253+3EAST E4NORTEPARKWAY, SUITE C ESCDNoloB, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 11 OF 23 CELL: (760)419-3738 FNOTES: PHASE -1 MATCHLINE S-S —T--------- +I W-- 5 Shifts 9:00 pm to 5:00 am 3 od II W20-1 A G20-2 3 I a q W20-5(BK) I rn U) y W20-5(2R) W M Z W N I I N m I I L I I Lu LO LPL li o W o N Q o (D 250' Sign Spacing NCD O O � I O I L Q fir) u I I I y ? M F F C� O �C h CD (D W y L Lu 250' Sign I I W 0 Spacing , I I.L L0 v j LL 3 Lu I I I P— W I I I H a I Z zo z I I I I O�/� J I I W a L CnLu o Cn +I ONLU I LL p L a APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. I� — — GREENWOOD TRANSPORTATION ENGINEERS INC MATCHLINE R-R. CONSLILTANTTRAIN SPORTATION ENGINEER SEE SHEET 11 11/17/2022 MATCHLINE S- U-nUTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNOIoD, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 12 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 5 Shifts 9:00 pm to 5:00 am 1KFLAGGER(S) TO ASSIST PEDESTRIAN ACTIVITY AS NEEDED tkFLAGGER WILL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES COORDINATE WITH DRIVEWAY OWNER HIGHWAY 111 48 HOURS PRIOR TO START OF WORK (50 MPH) BUS STOP I RAISED MEDIAN r�� 12' min SHOULDER W11-1 & W16-1 APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANTTRAIN SPORTATION ENGINEER 11 /17/2022 635'± NOTE: WORK WILL BE COORDINATED WITH BUSINESSES / PROPERTY OWNERS PRIOR TO STARTING NOTE: SET SIGNAL TO FLASHING RED MODE COORDINATE W/ CITY 5 DAYS IN ADVANCE Maim - iro 12' min R3-5(R) & M4-10(R) E c 0 cM U MATCHLINE Al -Al SEE SHEET 14 14' min I 000'±-� I 14' min HWY 111 p' o (50 MPH) 7 � N M Z E _ 0 7 M IL N Ix LL. � LL � LL Lu I I W W Z_ W J = 2 U) U W W Q U 13 UT1LI SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUIT> c ESCDNOIoD, CA 92�27 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 13 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE - 2 MATCHLINE SEE Al -Al SHEET 13 GMM MATCHLINE El -El MATCHLINE F1-F1 4 row I Shifts I I I I I � � :00 pm to 5:00 am I I w I I I z I dS w I I 1 I r I I I I I Q IN,' I Q + I Z n ��� 3 z� I M _ O� I �~ J� �, N I u Z I Z �..� WLc)o I U O N L � T �L, U- 1 3 � l O LU I I I H LU v A 11= Ln I I � Q IQ U I W E � co i li I I I I I I I I I I w W a a H o (D� I I I I z -j of of Lu W APPROVED CITY OF INDIO Q REVIEWED BY: MARK S. DIERCKS, P.E. M (V GREENWOOD TRANSPORTATION ENGINEERS INC I v 3 J 1 GONSULTANTTRAIN SPORTATION ENGINEER I 11 /17/2022 I l� I � � MATCHLINE F1-F1 N maLi I I — — MA--EG MATCHLINE El -El SEE SHEET 15 UT1UTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail McMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470—A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNOIoD, CA 92�27 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 14 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 5 Shifts 9:00 pm to 5:00 am -. H H Z^ OCL H L 1 Lu Lin LL Lu —11 �41 MATCHL SEE S r II 7 I� I INE SEE II I I II I I I I I II II I II I � t II W4-2(L) I II MATCHLINE H1-H1 MATCHLINE H1-H1 O H fie N 0 O I a-U I Z a- Lu I O U'w Z C- 7 v m W4-2(L) @ L r DETOUR d = Un LL. LO SPCL 1 Lj j W20-5(2L) m U. Q C G20-2 W 20-1 0 LO T NOTE: SEE DETOUR PLAN ON SHEET 23 APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CCNSULTANTTRAIN SPORTATION ENGINEER 11 /17/2022 a U-nU-Y SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNDIDD, CA 92�27 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 15 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 5 Shifts 9:00 pm to 5:00 am w w z = --? 12' min �? U U) C30(CA) H Fw Q w I 12' min I I 390'± I 680'± TANGENT APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANTTRAIN SPORTATION ENGINEER 11/17/2022 PRIVATE RD W 20-1 T 1 G20-2 d� HIGHWAY 111 (45 MPH) OR3-4 �� FC30(CA) —® — W4-2(L) — — — — — — — — — — — 12' min W4-2(L) I ON I 100' Sign Spacing 0-1 G20-2 T W2 COSTCO DR (25 MPH) BUS STOP MERGING TAPER L=550'± (MAX ALLOWED) I I I � R3-4 I c) ILU LLI z LU (� w I I u I G20-2T 1W20-1 PRIVATE RD wI UT1LI SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: 'M President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST ELNORTEPARKWAY, SUITE C ESCDNDIoD, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 16 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 5 Shifts 9:00 pm to 5:00 am HIGHWAY 111 DETOUR (50 MPH) SPCL-1 I �I 00 1 �1--- ww Z_w J = 20 Q(n I -� I SHOULDER I MERGING TAPER L=600' APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CCNSULTANTTRAIN SPORTATION ENGINEER 11 /17/2022 L-1 RAISED MEDIAN HIGHWAY 111 (45 MPH) — — R3-7(L) — — I � cfl J� w w v� z w co J = H C30(CA) U 12' min R3-7(L) W 12(1) — — — — — Q U) �73 — al 100'± GAP 390' 80'± TANGENT U'nLITY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/ 18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL NORTE PARKWAY, SUITE C ESCONDIDO, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 17 OF 23 CELL: (760)419-3738 NOTES: PHASE -2 5 Shifts 9:00 pm to 5:00 am N CD N c� aCL V H H J N O C 3 V o v N 3 350' Sign Spacing DUNE PALMS RD (45 MPH) W20-1 1 G20-2 350' Sign Spacing i r� I iJJi '` 350' Sign Spacing G20-2 T J, W 20-1 DUNE PALMS RD (45 MPH) f) DETOUR SPCL-1 APPROVED - CITY OF INDIO REVIEWED BY: MARK S. 01ERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CO N S LI LTANT TRAN SPORTATI ON ENGINEER 11 /17/2022 Z OCL H W LL.� W IJ MATCHLINE K1-K1 SEE SHEET 19 � I� I I� T T TI I IL I" Q I co to I I +i CD U °' J iy 'NI I C I I e �!. [AN: 1 AiKE TI E_ •E Q U T co co I" 4v a U-nU-Y SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail McMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNOIoD, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 18 OF 23 CELL: (76 0) 419-3738 FNOTES: PHASE -2 MATCHLINE L1-L1 J 71 W IIa o �o � z `i° a W H i Z MATCHLINE K1-K1 SEE SHEET 18 5 Shifts 9:00 pm to 5:00 am N o C) LJJ `N./ 00 100' Sign LA— �: Spacing MATCHLINE M1 _ SEE SHEET 2 i I it I I O W a �o C� o J ui W � I I I I I, I� I�Q U u Io 6 TI T MATCHLINE 77 JL L1- U-nUTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534EAST ELNORTEPARKWAY, SUITE C ESCONDIDO, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 19 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 --='' w w 5 Shifts 0 9:00 Pm to 5:00 am Lu w 2 kTCHLINE II II I I 11 VI 1L111L IVI 1-1 SEE SHEET 19 — 11�- H Z OCL � O W LL W r—— MA z a z 0 F1 0 CM M H Z = OCL H W O LL LL W Lu w a �0 6� _ (� J Lu w N T CHLINE 01-01 ll I I II III DETOUR SPCL-1 I JI H ITV) I I Z= O 011 II II II II II II II I i ,TCHLINE N1 I' I I I ' I l I I I I I II I I II I II I I I I I I 11� -N 1 CL H � W O LL LL W QCV O O N U CL Q Ln JEFFERSON ST W2o-1 T (50 MPH) rn rn W20-5(2L) M I I I I I L o 1250' Sign N 3 Spacing so O G20-2 Ar W C� 1 Z ^ Z N I = Q I DETOUR O ai I SPCL-1 z H `-' 1 I I O V W +1 M I L MATCHLINE 01-01 APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC GO N S U LTANT TRAN SPORTATI ON ENGINEER — 11/17/2022 IW 250' Sign o Spacing 3 O n CL L j M N O CN N 13 UT1UTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail McMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNDIDD, CA 92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 20 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 5 Shifts 9:00 pm to 5:00 am I 1000'± I 1 1` 14' min %w > 30(CA) W C30(CA)-j Z, LLJ = C30(CA) -1 _ U o Li III rn ■ I �1000' 90'± GAP !L ' w 1 R3-7(L) r = C=CA) U .� C30(CA) -JI C30(CA C30(CA) -1 C30(CA) 14' min W11-1 & W16-1 C30(CA) -1 C30(CA) -1 PRIVATE RD W20-1 T LG20-2 �I aiIIIIII 1R3-4 75'± 90'±—] WI 2-1d — C30(CA)-1 — z C30(CA)-i 1 2 U Q BUS STOP I HIGHWAY 111 (50 MPH) APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANTTRAIN SPORTATION ENGINEER 11 /17/2022 W11-1 & W16-1 MERGING TAPER L=600'± R�4 HIGHWAY 111 (50 MPH) W4-2(L O I 340'± TANGENT —� 135'±04 I N w 12' minI— e e C30(CA) C30(CA)-j w Z W J U) w CO i I U-nUTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EEL NDRTEPARICWAY,SUITE C 920 ESCDNOIoD, CAA92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 21 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 5 Shifts 9:00 pm to 5:00 am I340± TANGENT MERGING TAPER IL=600' F135'±—I— 90'±GAP 1 �� N V � - LLJ LL1 — Z = W 12 1 — — 12' min R3-7(L) — — — — — — — — — U w 60(CA) QLLI C Ir R3-7(L) SPCL-1 HIGHWAY 111 (50 MPH) APPROVED - CITY OF INDIO REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC C0NSULTANT TRANSPORTATION ENGINEER 11 /17/2022 BUS STOP W4-2(L) L-1 SHIELDS RD (35 MPH) W 20-1 1 G20-2 250' Sign Spacing O DETOUR 100' Sign SPCL-1 V Spacing G20-2 W20-1 SHIELDS RD (25 MPH) 350' Sign Spacing J J N N 1? HWY 111 (50 MPH) 13 U-nU-Y SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EEL NDRTEPARICWAY,SUITE C 920 ESCDNoloB, CAA92027 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 22 OF 23 CELL: (76 0) 419-3738 NOTES: PHASE -2 DETOUR MAP 5 Shifts 9:00 pm to 5:00 am WESTWARD I HO DR SPCL-1 SC3(CA) FIESTA DR ' 1 SC3(CA) H H z O VISTA GRANDE 0 W SC3(CA) LL CN L uj I-$ J Q WORK AREA HIGHWAY 111 M4-10(R) 0 HIGHWAY 111 a-�SPCL-1 SC3(CA) M4-10(R) M4-10 R) SPC71H LJJ M4-10(R) 0 COSTCO DR W 0 = H I-- V1 z O W LL LL W I APPROVED - CITY OF INDIO SPCL-1 -AVE 48 REVIEWED BY: MARK S. DIERCKS, P.E. GREENWOOD TRANSPORTATION ENGINEERS INC CONSULTANT TRANSPORTATION ENGINEER 11 /17/2022 a uT1UTY SURVEYORS, INC. PROJECT NAME: INDIO PAVING - JEFFERSON & HWY 1 1 1 DATE: 10/18/22 Gail MCMorran DESIGNED BY: President EDOARDO CRUZ AIRX JOB#: X221055 THOMAS GRID#: 5470-A3 2534 EAST EL DO,CA92027 TEPARICWAY,SUITE C ESCDNOIoD, CA 92�27 TYPE OF WORK: AC OVERLAY DRAWN FOR: CITY OF INDIO PHONE: (760) 480-2347 SHEET 23 OF 23 CELL: (76 0) 419-3738 NOTES: City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2022-0104 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of Backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2022-0104 City of Indio Pavement Rehab Project ST2208 / Jefferson St at Hwy III In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 4. 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. 5. ATP General En2ineerin2 (Hassan Bitar), 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) neither before 8:30 a.m. nor after 4:30 p.m. 8. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 9. 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. Special Conditions Pagel of 3 PERMIT NO. ENC2022-0104 City of Indio Pavement Rehab Project ST2208 / Jefferson St at Hwy III 10. 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. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 12. 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. 13. 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. 14. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 16. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. — 1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. Special Conditions Page 2 of 3 PERMIT NO. ENC2022-0104 City of Indio Pavement Rehab Project ST2208 / Jefferson St at Hwy III 17. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 19. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 20. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. 22. 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. 23. 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. 24. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 25. 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. 26. 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 3 of 3 41) ---'Ili AC--"RL> CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 12/11 /2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marsh USA Inc. NAME: 100 Nab Tryon Street, Suite 3600 PHONE nnx {AIC, N0, Ext}: {AlC, No) Chaff b. NC 28202 E-MAIL Attn: CA NON-RESIDENT N0. OB22889 ADDRESS: CN 102458548-1. MMM-GAWX-22-23 INSURED Hanson Aggregates Pacific Southwest LLC DBA ATP General Engineering Contractors c/o Martin Marietta Materials Inc 4211 Ponderosa Ave. STE C. San Diego, CA 92123 iNSUR AFFORDING COVERAGE NAIC# INSURER A : American Zurich Insurance CoMany 140142 INSURERS AAmsrican Guarantee and Liability Insurance Company 26247 INSURER C : INSURER E. COVERAGES CERTIFICATE NUMBER: ATL-005517998-03 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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR GLO987504401 09/30/2022 09/30/2023 EACH OCCURRENCE OAMAGrTG RENTEITPRElNISE8La-.Sacs $ 3,000,000 $ 50,000 $ MED EXP (Any one person $ 3,000,000 PERSONAL & ADV INJURY GEN'LAGGREGATE LIMIT APPLIES PER : X POLICY ❑ LOC $ 6,000,000 GENERAL AGGREGATE PRODUCTS - COMP/OP AGG $ 6,000,000 OTHER $ A AUTOMOBILE LIABILITY X ANY AUTO BAP987504501 09730/2022 09/30/2023 i COM13INED SINGLE LIMIT .�8 00Cldertlj BODILY INJURY (Per person) $ 5,000,000 _ _ $ OWNED SCHEDULED AUTOS ONLY AUTOS $ BODILY INJURY Per accident ( ) X HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY $ PROPERTY DAMAGE p9r acckfanf) lJ I $ Ll X UMBRELLA LIAB jj X I OCCUR AUC 3293761-01 09/30/2022 09/3012023 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 EXCESS LIAB i_ CLAIMS -MADE �..__ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRI ETOR/PARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? N N/A WC987504701 MV2022 09/30/2023 XPER DTH- iAV 7E ER EL EACH ACCIDENT $ 2,000,000 E. L DISEASE - EA EMPLOYE $ 2,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: 22-016 Encroachment Permit City of la Quinla and its officers, employees and agents are additional insured (except Workers' Compensation) as their interest may appear, if required by written contract with the named insured, subject to the terms and conditions of the policies. General liability and auto liability insurance apply on a primary and non-contributory basis, if required by written contract, and subject to policy terms and conditions. A waiver of subrogation applies under General Liability, Automobile Liability, and Workers Compensation in favor of the certificate holder, if required by written contract with the named insured, subject to the terms and conditions of the policies. L;tH I II-IL:A I t HOLDER CANCFI I ATI[7N City of La Quinta 78495 Calle Tampico La Quinta, CA 92253 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 0 Broad Form Additional Insured - Blanket - Z U RI C H Automatic - Energy THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 9875044 - 01 Effective Date: 9/30/2022 This endorsement modes insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an additional insured: Any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement, subject to the following provisions. a. Such person or organization is an additional insured only to the extent such coverage is required by written contract or written agreement and only with respect to liability for "bodily injury", "property damage" or "personal and advertising Injury" caused, In whole or In part, by. (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations or "your work' as included in the "products -completed operations hazard", which is the subject of the written contract or written agreement; or b. Such person or organization is an additional insured only with respect to liability for "bodily injury' to: (1) Your "employee'; or (2) An employee of a subcontractor acting on your behalf, but only to the extent: (a) Coverage for "bodily injury' to your "employee" or an employee of subcontractors acting on your behalf, regardless of whose fault caused such injury, is required by written contract or written agreement; and (b) Such "bodily injury" arises in the performance of your ongoing operations or "your work" as included in the "products-oompleted operations hazard% which is the subject of the written contract or written agreement. However, the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (11) Will not be broader than that which you are required by the written contractor written agreement to provide for such additional insured. B. Solely with respect to the insurance afforded to the additional insureds indicated in Paragraph A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury', "property damage" or "personal and advertising injury" arising out of the rendering of or the failure to render any professional architectural, engineering or surveying services including: UAL-2116-A GW (01/17) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that Insured, If the "occurrence" which caused the "bodily Injury" or "property damage", or the offense which caused the "personal and advertising Injury", Involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to this endorsement, the following is added to the Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; (2) We receive written notice of a claim or "suit" as soon as practicable; and (S) A request for defense and indemnity of the claim or "suit"' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is s Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Condltlons: Primary and Noncontributory insurance This insurance is primary to and will not seek oontribution from any other insurance available to an additional insured provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph &b. Excess Insurance of the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. Solely with respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-2116-A M (D111T) Page 2 of 2 Includes copyrighted material of Insurance Seovices Office, Inc., with its permission_ WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 04-84) 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 ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. This endorsement changes the policy 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 Insured MARTIN MARIETTA MATERIALS, INC. Insurance Company Effective Policy No. WC 9875047 — 01 Countersigned by Endorsement No. Premium INCL WC124 (4-84) Page 1 of 1 WC 00 03 13 Copyright 1983 National Council on Compensation Insurance, Inc. Uniform FormsTM