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X2020-2707 - Permits (2)
• �� BEACH as DDEPARTMENT COMMUNITY 1 f 97I BUILDING DrwmoN u Civic CwterDrtve i PIA Box 17681 New part Beach,92fISS-8915 m + 1'SPRRiXLWbdD SYSTEM i o fN a Ck.LIST i lV YES NO Water1. -- propersime■ ■ FirsapdrWersyslarn instatled_ - ■ ■ 4. Czmer plates are NOT- ail . = an tie jkobsifte II ■ heeds ■� ■ 7. Proper skFogs posted at A raq*ed _ = n ■ Vocation of vspacbes, iesdiv_ II ■ SYSTiEms 10. Clearances anxind sprkdder heads and rber - no obstructions 11. .. _ :,:, .. pmssure gmigeat - shommv proper waterit ■ fmw prvventar- n ■ FIRE SPRINKLER NFPA 130 SYSTEM FINAL APPROVED: �� �va� �o� PERmrr* F202q�a otsT BY: DATE: DATE: Forms\ Pre SpHrlder NFPA 130 System -FINAL[h=Wd RESIUEN ALUS/1Z/MD CITY OF NEWPORT C0NUVWNrrY DEVELOPNOM DEPARTNOKNT BUELDINGDIVMON 100 Chic Cmitar Drfm I P.O. Box 1768 1 Newpod Beach, CA MW -W15 rM FIRE SFPW� MTA 1311 SYSTE311 ROUGH 1 1 16NCBECKLLST 5. BEI a_ VA ing kutdad per code b. Braces kistalled at proper kxafions NOTE: CPUC pks8c Pipe h the garage shat riot be exposed. Sprinklers that are I Response" or `Rzaaende moist be used. CORRECTIONS AND NO_ _ ❑ ❑ ❑ as `mak FIRE SPRINKLER NPPA 13D SYSTEM ROUGH INSPECTION APPROVED: PERm��� qn R DATF-' F o�s9 8Y: f . 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Czmer plates are NOT- ail . = an tie jkobsifte II ■ heeds ■� ■ 7. Proper skFogs posted at A raq*ed _ = n ■ Vocation of vspacbes, iesdiv_ II ■ SYSTiEms 10. Clearances anxind sprkdder heads and rber - no obstructions 11. .. _ :,:, .. pmssure gmigeat - shommv proper waterit ■ fmw prvventar- n ■ FIRE SPRINKLER NFPA 130 SYSTEM FINAL APPROVED: �� �va� �o� PERmrr* F202q�a otsT BY: DATE: DATE: Forms\ Pre SpHrlder NFPA 130 System -FINAL[h=Wd RESIUEN ALUS/1Z/MD CITY OF NEWPORT C0NUVWNrrY DEVELOPNOM DEPARTNOKNT BUELDINGDIVMON 100 Chic Cmitar Drfm I P.O. Box 1768 1 Newpod Beach, CA MW -W15 rM FIRE SFPW� MTA 1311 SYSTE311 ROUGH 1 1 16NCBECKLLST 5. BEI a_ VA ing kutdad per code b. Braces kistalled at proper kxafions NOTE: CPUC pks8c Pipe h the garage shat riot be exposed. Sprinklers that are I Response" or `Rzaaende moist be used. CORRECTIONS AND NO_ _ ❑ ❑ ❑ as `mak FIRE SPRINKLER NPPA 13D SYSTEM ROUGH INSPECTION APPROVED: PERm��� qn R DATF-' F o�s9 8Y: f . 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Ot J A OD S C N y N C O R n e � 3 y— �n w E S• A e oa e m iLLLL I I I • �� BEACH as DDEPARTMENT COMMUNITY 1 f 97I BUILDING DrwmoN u Civic CwterDrtve i PIA Box 17681 New part Beach,92fISS-8915 m + 1'SPRRiXLWbdD SYSTEM i o fN a Ck.LIST i lV YES NO Water1. -- propersime■ ■ FirsapdrWersyslarn instatled_ - ■ ■ 4. Czmer plates are NOT- ail . = an tie jkobsifte II ■ heeds ■� ■ 7. Proper skFogs posted at A raq*ed _ = n ■ Vocation of vspacbes, iesdiv_ II ■ SYSTiEms 10. Clearances anxind sprkdder heads and rber - no obstructions 11. .. _ :,:, .. pmssure gmigeat - shommv proper waterit ■ fmw prvventar- n ■ FIRE SPRINKLER NFPA 130 SYSTEM FINAL APPROVED: �� �va� �o� PERmrr* F202q�a otsT BY: DATE: DATE: Forms\ Pre SpHrlder NFPA 130 System -FINAL[h=Wd RESIUEN ALUS/1Z/MD CITY OF NEWPORT C0NUVWNrrY DEVELOPNOM DEPARTNOKNT BUELDINGDIVMON 100 Chic Cmitar Drfm I P.O. Box 1768 1 Newpod Beach, CA MW -W15 rM FIRE SFPW� MTA 1311 SYSTE311 ROUGH 1 1 16NCBECKLLST 5. BEI a_ VA ing kutdad per code b. Braces kistalled at proper kxafions NOTE: CPUC pks8c Pipe h the garage shat riot be exposed. Sprinklers that are I Response" or `Rzaaende moist be used. CORRECTIONS AND NO_ _ ❑ ❑ ❑ as `mak FIRE SPRINKLER NPPA 13D SYSTEM ROUGH INSPECTION APPROVED: PERm��� qn R DATF-' F o�s9 8Y: f . 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Czmer plates are NOT- ail . = an tie jkobsifte II ■ heeds ■� ■ 7. Proper skFogs posted at A raq*ed _ = n ■ Vocation of vspacbes, iesdiv_ II ■ SYSTiEms 10. Clearances anxind sprkdder heads and rber - no obstructions 11. .. _ :,:, .. pmssure gmigeat - shommv proper waterit ■ fmw prvventar- n ■ FIRE SPRINKLER NFPA 130 SYSTEM FINAL APPROVED: �� �va� �o� PERmrr* F202q�a otsT BY: DATE: DATE: Forms\ Pre SpHrlder NFPA 130 System -FINAL[h=Wd RESIUEN ALUS/1Z/MD CITY OF NEWPORT C0NUVWNrrY DEVELOPNOM DEPARTNOKNT BUELDINGDIVMON 100 Chic Cmitar Drfm I P.O. Box 1768 1 Newpod Beach, CA MW -W15 rM FIRE SFPW� MTA 1311 SYSTE311 ROUGH 1 1 16NCBECKLLST 5. BEI a_ VA ing kutdad per code b. Braces kistalled at proper kxafions NOTE: CPUC pks8c Pipe h the garage shat riot be exposed. Sprinklers that are I Response" or `Rzaaende moist be used. CORRECTIONS AND NO_ _ ❑ ❑ ❑ as `mak FIRE SPRINKLER NPPA 13D SYSTEM ROUGH INSPECTION APPROVED: PERm��� qn R DATF-' F o�s9 8Y: f . 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'ssauppe anoge ayl le loafad ayi 32; pjooau;o 3oAanms ay; sV :(s)3agwnN liullad 8uippn8 H'? ria ! ;SSrt? 7019 ssa3PPVlaaI35;oafoJd NOI1bOJjIIH301HO13H ONI(Pine OOZ£ 449 (616) I ^oXogq'O'd l amp Ja)uaD D n 0 OU 9L68 -899Z6 VO'4oeag;3odmaN 189L1 g9D uOISWQ War"' LAI3IAIL d3Q tI13Ujo jaAga AIINIIMOJ HaVag Jjjo "3N AO AID GEBODEN, INC. _404�IGe� o 0chnic ai Consultants February 21, 2022 Attention: Cong Huynh Subject: Final Results of Compaction Testing Proposed Residential Development 251815th Street Newport Beach, California Project No. GB -110 References: Results of Compaction Testing, Proposed Residential Development, 2518 15th Street, Newport Beach, California, Prepared byGeoboden, Inc., dated October 14, 2019, Project No. GB -110. Change of Engineer of Record, Proposed Residential Building, 2518 15th Street, Newport Beach, California, Prepared by Geoboden, Inc., dated September 10, 2019, Project No. GB -110. Geotechnical Soils Investigation, Proposed Residential Development, 2518 15`b Street, Newport Beach, California, prepared by EGA Consultants, Inc., dated August 14, 2018. Geoboden, Inc. (Geoboden) has performed field density tests and construction observation for the proposed Building Pad at the subject site. The results of construction observation and compaction testing for the building pad were reported in our referenced report dated October 14, 2019. This report presents the results of final geotechnical observation and testing services provided by Geoboden during construction of the hardscape for the proposed residence. This letter summarizes the observations and presents the results of field density testing performed at the site. HARDSCAPE Geoboden observed preparation of subgrade for hardscape. All loose soils were removed. Bottom of hardscape areas were tested and found to be firm and unyielding. FIELD TESTING A total of 16 field density tests were performed within the subject hardscape areas to check that compacted fill materials meet project specifications. The field tests were Hodgenville I Irvine, CA 92620 1 Off 949-872-9565 1 Fax 949-743-2935 Cong Huynh February 21, 2022 Page 2 of 3 conducted utilizing Nuclear Gauge in accordance with Nuclear Gauge Method per ASTM -D2922 and ASTM -D3017. Results of the field density test are presented in Table 1. Approximately test locations are presented on Figure 1. The recommendation for relative compaction of 90 percent for the overlying fill was met or exceeded the requirements for relative compaction. When a test failed to meet minimum relative compaction requirements, the failing areas were reworked, and then recompacted as necessary until a passing retest was achieved. LABORATORY TESTING The maximum dry density and optimum moisture content for representative samples of soil and import materials were determined in the laboratory in accordance with ASTM D1557. The results were used to calculate the relative compaction of fill materials. The laboratory test results for maximum dry density and optimum moisture content are summarized in Table 1. CONCLUSIONS Based on the results of the field density test and other laboratory tests, the backfill placement associated with the construction of the hardscape areas was performed in general accordance with the project specifications and the referenced geotechnical recommendations. The work completed under the purview of this report is considered adequate for the intended use. Professional judgment presented in this report is based on evaluation of the technical information gathered, on our understanding of the proposed construction, and in accordance with general accepted soil engineering and geologic principles and practices. No warranty is express or implied. The presence of the geotechnical consultant at the site was to provide the client with a source of professional advice and opinions, based upon testing and observation of the client's work, and did not include superintending nor supervision. The data and conclusion contained herein should be considered to relate only to the specific location discussed herein. Geoboden is not responsible for any conclusion or recommendations that may be made by others, unless we have been given an opportunity to review such conclusions or recommendations and concur in writing. Cong Huynh February 21, 2022 Page 3 of 3 We hope that this report fulfills the current needs of the project. If you have any questions, or require additional information, please call the undersigned. Sincerely, GEOBODEN, INC Shahrokh (Cyrus) E Radvar, G.E.# 2742 Principal Engineer Enclosures: (2) Addressee P� q GSS/ON 2742 v FO)FCN1��G a�P 9� OF CAUF� Figure 1 — Soil Density Test Location Plan Table 1— Field Density Test Results o. G _ d o+ A� N 0 e N O a � o 0 ti 0 h a '•' 5O F w 6 v •� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E e o. o. rn rn rn rn rn rn rn rn a a a a rn o. a U yA. v O e W W � V II x z V a m p O. e r r r o n r oV ao o c r �o n n r r a o V rn rn rn a a, a, o+ a rn a a o+ o. rn rn rn U m � N F � u N M N •- M V m N N fV M IV M •�.V pJ GLi33Q N N N N N_ N N N N N N N N N N N M W W �D V N M T Vf N1 p M V1 M o0 N ,o i m n ri h e n oo � 06 r oo e r oo r of U Dm C vi .n .. rn � m o0 0 0 o v n .- �o M •- °' � �b So 6b 56 ® 5A 6h kb 6a 6h 6h 6L 5n Ah 6b E m voi y vyi ri ti voi ti ti ti m° y m° y y ti 0 r a a d p u a oa z z z z z z z z z z z z z z z z E+NT F F z o. 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