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HomeMy WebLinkAboutLD23-6404Permit Number: LD23-6404 LD - Utilities/ Excavation - Parallel Issued: 12/07/2023 Expired: 09/11/2024 Job Address: 43214 Blackdeer Loop 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 Sofia Alvarez 2042 S Grove Ave Applicant: Veronica Barrozo 2042 S. Grove Ave Ontario, CA 91761 (909) 721-3785 Contractor: Utility Work Order Number: PID_4869309 Description: Charter; WO PID_4869309; Black Deer Loop Scope of Work: On the W/s of Diaz Rd, locate existing CATV vault to tie into. Rod and rope heading N for 895' through existing underground CATV conduit. Trench heading W To place 6' of 2" conduit and place new 17"x30" Charter vault. Bore heading NW to place 52' of 2" conduit then trench SW to place 11' of 2" conduit and place new 17"x30" Charter vault. Trench heading NW to place 11' of 2" conduit then Bore heading W to place 164' of 2" conduit and place new 17"x30" Charter vault. Bore heading W to place 140' of 2" conduit and place new 17"x30" Charter vault. Bore heading W to place 154' of 2" conduit and place new 17"x30" Charter vault. Bore heading W to place 61' of 2" conduit. Construction to continue in private property. All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-6404 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 Public Works Inspector. 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: LD23-6404 LD - Utilities/ Excavation - Parallel 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. Permitee Date Page 2 of 3 Permit Number: LD23-6404 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 12/07/2023 Page 3 of 3 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: 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 COMPENSATION AND 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 RENTED CLAIMS-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 AGG $JECT OTHER:$ 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 LIMIT $DESCRIPTION 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. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE Lockton Companies 444 W. 47th Street, Suite 900 Kansas City MO 64112-1906 (816) 960-9000 kcasu@lockton.com HHS CONSTRUCTION, LLC 2042 S. GROVE AVE. ONTARIO CA 91761 - Hartford Casualty Insurance Company 29424 Hartford Fire Insurance Company 19682 Twin City Fire Insurance Company 29459 X X 1,000,000 300,000 10,000 1,000,000 2,000,000 2,000,000 X X X X $1,000,000 XXXXXXX XXXXXXX XXXXXXX XXXXXXX X X X 10,000 10,000,000 10,000,000 XXXXXXX XXXXXXX XXXXXXX XXXXXXX C 37 UENOL5831 9/30/2023 9/30/2024 A 37 ECS0L5825 9/30/2023 9/30/2024 B 37XHUOL5832 9/30/2023 9/30/2024 NOT APPLICABLE 9/30/2024 1451971 N N N N N N 8/31/2023 16271358 16271358 XXXXXXX CITY OF TEMECULA 41000 MAIN STREET TEMECULA CA 92590 RE: ALL OPERATIONS PERFORMED BY THE NAMED INSURED DURING THE CURRENT POLICY PERIOD. EXCEPT 10 DAYS NOTICE OF CANCELLATION OF NON-PAYMENT OF PREMIUM; SHOULD THIS POLICY BE CANCELLED BEFORE THE EXPIRATION DATE, LOCKTON COMPANIES WILL MAIL 30 (THIRTY) DAYS WRITTEN NOTICE TO THOSE CERTIFICATE HOLDERS WHICH REQUIRE SUCH ACTION PER CONTRACT OR AGREEMENT. X X CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 11/07/2023 11/07/2023 11/07/2023 11/07/20 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: 4869309 LOCATION: UNDERGROUND SERVICE ALERT C A 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 CHARTER Spectrum WORK DURATION: 12 DAYS CITY OF TEMECULA VICINITY MAP N.T.S. N.T.S. EXCAVATION PLAN 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 "B" 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 VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P #"# ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P V ANCHORS RRISER POLE HH V P N.T.S. SCALE POLYMER CONCRETE BOX & COVER ASSEMBLY 17"X30"X18" 17"X30" BOX ASSEMBLY 12" TO 30" DEPTHS 17"X30"X18" 17"X30"X18" 10K 8 A6001640APCX18 6 20K 15/22 A6001640TAPCX18 / A6001640HDAPCX18 166 LBS.6 BOX & COVER ASSEMBLY 17"x30" HAND HOLE DETAIL 19 1/4" 17 3/4" 16 1/4"2" 32 1/4" 30 3/4" 29 1/4" SP E C I F Y DE P T H SE E C H A R T 17 1 / 2 " 3" 30 1/2" 2" PLAN VIEW POLYMER CONCRETE COVER 1 PIECE COVER SECTION A-A SECTION B-B B B AA 1/2" TYP. ℄℄ FLOATING NUT (2X) 140 LBS. MODEL NO. A6001640APCX18 DETAIL "C" 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©A COMPANY R E V I S I O N S D E S C R I P T I O N SDATENO. LANDSCAPE BORE PIT/POTHOLE DETAIL N.T.S. AIR / HYDRAULIC COMPRESSOR TANK AND LINES DETAIL "A" SCALE: NTS MISSILE BORE CUT-AWAY 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. EXISTING STREET CONDITIONS TO DIG A MINIMUM POT HOLE SIZE OF 4' L X 2' W X DEPTH VARIES. 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 5" CONDUIT. PLEASE CALL DIG ALERT TO DETERMINE EXACT LOCATIONS OF EXITING UTILITIES. WORK DAYS: SUNDAY TO THURSDAY 0 SCALE: 1"=20' 20'40' WORK AREA SOW ROD & ROPE 895' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 661' OF NEW UNDERGROUND CATV CONDUIT & (5) NEW VAULTS. LANDSCAPE TRENCH DETAIL N.T.S. ” ASPHALT BORE PIT/POTHOLE DETAIL N.T.S. UNDERGROUND SCOPE OF WORK NEW VAULT TRENCH FT. BORE FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. 0 0 0 661 895 1556 5 0 8 15 28 633 661 NEW UNDERGROUND FT. WORK HOURS: 9PM TO 5AM 43214 BLACK DEER LOOP TEMECULA, CA 92590 43214 BLACK DEER LOOP LD23-6404 1 11/15/2023 CITY REDLINES CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 11/29/2023 11/29/2023 11/29/2023 11/29/20 W E E E E E E E S S S S S S S S S S S S S S E E E E E E E T T T T T T T E E E E E E E T T T T T T T G A S G A S G A S G A S G A S G A S G A S W W W W W W W T T T T T T T GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS D I A Z R D F O C C / L F O C R O W R O W D D F O C C / L F O C R O W R O W BLA C K D E E R L O O P G U T T E R 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 P A R K W A Y PAR K W A Y GUT T E R GUT T E R SID E W A L K PAR K W A Y GUT T E R H H H H W W E E S S S S G A S W 100' 31' 69' 100' 31' 69' 12' 19' 23' 46' 12' 19' 19' 50' V V BPBP BP BP PP P P P P 2' 6' 21' 52' 62' 2 4 ' 2' 2' 64' 9' 9' 164 ' 3 1 ' 9' 2' 2 4 ' 2 4 ' 2' 2 4 ' 2' 1 2" 52' BORE 1 2" 62' BORE EXIST TREE EXIST FIRE HYDRANT PLACE NEW CHARTER 17"X30" VAULT 2' BEHIND CURB, IN PARKWAY EXIST WATER VALVE EXIST GAS VALVE EXIST ELECTRIC MANHOLE 1 2" 6' TRENCH EXIST TREE PLACE NEW CHARTER 17"X30" VAULT 9' BEHIND CURB, IN PARKWAY EXIST LETTER BOX12" 11' TRENCH EXIST TREE EXIST SEWER MANHOLE EXIST WATER VALVE EXIST WATER VALVE 1 2" 164' BORE EXIST TREE PLACE NEW CHARTER 17"X30" VAULT 2' BEHIND CURB, IN PARKWAY Y-INTERCEPT EX. CATV CONDUIT IN ASPHALT 27' 26' 24' 16' 15' 12' 9' 6 8 ' 60' 25'12' 1 2" 11' TRENCH FOC C/L FOC ROW ROW FOC C/L FO C ROW ROW V 1 0 ' 3 1 ' 1 6 ' 8' 6' 6 6 ' 3 3 ' 3 3 ' 1 1 ' 2 2 ' 2 2 ' 1 1 ' BP W BLA C K D E E R L O O P GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E SS SS SS SS SS SS SS SS SS SS SS SS E D D PAR K W A Y GUT T E R PAR K W A Y GUT T E R D D D AS P H A L T H H H H HH H H H H W W W W W W HH V V BP BP BP BP P P P 140 ' 69' 2 4 ' 2' 2 4 ' 2' 2 4 ' 2' 2 4 ' 3 8 ' 2' 61' 7' 85' 1 2" 140' BORE PLACE NEW CHARTER 17"X30" VAULT 2' BEHIND CURB, IN PARKWAY EXIST WATER METER EXIST TREE EXIST FIRE HYDRANT EXIST WATER VALVE PLACE NEW CHARTER 17"X30" VAULT 2' BEHIND CURB, IN PARKWAY 1 2" 69' BORE 1 2" 85' BORE PLACE NEW CHARTER 17"X30" VAULT 2' BEHIND CURB, IN PARKWAY 1 2" 61' BORE EXIST SEWER MANHOLE EXIST WATER VALVE EXIST WATER METER EXIST FIRE HYDRANT CONSTRUCTION TO CONTINUE IN PRIVATE PROPERTY EXIST WATER METER EXIST UNKNOWN VAULT FOC C/L FOC ROW ROW FOC C/L FOC ROW ROW V EXIST WATER VALVE 1 0 ' 3 1 ' 1 6 ' 8' 6' 6 6 ' 3 3 ' 3 3 ' 1 1 ' 2 2 ' 2 2 ' 6 6 ' 3 3 ' 3 3 ' 1 1 ' 2 2 ' 2 2 ' 1 1 ' EXIST TREE GUT T E R SID E W A L K PAR K W A Y 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: 4869309 LOCATION: UNDERGROUND SERVICE ALERT C A 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 CHARTER Spectrum 43214 BLACK DEER LOOP TEMECULA, CA 92590 CITY OF TEMECULA UNDERGROUND SCOPE OF WORK NEW VAULT TRENCH FT. BORE FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. 0 0 0 661 895 1556 5 0 8 15 28 633 661 EXCAVATION PLAN 43214 BLACK DEER LOOP 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 VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P #"# ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P V ANCHORS RRISER POLE HH V P SHEET 2 OF 2 S E E T O P R I G H T " A " M A T C H L I N E " A " 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©A COMPANY R E V I S I O N S D E S C R I P T I O N SDATENO. 0 SCALE: 1"=20' 20'40' S E E B O T T O M L E F T " A " M A T C H L I N E " A " SOW ROD & ROPE 895' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 661' OF NEW UNDERGROUND CATV CONDUIT & (5) NEW VAULTS. NEW UNDERGROUND FT. WORK DURATION: 12 DAYS WORK DAYS: SUNDAY TO THURSDAY WORK HOURS: 9PM TO 5AM LD23-6404 1 11/15/2023 CITY REDLINES WORK DURATION: 12 DAYS WORK HOURS: SUNDAY-THURSDAY 9:00PM TO 5:00AM TRAFFIC CONTROL CONSTRUCTION NOTE: CONTRACTOR TO MAINTAIN MIN. 4' CLEARANCE IN ORDER TO MEET ADA REQUIREMENTS OR PROVIDE FLAGGER TO ESCORT PEDESTRIANS THROUGH WORK AREA AT ALL TIMES. D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW 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 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 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS TEMECULA, CA 92590 CONTRACTOR: PROJECT ID: 4869309 43214 BLACK DEER LOOP CHARTERSpectrum LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X 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 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY: DATE: ACCEPTED BY: DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 3 1 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© 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 (SHEET 1 AND 2) 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. A HE A D HIGH LEVEL WARNING DEVICE (HLWD) POST TUBE TRAFFIC CONE CHANGEABLE MESSAGE SIGN TRAILER (TYP.) FLASHING ARROW SIGN TRAILER (TYP.) (FAS)(CMS) MISCELLANEOUS DEVICES SLOW VICINITY MAP N.T.S. N.T.S. WARNING SIGNS MUTCD [FEDERAL HIGHWAY ADMIN.] DESIGNATION (TYP) DETOUR M4-8 C9A(CA) C28A(CA) W1-6L W1-3 TO STOP PREPARED BE W3-4 W4-1L W4-2R W4-2R W5-1 ROAD NARROWS W6-4 W6-3 ENDS W8-3 PAVEMENT SHOULDER W8-4 SOFT GRAVEL W8-7 LOSE ROAD W8-8 ROUGH W9-3 CLOSED CENTER AHEAD LANE W1-8R XX MPH W13-1 W20-3 ROAD CLOSED AHEAD W20-4 ONE LANE ROAD AHEAD W20-5L LEFT LANE CLOSED AHEAD RIGHT W21-1A OIL W21-2 FRESH W21-2 ROAD MACHINERY AHEAD SHOULDER WORK W21-5 SURVEY CREW W21-6 WORK UTILITY AHEAD W21-7 ROAD WORK END G20-2 END DETOUR M4-8A END DETOUR M4-8A DETOUR M4-10R C12(CA) NARROW LANE C27(CA) OPEN TRENCH STOP C28A(CA) SLOW C30(CA) LANE CLOSED W1-4 W20-2 DETOUR AHEADWORK ROAD AHEAD W20-1 W12-1 W1-2 W1-1 R4-7 STOP R3-4 R3-2R3-1 R3-1 R3-18 R3-6 TURN RIGHT M U S T RIGHT LANE R3-7R TURN RIGHT M U S T RIGHT LANE R3-7R R3-17 BIKE LANE ENDS AHEAD R3-17B R3-17A R3-18 R4-1 DO NOT PASS BEGIN RIGHT TURN LANE YIELD TO BIKES R4-4 R4-7A KEEP RIGHT R4-7B KEEP RIGHT R5-6 R9-3 R9-9 CLOSED SIDEWALK USE OTHER SIDE SIDEWALK CLOSED R9-10 CROSS HERE R9-11L SIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSED R9-11AR ROAD CLOSED R11-2 R11-2 R11-2 ROAD CLOSED LOCAL TRAFFIC ONLY AHEAD ROAD CLOSED TO THRU TRAFFIC REGULATORY SIGNS NOTES TEMP. NO PARKING SIGNS WHERE AFFECTED 72 HOURS PRIOR TO WORK. MAINTAIN DRIVEWAY ACCESS AS CONSTRUCTION ALLOWS. MAINTAIN MINIMUM 12' TRAVEL LANE WIDTH. FLAGGERS ARE TO ASSIST DRIVERS EXITING DRIVEWAYS WHEN WORK ACTIVITY MAY IMPAIR VIEW OF APPROACHING VEHICLES AND PEDESTRIANS THROUGH WORK ZONES WHERE SIDEWALK IS AFFECTED. WORK AREAWORK AREAWORK AREA 43214 BLACK DEER LOOP SOW ROD & ROPE 895' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 661' OF NEW UNDERGROUND CATV CONDUIT & (5) NEW VAULTS. SW 2647 12/31/2023 DEOFIDE GROUP, INC. PO BOX 722765 SAN DIEGO, CA 92172 (858) 603-4881 ENGINEERING@DEOFIDE.COM Brian Montesi (858) 603-4881 PO Box 722765, San Diego, CA 92172 Deofide Group, Inc. C547685 12/31/2023 11/16/2023 11/28/23 11/30/23 F O C R O W PARKWAY PARKWAY STOP D D D D V V 12 ' 12 ' 12 ' 125' SHIFT TAPER 350' ROAD WORK END G20-2 WORK ROAD AHEAD W20-1C30(CA) LANE CLOSED R4-7A KEEP RIGHT (CONE MOUNT) F.O.C. F.O.C.PARKWAY 12' 12 ' 13 ' C30(CA) LANE CLOSED 13 ' PARKWAY 1 0 0 ' ONLY R3-5R R4-7A KEEP RIGHT (CONE MOUNT)W6-3 (CONE MOUNT) WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 F . O . C . R . O . W . P A R K W A Y F . O . C . R . O . W . SARAH WAY 25 M.P.H. P A R K W A Y 70' OPENING R4-7A KEEP RIGHT (CONE MOUNT) 13 ' 12' C30(CA) LANE CLOSED C30(CA) LANE CLOSED PARKWAYPARKWAY R4-7A KEEP RIGHT (CONE MOUNT) W6-3 (CONE MOUNT) R3-6L PARKWAY P A R K W A Y P A R K W A Y B L A C K D E E R L O O P 2 5 M . P . H . 13 ' 12 ' 13 ' 13 ' 12' ONLY R3-5R C30(CA) LANE CLOSED C30(CA) LANE CLOSED R4-7A KEEP RIGHT (CONE MOUNT) 55' OPENING R4-7A KEEP RIGHT (CONE MOUNT) W6-3 (CONE MOUNT) A V E N I D A A L V A R A D O DIAZ RD. 45 M.P.H. 13 ' D D D D V V V DIAZ RD. 45 M.P.H. PARKWAY PARKWAY 12'PAINTED MEDIAN T . A . N . S . A . T . 8' 1 2 ' 35' C30A(CA) SHOULDER CLOSED W1 6L C12(CA) NARROW LANE 1 2 ' 8' C30A(CA) SHOULDER CLOSED 35' C30A(CA) SHOULDER CLOSED 1 0 0 ' 35' 1 2 ' 575' BUFFER 2 5 0 ' WORK ROAD AHEAD W20-1 P A R K W A Y T . A . N . S . A . T . R.O.W. R.O.W. B L A C K D E E R L O O P 2 5 M . P . H . W1-4R 12 ' D D D D D D V 1 0 0 ' B U F F E R 8'12' W1-6L C12(CA) NARROW LANE C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED 1 2 ' 45 ' SH O U L D E R TA P E R 1 0 0 ' C30A(CA) SHOULDER CLOSED 35' 1 2 ' 8' CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK TO ALERT OWNER TO POSSIBLE DRIVEWAY CLOSURE AND ALTERNATE ACCESS T . A . N . S . A . T . B L A C K D E E R L O O P 2 5 M . P . H . SEE ABOVE R I G H T"A" MATCHLIN E " A " CONSTRUCTION NOTE: CONTRACTOR TO MAINTAIN MIN. 4' CLEARANCE IN ORDER TO MEET ADA REQUIREMENTS OR PROVIDE FLAGGER TO ESCORT PEDESTRIANS THROUGH WORK AREA AT ALL TIMES. D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW 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 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS CONTRACTOR: CHARTERSpectrum LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED CONDUIT WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION WORK LOCATION TRAFFIC CONE FLAGGER FLASHING ARROW SIGN DIRECTIONAL ARROW HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER SYM 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY: DATE: ACCEPTED BY: DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 3 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© VICINITY MAP N.T.S. N.T.S. WORK DURATION: 12 DAYS TRAFFIC CONTROL 0 SCALE: 1"=40' 40' 80' 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 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 TEMECULA, CA 92590 PROJECT ID: 4869309 (SEE SHEET 1 FOR GENERAL NOTES) NOTES TEMP. NO PARKING SIGNS WHERE AFFECTED 72 HOURS PRIOR TO WORK. MAINTAIN DRIVEWAY ACCESS AS CONSTRUCTION ALLOWS. MAINTAIN MINIMUM 12' TRAVEL LANE WIDTH. FLAGGERS ARE TO ASSIST DRIVERS EXITING DRIVEWAYS WHEN WORK ACTIVITY MAY IMPAIR VIEW OF APPROACHING VEHICLES AND PEDESTRIANS THROUGH WORK ZONES WHERE SIDEWALK IS AFFECTED. SE E S H E E T 3 O F 3 "B " M A T C H L I N E " B " WORK AREAWORK AREA SEE BELOW L E F T "A" MATCHLIN E " A " 43214 BLACK DEER LOOP 43214 BLACK DEER LOOP SOW ROD & ROPE 895' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 661' OF NEW UNDERGROUND CATV CONDUIT & (5) NEW VAULTS. SW WORK HOURS: SUNDAY-THURSDAY 9:00PM TO 5:00AM 2647 12/31/2023 DEOFIDE GROUP, INC. PO BOX 722765 SAN DIEGO, CA 92172 (858) 603-4881 ENGINEERING@DEOFIDE.COM 11/28/23 11/30/23