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Home My WebLink AboutLD22-6606Permit Number: LD22-6606 LD - Utilities/ Excavation - Parallel Issued: 05/11/2023 Expired: 11/07/2023 Job Address: 40190 Holden Cir 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 Charter Communications (Dba) 27536 Ynez Rd, Suite F1 & F2 Temecula, CA 92591 (800) 892-4357 Applicant: Inland Engineering Services, Inc. 1373 Old Temescal Rd Corona, CA 92881 (951) 277-0800 ext 235 Contractor: Utility Work Order Number: TE077_TE077A Description: Charter TE077_TE077A WORK HOURS SHALL BE MONDAY - FRIDAY, NO HOLIDAYS, 9:00am - 3:00pm Location: Deer Meadow Rd S/S 115' W/O Via Lobo Rd Proposed work: Installation of backup battery cabinet to enhance 911 and to meet the CPUC 72-hour runtime requirements as shown on Charter "EXCAVATION PLAN 40190 HOLDEN CIRCLE, LD22-6606" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD22-6606 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: LD22-6606 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: LD22-6606 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 05/11/2023 Page 3 of 3 PP P S T O P GRASS GRASS SIDE WALK SIDE WALK CITY OF TEMECULA TRAFFIC CONTROL PLANS 40190 HOLDEN CIR INLAND ENGINEERING SERVICES, INC. 1373 OLD TEMESCAL RD, CORONA, CA 92881 TEL: 951.277.0800 FAX: 951.277.5300 TRAFFIC CONTROL LEGEND - GENERAL MODIFIED DIRECTION OF TRAVEL EX. DIRECTION OF TRAVEL TYPE III BARRICADE WORK AREA TYPE II BARRICADE AREA SIGN CONETOP SIGN VICINITY MAP N.T.S. NORTH FLAGGER FOR PEDESTRIAN CONTROL SIGNALIZED STOP LIGHT CONSTRUCTION CONES FLAGGER FOR VEHICULAR CONTROL SIGN LEGEND FLASHING ARROW BOARD MONDAY-FRIDAY 8:30 AM - 3:30 PM WORK DURATION: 02 DAYS DEER MEADOW RD (SPEED LIMIT NOT POSTED) VIA LOBO RD HOLDEN CIR HOLDEN CIR VIA LOBO RD TYPICAL: APPLY WHERE NEEDED WORK AREA 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 85 110 180 200 158 205 257 315 378 446 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 598 50 60 70 80 90 25 30 35 40 45 50 55 60 100 110 120 (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 TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL TOLL FREE SCALE =1"=40' SCOPE OF WORK THIS PROJECT MODIFICATION OF EXISTING CONSISTS OF: ·INSTALLATION OF (2) (N) ALPHA PN-4 POWERNODE SYSTEM ENCLOSURES ·INSTALLATION OF (18) (N) 12V ALPHA 210FTX BATTERIES ·INSTALLATION OF (1) (N) PRECAST CONCRETE PAD ·REMOVAL & REPLACEMENT OF (E) POWER SUPPLY ·ALL ASSOCIATED ELECTRIC WIRES AND CONDUITS TO CONNECT POWER NODE CABINET TO EXISTING ALPHA CABINET 2B PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULA 1 1 ENGINEER'S INFORMATIONENGINEER'S SEAL FOR TRAFFIC CONTROL PLANS PUBLIC LIBRARY DRIVEWAY INSTALLATION PAUBA ROAD PERMIT NO. LD10-xxxCO CONTRACTOR: INLAND ENGINEERING SERVICES, INC RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 WORK HOURS PROJECT: TE077_TE077A WORK LOCATION: DEER MEADOW RD W/O VIA LOBO RD TARGET/SERVICE ADDRESS: 40190 HOLDEN CIR, TEMECULA, CA 92591 CONSTRUCTION CONTACT: ALFREDO MONGELLO CONTACT EMAIL ADDRESS: AMONGELLO@INLAND-ENGINEERING.COM CONTACT PHONE NUMBER: 951-515-0233 ENGINEER'S NAME: D. LYNN PARKER LICENSE NUMBER: C29570 EXPIRY DATE: 03/31/2025 4/27/2023 05/09/23 LD22-6606 05/10/23 LD22-6066 Charter Communications Karla Hernandez 7337 Central Ave, Riverside, CA 92504 karla.hernandez@charter.com951-406-1776 Inland Engineering Services, Inc 1373 Old Temescal Canyon Rd, Corona, CA 92881 951-515-0233Alfredo Mongello 931684 Class A P P V P P P P V P P DEER M E A D O W R D VICINITY MAP N.T.S.NORTH SCALE:1"=30' INLAND ENGINEERING SERVICES, INC. 1373 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# DIGALERT COMPASS SHEET 01 OF 04 PROJECT: SITE#TE077_TE077A CITY OF TEMECULA WORK LOCATION: DEER MEADOW RD W/O VIA LOBO RD TARGET/SERVICE ADDRESS: 40190 HOLDEN CIR, TEMECULA, CA 92591 EXCAVATION PLAN DESIGNED BY:INLAND ENGINEERING SERVICES DRAFTED BY:INLAND ENGINEERING SERVICES TEL. NUMBER:(951) 277-0800 PERMIT COORDINATOR: EMAIL: REVISION DATE: 01/05/2023 TOTAL WORK DURATION: XX/XX/XXXX jildefonso@inland-engineering.com JOANNE ILDEFONSO F I G U R E # 1 SEE FIGURE #1 A D D R E S S N / A A D D R E S S N / A (E) ENCLOSURE TO REMAIN (E) BATTERIES WITHIN TO BE REMOVED (N) POWER SUPPLY TO BE INSTALLED WITHIN (N) RIGID U/G CONDUIT FROM (N) CABINETS TO (E) MAIN CABINET 4 04 (2) (N) ALPHA PN-4 POWER NODE SYSTEM ENCLOSURES W/(18) (N) 12V ALPHA 210FTX BATTERIES MOUNTED TO (N) CONCRETE PAD AT GRADE STREET LIGHT #T00251 EDISON VAULT EXISTING PEDESTAL 40190 HOLDEN CIR 40190 H O L D E N C I R SCOPE OF WORK THIS PROJECT MODIFICATION OF EXISTING CONSISTS OF: ·INSTALLATION OF (2) (N) ALPHA PN-4 POWERNODE SYSTEM ENCLOSURES ·INSTALLATION OF (18) (N) 12V ALPHA 210FTX BATTERIES ·INSTALLATION OF (1) (N) PRECAST CONCRETE PAD ·REMOVAL & REPLACEMENT OF (E) POWER SUPPLY ·ALL ASSOCIATED ELECTRIC WIRES AND CONDUITS TO CONNECT POWER NODE CABINET TO EXISTING ALPHA CABINET 2B PROTECT IN PLACE ALL SURROUNDING STRUCTURES AND UTILITIES. 40206 HOLDEN CIR - INTERSECTION STA:10+00 DEER MEADOW ROAD 10+00 VIA LOBO RD DEER M E A D O W R D V I A L O B O R D NICOLAS RD DEER MEADOW RD V I A L O B O R D FENCE LINE 5 04 1 03 1 04 2 04 S C A L E =1 "=1 0 ' LD22-6606 UTILITY PLAN GENERAL NOTES ON SHEET 03 CLEARED BY CITY OF TEMECULA PUBLIC WORKS tricia.ortega 01/23/2023 01/23/2023 01/23/2023 01/23/20 N.T.SSCALE: INLAND ENGINEERING SERVICES, INC. 1373 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# DIGALERT COMPASS SHEET 02 OF 04 PROJECT: SITE#TE077_TE077A CITY OF TEMECULA TARGET/SERVICE ADDRESS: 40190 HOLDEN CIR, TEMECULA, CA 92591 EXCAVATION PLAN DESIGNED BY:INLAND ENGINEERING SERVICES DRAFTED BY:INLAND ENGINEERING SERVICES TEL. NUMBER:(951) 277-0800 PERMIT COORDINATOR: EMAIL: REVISION DATE: 01/05/2023 TOTAL WORK DURATION: XX/XX/XXXX jildefonso@inland-engineering.com JOANNE ILDEFONSO CABINET FRONT (E) ENCLOSURE TO REMAIN (E) BATTERIES WITHIN TO BE REMOVED (N) POWER SUPPLY TO BE INSTALLED WITHIN (2)(N) ALPHA PN-4 POWER NODE SYSTEM ENCLOSURES W/ (18) (N) 12V ALPHA 210FTX BATTERIES MOUNTED TO (N) CONCRETE PAD AT GRADE 1 04 1 04 2 04 EXISTING PEDESTAL EDISON HAND HOLE DE E R M E A D O W R D VIA LOBO RD 1 N.T.S. EXISTING SITE AND PROPOSED ELEVATION DETAIL 5 04 WORK LOCATION: DEER MEADOW RD W/O VIA LOBO RD LD22-6606 N.T.SSCALE: INLAND ENGINEERING SERVICES, INC. 1373 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# DIGALERT COMPASS SHEET 03 OF 04 PROJECT: SITE#TE077_TE077A CITY OF TEMECULA TARGET/SERVICE ADDRESS: 40190 HOLDEN CIR, TEMECULA, CA 92591 EXCAVATION PLAN DESIGNED BY:INLAND ENGINEERING SERVICES DRAFTED BY:INLAND ENGINEERING SERVICES TEL. NUMBER:(951) 277-0800 PERMIT COORDINATOR: EMAIL: REVISION DATE: 01/05/2023 TOTAL WORK DURATION: XX/XX/XXXX jildefonso@inland-engineering.com JOANNE ILDEFONSO CONNECTION MADE WITH BUMDY CONNECTOR P/N YGHR58C2W #6 AWG TWO 8' GROUND RODS PLACED A MIN. OF 6' APART #2 AWG ENCLOSURE FOOTPRINTS 3 2 4 5 1 1/2"x8" COPPER GROUND ROD, FOUR PLACES, DRIVEN ABOUT 2 FEET (TYP.) FROM THE CORNERS OF THE PAD. #2 BARE COPPER WIRE LOOP TERMINATED TO EACH GROUND ROD AND BURIED BELOW GRADE 18 INCHES. CORROSION-PROOF CONNECTIONS (25+ YEAR LIFE-SPAN) AND HARDWARE SUITABLE FOR DIRECT BURIAL MUST BE USED. #2 BARE COPPER WIRE FROM LOOP TO THE ENCLOSURE. WHEN THE ELECTRICAL SUPPLY IS A PRIMARY SERVICE (NOT A SECONDARY OR FEEDER SERVICE) A #2 BARE COPPER WIRE MUST BE BOND THE LIGHTNING PROTECTION LOOP TO THE GROUNDING ELECTRODE CONDUCTOR WHERE THEY ARE CLOSEST. LIGHTNING PROTECTION (OPTIONAL) #6 BARE COPPER WIRE FROM SERVICE NEUTRAL/GROUND BAR WITH 2 GROUND RODS LOCATED 6" APART. SERVICE GROUNDING (REQUIRED) 1 2 3 4 5 1 N.T.S. CONCRETE PAD & ANCHORAGE DETAIL 2 2'-0 " MIN N.T.S. GROUNDING DETAIL NOTE: GROUND TEXT SHALL MEASURE LESS THAN 25 OHMS. IF EXCEEDED, CONTRACTOR TO INSTALL ADDITIONAL GROUND RODS AS REQUIRED. EQUIPMENT CABINET 3/8"Ø GALVANIZED THREAD ROD W/ HILTI HIT-HY 200 ADHESIVE EMBED = 4" SPECIAL INSPECTION PER (ESR-3187) (4) EA UNIT NUT & INSULATING WASHER 2' - 6 " 4'-8" 4" EM B E D . 4" MI N . 6" MIN. THICK PRECAST CONCRETE PAD OUTLINE OF CABINET, TYP. A A SECTION A-A 6" MIN. THICK PRECAST CONCRETE PADCABINET ANCHOR POINTS, TYP. PLACE CONCRETE PAD MINIMUM 2" FROM NEARBY CONCRETE PAD(S) CABINET GROUND #2 STRANDED IN 1/2" PVC TIED INTO (N) GROUND RING WORK LOCATION: DEER MEADOW RD W/O VIA LOBO RD LD22-6606 N.T.SSCALE: INLAND ENGINEERING SERVICES, INC. 1373 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# DIGALERT COMPASS SHEET 04 OF 04 PROJECT: SITE#TE077_TE077A CITY OF TEMECULA TARGET/SERVICE ADDRESS: 40190 HOLDEN CIR, TEMECULA, CA 92591 EXCAVATION PLAN DESIGNED BY:INLAND ENGINEERING SERVICES DRAFTED BY:INLAND ENGINEERING SERVICES TEL. NUMBER:(951) 277-0800 PERMIT COORDINATOR: EMAIL: REVISION DATE: 01/05/2023 TOTAL WORK DURATION: XX/XX/XXXX jildefonso@inland-engineering.com JOANNE ILDEFONSO EQUIPMENT SPECIFICATIONS MFG: MODEL: HEIGHT: WIDTH: DEPTH: WEIGHT: ALPHA XM3.1-HP 7.76 IN 16.43 IN 10.57 IN 61 LBS NOTE: 1.USE MANUFACTURER SUPPLIED MOUNTING HARDWARE. NOMINAL INPUT VOLTAGE: 120V AC OUTPUT VOLTAGE: 63/89V AC WARNING TAPE 12" BELOW GRADE 90% COMPACTED FILL UNDISTURBED EARTH PROTECT-IN-PLACE (E) U.G. CONDUIT, TYP. (IF APPLICABLE)(SEE NOTE) (E) SURFACE (SEE PLAN) PATCH AND REPAIR TO MATCH EXISTING ONE (1) 1-1/2"Ø OR EQUIVALENT SCH. 40 RIGID U.G. CONDUIT NOTE: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, CONDUITS WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. 2' - 6 " 3" 2' - 0 " MI N . 1'-6" VA R I E S 5 4 N.T.S. TRENCHING DETAIL N.T.S. POWER SUPPLY DETAIL 2 N.T.S. DUAL EQUIPMENT CABINET DETAIL N.T.S. BATTERY SPECIFICATIONS CABINET SPECIFICATIONS MANUFACTURER:ALPHA MODEL:PN-4 HEIGHT:52" WIDTH:26" DEPTH:24" WEIGHT (EMPTY): 360 LBS. WEIGHT (W/ BATTERIES): 2,970 LBS. MATERIAL:ALUMINUM BATTERY CONFIGURATION: CABINET #1: (4) BATTERY STRINGS CABINET #2: (2) BATTERY STRINGS 52" 26" 24 " FRONT SIDE TOP 26" KNOCKOUT, TYP. PVC SCHEDULE 40 SIZE AS SHOWN ON DRAWINGS RIGID STEEL TO PVC ADAPTER RIGID STEEL CONDUIT COUPLING RIGID STEEL CONDUIT PLUG R=2 4 " M I N . 6" EQUIPMENT SPECIFICATIONS (1 UNIT) MFG: MODEL: HEIGHT: WIDTH: LENGTH: WEIGHT: ALPHA 210 FTX 13.02 IN 4.91 IN 22.01 IN 145 LBS13.02" 22.01" 4.91" ALPHA 210 FTX BATTERY UNIT BATT STRING #2 BA T T S T R I N G # 4 BATT STRING #1 BATT STRING #1 BATT STRING #2 BATT STRING #3 56" 2" 6" 52 " (N) PRECAST CONCRETE PAD (SEE DETAIL HEREON) 2' - 0 " MI N . 1 3 N.T.S. STUB-UP DETAIL RIGID STEEL CONDUIT WORK LOCATION: DEER MEADOW RD W/O VIA LOBO RD LD22-6606