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ENC2024-0051CALIFORNIA ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and/or APPROVED SUBDIVISIONS. DATE: 05/14/2024 LOCATION OF CONSTRUCTION: Hwy 111 East of Costco Dr PURPOSE OF CONSTRUCTION: Traffic control only in City of La Quinta; Demolition and Installation of ADA sidewalk, installation of (2) street lights in Indio DESCRIPTION OF CONSTRUCTION: For new gym in Indio; Traffic Control Only in City of La Quinta APPROXIMATE TIME WHEN WORK WILL BEGIN: 05/21/2024 DATE OF COMPLETION: 05/31/2024 COMMENTS: This encroachment permit is for work/ traffic control within the City of La Quinta 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. AnCor Inc. Chelsea Brazie Name of Applicant AnCor Inc. Robert Compton Name of Contractor 734579 Contractor's License No. The Continental Insurance Applicant's Insurance Company FEES Traffic Control Credit Card Convenience Fee Technology Enhancement Fee TOTAL: 706 E. Bell Rd. Suite 101 Suite 101, Phoenix, AZ (480) 770-5070 85022 Business Address Telephone No. 831 JAMES STREET 2ND FL, SYRACUSE, NY 13203 (480) 770-5070 Business Address $739.00 $18.68 $8.00 $765.68 Telephone No. 771756 City Business License No. 2094615627 Policy Number PERMIT NO: ENC2024-0051 DATE ISSUED: 05/20/2024 EXPIRATION DATE: 05/20/2025 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. G2Q.2 END BUS DUNE PALMS RD. EXISTING TRAFFIC CONTROL FOR DUNES PALMS STORM CHANNEL BRIDGE CONSTRUCTION. THERE ARE EXISTING ROAD WORK AHEAD SIGNS ON DUNE PALMS AS PART OF THIS TRAFFIC CONTROL. BUS 350' STOP (350' IS INOBUS STOP) W4-2 JACK IN THE BOX w20-1 ROAD WORK AHEAD MRT LtiNE SIDEWALK CLOSED AHEAD kIST SEE 811mwj 1 4 CROSS HERE ROAD WORK 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH REVISION 8 OF THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (Ca.M.U.T.C,D,) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACEUTATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (TYR 12)' TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. &. THIS TRAFFIC CONTROL SHALT. BE IN PLACE DURING WORK HOURS ONLY, AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL UNLESS THE CONTRACTOR OBTAINS PERMISSION FROM THE CITY OF LA QUINTA TO LEAVE THE TRAFFIC CONTROL OVERNIGHT. 7, TRAFFIC CONTROL DEVICES USED DURING HOURS OF DARKNESS SHALL BE RETRO-REFLECTIVEAND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. 8. THE CONTRACTOR SHALL CONTACT THE CVAG REGIONAL OFFICE FOR TRAFFIC MANAGEMENT AND THE CITY OF LA QUINTAA MINIMUM OF 3 DAYS IN ADVANCE TO ADVISE THEM OF THE WORK SO THEY IHOP hv. R3-7 iuwT LME wusr COSTCO HOME DEPOT -ANE R9-9 _oSEb w20-1 SOMA ROAD CLOSED l WORK N w�a s NO SCALE Nj w 7 °C C24577 SIDEWALK CLOSED AHEAD CRoss HERE L'k9 d'J4l clop- QF CALif .Sh`5 f zazk� Pending) Install Street Lights for New Gym Pdme Cantacmr _._.____. Carlmd Ancor Inc. Robert 909-292-6330 Tmillic ConW Design by Prepared By Checked By Tops N Barricades, Inc. Ron Fifield (800)852-TOPS XX 5/09/24 2 COVER SHEET DESERT CROSSROADS - OFFSITE SWC HWY.111 AND JEFFERSON STREET, INDIO, CA 92253 SHEET INDEX PROJECT INFO ABBREVIATIONS VICINITY MAP CIVIL PLANS SHEET NO. LATEST DATE REVISION PROJECT DESCRIPTION AC ACRE G GUTTER CONSTRUCTION OF A NEW 38,000 S.F. FITNESS CENTER BUILDING AND FUTURE RETAIL ADA AMERICANS WITH DISABILITIES ACT HDPE HIGH DENSITY POLYETHYLENE • COVER SHEET 1 OF 5 09-06-2019 DEVELOPMENT. AFF ABOVE FINISHED FLOOR HWE HIGH WATER ELEVATION • ENGINEERS GENERAL NOTES 2 OF 5 09-06-2019 BF BOTTOM OF FOOTING I.E. INVERT ELEVATION ZONING: BLDG BUILDING I.P. IRON PIN • CITY OF INDIO GENERAL NOTES 3 OF 5 09-06-2019 ZONING: MUSP-300 APN: 600-020-021-7 & 600-020-022-8 AREA OF DISTURBANCE: GROSS AREA: 310,575 S.F. (7.13 AC) BOT BRW C CB C.F. CIP BOTTOM BOTTOM OF RETAINING WALL CONCRETE CATCH BASIN CUBIC FEET CAST IRON PIPE LF LSCP MIN N NTS P LINEAR FEET LANDSCAPE MINIMUM NORTH NOT TO SCALE PAVEMENT • OFFSfTE IMPROVEMENT PLAN 4 OF 5 09-06-2019 • OFFSITE IMPROVEMENT PLAN 5 OF 5 09-06-2019 1 • STREET LIGHT PLAN SO 09-06-2019 1 • FILLED CIRCLE INDICATES PLAN IS INCLUDED WITH THIS SUBMITTAL AREA OF DISTURBANCE: 213,445 S.F. (4.90 AC) CMP CMU CORRUGATED METAL PIPE CONCRETE MASONRY UNIT PUE PVC PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PROJECT ADDRESS: CO C.O.I. CLEAN OUT CITY OF INDIO R ROW RADIUS RIGHTS -OF -WAY SWC STATE HIGHWAY 111 & JEFFERSON STREET, INDIO, CA 92253 C&G CURB & GUTTER RCP REINFORCED CONCRETE PIPE CVWD COACHELLA VALLEY WATER DISTRICT S SOUTH LEGAL DESCRIPTION: DIET. DETAIL SAN SANfTARY DIA DIAMETER S.F. SQUARE FEET DIP DUCTILE IRON PIPE S 0 SURFACE OVERFLOW Sal n. AVE /fi PARCEL A: (ASSESSOR'S PARCEL NO.: 600-020-021) o THAT PORTION OF LAND LYING IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF D/W DRIVEWAY STD. STANDARD VICINITY MAP z SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, IN E EAST SY SQUARE YARD NTS THE CITY OF INDIO, COUNTY OF RIVERSIDE. ESMT EASEMENT S/W SIDEWALK FDC FF FIRE DEPARTMENT CONNECTION FINISH FLOOR ELEVATION TC TRW TOP OF CURB TOP OF RETAINING WALL PROJECT TEAM PARCEL B: (ASSESSOR'S PARCEL NO.: 600-020-022) FG FINISH GRADE T.S.V.B.&C. TAPPING SLEEVE, VALVE, BOX AND COVER THAT PORTION OF LAND LYING IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF FH FIRE HYDRANT TYP TYPICAL SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, IN FEET VCP VITRIFIED CLAY PIPE CIVIL ENGINEER OWNER I DEVELOPER THE CITY OF INDIO, COUNTY OF RIVERSIDE. V.S.D. VALLEY SANITARY DISTRICT W WEST SUSTAINABILITY ENGINEERING GROUP BARCLAY GROUP BENCHMARK: 8280 E. GELDING DR., SUITE 101 2390 E. CAMELBACK ROAD, SUITE 200 A 85260 PHOENIX, 85016 CITY OF LA QUINTA BENCHMARK NO. 035 1" I.P. WITH RECTANGULAR BRASS PLUG AND BRASS PHONE 48E, 88-7 0-596-ARIZONA PHONE 480-588-7226 PHONE 480-596-9399 TACK IN MONUMENT WELL IN THE INTERSECTION OF MILES AVE AND ADAMS ST ELEVATION = ATTN. ALI FAKIH ATTN: COLBY FINCHAM 94.256' (NAVD88) BASIS OF BEARING: ARCHITECT OF RECORD SURVEYOR THE BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF THE SOUTHEAST QUARTER JSA ARCHITECHTURE FOMOTOR ENGINEERING OF SECTION 29, BEING N89'39'16"E PER PMB 216/59-61. OFFSITE QUANTITIES 2190 E. PEBBLE ROAD, SUITE 250 225 S. CIVIC DRIVE, SUITE 1-5 LAS VEGAS, NEVADA 89123 PALM SPRINGS, CA 92262 PHONE: 702-433-1400 PHONE: 760-323-1842 ITEM QUANTITY UNIT ATTN: JAMES STROH FAX: 760-323-1742 ATTN: PHILLIP FOMOTOR PAVING: ASPHALT PAVEMENT 2204 SY CONCRETE 1016 SF PAVEMENT MARKINGS 1 1_S ENGINEERS AS -BUILT CERTIFICATION CONFLICTS WATER: FIRE HYDRANT 1 FA AS BUILT CERTIFICATION: 6" DIP 15 LF THE SURVEYOR OF RECORD CERTIFIES THAT "RECORD DRAWING" MEASUREMENTS AS SHOWN WERE MADE UNDER THE SURVEYOR'S SUPERVISION OR AS NOTED, AND ARE CORRECT TO THE BEST OF THE SURVEYOR'S KNOWLEDGE AND BEHALF i ALI FAKIH REGISTERED CIVIL ENGINEER DATE PHILLIP K. FOMOTOR N REGISTERED LAND SURVEYOR DATE 0 I DECLARATION OF RESPONSIBLE CHARGE: I, ALI FAKIH, HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN THE SECTION 6703 OF o THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. V 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF INDIO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES DIAGAL-ERT FOR PROJECT DESIGN. DIAL TOLL FREE 04/24/19 1-800-227-2600 SIGNATURE R.C.E. NO. C 74431 EXP. 09-30-19 DATE U AT LEAST TWO DAYS a BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a CONTRACTOR: °RABY DESIGNER'S SEAL DESIGNED BY: APPROVER'S SEAL POEMPLAN APPROVED BY: I.P. No. 19-052 SHAH CHECKED BY: ` INSPECTOR: > SHEET TITLE PREPARED FOR TELEPHONE -a FAX m PROF ESS 1>501591-601] P601362.6590 g H a ENGINEER'S NAME: ALI FAKIH DATE 09 06 2D19 N R�9 PERMIT y u TITLE: REGISTERED PROFESSIONAL ENGINEER 4PJP}�2� 1� COVER o DATE COMPLETED: Z m R.C.E. No.: C 74431, EXP. 09130 / 19 " 7 m 7� A i1�7 A t j SHEET o PROJECT No. C74431 ' NAME OF FIRM SUSTAINABILITY ENGINEERING GROUP It N° C69510 A - BM JI JF+11V AS BUILT COMP. DATE: • JUAN YA, P.E. G R 0 U P SHEET No. i BY DATE 180421 �� Cro11.f+�c FIRM ADDRESS 8280EGELDING DR#101,SCOTTSDALE,ARIZONA85280lF CITY ENGINEER 1 OF 5 CONSTRUCTION RECORD ENGINEER R E V I $IONS APP•D DATE SCALE °F CAL1 WEB WWW. AZSEG.COM �F pF CALF RICE No. C 68510, w CITY FILE No. BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF THE SOUTHEAST QUARTER OF 100 CIVIC CENTER MALL r.EC. DDRESS o' SWC HWY.111 AND JEFFERSON STREET, INDIO, CA 92253 a BENCHMARK: ELEV=94.256' SECTION 29, BEING N89-39.16"E PER PMB 216169-61. DATE: / Za2 INDIO, CA 92201 D-1995 ! TELEPHONE# (480)-588-7226 FAX# (480)-454-1097 www.indio.org . T. 5 S., R. 7 E. s.B.B.&M APN. 600-020-021, 600-020-022 UTILITIES UTILITY UTILITY COMPANY TELEPHONE NUMBER SEWER VALLEY SANITARY DISTRICT 760.347.2356 WATER COACHELLA VALLEY WATER DISTRICT 760.398.2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT 760.335.3640 GAS THE A C MPANY MPRA ENERGY CO:909.335.7625 TELEPHONE FRONTIER COMMUNICATIONS 855.284.2106 OTHER ENGINEERS GENERAL NOTES: A. GENERAL PLAN ITEMS: 1. THESE GENERAL NOTES SHALL BE APPLICABLE TO ALL SHEETS WITHIN THIS SET OF DRAWINGS. 2. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY, LOCATIONS ARE BASED ON THE BEST AVAILABLE REFERENCE PLANS AND AN ACTUAL FIELD SURVEY OF VISIBLE STRUCTURES. 3. THE FIELD SURVEY WAS PERFORMED BY FOMOTOR ENGINEERING AND PRESENTED AS AN ALTA/NSPS LAND TITLE SURVEY DATED MATCH 30, 2018. IT IS BELIEVED THAT THE SURVEY IS ESSENTIALLY CORRECT, BUT SEG DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SURVEY INFORMATION AND ASSUMES NO RESPONSIBILITY FOR ERRORS DUE TO INACCURATE OR INCOMPLETE SURVEY DATA. 4. ALL DIMENSIONS AND / OR COORDINATES SHOWN ON THESE DRAWINGS ARE TO BACK OF CURB, CENTER OF STRUCTURE OR SIGN, OUTSIDE FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 5. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR INTERPRETATION. B. SITE PLANNING CONSIDERATIONS 1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 2. FIRE LANES SHALL BE ESTABLISHED AND PROPERLY DESIGNATED IN ACCORDANCE WITH THE LOCAL MUNICIPALITY AND LOCAL FIRE DEPARTMENT REQUIREMENTS. 3. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGROUND. 4. ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT. 5. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADING DOCKS, TRANSFORMERS, BACKFLOW PREVENTERS AND OTHER MECHANICAL OR ELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO ALL PUBLIC STREETS. 6. IF APPLICABLE, PEDESTRIAN ACCESS ROUTES ARE PROVIDED IN COMPLIANCE WITH THE LATEST ADA STANDARDS. ALL RAMPS MUST MEET ADA ACCESSIBILITY GUIDELINES (ADAAG) STANDARDS, 2% MAX CROSS SLOPES, AND 5% MAXIMUM LONGITUDINAL SLOPES. TRUNCATED DOMES, AS DETECTABLE WARNINGS, ARE REQUIRED ON ALL ON -SITE RAMPS AND WALKS THAT CROSS OR ADJOIN A VEHICULAR WAY PER ADAAG CHAPTER 7. 7. PIPE BOLLARDS SHALL BE INSTALLED IN TRAFFIC AND LOADING AREAS AS REQUIRED TO PROTECT BUILDING CORNERS, RECEIVING AREAS, HYDRANTS, TRANSFORMERS, METERS, GENERATORS, COMPACTORS, STEPS, AND AILINGS, AS NECESSARY. 8. ALL SIGNAGE REQUIRES SEPARATE APPROVAL AND PERMITS. 9. OWNERS OF PROPERTY ADJACENT TO THE PUBLIC RIGHT-OF-WAY WILL HAVE THE RESPONSIBILITY FOR MAINTAINING ALL LANDSCAPING WITHIN THE RIGHT-OF-WAY IN ACCORDANCE WITH APPROVED PLANS. C. CODE COMPLIANCE: 1. WORK SHALL CONFORM TO THE REQUIREMENTS OF GOVERNING AGENCIES HAVING JURISDICTION. GRADING, PAVING, AND MATERIALS SHALL COMPLY WITH THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AS WELL AS PROJECT SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES BETWEEN REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. 2. THE CONTRACTOR AT ALL TIMES SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION OF THIS PROJECT. SPECIAL CARE SHALL BE TAKEN DURING ALL TRENCHING OPERATIONS. SHEETING AND BRACING, CRIBBING, ETC. MUST BE INSTALLED AS REQUIRED TO PROVIDE MAXIMUM SAFETY TO THE CONTRACTOR'S WORKERS IN FULL COMPLIANCE WITH OSHA REGULATIONS. 3. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT THE POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. 4. THE CONTRACTOR SHALL PREPARE ALL TRAFFIC CONTROL PLANS PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS FOR WORK WITHIN THE MUNICIPALITY, COUNTY, OR STATE RIGHT-OF-WAYS. THE PLAN SHALL BE PREPARED IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE PLAN SHALL ADDRESS THE REQUIREMENTS FOR ALL SIGNS, BARRICADES, FLAGMEN, LIGHTS, HOURS OF CONSTRUCTION, AND OTHER DEVICES AS NECESSARY FOR SAFE TRAFFIC CONTROL. 5. SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). ACCESSIBLE SPACES SHALL BE PAINTED AND SIGNED IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS. 6. PEDESTRIAN ACCESS ROUTES SHALL BE CONSTRUCTED TO THE LATEST ADA REQUIREMENTS AS FOLLOWS: a. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK OR PEDESTRIAN ACCESS ROUTE SHALL BE 2.0 PERCENT MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL. b. SIDEWALKS AND PEDESTRIAN ACCESS ROUTES SHALL HAVE A MAXIMUM GRADE OF 5.0 PERCENT MEASURED IN THE DIRECTION OF TRAVEL. c. ACCESS ROUTES WITH SLOPES GREATER THAN 5.0 PERCENT ARE CONSIDERED RAMPS. RAMPS MAY HAVE A MAXIMUM SLOPE OF 8.0 PERCENT FOR A MAXIMUM RISE OF 30 INCHES. A 5 FOOT BY 5 FOOT PAD SHALL BE CONSTRUCTED AT THE TOP AND BOTTOM OF ANY RAMP HAVING A CHANGE IN TRAVEL DIRECTION. THE PAD SHALL HAVE A MAXIMUM 2.0 PERCENT SLOPE IN ANY DIRECTION. ALL RAMPS REQUIRE A HAND RAIL. D. CONTRACTOR VERIFICATION / COORDINATION ITEMS: 1. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, TYPE & MATERIAL, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. 2. TWO WORKING DAYS BEFORE ANY EARTH MOVING ACTIVITIES, CALL THE UNDERGROUND SERVICE ALERT. ANY UTILITY DAMAGED BY CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND EXPOSE PERTINENT LOCATIONS AND ELEVATIONS, SPECIFICALLY AT CONNECTION POINTS AND AT POTENTIAL POINTS OF CONFLICT TO DETERMINE ANY NEGATIVE EFFECT ON THE PROPOSED CONSTRUCTION. ALL INFORMATION SHALL BE SUPPLIED TO THE ENGINEER PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS TO VERIFY EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDINGS, DUMPSTER ENCLOSURE, DUMPSTER PADS, ROOF DRAINS, UTILITY SERVICE POINT CONNECTIONS, RAISED CONCRETE SIDEWALKS, AND RAMPS. NOTIFY THE OWNER AND ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO CONSTRUCTION, DI G�ERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD JENGINEERI REVISIONS APP-D LDATE BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF THE SOUTHEAST QUARTER OF BENCHMARK: ELEV=94.256' SECTION 29, BEING NOW39'16"E PER PMB 216159411. 5. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE OWNER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN DRAWINGS AND THE SPECIFICATIONS SHALL BE CONFIRMED WITH THE CONSTRUCTION MANAGER PRIOR TO BIDDING. 6. THE CONTRACTOR SHALL VERIFY AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL REQUIRED WORK. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, OBTAIN ALL LICENSES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH UTILITY COMPANIES TO OBTAIN TEMPORARY POWER AND TELEPHONE SERVICE DURING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL BE THE CONTRACTORS RESPONSIBILITY. 8. SUBGRADE DENSITY SHALL BE TESTED BY A PRIVATE SOILS TESTING FIRM AND APPROVED BY THE SOILS ENGINEER PRIOR TO INSTALLING BASE COURSE OR CONCRETE. BASE COURSE DENSITY SHALL ALSO BE TESTED BY THE PRIVATE SOILS FIRM AND APPROVED BY THE SOILS ENGINEER PRIOR TO INSTALLING PAVEMENT. 9. AGGREGATES AND BITUMINOUS PAVEMENT MATERIAL AND INSTALLATION SPECIFICATIONS SHALL BE IN ACCORDANCE WITH STATE DOT SPECS, THE CONTRACTOR SHALL SUBMIT AGGREGATE SIEVE ANALYSIS AND A JOB -MIX FORMULA FOR THE BITUMINOUS PAVEMENT TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL AT LEAST 14 DAYS PRIOR TO THE PLACEMENT OF BITUMINOUS PAVEMENTS. 10.ALL CONSTRUCTION SHALL BE CONDUCTED SUCH THAT THERE WILL BE MINIMAL INTERFERENCE WITH STREETS, DRIVES OR WALKS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC. DO NOT CLOSE OR OBSTRUCT STREETS, DRIVES OR WALKS OR USER FACILITIES WITHOUT WRITTEN PERMISSION FROM THE RESPECTIVE AGENCY HAVING JURISDICTION. 11. ADVANCE COORDINATION BY THE CONTRACTOR WITH ALL UTILITY COMPANIES INVOLVED SHALL BE REQUIRED FOR ANY SERVICE INTERRUPTIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER, LOCAL MUNICIPALITY AND/OR UTILITY COMPANY. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY OR PERMANENT SERVICE HAS BEEN PROVIDED. 12.THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF CONDITIONS ARE ENCOUNTERED DURING THE CONSTRUCTION PROCESS WHICH INDICATE AN UNIDENTIFIED SITUATION IS PRESENT OR DISCREPANCIES ARE FOUND THAT AFFECT WORK. 13.CONTRACTOR SHALL NOTIFY THE ENGINEER, PROJECT MANAGER, MUNICIPAL BUILDING INSPECTION DEPARTMENT, AND UTILITY COMPANIES FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION. NO UTILITY TAPS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE UTILITY COMPANY AND THE MUNICIPALITY. 14.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH ALL APPLICABLE UTILITY COMPANIES AND AGENCIES HAVING JURISDICTION WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. 15.ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER, ENGINEER, AND APPROPRIATE REGULATORY AGENCIES PRIOR TO INSTALLATION. 16.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS AND MATERIALS TO THE OWNER AND LOCAL UTILITY COMPANIES AS REQUIRED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW. 17.THE CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED INSPECTIONS AND CONSTRUCTION APPROVALS. 18. THE OWNER AT ITS DISCRETION RESERVES THE RIGHT TO MODIFY THE DETAILS AND STANDARDS OF CONSTRUCTION FOR ALL PRIVATE FACILITIES FROM THAT INDICATED ON THE APPROVED PLAN, PROVIDED THAT THE ALTERNATE STANDARD COMPLIES WITH LOCAL CODE AND/OR UTILITY COMPANY REQUIREMENTS AND THE GENERAL DESIGN INTENT OF THE PROJECT IS NOT COMPROMISED. 19.ELECTRONIC CADD FILES ARE AVAILABLE TO THE CONTRACTOR FOR THE PURPOSE OF LAYOUT. SUSTAINABILITY ENGINEERING GROUP, LLC CLAIMS NO RESPONSIBILITY WHATSOEVER FOR THE ELECTRONIC CADD FILES OR FOR INCORRECT INTERPRETATIONS ONCE TURNED OVER TO THE CONTRACTOR. E. ON -SITE DOCUMENTATION 1. CONTRACTOR SHALL HAVE A COPY OF APPROVED SOILS REPORTS FOR PAVEMENT DESIGN AND COMPACTION REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT. 2. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES. EACH SUBCONTRACTOR (INCLUDING THE SURVEYOR) SHALL HAVE A SIGNED COPY OF THE PLANS AND THE APPROPRIATE STANDARDS AND SPECIFICATIONS IN HIS POSSESSION AT ALL TIMES WHEN IMPROVEMENTS ARE BEING INSTALLED. 3. THE CONTRACTOR SHALL HAVE ONE (1) SET OF DRAWINGS ON SITE FOR RECORDING AS -BUILT INFORMATION. PROVIDE THE RECORD DRAWINGS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES AND ANY FIELD MODIFICATIONS FROM THE PLANS) TO THE OWNER FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. 4. A COPY OF APPLICABLE MUNICIPALITY, COUNTY, AND STATE CONSTRUCTION SPECIFICATIONS AND DETAILS SHALL BE KEPT ON SITE THROUGHOUT THE PROJECT. F. GENERAL CONSTRUCTION ITEMS: 1. IF APPLICABLE, THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS IN A METHOD APPROVED BY THE STATE DOT. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR COMPLETION OF INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING TO ACCOMPLISH ALL WORK INDICATED ON PLANS AND TO PERFORM REQUIRED COMPACTION OPERATIONS. 4. PROTECT EXISTING TEES TO REMAIN WITH TEMPORARY FENCING PLACED AT THE DRIP LINE. NO GROUND DISTURBANCE OR STORAGE OF MATERIAL SHALL OCCUR WITHIN THE DRIP LINE LIMITS. 5. CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 6. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB. 7. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS. 8. PROVIDE ADEQUATE BARRICADES AT DRIVES, ENTRANCES, EXCAVATIONS AND OTHER OPENINGS TO KEEP OUT UNAUTHORIZED PERSONS AND FOR PUBLIC SAFETY AND TRAFFIC CONTROL. SAFETY PROVISIONS OF APPLICABLE LAWS SHALL BE OBSERVED AT ALL TIMES. BARRICADES LEFT IN PLACE AT NIGHT SHALL BE LIGHTED. 9. NO EQUIPMENT OR MATERIAL STORAGE IS PERMITTED WITHIN PUBLIC RIGHT-OF-WAYS. 10.CONTRACTOR SHALL KEEP EXISTING STREETS, ROADS AND DRIVES CLEAR OF DIRT, DEBRIS AND EQUIPMENT. 11. PROMPTLY REMOVE ALL RUBBISH, TRASH, DEMOLITION DEBRIS, AND ORGANIC MATERIAL FROM THE LIMITS OF THE OWNER'S PROPERTY AND DISPOSE IN A LEGAL MANNER. 12.THE CONTRACTOR SHALL RESTORE AT HIS EXPENSE ANY STRUCTURES, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. WITHIN THE SITE OR ADJOINING PROPERTIES DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL CONDITION OR BETTER, AND TO THE SATISFACTION OF THE OWNER AND THOSE HAVING JURISDICTION. 13.PROVIDE A DESIGNATED AREA (TO BE APPROVED BY OWNER) FOR STORAGE OF EQUIPMENT AND PARKING OF THE REQUIRED EQUIPMENT. THIS AREA AS WELL AS THE ACTUAL JOB SITE SHALL BE ENCLOSED IN CHAIN LINK FENCING. A TRAFFIC LANE SHALL BE DESIGNATED FOR INGRESS AND EGRESS FROM THE WORK AREA. IF REQUIRED, FLAG MEN SHALL BE PROVIDED TO PROVIDE A SAFE AND EFFICIENT MOVEMENT OF VEHICLES. NO CHANGES TO THE WORK AREA OR TO THE AGREED TRAFFIC PATTERN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CONSTRUCTION MANAGER. THE CONSTRUCTION MANAGER WILL SECURE THE APPROVAL FOR SUCH CHANGES. DESIGNER'S SEAL DESIGNED BY: SHAH )R H o ENGINEER'S NAME: ALI FAKIH DATE 09 O6 2019 PERMIT TITLE: REGISTERED PROFESSIONAL ENGINEER R.C.E. No.: C 74431, EXP. 09l 30l 19 C74431 * f NAME OF FIRM SUSTAINABILITY ENGINEERING GROUP 180421 `15, S FIRM ADDRESS 8280 E GELDING DR #101, SCOTTSDALE,. ARIZONA 85260 Or CALN, WEB WWW. AZSEG.COM APPROVER'S SEAL I IIIIIIIIIIIIIIIISMPLAN CHECKED BY: G. REMOVAL NOTES: 1. SOIL EROSION AND SILTATION CONTROL MEASURES MUST BE IN PLACE PRIOR TO STARTING REMOVALS AND EARTH MOVING OPERATIONS. THESE CONTROL MEASURES SHALL CONFORM IN ALL RESPECTS TO OPENING AGENCY REQUIREMENTS. 2. ALL REMOVAL AND DEMOLITION WORK SHALL CONFORM TO GOVERNING AGENCY DESIGN STANDARDS AND SPECIFICATIONS. COMPLY WITH OSHA REGULATIONS INSOFAR AS THEY APPLY TO THE REQUIRED WORK. 3. PERFORM CLEARING, GRUBBING, STUMP REMOVAL, TOPSOIL REMOVAL AND STOCKPILING IN ACCORDANCE WITH THE PROJECT DOCUMENTS. 4. REMOVE TREES, SHRUBS, STUMPS, AND ROOT SYSTEMS TO A MINIMUM DEPTH OF 42" BELOW GRADE. 5. WHERE EXISTING PAVEMENT IS TO BE PARTIALLY REMOVED, SAWCUT PAVEMENT FULL DEPTH TO PROVIDE A SMOOTH JOINT WITH PROPOSED PAVEMENT. IF APPLICABLE, SAWCUT SHALL BE MADE A MINIMUM OF TWO (2) FEET BEYOND ANY NEW CURB OR WALK LIMITS. 6. NO ATTEMPT IS MADE TO STIPULATE EVERY REQUIRED ITEM OF REMOVAL AND DEMOLITION EITHER ON DRAWINGS OR IN SPECIFICATIONS. THE CONTRACTOR MUST VISIT THE SITE AND STUDY EXISTING PHYSICAL CONDITIONS, REVIEW DRAWINGS, AND REACH THEIR OWN CONCLUSIONS ON WORK NECESSARY TO ACCOMPLISH INTENDED RESULTS DESCRIBED BY THE PROJECT DOCUMENTS. 7. COMPLETELY RESTORE ALL DISTURBED AREAS TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION AND TO THE SATISFACTION OF THE OWNER AND MUNICIPALITY. ALL COSTS FOR CLEAN-UP, RESTORATION WORK AND OTHER IMMEDIATE OPERATIONS SUCH AS, BUT NOT LIMITED TO, CONSTRUCTION SIGNAGE, STREET SWEEPING, AND MAINTAINING EXISTING UTILITIES SHALL BE THE CONTRACTORS RESPONSIBILITY. PERFORM RESTORATION WORK WITH FIVE (5) DAYS AFTER COMPLETION OF FINAL GRADING. •#r 9 RCE No. C 68510, DATE: I �� 2d TELEPHONE FAX (760)3914017 (760)342 6590 - _jj 100 CIVIC CENTER MALL INDIO, CA 92201 SWC HWY.111 AND JEFFERSON I.P. No. 19-052 ' = SHEET TITLE ENGINEERS ^LIT GENERAL (v' NOTES G R O U P SHEET No. 2OF5 INDIO, CA 113F'kb7 TELEPHONE# (480)-588-7226 FAX# (480)-454-1097 SEC. 29 . T. 5 S. R. 7 E., S.B.B.6M CITY OF INDIO'S STANDARD GENERAL NOTES CITY OF INDIO'S STANDARD TRAFFIC CONTROL NOTES: CITY OF INDIO'S STANDARD STREET IMPROVEMENT NOTES CITY OF INDIO STANDARD SIGNING AND STRIPING NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 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 INSPECTION(S) BY THE CITY WILL BE SUBJECT TO REMOVAL. 5. THE LOCATIONS 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 VERIZON TELEPHONE 760-864-1726 VALLEY SANITARY DISTRICT SEWER 760-238-5400 TIME WARNER CABLE CABLE 760-346-3714 INDIO WATER AUTHORITY WATER 760-391-4140 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 LEGENDS/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 (CA 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 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 NEEDED 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 SOIL TESTS, AND SHALL CONTAIN AN APPROVAL STATEMENT FROM THE SOILS ENGINEER STATING THAT THE SOIL IS SUITABLE FOR IT'S INTENDED USE. THIS FINAL 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 DI GAL-ERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: AS BUILT COMP. DATE: BY DATE CONSTRUCTION RECORD ENGINEER RE V I S 10 N S APP'D DA7E BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF THE SOUTHEAST QUARTER OF BENCHMARK: ELEV=94.256' SECTION 29, BEING 1,189"39'16"E PER PMB 21616941, 1. THESE 'CITY OF INDIO'S STANDARD TRAFFIC CONTROL NOTES" SHALL BE CONSIDERED PART OF THE TRAFFIC CONTROL REQUIREMENTS FOR ALL CAPITAL IMPROVEMENT AND DEVELOPMENT PROJECTS. 2. WHERE TRAFFIC CONTROL PLANS ARE EITHER REQUIRED, OR REQUESTED, BY THE CITY THEY SHALL BE DEVELOPED IN CONFORMANCE WITH PART 6, 'CALIFORNIA MANUAL OF TEMPORARY TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) FOR STREETS AND HIGHWAYS, LATEST EDITION. 3. THE TRAFFIC CONTROL PLAN IS OFTEN THE MINIMUM TRAFFIC CONTROL BELIEVED TO BE NEEDED AT THE TIME OF PLAN PREPARATION. IN THE EVENT, ACTUAL PHYSICAL CONDITIONS WARRANT ADDITIONAL TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL INSTALL THE ADDITIONAL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART 6 OF THE CA MUTCD AND/OR AS DIRECTED BY THE CITY ENGINEER. 4. WHERE THE LOCATION OF A REQUIRED SIGN FALLS IN A DRIVEWAY, SIDEWALK, BRIDGE, ETC., OR WHERE THE VISIBILITY OF A SIGN IS LIMITED TO THE TRAVELING PUBLIC, OR CAUSES SIGHT DISTANCE PROBLEMS, THE LOCATION IN THE FIELD SHALL BE ADJUSTED AS APPROVED BY THE CITY ENGINEER. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TRAFFIC CONTROL AT ALL TIMES. THIS APPLIES 24 HOURS A DAY FOR SEVEN (7) DAYS A WEEK; INCLUDING ALL NONWORKING HOURS AND IF THE WORK IS SUSPENDED FOR ANY REASON. AT A MINIMUM THE CONTRACTOR IS REQUIRED TO CHECK ON THE TRAFFIC CONTROL AT LEAST ONCE IN ANY 12-HOUR PERIOD. 6. THE CONTRACTOR IS REQUIRED TO REMOVE, RELOCATE OR COVER DURING CONSTRUCTION, AND THEN RESET OR UNCOVER UPON COMPLETION OF A PARTICULAR SECTION OF THE WORK, ANY CONFLICTING IN -PLACE ROADWAY SIGNS, AS NEEDED AND AS APPROVED/DIRECTED BY THE CITY ENGINEER. 7. DURING ALL PHASES OF WORK, NON -APPLICABLE PAVEMENT STRIPING OR MARKINGS SHALL BE REMOVED AND APPROPRIATE PAVEMENT STRIPING OR MARKINGS SHALL BE PLACED AS EXPEDITIOUSLY AS PRACTICAL, BUT IN ALL CASES, SHALL BE IN PLACE BY NIGHTFALL ON ANY ROADWAY CARRYING TRAFFIC. B. ALL BLACK ON ORANGE CONSTRUCTION SIGNS SHALL BE FABRICATED USING TYPES IV, VII OR VIII FLUORESCENT ORANGE REFLECTIVE SHEETING MATERIAL FOR THE SIGN BACKGROUND. 9. NO EQUIPMENT OR MATERIAL SHALL BE PARKED OR STORED IN THE PUBLIC RIGHT-OF-WAY AT ANY TIME. 10. THE CONTRACTOR SHALL PLACE ALL ADVANCE WARNING SIGNS BEFORE PROCEEDING WITH THE WORK. SIGNS SHALL BE PLACED IN ORDER, IN THE DIRECTION OF TRAVEL, AND REMOVED IN REVERSE ORDER. 11. ALL VEHICLES, EQUIPMENT, PERSONNEL (EXCEPT FLAGGERS), AND THEIR ACTIVITIES ARE RESTRICTED AT ALL TIMES TO ONE SIDE OF THE PAVEMENT UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER. 12. THE CONTRACTOR MUST MAINTAIN AT LEAST ONE ACCESS TO BUSINESSES AND RESIDENCES DURING CONSTRUCTION AT ALL TIMES. 13. ALL TRAFFIC CONTROL DEVICES THAT ARE NOT APPLICABLE AT ANY TIME SHALL BE COVERED OR REMOVED AS DIRECTED BY THE CITY ENGINEER. 14. THE CONTRACTOR SHALL MAKE PROVISIONS FOR THE SAFETY OF PEDESTRIAN AND BICYCLE TRAFFIC CROSSING THE WORK ZONES DURING CONSTRUCTION. 15. ALL SIGNS SHALL BE POST -MOUNTED IF THE WORK PERIOD EXCEEDS FIVE (5) CALENDAR DAYS, EXCEPT FOR THOSE SIGNS WHICH ARE MOUNTED ON BARRICADES, FOR REPEATED DAY OPERATIONS, SIGNS MAY BE MOUNTED ON TEMPORARY SUPPORTS AND REMOVED AT THE COMPLETION OF THE DA Y'S OPERATION. 16. ANY QUANTITIES SHOWN FOR NUMBER OF TRAFFIC CONTROL DEVICES ON THIS PLAN ARE TO BE CONSIDERED THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AS NEEDED AND/OR AS DIRECTED BY THE CITY ENGINEER. 17. FOR DIVIDED HIGHWAYS, WITH MULTIPLE LANES OF TRAFFIC IN ONE DIRECTION, THE REQUIRED ADVANCE WARNING SIGNS SHALL BE POSTED ON BOTH THE RIGHT AND LEFT SIDES OF THE ROADWAY IN ONE DIRECTION. 18. TWO FLAGGERS MINIMUM, SOLELY DEDICATED TO TRAFFIC CONTROL, ARE REQUIRED ON ALL DAYS WHERE A MINIMUM OF 400 TONS OF BASE AND/OR ASPHALT CONCRETE (A.C.) ARE PLANNED TO BE PLACED ON A STREET THAT IS OPEN TO ANY PUBLIC TRAFFIC. 19. FLAGGERS ARE TO BE USED WHERE SHOWN ON THE PLANS, AS NEEDED, AND AS APPROVED /DIRECTED BY THE CITY ENGINEER. SIGNS FOR FLAGGERS SHALL BE PLACED AT THE APPROPRIATE TIME, AND SHALL BE COVERED OR REMOVED WHEN FLAGGERS ARE NOT ON DUTY AND DURING NON -WORKING HOURS. 20. FLAGGERS SHALL BE PROPERLY ATTIRED, EQUIPPED WITH STOP /SLOW PADDLES AND SHALL ALWAYS BE IN SIGHT OF EACH OTHER, OR BE EQUIPPED WITH DEVICES SO THAT THEY CAN BE IN DIRECT COMMUNICATION AT ALL TIMES. FLAGGER STATION LOCATIONIS) MAY BE VARIED FROM THOSE SHOWN ON THE PLANS, BASED UPON ROADWAY ALIGNMENT AND CONDITIONS AT THE TIME OF WORK. 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 PURVEYOR 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 = 90% B. DIRT FILL = 90% C. TOP 12" OF SUBGRADE UNDER IMPROVEMENTS NOT EXPECTED TO RECEIVE VEHICULAR TRAFFIC (INCLUDES SIDEWALK) = 90% D. AGGREGATE BASE (NON -VEHICULAR 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 (CL 2 AB). 5. ALL ASPHALT CONCRETE (AC) SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS, SECTIONS 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: %-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. DESIGNER'S SEAL DESIGNED BY: SHAH H F PREPARED FOR ENGINEER'S NAME: ALI FAKIH DATE 09 06 2019 PERMIT y ,F yP TITLE: REGISTERED PROFESSIONAL ENGINEER R.C.E. No.: C 74431, EXP. 091 30 / 19 C74431 PROJECT No. NAME OF FIRM SUSTAINABILITY ENGINEERING GROUP � A FIRM ADDRESS 8280 E GELDING DR #101. SCOTTSDALE, ARIZONA 85260 180421 st c ' � Or CALM WEB WJVW. AZSEG.COM APPROVER'S SEAL I IMENOWLAN CHECKED BY: I=04010� APPROVED BY: 1� JUAN A, P.E. CITY ENGINEER RCE No. C 68510, i DATE: 1. THE "CITY OF INDIO'S STANDARD GENERAL NOTES" SHALL BE CONSIDERED PART OF THE "CITY OF INDIO'S STANDARD SIGNING AND STRIPING NOTES." 2. ALL MATERIAL AND WORK SHALL CONFORM TO THE LA TEST EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) FOR STREETS AND HIGHWAYS. 3. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS AND LEGENDS SHALL BE PAINT, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. ALL STANDARDS SHALL MATCH THOSE OF THE CA MUTCD EXACTLY. 5. ALL SIGNS SHALL BE DIAMOND GRADE DG3 REFLECTIVE WITH 3M PREMIUM PROTECTIVE OVERLAY FILM SERIES 1160. 6. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED WITH THEFT/VANDAL-RESISTANT FASTENERS. 7. ALL SIGN POSTS SHALL BE GALVANIZED STEEL PIPE, BREAKAWAY, MINIMUM 2-INCH BY 2-INCH QUICK PUNCH (OR EQUAL). MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED WHEN LARGER -SIZED POSTS, AND/OR MULTIPLE POSTS, ARE NEEDED FOR 'LARGER" SIGNS. 8. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED STRIPING, PAVEMENT MARKINGS, AND SIGNING IN THE FIELD, AND OBTAIN THE CITY ENGINEER'S APPROVAL, PRIOR TO ACTUAL INSTALLATION. ADJUSTMENTS IN THE FIELD SHALL BE MADE AS NEEDED, AND AS DIRECTED BY THE CITY ENGINEER. 9. ALL RAISED PAVEMENT MARKERS (RPMS) SHALL BE INSTALLED WITHIN SEVEN (7) CALENDAR DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN -KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE CITY ENGINEER. THE CONTRACTOR SHALL PLACE BLUE RPMS AT ALL FIRE HYDRANT LOCATIONS WHETHER CALLED -OUT ON THE PLANS OR NOT. 10. ALL STRIPING ON NEW PAVEMENT SHALL BE PLACED IN TWO COATS PER CALTRANS STANDARD SPECIFICATIONS, EXCEPT THAT EACH COAT SHALL BE APPLIED AT AN APPROXIMATE RATE OF ONE GALLON PER 107 SQUARE FOOT, GLASS BEADS ARE ALSO REQUIRED. 11. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING SIGNS, STRIPES, PAVEMENT MARKINGS, AND RPMS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE CITY ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY WET -SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. ALL SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT, 12. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM. 13. ALL REMOVALS SHALL BE BY WET -SANDBLASTING OR GRINDING, OR AS OTHERWISE APPROVED BY THE CITY ENGINEER. 'BLACK -OUT" OF EXISTING IS NOT ALLOWED. 14. THE CONTRACTOR SHALL DELIVER (AND UNLOAD AND PLACE) REMOVED SIGNS TO THE CITY YARD OR AS DIRECTED BY THE CITY ENGINEER. THE CONTRACTOR SHALL COORDINATE HIS DELIVERY TO THE CITY YARD AT LEAST 24 HOURS BEFORE PROPOSED DELIVERY. 15. ALL CROSSWALKS SHALL HAVE 10 FEET IN-BETWEEN THE 12-INCH WHITE OR YELLOW STRIPES UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 227-2600, AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO FULL WORKING DAYS IN ADVANCE OF EXCAVATION. 17. THE CONTRACTOR SHALL COORDINATE ALL SIGNING AND STRIPING WORK, ALONG WITH "SWITCHING TRAFFIC" OR OPENING OF ROADWAYS TO TRAFFIC, WITH THE CITY ENGINEER. 18. WHENEVER ANY STRIPING/MARKING OCCURS WITHIN 300 FEET OF AN INTERSECTION, ALL STRIPING/PAVEMENT MARKINGS ON ALL LEGS OF THE INTERSECTION SHALL BE REPAINTED. TELEPHONE ?�FAX (760) 3913 17 -- !x (760) 342. 6590 100 CIVIC CENTER MALL INDIO, CA 92201 sue AUUH°ss SING HINY.111 AND SEC 29T 5 S.R 7 E.. SB.B&M BMCIAY G R O U P a 0 a z z z 0 a 0 z w z z z a N w 0 C W a O W a z N Q t"J o z J a n W ut � p No. 19-052 o HEET TITLE ;ITY OF INDIO a G GENERAL NOTES In SHEET No. z 3OF5 � o f FILE No. D-1995 15 F_ TELEPHONE # (480)-588-7226 FAX # (480)454-1097 APN 60F1-020-221. 666"616"62L NOTES TO THE CONTRACTOR 1. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING ANY STREET IMPROVEMENTS OF HWY111. 2. THE CONTRACTOR SHALL PROVIDE MATERIAL AND MANUFACTURER OF GEO-FABRIC TO CITY OF INDIO FOR APPROVAL. 3. ALL PAVEMENT REMOVAL, CONCRETE REMOVAL AND CONSTRUCTION DEBRIS SHALL BE HAULED TO APPROPRIATE LAND FILL BY CONTRACTOR AS DIRECTED BY CITY OF INDIO. MATCH EXISTING STRIPING 36.9' c d d a d 1 e TC/C=57.46 1 't=57.96 EXISTING S.W. a d d a C=57.98 a d d d Q e CURB AND GUTTER d DETAILS PER STD. C=58.18 PLAN NO. 120. a d m 5' S.W. z o � o vN d d DI GAL-ERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA 3 CONTRACTOR: s G1 r6 ,/C=57.48 TC=58.14 P=57.64 OFFSITE IMPROVEMENT PLAN DESERT CROSSROADS SWC HWY. 111 AND JEFFERSON STREET, INDIO, CA 92253 MATCH EXISTING STRIPING STA=6+12.09 RESTRIPE OFF=50.38E D XISTING I PROTECT EXISTING 3 STA=7+10.82 CURB, EXCEPT AS � OFF=0.35LA RESTRIPE NOTED ---------- TA CL OF HWY 111 NORTH LINE OF SE 1/4, SEC 29 4S MISTING CL OF HWY 111 f NORTH LINE OF SE 1/4, SEC 29 - + ^ S T PAVEMENT MARKINGS D - }oFF o.a OFF=2s3 TA WEST /�_ STA=2+96 2c 4 y� (2) 1 STA=5+37 TA=6+43 STA=7+10.99 EST OFF=26.0 OFF=9.9 I OFF=12.2 S XISTING w _ OFf=9.54R SFA=2+97 °' 3 HIGHWAY 111 (50MPH) o STA=6+44 W _ OFF=37.5 CRACK-5 3 CRACK-5 S CRACK-3-�A=6+45 RESTRIPE 2 a 3 C=56.22 STA=5+85 4 STA=4 79.70 cr STA=2+87I ,,.; C=55.89 C=55.08 OFF=35.1 OFF=46.11R D XISTING V) Off=50.4 - 50.4 � CRACK-2 5.45 5A I STA=5+72.69 4 C=55.16 I 5 OFF=60.042 TA 15 LF 1 ZSTA=6+79.71 STA==+96 11 4 OFF=48.66R UL! OFF=60.0- _J.�. 3 _ _ _ JEPA - - I W C=57.2 CRACK -6 CRACK-4 CRACK-3 TC=58.14 3 C=57.12 C=55.40 3 C=55.37 4 l P=57.64 Z L PROTECT EXISTING I PROTECCRACK-1 o SIDEWALK, EXCEPT CURB, C=55.30 4 I U AS NOTED I NOTED C CK-1 4 I I I 0 I C=55.05 \ Q I I I FLOW LINE EXISTING 10' J CROSS GUTTER EXISTINJTO RETURN REMAIN ENLARGED CURB RETURN DETAIL AS BUILT COMP. DATE: BY JDATE1 CONSTRUCTION RECORD ENGINEER REVISIONS APPD DA7E BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF THE SOUTHEAST QUARTER OF BENCHMARK: ELEV=94.256' SECTION 29. BEING N89°39'16"E PER PMB 21616941. 0 �zr 0' 10' 20' 30' SCALE: 1" = 10' x 9=Z 0' 30 60' go, PROPOSED LEGEND: SCALE: 1" = 30' - - - - SAWCUT LINE CONCRETE CURB & GUTTER ASPHALT PAVEMENT (2" MILL AND REPLACE) CONCRETE 4110- 250W LED (25,000 LUMEN) STREET LIGHT STRIPING LEGEND: DESIGNER'S SEAL DESIGNED BY: SHAH PREPARED FOR H F ENGINEER'S NAME: ALI FAKIH DATE 09 06 2019 PERMIT y ` TITLE: REGISTERED PROFESSIONAL ENGINEER W : 2 R.C.E. No.: C 74431, EXP. 09130119 PROJECT No. C74431 z * � NAME OF FIRM SUSTAINABILITV ENGINEERING GROUP 180421 ` 4 DIV11. \e FIRM ADDRESS 8280 E GELDING DR #101, SCOTTSDALE, ARIZONA 85260 SCALE OF CALL1 WEB UNMAN. AZSEG.COM 1" = 30' TELEPHONE # (480)-588-7226 FAX # (480)-454-1097 4DW ❑ 0 4" DASHED WHITE PAINTED STRIPE WITH RPM'S AT 48' O.C. PER CA MUTCD DETAIL 12. 6SW 6" SOLID WHITE PAINTED STRIPE PER CA MUTCD DETAIL 39. 4SY ❑ 0 4" SOLID YELLOW PAINTED LINE WITH RPM'S AT 48' O.C. PER CA MUTCD DETAIL 25. 8SW ❑ 0 0 8" SOLID WHITE PAINTED STRIPE WITH RPM'S AT 24' O.C. PER CA MUTCD DETAIL 38. 4" SOLID WHITE PAINTED STRIPE (100 FEET) WITH RPS'S AT 25' O.C. PER CA MUTCD 4SW ❑ ❑ ❑ DETAIL 34. _ _ _ _ _ 4" WHITE "CAT TRACK" PER CA MUTCD DETAIL 40. ADD A NON -REFLECTIVE WHITE 4WT PAVEMENT AT EACH END. LTA TYPE III (L) ARROW PER CA MUTCD SECTION 3B.20. STA SINGLE TURN TYPE IV ARROW PER CA MUTCD SECTION 3B.20 APPROVER'S SEAL TRAFFIC PLAN APPROVED BY: CHECKED BY: MARK GREENWOOD TELEPHONE FAX (760) 391-4017 (760) 342 6590 JUAN KAYA, P.EK � '0'� CITY ENGINEER RICE No. C 68510, 100 CIVIC CENTER MALL DATEINDIO, CA 92201 www.indio.oro CIL SIT � sr. A9t4>: 48 VICINITY MAP NTS CONSTRUCTION NOTES: w u D 0 fL PLAN. Oj MATCH EXISTING GRADE. CONTRACTOR SHALL VERIFY IN FIELD o ALL GRADES PRIOR TO ANY CONSTRUCTION ACTIVITIES AND w SHALL CONTACT ENGINEER IN CASE OF ANY DISCREPANCIES. Z O COLD MILL EXISTING ASPHALT PAVEMENT TO A DEPTH OF 2 S INCHES, CRACK SEAL ANY EXISTING CRACKS IN THE MILLED SECTION AND PLACE TACK COAT AND APPROVED GEO-FABRIC PRIOR TO THE PLACING OF NEW ASPHALT PAVEMENT. z z O REMOVE AND REPLACE ANY DAMAGED OR BROKEN CONCRETE SIDEWALK AND CURB/GUTTER ALONG TO THE NEAREST JOINT a PER CITY OF INDIO REQUIREMENTS. a ® REMOVE EXISTING DAMAGED CURB RETURN AND REPLACE WITH = MODIFIED CURB RAMP PER C.O.I. STD. DET. 136 - TYPE "A", u AS SHOWN IN ENLARGED DETAIL. 3 0 O SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL EDGES, FREE FROM IRREGULARITIES. ❑ 5A SAWCUT, REMOVE AND REPLACE EXISTING PAVEMENT, CURB & GUTTER, AS REQUIRED FOR INSTALLATION OF FIRE HYDRANT. 0 © FURNISH AND INSTALL FIRE HYDRANT PER C.V.W.D. STD. DET. o W-33A. INSTALL 12" X 6" TSVB&C. INSTALL 6" D.I.P. CLASS o 350 WITH HIGH DENSITY POLYETHYLENE WRAP, LENGTH PER EXISTING LEGEND: - - - PROPERTY LINE CENTER LINE - CONCRETE CURB & GUTTE - WATER LINE E ELECTRIC LINE UE UNDERGROUND ELECTRIC r' CABLE LINE - TEL TELEPHONE LINE IRR IRRIGATION LINE G GAS LINE SS SANITARY SEWER LINE SD"- STORM DRAIN LINE ® WATER VALVE El ELECTRICAL VAULT .1TIEAUUKt3S SK MAY,111 AND SEC 29 . T. 5 S., R. 7 E., S.B 9. 6 M. BMCIAY G R O U P APN INDIO. CA m w m J Q_ N z 0 0 R a a L7t 0 0 s l7 Z i§ a w p a m fy O 0 I.P. No. 19-052 � m SHEET TITLE 1 o 2D On OFFSITE z IMPROVEMENT m z PLAN SHEET No. z 4OF5 � CITY FILE No. M Sim NOTES TO THE CONTRACTOR 1. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING ANY STREET IMPROVEMENTS OF HWY111. 2. THE CONTRACTOR SHALL PROVIDE MATERIAL AND MANUFACTURER OF GEO-FABRIC TO CITY OF INDIO FOR APPROVAL. 3. ALL PAVEMENT REMOVAL, CONCRETE REMOVAL AND CONSTRUCTION DEBRIS SHALL BE HAULED TO APPROPRIATE LAND FILL BY CONTRACTOR AS DIRECTED BY CITY OF INDIO. III DI G^, `ERT DIAL TOLL FREE 1-800-227-2600 zs AT LEAST TWO DAYS a BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3 1 CONTRACTOR: 1 x ►i ' HIGHWAY 111 (50MPH) STA=8+12 =36.14 • S STA=8+12.35 4, W OFF=23.93L W S _ U7 0 s I- STA-8+22.16 CC FF=34.39RLij ILL W S W z_ J U H Q CONSTRUCTION RECORD JENGINEERJ REVISIONS APWD DA7E BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF THE SOUTHEAST QUARTER OF BENCHMARK: ELEV=94-256' SECTION 29, BEING N89°39'16"E PER PMB 21W69fi1. STA=9+25.51 OFF=75.51L STA=9+23.58 OFF=36.07L STA=9+09.63 OFF=59.71L�� STA=9+24.97 OFF=23.90L 72.29 D TA S S TA • 11' 4S 5' 11 u' 11' 10' 10' 1r 17' 13' 10 TA 13, MATCH EXISTING STRIPING / I 10' r 1 r A I MATCH EXISTING STRIPING STA=10+53.64 OFF=79.32L STA=10+61.08 OFF=68.80L STA=10+68.85 /i/TOFF=62.37L STA=10+79.98 TOFF=58.37L HIGHWAY 111 STA: 10+00 = JEFFERSON j \ STREET STA: 50+00 STA=10+96.81 OFF=49.44L STA= 11+80.60 0+97. NOTE: ALL STRIPING ON THIS SHEET IS A RE -STRIPING OF EXISTING IN CURRENT LOCATION. MATCH EXISTING STRIPING HIGHWAY 111 (50MPH) STA=12+17.02 OFF=49.30L STA=12+82.52 OFF=11.35L-1- STRIPING LEGEND: TA 10' 12' I� 4DW ❑ ❑ 10' 10' 11' 11' 6SW 4SY D i o. A 8SW ❑ ❑ ❑ 0 4SW A ❑ ❑ ❑ 4Wi - - - - - S LTA o STA DESIGNER'S SEAL DESIGNED BY: SHAH FOR Cp�9 H F ENGINEER'S NAME: ALI FAKIH DATE 09 O6 2019 PERMIT V C74431 i TITLE: REGISTERED PROFESSIONAL ENGINEER R.C.E. No.: C 74431, EXP. 09130119 ° °� * NAME OF FIRM SUSTAINABILITY ENGINEERING GROUP 180421 4 CIVIL �Li p FIRM ADDRESS 8280 E GELDING DR #101. SCOTTSDALE, ARIZONA 85260 OF CAL11 WEB WNW AZSEG.COM 1"=30' TELEPHONE# (480)-588-7226 FAX# (480)-454-1097 APPROVER'S SEAL I TRAFFIC PLAN CHECKED BY: MARK GREE JUAN MAYA, P.E. CITY ENGINEER RCE No. C 68510, STA=12+82.02 OFF1=8.70L STA=12+82.57 OFF=1.26L STA=12+81.88 OFF=0.50R , 4" DASHED WHITE PAINTED STRIPE WITH RPM'S AT 48' O.C. PER CA MUTCD DETAIL 12. 6" SOLID WHITE PAINTED STRIPE PER CA MUTCD DETAIL 39. 4" SOLID YELLOW PAINTED LINE WITH RPM'S AT 48' O.C. PER CA MUTCD DETAIL 25. 8" SOLID WHITE PAINTED STRIPE WITH RPM'S AT 24' O.C. PER CA MUTCD DETAIL 38. 4" SOLID WHITE PAINTED STRIPE (100 FEET) WITH RPM'S AT 25' O.C. PER CA MUTCD DETAIL 34. 4" WHITE "CAT TRACK" PER CA MUTCD DETAIL 40. ADD A NON -REFLECTIVE WHITE PAVEMENT AT EACH END. TYPE III (L) ARROW PER CA MUTCD SECTION 38.20. SINGLE TURN TYPE N ARROW PER CA MUTCD SECTION 3B.20. I�Ip 11�11 1 1 .0 1 � 1 APPROVED BY: DATE: ZD TELEPHONE FAX (760) 3914047 (7601 342 - 6590 100 CIVIC CENTER MALL INDIO, CA 92201 VICINITY MAP NTS EXISTING LEGEND: PROPERTY UNE CENTER UNE CONCRETE CURB & GUTTER a it w- WATER UNE ELECTRIC UNE z a UE - UNDERGROUND ELECTRIC w s TEL TELEPHONE LINE I IRR IRRIGATION LINE LD G GAS LINE z - SS - SANITARY SEWER LINE z z - SD.- STORM DRAIN LINE ® WATER VALVE 71 ELECTRICAL VAULT 0 0 a Qa ZpZ � Q ~O SuS K J a W r � O I.P. No. 19-052 tL o SHEET TITLE �fteft m OFFSITE � z BMCT AY j� MPRPLANOVET PLAN o g � G R O U P SHEET No. f z 5OF5 � CITY FILE No. �+ p 'SITE ADDRESS SWC HWY.111 AND JEFFERSON STREEI, INE. , CA 92253 D-1995 EC. 29 T 5 S., R. 7 E„SB.B.BM APN. 600-020-021, 600-020-022 GENERAL ELECTRICAL NOTES 1. ELECTRICAL WORK SHALLY COMPLY WITH THE NATIONAL ELECTRIC C T ODE (LATEST EDITION), FEDERAL, STATE AND LOCAL JURISDICTION CODES. 2. ALL WORK SHALL BE DONE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION. 3. VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL RELATED COSTS IN THE INITIAL BID PROPOSAL. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL EXISTING UTILITIES AND AVOIDING DAMAGE TO SAME, CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UTILITIES CAUSED AS A RESULT OF HIS WORK. CALL (602) 263-1100 FOR BLUE STAKES. IRRIGATION LINES LESS THAN 2- WILL NOT BE MARKED AND SHALL BE REPAIRED IN KIND BY THE CONTRACTOR. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING WALKS, WALLS, DRIVES, CURBS, ETC. DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 6. PROPER PROTECTION OF THE CONSTRUCTION AREA FOR SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COVER ALL TRENCHES AT THE END OF EACH WORK DAY. BARRICADES SHALL BE INSTALLED AS DIRECTED BY THE OWNER OR THE PROJECT INSPECTOR. THE SITE AND ALL WORK SHALL CONFORM TO OSHA REQUIREMENTS. 7. ALL EXISTING LANDSCAPE, HARDSCAPE AND SPRINKLER SYSTEMS DAMAGED OR DISTURBED DURING THE CONSTRUCTION OF THIS PROJECT BY THE CONTRACTOR SHALL BE REPLACED IN KIND. 8. CONTRACTOR SHALL PAY FOR PERMITS AND INSPECTIONS AS MAY BE REQUIRED AND PROVIDE A CERTIFICATE OF INSPECTION TO THE OWNER. 9. PROTECT ALL MATERIAL AND EQUIPMENT INSTALLED AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS DEFECTIVE. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, AND LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK. 10. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. 11. IT IS THE OBLIGATION OF THE CONTRACTOR TO ORGANIZE HIS WORK SO THAT A COMPLETE ELECTRICAL, INSTRUMENTATION, AND/OR CONTROL SYSTEM FOR THE FACILITY WILL BE PROVIDED AND SUPPORTED BY ACCURATE SHOP AND RECORD DRAWINGS, AND ALL 0 & M MANUALS. 12. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, BURIED 24" MINIMUM BELOW FINISHED GRADE, UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS OR IN DETAILS. 13. PROVIDE EMT INDOOR AND GRS OUTDOOR FOR ABOVE GROUND CONDUIT. WHERE METALLIC CONDUITS COME IN CONTACT WITH DIRT, THEY SHALL BE HALF LAP WRAPPED WITH SCOTCH 50 TAPE TO 12" AEG. FITTINGS SHALL BE STEEL, THREADED TYPE WITH INSULATED THROATS. SECURELY ATTACH ALL SURFACE MOUNTED CONDUIT EVERY 10 FEET AND WITHIN 3 FEET OF EACH JUNCTION BOX, PER NEC ARTICLE 344.30. 14. MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS OR IN DETAILS. 15. ALL FEEDERS AND BRANCH CIRCUIT WIRE SHALL BE COPPER TYPE XHHW (75 DEGREE C) FOR BELOW GRADE INSTALLATIONS (AND CONDUIT RISERS) AND THHN/THWN (75 DEGREE C) FOR ABOVE GRADE INSTALLATIONS. MINIMUM SIZE SHALL BE #12 AWG, UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS OR IN DETAILS. ALL WIRING SHALL BE IN CONDUIT. 16. A SEPARATE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR (BOND) SHALL BE INSTALLED WITHIN EACH RACEWAY PER NEC CODE. 17. WHEN A PANEL IS SUPPLIED BY A FEEDER OR BRANCH CIRCUIT, ANY INSTALLED GROUNDED CONDUCTOR SHALL NOT BE CONNECTED TO THE EQUIPMENT GROUNDING CONDUCTOR (GEC) OR TO THE GROUNDING ELECTRODE(S) PER NEC ARTICLE 250.32(B). 18. BOND ALL ENCLOSURES PER NEC ARTICLE 250.96. 19. CONTRACTOR SHALL PLAN AND INSTALL WORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. 20. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, ETC. NECESSARY FOR A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WHETHER OR NOT THESE ITEMS ARE SPECIFICALLY NOTED ON THESE DRAWINGS. INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS, NOR MENTIONED IN SPECIFICATIONS THAT CAN BE LEGITIMATELY AND REASONABLY INFERRED TO BELONG TO THE WORK DESCRIBED OR BE NECESSARY IN GOOD PRACTICE TO PROVIDE A COMPLETE SYSTEM, SHALL BE FURNISHED AND INSTALLED AS THOUGH ITEMIZED HERE IN EVERY DETAIL, DI GAL-ERT aAL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I CONTRACTOR: T CONSTRUCTION RECORD ENGINEER REVISIONS APP'DJ DATE BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF THE SOUTHEAST QUARTER OF BENCHMARK: ELEV = 94.266' 1SECTION 29, BEING N89°39'16"E PER PMB 21WS941 DEBEHU CROBORD/ no Ho 09 CL% SURIEEIr L ON'T [PLz%H 21. ALL TRENCHING, CONDUITS, ETC. SHALL BE ROUTED AND INSTALLED IN SUCH A MANNER THAT WILL NOT DAMAGE EXISTING FACILITIES. SHOULD DAMAGE OCCUR, IT WILL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR DAMAGE TO THE SATISFACTION OF THE OWNER OR INSPECTOR. 22. ALL CONDUIT RUNS SHOWN ON THIS PLAN ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL MAKE SURE THAT ALL CONDUIT, ETC. FALLS WITHIN THE CONSTRUCTION AREA/RIGHT OF WAY. (THIS INCLUDES MAINTAINING ALL REQUIRED CLEARANCES.) 23. WHEN CROSSING PATHWAYS OR SIDEWALKS, CONTRACTOR SHALL BORE UNDER EXISTING CONCRETE WALKS AND SAWCUT ASPHALT WALKS. ASPHALT WALKS SHALL BE REPLACED IN KIND. 24. CONTRACTOR SHALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP AND MATERIALS, USUAL WEAR EXPECTED, AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR ACCEPTANCE OF THE PROJECT BY THE OWNER, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE WHATSOEVER TO THE OWNER. 25. CONTRACTOR SHALL IDENTIFY SERVICE ENTRANCE SECTION MAIN SERVICE DISCONNECT(S) WITH 3/32-INCH THICK LAMINATED PHENOLIC TYPE NAMEPLATES WITH 1/4-INCH MINIMUM HEIGHT LETTERS. NAMEPLATE TO BE BLACK MATTE FINISH SURFACE WITH WHITE LETTER ENGRAVING. ATTACH NAMEPLATE TO THE OUTSIDE PANEL FACE WITH TWO STAINLESS STEEL SELF -TAPPING SCREWS. NAMEPLATE SHALL READ "SERVICE DISCONNECT" PER NEC ARTICLE 230.70(B). 26. ALL CIRCUITS SHALL BE LEGIBLY IDENTIFIED AT THE PANEL, JUNCTION BOXES AND AT ALL EQUIPMENT IN A PERMANENT MANNER (I.E. ETCHED PLATES, CONDUCTOR TAG, PERMANENT MARKER, ETC.). THE LABELING SHALL INCLUDE PANEL CIRCUIT NUMBER, "TO" AND "FROM" IDENTIFICATION, AND MARKED "SPARE" WHERE APPLICABLE. 27. CONTRACTOR SHALL TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS AND MEGGER TEST FEEDERS AND BRANCH CIRCUIT WIRING. CONTRACTOR SHALL INSURE LOW IMPEDANCE GROUND PATH SYSTEM. PROVIDE CERTIFIED TEST RESULTS FOR MEGGER TEST TO OWNER UPON COMPLETION OF PROJECT. 28. CONTRACTOR SHALL PERFORM HIGH POTENTIAL (HIPOT) TESTING WHEN REQUIRED BY LOCAL JURISDICTION OR OWNER. 29. CONTRACTOR SHALL PROVIDE A GROUND -FAULT COORDINATION STUDY AND PERFORM RECOMMENDED SETTINGS ON NEW OVERCURRENT PROTECTION DEVICES, AS NEEDED OR WHEN REQUIRED BY LOCAL JURISDICTION OR OWNER. PROVIDE LABELS ON EQUIPMENT INDICATING SETTINGS. 30,CONTRACTOR SHALL PROVIDE AN ARC -FLASH STUDY WHEN REQUIRED BY LOCAL JURISDICTION OR OWNER. PROVIDE ALL APPLICABLE LABELS ON NEW EQUIPMENT AFTER STUDY IS COMPLETED. 31. ALL CONDUIT AND J-BOXES SHOWN SHALL BE CONCEALED WHEN POSSIBLE. WHEN NOT POSSIBLE, CONDUIT AND J-BOXES MAY BE SURFACE MOUNTED WITH PERMISSION OF THE OWNER OR OWNER'S REPRESENTATIVE. CRC PREPARED FOR PERMIT 19120 +& i 1 + b �o a Q 0Z) 03 mU ,n n � x N.w LEGEND Rft LED EQUIVALENT TO uJHPS (low LUMEN) STREET LIGHT o EXISTING TRAFFIC SIGNAL WITH LUMINAIRE APPROXIMATE PROPOSED UTILITY TRANSFORMER LOCATION, FOR REFERENCE ONLY DESIGNER'S SEAL DESIGNED BY: RANDALL SCOTT WRIGHT „K Ess/ 5C0 % j� „2v Qy ly, O " Q = Na. E18874 s * EXP. 09/30/19 .A. REGISTERED PROFESSIONAL ENGINEER R.C.E. No. E18874, EXP. 09/30/19 07109119 ENGINEER'S NAME DATE TITLE R.C.E. No. XXXXX, EXP. MM I DDI YY NAME OF FIRM WRIGHT ENGINEERING CORPORATION FIRM ADDRESS 165 E CHILTON DR, CHANDLER AZ 85225 \T9jz``£CTRIGP��P WEB www.wrightengineering.us 32. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT CONNECTIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. PROVIDE ADDITIONAL FUSED DISCONNECT SWITCHES AND CONTROLS IF OVERCURRENT PROTECTION OR CONTROLS IS NOT INTEGRAL WITH UNITS. 33. ALL EQUIPMENT SHALL BE FUSE SIZED PER MANUFACTURES RECOMMENDATIONS AND U.L. APPROVAL. 34. ELECTRICAL DEVICES, DISCONNECT SWITCHES, ETC., SHALL BE SUPPORTED INDEPENDENT OF AND ISOLATED FROM EQUIPMENT VIBRATIONS. 35. ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE NEMA-3R OR NEMA-4 ENCLOSURES. 36. PRIOR TO POURING THE POLE BASES OR COVERING ANY ELECTRICAL CONDUITS, CONTACT THE INSPECTION DEPARTMENT 24 HOURS IN ADVANCE FOR APPROVAL. 37. MATERIALS SHALL BE NEW AND OF THE BEST QUALITY WITH MANUFACTURER'S NAME PRINTED THEREON. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, UNDERWRITER'S LABORATORY OR OTHER APPLICABLE STANDARDS AND RATED FOR HEAVY DUTY SERVICE. 38. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. ALL 15 AND 20 AMP, 125 AND 250 VOLT, NONLOCKING RECEPTACLES INSTALLED OUTDOORS SHALL BE LISTED WEATHER -RESISTANT TYPE. ALL WEATHERPROOF WHILE IN -USE RECEPTACLE COVERS SHALL BE METAL. 39. SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE DRAWINGS AND/OR SPECIFICATIONS. THE USE OF MANUFACTURER'S NAME, MODEL, AND NUMBER IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, USEFULNESS AND BID PRICE. CONTRACTOR SHALL SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL (PRIOR TO ORDERING MATERIALS) COPIES OF EQUIPMENT SHOP DRAWINGS AS FOLLOWS: 1) LIGHT FIXTURES, 2) POLES, 3) POLE BASES, 4) SERVICE ENTRANCE SECTION, 5) ELECTRICAL EQUIPMENT, 6) DISCONNECT SWITCHES, 7) TIME CLOCKS AND OTHER CONTROLS, 8) LIGHTING CONTACTORS AND 9) PULL BOXES. AT THE TIME OF EACH SUBMITTAL, THE CONTRACTOR SHALL DEFINE AND DELINEATE IN WRITING ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. THE REVIEW WILL BE ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND FOR COMPLIANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. THE REVIEW OF A SPECIFIED ITEM, AS SUCH, WILL NOT INDICATE REVIEW OF THE ASSEMBLY IN WHICH THE ITEM FUNCTIONS. REVIEW BY THE OWNER OR OWNER'S REPRESENTATIVE WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS IN THE SUBMITTALS NOR FROM HIS RESPONSIBILITY FOR COMPLYING WITH THE CONTRACT DOCUMENTS. 40. THE SUBMITTALS SHALL BE NEATLY GROUPED AND ORGANIZED. PERTINENT INFORMATION SHALL BE HIGHLIGHTED, AND THE SPECIFIC PRODUCT SHALL BE IDENTIFIED. ALL SUBMITTALS SHALL BE COMPLETE, AND PRESENTED IN ONE PACKAGE. THE SUBMITTAL SHALL INCLUDE A COMPLETE LIST OF THE EQUIPMENT AND MATERIALS, INCLUDING THE MANUFACTURER'S NAME, PRODUCT SPECIFICATION, DESCRIPTIVE DATA, TECHNICAL LITERATURE, PERFORMANCE CHARTS, CATALOG CUTS, INSTALLATION INSTRUCTIONS, AND SPARE PART RECOMMENDATIONS FOR EACH DIFFERENT ITEM OF THE EQUIPMENT SPECIFIED. 6+00 +0 a HWY III CONSTRUCTION NOTES trto 10230 1 LED EQUIVALENT TO HPS LUMEN STREET LIGHT LEOT K GREENC RA O Q ?iIBNL (�,9qC ) E OB M4bf8i6 INSTALLED PER CITY OF INDIO STANDARD PLAN NO. 201, 202, 203 (CASE B), AND 205. WL - W+ab 6�cM2-NON-MV-3R-iy-70e+-PII:67- CT 2O 1.5" GRAY SCH. 40 PVC CONDUIT W/ (2) #6 THHN SOLID CONDUCTORS (ONE BLACK AND ONE WHITE) FROM POLE HANDHOLE TO POWER COMPANY TRANSFORMER. CONTRACTOR SHALL VERIFY POINT OF ELECTRIC SERVICE LOCATION AND SPECIFICATIONS WITH POWER CO. PLANS PRIOR TO TRENCHING. O3 1.5" GRAY SCH. 40 PVC CONDUIT W/ (2) #6 THHN SOLID CONDUCTORS (ONE BLACK AND ONE WHITE). PLAN CHECKED BY: APPROVER'S SEAL I APPROVED BY: JUAN AYA, P.E. RCE No. C 6851C. HWY 111 THIS --� PROJECT O NORTH AVE 48 VICINITY MAP N.T.S. QUANTITIES NEW STREET LIGHTS: 2 in Z o LLI U- LL LU a � A lip NORTH GRAPHIC SCALE 40 20 0 20 40 80 1 INCH = 40 FEET TELEPHONE FAX I G HT (760) NE p6013a2-6590 > engineering corporation ELECTRICAL ENGINEERING AND DESIGN 165 EAST CHILTON DRIVE • CHANDLER, ARIZONA 85225 ITY ENGINEER PHONE 480.497.5829 • FAX 480.497.5807 www.wrightengineering.us Project# 19120 p1 100 CIVIC CENTER MALL SITEADDRESS DATE: Cl LV INDIO, CA 92201 SWC HWY. 111 AND JEFFERSON STREET, INDIO, CA 92253 www.indio.org SEC Z) T 5 S.. R. 7 E See &M ARK 600 021, t=0 M922 IA=Zr*M&]111;'M SHEET No SL1 OF 1 SHEETS TELEPHONE # (480) 497Z829 FAX # D1995 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2024-0051 The followina shall always avvly: 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 ('/4") 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 three inches (Y) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2024-0051 Demo & Install Sidewalk and Street Lights in Indio; Traffic Control Only in La Quinta / Hwy I I I and Costco Dr In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee is responsible for obtaining a valid separate permit from other City, or County jurisdictions if any of the work or traffic control devices extend into other City, or County right of way. 4. The permittee must compact any disturbed soil within the paved right of way back to its original condition or compact to a minimum density of 95% based on ASTM D1557 and be placed while the soil is at +/- 2% of optimum moisture, which ever compacting effort produces the greatest density. 5. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent. Temporary (Cold Patch) is not acceptable as an approved asphalt mix. The asphalt shall have a thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or greater based on maximum density obtained by the ASTM Marshall Mix Design Method. 6. AnCor In. (Chelsea Brazie), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 8. 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. 9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 4 PERMIT NO. ENC2024-0051 Demo & Install Sidewalk and Street Lights in Indio; Traffic Control Only in La Quinta / Hwy I I I and Costco Dr 10. 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. 11. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 12. 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. 13. 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. 14. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 15. 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. 16. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random pothole backfill compaction and testing if requested by the inspector. 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. Special Conditions Page 2 of 4 PERMIT NO. ENC2024-0051 Demo & Install Sidewalk and Street Lights in Indio; Traffic Control Only in La Quinta / Hwy I I I and Costco Dr 17. 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. 18. 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 19. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 21. 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. 22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 23. Access and egress to all local properties shall be maintained at all times. 24. 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. Special Conditions Page 3 of 4 PERMIT NO. ENC2024-0051 Demo & Install Sidewalk and Street Lights in Indio; Traffic Control Only in La Quinta / Hwy I I I and Costco Dr 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'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. 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. 25. 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. 26. 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. 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28. 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. 29. If it is the intent of the permittee to cut the pavement and have it restored by a third parry, 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 4 of 4 / A� " CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 04/26/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Sharon Frink NAME: Brown & Brown Insurance Services, Inc. PAHONri Ext : (315) 671-8874 aC, No E-MAIL Sharon.Frink@bbrown.com ADDRESS: 500 Plum Street, Suite 200 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: The Continental Insurance Company 35289 Syracuse NY 13204-1480 INSURED INSURER B: Transportation Insurance Company 20494 INSURER C : An Cor Inc. INSURER D : 831 James Street INSURER E : INSURER F : Syracuse NY 13203 COVERAGES CERTIFICATE NUMBER: 5/1/24-25 Master 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 INSURANCEADDLSUBR INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 �X OCCUR DAMAGE TO PREM SES Ea oNcRETE ante $ 100,000 _7CLAIMS-MADE IVIED EXP (Any one person) $ 15,000 PERSONAL &ADV INJURY $ 1,000,000 A N N 2094615627 05/01/2024 05/01/2025 LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO ❑ LOC JECT: MOTHER PRODUCTS-COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANYAUTO B OWNED SCHEDULED AUTOS ONLY AUTOS N N 2094615630 05/01/2024 05/01/2025 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED HNON-OWNED AUTOS ONLY AUTOS ONLY X UMBRELLA LIAB M OCCUR EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 A EXCESS LABCLAIMS-MADE N N 4027244129 05/01/2024 05/01/2025 DED I X1 RETENTION $ 10,000 $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/ N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? N (Mandatory in NH) N/A N 294615644 05/01/2024 05/01/2025 PER X STATUTE ERH E.L. EACH ACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of La Quinta ACCORDANCE WITH THE POLICY PROVISIONS. 78495 Calle Tampico AUTHORIZED REPRESENTATIVE La Quinta CA 92253 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 00179620 LOC #: ADDITIONAL REMARKS SCHEDULE Page of AGENCY Brown & Brown Insurance Services, Inc. NAMED INSURED AnCor Inc. POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS ITHIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance LIST OF NAMED INSUREDS BY TYPE OF INSURANCE: General Liability Named Insureds include AnCor Inc.; 831 James Street LLC; AnCor Inc. dba AnCor of New York Inc.; AnCor Inc. of Arkansas; AnCor Inc. of Nevada; AnCor Inc. of New York; AnCor Inc. of Ohio; AnCor Inc. of Utah; AnCor of Michigan, Inc.; AnCor of New York; Commercial Air Systems LLC; Interstate Properties LLC; AnCor, Inc. of New York {FN}; AnCor, Inc. dba New York AnCor, Inc.; AnCor, Inc. {New York} Umbrella Liability Named Insureds include AnCor Inc.; 831 James Street LLC; AnCor Inc. dba AnCor of New York Inc.; AnCor Inc. of Arkansas; AnCor Inc. of Nevada; AnCor Inc. of New York; AnCor Inc. of Ohio; AnCor Inc. of Utah; AnCor of Michigan, Inc.; AnCor of New York; Commercial Air Systems LLC; Interstate Properties LLC; AnCor, Inc. of New York {FN}; AnCor, Inc. dba New York AnCor, Inc.; AnCor, Inc. {New York} Liability Named Insureds include AnCor Inc.; AnCor of New York Inc.; Commercial Air Systems LLC; Interstate Properties LLC Workers Compensation Named Insureds include AnCor Inc.; AnCor Inc. dba New York AnCor Inc.; Commercial Air Systems LLC; AnCor Inc. dba AnCor of New York Inc. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. 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suq obet91101.12 sj s aluale cou2jtncl!ou bt01ecj' excebj gswsaea pecsnee of pogllA julnLA of bLobe4A gswsae 3- Dswsaea nuget ConeLsae V' csnaeq pA occrnLeucea mplcp csuuol pe sgupnjeg aolelA 10 ouaolua A- Dsweaea nuget ConeLaae B' teastgleea of 1pe unwpet of Iocs1!ou2 of c0u2jtncjl0u bt01ecj2 lunolneq' B' dll: c01.1241.1"Ic41ou btolecl ceuetsl yaateasje flw!10j suA 01pet c01.124tncllou btolecj- btoleCl' i3ncp bsAweuja 2N911 u01 tegnce 1pe ceuetsl yaateasle I-lwll 21,10mu lu 1pe DeClstsj10U2' not jpe jpsl 51.12e jtow occrnLeucea of scclgeule mplcp csu pe sjjupnjeq aolelA jo welolua obetsl1oue sl jpsl coualtnapou 3' V11 weglcsl exbeu2ea nuget ConeLaae C' 1pe bLognega-cowblejeq obeLa;loue pesaiq' suq J- dll gswsaea nuget ConeLsae V' excebl goweaea pecsnee of pogllA luIn A of bLobe4A gowsae Iucingeq lu I2 1pe wo2j 1pe lu2ntet mill b9A Jot jpe 2nw ol: bt01ec1 ceuetsl yaateasle F1w11' ednsl jo 1pe swonul of jNe ceuetsl daateasle l-!11111 21-10mu lu We DeClsts1101,12' V, bot escp C01,121tnc11ou btoleCl smsA gow btewlaea jNe Neweq juarneq Omu2 of teuj2' s 2ebowle couajtncl!ou JJ' CENEHVr VC0UECVIE rniz OE INanUVNCE - bEH bUOIECI sbblA jo pogllA lulnLA of kobeo gswsae teanljlua jtow jNe nee of tes201.15ple 40tce jo btojecj beLeoue of btobetlA- BogllA MnLA of 6Lob" gswsae exbecjeq of Iujeugeq Jtow 1pe alsugbolul of jNe juarneq• 1ple exclnalou goes uol Exbecleq oL p4eugeq julnLA 1p!a 11,121"Itsuce goe2 uo1 sbblA jo: Exclnalous la sweugeq jo geleje 1pe exclneiou eujllleq Exbor4eq oL lu;eugeq lu1mA suq teblsce Il mllp jpe jollomlua: Puget COAEIIVCEB' COAGL9ae V — BOMA Iu1ntA suq bLobe4A Dswsae I-Ispno' 1pe bstsatsbp euppeg 40" MECIED ON INIENDED I41f1HA — EXCEbIION Lou HEV20NVBrE EOHCE luameq,a pnepeea- Naweq luarnege ste luarnegs m!lp teabeel jo ancp abonme, scla' eu01.2 of 0111182101,18 !u 1pe cougncl of 1pe 14sweq abonee of s uslntsl betaou Nsweq luanLeq suq 1pe abonme of wewpeta of bstlueta 01 lolul Aeujnte of bs4uet2N!b tebte2eujsllne' of abonae onjalge 1pe acobe of ancp bet20u,2 csbscllA of alslna se ancp' btonlgeq pomenet jpsj 1pe luanteq jo ancp abonae• A0 conetsae la btoAlgeq Jot suA scj' ettot of 01111221ou 01 su e21s1e' pelt' leas) gawsaea Jtow wsulsl cowwnullA btobeO' lolullA pelq bLobe4A of btobetlA jtsuajetteq Jtow ancp usjrnsl betaou EugoLBOWGUS - 146M AoNK COUSLOCIOLa, CsusLsi rispillIA EXIGUBIou C%%d C14Y bVINnonin CobALlaui CNN NII kilaUta UeaeLAeq• lucingee coblklOpleq wgieusl of IuanLeuce 2ev4eea 014Ice' lue" mllU Ile beLLulaalou lU2nLeq Aswe: V14COI3' IMC IY6 Cou4:Tueu4:9T Iusnzsuce Co • E46CI!Ae Dsle: 02\OT\3033 bsae a of l-\ EugoLeeweui No: 3 CVyI,tIo2WA(8-J2) bol!cAmo: soader2esa yuA sclnsl oL speaeq q!euoueel' CLIWIUsI oL wsllc!one scl' SUOL OL OW1e21OU• DlapoueD A oL CLlwe oueulsl!OU• su 1uQ!Algnsl,2 LSCe' cteeq' COIOL' sae' aeugeL' Us11OUSl oUa!u' Lellalou' gl2spll!IA' WOLII9I 2isln2 oL zexnsl SUA SClnsl OL slleaeq q!BCLIWIUSiIOU' unwilisliou OL uSL9e2Weui' !ucinglua pni uol l!w!;eq to clalwa psoeq ou Dlacuwluellou 1Nlz Iu2nLsuce goee uoi sbblA lo: 111• sqq iue lollomlua sgg1pousl excln2loue: Iiwiieq io exbLe22 MSLLSUIIee OL anSL9u4ee2• lue luenLeq,e Seinsl OL slleaeq llsp!IIIA nugeL SUA OL9I OL MuueU COu1LSCl oL SaLeeweul' Iueinglua pni uoi CoulLoclnei nspumA ip!z Iu2nLsuce qoee uoi sbblA lo: II' gelele lue exclnelou eupileq Cougue4nei nopmA suq Leblsce 1i milli 1pe }o1lomiva: IiSP!II A !uznLSuce 9ns115ple to iue IuenLeq (oL MNICN monlq usne peen SASIIsple pnl JOL exusnellou of Ile 1N!2 exclnelou sbbl!e2 oulA it iNe pogllA 1ulnLA Su2lua ILOw S peagN csLe lucigeus i2 COAeLeq pA Oluel. 0 1' sqq iue 1o1lom!ua to lue EwbloAeLa rlgma exclnzlou: Exclnaioue ie sweugeq lo: o B' nug8L COAEUVGEB' COAeLaae V — Bog11A luinLA auq bLobOL1A Dswsae n9p1 uk iNe bSLsaLsbu eulllleq M suq pe geeweq to Nsne occnLLeq si lue ilwe of iNe 1!L?j scl' eLLOL' OL 01111221Ou jpsi ja bsLI of iNe ocenueuce' (3) iue pogllA 1ulnLA l!L2i occnLe gnuua lue bollcA beuoq- VII pogllA 1ulnLA suelua ILOW su occnLLeuce mill (j) 2ncp pogllA 1ulnLA Ie csnoeq pA SU occnLLeuce iusl isKee blsce w 1pe eomeae jeLLuoLA' 1ue Naweq luenLeq,a bLIWSLA pnewsze bnLboae' suq oulA it: p- lule luamuce sbbllee to pogllA 1ulnLA bLoAlgeq lull iNe bLoleeelousl pesilu csLe 2ewce2 sLe !uc!geuisl io N luanuu8 VeLeeweu� 12 sweugeq to Leblsce bsLsaLsbu2 p (�) suq p (S) Miiu iu81 1 mlua: o V• flugeL COAEUVGE2' COAeLUae V — Bog11A lulnLA auq bLobeLlA Dsweae nepum' iue bsLSaLsbu eulllleq W 0 20lelA Mllu Lezbeci io pog11A 1ulnLA iusi 91.12ee oni of s lieagp csLe 1uclgeig: w 43' INCIDEavr HEVUH CVHE WVrbHVCilCE COAEHVGE 4 d o lU8nLeq' w, 14sweq luenleq' Mill pe ilesleq IU 1pe 291118 WSUUCL 02 iuonau iue SCIIOU MCLe IU beLSOusw saslu2l iue pleweq y y dnsz! 1u Lew Sci!ou sasluai SUA Aeoeel omueq OL obeLsieq pA oL JOL iue 14uweq luanLeq' oL cusLleLeq pA OL JOL lue 43' IN kIEW VC1I0142 2ilbnlsieq. E' lue bLOA121OU2 of rIWIl2 OE imentJVNCE uoi olueLmiee woq!l!eq pA iule eugoL2eweul 2pS11 couilune to sbblA se l!welsplee' iue bLoleCl Mill 21!11 pe geeweq io pe lue 29We COU2lLncl!ou bLoleci' iueu LeelsLieq' oL ii iu8 Sniuouseq COUILsci!ua bs4!e2 geAisie ILOw blsue' pinebuulz' geeiaue' zbecilicslloue OL E' it s 2luale COUelLncllou bLoleCl SMSA lLow btewlaee omueq pA OL Leuleq to iue luanLeq use peeu Spsugoueq suq EugoLeeweul - 146M AOLIK COUSLOCIoLOa Ceusl.si nommA EXIGUBIou C%xv C14V bVUVWonmi CobAL18P1 CLAY MI IjIHPP HeasuAeq• lucingea cobAgapleq umlegsl of luarnsuos eeuycea olllce' luc•' Mllp Ita beiwlealou, Iu2nLeq plswe: VMcox' I14c - IF6 c0u9Tu6ul:9T Iusnzsucs co • E4eellAe psle: 02\OT\3053 brae l0 of 41 EugoL2eweul Ho: 3 cwvIIx02V1.1 (8-42) bOIICA Igo: 30adeT2e3A pnewezz' suq ylsweq IuenLeg OL Mplle be4OLWlua gnjle2 Lelsleq To 1pe cougncl of 1pe Hsweq IuanLeq,a (j) pogllA Iu1nLA To s co-ewbloAee mp!le lu 1pe conies of 1pe co-9wbloAee,9 ewbloAweuj pA 1pe jpe ylswoq IuenLeq,a ewbloAeea Me IuenLega mllp Lezbecl To: s• sqq 1pe jolloMlua: ill, sweuq 1pe gellulllou Oj Iu2nLeq TO: 2luale occnLLeuce' COWWou jscl' CILcnwelsuce' 2llnslloU' lLsuzscllou' eneuj' sgAlce OL gecl2lou mill pe coualgeLeq To cou2jljnle s 0ccnLLeuce Wesue s pesllp csLe luclgeLq- yll scl2' eLLOL2 OL OW1221OU2 1psl sle loapsllA couuecjeq pA 9uA 11• gelele 1pe gelluljlou of ooenueuce suq Leblsce Ij mljp jpe jollomlua: lush OL bLogncj jew!ua, bLo4e881Ousl POOMP COLO aeLAlCea goes uol lucinge suA aeLAlcee LeugeLeq lu couuecjlou mllp pnwsu cllulcsl 1• OlpeL sllleq pesllp bLojezzlousl' OL 1- 2beeep 1peLsbl2l' p• baAcpoloal2l' a- bpA2lcsllpeLsbl2j' V peujizl' 0' bsLsweglc' q- EWOLaeucA weglcsl lecpulclsu' c- pinLae bLscjijlOueL' p• WnLze' 0. bpAelclsu' jpe exjeul jpeA Me gnlA Ilceueeq 92 LednlLeq: peneLsaea' wegicsl anbbllee OL sbbllsucee pA jpe jollomlua bLOAIgeLe lu jpelL csbscllA s2 2ncp pnl eolelA To bLojeaalOusl pesgp caLe asuices wesu2 suA pesllp COLO MAIM OL jpe Lelsjeq jnwlaplua of jooq' p- Oooq gswsLljsu OGLAlce2 LeugeLeq lu su eweLaeUCA suq joL Mplcp uo bsAweul le gewsugeq oL LecelAeq• a- bLoyeaalousl peopp csLe asuucea ou pepsll of 1pe ylsweq Iu2nLeq OL MOLKeLO lU jpe LeugeLlua oj: H681111 COLO Iuclgeul wesu2 su scl' eLLOL OL OW1221OU pA 1pe Hsweq Iuameq,a ewbloAeea OL Aolnu;eeL I• sqq jpe jollomlua gejiuljloue: C' DELIM1110142 I2 sweugeq To: VUA pesllp csLe Iuclgeul joL MPlcp coneLsae IE excingeq pA eugoL2eweul, 20LAICOO Exclngeq PA Eugo eewout OL locsl aoneLUweulsl bLOaLSW' suA sclnsl OL slleaeq AIOIsjIOU 01 ISM Mllp leabecj l0 lNeglCsle' Inleglcslq' 1UCSLe OL suA 21WI19L jegeLsl' 249le WeglcsLe\Weglcglq ELenq EugOLBGWGUI - 14GM AONK COUSLOCIOLOa CsusLOi nopinIA EXIGUSIOu C%%d CHn bvHvwonmi CobTgaU[ CNV Vll kilBple yeaemeq lucingea cobryauleq ureiegsl oy luarneuce 2einloea OAlce' luc" nulU Ile beiwlaalou• luanLeq Nswe: ymcos ` ncc - lye 0004:Tusu4:sr Iuarrzsuce co • E4eC11Ae D9le: 02\Or\5053 brae 11 0111 Eugot2eweul No: 3 CiAv-vt1o2w), (8-12) bCl!CA No: 3oadei2en Exclnwoua lE sweugeq to gelele excln2lou 1- Dawsae 10 bLobe4A !u ll2 eUI!LelA suq Leblsce 11 mllp 1pe lollomlua: v- nugeL COAENWE2' CoAasae V — gogIIA lu1rnA auq bLobe4A Dswsae nsplllla' tpe bsLsaLsbp eulllleq M211uED2 CVUE' CI1210DA Ou CONIuOr ae' rECVI' rIVBIrmA — DVWVCE 10 buEW12E2 \ VrIENVIED WEII \ buObEu1A IN 1HE HVWED HEIM zee 1psl bLOA121ou JOL 1pe gellulllou of couaoligateq (mLab-nb) luonLouce bLoaLaw- eulllleq MuVb-nb EUEN210N: OCIb' CCIb' Ou CON20rIDVIED (Muvb-nb) IN2nuVNCE buOC1iVW2' lu1nLA 1psl monlq olpeumlae pe coneLeq nugeL 1pe Couasc w CeueLel rIsplINA ExIeualOu EugoLaeweui bLOA1210u c• spone, Qnt 1pl2 bLOA121ou mill uol 2eLAe to excinge pogIIA 1u1n A' bLobeulA gswsae OL beLaouel auq agAeutlalua luamauce bt0aL9w' tpeu 2ncp IuenLsuce mill slmsA2 pe cou2lgeLeq Asllq suq COIIeCIlple JOL tpe bntboee of buLuaL9bp 11 1pe 1011,11 AeulnLe' bsLlueLeplb OL Ilwlleq IIsp!I!IA cowbsuA 12 OL M92 lusrneq nugek s couaollgajeq (mob-nb) Ilwlleq IIsP!I!IA cowbsuA' suq c- 1pele 10 uo 0lpeL A911q suq collecllple Iuamsuce bnLcpsseq 2beclllcspA to wenie 1pe bsyueL2plb' 1011.11 AWIMS OL p• 1pe pogIIA lu1rnA 01. bLobeLIA gswsae 11121 occnueq slteL ancp teLwlusllou gsle' suq bewoual auq agneujlalua Iu1rnA 91.121ua onl of 2ncp olleuse l!121 occnueq 94leL 2ncp 1e1,11llusllou gsle' a• suA o4euee alAlua u2e to beLsouel auq sgneulalua lulnul occnueq b110L 10 2ncp teLwlusllou qsle' suq 1pe !l2 lulete2l lu 2ncp lolut Aeulrne' bs4ueLeplb oL Ilwlleq I!sP!!!IA cowbsuA pnt oulA to 1pe exteul 1psl: 1!sp!!!lA cowbsuA teLwlusleq bLIOL 10 0l gnuua tpe bollcA beuoq' 2ncp 149weq luameq !2 su luanLeq Mllp iesbect to M92 s 1011.11 Aeuln1.e0 bs4ueL' oL wewpe4 019 Ilwlleq I!sp!!!lA cowbsuA suq 2ncp Iolul AeulnLe' b94UGLaplb oL Ilwlleq Ilwlleq 1!sP1IIIA cowbsuh fps; l2 not 2pomu s2 s NBweg luanleq w We Decl9l9tl0U2' excebl 1psl 111Ne Naweq luenLeq No beLaou OL oLasulsstlou 12 su luarneq mltp Le2bect to tpe cougncl of suA cnu.eut OL bs2t bs4uemp1b' 1011.11 Aeutrne oL MHO 12 VN I42nWED Ia sweugeq to gelele 1la Isal bsLsaLsbp suq Leblsce !1 mllp 1pe lollomlua: 44' 101110111 AE11011inuE2 \ MINEu21-11Ib \ rIWUED rIVBII'iu COWbVNIE2 40L lusnLsuce bnLCpseeq 2beclllcsllA pA 1pe Neweq luanLeq to pe exceas of pa conusae- lu2nusuce OL L12K lLsuoleL IuslLnweul' MpetpeL bllwsu\' exce22' coulluaeut of ou 9uA otpet p9212' excebt (a) to tpe exleul 1p12 IU2nLsuce sbblle2' 11 12 exce22 oneL 9UA olpel. Asllq suq colleCtlple lusnLsuce' aell- p- Exceaa luarnauce OWeL. Iuarnauce lollomlua: D' 1pe 0Jpet luarnsuce eouglllou l2 sweuqeq to gelele bsLsatsbp p-(j) lu 112 eulnelA suq Leblsce if mllp 1pe p- gelele 2npbsLsatsbpa (e)' (p)' (c) auq (q) of b9LsaL9bp 3-e-(j) of MHO 12 VH IN2f1uED' mpeu 2ncp pogIIA Iu1nLA su2e2 ont of 9 pesgp eeLe luclgeus, Iuarneq OL mplle be4oLwlua gnl1e2 Le191eq to 1pe cougncl of 1pe Naweq luanLeq,e pn2lue22: (S) pogIIA Iu1nLA to su ewbloAee mp11e !u 1pe conLae of 1pe ewbloAee,a ewbloAweul PA tpe Naweq Naweq IuanLOq,a pn2lue22' suq (j) pogIIA Iu1nLA to s co-AOlnUlOOL MOLKOL mplle be40Lwlua gnlle2 Lelsleq to 1pe cougncl of 1pe 1pe Nsweq luanLeq,a AOlnu;eeL MOLVOLV 91.e luarnega Mllp Leabect to: mpeu 2ncp pogIIA Iu1mA su2e2 onl of 9 peegp COLO Iuclgeu;• Naweq Iuarneq,a pn2lue22' (S) pogIIA Iu1nLA to s Aolnu;ee11. MOLKeL mplle be40Lwlua gnlle2 Lelsleg to 1pe cougncl of 1pe EugOLaswsuI - MGM AONK COUJILOCIOLB, CsusLsi rispillIA EXIGURIOu C14Y bYHYvionn Cobh48ui CNM vil kil8uie Seeeu+eq• lucingee cobMl9pieq wateilel of Iuennauce 0ewcea ounce' Iue" Nip I@ beLwlUUIou' Iu2nLeq Hswe: vmcoS' I14c - spe couFTueuj:sT Iuanzsuce CO • EOCllne ps1e: 02\OT\3033 bsae J5 oy j_\ EugoLaeweul Wo: 3 cmv-\' \02wA (8-42) bOHCA H0: 30aleT2ell exclneloue. Iu2nLsu0e' oL Monlq psne enep Iu2nLsuce pnj joL expsnepou of !12 1!w!12' OL pnj joL sbbllcsllou of oue of !12 e• suA bogou of bLobeLlA gswsae joL Mp!cp jpe juanLeq ps2 sns!lsple ojpeL Asl!q suq coIlecj!ple q- bLobeLjA !u jLsueg' oL c- bLobea 1psl !2 su enio' sILCLs1j OL MejeLCLe1j' p- bLobe4A jpsj I2 wopjje ednjbweul leseeq pA su juenLeq' s- bLobeLIA sj s lop alle SMs111ua oL gnuua 2ncp bLobe4,2 Iu2491191lou' jspucsllou' OL eLecj!ou' jpe coneLsae aLsuleq pA 1p!2 excebpou to bsLsaLsbp2 (3) suq (1) goea uol sbblA jo: Mp!le pelua neeq !u 1pe Haweq juameq,a obeL9j!ou2 9MSA 1Low suA Hsweq juemeq,a bLew12e2' HOMeneL' II- ojpeL beL2ousl bLobeLIA of olpeLe !u 1pe Hsweq juameq,s csLe' enalogA OL COUILol' I• 10012' OL ednlbweul jpe Hsweq juenLeq pOLLOM2 jLow olpeL2' UOL bsLsaLsbp2 (3) suq (t) of jp12 excln2lou go uol sbblA jo bLobeLjA gswsae jo: obastjous psssLq- bsLsaLsbp (e) o1 jp!e excln2lou goe2 uol sbblA jo bLobeLjA gswsae lucingeq !u 1pe bLognc4a-cowbjejeq saLeeweul. bsLsaLsbp2 (3)' (q)' (e) suq (e) of 1p!2 exclneiou go uol sbblA jo 11sp!I11A 922nweq nugeL S 21gelLSCK bsLsaLsbp (3) of jp!a exc1n21ou goe2 uo1 sbblA lj 1pe bLewlae2 Me AOnL MOLK' !u rime of I anblWCE coueecni!Ae gsA2• y 2ebsLsle 1!w!l of Iu2nLsuce sbbl!e210 pswsae to bLew!aea Heujeq to ),on se geacL!peq 1pe oMueL' uoL to jpe couleuja of bLewl2e2 Leujeq jo 1pe Hsweq jusmeq joL s beuoq of I OL jeMeL bLewl2e2 Leujeq jo 1pe Hsweq juanLeq OL jewboLsu!A occnbleq pA 1pe Hsweq IuanLeq M!lp 1pe beLwI221ou 01 bsLsaLsbp2 (a)' (3) suq (4) of jp!2 exclneiou qo uol sbblA jo bLobe4A gsweas (ojpeL jpsu gswsae pA JIM)10 lucouecjlA bei4OLweq ou if, (e) 1psl bu4!cnlsL bstl of suA bLobeO jpsj wn2i pe Le21OLeq' LebSlLeq OL Leblsceq pecsn2e Am MOLK M52 gswsae SLIM onj of 1poee obeL911ou2' OL MOLlqua q!LecjlA oL !uq!Lecj!A ou 1pe Hsweq jusmeq,a pepslj sLe beLloLwlua obeLsj!ou2' q 1pe bLObeLjA (2) jpsj b94!cnjSL bsLi Oj Lesl bLobeLIA ou Mplcp 1pe Hsweq juenLeq OL SUA COUILscjoL2 OL 2npcoujLSCjoL2 (d) beL2ousl bLobea !u ipe csLe' en2loo oL coulLol Ol 1pe juanLeq' (3) bLobe4A losueq jo 1pe Hsweq IuanLeq' bSLi of 1pme bLew12e2' (3) bLew12e2 ipe Hsweq IuanLeq 2ena' alne2 9MsA OL spsugoue' !j jpe bLobeLgA gswsae SLIM onj of SUA suolpeke bLobeLjA' wsluleusuce of 2ncp bLobeO joL SUA Leseou' !uclnq!ua bLeneuj!ou of !ulna jo s beL2ou OL gswsae jo OL SUA ojpeL beL2ou' OLasulssjlou OL eujljA' joL LebslL' Leblsceweuj' eupsuceweul' Le2jOL9j!ou OL (4) bLobe4A 1pe Hsweq juanLeq OMu2' 1.e1.142' OL occnb!e2' luclnq!ua suA coale OL exbeuee2 IucnLLeq pA Aon' bLobe4A gswsae jo: 1- pswsae jo bLobe4h 1p!2 immuce goe2 uol sbblA jo: EugOLSGWsuS - 146M AotK COUSLOCIOLO, Csumsi risp!I!IA EY46UOIOU C%%d CHV MJVwontu CobrgBUl CVIV VII Idlapm yeeemeq- lucingea cobLuBpleq weleysl of luanmuce 2eu4ce2 OUIce' luc" N4lp Ira beiwlaalou• luenLeq Nswe: vDicos ` zuc - IP6 cOU9TU6U99T Iu8n 9UC6 co • E4eC11A6 Dgle: o2\oT\3os3 bsae 43 Ot 41 EugOL2eweul I40: 3 CHVAI10214A (9-12) bol!cA 140: 3oadeT2e3A (3) We MOM 2Nomu Iu 111e Decistsliou2 40L Weglcsl Exbeuee riwir (1) $t 2'000 nulea2 s gllleleul swonul IE 2lJomu NeLe: : oL an2tsiueq pA suA oue beL2ou• jpe V4eglcsl Exbeuse I-lwll !e 1pe aLesleL 01: lu2nLeL mill bsA nugeL ConeLsBe C — Weglcal baAweula toL 911 weq!csl exbeuee2 pecsn2e of pogllA Iu1nLA y gnplec; ;o bsLgdLsbp e• spone We EscN Occnusuce f!wl;)' 1pe weglcsl Exbeuae rIwi; i2 jpe wool 1pe tollomiva: V' rIWI12 Oh I42nUV14CE !2 sweugeq to gelele bsLsBLsbN y (1pe V4eq!csl Exbeuae r!w o suq Leblsce i; mp 1pe Al' WEDICtlr bVAWENI2 sgq!llousl luenLeq ou 1ple CoAaaBe beLl. ime nonou r1VB1rIlA bLOA121ou close uol sbblA to suA beL2ou oL OLasulsstlou mpo olpeLmlae dnsl!l!e2 s2 su Exclnaloua is sweugeg to gelele;pe excineiou eul!lleq 1.1dnoL rIsp1111A' nugeL COAEHVCE2' COAeL98e V — BoQ11A lu1nLA suq bLobe4A Dawede r1spilgA' 1pe bsLsBLsbN su;llleq ae' rlonou r1VBm.LA IuanLeq,a csle' cn2100 oL coullol: 1pe Nsweq IuanLeq mile 1pe beLwlaalou of 1pe omueL! oL toL beLaousl bLobeL;A of olpeLe iu 1pe Naweq (11) ipsl !2 bLobe4A IuanLsuce tot bLewiae2 Leuleq to 1pe Nsweq lu2nLeq' 40L btewiee2 tewbOLSLI1A occnbieq pA E' bstsaLsbp d•p•(axaxll) of 1pe OIPOL luenLouce Couq!l!ou is geleleq suq Leblsceq pA 1pe lollompa: p' lue DswsBe to bLew12e2 Eleuleq to ),on F!111112Nomu lu tue Declslspoue- s' $200'000' oL oL 18MOL cou2ecnllne gsAaz lNe DswsBe to bLe1111ae2 yeuleq jo Aon riwu is 1pe atesteL ol: beLwI221ou of the omueL' iuc!nq!ua couleul2 of 2ncN btew12e2 Leuleq to 1pe Nsweg luanLeq loL s belioq of 1 bLewl2ea mpile Leuleq to the Naweq lu2nLeq oL lewboLSLIIA ocenbieq pA 1pe Naweq luenLeq mile 1pe i2 lNe w021 We lu2nLeL Mill bsA nugeL ConeLsBe V toL gswoaea pecsn2e of bLobe4A gswsae to suA oue e• gnplee; to bsLsBLsbp a' spone' We EscN OCCnLLeuce p!wll)' fpe DswsBe to bLe11112e2 yeuleq to ),on r!wl; we lollom!ua: D' bsLsBLsbp e•' DswsBe to bLewisea yeuleq to Aon nwi;' of rIWI12 Oh I42nUVNCE p geleleq suq Leblsceq pA gswsae qoea uol sbblA nutll 1pe swonul of 2ncN bLobeLIA gswsae exceege $4'000' luanLeq,a obeLst!ou2 smsA ttow suA 14eweg luanLeq,a bLewlae2• ipe luanLeL,2 opl!Bsllou to b9A 2ncN bLobeLIA beLaousl bLobea of olpeL2 iu 1pe Nsweq IuenLeq,a ceLO' cnatogA oL coullol' mplle peiva noeq !u 1pe Naweq oue occnLLeuce pecsn2e of 1pe anw of 911 hobeLIA gswsae to poLLomeq 10012 oL ednibweul' suq to o111eL 2nplecl to p, spone' $52'00o is 1pe wool 1pe luenLeL mill bsA nugeL ConeLsBe V l0L gsws8ea sualua ont of suA C' ipe tollomiva bsLsBLsbN is sggeq to rIWI12 Oh I42nOYNCE: V 2ebslsle llwit of !u2meuce ebb!le2 to pa coneLsae us ge2cupeq !u rIWI12 Oh IN2n13VNCE' bLewi2e2 Leu;eq to s yloweq luanLeq tOL s beuoq 04 -\ oL temeL cou2ecnllne gsAa• ;ewbOLsulA occnbieq pA s Nsweq luanLeq mile belw!aaiou of jpe omueL' uoL to gswsae to ;pe couleul2 of Excln2lou2 c' JpLonap u' qo uol sbblA to gswsae pA l!Le to bLewi2e2 Mplle Leuleq to s Nsweq luenLeq oL Exclnalous is sweugeq to gelele its Isal bsLsBLsbp suq Leblsce it m, p tpe tollomiva: B' nugeL COAEHVOE2' ConeLsBe V — Bo911A lu1nLA suq bLobe4A DswsBe rlepuk 1pe bsLsBLsbp eul!lleq sa sweugeq pelom- V aebsLste llwlt of !u2nLsuce suq gegnct!ple sbblA to 2ncN bLobea of olpeLa• Zee rIWI12 oh I42nWV14CE EugOLSGWGUI - MGM AOLK COUSLOCIOL8, COUGLOi rispillIA EXIGUBIOu CNd C14V WHVWonn Cebhlapj c,4v vu hjiaP u ysesmq• Iucinge2 oobALlapjeq WejeLlel of lugnmoe 2eLAIcee Oglae' luc•' xgju Ira bBLWleelou' 1u2nLeq Nswe: vmcols' u4c yu6 COUF7usu99T Iusrrxsucs cO • RecllAe Dsje: 02\OT\3033 brae 44 of al EugoL2eweuj Ho: 3 CVIv-\dx02AA (8-12) b011cANO: 30adeT2e3A Nsweq luenLeq- 2locKpolgeL' beLlueL' wewpeL oL wsusaeL (Il 1pe Nsweq luenLeq la s Ilwljeq IlsPllllA cowbsuA) of 1pe (p) 12 uol goue luleujl0u9pA pA OL sj 1pe glLecjlou of 1pe ;gsweq juanLeq: OL 9uA exeenl1Ae OUICOL' glLecloL' (s) 12 ps2eq eolelA ou g12bsLs;e Iwbsc; oL AICSLlone llspllljA: suq oulA Il 2ncp gl2cuWlu5;l0u OL pnwlllsllou: sbblA To gl2cuwlusjlou OL pnWllls;lou 1psj Le2171112 lu lulnLA lope 4eellua2 OL Lebnls;lou of s uslnLsl beLaou' pn; Monlq nlols;e;pe uapl2 0l suojpeL suq Monlg lulllc; basousl suq sgnelllslua MnLA• 1pl2 exclnaiou 2psil uol b9L80ual suq sgneLr<lalua 1ulnLA csn2eq pA OL 91 1pe gaecjlou of 1pe luenLeq Mllp jpe KuoMlegae ;psi jpe scl KuoMlua A101sAou of Iilapm oq Vu01NeL 1p12 1u2nLsuce goe2 uol sbblA To: a' geleje 1pe Exclneiou eulllleq KuoMlua A101s11ou Ol Ejjap;a 01 Vuo;peL suq Leblsce Il Mljp 1pe lolloMlua: Exclrraloua l2 sweugeq To: B' nugeL COAEUVCE2' Conelsae B — beLaousl suq VgA9Lllalua lulnLA I'Ispno' 1pe bsLsaLsbp eujllleq Dlacuwlusjlou OL pnw111s11ou 1psl Le2nij2 lu lulntA To jeevae OL Lebnlsllou of 9 uslnlsl beL20u- V' nugeL DEWHIM0142' 1pe gellulllou of beLsoual suq egneL;lalua lulnLA 12 sweugeq to sqq Ipe jolloMlua jolt: 30' bEki20NVr VHD VDAEU112114C IN9f1ku —DIBCHMINV110N ON HnwinV110N (p) uoj pelua n2eq To CSLLA beLaoue OL bLobea jOL 9 CpsLae' (s) le22 1psu 12 jeel loud: suq (3) 9 M9leLCL9144p9j 12 uol OMueq pA suA Hsmeq luenleq' bLOAlgeq 1pe MsjeLClajj 12: 1ple excln2lou goe2 uol sbblA To: Leblsce Il Mllp 1pe lolloMlua• Exclnalous I2 sweugeq to gelele anpbSLsaL9bp (3) of 1pe excln2lou eujllleq VILcLsu' Vnlo OL MOSOLCLsg' suq nugeL COAEIIVCE2' Conelaae V — Bog11A julnLA suq bLobe4h Dsweae neP1 a' 1pe bsLsaLsbp eu;ljleq 48' N014-OM14ED MV1E13CLIVF1 3• 1pe stLCLSII la uol pelua n2eq jo CSLLA beL2ou2 of blobeLlA IOL S cpsLae- 3' 1pe sILCl9jl 12 Leuleq Mllp s jL9lueq' bs1q cLeM to 1pe Hsweq luenLeq: suq 219jee of vweLlC9 OL Csusgs' ge2lausllua jp9j beL2ou 92 9 COW WeLCls1 OL 91LIlue jL9u2b04 bllol: 4' 1pe b11ol lu cowwsuq polg2 9 cnLLeullA ellecjlne ce4lllcsle 122neq pA 1pe gnlA cou2jlln4eq snjpOLI A of jpe Dulleq 1pl2 excln2lou goe2 uol sbb1A to 9u SILCLsjj uol onweq pA suA;gsweq IuanLeq' bLOAlgeq;psj: 1pe excln2lou eu;I;leq VILCLsu' Vnlo OL MRIOLCLeu 12 sweugeq To sqq 1pe jolloMlua: Exclnaloue IZ sweugeq se 4olloM2: nugeL COAEHVCEB' Conelaae V — BogllA IulnLA suq bLob94A Dswsae rIsP1 gh' 1pe bsLsaLsbp eulllleq 48' 14ON-OMMED VIUCHVE1 (p) 1ps exbeuee2 Me IucnLLeq suq LeboLleq To 1pe IuzrneL Mi;plu;ples Aeme of 1pe gsje of 1pe scclgeul' suq bsLsaLsbp J-s'(3Xp) Milp 1pe lolloMlua: B' nugeL COAEUVCE2' We IuanLlua VaLeeweui of Conelaae C — Weglcgl baAweup IB sweugeq To Leblsce EugOLaswsuI - 146M AONK COUSLOCtOLa, GsusLsl rispul fA EXPUBIOu CL%%d C14V bYHYwonn CobAgap! cKv tlll H18pta yeaemq• Iucingea cobAL,apleq USIMIal of luarneuce OwNe a Ctoe' lue" "Ip Ila beiwlaalcu• lu2nLeq Howe: vi4cos ` imc yNs cougrueugul Iusnzsuce co • ElleCI!Ae Dole: 02\OT\3033 brae 42 0141 EugoLseweul No: 3 CAV11102AA (8-42) b011cA NO: 30adeT2M to pe gswsaea 1oL beLaousl suq sgneLlIqu8 lulrnA suq mill uol Leqnce 1pe llwila of !uanLsuce- pA 1pe iugewuilee sl 1pe luanLeL,a Ledneal mill pe bsiq sa gejeuae coal'a• ancp bsAweul2 mill uol pe geeweq !ugewu1lee' ueceaesLA i!1lasl!ou exbeueee iuenLLeq pA 1pe luanLeL' suq ueceaaga lipasl!ou exbeueee iucnueq go !oua sa 1pe spone couq!l!oue Me wel' sgoLueA2 lees !ucnueq pA 1pe luanLeL lu 1pe geleuee o1 1ps1 3- 1pe l!La1 nuunwpeLeq bsLsaLsbp peueslp bsLsaLsbp 3•4'(3xp) !a geleleq suq Leblsceq pA 1pe 1opoMiva: !ugewuilee' sLe ancp ;psl uo coullp sbbeeLa 10 exial pelmeeu 1pe iulele2le o1 1pe luenLoq suq 1pe luleLeal2 01 1pe q' 1pe s!leas11oue iu 1pe ang suq 1pe iuloLwsl!ou;pe luenLeL Kuome sponl 1pe olleuee s!leaeq !u ancp ang j • bnoal,sbp 3•q• 12 Leblsceq pA 1pe lollomiva: 2nbbrEWEN1Vk3A bVAWENI2 - COAEUVGE2 V VND B: CON1HVClntlil- rIVBIrIlA bLOA121Ou' 1pe lolloMiva cpsuaea Me wsge to 1pe eec1!ou euplleq B' 20lelA 10L 1pe bnLboee of 1pe coneLsae bLonigeq pA P2 bEli20NVil- VND VDAEI31121NG M9nNA - Exclnaloue is sweugeq to gelele 1pe exclnaiou eulg1eq Couger4n91 nsp111(1►• V' Hugel COAEIIVGE2' COAeLoae B-beiiaousl suq VgneLllalu8 lulnLA nopum, 1pe bsLsaLsbp eul!lleq 34' bEH20NVf VND VDAEU1121HO IN9flku - CON1FlVCltlVil- rInniA suA beLaou OL OLasu!ssl!ou mpo olpeLmiae dnsl!llee so su sgq!llousl !u2nLeq ou pa ConeLsHe beLg. 1p12 bEN20NVr VND VDAEUMBINe I41I1ku-D12CUMINV110N OH HnwinV110N bLoniaiou goea uol sbblA 10 • sgscpweul o1 su sggll!ousl !uarneq eugoLeeweul to pa ConeL98e baLl:- • bLOA!2iou J' VDDI110NVr IN2I11dED of 1p!2 eugoLaeweul' OL bLoni2iou goe2 uol sbblA 10 suA beL2ou oL OLasulssl1ou Mpoee alslna so su luameq geLine2 20leiA }Low 1pe coneLsae bLonigeq pA Pz bEH2ONVr VND VDAElline Ne IN9f1HA-D12CHIWINV110N OH 11-linwinV110N pecsnse of q!2cuwlu9l!ou- Wolm pelsuglua 1pe spone' 1peLe 12 uo coneLsae loL puea OL beuslpea lenieq OL iwboaeq pA s aoneLuweulsl eulilA 1!wlleq ppph cowbsuA) of 1pe Nsweq 1uanLeq• (p) suA exeonllAe olylceu' q!LGCIOL' alocKpolgOL' bsLlueL' wewpeL OL wsusaeL (!l 1pe plsweq IusnLeg !a s (s) 1pe Nsweq Iuameq' OL gl2cuw!usl!ou OL pnwil!sl!ou i2 uo1 goue iuleullousllA pA oL s11pe q!Lecipu ol: Alcsuona Ilap!14A 1p91 Leen112 iu iulnLA to 1pe leel!uaa OL Lebnlepu of s uslnLsl beL2ou' pn1 oulA !1 ancp 1p1e exclneiou apsll uo1 sbblA to q12CL!w!us1!ou OL pnwilisllou pea" solelA ou eupeL glabazile lwbaq OL les2e OL 21"!p-1e92e 01 suA Loow' gmel!!ua oL bLewleez pA OL 911pe q!Lecl!ou 01 suA IuanLeq• glacuwlusJIou a Iinw111sJIou suaiva onl of 1pe 2sle' Leulsl' Jesse oL 2np-Ie92e OL bLo2becl!Ae axle' Leulsl' Vewlaea yelsleq placuwlus1lou ewbloAweul OL 1eLwlusl1ou of ewbloAweul of suA beL2ou pA suA luenLeq- D!acLlw!usllou OL pnwipapou q!Lec1lA OL iuq!Lec11A Lelsleq to 1pe ewbloAweul' bLoabecl1ne ewbloAweul' bsel EwbioAweu;1jels;eq D12CLIWIUB{IOU 1pla !uenince goea uol sbblA lo: 3• sgq;pe 1ollomiva excin2iou2: EugOLSGWGUS - MGM AOLIC COUSLOCIOL2, COUGLOi rispu!A EXIGUSIOu r CNd CNd bVimwonn CobMlBpi CW Vll HlBpia yeaeLAeq lugngea cobllyapieq welegel of lummuce 2eu4cea Ogles' luc" xgip lie betwlselou Iu2nLeq Hswe: VMcoS ` imc ylre COU9TU6UP91 iu29z9uce co • ReCAAe DOW 02\OT\5053 bsae Je of J-\ EugoLeoweui No: 3 cwv1,t10?AA (8 J2) bol!CA V1o: 50adeTM s lumsuce bLoaLow pA sbbl!c9ple aisle alsinle OL Leanlsi!ou• COU241.1"Icilou bLOlecl !U ipe 21910 Oi V192K9' iusl !a uol beLwlgeq to pe Iu2nLeq nugeL s couaollquieg (Mob-nb) 114010: ipe 10110m1ua bLOAlslou goee uoi sbblA to SOL bnpllc cou2lLncl!ou bLolecl lu 1pe aisle of OKIspows' UOL 10 SUA se' Mk1Vb-nb EXLEH21014: OCW WW Oki CON20rIDVIED (muvb-nb) I anUVNCE bUOCUVW2 Clew• s• m9a execnleq bLIOL 10 1pe pogllA lu1nLA' bLobeLIA gswsae oL beLsousl suq sgneLlra!ua 1u1nLA alnlua L12e 40 Jpe A- !2 1u eliecl OL pecowee elleci!Ae gnLlua lue JOLW Ol 1p!a COA9Lsae bSm! suq s ML14eu COUILscl OL MLlileu saLeeweul' suq oulA it ancp COUILsci OL saLeeweul: HOMeAeL' ipl2 M91Ael sbbllee oulA Mpeu 1pe Nsweq jilwmeq pse saLeeq IU MLII!Ua i0 MSIA9 2nCp Liam 01 LeCOAeLA IU s• Aom MOLK lucingeq !u ipe bLogncia-cowbleieg obeLsiloua pssaLq• J- lue l4oweq luanLeq,a ouaolua obOLsiloua! OL bsAweuiz 1pe lu2nLeL wsKee JOL lulnLA OL gswsae 91,121ua oni ol: ipe lu2nLeL M91Ae2 9UA uapi 04 LeCOAeLA ipe IU2nLeL 1119A psAe sasluai suA bewou OL OLasu!Ssi!ou pecsn2e of sqq ipe lollomlua: nugeL COND1110N2' iNe couglilou eul!ileq 1LsuayeL OL ulapia of uecoma Vaelual weLa to no la sweugeq to 32' MVIAEW OE 2nemoov110N - BPVNKEl luanLeq,a CoAmeas boL;' ipe lu2nLeL Mill uoi geuA coneLsae nugeL ip!2 CoAsLsae haul pecsn2e ol2ncp lsllme• Il 1pe Naweq luameq nululeui!ousllA ls!la to q!2cloae s11 exl2l!ua psSSLga sl 1pe lucebpou qsle of ipe Nsweq 5i' f1wlAiEW110WVF bVIFnLJE 10 D12CF08E HVSVI3D2 $J'000' I!W!t' B' bsLsaLsbp a •q• !2 sweuqeq io geleie 1pe llwll of $520 2pOMu JOL gsllA 1o22 01 esLUlua2 suq LeblsCe if Mllp s 1!w!l! suq V' bsLsaLsbN 4 •p• !2 9weugeq io geleie iue $520 l!wIi apOMU JOL iNe c02i 01 psll pouge suq Leblsce !i m!IP s $e'000' ipe aecilou eul!lleq 2f1bbrEWENIVEIA bVAWENl2 - COAEHVCE2 V VND B 12 sweugeq se lollom2: s3' 2f1bbli-EWEN1VIIIA bVAWE14I2 SUA olpeL p9212 lust !2 bLobea !uenLsuce coneLlua bLobeLiA of olpeLe gswsaeq ILow 1pe nee of eleAsime, 1p1e !uanlsuce 12 exce22 OAeL SUA olpeL Asl!q suq collecilple 1uanLsuce' MpelpeL bLlwsLA' exceaa' coui!uaeui OL ou O;peL luenLauce cougliloue !a sweugeq io sqq iNe lollomlua b9L9aLsbp: B' 20101A 40L iNe bnLbooe of 1pe coneLsae bLOAlgeq pA W12 b1J0bEkllA DVWVGE - ErEAVlOu2 bLOAl2!ou' 1pe ipe oemeae jo bLobe4A Exclnalou qo uoi sbblA to bLObe4A gswsae iusi Mange ILow iNe nee of eleASIOL2, Excinaloue !a sweugeq ancp lust We Dswsae go Am btognc;i Excln2lou suq anpb9LSdL9bpa (3)' (4) suq (e) of V' nugeL COAEUVCE2' Comstle V - Bo411A lu1nLA suq bLobo4A Dawaae riop 111A' 1pe bmsaisbp eul!lleq ss' bUObE131A DVWVGE - ErEA oua bemou OL OLasulSsi!ou Mpo olpeLmlae dnslll!ee 92 su sggll!ousl !uanLeq ou 1p!2 ConeLeae bsLl- 1p12 bEH2ONVf VIVID VDAES1121HO IN9nuA - comiuVC1f1Vr rIVBIrIlA bLOA121ou goe2 uoi sbblA io suA coneLsae ball. ConeLeae B-beLsoual suq VgneLllalua lu1nLA rlspiluA !a excingeq PA suoipeL eugOLeeweul sgscpeq io 1p!e C' IWO bEk120NVr VND VDAEN1121NC IN9nm - CON1k3VC1f1Vr rIVBII'LLA bmiaiou qoea uol sbblA 11 EugoL2swsuj - MGM AOLIK COUSLOCIOL8. Gsusisl rispuNA EY46USIOU C%%d CMV bVHVwonmi 0 0 0 CobT48p1 CNV Vll kil8pla kieasinsq- lucingee ooblul8pleq wetegal of luarneuce peuycea 0141ce' luc" MUp I@ beiwlaalou, lU2nleq Wswe: vmcos' Imc' ZNe cougTueuFsT JuEnLgUCG co • Ellectlne Date: 02\07\3033 brae l j of 41 Eugok2eweul Wo: 3 CMV11102MA (9-42) bollcA WO: 3oade72e3A exblkea coucnueullA mllp aslq bollcA' ou 1pe elleel!Ae qsle of eslq bOI!CX st 1pe pony 2191eq !u aslq bollcA' nule22 suolpeL el}eeilAe gste !a apomu pelom' suq Iple eugoweweut' mp!cp loLwe s bsy of suq !2 40L sgscpweut to We bollcA la2neq pA tpe gealausteq luameka' tsKee ellecl 'dll olpeL leLw2 suq couq!l!oue 01 tpe bollcA kewsiu nucpsuaeg- qoea uol sbblA to suA beLeou oL OLasulssl!ou mpo olpeLmiae dnsl!l!ee se su sgq!l!ousl !uarneq ou 1p!2 ConeLe8e baut• ime miivb-nb EXIEN210N: OClb' CClb' Oka C01420rIDVIED (miivb-nb) M2nOVI CE buO(3utlW2 bLOA121ou goe2 uol lucinge poebllsle oL bk120U2' colleae\nuiAeLaltA ponalua oL gokwllouee' loud tekw cake lsc1lil!e2' pOte12 ok wolele' yealgeuUlsl 21Lne4me sleo HomeneC mpeu 1peLe 12 uo !uq!Algnsl omueLap!b of nulle' Lealgeu;lsl agLnelnLe goe2 not !ucinge w!gva ponalua' gelscpeq asLsae2' aneel pon2e2 0L suA 21wl19k 2jLnclnke2)' 3• tpe cowwou sLe92 suq 2jLnclnLe2 sbbnueusut to tpe 2jLnctnLe2 !u bsLsaLsbp A• (lucinglua bool2' pot lnpa' genelobweule! suq ,I• aluale oL wnitilsw!lA ponalua' sbs4weul2' cougowlulnw2' lomuponeee' co-obeLsliAee oL blsuueq null pe noeq 40L pnwsu LealgeucA' luclnq!ua pnl uol 1!wlteq to: uealgeuj!el alLne4me wesue suA 2lknctrne mpeke 300\° oL WOLe of tpe 2dme loot sl.es !2 naeq ok !a luleugeq to Iu2nLsuce bLoaLsw (O'C'I'b') oL CoutLscIOL COUILOIleq luarnsuce bLoaLsw (C'C'I'b')' coneuua 2owe oL all of tpe coulL9CjOL2 0L 8npcou4LsctoG2 Iunolneq !u tpe bLolecl' ancp sa su Omuek Couttolleq buwe coulisctogbkolecl wsusaeL oL omueL of 1pe cou21knepou btolect p92 aecnLeq aeueLsl llsp!l!tA !u2rnsuce Couaollgsgeq (mob-nb) lumsuce bLo8Lsw wesu2 s cou2jLnctlou' eLect!ou of gewol!ilou bLolecl lok mp!cp tpe C' DEWHIMON2 e sweugeq to sqq 1pe lollomlua ge1!u!l!oue: coueollgs4eq (mLeb-nb) lusmsuce bLo8Law• cousollgsgeq (mLeb-nb) luarnauce bwaww' pnt oulA s2 Leebecle tpe Nsweq luarneq,a lunolneweut !u 1pst IuMsuce snsllsple to tpe Nsweq Iuanteq 92 s Leang of tpe lgsweq Iuarneq pelua s bsulclbsul !u s (c) VuA of tpe olpet Asl!q suq collecpple immuce mpetpet bLlwskA' exce22' coutluaeul oL suA otpeL p9212 tpst !2 1p!a IuanLsuce !a exceaa onek: B' Couq!t!ou d' OSpeL IuanLsuoe l2 sweuq to sqq 1pe lollomlua anpbsLsaLsbp 4•p•(axc): ont of 1poee b04!OuB of tpe bkolecl tpst sLe not Lealgeu11sl 2jLne4rne8- 3' Bog1tA lulnLA oL bLobeyA gawsao lucingeq mllp!u 1pe bLognc4a-cowble;eq obeislloua psssiq 1psl SLIM Pep -all! UOL ouaolua obek5t!ou2 at 1pe bkolect' oL gn4iva anep obeGs11ou2 of suAoue sctlua ou tpe Nsweq Iuarneq,a 4 • BogllA lulrnA' bLobeulA gswsae' of beLeousl oL sgneutialu8 lu1rnA 1pst occrn2 gnuua tpe Nsweq Iumsq,a gswsaoa pecsnee ol: !unolneq' tp!e exclnalou goee uol sbblA to tpoee anwa tpe lgsweq Iusmeq pecowe leasllA opllasleq to bsA se M!tp Leabect to s couaollgsgeq (mLob-nb) lusmsuce bLo8Lsw bLolecl !u mp!cp 1pe Nsweq ryarneq 12 0L m92 Vr Lpe lollomlua mmglua !2 sggeq to 1pe spone-Lelekeuceq eugomweul: bLoaLsw2 (C'C'1'b') !a sgscpeq' tpeu tpe lollomlua cpsuaea sbblA: eugoLeeweut be4s!ulua to Omuek CoulLo11eq luamuce bLoaLsw2 (0'C'1'b') oG CoulLscloL Coulkolleq luamsuce 11 tpe eugoLeeweul EXCrn210N — CON21unCIlON mun-nb Ia sgscpeq to 1ple bollcA' ok suolpeL excln2lousa EugOLBeWSUI - MGM AOLIK COUJLSCIOLa, eGUGLOi risp!I!TA EX90U81011,11 CNd CHY bVuvwonn if CNA CNA PARAMOUNT Policy Holder Notice - Countrywide It is understood and agreed that: If the Named Insured has agreed under written contract to provide notice of cancellation to a party to whom the Agent of Record has issued a Certificate of Insurance, and if the Insurer cancels a policy term described on that Certificate of Insurance for any reason other than nonpayment of premium, then notice of cancellation will be provided to such Certificate holders at least 30 days in advance of the date cancellation is effective. If notice is mailed, then proof of mailing to the last known mailing address of the Certificate holder on file with the Agent of Record will be sufficient to prove notice. Any failure by the Insurer to notify such persons or organizations will not extend or invalidate such cancellation, or impose any liability or obligation upon the Insurer or the Agent of Record. 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 effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75014XX (1-15) Page 1 of 1 The Continental Insurance Co. Insured Name: ANCOR, INC. Copyright CNA All Rights Reserved Policy No: Endorsement No: Effective Date: Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2094615627 1 05/01/2023 Cobagapr CL4V tlll dlapla yeaeiAeq- lucingea oobayapleq walegal oy Iuanmuce 2eugce2 OAlce' Iuc" MIlp Ira belwlaalou• i V] L 0 M 0 lu2nleq Wgwe: vmccI3 • Ij4c IPG COU9TUGUI:9j IU29L9Uc6 co • EUecllne Dale: 02\OT\3033 brae l ol5 EugoL2eweul No: 3A CAV1201axx Go-je) bolicA No: soadel2n,� beu: sqq 1pe jollomiva' mplcp 2nbeL2egee quA bLOA1210u lO 1pe COuILSLA lu 1pl2 Couq!i!ou OL eleempeLe iu 1pl2 coAen88e A' flugeL COWWEHCIdr CENEHVE rivBll'IlA COND1110N2' 1pe Couq you eulllleq Otpen luanneuce lE sweuqeq to eugOLaeweul saacpeq to pa comsas bang• @• suA bLeWl2e2 OL MOLK lOL MpICp 1pe sqq pousl lu2nleq l2 2becipsllA 1l21eq s2 su sqq pousl lu2nleq ou suolpeL 5• 2nbewao& w2bec;lou' aLCplleclnLal OL eualue9LIUa 9cllAl1le2' OL llelq OLgeL2' cpsuae OLgeL2 OL gLsmlua2 suq 2beclllcsllou2' suq 1pe bLebsuua' sbbLonlua' oL lsiliva to bLebme oL ebbLone wsba' 2pob gtsmlua2' oblulou2' Lebo42' 2nLAOA2' lucinglua: d• 1pe Leuqeuua of OL rape Islime to LeugeL' suA bLo1e221ousl 9Lcp11ec1nLsl' eualueeLlua' oL 2nLAeAlua 2eLAlce2' gewsae' OL benaouel suq agnentlalua lulnnA sLlelua om ol: IA• 1pe lu2nLsuce aLsuleq pA 1p12 eugoL2eweur: to 1pe sgglllous! lu2nLeq goe2 uol sbblA to pogllA luinLA' bLobe4A @• s plapeL liwil of lu2nLsuce 1psu LednlLeq pA ipe mnitteu coutnect' d• coneLsae pLOSgeL 1psu LednlLeq pA 1pe MLltteu coutnect' OL 2ncp sgqlllousl panneq mllp: Ill, 2nplecl slmsA2 to 1pe leLw2 suq couglilou2 of 1pl2 bollcA' luclnq!ua 1pe l!wll2 of lu2nLsuce' 1pe lu2nLeL Mill uol bLonlge coutnsct• lulnnA' bnobentA gswsae OL benaousl suq sgneylalua 1UlnnA sLl2lua onl of Aorn Mon1c 1psl 12 2nplecl to 2ncp Mnitteu mngteu coutnect to sqq s2 su sgqlllousl luenLeq ou 1pl2 coeensaie bang' pnl OuIA Mllp Le2becl to llgpll!IA loL pogllA MHO 1a VN IN2nHED p sweuqeq to lucinge s2 su luenneq suA beLaou OL OLasulssl!ou Mpow Aon sLe LednlLeq pA 1peu bsLsaLsbp 1• spone is geleleq !u 112 eutiLelA suq Leblsceq pA 1pe lollomlua: C• sgqlllousl lu2nLeq coneLsae to 1pe aLesle2l exleul beLWl221P1e pA ISM' @• sgqlllousl lu2nLeq coneLsae mllp �su2lua onl ol, lsuansae' OL 01 egiliou of C(35031' OL d• sgqlllousl luenLeq coneLsae nugeL 1pe l l-g2 eglllou' Jo-83 eglllou' oL 40-01 eglllou of C05010' oL nugeL 1pe 10- 11gnl it 1pe mu tteu couguq LednlLe2: 3• 1pl2 comeae bent btonlge2 2ncp coneLsae, 1pe Mnitteu coutnsct LednlLe2 Aon to bLonlge 1pe sgqlllousl lu2nLeq 2ncp coneLsae' suq bnobentA gsweae lucingeq !u 1pe bnogncta-cowbleteq obetstloua IjgwLq' suq oulA l}: @ lu 1pe beL}onwsuce of Aonn monk 2nplecl l0 2ncp mutteu coutnect' pnt oulA Mllp Leebecl to pogllA lu1nLA OL f/• lu 1pe beLloLwsuce of AonL ouaolua obensllou2 2nplecl l0 2ncp Mnitteu coutnsc4' OL 1pe scl2 OL OW1221ou2 04 1p02e scllua Ou AonL pepslt: lulnLA' bnobeLiA gewe7e oL benaouel suq sgnentlalua lu)nLA c9n2eq lu Mpole OL lu bsLl pA AonL Scl2 OL owl221ou2' oL MLIL coutnect to sqq se su sgqlllousl luenLeq ou 1p a comoas bent' pnl oulA Mllp Le2becl to llspll!1A loL pogllA I• MHO 12 tlN INanNED 12 sweuqeq to lucinge se su luenneq suA beL2ou OL oLasulssllou mpow Aon me LednlLeq pA Isla nugeL2looq suq sateeq s24ollome: COWWEUCivr G'EMEBvr rIdBIruA COAEBV(3E bVHi 1p1e sugoLeeweul wogllle2 lu2nLsuce bLonlgeq nugeL 1pe lollomlua: pbGLSSIOua COAGL9ae EugoLaeweuJ COUSLOCIOLO - 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