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HomeMy WebLinkAboutLD24-4740Permit Number: LD24-4740 LD - Utilities/ Excavation - Parallel Issued: 12/18/2024 Expired: 08/18/2025 Job Address: 31110 Avenida Buena Suerte Legal Description: City of Temecula - Land Development Division 41000 Main Street - Temecula, CA 92590 Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033 Phone: (951) 308-6395 Fax: (951) 694-6475 Juan Rios 1373 Old Temescal Road Corona, CA 92882 Applicant: John Griffin Construction Inc 244 Jason Ct Corona, CA 92879 (951) 278-2377 Contractor: Utility Work Order Number: PID 5652499 Description: Charter PID 5652499 WORK HOURS SHALL BE MONDAY - FRIDAY, NO HOLIDAYS, 8:00 A.M. - 3:00 P.M. Location: Avenida Buena Suerte and Del Rey Rd Proposed work: Install one (1) new pedestal per CharterSpectrum "EXCAVATION PLAN 31110 AVENIDA BUENA SUERTE, LD24-4740" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD24-4740 Permittee shall comply with all applicable Traffic Control General Notes. Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times. Concrete repair shall be in accordance with City Standards and the Greenbook. Trench repair shall be in accordance with City Standard Drawing 407. Final compaction test results shall be provided by a soils engineer. Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook. All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of the City Engineer or their designated assignee. Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work. Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities***** Permit Number: LD24-4740 LD - Utilities/ Excavation - Parallel Permittee must also request a final inspection to verify completion of project. Permittee Responsibilities This Permittee 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. Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407. 3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element streets. 2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133 A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee shall contact LDInspections@TemeculaCA.gov to schedule a meeting. 1. 4. Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance. Contractor is required to provide protection of the City storm drain system. 5. Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted. No work shall be allowed during City-recognized holidays." 6. THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED PROVISIONS: All U.S.A. mark outs shall be removed prior to completion of project.7. 8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of Liability prior to start of work. 9.Should there be any claim against the City and the property owner with the encroachment being the proximate cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will remove and bill the owner. 10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is understood that this permit is limited to the work described herein and that all work is to be done in compliance with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or replacement of any existing improvement damaged by the doing of the work I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether herein stated or not. 11. 12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit. ******Contractor and all subcontractors shall be present at the pre-construction meeting; otherwise, the meeting will be rescheduled to a later date****** Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13. Permitee Date Page 2 of 3 Permit Number: LD24-4740 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 12/18/2024 Page 3 of 3 CITY OF TEMECULA TRAFFIC CONTROL PLANS 31110 AVENIDA BUENA SUERTE LAND DEVELOPMENT TRAFFIC CONTROL PLAN GENERAL NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 4. WORK HOURS SHALL BE RESTRICTED TO THE PERIOD BETWEEN 8:30 A.M. AND 3:30 P.M., MONDAY THROUGH FRIDAY, UNLESS APPROVED OTHERWISE. WHEN NIGHT WORK IS REQUIRED, WORK HOURS SHALL BE 9 P.M. TO 5 A.M., SUNDAY THROUGH THURSDAY. 5. TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS. STEEL PLATES SHALL HAVE ASPHALTIC CONCRETE BERM ON ALL EDGES. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM STREET AT END OF EACH DAY AND AT THE END OF THE JOB. THE STREET SHALL BE IN DRIVABLE CONDITION AT ALL TIMES. 6. PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS. 7. TEMPORARY "NO PARKING" SIGNS WILL BE POSTED 24 HOURS PRIOR TO COMMENCING WORK. 8. ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER ARRANGEMENTS ARE MADE. 9. THE CONTRACTOR SHALL REPLACE WITHIN 72 HOURS, ALL TRAFFIC SIGNAL LOOP DETECTORS DAMAGED DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL REPLACE WITHIN 24 HOURS, ALL STRIPING REMOVED OR DAMAGED BY CONSTRUCTION WORK. (STRIPING MAY BE REPLACED TEMPORARILY WITH TAPE.) 11. ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (OR A REFLECTIVE VEST AT NIGHT). ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A HARD HAT, C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. 12. ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE CITY OF TEMECULA’S TRAFFIC DIVISION, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE CITY’S TRAFFIC DIVISION AT (951) 694 -6411. 13. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS PER DAY AND 7 DAYS PER WEEK. 14. A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 15. ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. LANE CLOSURES, ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE WARNING SIGNS BE PLACED AT LEAST ONE WEEK IN ADVANCE OF STARTING CONSTRUCTION. 16. A SOLAR POWERED FLASHING ARROW BOARD SHALL BE REQUIRED ON ALL ARTERIAL STREET LANE CLOSURES. 17. IF THE PERMIT APPLICANT DETERMINES THAT CONDUIT INSTALLATION WILL BE BY THE BORING MACHINE METHOD, THE TRENCH PATCH FOR THE UTILITY OBSERVATION EXCAVATION WILL BE THE SAME AS FOR OPEN TRENCH EXCAVATION METHOD. THIS WILL PROVIDE A SINGLE CONTINUOUS SURFACE RESTORATION ELIMINATING THE MULTIPLE PENETRATION INTO THE PUBLIC ROADWAY TO ALL REQUIREMENTS IN CITY STANDARD DRAWING # 407 (REFERENCE ALL SHEETS) FOR TRENCH PATCH. 18. ANY WORK THAT CREATES AN UNDUE SAFETY RISK OR CREATES SEVERE CONGESTION MAY BE SHUT DOWN BY CITY TRAFFIC ENGINEERS, CITY FIELD INSPECTION, OR THE POLICE DEPARTMENT. 19. CONES AND DELINEATORS SHALL HAVE REFLECTORIZED SLEEVES FOR NIGHT WORK. 20. IF PARKING IS ALLOWED IN ADVANCE WARNING AREA, ADVANCE WARNING SIGNS SHALL BE MOUNTED ON HIGH LEVEL DEVICES. WORK AREA LOCATION VICINITY MAP N.T.S. LOCATION 01 LOCATION 02 LD24-4740 STOP ** TO BE DETERMINED BY THE CITY OF TEMECULA** RE V ' D 0 4 / 0 3 / 2 3 PID# 5652499 LOCATION 01 ON PLANS W20-1 ADVANCED WARNING SIGNS SHALL BE PLACED EAST & WEST ON DEL REY RD N 11/27/2024 WORK HOURS: 9:00AM - 3:00PM LD24-4740 100' N.T.S. 100' N.T.S. 100' N.T.S. 100' N.T.S. 100' N.T.S. 100' N.T.S. 100' N.T.S.AVENIDA BUENA SUERTE (25 MPH) 12 ft 1 1/2 in135' WORK AREA 17 ft 6 in1388' TO AVENIDA DEL REPOSO 12 ' ** TO BE DETERMINED BY THE CITY OF TEMECULA** RE V ' D 0 4 / 0 3 / 2 3 PID# 5652499 LOCATION 02 ON PLANS N 11/27/2024 LD24-4740 WORK HOURS: 9:00AM - 3:00PM AVENIDA BUENA SUERTE (25 MPH) 100' N.T.S. 100' N.T.S. 100' N.T.S. 100' N.T.S. 100' N.T.S. 100' N.T.S. 5 ft 11 13/16 in15' WORK AREA 100' N.T.S. 65' SHIFTING TAPER 65' SHIFTING TAPER 16 ft 3/4 in5' TO DEL REY RD ** TO BE DETERMINED BY THE CITY OF TEMECULA** 12 ' NOTE: THIS STANDARD IS ONLY APPLICABLE AT LOCATIONS WITH WITH DIRT SHOULDERS WHERE VEHICLES, EQUIPMENT AND PROPOSED WORK WILL BE OFF OF THE ROADWAY. RE V ' D 0 4 / 0 3 / 2 3 PID# 5652499 LOCATION 02 ON PLANS N 11/27/2024 LD24-4740 WORK HOURS: 9:00AM - 3:00PM DEL REY RD (MPH NOT POSTED) 130' WORK AREA 17 ft 6 in972' TO VIA MEDIA 100' N.T.S. 100' N.T.S. 45' SHOULDER TAPER 100' N.T.S. P P C/L CENTER LINE C&G CURB & GUTTER R/W RIGHT OF WAY SHEET 01 OF 02 PROJECT: PID# 5652499 CITY OF TEMECULA WORK LOCATION: DEL REY RD & AVE BUENA SUERTE CONCRETE PAVING INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY TARGET/SERVICE ADDRESS: 31110 AVENIDA BUENA SUERTE TEMECULA, CA 925911373 OLD TEMESCAL RD, CORONA, CA 92881 TEL: 951.277.0800 FAX: 951.277.5300 DESIGNER OWNER 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TICKET# A-242900060 DIGALERTEXCAVATION LEGEND - GENERAL PROP. VAULTV PROP. BORE PROP. BORE PIT PROP. TRENCH PROP. POTHOLE PROP. PEDESTALP EX. HANDHOLE / SCE VENT EX. UTILITY MANHOLE EX. LIGHT POLE EX. TREE EX. VAULT / PEDESTAL / CABINET COMPASS EXCAVATION PLAN DESIGNED BY:INLAND ENGINEERING SERVICES DRAFTED BY:INLAND ENGINEERING SERVICES TEL. NUMBER:(951) 277-0800 x257 PERMIT COORDINATOR: EMAIL: DATE: 10/23/2024EX. TELEPHONE POLE EX. FIRE HYDRANT ANCHOR THOMAS GUIDE PG GRID #XXXXXXXXXX SUBSTRUCTURE MAP #XXXXXXXXXX CADASTRAL MAP #XXXXXXXXXX PLANS & PROFILES #XXXXXXXXXX SEWER INDEX #XXXXXXXXXX DRAINAGE MAP #XXXXXXXXXX REFERENCES VICINITY MAP N.T.S. NORTH TOTAL WORK DURATION: 5 DAYS EX. VAULTV 1"=20'SCALE: agrim@inland-engineering.com AMBER GRIM AVE BU E N A S U E R T E D E L R E Y R D 31121 AVENIDA BUENA SUERTE 31107 AVENIDA BUENA SUERTE 31110 AVENIDA BUENA SUERTE 30867 DEL REY RD PROP. 10"x22" CATV PEDESTAL 10+27 TIE INTO EXIST. PEDESTAL 11+58 11+42 CONSTRUCTION NOTES: 1.BORE TO PLACE PVC (SCH-40) CONDUIT. COUNT AND SIZE PER CONDUIT DATA BLOCK ............................... 341 L.F. 2.TIE INTO EXISTING PEDESTAL .............................................................. 1 EA. 3.PLACE 10"x22" CATV PEDESTAL (HAND DIG ONLY) ............................ 1 EA. 4.PLACE 3'x5' BORE/RECEIVING PIT ........................................................ 3 EA. 5.PLACE 3'x5' POTHOLES TO LOCATE UTILITIES ................................... 4 EA. 6.PLACE PVC (SCH-40) CONDUIT STUB OUT. COUNT AND SIZE PER CONDUIT DATA BLOCK ................................... 1 EA. - INTERSECTION STA:10+00 AVE BUENA SUERTE 10+00 DEL REY RD CONSTRUCTION NOTES: 1.BORE UNDER ALL CURBS & GUTTERS. 2.EXISTING TV VAULTS ARE TO REMAIN IN PLACE. 3.USE 1 SACK SLURRY IN STREETS. USE NATIVE SOIL IN PKWY. 4.ALL CONDUITS SHALL BE SCH-40 UNLESS OTHERWISE SPECIFIED, ALL SWEEPS TO POLES SHALL BE SCH-80. 5.CONTRACTOR TO POT HOLE FOR EXISTING DEPTH OF UTILITIES CONDUIT PRIOR TO START OF CONSTRUCTION. 6.CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE MATCH EXISTING LANDSCAPE TO THE SATISFACTION OF THE SATISFACTION OF THE CITY RESIDENT ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS DONE BY THE CONTRACTOR ON USA, AND TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO POT HOLE THE EXISTING UTILITIES AND VISUALLY LOCATE THE LINE OR STRUCTURE WHILE PERFORMING THE JACK AND BORE OPERATION AND IS RESPONSIBLE FOR THE PROTECTION AND ANY DAMAGED TO THE THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS THE PRIVATE ENGINEER FORM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED GENERAL NOTES: 1.ALL WORK SHALL CONFORM TO LATEST EDITION OF THE "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE CITY AS MODIFIED BY STANDARD PLANS. 2.THE EXISTENCE AND LOCATION OF UTILITY LINES SHOWN HEREON ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. OTHER UTILITY LINES MAY EXIST; CONTRACTOR SHALL VERIFY PRIOR TO START OF CONSTRUCTION AND SHALL USE EXTREME CARE AND PROTECTIVE MEASURES TO PREVENT DAMAGE TO THE SAME. HE IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES, VALVES, METERS, TRAFFIC SIGNAL CONDUIT,& DETECTOR LOOPS, ETC.; WITHIN LIMITS OF WORK WHETHER THEY ARE SHOWN OR NOT. 3.AT LEAST TWO WORKING DAY PRIOR TO STARTING WORK NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133). 4.INDEMNIFICATION CLAUSE-CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5.ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE PER LATEST EDITION CA MUTCD: (CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) UNLESS OTHERWISE SPECIFIED. 6.ALL PAVEMENTS, CURBS , GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE RECONSTRUCTED PER CITY IMPROVEMENT STANDARDS. 7.PRIOR TO THE BEGINNING OF ANY EXCAVATION AND THROUGHOUT THE COURSE OF CONSTRUCTION WORK THE CONTRACTOR SHALL COMPLY WITH THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH OF 1973 INCLUDING ALL REVISIONS AND AMENDMENTS THERETO. 8.THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS ON THE PROJECT SITE AND BE FAMILIAR WITH ALL APPLICABLE STANDARDS. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING ABOVE OR BELOW GROUND IMPROVEMENT, AS A RESULT OF HIS REPLACEMENT OF SAME TO THE SATISFACTION OF THE CITY. 10.ALL BACKHOE EXCAVATION SHALL BE SAW CUT TO FACILITATE REMOVAL BY THE USE OF A POWER DRIVEN SAW. THE CUT SHALL BE STRAIGHT, CLEAN, AND TO THE FULL DEPTH OF THE SECTION OF MATERIAL TO BE REMOVED. 11.EXISTING PORTLAND CEMENT CONCRETE SHALL BE SAW CUT TO FACILITATE REMOVAL BY THE USE OF A POWER DRIVEN SAW. THE DEPTH OF THE CUT SHALL BE DEEP ENOUGH TO PRODUCE A CLEAN, STRAIGHT BREAK WITHOUT CRACKING, CHIPPING LOOSENING ADJOINING PCC. THE EXISTING PCC SHALL BE CUT BEYOND THE CONFIGURATION OF THE TRENCH OR EXCAVATION AREA AS MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR TO ELIMINATE SMALL "FLOATING" PIECES OF CONCRETE. CONCRETE PANELS SHALL BE REMOVED OR REPLACED FROM SCORE LINE TO SCORE LINE(ENTIRE PANEL) WHERE PCC IS DAMAGED OR CRACKED. THE SAW CUT LIMITS SHALL BE LOCATED NO CLOSER THAN 3 FEET FROM A SCORE LINE OR COLD JOINT. MIN. PCC REMOVAL IS 25 SQUARE FEET, SCORE LINE TO SCORE LINE. 12.UNLESS OTHERWISE NOTED: 3" CONDUIT BENDS SHALL HAVE A RADIUS OF 3'. 2" CONDUIT BENDS SHALL HAVE A RADIUS OF 2'. PLACE 1 SACK SLURRY MIX AROUND ALL CONDUIT BENDS HAVING A RADIUS OF LESS THAN 50'. 13.ALL CONDUIT SHALL BE SCH-40 UNLESS OTHERWISE SPECIFIED. ALL SWEEPS TO POLES SHALL BE SCH-80. 14.REMOVE AND REPLACE CURB AND GUTTER ABOVE SWEEPS TO VAULTS IN THE SIDEWALK, OR BORE UNDER CURB AND GUTTER. JETTING IS NOT ALLOWED. 15.THE CONTRACTOR SHALL NOTIFY THE APPLICABLE DEPARTMENTS OF THE CITY AT LEAST TWO DAYS BEFORE START OF THE WORK. DURING THE COURSE OF WORK. THE CONTRACTOR SHALL CALL FOR INSPECTION OF ALL APPLICABLE WORK. 16.ALL SHRUBS, PLANTS, OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE COURSE OF THE WORK SHALL BE REPLANTED OR REPLACED PER CITY ENGINEER'S DIRECTION. 17.DURING THE COURSE OF THE WORK, PEDESTRIANS AND VEHICULAR ACCESS MUST BE MAINTAINED AT ALL TIMES. 18.NON-SKID CALTRANS APPROVED STEEL PLATES SHALL BE RECESSED IN TRENCH CROSSING MAJOR STREETS (AREA DESIGNATED BY THE CITY ENGINEER) AND INSTALLED PER CALTRANS SPECS. PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE THICKNESS OF THE PLATE AND TO THE WIDTH AND LENGTH EQUAL TO THE DIMENSIONS OF THE PLATES. 19.STEEL PLATES USED FOR BRIDGING MUST EXTEND A MINIMUM OF 12" BEYOND EDGES OF TRENCH. 20.TEMPORARY PAVING WITH COLD MIX SHALL BE USED TO FEATHER THE EDGES OF THE PLATES TO MINIMIZE WHEEL IMPACT. CONTRACTOR MAY BE REQUIRED TO WELD PLATES TOGETHER TO MINIMIZE RATTLING. CONTRACTOR MAY BE REQUIRED TO SWEEP UP LOOSE GRAVEL SEVERAL TIMES PER DAY AS DEEMED NECESSARY BY CITY ENGINEER. 21.BRIDGING SHALL BE SECURED AGAINST DISPLACEMENT USING ADJUSTABLE CLEATS, SHIMS OR OTHER DEVICES. 22.RESTORE ALL LANDSCAPING, INCLUDING IRRIGATION SYSTEM AROUND VAULTS. 23.INSTALL VAULTS NEXT TO CURB WHERE POSSIBLE. 24.NEW PAVEMENT SHALL BE PER CITY STANDARD 25.TACK COAT SHALL BE APPLIED OVER ROADWAY SURFACE PRIOR TO PAVEMENT INSTALLATION. TACK COAT SHALL BE PG 64-10 PAVING ASPHALT OR SS-1H EMULSIFIED ASPHALT PER "GREEN BOOK" REQUIREMENTS. 26.ONE SACK SLURRY MIX SHALL BE USED FOR BACKFILL. ALL SLURRY BACKFILLS WILL REQUIRE 72 HOURS OF CURE TIME. ALL EXCAVATION. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP TEMPORARY TRAFFIC CONTROL SHOWN ON ACCOMPANYING TRAFFIC CONTROL PLAN LD24-1860. WHERE PLAN NOTES CONFLICT THE CITY OF TEMECULA NOTES SHALL GOVERN. SEE SHEET 02 FOR UTILITY PLAN GENERAL NOTES AND DETAILS. 6" VARIES 36 " MI N C O V E R 6" VARIES 3" MIN 3" MIN *REMOVE AND REPLACE EXISTING A.C IF REMNANT IS 2' OR LESS AND REPLACE CURB & GUTTER CONTRACTOR TO VERIFY DEPTH OF ALL UTILITY CROSSINGS AND KEEP A MIN OF 12" CLEARANCE SAWCUT EDGES 12 " MI N . *NOTE: WHERE CUT IS 24” OR LESS FROM THE EDGE OF AN EXISTING PATCH, CURB & GUTTER, CONCRETE PAVEMENT, CONCRETE CROSSWALKS AND/OR DECORATIVE PAVERS, REMOVE THE EXISTING A.C. BETWEEN THE CUT AND THIS EDGE AND REPLACE. EXISTING ASPHALT AT A MIN. MATCH EXISTING ASPHALT THICKNESS 12" A.B. @ 95% COMPACTION PROPOSED PVC CONDUIT 1 SACK SLURRY VARIES VARIES BORE PIT / POTHOLE - LANDSCAPE - DETAIL N.T.S 3" MIN 3" MINCONTRACTOR TO VERIFY DEPTH OF ALL UTILITY CROSSINGS AND KEEP A MIN OF 12" CLEARANCE LANDSCAPE TO BE REPLACED TO ORIGINAL SURFACE EXISTING LANDSCAPE 36 " MI N C O V E R 12 " MI N . PROPOSED PVC CONDUIT C&G BACKFILL VIBRATED TO 95% COMPACTION 36 " MI N C O V E R BORE PIT / POTHOLE - ASPHALT - DETAIL N.T.S EX. GAS EX. WATER EXCAVATION LEGEND - UTILITIES W G EX. CROWN CASTLECRC CONDUIT DATA BLOCK LD24-4740 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 11/21/2024 11/21/2024 11/21/2024 11/21/20 C/L CENTER LINE C&G CURB & GUTTER R/W RIGHT OF WAY SHEET 02 OF 02 PROJECT: PID# 5652499 CITY OF TEMECULA WORK LOCATION: DEL REY RD & AVE BUENA SUERTE CONCRETE PAVING INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY TARGET/SERVICE ADDRESS: 31110 AVENIDA BUENA SUERTE TEMECULA, CA 925911373 OLD TEMESCAL RD, CORONA, CA 92881 TEL: 951.277.0800 FAX: 951.277.5300 DESIGNER OWNER 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TICKET# A-242900060 DIGALERTEXCAVATION LEGEND - GENERAL PROP. VAULTV PROP. BORE PROP. BORE PIT PROP. TRENCH PROP. POTHOLE PROP. PEDESTALP EX. HANDHOLE / SCE VENT EX. UTILITY MANHOLE EX. LIGHT POLE EX. TREE EX. VAULT / PEDESTAL / CABINET COMPASS EXCAVATION PLAN DESIGNED BY:INLAND ENGINEERING SERVICES DRAFTED BY:INLAND ENGINEERING SERVICES TEL. NUMBER:(951) 277-0800 PERMIT COORDINATOR: EMAIL: DATE: 11/23/2024EX. TELEPHONE POLE EX. FIRE HYDRANT ANCHOR THOMAS GUIDE PG GRID #XXXXXXXXXX SUBSTRUCTURE MAP #XXXXXXXXXX CADASTRAL MAP #XXXXXXXXXX PLANS & PROFILES #XXXXXXXXXX SEWER INDEX #XXXXXXXXXX DRAINAGE MAP #XXXXXXXXXX REFERENCES TOTAL WORK DURATION: 5 DAYS EX. VAULTV agrim@inland-engineering.com AMBER GRIM BUSINESS LICENSE CERTIFICATE Finance Department 41000 Main Street Temecula, CA 92590 CITY OF TEMECULAThe person, firm or corporation named below is hereby granted this certificate (pursuant to the provisions of the City Business License Ordinances of the City of Temecula, California) to engage in, carry on or conduct, in the City of Temecula, California, the business, trade, calling, profession, exhibition or occupation described below for the period indicated. This license is permission only, and is issued without verification that the license is subject to or exempt from licensing by the State of California; nor shall such issuance be deemed a waiver of the City of Temecula of past or future violations of such laws or ordinances. BUSINESS NAME:John Griffin Construction Inc BUSINESS LOCATION:244 Jason Ct, Corona, CA 92879 DESCRIPTION: Contractor-Specialty BUSINESS OWNER:Business License Number: 030631 Effective Date: January 31, 2025Expiration Date: John F Griffin License Fee: $35.00 Fees paid in accordance with City Ordinance NOT TRANSFERABLE and NON-REFUNDABLETO BE POSTED IN A CONSPICUOUS PLACE January 10, 2024JOHN GRIFFIN CONSTRUCTION INC 244 JASON CT CORONA, CA 92879 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTR INSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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. 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). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 9/27/2024 (619) 908-3100 31453 John Griffin Construction Inc. 244 Jason Court Corona, CA 92879 27847 A 1,000,000 X 60474262 3/12/2024 3/12/2025 100,000 5,000 1,000,000 2,000,000 2,000,000 Per GL Ultra Liability Endorsmen 1,000,000A 60474262 3/12/2024 3/12/2025 5,000,000A 60474262 3/12/2024 3/12/2025 5,000,000 B WSD506757702 10/1/2024 10/1/2025 1,000,000 1,000,000 1,000,000 A Equipment Floater 60474262 3/12/2024 Rented/Leased 500,000 Re: Operations of the named insured subject to the terms and conditions of the policy. Certificate holder is named as additional insured per the attached endorsement. 30* days notice of cancellation, 10* days notice of cancellation in the event of nonpayment of premium. City of Temecula 41000 Main Street Temecula, CA 92589 JOHNGRI-01 LAUCH1 Snapp & Associates Insurance Services3838 Camino Del Rio N. STE 310 San Diego, CA 92108 Service@snappins.com Financial Pacific Insurance Company Insurance Company of the West X 3/12/2025 X X XX X X X Land Development Encroachment Permit 41000 Main Street Temecula, Ca 92590 Phone: 951-694-6444 www.temeculaca.gov R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 1 of 2 Revised: 06/16/2020 APPLICATION INFORMATION PERMIT NO.: Type of Encroachment:  Street/Storm Drain  Sewer/Water  Utility Trenching  Signing & Striping  Traffic Signal  Miscellaneous (SPECIFY BELOW) The undersigned hereby applies to excavate, construct and otherwise encroach on City street right-of-way, as follows: Name(s) of street(s) and/or street address: Utility Work Order #: Start Date: End Date: In consideration of granting this application, all applicants including utility companies hereby agree to: 1. If applicable, submit a set of Construction Drawings, Traffic Control Plans, proof of City Business License for all parties involved, proof of Contractor’s License along with this application at the time of submittal. See the Traffic Control Plan Checklist for details. 2. 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. (See below for specific liability insurance requirements.) 3. Remove/relocate any encroachment installed/maintained under this permit, upon written notice from the City Engineer. 4. Notify the Land Development Inspection Division via email at LDInspections@temeculaca.gov at least two (2) working days prior to commencing construction. Hold a pre-construction meeting prior to the start of construction. The developer/general contractor must be present for the timely request of inspections. 5. Comply with the Standard Specifications, most current Improvement Standard Drawings for Public Works Construction, City of Temecula Municipal Code Chapters 13.04 and 18.12, terms and conditions of the permit and all applicable rules and regulations for the City of Temecula and other public agencies having jurisdiction. LIABILITY INSURANCE REQUIREMENTS PROVIDE PROOF OF INSURANCE COVERAGE MEETING THE REQURIEMENTS STATED BELOW OR A CITY ATTORNEY APPROVED EQUIVALENT WITH THE CITY NAMED AS ADDITIONAL INSURED. IN THE EVENT THAT THE INSURANCE IS PROVIDED BY THE CONTRACTOR, THE CITY AND THE OWNER/DEVELOPER MUST BE NAMED AS ADDITIONAL INSURED. THIS REQUREMENT SHALL BE MET BY EITHER THE APPLICANT (DEVELOPER, OWNER, PUBLIC UTILITY AGENCY OR FRANCHISE) OR BY THE CONTRACTOR PERFORMING THE SUBJECT WORK, PRIOR TO BEGININNG ANY WORK PROPOSED UNDER THE SUBJECT ENCROACHMENT PERMIT. Bore to place 122' of PVC (SCH-40) conduit for fiber optic cable. Tie into (1) existing vault. Place (3) bore/receiving pits in the street. Place (1) new PVC conduit stub out. 32769 Tulley Ranch Rd (Rulley Ranch Rd & Pascual Cir) PID 5325679 06/04/2024 06/06/2024 Bore to place 341' of 3" PVC conduit for communication cable. Tie into (1) existing CATV pedestal. Tie into (1) existing manhole. Working Days: 03Place (1) 10"x12" CATV pedestal, Place (1) stub out. Working Days: 05 31110 Avenida Buena Suerte / Del Rey Ave & Ave Buena Suerte PID 5652499 11/18/2024 11/22/2024 LD24-4740 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 11/21/2024 11/21/2024 11/21/2024 11/21/20 Land Development Encroachment Permit 41000 Main Street Temecula, Ca 92590 Phone: 951-694-6444 www.temeculaca.gov R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 2 of 2 Revised: 06/16/2020 Proof of coverage shall be by certificate (Accord or equivalent) naming the City of Temecula as certificate holder and the minimum limits of insurance coverage shall be as follows: a. General Liability: One million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate lim it shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b. Automobile Liability: One million dollars ($1,000,000) per accident for bodily injury and property damage. c. Worker’s Compensation as required by the State of California; Employer’s Liability: One million dollars ($1,000,000) per accident for bodily injury or disease. d. Course of Construction: Completed value of the project. There is a limited exception to this requirement. Owners of single family homes doing work on the home’s driveway approac h located in the public right-of-way, may use their homeowners insurance with public liability and property damage coverage in at least the following minimum limits and which will name the City of Temecula as an additional insured for the duration of the encroachment permit: BODILY INJURY $250,000.00 EACH PERSON $500,000.00 EACH OCCURANCE $500,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS PROPERTY DAMAGE $100,000.00 EACH OCCURANCE $250,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS A combined single limit homeowner’s policy with aggregate limits in the amount of $1,000,000.00 will be considered equivalent to the required minimum limits. Homeowners: a copy of the required homeowners insurance and a Certificate of Insurance showing the City named as an additional insured shall be attached to the application. The undersigned applicant and/or contractor states that they have read and agrees to meet all the conditions on this application, including provisions of required liability insurance or a City Attorney approved equivalent, and acknowledges that this application will be made a part of the encroachment permit. APPLICANT’S INFORMATION (THIS SECTION MUST BE COMPLETED) Company Name: Mailing Address: Contact: Phone #: E-mail: I hereby warrant and represent to the City that I am authorized to execute this permit application on behalf of the permittee and bind the permittee to the agreements contained herein and any conditions of the permit. Authorized Signature: Date Applied: CONTRACTOR’S INFORMATION Company Name: Mailing Address: Contact: Phone #: 24-HR Emergency #: State Contractor’s License #: Class: City Business License #: Charter Communications (Marcus/Owner) / Inland Engineering Services (Amber/Applicant) 7337 Central Ave, Riverside, CA 92504 / 1373 Old Temescal Rd, Corona, CA 9288 Amber Grim 951.277.0800 x257 agrim@inland-engineering.com 04/30/2024 H H S Construction 2042 S. Grove Ave., Ontario CA 91761 Michael Sisler (909) 393-3322 818906 A / C31 049178 10/29/2024 John Griffin Construction Inc 244 Jason Ct, Corona, CA 92879 John Griffin (951) 278-2377 (310) 363-5235 030631618983C10 B C7 A Charter Communications (Stephen/ Owner)/Inland Engineering Services (Amber Grim/ Applicant