Loading...
HomeMy WebLinkAboutLD25-0206Permit Number: LD25-0206 LD - Utilities/ Excavation - Parallel Issued: 03/13/2025 Expired: 09/09/2025 Job Address: 41958 Calle Cedral 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 Spectrum/ Charter Communications 7337 Central Ave Riverside, CA 92504 (951) 406-1689 Applicant: John Griffin Construction Inc 244 Jason Ct Corona, CA 92879 (951) 278-2377 Contractor: Utility Work Order Number: PID_5492900 Description: Charter Communications PID #5492900 WORK HOURS SHALL BE: MONDAY THRU FRIDAY, NO HOLIDAYS, 9:00 A.M. - 2:00 P.M. Proposed Location: 41958 Calle Cedral, 1176' W/O Pauba Road and Meadows Parkway intersection, along the N/S of Pauba Road. Proposed Work: Remove and replace 50 sq ft of sidewalk panels from scoreline to scoreline, bore 1,176' and install 2" conduit, 1 -17" x 30" vault and 2 - 17" x 30" pedestals, Trench 7' all in dirt area of right-of-way as shown on the approved Charter Communications "Excavation Plan", LD 25-0206. All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD25-0206. 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. Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities***** Permit Number: LD25-0206 LD - Utilities/ Excavation - Parallel All inspection requests require two (2) business days prior to your scheduled work via our online portal accessed at Land Development Services | Temecula CA. 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. Page 2 of 3 Permit Number: LD25-0206 LD - Utilities/ Excavation - Parallel Permitee Date City Engineer or Authorized Representative Date 03/13/2025 Page 3 of 3 WORK DURATION: 7 DAYS WORK HOURS: MONDAY - FRIDAY 9:00AM TO 2:00PM TRAFFIC CONTROL 41958 CALLE CEDRAL 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 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 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. ERICK ESCOBEDO TRAFFIC ENGINEER 3 1 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: VERONICA BARROZO PHONE 909 393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM HHS CONGRUEXʞ KCUE| 2/13/25CITY REDLINES1 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 (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. A HEA 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 AREA SW SOW EXCAVATION TO PLACE 1183' OF NEW UNDERGROUND CATV CONDUIT, (2) NEW PEDESTALS & (1) NEW VAULT. TEMECULA, CA 92592 PROJECT ID: 5492900 41958 CALLE CEDRAL LD 25-0206 3002 2/26/25CITY REDLINES2 DEOFIDE GROUP, INC. PO BOX 722765 SAN DIEGO, CA 92172 ENGINEERING@DEOFIDE.COM (858) 603-488112/31/2025 03/10/25 3/11/2 5 FO C FO C RO W RO W PA R K W A Y D FOC FOC ROW ROW PARKWAY SIDEWALK PARKWAY SIDEWALK PARKWAY PARKWAY SIDEWALK D D V D D V P P PARKWAY SIDEWAL K PARKWAY PARKWAY PARKWAY D STOP BIK E LA N E 350' WORK ROAD AHEAD W20-1 WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 ROAD WORK END G20-2 C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED 12 ' 22' 12 ' 22' 22' 12' 1 2 ' 12' 1 2 ' 12' 1 2 ' 12' 1 2 ' 8 ' 1 6 ' 9 ' 1 2 ' 1 3 ' 2 4 ' 8' 8' 8' SHOULDE R BIKE LANE SHOULDE R SHOULDE R SHOULDER BIKE LAN E BIKE LANE BIKE LANE 10 0 ' PA R K W A Y PA R K W A Y PA R K W A Y PA R K W A Y PA R K W A Y PAINTED MEDIAN PAUBA RD. 45 M.P.H. CA L L E C E D R A L 25 M . P . H . SIDEWALK R9-9 CLOSED PAUBA RD. 45 M.P.H. 100' BUFFER T.A.N.S.A.T. 5' 7' 5' 7' 7' 1 0 ' 20' 11 ' 11' 1 0 ' 9' 7 ' 1 5 ' 9' 15' 1 0 ' 1 2 ' 1 2 ' 12' 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 CITY REDLINES1 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. 3 2 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: VERONICA BARROZO PHONE 909 393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM HHS CONGRUEXʞ KCUE| VICINITY MAP N.T.S. N.T.S. WORK DURATION: 7 DAYS TRAFFIC CONTROL 41958 CALLE CEDRAL 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 92592 PROJECT ID: 5492900 41958 CALLE CEDRAL (SEE SHEET 1 FOR GENERAL NOTES) SW SOW EXCAVATION TO PLACE 1183' OF NEW UNDERGROUND CATV CONDUIT, (2) NEW PEDESTALS & (1) NEW VAULT. SE E S H E E T 3 O F 3 "A " M A T C H L I N E " A " WORK AREA ERICK ESCOBEDO TRAFFIC ENGINEER 2/13/25CITY REDLINES1 LD 25-0206 3002 WORK HOURS: MONDAY - FRIDAY 9:00AM TO 2:00PM 2/26/25CITY REDLINES2 DEOFIDE GROUP, INC. PO BOX 722765 SAN DIEGO, CA 92172 ENGINEERING@DEOFIDE.COM (858) 603-488112/31/2025 03/10/25 3/11/2 5 FOC ROW BI K E LA N E STOP STOP AH E A D SI G N A L AH E A D SI G N A L D 270' SHIFTING TAPER 1 0 0 ' T.A.N.S.A.T. 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 F O C R O W FO C RO W FO C RO W F O C R O W 12' SIDEWALK PARKWAY PARKWAY PARKWAY SIDEWALK BIKE LANE SIDEWALK SIDEWALK PARKWAY PARKWAY PARKWAY BIKE LANE S I D E W A L K P A R K W A Y RA I S E D M E D I A N SI D E W A L K P A R K W A Y SI D E W A L K PA R K W A Y SI D E W A L K PA R K W A Y PAINTED MEDIAN PAUB A R D . 45 M. P . H . VIA DEANDA 25 M.P.H. CORTE VILLOSA 25 M.P.H. PAUBA RD. 45 M.P.H.10 0 ' W11-1 W16-1 W11-1 ASSEMBLY SHARE THE ROAD 350' W5-1 ROAD NARROW C12(CA) NARROW LANE BI K E LA N E SC H O O L AH E A D SI G N A L SC H O O L AH E A D SI G N A L BIKE LAN E BIK E LAN E 45 45 350'350' 350' FOC ROW 35 0 ' FO C RO W FO C RO W WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 MEADOWS P K W Y . 45 M.P.H. 35 0 FO C RO W FO C RO W MEADOWS P K W Y . 45 M.P.H. ROAD WORK END G20-2 WORK ROAD AHEAD W20-1 PARKWAY SIDEWALK SI D E W A L K SID E W A L K PA R K W A Y BIKE LANE BIKE L A N E BI K E L A N E BI K E L A N E BI K E L A N E BI K E L A N E SIDEWALK PARKWAY SIDE W A L K SIDEW A L K 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 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 CITY REDLINES1 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. 3 3 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: VERONICA BARROZO PHONE 909 393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM HHS CONGRUEXʞ KCUE| VICINITY MAP N.T.S. N.T.S. WORK DURATION: 7 DAYS TRAFFIC CONTROL 41958 CALLE CEDRAL 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 92592 PROJECT ID: 5492900 41958 CALLE CEDRAL (SEE SHEET 1 FOR GENERAL NOTES) SW SOW EXCAVATION TO PLACE 1183' OF NEW UNDERGROUND CATV CONDUIT, (2) NEW PEDESTALS & (1) NEW VAULT. SE E S H E E T 2 O F 3 "A " M A T C H L I N E " A " WORK AREA ERICK ESCOBEDO TRAFFIC ENGINEER 2/13/25CITY REDLINES1 LD 25-0206 3002 WORK HOURS: MONDAY - FRIDAY 9:00AM TO 2:00PM DEOFIDE GROUP, INC. PO BOX 722765 SAN DIEGO, CA 92172 ENGINEERING@DEOFIDE.COM (858) 603-4881 2/26/25CITY REDLINES2 12/31/2025 03/10/25 3/11/2 5 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: 5492900 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 Cable SpectrumTime Warner 7337 CENTRAL AVE RIVERSIDE, CA 92504 41958 CALLE CEDRAL TEMECULA, CA 92592 WORK DURATION: 7 DAYS CITY OF TEMECULA VICINITY MAP N.T.S. 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. TOTAL AERIAL FT. 0 0 0 0 0 0 1 2 7 3 7 1176 1183 EXCAVATION PLAN 41958 CALLE CEDRAL 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 SHEET 1 OF 3 HHS CONGRUEX©A COMPANY 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT DESIGN: VERONICA BARROZO PHONE: 909-393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM R E V I S I O N S D E S C R I P T I O N SDATENO. CITY STANDARDS2/11/20251. 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 HOURS: 8:30AM TO 3:30PM 0 SCALE: 1"=20' 20'40' WORK AREA SOW EXCAVATION TO PLACE 1183' OF NEW UNDERGROUND CATV CONDUIT, (2) NEW PEDESTALS & (1) NEW VAULT. 17” x 30” PEDESTAL ASSEMBLY P6001240 ARMORCAST PRODUCTS COMPANY DESCRIPTION PEDESTAL NOMINAL SIZE W x L x D 17 x 30 x 20 DOME HEIGHT 18 ABOVE GRADE SERIES 22 PART NUMBER P6001240 *Custom colors and custom brackets available. Contact factory for more information. www.armorcastprod.com 14 APPROX. WEIGHT 38 lbs. PALLET QTY. 08 *See page 18 for detailed ordering information. Tel: (818) 982-3600 Fax: (818) 982-7742 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" LANDSCAPE BORE PIT/POTHOLE DETAIL N.T.S. LANDSCAPE TRENCH DETAIL N.T.S. SIDEWALK BORE PIT/POTHOLE DETAIL N.T.S. SIDEWALK TRENCH DETAIL N.T.S. LD 25-0206 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Chris.White 02/20/2025 02/20/2025 02/20/2025 02/20/20 WORK HOURS MONDAY THRU FRIDAY 9:00 A.M. - 2:00 P.M. E E E E E E E E E E E E E E E T T T T T T T T T T T T T T W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E T T T T T T T T T T T T T T E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS TV TV 8 8 ' 4 4 ' 4 4 ' 1 4 ' 3 0 ' 3 4 ' 1 0 ' PAU B A R D GUT T E RSIDE W A L K PAR K W A Y GUT T E R PAR K W A Y SIDE W A L K D V V V V 1 2" 3' TRENCH 3 ' 4 0 ' 6 ' 3 ' 478' 3 ' 2 ' 7 ' 3 7 ' EX. TELCO VAULT EX. ELECTRIC VAULT EX. CATV VAULT 6' BEHIND CURB, IN PARKWAY BP EX. SEWER MANHOLE EX. SEWER MANHOLE 4 2 ' 4 0 ' 2 2 ' 1 5 ' 8 ' 4 ' 3 7 ' 3 2 ' 2 3 ' FOC C/L FOC ROW ROW EX. SIGN BOARD EX. STREETLIGHT 1 2" 478' BORE REMOVE & REPLACE 50 SQ. FT. OF CONCRETE SIDEWALK FOC C/L FOC ROW ROW FOC C/L FOC ROW ROW GUT T E R PAR K W A Y PAR K W A Y GUT T E R PAR K W A Y PAR K W A Y E E E E E E E E E E E E E E T T T T T T T T T T T T T T W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D V V W W V 4' 7' 2 6 ' 3 7 ' 3 3 ' 3' 1 5 ' 7' 1 1 ' 354 ' FOC C/L FOC ROW ROW EX. SIGN BOARD EX. STORM DRAIN MANHOLE PLACE NEW CHARTER 17"X30" VAULT 26' BEHIND CURB, IN PARKWAY 1 2" 354' BORE 1 1 ' 1 2" 4' TRENCH 2 0 ' BP EX. SEWER MANHOLE EX. WATER METER P EX. TELCO VAULT EX. ELECTRIC CABINET FOC C/L FOC ROW ROW FOC C/L FOC ROW ROW FOC C/L FOC ROW ROW PAU B A R D GUT T E R PAR K W A Y SID E W A L K PAR K W A Y GUT T E R PAR K W A Y SID E W A L K PAR K W A Y GUT T E R PAR K W A Y PAR K W A Y GUT T E R PAR K W A Y PAR K W A Y 2 3 ' 4 2 ' 4 0 ' 2 2 ' 1 5 ' 8' 4' 4 2 ' 4 0 ' 2 2 ' 1 5 ' 8' 4' 3 7 ' 2 3 ' 3 2 ' 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: 5492900 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 Cable SpectrumTime Warner 7337 CENTRAL AVE RIVERSIDE, CA 92504 41958 CALLE CEDRAL TEMECULA, CA 92592 WORK DURATION: 7 DAYS 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. TOTAL AERIAL FT. 0 0 0 0 0 0 1 2 7 3 7 1176 1183 EXCAVATION PLAN 41958 CALLE CEDRAL 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 3 HHS CONGRUEX©A COMPANY 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT DESIGN: VERONICA BARROZO PHONE: 909-393-3322 EMAIL: DG-HHSDESIGN@CONGRUEX.COM R E V I S I O N S D E S C R I P T I O N SDATENO. CITY STANDARDS2/11/20251. 0 SCALE: 1"=20' 20'40' S E E T O P R I G H T " A " M A T C H L I N E " A " S E E B O T T O M L E F T " A " M A T C H L I N E " A " S E E S H E E T 3 O F 3 " B " M A T C H L I N E " B " SOW EXCAVATION TO PLACE 1183' OF NEW UNDERGROUND CATV CONDUIT, (2) NEW PEDESTALS & (1) NEW VAULT. WORK HOURS: 8:30AM TO 3:30PM LD 25-0206 WORK HOURS MONDAY THRU FRIDAY 9:00 A.M. - 2:00 P.M.