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HomeMy WebLinkAboutX2021-1197 - Misc��WP°RT CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www.newoortbeachca.00v 1 (949) 644-3200 PRE -GRADE MEETING AGREEMENT DATE: 11 _ Z 3_ t✓( JOB ADDRESS: l J 'EC�CLIr>c�� U 1. The grading plan check number for this site is XZoz(- q 7 and will be referred to in all reports, certifications and correspondence. 2. STOP ORDERS Whenever any work is being done contrary to the provisions of the City Codes, the Chief Building Official or his authorized representative may order the work stopped by notice in writing served on any persons engaged in the doing or causing such work to be done and any such persons shall forthwith stop such work until authorized by the Chief Building Official to proceed with the work. 3. The stamped set of approved plans shall be on the job site at all times. 4. NOTIFICATION OF NONCOMPLIANCE If, in the course of fulfilling their responsibilities, the civil engineer, surveyor, the soils engineer, the engineering geologist or the testing agent finds that the work is not being done in conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to the person in charge of the grading work and to the Building Division. Recommendations for corrective measures, if necessary, shall be submitted to the Building Division for approval. 5. When import or export of materials is required, haul routes to and from the site shall be approved by the City Traffic Engineer and hauling procedures shall be in accordance with Chapter 15 of the Newport Beach Municipal Code (NBMC). Contractor shall use Best Management Practices (BMP's) to insure that all water quality issues are addressed. 6. Between October 1 and April 30, erosion control BMP measures shall be in place. During the remainder of the year dry season wind erosion BMP's (dust control) shall be implemented. Sediment control BMP's shall be installed and maintained at all operational storm drain inlets internal to the project BMP's to control off -site sediment tracking shall be implemented and maintained. Appropriate BMP's to prevent contamination of stormwater from construction activities shall be implemented. A "weather triggered" action plan and the ability to deploy BMP's to protect all exposed portions of the site within 48-hours when the National Weather Service forecasts a 50% or greater chance of rain. 7. All fills shall be compacted throughout to a minimum of 90 percent compaction as determined by ASTM test method 1557 and approved by the soils engineer. Compaction tests shall be performed according to the preliminary soils report 8. All trench (including interior and exterior utility trenches) and retaining wall backfill shall be compacted throughout to a minimum of 90 percent relative compaction and approved by the soils engineer. 9. Whenever work on which required inspection/testing is covered by additional work without first being inspected/tested, the Chief Building Official shall require by written notice that the work be exposed for examination. The work of exposing and recovering shall not entail or be subject to expense to the City of Newport Beach and will be the sole expense of the Permittee. 10. Landscaping of all slopes and pads shall be in accordance with 15.10.130 of the NBMC. 11. Approved drainage provisions shall be used to protect adjoining properties during the grading operation. 12. The perrrlittee or his agent shall notify the Building Division when the grading operation is ready for each of the following inspections: a. PRE -GRADE MEETING When the permittee is ready to begin work, but not less than two days before any grading or brushing is started. b. DRAINAGE DEVICE INSPECTION After forming of terrace drains, down drains or after placement of pipe in subdreins, but before any concrete or filter material is placed. c. SPECIAL d. ROUGH GRADING When all rough grading has been completed, the rough grade report shall be provided to the Building Inspector at foundation inspection or sooner based on the Building Inspector's discretion. e. FINAL When all work, including installation of all drainage structures and other protective devices, has been completed and the as -graded plan, professional approvals and the required reports have been submitted. 13. All footing excavations, slab on grade areas and subdrains shall be inspected and approved by the Geotechnical Engineer or Engineering Geologist Written approval shall be submitted to the Building Inspector. 14. Prior to the start of grading, all permanent property comer monuments shall be in place. Prior to any foundation inspections, proof of recordation of the "comer record" or "record of survey" with the County of Orange shall be provided. 15. The undersigned acknowledge a copy of the above and agree to comply with the Grading Code of the City of Newport Beach, the recommendations of the project soils report and any special requirements of the permit 16. Prior to foundation inspection a Line and Grade Certificate Forth must signed and stamped by the surveyor of record and submitted to the building inspector. A Structural Observation Report may be required. 17- All parties listed below must be present for the pregrade meeting unless approved by the building inspector. 18. All duplex construction requires separate utilities (sewer, water, gas, electrical, fire sprinkler risers). OWNER/CONTRACTOR:1->M'1y NAA[ y) 1' 8�" DESIGN CIVIL ENGR.: 0l , By: By: eZk4 e k" A. ✓41 k�t I Z^t Address: - 2A Address: j l —C W0R1.1 l31IZL;> Telephone: `d "� I � �I Z c>7 Telephone: GEOTECHNICALENGINEER:PaETa By: ()(A F;-i" (�ti�C6PtP'VY fi% j IBC,. Address: I ACC VV 6OfY1)Tr c,-i✓AC7 �- Avt svwi s-n pt Telephone: -7�j:Y-?,7G- i%1 GEOLOGIST.: By: t Address: Telephone: GRADING CONTR.: O7 a G(' a COORDINATOR' l0 By: - By: Address: %al�i�ti- �� Address: Telephone: 9 Telephone: NEWPORT BEACH REPRESENTATIVE: �GiJ�"` I�]\✓6- PHONE#: 1`11 K 1'3z-bZ' INSPECTION REQUESTS: (949) 644-3255 Newport Beach Construction Hours: Monday through Friday: 7:00 a.m. to 6:30 p.m. Saturdays: 8:00 a.m. to 6:00 p.m. No work on Sundays and Holidays F0MSVragmde meeting agreement 6-15 CORNER RECORD Agency Index DocumentNurnber 2021-3546 City of NtwoortBoach Gountyof ran e (ifSriii- Brief Legal (Description Lot S, Block 2, B9Ibca i3awide Tradf; M. M.4/78. CORNER TYPE Governmant Comer Q Conjivil 0 Meander ■ Prop" Q Rancho. Q other 0WIN,ATIES (.Optional) E. Elevation Units Metric —US : Survey Foot Horizontal Datum _2 Zone Epoch Date Date of Survey 17-3'0VertmalDatum [� Complies with Public Resources Cade §§88014WO PLS API ROL: .8765m 08771 [:] 8773 ® atkor. Corner/ ■ Left as-60nd E$Mbljstmd ,.� Rebd* Pre -Construction Monument: Found and tagged Reestablished: O Referenced Post-Gdnstructign Narrative of cornar rderit;ied and monument ass round, sot, reset, reptaoed, or To -moved: See sheet #2 for description(s)-, SURVEYORS STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act or-, December- ?,6_zoz1 Signed y sfi kill' _.,. - - P.L,S.. or R.0 E. No., 4653. COUNTY $URVEYOR'S STATEMENT This Corner Record was received JANUARY 3, 2022 and exam I nodarnjcrft.Hled JANUARY 30, 2023 signed l�u"' T P.L.Silp. 6617 Title COUNTY SURVEYOR -Gounty Surveynes.Conlrnent .S�)) LAND S..(,�,L RON .cam MIEDEMA P No.4653 c Up C.AI S�. o LP, ND S�RG N 9 No. 6617 \F DF CAt-\FC� BPELSG-2016 Page 1 of2 Document Number BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF ADAMS STREET BEING NORTH 35025'05" EAST PER C.R. 2017-0072. MONUMENT NOTES: INDICATES FOUND MONUMENT AS NOTED. A INDICATES SET NAIL, LEAD & TAG IN CONC., L.S. 4653, FLUSH, ON P.L. PROD. 2.00' FROM THE CORNER INDICATES FD. NAIL, LEAD & TAG IN CONC., L.S. 4653, FLUSH, ON P.L. PROD. 1.00' FROM THE CORNER PER C.R. 2021-0001. MONUMENT DESCRIPTIONS: ZI O1 FD. (4) 3.00' NAIL, LEAD & TAG X/OVER TIES "L.S. 5411", PER C.R. 2015-1900 IN LIEU OF (4) 2' X/OVER NAIL, LEAD & TAG TIES "L.S. 5183" PER R3 & R4, FLUSH. FD. NAIL, LEAD & TAG, "L.S. 5183", PER R3 & R4, FLUSH. O3 FD. NAIL LEAD & TAG, "L.S. 8583", ON P.L. PROD. AT 1.00' 6FFSET PER R2. ® FD. 3/4" I.P., "L.S. 2312", PER JSR 517, N52°57'59"E i 0.40', PER R3 & R4, FLUSH. O FD. GEAR SPIKE & WASHER, "L.S. 5183", NO REF. I ACCEPTED AS WESTERLY CORNER LOT 7, 1 FLUSH. © FD. NAIL, LEAD & TAG, "L.S. 5183", PER R3, FLUSH. O7 FD. NAIL, LEAD & TAG, "L.S. 5183", PER R4, FLUSH. ®FD. NAIL, LEAD & TAG, "L.S. 4653", FLUSH, PER C.R. 2021-0001. O9 FD. NAIL, LEAD & TAG, "L.S. 5183", FLUSH, NO REFERENCE. REFERENCE MAPS: Rl - INDICATES RECORD OR CALC'D FROM RECORD DATA PER M.M. 4178. R2 - INDICATES RECORD OR CALC'D FROM RECORD DATA PER C.R. 2017-0072. R3 - INDICATES RECORD DATA PER R.S. NO.2008-1141 R.S.B.233/13. R4 - INDICATES RECORD DATA PER R.S. NO. 97-1001, R.S.B. 161/6. R5 - INDICATES RECORD DATA PER C.R. 2021-0001. LINE TABLE AV rue) edY gaY� e`9'S vbi JrSM JJ 4D C e — — • cJ FE CC n m 0 ,�•f�' cl J'1 D) D N35°36'38"E 81.55' (81.88' Rl) 1 c� LOT �a iv vN %o�—r N35035'36"E 80.48' N v I cpN 0°m li f �a `N35032'34"E 78.34'(M&R2) ) 10' LI 16.21' M&R3 (16.28'Rl) i L2 15.05' (15.05'R2) I (72.92' R1) 72.98' / MH 97.33' (97.33' R2) 1 77.43' (77.43' R2) 4) ----- N35°25'05"E 174.76' (174.76' R2, 174.72' R3 & R4) f F (BASIS OF BEARINGS) SCALE I"=40' ADAMS STREET [:1 , Qyu � V, CORNER RECORD Agencylndex Document Number 2021-3546 City of Newport Beach County of Orange California Brief Legal Description Lot 8, Block 2, Balboa Bayside Tract CORNER TYPE ' ® Government Corner © Control i I ® Meander ® Property ❑ Rancho ® Other Date of Survey h -3ej z- it PLS Act Ref.: JX7 8765(d) F1 8771 Comer/ l Left as found Monument: ❑ Found and tagged Established ® Reestablished N. Elevation COORDINATES (Optional) E. Units ❑ Metric ❑X U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 8773 Other: ❑ Rebuilt ❑ Pre -Construction ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): Received Jan 03 2022 1 s t Check OC Survey SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional ,Land Surveyors' Act on De cer,be r- 363 2 6Z Signed T_ph:.1/140(_- P.L.S. or R.G.E. No. 4653 COUNTY SURVEYOR'S STATEMENT This Comer Record was received and examined and filed Signed Title County Surveyor's Comment P.L.S. or R.C.E. No. SPELSG2616 Page 1 &2 Document -3546 BASIS OF BEARINGS: PRELIMINARY BEARINGS ARE BASED ON THE CENTERLINE OF ADAMS STREET BEING NORTH 35-25105" EAST PER C.R. 2017-0072. /Ql MONUMENT NOTES: • INDICATES FOUND MONUMENT AS NOTED. A INDICATES SET NAIL, LEAD & TAG IN CONC., L.S. 4653, FLUSH, ON P.L. PROD. 2.00' FROM THE CORNER ■ INDICATES FD. NAIL, LEAD & TAG IN CONC., L.S. 4653, FLUSH, ON P.L. PROD. 1.00' FROM THE CORNER PER C.R. 2021-0001. MONUMENT DESCRIPTIONS: Zl Ql FD. (4) 3.00' NAIL, LEAD & TAG X/OVER TIES "L.S. 5411", PER C.R. 2015-1900 IN LIEU OF (4) 2' X/OVER NAIL, LEAD & TAG TIES "L.S. 5183" PER R3 & R4, FLUSH. 20 FD. NAIL, LEAD & TAG, "L.S. 5183", PER R3 & R4, FLUSH. O AT OAIL LEAD PER G, "L.S. 8583", ON P.L. PROD. ® FD. 3/4" I.P., "L.S. 2312", PER JSR 517, N52057'59"E i 0.40', PER R3 & R4, FLUSH. (3) FD. GEAR SPIKE & WASHER, "L.S. 5183", NO REF. I ACCEPTED AS WESTERLY CORNER LOT 7, FLUSH. © FD. NAIL, LEAD & TAG, "L.S. 5183", PER R3, FLUSH. (!)'FD. NAIL, LEAD & TAG, "L.S. 5183", PER R4, FLUSH. ® FD. NAIL, LEAD & TAG, "L.S. 4653", FLUSH, PER C.R. 2021-0001. Q9 FD. NAIL, LEAD & TAG, "L.S. 5183", FLUSH, NO REFERENCE. REFERENCE MAPS: RI - INDICATES RECORD OR CALC'D FROM RECORD DATA PER M.M. 4/78. R2 - INDICATES RECORD OR CALC'D FROM RECORD DATA PER C.R. 2017-0072. R3 - INDICATES RECORD DATA PER R.S. NO.2008-1141 R.S.B.233/13. R4 - INDICATES RECORD DATA PER R.S. NO. 97-1001, R.S.B. 161/6. R4 - INDICATES RECORD DATA PER C.R. 2021-0001. LINE TABLE LI 1621' M&R3 1 1 9y.ov - �T f ii a ^ LOT 8 N35035'36"E 80.48' ppa � 1jJ a C NN �! "N35°32'34"E 78.34' (78.52') �a a e� „dyv �1 ( 6.28 Rl) L2 15.05' (15.05'R2) 2 72.98' I MH 9733' (97.33' R2) 77.43' (77.43' R2) " ----- �� N35025'05"E 174.76' (174.76' R2,174.72' R3 & R4) �p V (BASIS OF BEARINGS) SCALE V=40' ADAMS STREET BPELS&M16 Page2012