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N2017-0091
O'�8�to�o E'. v + A. o , oocivofcNewenter cport Beach rive, Newportsacn,cAs2sso IIII�I�II01700I1I9IIII Permit Counter Phone (949)644-3311 Online Inspection Request - www.newportbeachca.gov / Online Services Permit No: N2017-0091.. ,--' s Project Inspection Requests Phone (949)644-3255 .ar Job Address : 1 PUBLIC ROW NB Thomas:Guide: Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per City Standards. Parcel # : Legal Desc : Owner: CITY OF NEWPORT BEACH Contractor: HP COMMUNICATIONS INC Pho51-545-4170 COMPLETED 71-1919 L Address : Address : 113341TEMESCACANYON ROAD CORONA CA Contractor State Lic: 752762 Applicant: PINNACLLE DESIGN GROUP License Expire: 08 31, 2018 Phone : 760-845-5049 [ Address : 3910 STANFORD DRIVE OCEANSIDE, CA 92056 Business License: BT30023414 Business Expire: 05 31, 2017 Special Cond.: Pre -job inspection required Workers' Compensation Insurance - - Carrier : OLD REPUBLIC GENERAL INSURANCE Policy No: All CW1 1171600 W. C. Expire: 07 15, 2017 Permit Processing Fee : $241.00 Sewer Connection : $0.00 Total Fee $2,242.00 Agreement Fee : $0.00 4TT Box Cover: $0.00 Paid : $0.00 Traffic control Plan Check : $351.00 Total Water Meters : $0.00 Balance : $2,242.00 Inspection Fee : $1,650.00 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 : Date ,3 General Services Approval : Date Alk Aomftmo WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -COMPLeTE-THE BELOW INPORMAIIJON PROJECT ADDRESS: Ba side Dr & Marine Ave OF PROPOSED WORK: T manhole and bore along Bayside Dr to Marine Ave to another AT&T manholeor FDETAMLEDESCRIPTION to install conduit and fiber for telecommunications. APPLICANT: Ken Brown Phone: 760-845-5049 Email Address: kenbrown@pinnacledesigngroupinc.com Mailing Address: 3910 Stanford Dr City/State0p: Oceanside CA 92056 OWNER: Phone: Email Address: Mailing Address: City/stateop: LL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE 7ONTRACTOR: HP Communications Office Phone: 951-572-1200 different): Jobsite Phone: Other Phone: Email Address: ralph.ochoa@hpcomminc.com Mailing Address: 13341 Temescal Canyon Road City/stateop: Corona Ca 92883 State License Number & Class: 752762 Expires: 8/31 /18 City Business License Number: 5/31 /17 E ices; WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) company: American General Insuranriq Policy No: Al CW 11171600 Expires: 7/15/17 uh(c Wris. • N94ad,345b Ll lltles:: 949,6ik43Q11 LUir )Pores ' 949�4�-3bfl3: FOR OFFICE USE ONLY Special Conditions of Permit: 4 Pu�s P • ova ;�:� v' zf , ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: Municipal Operations Traffic: Fire: L� Other: � Engineering Technician: Permit Specialist Date: Permit No. r PCs N alu ". — Public Works Department 9494;44-3311 100 Civic Center Drive, Newport Beach, CA 92660 i � � Rif �.S �' S1 nVl,� ��<'. �� �/•\�C� : I OtherwiseAll Fees Are Non -Refundable Unless PROJECT ADDRESS: PERMIT N2017- •• APPLICANT: - Imo- 110T9:Z57(=a 9,I�1Q7�lnzlo31=iT° 10� gi1QK�JAI o-',, 21L,, �Qn 22P1 _ 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 $191'0 Monitoring Wells $502.00 Inspection Fee: Public Works Field Inspection Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection Refundable Deposit: Improvements Qtv- $165.001 10 $121.00 $165.00 $108.00 TBDBTBD Street/Alley/Walk Closure: $65.000 Newspaper Rack Inspection $108.00 Traffic Control Plan Check 8-1/2" x 11" $65.00 Sewer Connection Fee $250.00 24" x 36" $143.00 ,2 4TT Box & Cover $64.00 Additional _ _ _ _ THE FOLLOWINGTE IMS REQUIRE APPROVAL FROM THE Revenue Division I REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: 1 aty. (Water Meter: ^Qri• Installation Charge $528.00 1 13/4" Meter $50.25 Water Meter Boxes: 11" Meter $121.50 For Parkway & Sidewalk Area (Box + Cover = Cost) 11 1/2" Meter $285.00 1" Meter: 13.00 + 37.00 $50.00� 1 11 1/2" Turbine Meter $700.00 2: Meter: 27.00 + 61.25 $88.25 1 12" Meter $425.00 1 12" Turbine Meter $845.00 For Traffic & Alley Areas (Box + Cover = Cost) 1 13" Meter $3,310.00 1" Meter: 13.00 + 38.00 $51.00 14" Meter $4,730.00 2" Meter: 27.00 + 162.00 $189.00 1 !6" Meter $7,190.00 City. Budget Number 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 My 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 0&: * 2, 2-12. --• Permit SK)ecialist Receipt No. tNsers/pbw/sharedlm=adUrmsterslep hvM and back masters/ Rev. 1/5/20171 lepfeesheebds-revised 10/21/2016 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 /SIDEWALK USE OR DUMPSTER PLACEMENT Cltv of Newport Beach Munlcloel Code 1 Z6Z010 Permit for Temnorary Street Closure APPLICANT INFORMATION Name: Ken Brown Company Name: Pinnacle Design Group City of NeWport BeaCh Business nfe o Address: 3910 Stanford Dr -BT3 DDD--31414 City/zip: Oceanside 92056 Phone: 760-845-5049 emailkenbrownapinnacieciesigngrou Exact Location of Encroachment: Bayside Dr & Marine Ave (Use street address or approbmate number of feet from nearest intersection) Reason for Encroachment: Boring along Bayside Dr to Marine Ave to install conduit and fiber optic cable Franchised Hauler or Dumpster Company Name: Size: Date Use to Begin: 3 I ( s l 1-1 _ Data Use to End: 31181 F1 (Maximo 14 Days) Cl� DO Am to -3 ; O b /� 7'}�I� Time of Closure: DIAGRAM LOCATION OF ENCROACHMENT BELOW: Newport Beach Police Department (949) 644-3717 Bayside Dr Q a� .9 w A copy of this eerymnit must be visible on the dash of each vehicle authorized to park in reserved garkng sots. The a licant is responsible for non in Police Dis atch of an road closure, detour, or reserved pajin . See reverse side of this pennit for regulations covering use of this perynit. ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS: CITY RESERVES THE RIGHT TO REVOKE OR MODIFY CONDITIONS AT ANY TIME I, (Permitee) hereby certify the information provided is true and correct, and I agree to comply with the terms and °s t° only conditions on the front and back of this permit. Permitee guarantees to indemnify and hold the City of Newport Beach harmless g Inst ny s, liability, or judgments for damages arising out of permitee's activities. CH9 p x Data: 2-8-17 --VM NzelvoReviewed by: Date: ��1 Approved by: Date: ! I R Permit Fee: $ 5• Receipt No: e�jyea MLA nc.com w O PACIFIC COAST HWY BAYSIOE DR D SITE LOCATION z FIT D F*1 N.T.S. VICINITY MAP PROPOSED IMPROVEMENTS C3 PROPOSED 2' X 3' VAULT, STANDARD (PVT) ® CORE EXISTING UTILITY 0 2' X 4' BORE PIT E3 3' X 5' BORE PIT Ej PCC SIDEWALK REMOVE & REPLACE UNDERGROUND CONDUIT DIRECTIONAL BORING #X m CONDUIT COUNT SHEET INDEX TITLE SHEET SHEET 1 0= DETAILS SHEET 2 OF IMPROVEMENT PLANS SHEET 3 OF IMPROVEMENT PLANS SHEET 4 0= FOOTAGE TOTALS ASPHALT TRENCH 0' PUNCH THRU 0' DIRT TRENCH 7' BORE 878' TOTAL 885' R&R SIDEWALK TOTAL SO 1 84 FT EXISTING SYMBOLS —� EXISTING CENTERLINE —R EXISTING PROPERTY LINE EXISTING RIGHT OF WAY IC&G EXISTING CURB & GUTTER EXISTING SUBDIVISION BOUNDARY -SD- - - - EXISTING STORM DRAIN EXISTING WATER - EXISTING WATER LATERAL -S- - - - EXISTING SEWER EXISTING SEWER LATERAL -E- - - - EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING GAS LATERAL -� EXISTING GUARD RAIL/FENCE �' - -- EXISTING CATV .- - - - EXISTING OIL/FUEL EXISTING TRAFFIC LOOPS �- - - EXISTING UNKNOWN UTILITY FACILTIES EXISTING RAIL ROAD TRACKS x EXISTING FIRE HYDRANT EXISTING CURB RAMP S EXISTING SERVICE POLE + EXISTING MONO POLE EXISTING MANHOLE EXISTING CABINET EXISTING GAS VALVE EXISTING WATER VALVE '? EXISTING STREET LIGHT 1 EXISTING SIGNAL EXISTING HANDHOLE/VAULT L! EXISTING BUSH EXISTING TREE EXISTING TRANSFORMER o EXISTING PEDESTAL EXISTING MONUMENT �1 DRNEWAY NOTE: WILCON WILL OWN FIBER AND CONDUIT INSTALLED BY HP COMMUNICATIONS ENGINEERING SERVICES DEPARTMENT RIGHT—OF—WAY CONSTRUCTION PERMIT STANDARD CONDITIONS 1 A CONS -RUCTION DERMI- IS REOL,RED FOR ALL CONTRACTORS PERFORMING ANY OF THE WORK SHOWN ON THIS PLAN. A DERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO DERFORM THE WORK. THE PERMITTEE SHALL GIVE AT LEAST 48 HOURS NOTICE DRIOR TO COMMENCING THE WORK 2. THE CONTRAC-OR SHALL CONTACT ALL UTILITY COMPAN ES HAVING FACILITIES WITHIN THE WORK AREA AT LEAS- 48 HOURS PRIOR TO BEGINNING WORK 3. THE CONTRAC-OR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL JTILITIES. =0R LOCATION OF UNDERGROJND UTILITIES. OR -OR EMERGENCY SERVICES CA__ UNDERGROUND DIG ALERT A- 800-422-4133. 4. ALL TRENCHES SHALL BE ADECUATELY SJPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED B" THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY AND HEATH REGULATIONS FOR CONSTRUCTION- THESE REGULATONS ARE DESCRIBED IN SUBPART P. PART 1926 OF THE CODE OF FEDERAL REGULATIONS SHEETING AND SHORING SHALL BE UTI_IZED WHERE NECESSARY TO DREVENT ANY EXCESSIVE WIDENING OR SLOJGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES OR TO ANY EXISTING STRUCTURE WHERE EXCAVATIONS ARE MADE UNDER SEVERE WATER CONDITIONS. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILNG INSTEAD OF SHEETING AND SHORING. 5. WHEN AN EXISTING ASPHALT STREET 'S CJi, THE STREET MUST BE RESTORED TO A CONDITION EOJAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY REDRESENTATIVE BEFORE ANY CUTS ARE MADE PATCHING SHALL BE DONE IN CONFORMANCE WITH CITY STANDARDS THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE AL_ LARGE PATCHES SHALL BE PAVED WITH AN ASDHALT LAY DOWN MACHINE. 6. ALL DAMAGED EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 7. ALL REQUIRED WATER FACILITIES INCLUDING FIRE HYDRANTS AND APPUR-ENANCES SHALL BE ACCESSIB_E AND FJLLY OPERATIONAL PRIOR TO CONSTRUCTING ANY PERMANENT STRUCTURE USING COMBUSTIB_E MATERIALS. 8. ALL UTILITY SERVICE LINES SHALL HAVE A LOCATION IDENTITY MARKING ON TOP OF THE CURB. 9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUC-ION. 10 THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND A COPY OF THE ENCROACHMENT PERMIT ON THE JOB SITE DURING WORKING OPERATIONS. 11 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICAB_E FEDERAL. STATE. AND LOCAL SAFETY REOUIREMENTS. 12 THE CONTRAC-OR SHALL RES-ORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO PAVING, UTILITIES, STREET STRIPING, LANDSCAPING AND SIGNS 13 ONE SACK SLURRY BACKFILL SHALL BE USED FOR ALL -RENCH CROSSINGS OF STREETS AND ALL TRENCHES WITHIN ALLEYS. 14. SURVEY MONUMENTS OR ACCESSORIES TO THE SAME (TIE POINTS) SHALL BE PRESERVED, REFERENCED AND/OR REPLACED PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. OF THE STATE OF CALIFORNIA. 15. ALL SHRJBS, PLANTS. OR TREES THAT HAVE BEEN DAMAGED DURING THE COURSE OF WORK. SHALL BE REPLANTED OR REDUCED AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION 16. IF DURING CONSTRUCTION, A TRAFFIC DETECTOR LOOP IS TO BE CUT, NOTICE IS TO BE PROVIDED TO THE CITY TRAFFIC ENGINEERING DEPARTMENT 2 WORKING DAYS PRIOR TO CUTTING THE LOOP. LOOP MUST BE REPAIRED WITHIN 5 CALENDAR DAYS 17. ALL USA MARKINGS SHALL BE REMOVED WITHIN 24 -TOURS OF COMPLETION OF WORK. 18. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DJRING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, WITH EXCEPTION FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT OR THE ENGINEER. EROSION AND SEDIMENT CONTROL NOTES: 1. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES. THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY. THE COST (INCLUDING AN INITIAL MOBILIZATION AMOUNT) OF WHICH SHALL BE CHARGED TO THE OWNER 2. ALL EROSION CONTROL MEASURES REOUIRED TO RETAIN SEDIMENT ON -SITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE INITIAL CONSTRUCTION PHASE OF THE PROJECT. 3. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSJRE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REOUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME 4. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 5. GRAVEL BAGS AND NECESSARY MATERIALS IV ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR A.W. DAMAGED EROSION CONTROL MEASJRES WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 6. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 7. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND CAUSED EROSION. EAR-HWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DLST SIGNIFICANTLY IMPACTS ADJACENT PROPER— IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS. THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. B. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH STREET SWEEPING OR OTHER EOUA_LY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICA_ MEANS 9. APPROVAL OF THE GRADING PLAN DOES NOT APPLY TO UTILITY CONSTRUCTION. UTILITY CONSTRUCTION SHALL NOT BEGIN UNTIL APPROVAL BY THE CITY ENGINEER. 10. THE OWNER/DEVELOPER SHALL DROVIDE ANY ADDITIONAL DUST ABATEMENT AND EROSION CONTROL MEASURES DEEMED NECESSARY BY THE CITY, SHOULD CONDITIONS MERIT THEM. 11. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUC-ICN LIMITS AS SHOWN ON THE APPROVED EROSION CONTROL PLAN, TO PREVENT GRADING ON PROPERTY NOT OWNED BY THE DEVELOPER IN ADDITION, THE CITY MAY REOUIRE ADDITIONAL TEMPORARY FENCES IF FIELD CONDITIONS SO MERIT THEM. 12. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURE MAY BE REOUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO JNFORESEEN EROSION PROBLEM OR IF THE PROPOSED EROSION CONTROL MEASURES DO NOT FUNCTION AS INTENDED. THE REOLIREMENTS OF THIS EROSION CONTROL PLAN AND THE OBLIGATION OF THE LANDOWNER SHALL RUN WITH THE LAND UNTIL SUCH TIME AS THE EROSION CONTROL DUN IS PROPERLY COMPLETED. OFFICIALLY MODIFIED OR VOIDED. 13. INSPECTION REPORTS SHALL BE KEPT ON -SITE AND MADE AVAILABLE AT ALL TIMES FOR CITY REVIEW. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED. 14. THE CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL SYSTEMS SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED EROSION CONTROL PLAN. CALIFORNIA STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHA L BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2013 CALIFORNIA BUILDING CODES WHICH ADOPTS THE 2013 UBC. 2013 UMC. 2013 UPC AND THE 2013 NEC. - CALIFORNIA ADMINISTRATIVE CODE (INCLUDING TITLES 24 & 25) 2013 - BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) - 2013 CALIFORNIA DLUMBING CODE - 2013 CALIFORNIA MECHANICAL CODE - 2013 LOCAL BUILDING CODE - ANSI/ETA-222-F LIFE SAFETY CODE NFPA-101 - 2013 CALIFORNIA ELECTRICAL CODE PREPARED BY: CLIENT: RIEVISIONS SEAL HLLI TITIE SHEET NO T olscmPrroR: BY. DATE -TITLE SHEET TIP COMMUTNTICATIONS. Inc. ' SITE ADDRESS BAYSIDE DR &MARINE AVE = w 13341 Tem«c.T CAMN RA CALL 811 NNAC E 3910 STANFORD DR Cer m,. Ck 9 - - - OCEANSIDE, CA 92056 tW PAAX 9951-672-1201FVICR � CALL AT LEAST TWO DAYS TOTAL SHEETS r ESIGN GROU (760) 845-5049 Rp0 P BEFORE YOU DIG - UNDERGROUND SERVICE ALERT 10LIRISDILIFICIN' NEWPORT REACH- CA TICKET. .B. PAGE: Bag-C7 4 UPDA-TIE0 COWDU►T ALIGNMENT TYPICAL MANHOLE CONNECTION (TYPICAL SECTION: N.T.S.) B'E[V[ EXTENDING IND MANHOLE (PVT) 1-1/4- CONDUITS CONTRACTOR WILL BE RESPONSIBLE TO RESEAL ALL MANHOLES TO CURRENT TELECOM CARRIER GUIDELINES AND SPECIFICATIONS. DIRT TRENCH DETAIL (TYPICAL SECTION: N.T.S.) ORIGINAL BACKFILL MATERIAL Ff- UNDISTURBED 36" MIN VEARTH ROCK 12" MIN INSTALLATION NOTES: BACKFILL WITH NATIVE SOIL FROM THE TRENCH. NO ROCKS ARE TO BE WITHIN 12. OF PVC CONDUIT. DETAIL, 4 DIRECTIONAL BORE METHOD CROSS SECTION (TYPICAL SECTION: N.T.S.) UNDISTURBED EARTH BORE DRILL AS PER FIELD CONDITIONS FINAL LINE : N.T.S.) BORE PITS GRADE | \ 6 CVR ETCUL BR: ETIL ME . 6' V'N. (2) 1-1/4^ CONDUITS ^ w/w. -BORE DIRECTION --T RECEIVER ORIGINATOR 3 | PREPARED BY: CLIENT: DESCMPMN: REVISIONS DATE- SEAL SHEET TITLE DETAILS SHEET NO I-TP CONIMUN'ICAIIONS, Inc. 0 SITE ADDRESS BAYSIDE DR & MARINE AVE 2 N �\�E OFFIlCR 9BI-572-1200 —D OCEANSIDE, CA 92056 TAX, 951-672-1201 CALL AT WLT TWO DAYS NUMBER: SG4921—Wi TOTAL SHEETS TYPICAL MANHOLE CONNECTION (TYPICAL SECTION: N.T.S.) ;LEEVE EXTENDING IND MANHOLE (PVT) 1-1/4" CONDUITS CONTRACTOR WILL BE RESPONSIBLE TO RESEAL ALL MANHOLES TO CURRENT TELECOM CARRIER GUIDELINES AND SPECIFICATIONS. DIRT TRENCH DETAIL (TYPICAL SECTION: N.T.S.) 6" ORIGINAL BACKFILL MATERIAL UNDISTURBED 36" MIN EARTH ROCK 12" MIN UNDISTURBED 1-1/4- CONDUITS INSTALLATION NOTES: - BACKFILL WITH NATIVE SOIL FROM THE TRENCH. - NO ROCKS ARE TO BE WITHIN 12* OF PVC CONDUIT. DETAIL: 4 DIRECTIONAL BORE METHOD CROSS SECTION (TYPICAL SECTION: N.T.S.) UNDISTURBED EARTH 1 (2) 1-1/4" CONDUITS BORE DRILL AS PER FIELD CONDITIONS FINAL GRADE/GUTTER LINE f 36" MIN. COVER ....';"'DEPTH ACTUAL BORE! DEPTH WILL MEET FIELD CONDITIONS BORE PIT & RECEIVER PIT DETAIL (TYPICAL SECTION: N.T.S.) BORE PITS GRADE 36" V!N. 1 (2) 1-1/4- CONDUITS 4" MIN. —BORE DIRECTION 3' X 5' _T 3' X 5' RECEIVER ORIGINATOR GRADE PREPARED BY: CUENT: DESCRIPTION: BY: fff- are:SEAL- H DETAILS SHEETN 0 UP CONIMUNICA11ONS, Inc. 0 SITE ADDRESS BAYSIDE DR & MARINE AVE 2 13341 Ternewcal CA MN RD. CALL 811 3910 STANFORD DR Corona. CA 92883 PROJECT NAME-- NEWPORT RING 2 DRAWN RY- KR OFFICR 951-572-12DO N E OCEANSIDE, CA 92056 TAX 951-572-1201 CALL AT LEAST TWO DAYS NUMBEA-W —1 TOTAL SHEETS u BEFORE DIG 0091 m&N85Fg 14 pcHOA E S G �\2 (760) 845-5049 PPO UNDERGROUND YSOERU%nCE ALERT JURISDIE A 4 TICKET T.B. PAGE: 589- UON, I VARIES E 4' 8� \ 5' BAYSIDE DR \ MEDIAN Q� w Li i.. MEDIAN O \ 82'64' © J �w w N — 22_ — 18' 16' — -------- — 13' — 13'13' SW. ,°f I-------18' V.C.P. — ----- - MEDIAN PROPOSED 3' X 5' BORE PIT 81' BORE D frl PROPOSED 3' X 5' BORE PR (4' F.O.C.) N SCALE:1:50 NOTE: CONTRACTOR IS TO CORE ALL UTILITY CROSSINGS. CONTRACTOR IS TO MARK OUT ALL UTILITY CROSSINGS BEFORE CONSTRUCTION AND IS NOT TO RELY SOLELY ON THIS CONSTRUCTION DRAWING TO LOCATE UNDERGROUND UTILITIES. UTILITIES SHOWN HERE WERE GATHERED FROM MUNICIPAL RECORDS AND MAY NOT BE UP TO DATE WITH CURRENT EXISTING UTILITIES. NOTE: WILCON WILL OWN FIBER AND CONDUIT INSTALLED BY HP COMMUNICATIONS Q � ti�` I �� — - — — �� 55'74' / \� I -22 7 r 91' � o � I I I rn U) 51' BORE 20' 48' n n R* I. MATERIAL LIST N= W 2'X3' VAUI T 0 NEW 3'X5' VAULT 0 NEW 1-1/4" CONDUIT 1,770' N-W 2" CONDUIT 0 CTOR TO VERIFY STORM DRAIN DEPTH I 'ROPOSED 3' X 5' BORE PIT REMOVE AND REPLACE 6' X 14' SIDEWALK PANEL 7' DIRT TRENCH ISTING AT&T MANHOLE N/T PREPARED BY: CLIENT: REVISIONS SEAL HEET TfTLE SHEET NO oTscRtPnoN: Ft. DATE SEAL PLAN p ITP CONMTTKICAnONS, Inc. •SITE ADDRESS 3 = mYON y 13341 Teewal CANEM CALL 8111 BAYSIDE DR dt MARINE AVE 3910 STANFORD DR co=na. Cs 92883 NNAC E OCEANSIDE,CA92056 �� TAmX• o61-572 112Oi2� CALL AT LEAST TWO DAYS — — — TOTAL SHEETS ESIGN GROU (760) 845 5049 OR I.. P BEFORE YOU DIG — — UNDERGROUND SERVICE ALERT 4 TICKET s T.B. PAGE: BB9—C7 NOTE: CONTRACTOR IS TO CORE ALL UTILITY CROSSINGS. CONTRACTOR IS TO MARK OUT ALL UTILITY CROSSINGS BEFORE CONSTRUCTION AND IS NOT TO RELY SOLELY ON THIS CONSTRUCTION DRAWING TO LOCATE UNDERGROUND UTILITIES. UTILITIES SHOWN HERE WERE GATHERED FROM MUNICIPAL RECORDS AND MAY NOT BE UP TO DATE WITH CURRENT EXISTING UTILITIES. NOTE: WILCON WILL OWN FIBER AND CONDUIT INSTALLED BY HP COMMUNICATIONS 5' G¢G L:L 82'64'- -36" VC p. _ 22' - - CdcG 13'- 21' BORE PROPOSED 2' X 4' BORE PIT (5' F.O.C.) N SCALE:1:50 BAYSIDE DR --_---- __ 17' 15' 3' - 13' SIDEWALK 274' 19' -- 38' —_ LLJ w8. 725' BORE 0 U W _r-) Q m Uj- 42' W ZW V.CP1-Li V)6 L PREPARED BY: CLIENT: REVISIONS SEAL SHEET TITLE SHEET NO �VN I q DESCRIPTION: REVISIONS DATE. IMPROVEMENT PLAN HP COMMITNrICATIONS, Inc. SITE ADDRESS 4 a 13341 7en=c•1 CANYON RD. CALL 811 BAYSIDE DR &MARINE AVE 3910 STANFORD DR Corona CL 928E3 N N E OCEANSIDE, CA 92056 �� OFAXFFI sl9 1- 2oi uu AT L�si Two wrs — — — TOTAL SHEETS ESIGN GROU (760) 84�r5049 ORp UNDERGROUND SERVICE E ALERT EWFURI BEAU 4 TICKET • W.AG - 889—C LEGEND DIRECTION OF TRAVEL PAVEMENT ARROW PORTABLE SIGN • TRAFFIC CONE / DELINEATOR I T Y O CMS r Table 6C-1. Recommended Advance Warning Sign Minimum Spacing Distance Between Signs* Road Type A B C Urban (low speed) - 25 mph or less 100 ft 100 ft 100 ft Urban (high speed) - more than 25 mph to 40 mph 250 ft 250 ft 250 ft Urban (high speed) - more than 40 mph 350 ft 350 ft 350 ft Rural 500 ft 500 ft 500 It Expressway / Freeway 1.000 ft 1,000 ft 1,000 ft • Speed category to be determined by the highway agency. TYPE II BARRICADE •• The column heodings A.B. and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction TYPE III BARRICADE to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The 'first sign' is the sign in a three -sign series that is closest to the TTC zone. The FLAG TREE 'third sign Is the sign that is furthest upstream from the TTC zone.) FLASHING ARROW BOARD TRAFFIC SIGNAL K-RAIL (TYPE 50 CONCRETE BARRIER) CHANGEABLE MESSAGE SIGN FLAGGER Table 6C-2. Stopping Sight Distance as a Function of Speed on Level Roads. Speed' Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet ' Posted speed, off-peak 85th-percent0e speed prior to work starting, or the anticipated operating speed In mph. Table 6C-3 (CA). Taper Length Criteria for Temporary Traffic Control Zones (for 12 feet Offset Width) Speed* S (mph) Minimum Taper Length" for Width of Offset 12 feet w Merging L (feet) Shifting L/2 (feet) Shoulder L/3 (feet) Down Stream (feet)*** 20 80 40 27 50 25 125 63 42 50 30 180 90 60 50 35 245 123 82 50 40 320 160 107 50 45 540 270 180 50 50 600 300 200 50 55 1 660 1 330 220 50 GENERAL NOTES, 1. WORK HOURS TO BE RESTRICTED TO 9-00AM TO 3-00PM UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY 'NO PARKING/TOW AWAY' SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL POLICE DISPATCH TO VALIDATE POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON -WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS APPROVED BY THE INSPECTOR. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY. CONTACT PUBLIC WORKS DEPARTMENT 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS/HER REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION. 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A 'STOP/SLOW' PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12, ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2014 EDITION. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS/HER REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH CITY'S TRANSIT DISTRICT. CONTRACTOR SHALL CALL TRANSIT DISTRICT AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN. SIGNAGE NOTES, 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL • - Posted speed limit, off peak NIGHT LANE CLOSURES. 85th-percent0e speed prior to work 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE starting, or the anticipated operating speed in mph. SPECIFICATIONS. •• - For other offsets use the following 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL merging taper length formula for L For speeds of 40 mph or less. L=WS z/60 MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. For speeds of 45 mph or more, L=WS 4. A G20-2 'END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE Where L =taper length in feet W = width of offset in feet WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. S = posted speed limit, 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13' off-peak 85th-percentile speed prior to work starting, or REFLECTIVE SLEEVES. the anticipated 6. FLASHING ARROW SIGNS SHALL BE USED PER CA MUTCD 2014 EDITION. SILENT TYPE SHALL BE USED IN RESIDENTIAL operating speed in mph. ••• - Maximum downstream toper length is AREAS. 100 feet. See Section 6C.08. 7. THE MAXIMUM SPACING BETWEEN CONES SHALL BE THE WORK AREA'S SPEED LIMIT. B. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF THE MUTCD. I HEREBY DECLARE THAT I AM THE ENGINEER 9. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. AND HAVE REVIEWED THIS PROJECT AND IS 10. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF 2014 CALIFORNIA MANUAL OF CONSISTENT WiTH CURRENT STANDARDS PER BUSINESS AND PROFESSIONS CODE SECTION UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 6703. I UNDERSTAND THAT CiTY REVIEW DOES NOT RELIEVE ME OF RESPONSIBILITY FOR THIS PROJECT DESIGN. PREPARED BY: CLIENT: REVISIONS SEAL SHEET TiTLE SHEET NO DKWM DESORPTION: BY: DATE TRAFFIC CONTROL COVER SHEET '1 ADJUSTED RUNNING LINE INTO THE STREET KB 5-3-17 ' IiP CON1WTNICATTONS, inc. a iTE ADDRESS T 0 1 U%,�ml 13341 Teme�cal CANYON RD. CALL 811BAYSIDE DR &MARINE AVE I3910 STANFORD ORCoroner CL 92889NNAC E OCEANSIDE,CA92056omcc D6]-572-1zoo CALLATL TTWODAYs - - - TOTAL SHEETS ESIGN GROU (760) 845-5049 BEFORE YOU DIGPROIER — — 17 UNDERGROUND SERVICE ALERT T05 TICKETIT.B. PAGE: 889-C7 UIPv 71M ► PIFFIC f.ow-MbL Vl.,W S-I,—T7 JAMBOI (35 1 BAYSIDE DR (35 MPH) BAYSIDE DR ioc uou% MARINE AVE (25 MPH) NOTES • I HEREBY DECLARE THAT I AM THE ENGINEER 1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES AND HAVE REVIEWED THIS PROJECT AND IS Z CONSISTENT WITH CURRENT STANDARDS PER 2. W20-1 dJ G2D-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE BUSINESS AND PROFESSIONS CODE SECTION SPEED LIMIT OF THE CROSS STREET. 6703. 3. CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA. I UNDERSTAND THAT CITY REVIEW DOES NOT PHASE 01 RELIEVE ME OF RESPONSIBILITY FOR THIS PROJECT DESIGN. rncrwccu or �,ucn is nc.�onin� acnt: ,a.�� ��� ancu nv DESCRIPTION: BY: DATE TRAFFIC CONTROL PLAN PHASE 1 ADJUSTED RUNNING LINE INTO THE STREET KB 5-3-» UJWT 14P CONTMUNTICATIONS. Inc 0 RE ADDRESS T 0 2 BAYSIDE DR & MARINE AVE 13341 Temescsl CANYON RD. CALL 811N NAC E 3910 STANFORD DROFFI , Cs BzeasPROJECT NAME, NEWPORT RING 2 DRAWN BY- KR ——— OCEANSIDE,CA92056oPPICI D61-672-1200 CALLATLEASTTWODAYS TOTAL SHEETS ESIGN GROU (760) 845 5049 BEFORE YOU rnG — UNDERGROUND SERVICE ALERT T05 TICKET s T.B. PAGE: BB9-C7 JAMBORI (35 MI BAYSIDE DR (35 MPH) NOTES: 1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES. 2. W20-1 do G20-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE SPEED LIMIT OF THE CROSS STREET. 3. CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA. BAYSIDE DR (35 MPH) I HEREBY DECLARE THAT I AM THE ENGINEER AND HAVE REVIEWED THIS PROJECT AND IS CONSISTENT WITH CURRENT STANDARDS PER BUSINESS AND PROFESSIONS CODE SECTION 6703. I UNDERSTAND THAT CITY REVIEW DOES NOT RELIEVE ME OF RESPONSIBILITY FOR THIS PROJECT DESIGN. A PHASE 02 PREPARED BY: CLIENT: REVISIONS SEAL SHEET TITLE SHEET NO DKww ol�calaraN: er: DATE. TRAFFIC CONTROL PLAN PHASE 2 I '9 ADJUSTED RUNNING UNE INTO THE STREET KB 5-3-17 IIP CONlWTN'ICA770NS. Inc. SITE ADDRESS BAYSIDE DR & MARINE AVE T 0 3 = y 13341 Temeual CANYON RD. CALLV811 3910 STANFORD DR CO7.. CA 92853 NEWPORT RING 2 DRAWN, BY, KB N N E OCEANSIDE, CA 92056 �v OFFIM 951-572-1200 CALL AT LEAST TWO DAYS — — — TOTAL SHEETS ESIGN GROU (760) 845 5049 RPO ' BEFORE YOU DIG — — 17 UNDERGROUND SERVICE ALERT T05 TICKET T.B. PAGE: B89—C7 JAMI (3 BAYSIDE DR (35 MPH) BAYSIDE DR (35 MPH) NOTES: 1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES. I HEREBY DECLARE THAT I AM THE ENGINEER w' AND HAVE REVIEWED THIS PROJECT AND IS 'v 2. W20-1 do G20-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE CONSISTENT WITH CURRENT STANDARDS PER SPEED LIMIT OF THE CROSS STREET. BUSINESS AND PROFESSIONS CODE SECTION 6703. 3. CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA. 1 UNDERSTAND THAT CRY REVIEW DOES NOT PHASE 03 RELIEVE ME OF RESPONSIBILITY FOR THIS PROJECT DESIGN. PREPARED BY: CLIENT: REVISIONS SEAL HEFT TITLE SHEET NO DKww Dr�cRIPr1oN: BY- DATE' SEAL - CONTROL PLAN PHASE 3 U I q ADJUSTED RUNNING LINE INTO THE STREET KB 5-3-17 I IP CONIMUNTICAnONS. Inc. SITE ADDRESS T 0 4 C 13;iu SenwcaJ CANYON RD. CALL 611 BAYSIDE DR & MARINE AVE 3910 STANFORD DR Corona. Cw 92887 PROJECT NAME: NEWPORT RING 2 DRAWN BY, KB NNAC E OCEANSIDE,CA92056 oymm 951-572-1200 CALL AT LEASTTWO DAYS - - - TOTAL SHEETS ESIGN GROU (760) 845 5049 Jowpov` 17 BEFORE rou DIG - - UNDERGROUND SERVICE ALERT T05 TICKET S IT.B. PAGE: BBB-C7 C21F2 PROMONTORY DR E \ BAYSIDE DR (PRIVATE) \ \ (40 MPH) \ t40-1 250' W?D-5(R) \ \ \ \ \ \ BAYSIDE DR \ \ � (35 MPH> 250' \ \ \ � \ \tI4-2(R) \ \ BAYSIDE DR \ \ \ (35 MPH) 250' 15 �► \ rnlN-tv \ \ v',` \ AFJ= BOA@D � \ r 2i Zn NOTES: 1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES. 2. W20-1 h G2D-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE SPEED LIMIT OF THE CROSS STREET. 3. CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA. ,' MERGING TAPER BAYSIDE DR (35 MPH) L � JAMBOREE RD G2D-2 (35 MPH) \ � J \ 2 \ 40 J tQD 1 \ � \ \ 250' Cl �� \ 250' OISZat OPOSED BORE PIT /4 ""+w - '' •• MANHOLE SEE NOTE 1 is mosex O f sxw 1 �► 1fl NOTE 3 PROPOSED BORE ROUTE Rib SEE NOTE 1 PROPOSED BORE PR J3 a POT HOLES /4, /5 21f 100' I HEREBY DECLARE THAT I AM THE ENGINEER CID-2 AND HAVE REVIEWED THIS PROJECT AND IS CONSISTENT WITH CURRENT STANDARDS PER BUSINESS AND PROFESSIONS CODE SECTION 6703. I UNDERSTAND THAT CITY REVIEW DOES NOT MARINE AV E RELIEVE ME OF RESPONSIBILITY FOR THIS C25 MPH) PROJECT DESIGN. B35S2 ' Op G2D-2 N PHASE 04 PREPARED BY: CLIENT: REVISIONS SEAL HEFT TITLE SHEET NO � DKwm DESCRIPTION: REVISIONS DATE TRAFFIC CONTROL PLAN PHASE 4 'q ADJUSTED RUNNING LINE INTO THE STREET KB 5-3-17 I FP COA'IMIJNTICAnONS. Inc. SITE ADDRESS T 0 5 uo'-�,Olnl 13341 Temewal CANYON RD. CALL 811 BAYSIDE DR &MARINE AVE3910 STANFORD DRCorona. CA 02mN NAC E °61-57z- - - - TOTAL SHEETS OCEANSIDE, CA 92056 CALL AT L T two DArs7-17 ESIGN GROU (760) 845-5049 BEFORE YOU DIc - UNDERGROUNO SERVICE ALERT T05 TICKET 4 T.B. PAGE: BB9-C7 3/28/Zbl7. City of Newport Beach Page 2 of 24 4:30:30PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 03/29/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW 5 :'Pi Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. Item: 10220 PRE JOB - UTILP Requested Time: 3/29/2017 12:00:OOAM Requestor: NBIVR 2-3 q 7604030293 Entered By: NBIVR -v-?� Comments: AM Assigned to: Inspector: -� Date: Z l Time: 8 3 AM PM Comments: e!�10 & sfic-7r�> LoC1 /Lzy--y - s 3 HX- --, - �' --� 1r� . 1 � "r A rfe ( �,� . (,P /4 / / V\,o L x /7//-7) / S C- C F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc m-c,4 5 r ', e i-b96-- 6 i�: &vim j'!ZrF REPT131 Run Id: 4018 3/36i2017 City of Newport Beach Page 2 of 20 ,'. s:3a:a7Ann INSP150 - Daily Inspection Request Report Requested Inspection Date: 03/30/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. _ _— Item: 10200 PRE JOB - PW Requested Time: 3/30/2017 12:00:OOAM Requestor: NBA 95161 Entered By: NBIVR Comments: AM Assigned to: Inspector: Date: / 7 Time: Comments: 9G 0 J W- F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\Inspectorsheet doc 17 REPT131 Run Id: 4018 6m2017 City of Newport Beach Page 5 of 12 4:30:60PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 06/08/2017 Inspection Type : ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH APPLICANT Description Requested Time: Phone : PINNACLLE DESIGN GROUP Phone : 760-845-5049 Bore approximately 850 LF of telecommuoications conduit for Wilcon and pothole existing utilites orijEjayside unve west of Marine Ave Pavement and sidewalk restoration per Citv Stan ar s. Entered By: WEBUSF CommeriC AM -Please call me today with a Assigned to: Inspector: Requestor: rvL_uv..Pu% 951-616-0981 Date: 1 Time: '�7%30 A ` M Comments: 1'1�f-; �✓�y- �,¢/�. Al l- `_ X+W Q IA LE ? Z �% S IVO 776,E �tJ dO 146CAAG - -- Logged eie F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131 Run Id: 4018 6/19t2017 City of Newport Beach Page 4 of 6 _6:34:53AM INSP150 - Daily Inspection Request Report Requested Inspection Date : 06/19/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW AIPID h*m@na&m: Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per City Standards. Item: 10000 EXCAVATION & PIPE INSTALL-UTIL Requested Time: 6/19/2017 12:00:OOAM Requestor: WEBUSER 760-684-2520 Entered By: WEBUSER Comments: ANY -Foreman- Matthew Bacca y<ZAA) 2E /`? oq /U Assigned to Inspector: zz:zVz�zzzzz Date: i0 I 1 I -7 Time: 11 � Z PM nt4 J Comments: l ai� b ; i r4- - S �-T"' C �t P 7`f ef�< t� �'Jo/--c> ✓�i� {0o C 0 L 1 f) &-4�lu 6� Logged eae F \Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InSoectorSheet doc 6/19/2017 City of Newport Beach Page 6 of 14 4:30:47PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 06/20/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. Item: 10050 EXCAVATION- PW Requested Time: 6/20/2017 12:00:OOAM Requestor: WEBUSER 760-867-8689 Entered By: WEBUSER 2- Comments: ANY -Ryan Carmona Assigned to: zzzzzzz7z Inspector: Date: /-Z-O)1'7 Time: 30 M M Comments: !�� ViK 722Q , J rt-2 6nZ-e 0A,1 A z -c,/ 51 OG D4 , 4 �/,--✓ 771� - �✓ / L C- S 77r1r- T- 4 NL ,!;fX I V,-e -� F:\Users\PB\MShared\ENCROACH\MASTERS\FORMS\InsoectorSheet doc REPT131 Run Id: 4018 6/20/2017 City of Newport Beach Page 8 of 14 4:30:44PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 06/21/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity: N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. Item: 10050 EXCAVATION- PW Requested Time: 6/21/2017 12:00:OOAM Requestor: WEBUSER 760-867-8689 Entered By: WEBUSER Fx Comments: ANY- Assigned to: 7777777zzzz* Inspector: -,-i Date: (0 2-1 It I Time: q AM PM Comments: %f LU 6A-(- 60i1 Jfrr iG 4 t3y.2G vvoAw 0ti -4 *ye— f0 Off- l A-W ,7 S%ifX-4- Al ti C O.< r 4 1" o iv /;.g -S! o -,-- -"� .4 "e- gro 0V1-`1 k�ra A-�!Lri>ti ". 11 Lc, 15Iff7 Cr I Refile F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131 Run Id: 4018 g/21/2017 City of Newport Beach Page 4 of 8 4:30:22PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 06/22/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. Item: 10050 EXCAVATION- PW Requested Time: 6/22/2017 12:00:OOAM Requestor: WEBUSER 760-867-8689 Entered By: WEBUSER Comments: ANY - Assigned to: 77777777777 ° Inspector: 2c, Comments: ( fur dA Date: 6 22 Time: AM PM F:\Users\PB W\Shared\ENCROACH\MASTERS\FORMS\I nsoectorSheet.doc REPT131 Run Id: 4018 .6/22/2017 City of Newport Beach Page 7 of 8 4:31:02PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 06/23/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity : N2017-0091 SubType: Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. Item: 10050 EXCAVATION- PW Requested Time: 6/23/2017 12:00:OOAM Entered By: WEBUSER Comments: ANY - Assigned to: 777777777ZZ' Inspector: ��„� 6--► Date Comments: Requestor: WEBUSER 760-867-8689 4:n, Time: M PM �J tAA./ Coot 44Auv-, :6 sue- !tv T c, o, 3� � F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131 Run Id: 4018 6/202017 City of Newport Beach Page 9 of 14 '..6:34:13AM INSP160 - Daily Inspection Request Report • Requested Inspection Date : 06/26/2017 Inspection Type: ENCROACH Inspection Area : PW Site Address : 1 PUBLIC ROW A/P/D Information: Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per City Standards. Requested Inspection(s) Item: 10000 EXCAVATION & PIPE INSTALL-UTIL Requested Time: 6/26/2017 12:00.00AM Requestor: WEBUSER 760-867-8689 Entered By: WEBUSER Comments: ANY - Assigned to : zzzzzzzzzzz* 6/26/2017 City of Newport Beach Page 7 of 11 4:30:04PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 06/27/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. Item: 10000 EXCAVATION & PIPE INSTALL-UTIL Requested Time: 6/27/2017 12:00:OOAM Requestor: WEBUSER 760-867-8689 Entered By: WEBUSER Comments: ANY - Assigned to: 77777777777* Inspector: �r,,— 6-7 Date: 61Z-71261 % Time: AM PM Comments: �d owt i F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131 Run Id: 4018 THIS IS NOT A TICKET NO CONTROL . NUMBER k1 RIVERSIDE -612Q 20thST , 82 MORENO VALLEY -12890 DAY ST S3 REDLANDS - 8353 ALABAMA ST #r4 FONTANA - 13792 SLOVER AVE 45 , POMONA - 2470 POMONA BLVD k6 HEMET SAN JACINTO - 1675 STATE ST F7 BEAUMONT - 452 W LUIS ESTRADA RD 88 SUN CITY - 27050 WATSON RD N9 ARROWHEAD - 29750 HWY 18 #10 SANTA HE SPRINGS - 12311 GREENSTONE AVE *11 CABAZON - 13990 APACHE TRAIL #12 SAN BERNARDINO - 1955 W 9TH ST PLANT DATE ROBERTSON'S Phone 800/834-7557 San Diego 800/870-1220 wvvw rrmca com OPEN 7 DAYS N13 IRWINDALE - 13631 LIVE OAK LANE N14 PASADENA - 1420 N LINCOLN AVE #15 VERNON-LOS ANGELES - 3365 E 26TH ST #r16 ANAHEIM - 201 E COMMERCIAL ST N17 SANTA ANA - 310 N TOWNSEND ST N18 LAKE FOREST - 25931 TOWN CENTRE DR #19 ADELANTO - 12203 VIOLET RD *20 SAN CLEMENTE - 116 RINCON CT #21 IRVINE - 16081 CONSTRUCTION CA WEST S22 NO HOLLYWOOD - 13132 RAYMER ST CUSTOMER NO SOLD TO N23 PARAMOUNT -7277E ROSECRANS AVE M24 RIALTO -2601 N ALDER AVE *25 GARDENA-301 W ROSECRANS AVE #26 THOUSAND PALMS - 72460 VARNER RD #r27 MURRIETA - 26190 ADAMS AVE N28 OTAY MESA - 7961 AIRWAY RD N29 EL CAJON - 215 CYPRESS LN #N30 CORONA - 1540 SHERBORN ST #31 HESPERIA - 9661 C AVE #t32 UPLAND - 1975 N BENSON ♦33 MIRAMAR - 5692 EASTGATE DR N34 LUCERNE - 36555 HWY 18 #r35 BIG BEAR LAKE - 42025 GARSTIN DR M36 ESCONDIDO - 1310 SIMPSON WAY N37 INDIO - 88110 FARGO CANYON RD M38 RIDGECREST-21571NYOKERN RD #r39 PALMDALE - 37790 75TH ST EAST #40 ARTESIA - 13949 E STAGE ROAD MAP PAGE M41 MOJAVE - 140 E HWY 58 N42 VICTORVILLE - 16952 N D ST #43 BAKER - 56500 BAKER BLVD #44 FT IRWIN - 58825 FORT IRWIN RD #45 BARSTOW - 2700 E MAIN ST #46 CAL -CITY - 7900 MOSS AVE #47 PORT OF LONG BEACH, 1602 W PIER D ST N48 EL CENTRO, 1051 N P ST TICKET NO TX CD DELIVERY ADDRESS & INSTRUCTIONS CUSTOMER PO 1 JOB OR LOT 8 ORDER NO METER READING TIME TYPED TRUCK LIC NO LOAD NO SLUMP TRUCK DRIVER DRUM TO JOB REVS Job -site Cylinder Test ❑ Yes TIME ON JOB MIN CHECK Jf ON JOB Water added on Job at STAND BY MIN CHECK ❑ Customer's request AMOUNT BY START POUR gals to Full Ld RATE OF X $ PER MIN CASH ❑ AMOUNT BY FINISH POUR gals to 2/3 Ld $ PLANT MGR SIG gals to 1/3 Ld OVERTIME CHARGE LEAVE JOB 4 min per yd unloading time allowed ADJ Meter Additional unloading time charged at current hourly truck rate ARRIVE PLANT Additional water added to this concrete will reduce its strength Any water added exceeding the design water is at customer's own risk Signature certifying under penalty of perjury that the Information contained in this written time record is true and correct. !P 0 Eli SIGNATURE TERMS AND CONDITIONS OF SALE Customer agrees that the described material has been chosen solely by Customer without Robertson s direction or review of any plans or specifications relatln to the prolect(s) where the material is to be used Customer further agrees that it shall be solely responsible for the delivery location, and discharge placement of material on the lob site Including the on -site direction of Robertson's vehicles ter the designated location Customer s review and approval the described material shall be evidenced by Customer s signature and'or placement of the described material on the lob site in consideration of the above Customer releases and agrees to defend indemnify and hold Robertson's and its employees and agents harmless from any and all losses damages liabilities costs and claims asserted by Customer or any third party arising from (i) matenal being inappropriate incompatible, improper or inconsistent with plans and specifications or with the ground soils or conditions on the land where the material is utilized, and (u) the movement o1 obertson s vehicles upon or about the delivery location Solely to the extent Customer tails to timely pa for the described materials, in the event Robertson's retains the services of an attorney Customer agrees to pay such reasonable attorney s fees incurred by Robertson's in furtherance of such collection efforts Robertson's and Customer disclaim attorney's fees arising from any other context Customer agrees to pay a time price differential of 1 - °, per month on any amounts owed to Robertson s for more than thirty (30) days Color Disclaimer Due to irregularities and/or inconsistency of materials Robertson s is not responsible for the results of any concrete where the coloring agent has been added at the request of the customer either at our plant or on the lob site LID CITY CUM CITY ORD CITY PROD CODE MIX AND COMMODITY UOM UNIT PR AMT WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, TAX measured or counted by a weighmaster, whose signature is on this certificate, who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and PREVIOUS Professions Code administered by the Division of Measurement Standards of the BALANCE California Department of Food and Agriculture ROBERTSON'S SUB WEIGHMASTER TOTAL STAND BY BY DEPUTY CHARGE UOM CONVERSION CY_YARDS3 Y=POUNDS GL=GALLONS FO=OUNCES CU=METERS3 KG -KILOGRAM L=LITERS ML=MILLILITERS CONCRETE DELIVERY TICKET TOTAL PO BOX 3600 CORONA, CA 92878-3600 AGREED TO AND RECEIVED BY CUSTOMER THIS IS NOT A TICKET NO CONTROL NUMBER l RIVERSIDE - 6120 20th ST *2 MORENO VALLEY - 12890 JAY ST *3 •REDLANDS - 8353 ALABAMA ST *4 FONTANA - 13792 SLOVER AVE *5 POMONA - 2470 POMONA BLVD *6 HEMET SAN JACINTO - 1675 STATE ST *7 BEAUMONT - 452 W LUIS ESTRADA RD *8 SUN CITY - 27050 WATSON RD *9 ARROWHEAD - 29750 HWY 18 *10 SANTA FE SPRINGS -12311 GREENSTONE AVE *11 CABAZON - 13990 APACHE TRAIL *12 SAN BERNARDINO - 1955 W 9TH ST PLANT DATE ROBERTSiON'S Phone 800/834-7557 San D"go 800/9-70-1220 www rrmca com OPEN 7 DAYS *13 IRWINDALE - 13631 LIVE OAK LANE *14 PASADENA - 1420 N LINCOLN AVE *15 VERNON-LDS ANGELES - 3365 E 26TH ST *16 ANAHEIM - 201 E COMMERCIAL ST *17 SANTA ANA-310N TOWNSEND ST *18 LAKE FOREST - 25931 TOWN CENTRE DR *19 ADELANTO - 12203 VIOLET RD *20 SAN CLEMENTE - 116 RINCON CT *21 IRVINE - 16081 CONSTRUCTION CIR WEST *22 NO HOLLYWOOD - 13132 RAYMER ST CUSTOMER NO SOLD TO *23 PARAMOUNT - 7277 E ROSECRANS AVE *24 RIALTO - 2601 N ALDER AVE *25 GARDENA-301 W ROSECRANS AVE *26 THOUSAND PALMS - 72460 VARNER RD #r27 MURRIETA - 26190 ADAMS AVE *28 OTAY MESA - 7961 AIRWAY RD *29 EL CAJON - 215 CYPRESS LN *30 CORONA -1540 SHERBORN ST *31 HESPERIA - 9661 CAVE *32 UPLAND -1975 N BENSON *33 MIRAMAR - 5692 EASTGATE DR *34 LUCERNE - 36555 HWY 18 *35 BIG BEAR LAKE - 42025 GARSTIN DR *36 ESCONDIDO - 1310 SIMPSON WAY *37 INDIO - 88110 FARGO CANYON RD *38 RIDGECREST-21571NYOKERN RD *39 PALMDALE - 37790 75TH ST EAST *40 ARTESIA - 13949 E STAGE ROAD MAP PAGE #r41 MOJAVE - 140 E HWY 58 *42 VICTORVILLE - 16952 N D ST #r43 BAKER - 56500 BAKER BLVD *44 FT IRWIN - 58825 FORT IRWIN RD *45 BARSTOW - 2700 E MAIN ST *46 CAL -CITY - 7900 MOSS AVE *47 PORT OF LONG BEACH, 1602 W PIER D ST *48 EL CENTRO 1051 N PST TICKET NO TX CD DELIVERY ADDRESS & INSTRUCTIONS CUSTOMER PO i JOB OR LOT S ORDER NO METER READING TIME TYPED TRUCK LIC NO LOAD NO SLUMP TRUCK DRIVER DRUM TO JOB REVS Job -site Cylinder Test ❑ Yes TIME ON JOB MIN CHECK # ON JOB Water added on job at STAND BY MIN CHECK ❑ Customer's request AMOUNT BY START POUR gals to Full Ld RATE OF X $ PER MIN CASH ❑ AMOUNT BY FINISH POUR gals to 2/3 Ld $ PLANT MGR SIG gals to 1/3 Ld OVERTIME CHARGE LEAVE JOB 4 min per yd unloading time allowed ADJ Meter Additional unloading time charged at current hourly truck rate ARRIVE PLANT Additional water added to this concrete will reduce its strength Any water added exceeding the design water is at customer's awn risk Signature certifying under penalty of perjury that the Information contained in this written time record is true and correct. r EMPJM SIGNATURE TERMS AND CONDITIONS OF SALE Customer agrees that the described material has been chosen solely by Customer without Robertson s direction or review of any plans or specifications relating to the pro ect(s) where the material is to be used Customer further agrees that it shall be solely responsible for the delivery location and discharge placement of material on the job site including the on -site direction of f�obertson s vehicles to the designated location Customer s review and approval the described material shall be evidenced by Customer s signature and or placement of the described material on the job site In consideration of the above Customer A 0 r releases and agrees to defend indemnify and hold Robertson's and its employees and agents harmless from any and all losses damages liabilities costs and claims asserted by Customer brainy third party arising from l material being inappropriate incompatible improper or inconsistent with plans and specficat,ons or with the ground soils or conditions on the land where the material is utilized and (u) the movement of Robertson s vehicles upon or about the delivery location Solely to the extent Customer fads to timely pa for the described materials in the event Robertson's retains the services of an attorney, Customer agrees to pay such reasonable attorneys fees incurred by Robertson s In furtherance of such collection efforts Robertson's and Customer disclaim attorneys fees arising from any other context Customer agrees to pay a time Price oifferentlal of 1 - °o per month on any amounts owed to Robertson s for more than thirty (30) days Color Disclaimer Due to irregularities and or inconsistency of materials Robertson s is not responsible or the results of any concrete where the coloring agent has been added at the request of the customer, either at our plant or on the job site LD OTY CUM CITY ORD CITY PROD CODE MIX AND COMMODITY UOM UNIT PR AMT I WEIGHMASTER CERTIFICATE I THIS IS TO CERTIFY that the following described commodity was weighed TAX measurea or counted by a weighmaster whose signature is on this certificate who is a recognized authority of accuracy as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and PREVIOUS Professions Code administered by the Division of Measurement Standards of the BALANCE California Department of Food and Agriculture ROBERTSON'S SUB WEIGHMASTER TOTAL STAND BY B� DEPUTY CHARGE UOM CONVERSION CY=YARDS3 x=POUNDS GL=GALLONS FO=OUNCES CU=METERS3 KG=KILOGRAM L=LITERS ML=MILLILITERS Im CONCRETE DELIVERY TICKET TOTAL AGREED TO AND RECEIVED BY CUSTOMER PO BOX 3600 CORONA, CA 92878-3600 Vulcan Materials Company CalMat Co. SANTA ANA HMA 1401 E WARNER AVENUE Shipping Location SANTA ANA, CA 92705 714-546-0622 Danger Read important health information on reverse. Peligro Lease la informacion importante para la salud en el reverso. RECEIVED BY WEIGHMASTER EDUARDO QUINONEZ X DATE T11,1E PLANT TICKET NO 7/27/2017 9:OOAM 4948-221 SANTA ANA HMA 19004033 I WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate, who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. We make deliveries inside the curb line at the customer s risk only and accept no responsibility whatsoever for damage resulting from such deliveries LIMITED WARRANTY AND WARRANTY DISCLAIMER: Seller warrants for a period of one (I) year from date of delivery only that the material sold hereunder substantially comyylles with Seller's specification for said material or the specifications set forth In Seller's yuotatlon SELLER HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE AND AlL OTHER WARRANTIES EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In addition, except to the extent otherwise set forth In the specification described above, Seller makes no warranty whatsoever with respect to speahc gravity, absorption, whether the material Is innocuous, non -deleterious or non -reactive or whether the material Ism conformance with ant plans other speahmtlons re ulahons ordinances statutes, or other standards applicable to customer's ob or to said material as used by customer, SELLER SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGE CAUSED BY NON-(dMPLIANCE bF THE MATERIAL WITH SPECIFICATION OR FOR ANY D ECTS IN THE MATERIALS SOLD HEREUNDER ALL SALES AND DELIVERS MADE SUBJECT TO SELLER'S GENERAL TERMS AND CONDITIONS AS EVIDENCED BY SIGNATURE, OR DEPARTURE FROM SELLER'S FACILITY, CARRIER ACKNOWLEDGES THAT CARRIER IS SOLELY RESPONSIBLE FOR THE ACCURACY OF THIS VEHICLE'S TARE WEIGHT, AXLE WEIGHTS AND GROSS WEIGHT CARRIER SHALL BE RESPONSIBLE FOR NOTIFYING SELLER WHEN ANY TRUCK OR TRAILER HAS BEEN OVERLOADED SO AS TO RENDER IT OUT OF COMPLIANCE WITH ANY APPLICABLE WEIGHT LIMITS TO THE MAXIMUM EXTENT ALLOWED BY LAW CARRIER SHALL INDEMNIFY SELLER FOR ANY LOSS CAUSED BY OVERLOADING TRUCK TARE AND GROSS WEIGHTS ARE DETERMINED WITH THE DRIVER IN THE VEHICLE. CUSTOMER: 219012 CK#: GLOBAL CONDUCTOR COI CUSTOMER PURCHASE ORDER: EUCLID GOVT CONTRACT: ORDER: FOB SANTA ANA' ZONE/MILES: 117283 FOB SAI 4TA ANA DESTINATION. FOB SANTA ANA EUCLIDKAT FOB EUCLID/KATELLA ANAHEIM PICKED UP OR DELIVERED: PICKED UP PRODUCT: 200805 203 3133 PG64-10 COMMENTS: TRUCK NO.: GLOB LICENSE: 35839X1 39X1 TRAILER 1 ID: TRAILER 2 ID: CARRIER: W089 VEHICLE TYPE: CUSTOMER PICKED UP CUST-UNCL TARE DATE: 07/25/2017 TARE EXPIRES: 08/02/2017 GROSS LBS 39,140 TARE LBS (scale 0) 23,100 NET LBS 16,040 • LOADS TODAY FREIGHT TYPE A AXLES 0 1 GROSS LGL VVT 52,500 8.02 GROSS kg TAREkg NET kg NET Mg 78.0�2� ARRIVE JOB TART UNLOAD FINISH UNLOAD CASH SALE ONLY MATERIAL HAUL 7 JOB TIME DELAY TIME PER TON the, TOTAL Tax d-..a-a .r.v, ,.I.= .RE?0Pr\.N:'"E15F]_HLETI EP Fa STANDING/ HAUL TIME APPROVAL VMC-1850-02C-1 Rev 08115 'P.T • 7/26/2017 City of Newport Beach Page 8 of 9 4:31:16PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 07/27/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per City Standards. Item: �D� Z v Pam' �'�[ , Requested Time: 7/27/2017 12:00:OOAM Requestor: WEBUSER Entered By: WEBUSER Comments: ANY- 760-261-2268 Cc rr 15,-`1(0-octet Assigned to Inspector: �� Date: Z b-7Time: `1 �� M M Comments: 4 wt I 2 o k- D �.,t-�csv � t�D E .�-,v►� / ems✓ 3 s� f� S 7-� ��O — (.- T �t.,4TL�4 Go [.d�a-E1� Go�✓��c.,��' . �iV � %r -,,,Afl- r-/ i-e� rn tcv-57 -L Refi[e F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131 Run Id: 4018 �7/28/20W + City of Newport Beach Page 7 of 7 -/:13:44AM INSP150 - Daily Inspection Request Report Requested Inspection Date : 07/28/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW AMV InrFmtnad m Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per City Standards. Requssisd Inspectiorys) /&0 24) Item: P t �.�-v Requested Time: 7/28/2017 12:00:OOAM Requestor: WEBUSER 760-261-2268 Entered By: WEBUSER Comments: ANY - Assigned to: 77777777777* Inspector: Comments: Date: -7 Time: 1i ' -(AMDM t--> f ) OM '' 'M Ar -S tnl(�12 iG 0 ti F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc 0 REPT131 Run Id: 4018 8/2/2017 City of Newport Beach Page 4 of 5 4:30:15PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 08/03/2017 Inspection Type : ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity : N2017-0091 SubType: Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per Citv Standards. Item: 10110 CONCRETE PUBLIC WORKS Requested Time: 8/3/2017 12:00:OOAM Requestor: WEBUSER 760-261-2268 Entered By: WEBUSER Comments: ANY - Assigned to: 7777777777Z* Inspector: J� Date: g �� Time: 3 AM,)PM A-G Comments: rPA15D '` Gc4IND �4 F:\UserskPBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131 Run Id: 4018 1/3/2022 City of Newport Beach Page 11 of 21 4:30:32PM INSP150 - Daily Inspection Request Report Requested Inspection Date : 01/04/2022 Inspection Type: ENCROACH Inspection Area : PW Site Address • 1 PUBLIC ROW AIPID Information: Activity : N2017-0091 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: PINNACLLE DESIGN GROUP Phone : 760-845-5049 Description : Bore approximately 850 LF of telecommunications conduit for Wilcon and pothole existing utilites on Bayside Drive west of Marine Avenue. Pavement and sidewalk restoration per City Standards. Requested Inspection(s) Item: 10250 FINAL - PW Requested Time: 1/4/2022 12:00:OOAM Requestor: WEBUSER Entered By: WEBUSER Comments: 'ANY -'CAM • Assigned to : zzzzzzzzzzz* WV05,;0 JV6940& "01" 4005 rNr`� or &07/erov