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Home My WebLink AboutN2018-0208`�,.�,,,�� City of Newport Beach NIIIIIIIIIIIIII II Illllllpllllll I IIIIIIIIIII Permit No: N2018-0208 "� 100 Civic Center Drive, Newport Beach, CA 92660 IIII N 2 0 1 8 0 2 0 8 Permit Counter Phone (949)644-3311 Project No h � Online Inspection Request - www newportbeachca gov / Online Services �� I, ,Y�\ Inspection Requests Phone (949)644-3255 Job Address 3303 VIA LIDO NB Thomas:Guide: 8881-17 Description Pothole exiting utilities and bore 110 LF of CATV conduit on Via Lido for Charter Communications Pavement and concrete restoration per City Standards Parcel # . 4231-120-2 - Legal Desc : TR 907 LOT 1201 TO 1204 INC -INC NELY1/2 OF ABAN ALLEY ADJ- Owner : CHURCH 1 ST CHRIST Phone : 0 Address : 3303 VIA LIDO NEWPORT BEACH, CA Applicant: VVD COMMUNICATIONS Phone: 714-722-0482 [ Address : 12681 PALA DR GARDEN GROVE. CA 92841 Special Cond.: Pre -job inspecton required. Permit Processing Fee : $241 00 Sewer Connection $0 00 Agreement Fee $0.00 4TT Box Cover. $0 00 Traffic control Plan Check : $0.00 Total Water Meters : $0 00 Inspection Fee : $825 00 Water Meter Connection : $0 00 Refundable Deposit $0 00 Total Water Meter Box : $0 00 Street Tree Fee $0 00 Adjustment : $0 00 Processed By. Utilities Approval Traffic Approval . General Services Approval . v '00�t'S Contractor : L & G CABLE CONSTRUCTION COMPANY INC Phone: 714-630-6274 Address : 3776 E. MIRALOMA AVE ANAHEIM Contractor State Lic: 637898 License Expire: 02 29, 2020 Business License : BT30037502 Business Expire: 11 30, 2018 Workers' Compensation Insurance - - Carrier : STATE COMPENSATION INS FUND Policy No: 9105662 W. C. Expire: 07 08, 2018 Total Fee $1,066.00 Paid : $0.00 Balance : $1,066.00 Receipt No: Date . _/_/ Other Department : Date: Date : _/_/ Permit Denied Date: Date . / / Issued Permit : Date Date : / / FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: PERMIT N2018- �ZG$ 3�o3 V,o ;_;60 NUMBER: APPLICANT: I U BE COMPLETED BY PUBLIC WORKS DEPARTMENT Permit Processing Fee: Public Works Only Other Department Agreement Fee: Preparation of Report/Agreement Document Recordation Fee Monitoring Wells Q Inspection Fee: $241 00 ! Public Works Field Inspection $275 00 Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection $817.00 $192.00 Refundable Deposit: $502 00 Improvements Qtv. $165.00 $121.00 $165 00 $108 00 TBD F�� TBD Street/Alley/Walk Closure: $65.00= Newspaper Rack Inspection $108.00 0 Traffic Control Plan Check 8-1/2" x 11" $65 00 Sewer Connection Fee $250.00 24" x 36" $143001 1 4TT Box & Cover $64.00 Additional 1 THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division REVENUE DIVISION PRIOR TO PAYMENT OF FEES ]Approval: 1 Qty. . Q• , 1 (Water Meter: Installation Charge $528 00 13/4" Meter $50 25 1 11" Meter $121.50 Water Meter Boxes: 1 11 1/2" Meter $285.00 1" DFW Meter Box $96.66 B 11 1/2" Turbine Meter $700.00 2" DFW Meter Box $203 24 1 12" Meter $425 00 1 12" Turbine Meter $845.00 1 13" Meter $3,310.00 4" Meter $4,730.00 !6" Meter $7,190.00 A uty. tsuaget numoer Certificate of Compliance Fee (+100% of hrly over 3 hrs) $288.00 5200-5029 Development Services Fee (Plan check hourly) $155.00 5200-5015 Final Tract Map Checking Fee $2,488.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,488.00 5200-5027 Lot Line Adjustment Fee $1,079.00 5200-5028 Park Dedication Fee Zone TBD 405-470 Street Easement/Vacation Fee (+100% of hrly over 4 hrs) $1,022 00 5200-5031 Street Tree Fee ($700 Planting Fee) TBD 030-2284 Engineering Tech: Total Amount Due: For Finance use only Permit Specialist Receipt No. f/userslpow/snared/encroachlmasterslep front and oack masters) Rev 12/18/2017 epfeesheet xis -revised "/8/+ WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT COMPLETETHE BELOWINFORMATION PROJECT ADDRESS: 3303 VIA LIDO DETAILED DESCRIPTION OF PROPOSED WORK: PLACE NEW 1-2" CONDUIT ACROSS VIA LIDO STREET BORE 110' (2 POTHOLE 4'X4' AND POTHOLE 2'X3') APPLICANT: PAUL BUI - V'e jPhone: (714) 722-0482 Email Address: PAUL BUI@VVDCOMM NET Mailing Address: City/State/Zip: 12681 PALA DR GARDEN GROVE CA 92841 OWNER: SPECTRUM CHARTER COMMUNICATIONS Phone: (714) 722-0482 Email Address: JORDY FUENTES@VVDCOMM NET Mailing Address: 7142 CHAPMAN AVE City/State/Zip: GARDEN GROVE CA 92841 ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: L & G CABLE CONSTRUCTION MeeBarrres Office Phone: (714) 630-6174 Company (if different): Jobsite Phone: Other Phone: Email Address: mireyan@lgcableconstruction com Mailing Address: 2776 E MIRALOMA AVE City/State/Zip: ANAHEIM CA 92806 State License Number & Class: 637898 Expires:2/29/20 City Business License Number: BT30037502 Expires:11/30/18 WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: Policy No: Expires: REFUNDABLE DEPOSIT INFORMATION (if Applicable): Refund payable To: Mail Refund To: FOR OFFICE USE ONLY Special Conditions of Permit: Pre, -Job ,n+pe&k" rGciu;rtd - ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: General Services: Traffic: Fire: Other: Engineering Technician: cy Public Works Specialist: 200, Date. '� -ZG 73 Permit No. ►A2011- OLDS ffusers/pbwlshored/encroach/masters/epworksheet As Public Works Department 949-644-3311 LEGEND PROP BORE TRENCH PROP. 4'x4 POT HOLE PROP IRE NCH .4 EX SEWER µ - - EX WATER —SCE EX EDISON — G EX GAS — T EX TELEPHONE —ED- Ex STORM DRAIN - — - - — CL CENTER IINE RW RIGHI Of WAY _ - - C&C CURB k GUTTER MISC EXCAVATION LEGEND HE/WV/CV Y POLE ANCHOR ® SEWER MIT 0 TEL POLE M q, 11 SL/6 VAULT OQ MET C] 2'.3 VAULT/PEO LP OO EX 2}' TWO VALE SIDEWALK DRAIN L] 35 VAULT/PED -O TREE .o a.we. 0 ISZI DRNEWAY o m CONSTRUCTION NOTES: I BORE UNDER ALL CURBS AND GUTTERS 2 PLACE VAULTS WITH LONGER SIDE PARALLEL TO CURB. ]. USE SLURRY BACKFILL 4 ALL CONDUITS SHALL BE SCH-40 UNLESS OTHERWISE SP EDIFIED. ALL SWEEPS TO POLES SHALL BE SCH-BD. 5 ALL CHANGES IN AND PERMIT LIMITS MUST HAVE PRIOR DEPT APPROVAL BY THE CIS PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION 6 WHEN CROSSING EXISTING UTILITY LINES THAT ARE ALSO SAME DEPT. PEACE CHARTER CONTI U NDERNFATH EXISTING UTILITIES TO PROVIDE ONE (1) F0OT MIN VERTICAL CLEARANCE 2. TRAFFIC CONTROL NOTE. CONTRACTOR SHALL SET UP TEMPORARY TRAFFIC CONTROL PER THE MOST CURRENT WATCH MANUAL (LATEST EDITION) .p NIXRK ZONED WINTER AYPNL6. SCALE' 1*=30' 40' 80' 01 OF 01 1-80D-227-2600 SQUARE FOOTAGE AT LEAST TWO DAYS TRENCH WIDTH 1' BEFORE YOU DIG TRENCH LENGTH 15 EXCAVATION DATA (ASPHALT) 16 SQ FT UNDERGROUND SUNUT AERT GE SOUTHERN CALIFORNIA RESURFACING DATA 18850E TICKET#/ PROJECT: LOCK_ 1574062 CITY OF NEWPORT BEACH Charter EMAIL BAYADOWDCONV N, � WORK LOCATION:3303 VIA LIDO CDMMUNIcnnoxs THouAs GUIDE: N A vmEO vmn a:A ulal Pm4 D, TARGET SERVICE ADDRESS'. 3303 VIA LIDO i142 CHAPYAN AVE, EXCAVATION PLAN FAIEw Grove. CA 92NaI r NEW PORT BEAC c cR c R -fis - E. tOJULRNCaADE FLAG MAN FOR DRNEWAY ACCESS KfEP ALL DRIVEWAYS OPEN/CLEAR DURING CONSTRUCTION. 5 USE CONES WITH 1B'MIN HEIGHT AS CHANNELIZING DEVICE PORTABLE DELINEATORS PLACED AT ONE-HALF THE SPACING INDICATED FOR TRAFFIC CONES, MAY BE USED INSTEAD OF CONES FOR DAYTIME CLOSURES ONLY. n ALL CONES USED FOR LANE CLOSURES DURING THE HOURS OF DARKNESS SHALL BE FITTED WITH REIRO-REHECONE BANDS OR SLEEVES AS SPECIFIED IN THE SPECIFICATIONS THE MAXIMUM SPACING BETWEEN CONES ALONG A TANGENT SHALL BE SO FEE. AND ALONG A TAPER SHALL BE APPROXIMATELY AS SHOWN ON TABLE A. i EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURES. EACH FLAG SHALL BE At LEAST 16%16' IN 512E AND SHALL BE ORANGE DR FLUORESCENT RED -ORANGE IN COLOR. FLASHING BEACON SIULL BE PLACED DURING DARKNESS INSTEAD OF FLAGS. FLASHING ARROW SIGN SHALL BE EITHER TYPE I OR TYPE II 0 FOR ADDITIONAL INFORMATION. REFER TO THE CALIFORNIA MUTCD (LATEST EOIIION) NOTIFY PUBLIC WORKS INSPECTOR IS HRS PRIOR TO BEGINNING WORK 10 TRENCH EXCAVATIONS WITHIN IHE ROADWAY SHALL BE COVERED WITH STEEL PLATES STEEL PLATE WARNING SIGNS SHALL BE USED 11 CONTRACTOR MUST SE. -UP AND TEAR DOWN DAILY 12 PARTIAL STREET CLOSURE REQUIRED APPROVAL BY DEPT. OF PUBLIC WORKS WORK AREA/ WORK AREA VICINITY MAP N T S. CITY OF NEWPORT BEACH COVER PAGE 3303 VIA LIDO SCOPE Of WORK 8TRENCH AND PULE 1-2' CONOUR REMOVE k REPLACE ELAL OF CONCRETE (S'X10') PEACE NEW AXA POTHOLE PUCE NEW 2'X3' CAN VAULT 106' BORE AND PEACE 1-3' CONDUIT PUCE NEW 4'X4 POTHOLE REMOVE h REPLACE FUG OF CONCRETE IN K10') 2' TRENCH AND PUCE 1-2- COI PUCE NEW (A POTHOLE REMOVE h REPLACE MG OF CONCRETE (5'K10') TIE INTO EXISTING VAULT TABLE I RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES AND MINIMUM TAPER LENGTH A B C APPROACH MINIMUM DISTANCE (FEET) SPEED (S) BETWEEN SIGNS AND (MPH) FROM EAST SIGN TO TAPER 25 100 30 100 35 250 40 250 45 350 50 350 55+ 1000 MINIMUM TAPER LENGTHS 4L) (FEET) FOR 12-FOOT INS L /2L /3L 125 63 42 180 90 60 245 123 82 320 160 107 540 270 180 600 300 200 660 330 220 WORK HOURS' 900 IY la 3. ]0 PIS TYPICAL CONSTRUCTION SIGNS 0 u0 -2 B-g UWE CI zIuI W20-1 TABLE RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZER/CONE SPACING A B C NOTES APPROACH BUFFER MAX CONE SPACING Toper Formula SED (S)LENGTH TAPER TANGENT CONFLICT(-) L = S X W FOORRN SPEEDS (MPH) (FEET) HGREATER 0 MP 25 125 25 50 12 L W X S' FOR SPEEDS OF 30 200 30 60 15 e0 40 MPH OR LESS 35 250 35 70 17 40 3550 40 BO 20 L = MINIMUM LENGTH OF TAPER (FEET) 45 360 45 90 22 S = APPROACH SPEED MPHH) _ 50 425 50 100 25 27 POSTED SPEED THLIM�SPEED EO 55+ 495 55 100 PRIOR TO WORK STARTING ORANTICIPATED OPERATING SPEED L FOR MERGE TAPER (') FACING OPPOSING TRAFFIC. ADJACENT TO WORK AREA 1/2L FOR SHIFT TAPER OR CONFLICTING WITH EXISTING STRIPING ,A. = WIDTH OF OFFSET (FEET) 1/3L FOR SHOULDER TAPER VIDEO VOICE 12681 p* PLAN Ga,x; Gee, C SHEET 01 OF 02 WORK LOCATION:3303 VIA LIDO NEWPORT BEACH. CA 92663 PHASE 1 OF 1 CONTRACTOR SHALL PLATE TRENCH AND FLAGGER SHALL ASSIST PEDESTRIANS WHEN PRESENT DURING TRENCHING OPERATIONS ON SIDEWALK, CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK AN INDIVIDUAL WILL BE ASSIGNED TO MAINTAIN THE CONES WHILE THE WORK ZONE IS IN PLACE CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES CITY OF NEWPORT BEACH TRAFFIC PLANS 3303 VIA LIDO \ \ G20-2 a \ wxnow m C121cq \ to PEDESTRIAN PEDESTRIAN NOTES A DEDICATED INDIVIDUAL WILL BE ASSIGNED THE RESPONSIBILITY OF ESCORTING PEDESTRIANS THROUGH THE WORK AREA IN ACCORDANCE WITH THREE MAJOR CONSIDERATIONS: 1, PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH WORK SITE VEHICLES, EQUIPMENT OR OPERATIONS 2, PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH MAINLIN TRAFFIC MOVING THROUGH OR AROUND THE WORK SITE 3. PEDESTRIANS SHOULD BE PROVIDED WITH A REASONABLY SAFE, CONVENIENT AND ACCESSIBLE PATH THAT REPLICATES AS NEARLY AS PRACTICAL THE MOST DESIRABLE CHARACTERISTICS OF THE EXISTING SIDEWALK OR FOOTPATH FLAGGER TO ASSIST PEDESTRIAN! THROUGH WORK AREA tom, (SEE PED NOTES) A VIA MALAGA�\� 25 MPH J rr PEDESTRIAN TRAFFIC MUST BE MAINTAINED WITH A MINIMUM 5' CLEARANCE ON SIDEWALK SHEET 02 DF 021