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Home My WebLink AboutN2017-0531,� City of Newport Beach 100 Civic Center Drive, Newport Beach, CA 92660 N 2 0 1 7 0 5 3 1 _ Permit Counter Phone (949)644-3311 c Online Inspection Request - www.newportbeachca.gov / Online �. Services IY Permit No: N2017-0531 Project No Inspection Requests Phone (949)644-3255 Job Address: 1 PUBLIC ROW NB Thomas:Guide: Description : Install 2 driveways approaches (W=24') per City Standard #160-L-A and 2 driveways composed of decomposed granite for access to transmission electrical poles on South Bristol Street between Bayview Place and Jamboree Road. Parcel # Legal Desc : Owner: CITY OF NEWPORT BEACH Contractor : CUNNINGHAM-DAVIS CORP Phone: Phone: 909-795-5090 Address : Address : P 0 BOX 729 Applicant: SOUTHERN CALIFORNIA EDISON Phone : 951-928-8255 [ Address : 26100 MENIFEE ROAD ROMOLAND, CA 92585 Special Cond.: Pre -job inspection required. Permit Processing Fee : $241.00 Sewer Connection : $0.00 Agreement Fee : $0.00 4TT Box Cover: $0.00 Traffic control Plan Check : $130.00 Total Water Meters : $0.00 Inspection Fee : $1,320.00 Water Meter Connection : $0.00 Refundable Deposit: $0.00 Total Water Meter Box : $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date : / Utilities Approval : Date: / Traffic Approval : Date: / General Services Approval : Date : / CALIMESA CA Contractor State Lic: 242086 License Expire : 10 31, 2017 Business License: BT30051327 Business Expire : 06 30, 2018 Workers' Compensation Insurance - - Carrier : ARCH INSURANCE COMPANY Policy No : ZAWC19414800 W. C. Expire: 04 01, 2018 Total Fee Paid : Balance Receipt No: $1,691.00 $0.00 $1,691.00 —'D2310L / Other Department : Date / Permit Denied Date / Issued Permit :l) Date a) ��)� FEE WORKSHEET FOR ENCROACHMENT_ PERMt r CITY OF N ORT � ,p z PUBLIC WORKS DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: PERMIT NUMBER: APPLICANT: E6;-S Permit Processing Fee: Public Works Only Other Department Agreement Fee: Preparation of Report/Agreement Document Recordation Fee Monitoring Wells Q Inspection Fee: $241.00 Public Works Field Inspection $275.00 Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection $817.00 $192.00 Refundable Deposit: $502.00 Improvements Q $165.00 S $121.00 $165.00 $108.00 TBD TBD Street/Alley/Walk Closure: $65.00Newspaper 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 4TT Box & Cover $64.00 Additional _ 1 THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division 1 1 REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: 1 Qty. Q (Water Meter: Installation Charge $528.00 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 11 1 /2" Turbine Meter $700.00 2: Meter: 27.00 + 61.25 $88.25 12" Meter $425.00 '2„ Turbine Meter $845.00 For Traffic & Alley Areas (Box + Cover = Cost) 3 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 6" Meter $7,190.00 MISCELLANEOUS FEES Qty. 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 hrly over 4 hrs) $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) •--------------------------------------------------._.._.._-._--_. TBD 1 030-2284 Engineering Tech: Total Amount Due: For Finance use only Permit Special!-.t Receipt No. y $ Z 30 Z f /users/pbw/shared/encroach/masterslep front and back masters/ L Rev. 1/5/2017 epfeesheetxts-revised 1021/2016 2 1 3 1 4 1 5 4pa EXISTING EXISTNG FENCE CURB & ELECTRICAL `tea MEDIAN OVER HEAD \tea E 6069578.27 ROW ROW �a E 6069601.08 I \ \ PP 11475487E Q �1 l f `4pa 6069555.35� . \ ` \ GAS WARNING \ \ C N 2186233.41 1 \ \ 6 9 8.11 •\ 60 �'l/s \ �• EXISTING TREE ELECTRICAL J ` CURB OVER HEAD ` • \ IRRIGATION® 400\ •\� \ LINES . EXISTING \ EXISTING ` ROAD C/L \ \ E.O.P FLOWLl1E CONSTRUCTION NOTES 1Q SAWCUT k REMOVE EXISTING CURB & GUTTER CONSTRUCT FLARED DEPRESSED CURB DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STD-160-L-A. ® REMOVE EXISTING VEGETATION (CLEAR AND GRUB). OVER EXCAVATE & RE -COMPACTION PER SECTION C-C. ® PROTECT N PLACE 1) REMOVE AND RELOCATE TURN LANE SIGN (SEE CONSTRUCTION NOTE 5) m INSTALL RELOCATED TURN LANE SIGN 10' I& DECOMPOSED GRANITE FILL WITH 6' THICKNESS Q TREE REMOVAL ® PROTECT N PUCE EXISTING IRRIGATION LINES. IF REOUIRED. RE-ROUTE IRRIGATION LINES AND CONNECT TO EXISTING LEGEND & ABBREVIATIONS: DECOMPOSED GRANITE O/X OVER EXCAVATION EXISTING GROUND ROW RIGHT Of WAY O/X E.O.P EDGE OF PAVEMENT CA CENTER LIE CONCRETE O.C. OFT CENTER _ ASPHALT PP POWER POLE --+� ELECTRICAL OVERHEAD — — FENCE LINE REBAR EXISTING SOUTHERN CALIFORNIA EDISON POLE —� EXISTING SIGN EXISTING TREE EXISTING GAS WARNING SIGN L/ - CONSTRUCTION NOTE CALLOUT REFTRENCE ORAW# sounoer CAaXOMA CA =2-sue 6 7 8 9 10 11 12 ELECTRICAL ��a` •\ •\ ROW A OVER HEAD >� • \ EXISTING • FENCE EXISTING TREE tea\ CURB & A�RIGATION LANES ® MEDIAN y� E 6069730.03 EXISTING tib y� \ CURB 5� 1- 0. '. ROW \ EXISTING TREE \s, \ FLOWLINE \ \ 4 . E 6069752.80 ` \J\ PP 04503687EQ 2\ c o 20 EX1SnNG J \ 1 E 606970 Feet ROAD ` �\ ' rba CA SCALE. 1' = 10' \ �. yi• ELECTRICAL \ 40a\ ` OVER HEAD \ l�. Jsl \ E 6069729.1 TAIL 2 t � r F-1! Y _ I &1'ra 1 ' RLIQVC Mm IdRKF 4 all [N rsoFUn L Erlira�c .�Mr rrm oa`0t oe JFJA PLAN cm flKmw Fur nT r *TWILV I0717M r r MIN N MU 25 rRP IT an 15 ELEVATION r ae MMrO (rfSi. ill[V4.f � C VArtE3 VAPUlf S1XUAlK AFN r . Ac ApruVC, Ev avF a MAX • TIN it .1 L 6• rWo, rrfcnrM7o Pu SECTION A -A NCTES MEX AVVO 6 E=TDO SIICVA.K• an we w7rm milcur AMD Rfpuw Fu AEMWST Er1SrDG "T VlTVN 5 FEfr KYW Q'fAM 2 SLED W ARCS ANL STf f W.VEVAIS SAMIL FMW A 0002 AK" F MVt a CDCWFe vwf a 5W-C-3m CF7Y OF NETA'PORT BEACH COMMERCIAL DRIVEWAY APPROACH TYPE I WS, '"' D"In`IC40_ STD-160-L-A DETAIL A 6' DECOMPOSED GRANITE COMPACTED TO MN 90L RELATIVE COMPACTION PER ASTM D1557. 2'X 6' REDWOOD 2'X 6' REDWOOD HEADER HEADER 3- 100 GALVANIZED NAILS 3- 100//\\/\� GALVANIZED NAILS EXISTING GROUND G 2X4X18r LONG MIN. REDWOOD STAKES 0 4'-0' O C. ` f� 2X4X1B' LONG MIN. REDWOOD STAKES 0 4'-0" O.C. MIN 90!< RELATIVE LIMIT OF O/X. 8- 0/X OR PER COMPETENT BOTTOM COMPACTION PER ASTM D1557 SECTION C-C ►tTS F FLARED SECTION OF APRON FLARED DEPRESSED CURS MATCH ENSTNG DRIVEWAY APPROACH ' GRANITE SED CURB AND GUTTER 5 4' GRANITE 1D% MAX 22 MAX 15's 0 lY O.C. Y BOTH WAYS MIN. CLEARANCE MIN. CLEARANCE OF Ir OF Ir III 902 RELATIVE LIMIT OF 0/X. 8' O/X OR PER COMPACTION PER ASTM D1557 SECTION D-D COMPETENT BOTTOM KTS H UnOer ounC Service AIM CoW TOIL FREE 95422-4133 1- 800 no raauoc .n KI M nu ow LOCATON: ELLS-BAYSDE 66KV SHEET NO. AS SHOWN SCALE. OF 3 SHTS. c BRISTOL ST DRIVEWAY ACCESS TO PP 1475487E & 4503687E DETAILS 1795229 J CIIB C ® D CO rm/01reMl�F{�7MOMtlLCe�� IP WO SUPv APPROVED ENOR CKb MADE P.E 00yUl LZ)-U Velasco, Julio A. From: Jeannette Rivera <Jeannette.Rivera@sce.com> Sent: Thursday, November 16, 2017 1:51 PM To: Velasco, Julio A. Cc: Almendralo, Rodi; Mark Burton Subject: RE: (External):N2017-0531 - SCCP - Bristol & 73 - Point of Contact Request PROJECT CONTACT LIST: Southern California Edison Project Manager: Jeannette Rivera — 909-202-1890 Construction Manager: Mark Burton — 661-904-5123 CDC's Construction Supervisor: Armando Rodriguez — 909-800-2574 From: Velasco, Julio A. [mailto:JAVelasco@newportbeachca.gov] Sent: Thursday, November 16, 2017 1:40 PM To: Jeannette Rivera <Jeannette.Rivera@sce.com> Cc: Almendralo, Rodi<RAImendralo@newportbeachca.gov>; Velasco, Julio A. <JAVelasco@newportbeachca.gov> Subject: (External):N2017-0531 - SCCP - Bristol & 73 - Point of Contact Request Hello Jeannette, I spoke to Rodi today and I'll be inspecting your driveway approach and DG trail forms on Monday 11/20/17 during the day shift Can you please give me the contact info, name and mobile number, for the person in charge? I know the work will be performed at night, I just want to be able to communicate with someone during the day in case there is an issue Thank you, Julio A Velasco City of Newport Beach Public Works Contract Inspector Mobile: 714 315 4860 Email: iavelasco@newportbeachca.gov -----Original Appointment ----- From: Velasco, Julio A. On Behalf Of Jeannette Rivera Sent: Thursday, November 16, 2017 10:04 AM To: Velasco, Julio A.; Mark Burton; Javier Izaguirre; Almendralo, Rodi; cdcorp (verizon.net) Cc: Michael James Williams Subject: Fwd: SCCP - Bristol & 73; Pre -Con & Constr Kick -Off When: Monday, November 13, 2017 1:00 PM-3:00 PM (UTC-08:00) Pacific Time (US & Canada). Where: Bristol & Jamboree, Newport Beach Inspect Monday and Tuesda} next .veek. Thank you. Julio A. Velasco Cite- of Newport Beach Public Works Contract Inspector Mobile: 714.315.4860 Email: ja\ elasco a newportbeachca.,o\ Begin forwarded message: From: "Jeannette Rivera" <Jeannette.Ri\ era a sce.com> To: "Velasco, Julio A." <JAVelasco a ncwport beachca.aov> Subject: FW: SCCP - Bristol & 73; Pre -Con & Constr Kick -Off Hi Julio, Can you attend this pre -construction meeting. This is for permit N2017-0531 (I have the permit) for the installation of two access driveway approaches and drixeways on South Bristol Street between Bak view Place and Jamboree Road for access to transmission power poles nett to the 73 Freeway. I will be attending the meeting also. I'm hoping this is not a ?-hour meeting. Thanks. Rod] -----Original Appointment ----- From: Jeannette Rivera [mailto:Jeannette.Ri\ era a sce.com] Sent: Thursday, November 02. 2017 4:04 PM To: Jeannette Rivera. Mark Burton: Ja\ ier Izaguirre: Almendralo, Rodi: cdcorp (verizon.net ) Cc: Michael James Williams Subject: SCCP - Bristol & 73. Pre -Con & Constr Kick -Off When: Monda}. November 13. 2017 1:00 PM-3:00 PM (UTC-08:00) Pacific Time (US & Canada). Where: Bristol & Jamboree. Newport Beach z Affinia & AlAnor a COMPRESSIVE STRENGTH TEST DATA IF v IFDate: 475 Goddard, STE 200, Irvine, CA 92618 11le Sample /29/17 Sample No.: 72615 Project Name: MESA/ SCE/ ELLIS- BAYSI DE 66KV BRISTOL ST. DRIVEWAY Project No: 210339002 Jurisdiction: CITY OF NEWPORT BEACH Plan File No.: Permit No.: Project Street Address: BRISTOL STREET & BAYVIEW PLACE, NEWPORT BEACH, CA Structure: DRIVE APPROACH NO. 1 Location: CURB AND GUTTER Concrete Mortar Grout Masonry Prisms Other SUPPLIER AND BATCH DATA Name: GARY BALE Truck No.: 220 Ticket No.: 264724 Admixtures: Mix Design No.: 6B40001.45 FIELD DATA AND QUALITY SPECIFICATIONS (ASTM C31, C1381 C1431 C1721 C2311 C1064) Material Properties Test Result Specified Value Conformance Slump (in.): 3 3.5 f 1.0 Conforms Air Content (%): f Temperature (OF). 70 90 max. Conforms Unit Weight (pcf): Air Temperature (IF): 55 Water Added at Site (Gals.): 0 Time Batched: 21:24 Time Sampled: 22:25 Age of Samples (minutes): 61 Sampled By: MJ from: ✓ Chute, Hose, or at 6.0 yd3 of 10.0 total yd3 Specified Compressive Strength at 28 days (psi): 4,000 The samples are Set No.: 1 of 1 LABORATORY DATA (C39, C1231) Sample No. Tested Maximum Load (lb) Dimensions (in) Diameter Surface Area (in2)Strength CF Compressive (psi) Type of Fracture Cap Type oS=SuIfw Test By Date Age (days) 72615 A 12/6/ 17 7 107,048 6.00 28.27 3,790 2 NP IVA 72615 B 12127117 28 72615 C 12127117 28 72615 D HOLD Ave. 28-day Comp. Strength: psi Curing ✓ Standard Temp High (F°) Date Rec'd Field Low (F°) Defects/Remarks: Data Submitted by: :—r , .. F Date: 12/6/17 Rajindra Handap-ingoda, PE Tested material does does NOT meet the requirements of the approved project documents. The material ✓ was was NOT sampled and tested as required by the approved project documents. 72615 - Strength Data Compressive Strength Data 2013 v 2 1 )Yinya&ffinure Geotechnical d Environmental Sciences Consultants December 13, 2017 Project No. 210339002 Mr. Bradley Hoy Mesa Associates, Inc. 3670 West Temple Avenue, Suite 151 Pomona, California 91768 Subject: Geotechnical Testing Services Bristol Street Access Roads Southern California Edison — Ellis-Bayside 66kV Transmission Line Newport Beach, California References: Ninyo & Moore, 2017, Proposal for Geotechnical Testing Services, Southern California Edison, Ellis-Bayside 66kV Bristol Street Driveway Access, Newport Beach, California, dated November 16. Southern California Edison, 2017, Southern California Edison Access Road Plans for Ellis-Bayside 66kV, Bristol Street, City of Newport Beach, County of Orange, California, issued for construction August 1. Dear Mr. Hoy: In accordance with your request and authorization, we have provided geotechnical testing services during construction of Southern California Edison's (SCE's) Bristol Street Access Roads project for the Ellis-Bayside 66kV transmission line in Newport Beach, California (Figure 1). According to the referenced plans (SCE, 2017), the project generally includes the construction of two driveway approaches along the northwest side of Bristol Street to access existing towers along the transmission line. Each approach consists of a new Portland cement concrete (PCC) driveway that allows access from Bristol Street to a new approximately 26 feet by 30 feet pad covered by a layer of decomposed granite (DG). The project generally included removal of existing landscape and concrete curb/gutter improvements, preparation of subgrade for the driveway and pad, placement of an approximately 6-inch-thick layer of DG on the pad, and construction of the new PCC driveway. Our services were performed under review of SCE and Mesa Associates, and included project coordination and management, observation and field density testing during subgrade preparation and placement of DG, collection of concrete cylinders during driveway construction, laboratory testing of subgrade and DG materials, and laboratory compressive strength testing of the collected cylinders. Our representative was on -site to perform field observation and testing services on November 20, 21, and 26 through 29, 2017. The contractor, Cunningham Davis, removed existing concrete 475 Goddard, Suite 200 Irvine, California 92618 p. 949.753.7070 www.ninyoandmoore.com? curb/gutter and landscape improvements from the site, then excavated existing soils to expose the proposed subgrade. The subgrade was scarified to a depth of approximately 8 inches, moisture - conditioned, and recompacted. Materials exposed on the subgrade surface generally consisted of brown to yellowish brown, silty sand. Following preparation of the subgrade, the contractor placed and compacted approximately 6 inches of DG and constructed the driveway approach. Grading and compaction was performed using a backhoe, gasoline -powered tampers (i.e., whackers), and vibratory plate compactors. FIELD AND LABORATORY TESTING In -place moisture and density tests were taken on the prepared subgrade and compacted DG in general accordance with ASTM International (ASTM) test methods D6938 (Nuclear Gauge method) and D1556 (Sand Cone method). Laboratory maximum dry density tests were performed by our laboratory on collected samples of the subgrade soils in general accordance with ASTM D1557, the results of which are presented in Table 1. The field density test results are summarized in Table 2. The approximate locations of the field density tests are shown on Figure 2. The field density test results were used to evaluate the relative compaction of the materials. Soils that tested below the required relative compaction were removed and/or recompacted. One set of four concrete cylinders was collected during the placement of PCC for the driveway construction. Our laboratory will perform compressive strength testing of the cylinders. The results of the compressive strength tests will be provided separately to SCE and Mesa Associates. CONCLUSIONS Based on our observation and testing services described herein, it is our opinion that the project earthwork was performed in general accordance with the project plans (SCE, 2017). Our observations and density testing indicate that subgrade and DG materials were compacted to a relative compaction of 90 percent or more as evaluated by test methods ASTM D 1557, 1556 and 6938. LIMITATIONS The field and laboratory testing presented in this report have been conducted in general accordance with current practice and the standard of care exercised by geotechnical consultants performing similar tasks in this area. No warranty, expressed or implied, is made regarding the opinions expressed in this report. It is important to note that the precision of field density tests, the maximum dry density tests, and compression tests is not exact and variations should be expected. Ninyo & Moore I Ellis-Bayside 66kV Transmission Line. Newport Beach, California 1210339002 1 December 13. 2017 2 We appreciate the opportunity to be of service on this project. Sincerely, NINYO & MOORE NAl No 2310 % * a CER7V=U:) 2 Errs Greg M. Corson, PG, CEG c Principal Geologist �'j, �=0. VAM/GMC/SG/mlc/sc 4�aF�ss�a J�,\T Attachments: Table 1 — Laboratory Maximum Dry Density Test Results Table 2 — Summary of Field Density Tests Figure 1 — Site Location Figure 2 — Field Density Test Locations Distribution: (1) Addressee (via e-mail) Ninyo & Moore I Ellis-Bayside 66kV Transmission Line. Newport Beach, California 1210339002 1 December 13. 2017 3 1 Brown Silty SAND (SM) 130.0 8.5 Yellowish Brown Silty SAND with Gravel (SM) (Decomposed Granite) 132.5 7.5 Note: pcf — pounds per cubic foot Ninyo & Moore I Ellis-Bayside 66kV Transmission Line, Newport Beach, California 1210339002 1 December 13. 2017 • SUMMARY OF FIELD DENSITY TESTS ino & our a TABLE 2 PROJECT NO. 210339002 TEST OF: DECOMPOSED GRANITE AND SUBGRADE Test No. Date Test of Test Location Elevation ft () Soil Type No. Field Laboratory Relative Compaction (`/0) Specified Relative Compaction N Remarks Moisture Content N Dry D Density (PO Proctor Density (PO Optimum Moisture Content o 1 # 11121117 SG North Approach, DG Pad SG 1 17.1 112.3 130.0 8.5 86 90 Retest on 2 2 # 11/26/17 SG North Approach, DG Pad SG 1 14.0 117.2 130.0 8.5 90 90 Retest of 1 3 # 11/26/17 SG North Approach, Driveway SG 1 11.6 119.2 130.0 8.5 92 90 4 # 11/26/17 SG South Approach, DG Pad SG 1 11.0 116.8 130.0 8.5 90 90 5 * 11/26/17 SG South Approach, Driveway SG 1 10.0 120.2 130.0 8.5 92 90 6 # 11/28/17 CF North Approach, DG Pad FG 2 5.5 119.9 132.5 7.5 90 90 7 * 11/28/17 DG South Approach, DG Pad FG 2 5.7 118.7 132.5 7.5 90 90 Notes: Test No.: (#) - Nuclear Gauge Test Test of: DG - Decomposed Granite; 210339002 F D Ninyo & Moore I Ellis-Bayside 66kV Transmission Line, Newport Beach, California 1210339002 1 December 13, 2017 ,;A �jll�(jl a.tiy 14 J4 C/) 0 m r z 11 T - 0 > 0 z m 0 (f) 0 z I m ]Bloo— z co co z > 0 m — A z 0 C3) r- 0 0) C/) < co m Cl) M X M > -1 C)rno>m z C) C) mC) CD M 0 C:) C/) C)> U) 0 F- T (/) 0 z 0 > z — 0 z 0 -4 5 m U) z ,A _C) C) C) el"ll 4* 4� JI "N 3AV 711H 038 Xl_ j 4 W�yAvt % 0'9 BA Yk 0,I > 13 1 4 ? ; 0,< CORTE-P RTO ISO --is CD eD 0 LA SALUD -4 OAg 0.\ rn ANO s cn VH CO *RMA_N AVE 50 uo 4 '�F aoy(D Joy o > N Ucos,o,�, 80 7S C)_ E1fCTFWAL _ �� •\ OWR WAD E 6%9576.27 ROM 1 �.K an i N 1 IIES WED" ` E 6M730A3 VISTNG am § �` EASNK IN E.O. \ ROW �� 2 � \ 1L11�O90 � fL06EpE f, 4 • 6 � •\ .� -- PP j1g5467E1� � \ ��. E 6aw752ao • ` \ \ _--pp /4503667E0 \ S ��. • \ \ ROAD C E • S\ \ N 21MM41 \\ •\ \ \ \T •\ `� \ \ \ � �J_ . \ EJQSIMIG E .A1 �� \ • ' \ CURB oYM 1�x HEAD 6M6CA11ON N,ums ® \ � ELOKIIE \ E.oa � E 6069729. NORTH APPROACH SOUTH APPROACH LEGEND 6 FIELD DENSITY TEST N FEET NO i) W NSIONS UIRE (:!IONS ANI) I OCA I IONS ARE APPROXIMA I I I ,fir SO,,� ,t iZN CA. r ORN,A i t)ISOIN )01 I ACCI SS ROAD PI ANS f OR i I l IS HYSU66v HRISTOI S1 REf T ;;I TY OF Ni VVPOR f BEACH COUNTY OF ORANGE CA 0 30 60 FIELD DENSITY TEST LOCATIONS ,ynyo�/�oore BRISTOL STREET ACCESS ROADS SOUTHERN CALIFORNIA EDISON - ELLIS-BASIN 66KV TRANSMISSION LINE Geotechnical & Environmental Sciences Consultants NEWPORT BEACH, CALIFORNIA 210339002 1 12/17 11/2Q/2017 City of Newport Beach Pa ge`5 of 15 6:M:48A41 INSP150 - Daily Inspection Request Report Requested Inspection Date : 11/20/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW AiPlI AdnotrMlillw, Activity : N2017-0531 SubType : NEW Status: APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: SOUTHERN CALIFORNIA EDISON Phone : 951-928-8255 Description: Install 2 driveways approaches (W=24') per City Standard #160-L-A and 2 driveways composed of decomposed granite for access to transmission electrical poles on South Bristol Street between Bayview Place and Jamboree Road. Item: 10100 FORMS WITH COMPACTION - PW Requested Time: 11/20/2017 12:00:OOAM Requestor: WEBUSER Entered By: WEBUSER Comments: AM -Armando Rodriquez — 909-800-2574 Assigned to: 77777777777* Inspector: �� l Date: t Time: �Z'. (SrAM M) Comments:TVV17_ t,,0,e_-e r,4-,�_S_>7— F \Users\PBW\Shared\ENCROACH\MASTERS\FORMS\Insg>ectorSheet.doc 11/20/2017 City of Newport Beach Page 3 of 16 4:30:61PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 11/21/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity: N2017-0531 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: SOUTHERN CALIFORNIA EDISON Phone : 951-928-8255 Description : Install 2 driveways approaches (W=24') per City Standard #160-L-A and 2 driveways composed of decomposed granite for access to transmission electrical poles on South Bristol Street between Bavview Place and Jamboree Road. Item: l RKS'Zi Requested Time: 11/21/2017 12:0O:OOAM Requestor: WEBUSER Entered By: WEBUSER Comments: ANY -Armando Rodriquez — 909-800-2574 Assigned to: zzz—zzzzzzz* Inspector: J� Date: i(I'�� I� Time: AM PM Comments:j/f /L t /-` 14 IL\ !2 -S tT-0 4+:�I� C4DAIQ t,Tvc9v 5% F_.\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet doc REPT131 Run Id: 4018 '1'i;21/2017 City of Newport Beach Page 9 of 9 4:30:09PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 11/22/2017 Inspection Type : ENCROACH Inspection Area : PW Site Address : 1 PUBLIC ROW Activity : N2017-0531 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: SOUTHERN CALIFORNIA EDISON Phone : 951-928-8255 Description: Install 2 driveways approaches (W=24') per City Standard #160-L-A and 2 driveways composed of decomposed granite for access to transmission electrical poles on South Bristol Street between Bavview Place and Jamboree Road. Item: 10100 FORMS WITH COMPACTION - PW Requested Time: 11/22/2017 12:00:OOAM Requestor: WEBUSER Entered By: WEBUSER Comments: ANY -Armando Rodriquez 909-800-2574 Assigned to: zzzzzzzzzzz* Inspector: �y Date: << ZZ Time: AM PM Comments: t-L,r--IQ 4, A- VP" 0Vff- o��Air P t�v►�4-/ � � r7 2� 2/ � Sc� G Fail/T�iGT'S T-o � I�1 �E t7r (tio Oti L t L, fe--)e r r -r-) , ��(j ✓CRV) - 4 �b r2.LL -rah F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc REPT131 Run Id: 4018