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HomeMy WebLinkAboutN2018-0408City o Newport Beach Bh 11111111111111111111111111111111111111111111111111 Permit No:N2018-0408 o,v�ach, cA 92660 Permit Counter Phone (949)644-3311 Project No: r/, Online Inspection Request - www.newportbeachca.gov / Online =: �. Services Inspection Requests Phone (949)644-3255 Job Address : 1 PUBLIC ROW NB Thomas:Guide: Description : Remove and replace ten (10) existing Cox CATV vaults on Jamboree Road from just north of Eastbluff Drive/Ford Road to San Joaquin Hills Road. Concrete restoration per City Standards. Parcel # : Legal Desc :^% r „ . r «: ,•. ,- :+� Owner: CITY OF NEWPORT BEACH jv' ` �3 Contractor : ALLIANCE CABLING INC Phone: Phone: 714-549-2299 Address : Address : PO BOX 893757 TEMECULA, CA 92589 Contractor State Lic: 734969 Applicant: COX COMMUNICATIONS License Expire: 04 30. 2019 Phone: 310-265-5875 [ Address : 27121 TOWNE CENTRE DRIVE FOOTHILL RANCH, CA 92610 Business License: BT30014361 Business Expire: 01 31, 2019 Special Cond.: Pre -job inspection required. Workers' Compensation Insurance - - Carrier : INSURANCE COMPANY OF THE WEST Policy No: WPL503155803 W. C. Expire: 10 01, 2019 Permit Processing Fee : $257.00 Sewer Connection : $0.00 Total Fee $2,239.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Paid : $779.00 Traffic control Plan Check: $222.00 Total Water Meters : $0.00 Balance: $1,460.00 Inspection Fee : $1,760.00 Water Meter Connection: $0.00 Receipt No: Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date : _/_/ Other Department: Date Utilities Approval : Date : _/_/ Permit Denied Date: Traffic Approval : Date : _/_/ Issued Permit: V Date: General Services Approval : Date t -H--cq ( CB00228-II ) WORKSHEET FORENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT COMPLETE LO 1 O O PROJECT ADDRESS: 1 Park Newport (Jamboree Rd & San Joaquin Hills Rd) DETAILED DESCRIPTION OF PROPOSED WORK: R/R (10) exist Cox vaults w/ 2'x3' vaults. R/R SW conc, scoreline to scoreline. Pulling new fiber through exist Cox conduit. APPLICANT: Cox Communications Phone: 310-265-5875 Email Address: sina.muckenfuss@cox.com Mailing Address: 27121 Towne Centre Dr City/State/Zip: Foothill Ranch, CA 92610 OWNER: See above Phone: Email Address: Mailing Address: City/State/Zip: ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: Office Phone: 714-549-2299 Company (if different): Alliance Cabling Jobsite Phone: Other Phone: Email Address: Mailing Address: PO Box 893757 City/State/Zip Temecula, CA 92589 State License Number & Class: 734969 C-7 Expires: 4/30/19 City Business License Number: RTIOC114361 Expires: 1131/19 WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: Insurance Company of the West Policy No: WSD503155803 Expires: 10/1/19 ......................................................................................................................... REF�JNDABL:E:IaEI'OSIT INFORMi0.TIQN:(/f:Appllcaible:):::.:.::::.::...::... Refund Payable 16Sitta MtickeiFuss, Cox Corrtiiiitrtieattoa�s:: Mail Refund.To : 3415 Kashiwa St;:Tarratice; CA10505 FOR OFFICE USE ONLY Special Conditions of Permit: trt—job 'insr-WOn rt ed . ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: General Services: Traffic: 0 Fire: 0 Other: Engineering Technician: Public Works Specialist: mod.; Date: 11-14 — 1$ Permit No. 142014 — 0401 flisers/pt.vlshared/encroachlmasters/epworksheet As Public Works Department 949-644-3311 FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: I R+buc ROW PERMIT N2018- ono$ NUMBER: APPLICANT: �r CavnwtwNto�''�'�`g Permit Processing Fee: Q Public Works Only $257.00 Other Department $293.00 Agreement Fee: Preparation of Report/Agreement $871.00 Document Recordation Fee $204.00 Monitoring Wells $535.00 Inspection Fee: Public Works Field Inspection Utilities Field Inspection Water Quality/Artificial Turf Inspection Refundable Deposit: Improvements Qtv. $176.00 10 $129.00 $115.00 TBDeTBD Street/Alley/Walk Closure: $70.000 Newspaper Rack Inspection $115.00 Traffic Control Plan Check 8-1/2" x 11" $70.00 Sewer Connection Fee $250.00 24" x 36" $152.00 4TT Box & Cover $64.00 Additional _ _ _ _ _ _ THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE venue Division 1 REVENUE DIVISION PRIOR TO PAYMENT OF FEES Jge Approval: I IWater Meter: Qty. ty- Installation Charge $563.00 13/4" Meter $50.25 1 1 11 Meter $121.50 Water Meter Boxes: 1 11 1/2" Meter $285.00 1" DFW Meter Box $96.66 11 1/2" Turbine Meter $700.00 2" DFW Meter Box $203.24 e 12" Meter $425.00 12" Turbine Meter $845.00 13" Meter $3,310.00 1 14" Meter $4,730.00 !6" Meter $7,190.00 Development Services Fee (Plan check hourly) $165.00 5200-5015 Final Tract Map Checking Fee $2,653.00 5200-5026 Less Final Parcel Map Checking Fee - Moderate $2,653.00 5200-5027 Lot Line Adjustment Fee $1,151.00 5200-5028 Park Dedication Fee Zone TBD 405-470 9-y't� Street Easement/Vacation Fee (+100% of hriy over 4 hrs) $1,089.00 5200-5031 Street Tree Fee ($700 Planting Fee) TBD 030-2284 Engineering Tech: Total Amount Due: For Finance Use Only Rods3 b 1,NV0 Permit Specialist Receipt No. ��� f /users/pbw/shared/encroachlmasters/ep front and back masters/ Rev. 9/13/2018 epfeesheet As -revised 9/13118 ( CB00228-II ) City of Newport Beach Newport Beach Police Dispatch Public Works Department Phone:949-644-3717 Phone:949-644-3311 Fax:949-644-3318 APPLICATION FOR TEMPORARY STREET I SIDEWALK CLOSURE OR DUMPSTER PLACEMENT City of Newport Beach Municipal Code 12 6ZO10 Permit for Temporary Street Closure APPLICANT INFORMATION Name: Cox Communications/ Alliance Cabling City of Newport Beach Business License No. Company Name: Address: 27121 Towne Centre Dr BT30014361 City/Zip: Foothill Ranch, 92610 Phone: Day 310-265-5875 Night Exact Location of Encroachment: Jamboree Rd/ San Joaquin Hills Rd (Use street address or approximate number of feet from nearest intersection Reason for Encroachment: parking for construction vehicles Franchised Hauler or Dumpster Company Name: n/a Size: Date Closure to Begin: 11/13/18 Date Closure to End: 11/19/18 (Maximum 14 Days) Time of Closure: 9am to 3pm DIAGRAM LOCATION OF ENCROACHMENT BELOW: see attached plans A copy of this permit must be visible on the dash of each vehicle authorized to park in reserved parking sots. The applicant is responsible for notifying Police Dispatch of any road closure, detour, or reserved parkin . See reverse side of this pertnit for regulations covering use of this permit. ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS: (Permitee) hereby certify the information provided is true and correct, and I agree to comply with the terms and :onditions on the front and back of this permit. Permitee guarantees to indemnify and hold the City of Newport Beach iarmless against any claims, liability, or judgments for damages arising out of permitee's activities. x SL*IalMtt.[•.kAe*1JqAA-V- Cox Comm Date: 10/31/18 Reviewed by: Date: Approved by: Date: Permit Fee: $ (� " tiZt Receipt No: F 'UsersIPSWSh—MMASTERSSSTREET CLOSURE MASTERS%[Te p Street Cbsure Appl—b- AsJSheetl City of Newport Beach orteh111111111111111111111111111111111111111111111Jill Permit No:N2018-0408 ooivfenter Dach, CA 92660 Permit Counter Phone (949)644-3311 p 9 Project No: SCANNED _ Online Inspection Request - www.new ortbeachca. ov / Online Services Inspection Requests Phone (949)644-3255 Job Address: 1 PUBLIC ROW NB Thomas:Guide: Description : Install 17 LF of 2-inch duct in sidewalk on west side of Jamboree Road north of San Joaquin Hills Road and pull fiber through existing conduit on Jamboree Road and San Joaquin Hills Road. Concrete restoration per City Standards. Parcel # : yob ciescar:p:+rnt 10-31—I$ Legal Desc : Owner: CITY OF NEWPORT BEACH Phone : Address Applicant: COX COMMUNICATIONS Phone : 310-265-5875 [ Address : 27121 TOWNE CENTRE DRIVE FOOTHILL RANCH, CA 92610 Special Cond.: Pre -job inspection required. Contractor : ALLIANCE CABLING INC Phone : 714-549-2299 Address : PO BOX 893757 TEMECULA, CA 92589 Contractor State Lic: 734969 License Expire: 04 30, 2019 Business License: BT30014361 Business Expire: 01 31, 2019 Workers' Compensation Insurance - - Carrier : INSURANCE COMPANY OF THE WEST Policy No: WPL503155802 W. C. Expire: 10 01, 2018 Permit Processing Fee : $241.00 Sewer Connection : $0.00 Total Fee $779.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Paid : $0.00 Traffic control Plan Check : $208.00 Total Water Meters : $0.00 Balance: $779.00 Inspection Fee : $330.00 Water Meter Connection : $0.00 Receipt No: Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date : _/_/ Other Department : Date: Utilities Approval : Date: _/_/ Permit Denied Date: Date: Issued Permit Date: Traffic Approval : _/_/ :J General Services Approval : Date : _/_/ FEE WORKSHEET>FOR EINCROACrWPM PERM All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: I P-3bt; C. ROW PERMIT N2018- pyot NUMBER: APPLICANT: %�.r ConNwwwiCa�'iOWS Permit Processing Fee: Q Public Works Only $241.00 1 Other Department $275.00 Agreement Fee: Preparation of Report/Agreement $817.00 Document Recordation Fee $192.00 Monitoring Wells $502.00 Inspection Fee: Public Works Field Inspection Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection Refundable Deposit: Improvements Qty. $165.00 2 $121.00 $165.00 $108.00 TBD 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" $143.00E-11 4TT Box & Cover $64.00 Additional THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: Qty. (Water Meter: Installation Charge $528.00Q 13/4" Meter $50.25 11" Meter $121.50 Water Meter Boxes: 11 1/2" Meter $285.00 1" DFW Meter Box $96.66 11 1/2" Turbine Meter $700.00 2" DFW Meter Box $203.24 1 B 12" Meter $425.00 1 12" Turbine Meter 13" Meter $845.00 $3,310.00 1 14" Meter $4,730.00 !6" Meter $7,190.00 uty. euaget 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 $1,079100 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 14-4 -'I IT Permit Specialist Receipt No. ;7 . X , Z— W-41S f:/users/pbw/shareNencroach/masters/ep front and back masters/ f�'�V1 Rev. 12/18/2017 epfeesheet.As-revised 11/8117 ( CB00228 ) WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT COMPLETE LO INFORMATION PROJECT ADDRESS: 1 Park Newport (Jamboree Rd & San Joaquin Hills Rd) 1 PE,b{te R DETAILED DESCRIPTION OF PROPOSED WORK: 17' Hand trench to place (1) 2" duct, exiting R/O/W. R/R 100 sgft SW conc. Putting new fiber through exist Cox conduit. APPLICANT: Cox Communications Phone: 310-265-5875 Email Address: sina.muckenfuss@cox.com Mailing Address: 27121 Towne Centre Dr City/State/Zip: Foothill Ranch, CA 92610 OWNER: See above Phone: Email Address: Mailing Address: City/State/Zip: ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: Office Phone: 714-549-2299 Company (if different): Alliance Cabling Jobsite Phone: Other Phone: Email Address: Mailing Address: PO Box 893757 City/State/Zi Temecula, CA 92589 State License Number & Class: 734969 C-7 Expires: 4/30/19 City Business License Number: Expires: 1131/19 WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: Insurance Company of the West Policy No: WPL503155802 Expires: 1011/18 ................................................................... ............................... .................... REFUNgABL.E:DEPOSIT INFQRMaTION :(Lf:App/icable j:`. ,. Refund Payable T : Sina ll/fuckeffu8s, C6x CntiiihuticEattatis: Mail Refund.To ;: .. .:::..3415.Kashiwa St, deo ari e;.CA:90505 . FOR OFFICE USE ONLY Special Conditions of Permit: {fie -job in! eeW,&A re uir" . ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: General Services: Traffic: Fire: 0 Other: Engineering Technician: ?ad; Public Works Specialist: i2od; Date: 9-10-IB Permit No. N20tj"OJ401 lauserslpb,.v/shared/encroach/masterslep%vorksheet Fts Public Works Department 949-644-3311 MCKEILL PER STD.-106-L IR AS DETERMINED BY Mf IELD ENGINEER / �\ 11 * NEWP()RT REACll IM MORKS IIEI'\RT\IF.NI N/A Y UTILITY NCH DETA IL OBOREE RD RENSED 612002 RCE NU. 36106 kN 1.1 ' \FORKS DIRECI'0I4 late: 2 Mar 1999 Sale. N.T.S pawn 6y M. GRACIA URAN ING NO. STD-105-L-D SIDEWALK 455' - _-- -- ---- 900 SAN JOAQUIN HILLS RD - eRIVEWAY TIE INTO C/L R/W - 0 9/6/2018 City of Newport Beach Page 1 of 13 4:30:34PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 09/07/2018 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity : N2018-0408 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone APPLICANT: COX COMMUNICATIONS Phone : 310-265-5875 Description : Install 17 LF of 2-inch duct in sidewalk on west side of Jamboree Road north of San Joaquit Hills Road and pull fiber through existing conduit on Jamboree Road and San Joaquin Hills Road. Concrete restoration per City Standards. Item: 10200 PRE JOB - PW Requested Time: 9/7/2018 12:00:OOAM Requestor: NBIVR 9492549305 Entered By: NBIVR Comments: AM Assigned to: Inspector: Date: 717 Time: AM PM Comments: .egged en F:\UserskPBW\Shared\ENCROACH\MASTERS\FORMS\Inspectorsheet.doc REPT131 Run Id: 4018 LOCATION 101 1NF-q SEE SHEET 03 - FLOCATION 8 SEE SHEET 03 LOCATION 7 SEE SHEET 03 LOCATION 6 SEE SHEET 02 EXISTING U<; \ \ COX CONDUIT EXISTING UG COX CONDUIT -�. Z 1 - JAMBOREE RD I < -- � LEGEND Q PROP. CATV VAULT ® EX. POLE m EXISTING UG CONDUIT - - - - - - - CL CENTER LINE ---------- RW RIGHT OF WAY C&C CURB k CUTTER CONCRETE STREET PAVING CONSTRUCTION NOTES FOR ALL LOCATIONS lO. REMOVE & REPLACE FULL FUG OF CONCRETE (FROM SCORE LINE TO SCORE LINE) .................................................. L.S. O REMOVE h REPLACE EXISTING VAULT WITH 24'x36- CHANNELL BULK SERIES CAN VAULT. SEE DETAIL ON SHEET 03 OF 03 ............... 10 EA. Q NEW FIBER TO BE PULLED THROUGH EXISTING JNOERGROUNO COX CONDUIT............................................................... L F. LOCATION 4 8 5 SEE SHEET 02 LOCATION 3 / - - - - - SEE SHEET 02 } EXISTING UG COX CONDUIT - - - - - - - JAMBOREE RD LOCATION 2 �, SEE SHEET 02 4Q _4 p LOCATION 1 i \ SEE SHEET 02 3 - _ EXISTING UG CO% CONDUIT \ / ' JAMBOFZEE RD - - SCALE 1 "=50' � SHEET 01 OF 03 NOTICE TO CONTRACTORS 1. ALL WORK SHAI, CONFORM TC LATEST EDITION OF THE "STANDARO SOECIF;UTION FOR PUBLIC WORKS CONSTRUCTION' ADOPTED BY THE CIT• AS MODIFIED BY STANDARD PLANS. 2. THE EXISTENCE AND LOCATION OF UTILITY LINES SHOWN HEREON ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. OTHER UTILITY LANES MAY EXIST; CONTRACTOR SWILL VERIFY PRIOR TO START OF CONSTRUCTION ARD SHALL USE EXTREME CARE AND PROTECTIVE MLA$URES TV PREVENT DAMAGE TO THE SAME HE IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES. VALVES METERS TRAFFIC SIGNAL CONDUIT.& DETECTOR LOOPS. ETC.: WITHIN LIMITS OF WORK WHETHEk THEY ARE SHOWN OR NOT. ]. AT .-- TWO WORKING DAY PRIOR TC STARTING WORK NOTIFY JNOERGROUNC SERVICE ALERT 22-41 J3). ♦. INDEMNIFICATION CLAUSE -CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF µL PERSONS AND PROPERTY. TINT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LINIrEO TO NORMAL WORKING OURS ANO THAT THE CONTRACTOR SHALL DEFENG INDEMNIFY AND HOLD THE OWNEq AND TWITHHE ENGINEER HARMLESS WORK ON AND THIS PROJEC�IEXCE TINGE FOR LION IAABILITYY•. IN ARISING FROM HE SOLE NEGLIGENCTHE E OF THE OWNER OR THE ENGINEER. 5. ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE PER LATEST EDITION CA MUTCO (CALIFORNIA ANNUµ ON UNIFORM TRAFFIC CONTROL DEVICES) UNLESS OTHERWISE SPECIFIED. 6. ALL PAVEMENTS CVRBS GUrTER5. SIDEWALKS DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSigUCTEO SHALL BE RECONSTRUCTED PER CITY IMPROVEMENT STANDARDS. 7. PRIOR TG THE BEGINNING OF ANY• EXCAVATION AND THROUGHOUT THE 'OURSE OF CONSTRUCTION WORK THE CONTRACTOR SHALL COMPLY WITH THE CAUFORNIA OCCUPATIONAL SAFETY AND HEALTH OF 1973 INCLUDING ALL REVISIONS AND AMENDMENTS THERETO. B WITH CONTRACTOR SMALL ANAVE COPIES OF THE PLANS ON THE PROJECT SITE AND BE FAMILIAR 9. IMPROVEMENT. Tay SHALL R SULT OF HIS RIBLE FOR EPLACEMENOT OF SAME TOES THE SATISFACTION BELOW HCITY GROUND 10. ALL BACKHOE EXCAVATION $HµL BE SAW CUT TO FACILITATE REMOVAL BY THE USE OF A POWER DRIVEN SAW. THE CUT SHALL BE STRAIGHT. CLEAN, AND TO THE FULL DEPTH OF THE SECTION OF MATERIAL TO BE REMOVED. T 1. EXISTING PORTlANO CEMENT CONCRETE SHµL BE SAW CUT TO FACILITATE REMOVAL BY THE USE OF A POWER DRIVEN SAW. THE DEPTH OF THE CUT SHALL BE DEEP ENOUGH rp PRODUCE A CLEAN, STRAIGHT BREAK WRHOIfr CRACKING. CHIPPING LOOSENING ADJOINING PCC THE EXISTING PCC SPA L BE CUT BEYOND THE CONFIGURATION OF THE TRENCH OR EXCAVATION AREA AS MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR TO ELIMINATE SMALL "FLOATING" PIECES OF CONC(RETE CONCRETE PANELS SHALL BE REMOVED OR REPLACED FROM SCORE LANE r0 SCORLEOEATEDE NO Cl05ERL)THµ RJ F[Ef IFRON A�SCOOR LINE KE COIO SAW CUT LIMITS SHALL 6BEE JOINT. MIN. PCC REMOVAL IS 25 SQUARE FEET. SCORE LINE TO SCORE LINE. 12. UNLESS OTHERWISE NHTED: 3" CONDUIT BENDS SNµI HAVE • RADIUS OF 3' 2" CONDUIT BENDS SHALL NAVE A RADIUS OF 2'. PLACE 2 SACK SLURRY MIX AROUND µL CONDUIT BENDS HAVING A RADIUS OF LESS THAN 50'. .3 ALL SCONDUHEDUIE SHALL BE OB 12. UNLESS OTHERWISE SPECIFIED. ALL SWEEPS TO POLES SHALL 14. REMOVE AND REPLACE CURB AND GUTTER ABOVE SWEEPS TO VAULTS IN THE SIDEWALK. OR BORE UNDER CURB AND GUTTER, JETTING 15 NOT ALLOWED. 15. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE DEPARTMENTS OF THE CITY AT LEAST TWO DAYS BEFOREFOR START 00 TAHE LL WO K CABLE WORK COURSE OF WORK. THE CONTRACTOR SHALL 16. AI.L SHRUBS. PLANTS' OR TREES THAT HAVE BEEN DAMAGED OR OISTURBED DURING THE COURSE OF THE WORK SHALL BE REPLANTED OR REPLACED PER CITY ENGINEER'S DIRECTION. 17. DURING THE COURSE OF THE WORK, PEDESTRIANS AND VEHICULAR ACCESS MUST BE MNNTAINE. AT ALL TIMES_ 18. NON-SKID CALT75 APPROVED STEEL PLATES SMALL BE RECESSED IN TRENCH CROSSING MAJOR CS. STREETS AREA SHALL NATEO BY THE CITY NS COIO "NEC TO A DEPTH EEp1 µNO,I%T THICK R OFTHEPLATE AND TO THE ON AND LENGTH EQUAL TO THE DIMENESIIO/N5 OF THE PLATES. 19. STEEL PLATES USED FOR BRIDGING MUST EXTEND A MINIMUM OF 12" BEYOND EDGES OF TRENCH. 20. TEMPORARY PAVING WITH COLD MIX SHALL BE USED TO FEATHER THE EDGE$ OF THE PLATS TO MINIMIZE WHEEL IMPACT. GO RAC MAV BE REQUIRED TO WELD PLATES TOGETHER To MINIMIZE RATTLING CONTRACTOA MAY BE REQUIRED TO SWEEP UP LOOSE GRAVEL SEVERAL TIMES PER DAY AS DEEMED NECESSARY BY CITY ENGINEER. 21. SRIOGING SHALL BE SECURED AGAINST DISPLACEMENT USING ADJUSTABLE CLEATS. SHIMS OR OTHER DEVICES. 22. RESTORE ALL LANDSCAPING. INCLUDING IRRIGATION SYSTEM AROUND VAULTS. 2J. INSTALL vAVLTS NEYT Tp CURB WHERE POSSIBLE. 24. NEW PAVEMENT SHAL. BE PER CITY STANDARD 25. TACK COAT SHALL BE APPLIED OVER ROADWAY SURFACE PRIOR TO PAVEMENT INSTALLATION. TACK COAT SHALL BE PG 64-10 PAVING ASPHALT OR SS-IH EMULSIFIED ASPHALT PER GREEN BOOK' REQUIREMENTS. 26. TWO SACK SLURRY MIX SHALL BE USED FOR BACKFILL- ALL SLURRY BACKFILLS WILL REQUIRE 72 HOURS OF CURE TIME. ALL EXCAVATION. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SIOVM ON THESE PLANS ARE OBTAINED BY A SEARCH ON AVNLABLE RECORDS DONE BY THE CONTRACTOR ON USA, AND TO THE BEST OF OUR KNOWLEDGE THERE ARE O EXISTING UTILITIES EXCEPT NOSE SHOWN ON THESE PLANS. THE CONTRACTOR S REQUIRED TO TAKE ALL PRECAUDONA MEASURES TO PROTECT THE UTIURES SHOWN MO ANY OTHER LINES OR STRUCTURES NO' SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO POT HOLE THE EXISTING UDLTNES AND MSUALLY LOCATE THE UNE OR STRUCTURE WHILE PERFORMING THE JACK AND BORE OPERATION MO IS RESPONSIBLE FOR THE PROTECTION AND ANY DAMAGED TO THE THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSMUCTKIN PRACTICES. CONSTRUCTION CONTRACTOR `ALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONOITION OUMNG THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS MO PROPERTY: THAT THIS REQUIREMENT SMALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO MORTAL WORK HOURS. ANO CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY, AND HOLD HARMLESS THE PRIVATE ENGINEER FORM ANY ANO NL UABIUTY. REAL OR ALLEGEO. IN CONNECTION WIN THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR STILL BE RESPONSIBLE TO REPORT DSCREPANCIES IN PLANS AN D/M FIELD CONDITIONS IM4EONTELr TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONS'TRUCTKIN• MO 4RALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED CONTRACTOR TO REMOVE 8 REPLACE DAMAGED CONCRETE MATCH EXISTING LANDSCAPE TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER. CONTRACTOR TO POT HOLE FOR EXIST. DEPTH OF UTILITIES CONDUIT PRIOR TO START OF CONSTRUCTION. TRAFFIC CONTROL NOTE, CONTRACTOR SHALL SET UP TEMPORARY TRAFFIC CONTROL SHOWN ON ACCOMPANYING TRAFFIC CONTROL PLAN PER M UTCO MO/ OR WATCH MANUAL (LATEST EDITIONS), PREFERENCE AT THE DISCRETION OF THE GOVERNING MUNICIPALITY. LOCATION 1 LOCATION 2 J� 6• e� LACE a. WULT W .1.1 ti ��t SERIES GTV WJILT / 6f. 10. I Jis, A Q 10, / ] ,J• O• �16 �O 4, " ~=4 > 10. To PT•J`� � � LOCATION 4 & 5 I �z, 6' BM 1 2 RaX7aAEJE WOBULK REPIµESERE EXGN v`NEALT LWT FROP\ 6.? '/ 1 2 2a Fa / C S@. // V / 10• O / REMPFNJS BWI NO RE4TINAE a 2 . Willi W PROP. 1 J / f / / 70• / / 4r / 5@. Q REMOVE & REPLACE FULL FLAG OF CONCRETES 3 (FROM CORE LINE TO SCORE LINE) ........................................ . L.S. Q\ / O REMOVE h REPLACE EXISTING VAULT WITH 24"K36" CHANNELL BULK 10. SERIES CAN VAULT. SEE DETAIL ON SHEET 03 OF 03 ................ 10 EA Q NEW FIBER TO BE PULLED THROUGH EXISTING UNDERGROUND COX CONDUIT .... ............. ............. ......................... ._.... L.F. I LOCATION 3 .01 5~ \ BEAK a 4AE5 ur` WJA" p/ \ e / 10 s1. �Q 0� Va 10• RAISED ISLANDS \ / / J6 10. 'O @ LOCATION 6 L/S � A IT a. VNRT L PROP. IT'S CAN T / //Z. 'J7 4 ° / O 4 wry?Y @• 60. c 10. 17�� 70, r,S RT£3 ``CV 34 • �Q%O 3/ IJZ, 10. LEGEND 0 PROP. CAN VAULT ® EX. POLE 0 EXISTING UG CONDUIT - - - - - - - CL CENTER LINE ---------- RW RIGHT OF WAY C&C CURB & GUTTER CONCRETE STREET PAVING MISC EXCAVATION LEGEND O HH/SCE VENT Ir-(POLE ANCHOR O FM O SL/TS/W/G VAULT O MH I] 2'K3' VAULT/PEO LP CKI EX. 2•K3' CAN VAULT O. TREE a 3'X5• VAULT/PEO SHEET 02 OF 03 LOCATION 7 & 8 CHANNELL BULK 4 SERIES VAULT "I_ SLIP THREAD DESIGN LOGC PUCK 2A >6 Lz LIFT PIN �x20311 -Q7 / o-� lid, /S1 /�6 /0 CONTRACTOR TO REMOVE k REPLACE DAMAGED CONCRETE MATCH EXISTING LANDSCAPE TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER. CONTRACTOR TO POT HOLE FOR EXIST. DEPTH OF UTILITIES CONDUIT PRIOR TO START OF CONSTRUCTION. LEGEND Q PROP. CATV VAULT ® EX. POLE f I WI EXISTING UG CONDUIT ------- CL CENTER LINE ---------- RW RIGHT OF WAY C&C CURB k GUTTER CONCRETE STREET PAVING LOCATION 9 & 10 MISC EXCAVATION LEGEND O HH/SCE VENT —< POLE ANCHOR p FH 0 SL/TS/W/G VAULT 0 MH Cl 2'.3' VAULT/PEO tt LP Q EX. 2'.3' CATV VAULT OTREE Q 3'.5' VAULT/PED 19, O• / 36. / 3�. CONSTRUCTION NOTES FOR ALL LOCATIONS (D REMOVE k REPLACE FULL FLAG OF CONCRETE (FROM SCORE LINE TO SCORE LINE).......... ... ..... .......— L.S. 2Q REMOVE do REPLACE EXISTING VAULT WITH 24'.36 CHANNELL BULK SERIES CATV VAULT. SEE DETAIL ON SHEET 03 OF 03 ................ 10 EA. O3 NEW FIBER TO BE PULLED THROUGH EXISTING UNDERGROUND COX CONDUIT............................................................... L.F. CONTRACTOR SHALL SET UP TEMPORARY TRAFFIC CONTROL SHOWN ON ACCOMPANYING TRAFFIC CONTROL PLAN PER MUTCO AND/ OR WATCH MANUAL (LATEST EDITIONS). PREFERENCE AT THE OISCRERON OF THE GOVERNING MUNICIPALITY. SHEET 02 OF 031 CITY OF NEWPORT BEACH TRAFFIC CONTROL PLANS JAMBOREE RD & SAN JOAQUIN HILLS RD TABUE'A' RECOMMENDED TAPER. BUFFER AND SIGN SPACING j MPH' A' SIGN SPACING F- B' MERGING TAPER L R C. SHIFTING TAPER 1.2 L FT 0' SHOULDER TAPER W L FT E' BUFFER SPACE FT MAXIMUM CHANNELR' SPACING TAPER 11 MAXIMUMSPEED'S, C'LANNELIZER SPACING TANGENT F 25 la 125 60 e2 .1 25 m 30 25C Isc m 6C n m e0 25C 32C l- ':1 315 e0um30C zi, 2m ME m 6035C Tx 3K 2e0 50 Td SIGN LEGEND SCALE = N.T.S WORN ENO S] nj aIN��C20-2 � 2e wl-Ku) FLASHING FRROw BOMO R]-e OJO a-2 (RT) 4� ® 90EWyN 51 uLK 0.05m GMT lIN 4.., SINE9WA•C OSEO�R9-11 (RT) ONREOR9_9 R9-I'. (LT) FLASNINO ARROM BOARD SCI1 (N00) p la-01kRISA w,6-, CALL DICTA TO MOVE BOUND BUS STOP ON EAST EASTBLUFF OR OCTA ROUTES AFFECTED: 57 & 57x 323-466-3876 OR 213-922-6000 FLACCM FOR PEDESTRIAN CONTROL M I~ " INN FOR PRTIE nft6 PEOESIRNMIA FN GFOONrtRa R / / / • = OI 1 MN / • • • / FORoR PEDPED E51RMN5 / / 1• • / / / � -- _ SC I(M00) / FREE R� / JP l5 MpNI O� 77 I PEDESTRIAN CONTROL FLAGGER FOR SIDEWALK ACCESS a IUD CM LL LL JM W Q w R9-1 -1 k r LEGEND: SCOPE OF WORK: ® WORK AREA t t CABLE INSTALLATION THRU EXISTING CONDUIT. ♦ E%. DIRECTION OF TRAVEL C20-0IKE 'PIS TOTAL LF: 1.962 -C> MODIFIED DIRECTION OF TRAVEL OPEN TRENCH TO REPLACE F AREA SIGN EXISTING VAULTS • CONSTRUCTION CONES OS SIGNALIZED STOP LIGHT w16-1 WORK DURATION: FLAGGER FOR PEDESTRIAN CONTROL / / / % / 5 DAYS / // / / / C11 ti WORK HOURS: 9:00 AM TC 2,00 PM S�s` I, I FIAGGER FOR / / PEOESTRIW CONOaOt �p, / / / • I MNNTMN e' WN �_qV FOR PEWSTRMNS IeJOf'fVL / / • • / / NOTES: 1. PROVIDE FLAG MAN FOR ORNEWAY ACCESS 2. KEEP ALL DRIVEWAYS OPEN/CLEAR DURING CONSTRUCTION. 3. USE CONES WITH 18'MIN. HEIGHT AS CHANNEUZING DEVICE. VP IL Il `W20-I 1\ 1320-2. 1 F�RMpNI l50 PORTABLE DEUNEATORS PLACED AT ONE-HALF THE SPACING INDICATED FOR TRAFFIC CONES, WY BE USED INSTEAD OF CONES FOR DAYTIME CLOSURES ONLY. /. ALL CONES USED FOR LANE CLOSURES DURING THE HOURS OF DARKNESS SHKL BE FITTED WITH RETRO-REFLECTIVE BANDS OR SLEEVES AS SPECIFIED IN THE SPECIFICATIONS. 5. THE MAXIMUM SPACING BETWEEN CONES ALONG A TANGENT AND ALONG A TAPER SHALL BE APPROXIMATELY AS SHOWN ON TABLE A. 6. EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURES. EACH FLAG SHALL BE AT LEAST 16'x16' IN SIZE AND SWILL BE ORANGE OR FLOURESCENT RED -ORANGE IN COLOR. FLASHING BEACON SWILL BE PLACED DURING DARKNESS INSTEAD OF FLAGS. 7. FLASHING ARROW SIGN SHALL BE EITHER TYPE I OR TYPE II. 8. FOR ADDITIONAL INFORMATION, REFER TO THE CALIFORNIA MUTCO (LATEST EDITION). 9. NOTIFY PUBLIC WORKS INSPECTOR 48 HRS PRIOR TO BEGINNING WORK. 10. TRENCH EXCAVATIONS WITHIN THE ROADWAY SWILL BE COVERED WITH STEEL PLATES. STEEL PLATE WARNING SIGNS SHALL BE USED. 11. CONTRACTOR MUST SET-UP k TEAR DOWN DAILY. 12. PARTIAL STREET CLOSURE REQUIRED APPROVAL BY DEPT. OF PUBLIC WORKS. SHEET 01 OF 02 CA-L OCTA TO MOVE BOUND BUS STO= ON EASTBLUFF OR OCTA ROUTES AFFECTED: 79 & 79A 323-466-3876 OR 213-922-6000 WORK DURATION: S DAYS WORK HOURS: 9:OC AM TO 2:00 PM SCO'E OF WORK: CABLE INSTALLATION THRU EXISTING CONDUIT. TOTAL LF: 1962 I F: _FNn- PUCE SIGN AT THE NEAREST PEOESTRIAN CROSSWALK ON SAN JOAQUIN HILLS RD R9-11(RT) WORK AREA EX DIRECTION OF TRAVE CITY OF NEWPORT BEACH TRAFFIC CONTROL PLANS co POFSTRMN CONTROL JAMBOREE RD & SAN JOAQUIN HILLS RD 10.%- S. SEE SHEET 01 OF 02 FOR GENERAL NOTES L �� 9 wtt-t • WIA-I � / � / / MODIFIED DIRECTION OF TRAVEL AREA SIGN CONSTRUCTION CONES SIGNALIZED STOP LIGHT SCALE - N.T.S FLAGGER FOR PEDESTRIAN CONTROL MGGFOR PEOESNMN CONTROL YNNINN IMN FOR PEOESTROWS PEOESTRNN CONIROIAIN FOR PEDESTRIANSFLAGGFUR / G / PEDESTRIANCONTRa / / /'00 MNNTAIN I' ON FOR PEDEST s W11,1 &Wl6-1 Aor TYPICAL: APPLY WHERE NEEDED PEDESTRIAN FRCONTTKX AN MR ' 1 FLAGr" MR / PEDESTRIAN G TROL' 11,07NN I' ON PEDESTRIMI CONTROL C FLAcr.ER FOR SIOEW�K .ESS NOT CE SCARE CONTRACTOR TO PROVIDE A MINIMUM CLEARANCE FOR PEDESTRIANS SIGN LEGEND NQ '� / / /// y�K RMO�wVR1t ttOSEU Q� CLOSED C20-2 C.1UA RR-11 (Rn R9-9 / Rb / REVISIONS DATE: COX Ed- E-MAILE-MN THOMAS GUIDE: U'S ■AT✓sfA R 41W TMOVAL cams ® SWIN =5, COWA CA saves TYPE OF DRAWING M 951 Z/7.0800 PAY: 95[.Vn.5500 TABLE W HOED TAPER. BUFFER AND SIGN MoMm �� 1 • I •�• N '©0®o©0ao ©o0000ao ©�ii�lllllllllllll'i♦•1111111111111 �®IIIIIIIIIIII�IIIIIIIIIII� ©oom00©a ©o0000©0 0000©oa0 SHEET 02 OF 02 TIE IN LOCATION 10/26/2018 CITY OF NEWPORT BEACH PROJECT: N.T.S C800228-11 —.da•+Nl—d—gi... �Ng.com WORK LOCATION: 889-E5 & EA, 889-E6 JAMBOREE RD & SAN JOAQUIN HILLS RD TRAFFIC CONTROL PLAN PROJECT ADDRESS: 1 PARK NEWPORT, NEWPORT BEACH, CA 92660 • Velasco, Julio From: Adrian S <adrian_ryder@icloud.com> Sent: Monday, December 17, 2018 6:35 AM To: Velasco, Julio Subject: Pre construction meeting Good morning, I spoke with you Friday afternoon about meeting on the corner of Jamboree and San Joaquin for a pre - construction meeting. Does today or tomorrow morning work best for you? Permit number is N 2018 - 0408 Adrian sabatini 949-254-9305 Sent from my Whone N2olb -0408 j AIA 50"e 4 sanr QOA GL 4 1 &J 9 b 0 APPUAM - Attf*VCPS 'q4a •2S4• 7'30r , rr**.a -Job Inspector: Comments: Date: F: \Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc Time: AM PM 1211712018 City of Newport Beach Page 8 of 19 4:30:13PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 12/18/2018 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity : N2018-0408 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: COX COMMUNICATIONS Phone : 310-265-5875 Description : Remove and replace ten (10) existing Cox CAN vaults on Jamboree Road from just north of Eastbluff Drive/Ford Road to San Joaquin Hills Road. Concrete restoration per City Standards. Item: 10210 PUBLIC WORKS Requested Time: 12/18/2018 12:00:OOAM Requestor: WEBUSER 949-254-9305 Adrian -Atli Entered By: WEBUSER Comments: AM-JV testinq inspection request Z�D Assigned to: 77777777777* �Al /--e e V/ ep(, 4 1/14/2019 City of Newport Beach Page 12 of 13 6:30:29AM INSP150 - Daily Inspection Request Report Requested Inspection Date : 01/14/2019 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW A/P/D Information: Activity : N2018-0408 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: COX COMMUNICATIONS Phone : 310-265-5875 Description : Remove and replace ten (10) existing Cox CATV vaults on Jamboree Road from just north of Eastbluff Drive/Ford Road to San Joaquin Hills Road. Concrete restoration per City Standards. Requested Inspection(s) Item: 10250 FINAL - PW Requested Time: 1/14/2019 12:00:OOAM Requestor: WEBUSER 949-254-9305 Entered By: WEBUSER Comments: AM - Assigned to: uzzzzzzzzz*