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HomeMy WebLinkAboutLD22-6840Permit Number: LD22-6840 LD - Utilities/ Excavation - Parallel Issued: 01/23/2023 Expired: 12/18/2023 Job Address: 27345 Jefferson Ave 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 Veronica Barrozo 2042 S. Grove Ave Ontario, CA 91761 (909) 721-3785 Applicant: Hhs Construction, Llc 2042 S Grove Avenue Ontario, CA 91761 (909) 393-3322 Contractor: Utility Work Order Number: PID_3933852 Description: UPDATE 6/19/23: Change in Work Hours per Inspector (JW) Approved to work Monday - Friday, no holidays, 8:30am - 3:30pm Charter PID 3933852 WORK HOURS SHALL BE SUNDAY - THURSDAY, NO HOLIDAYS, 9:00pm - 5:00am Sunday, 3/12/23, on Winchester - Work Hours: 7PM to 5AM (Approved by JW) Tuesday, 3/14/23, on Enterprise - Work Hours: 7:30AM to 4PM (Approved by JW) Location: Jefferson Ave, Winchester Rd, and Enterprise Cir Proposed work: Place one (1) new vault as shown on Charter "EXCAVATION PLAN 27345 JEFFERSON AVE, LD22-6840" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD22-6840 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 Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities***** Permit Number: LD22-6840 LD - Utilities/ Excavation - Parallel Public Works Inspector. Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work. Permittee must also request a final inspection, via LDInspections@temeculaca.gov, 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. Page 2 of 3 Permit Number: LD22-6840 LD - Utilities/ Excavation - Parallel Permitee Date City Engineer or Authorized Representative Date 01/23/2023 Page 3 of 3 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. x 27345 JEFFERSON AVE PID_3933852 On the SE/s of Jefferson Ave rod and rope W through existing unerground conduit for 708'. Trench W to place 8' of 2" conduit. Bore W then S to place 142' of 2" conduit. Trench S to place 198' of 2" conduit. Place 1 new Charter 17"x30" vault and trench E to place 9' of 2" conduit. 12/12/2022 12/05/2022 LD22-6840 CLEARED BY CITY OF TEMECULA PUBLIC WORKS tricia.ortega 12/02/2022 12/02/2022 12/02/2022 12/02/20 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, LLC 7337 Central Ave, Riverside, CA, 92504 Sofia Alvarez 909-544-7032 permits@hhscommunications.net 11/09/2022 HHS Construction, LLC 2042 S Grove Ave, Ontario CA, 91761 Sofia Alvarez 909-544-7032 909-544-7032 818906 A,B,C-7,C10,C31 049178 VICINITY MAP N.T.S. N.T.S. PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS TEMECULA, CA 92590 CONTRACTOR: PROJECT ID: 3933852 27345 JEFFERSON AVE CHARTERSpectrum 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 3 1 TRAFFIC CONTROL 27345 JEFFERSON AVE 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX© UNDERGROUND SERVICE ALERT CA L L B E F O R E YO U D I G ! Call:TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED CONDUIT WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION WORK LOCATION TRAFFIC CONE BARRICADE FLASHING ARROW SIGN DIRECTIONAL ARROW HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER SYM NOTES 1. TEMP NO PARKING SIGNS WHERE AFFECTED 72 HOURS PRIOR TO START OF WORK. 2. MAINTAIN DRIVEWAY ACCESS AS CONSTRUCTION ALLOWS. 4. MAINTAIN 12' MINIMUM TRAVEL LANE WIDTH. 5. CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH WORK ZONES WHERE SIDEWALK IS AFFECTED. 6. FLAGGERS TO ASSIST DRIVERS EXITING DRIVEWAYS WHEN WORK ACTIVITY MAY IMPAIR VIEW OF APPROACHING VEHICLES. A* 25 30 35 40 45 50 100 250 250 250 350 350 125 180 540 600 65 90 125 160 270 300 45 60 85 110 180 200 160 205 260 315 380 450 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 600 50 60 70 80 90 25 30 35 40 45 50 50 50 100 100 100 (2) 245 320 TABLE "A" * FOR 12' LANE WIDTH. IF LANE IS WIDER THEN 12', THE L, 1/2L & 1/3L SHALL INCREASE PROPORTIONATELY. RECOMMENDED TAPER, BUFFER AND SIGN SPACING SIGN SPACING FT B* MERGING FT C* SHIFTING FT D* SHOULDER FT E* BUFFER SPACE FT MAXIMUM CHANNELIZER SPACING FT MAXIMUM CHANNELIZER SPACING FT TAPER L TAPER 1/2 LTAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 WORK DURATION: 4 DAYS WORK HOURS SUNDAY- THURSDAY 9:00PM - 5:00AM SOW ROD & ROPE (708') THROUGH EXISTING CATV CONDUIT. EXCAVATION TO PLACE NEW UNDERGROUND CATV VAULT & NEW UNDERGROUND CONDUIT. WORK AREA LD22-6840 HHS CONSTRUCTION C51747 06/30/2024 12/16/2022 HHS CONSTRUCTION 2042 S GROVE AVE, ONTARIO, CA 91761 (909) 731-8116 John Orolfo 1/23/2023 1/23/2023 P A R K W A Y P A R K W A Y S I D E W A L K D D SIDEWALK PARKWAY SIDEWALK PARKWAY SID E W A L K D SI D E W A L K SI D E W A L K SI D E W A L K S I D E W A L K P A R K W A Y P A R K W A Y P A R K W A Y S I D E W A L K R A I S E D M E D I A N S I D E W A L K D SIDEWALK SIDEWALK S I D E W A L K S I D E W A L K S I D E W A L K D D P A R K W A Y S I D E W A L K D V V S T O P S T O P 45'SH O U L D E R TA P E R 140' BUF F E R 20 ' 8' 12' M I N 12' M I N 1 2 ' M I N 11' 11' 1 2 ' M I N 12' 11' 11' 100' 100' 100' 2 5 0 ' 2 5 0 ' 20 ' 8' 12' MIN 2 9 6 ' B U F F E R VICINITY MAP N.T.S. N.T.S. PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS CONTRACTOR: CHARTERSpectrum 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 3 2 TEMECULA, CA 92590 PROJECT ID: 3933852 27345 JEFFERSON AVE 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX© UNDERGROUND SERVICE ALERT CA L L B E F O R E YO U D I G ! Call:TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED CONDUIT WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION WORK LOCATION TRAFFIC CONE BARRICADE FLASHING ARROW SIGN DIRECTIONAL ARROW HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER SYM TRAFFIC CONTROL 27345 JEFFERSON AVE (SEE SHEET 1 FOR GENERAL NOTES) WORK DURATION: 4 DAYS WORK HOURS SUNDAY- THURSDAY 9:00PM - 5:00AM SOW ROD & ROPE (708') THROUGH EXISTING CATV CONDUIT. EXCAVATION TO PLACE NEW UNDERGROUND CATV VAULT & NEW UNDERGROUND CONDUIT. 0 SCALE: 1"= 40' 40' 80' WORK ROAD AHEAD W20-1 WORK ROAD AHEAD W20-1 WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 ROAD WORK END G20-2 ROAD WORK END G20-2 SIDEWALK R9-9 CLOSED C30(CA) LANE CLOSED C30(CA) LANE CLOSED SIDEWALK R9-9 CLOSED SIDEWALK R9-9 CLOSED C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED C24 (CA) SHOULDER WORK AHEAD C30(CA) LANE CLOSED C30(CA) LANE CLOSED FOC FOC ROW ROW SEE SHEET 3 OF 3 "A" MATCHLINE "A" W I N C H E S T E R R D 4 0 M P H EN T E R P R I S E C I R N 25 M P H ENTERPRISE CIR N 25 MPH W I N C H E S T E R R D 4 0 M P H FO C FO C RO W RO W F O C F O C R O W R O W WORK AREA CLOSED AHEAD C20(RT) RIGHTLANE LD22-6840 1/23/2023 1/23/2023 D BIKE LANE SIDEWALK D P A R K W A Y S I D E W A L K RAISED MEDIAN RAISED ME D I A N PAINTED M E D I A N RAISED MEDIAN RAISED MEDIAN SIDEWALKSIDEWALK D SIDEWALK PARKWAY SIDEWALK BIKE LANE SIDEWALK PARKWAY PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY BIKE LANE BIKE LANE BIKE LANE SIDEWALK D SIDEWALK D SIDEWALK S I D E W A L K S I D E W A L K S I D E W A L K S I D E W A L K SI D E W A L K V V V 550' BUFFER 80' TURN POCKET 320' MERGING TAPER 110' SHOULDER TAPER 4' M I N 1 2 ' M I N 11' 12' 1 2 ' M I N 1 2 ' M I N 11' 11' 12' 2 5 0 ' 250'250' 12 ' 10 '12' MIN 10 ' 16 ' 12' MIN 12' MIN 12' MIN 12 ' 12 ' 11 ' 250' D D D S I D E W A L K S I D E W A L K P A R K W A Y 250' PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY SIDEWALK 110' SHOULDER TAPER 315' BUFFER 250'250' 12' MIN12' MIN 10 ' 10 ' 10 ' 10 ' D D D PAINTED MEDIAN PAINTED MEDIAN BIKE LANE BIKE LANE BIKE LANEBIKE LANE BIKE LANE BIKE LANE BIKE LANE 250'VICINITY MAP N.T.S. N.T.S. PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS CONTRACTOR: CHARTERSpectrum 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 3 3 TEMECULA, CA 92590 PROJECT ID: 3933852 27345 JEFFERSON AVE 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX© UNDERGROUND SERVICE ALERT CA L L B E F O R E YO U D I G ! Call:TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED CONDUIT WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION WORK LOCATION TRAFFIC CONE BARRICADE FLASHING ARROW SIGN DIRECTIONAL ARROW HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER SYM TRAFFIC CONTROL 27345 JEFFERSON AVE (SEE SHEET 1 FOR GENERAL NOTES) WORK DURATION: 4 DAYS WORK HOURS SUNDAY- THURSDAY 9:00PM - 5:00AM SOW ROD & ROPE (708') THROUGH EXISTING CATV CONDUIT. EXCAVATION TO PLACE NEW UNDERGROUND CATV VAULT & NEW UNDERGROUND CONDUIT. 0 SCALE: 1"= 40' 80'40' WORK ROAD AHEAD W20-1 WORK ROAD AHEAD W20-1 WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 ROAD WORK END G20-2 ROAD WORK END G20-2 C24 (CA) SHOULDER WORK AHEADC30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED CLOSED BIKE SC11 (MOD) LANEW4-2R CLOSED AHEAD C20(RT) RIGHTLANE W11-1 W16-1 W11-1 ASSEMBLY SHARE THE ROAD W12-1 C30(CA) LANE CLOSED TURN RIGHT M U S T RIGHT LANE R3-7R R3-4 R3-4 C30(CA) LANE CLOSED CROSS HERE SIDEWALK CLOSED R9-11AL C30(CA) LANE CLOSED W11-1 W16-1 W11-1 ASSEMBLY SHARE THE ROAD CLOSED BIKE SC11 (MOD) LANE W12-1 C30(CA) LANE CLOSED C30(CA) LANE CLOSED SIDEWALK R9-9 CLOSED JEFFERSON AVE 40 MPH JEFFERSON AVE 40 MPH WINCHESTER RD 40 MPH JEFFERSON AVE 40 MPH W I N C H E S T E R R D 4 0 M P H SEE SHEET 2 OF 3 "A" MATCHLINE "A" SE E A B O V E L E F T "B " M A T C H L I N E " B " SE E B E L O W R I G H T "B " M A T C H L I N E " B " FOC FOC ROW ROW F O C F O C R O W R O W FOC FOC ROW ROW WORK AREA CLOSED AHEAD C20(BIKE) BIKE LANE CLOSED AHEAD C20(BIKE) BIKE LANE CLOSED BIKE SC11 (MOD) LANE LD22-6840 1/23/2023 1/23/2023 CONSTRUCTION NOTES -DURING EXCAVATION, WORK CREW TO TUNNEL UNDER EXISTING CURB & GUTTER AND AVOID DISTURBING ADA RAMPS AT ALL TIMES. -CONTRACTOR TO POT HOLE FOR EXISTING DEPTH OF UTILITIES PRIOR TO START OF CONSTRUCTION. -CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE & MATCH EXISTING LANDSCAPE. PROJECT ID: 3933852 LOCATION: UNDERGROUND SERVICE ALERT CA L L B E F O R E YO U D I G ! Call:TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG CHARTERSpectrum 27345 JEFFERSON AVE TEMECULA, CA 92590 CITY OF TEMECULA VICINITY MAP N.T.S. N.T.S. UNDERGOUND SCOPE OF WORK NEW HANDHOLE TRENCH FT. BORE FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL AERIAL/UNDERGROUND SCOPE OF WORK ROD & ROPE FT. TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) VAULT(S) ACCESSED 0 EX. UNDERGROUND FT. TOTAL AERIAL FT. 4 0 708' 0 708' 708' EXCAVATION PLAN 27345 JEFFERSON AVE LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE RAILROAD PROPOSED BORE PROPOSED TRENCH E FO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SS SD T SANITARY SEWER STORM DRAIN WATER W CATV GASGAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW HANDHOLE NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P #"# ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P HH ANCHORS RRISER POLE HH V P SHEET 1 OF 2 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX © R E V I S I O N S D E S C R I P T I O N SDATENO. 1 12/08/2022 CITY REDLINES 0 SCALE: 1"= 30' 60'30' DIRECTIONAL BORE DETAIL DIRECTIONAL BORE RIG EXIST. GRADE BORE ROD SEND BORE PIT RECEIVE BORE PIT HDPE 3 F T ± TYPICAL BORE DETAIL MAXIMUM DESCENT SLOPE 10 1 CONDUIT/S SEND BORE PIT 4 FT ± 6 FT ± MAXIMUM ASCENT SLOPE 30 1CONDUIT/S RECEIVE BORE PIT 4 FT ± 4 FT ± DETAIL "E" AIR / HYDRAULIC COMPRESSOR TANK AND LINES PISTON (A) CHISEL (B) CASING PISTON IMPACTS (A) CHISEL (B) CASING MISSILE PIERCING PNEUMATIC TOOL (BORE) DETAIL 'A" CURB AND GUTTER PROFILE EXISTING SITE CONDITIONS VARIES FROM CONCRETE SIDEWALK DIRT OR GRASS. CURB AND GUTTER MISSILE BORING UNDER NOTE: PLACEMENT OF PNEUMATIC PIERCING TOOL VARIES BASED ON THE EXISTING SITE CONDITIONS AND EXISTING UTILITIES PLACED. MISSILE BORING TOOL USED CAN BE FROM 3" TO 5" DIAMETER TO ACCOMODATE EITHER A 2" OR 4" CONDUIT. PLEASE CALL DIG ALERT TO DETERMINE EXACT LOCATIONS OF EXITING UTILITIES. DETAIL "A" SCALE: N.T.S. MISSILE BORING CUT-AWAY EXISTING SITE CONDITIONS VARIES FROM CONCRETE SIDEWALK DIRT OR GRASS. SIDEWALK BORE PIT/POTHOLE DETAIL N.T.S. WORK DURATION: 4 DAYS SOW ROD & ROPE (708') THROUGH EXISTING CATV CONDUIT. EXCAVATION TO PLACE NEW UNDERGROUND CATV VAULT & NEW UNDERGROUND CONDUIT. WORK HOURS MONDAY - FRIDAY 8:30AM - 3:30PM WORK AREA LD22-6840 1 0 5 2 0 347' 347' CLEARED BY CITY OF TEMECULA PUBLIC WORKS tricia.ortega 12/22/2022 12/22/2022 12/22/2022 12/22/20 IN T E R S T A T E 40 5 1 0 1 U S SD SD SD SD SD SD SD SD W W W W W W SS SS SS SS SS SS SS SS SS TVV V WWWWW T T T T T T T VP P E E E E E E W W W E E E G G G G G G G G E E E TV TV V V V V CONSTRUCTION NOTES -DURING EXCAVATION, WORK CREW TO TUNNEL UNDER EXISTING CURB & GUTTER AND AVOID DISTURBING ADA RAMPS AT ALL TIMES. -CONTRACTOR TO POT HOLE FOR EXISTING DEPTH OF UTILITIES PRIOR TO START OF CONSTRUCTION. -CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE & MATCH EXISTING LANDSCAPE. PROJECT ID: 3933852 LOCATION: UNDERGROUND SERVICE ALERT CA L L B E F O R E YO U D I G ! Call:TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG CHARTERSpectrum 27345 JEFFERSON AVE TEMECULA, CA 92590 WORK DURATION: 4 DAYS CITY OF TEMECULA VICINITY MAP N.T.S. N.T.S. UNDERGOUND SCOPE OF WORK NEW HANDHOLE TRENCH FT. BORE FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL AERIAL/UNDERGROUND SCOPE OF WORK ROD & ROPE FT. TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) VAULT(S) ACCESSED 0 EX. UNDERGROUND FT. TOTAL AERIAL FT. 4 0 708' 0 708' 708' 1 0 5 2 0 347' 347' LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE RAILROAD PROPOSED BORE PROPOSED TRENCH E FO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SS SD T SANITARY SEWER STORM DRAIN WATER W CATV GASGAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW HANDHOLE NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P #"# ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P HH ANCHORS RRISER POLE HH V P SHEET 2 OF 2 27 9 ' EXCAVATION PLAN 27345 JEFFERSON AVE 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX © 0 SCALE: 1"= 30' 60'30' 100' 76' 38'38' 12' 12' 100' 76' 38'38' 12' 12' 4' 42' 4' 54 ' 156' 7' 4' 54 ' 2' 30' 11' 39' 39 8 ' T O T H E C / L O F WI N C H E S T E R B L V D 13 0 ' 10 0 ' 12 ' 18 ' 50 ' 50 ' VA R I E S VA R I E S 50 ' VA R I E S 16 ' 7' 78' 56' 28'28' 11'11' 78' 56' 28' 28' 11' 11' SOW ROD & ROPE (708') THROUGH EXISTING CATV CONDUIT. EXCAVATION TO PLACE NEW UNDERGROUND CATV VAULT & NEW UNDERGROUND CONDUIT. WORK HOURS MONDAY - FRIDAY 8:30AM - 3:30PM WINCHESTER RD ENTERPRISE CIR N WINCHESTER RD JE F F E R S O N A V E EN T E R P R I S E C I R N ASPHALT ASPHALT PARKWAYPARKWAY RETAINING WALL 6' 10' 47 ' 6' 10' AD A RAM P PA R K W A Y SI D E W A L K D PA R K W A Y SID E W A L K D PA R K W A Y SI D E W A L K SIDEWALK 54 ' SIDEWALK PARKWAY SIDEWALK RAISED MEDIAN GUTTER GUTTER SI D E W A L K SI D E W A L K SIDEWALK SIDEWALK GUTTER GUTTER D SI D E W A L K SI D E W A L K PA R K W A Y PA R K W A Y 34' 26' 18' 48' 16' RA I S E D M E D I A N RA I S E D M E D I A N SI D E W A L K SI D E W A L K PA R K W A Y PA R K W A Y FOC C/L FOC ROW ROW FOC C/L FOC ROW ROW FO C C/L FO CRO W RO W FO C C/ L FO C RO W RO W FO C C/ L FO C RO W RO W FO C C/ L FO C RO W RO W BPBP BP BP BP CONSTRUCTION TO CONTINUE IN PRIVATE PROPERTY PLACE NEW CHARTER 17"x30" VAULT 11' BEHIND CURB, IN PARKWAY EX. EDISON MANHOLE 1 2" 205' BORE 1 2" 49' BORE 1 2" 93' BORE EX. WATER METER EX. FIRE HYDRANT EX. EDISON VAULT PARKWAY SIDEWALK EX. STREET LIGHT VAULT EX. STREET LIGHT EX. TELCO MANHOLE EX. CATV VAULT 4' BEHIND CURB, IN SIDEWALK P EX. SEWER MANHOLE CONSTRUCTION TO CONTINUE IN PRIVATE PROPERTY EX. CATV VAULT 4' BEHIND CURB, IN PARKWAY EX. CATV VAULT EX. EDISON MANHOLE EX. TELCO VAULT EX. EDISON MANHOLE 1 2" 8' TRENCH EX. UTILITY POLE# NO TAG EX. STREET LIGHT WORK AREA 36' 22' 34 ' LOCATION 1 LOCATION 2 R E V I S I O N S D E S C R I P T I O N SDATENO. 1 12/08/2022 CITY REDLINES LD22-6840 P