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Home My WebLink AboutS2021-0048 - SoilsIN st. -JOWs Anderson�7,— - — - Geology Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: April 12, 2021 Project Address: 724 St lames Place. City of Newport Beach Project: 20083-01 Subject: Observation. of Footing Excavation for Proposed Biofiltrallon Basin Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolseapes) to observe and document the footing excavation for the proposedbiofiltration basin along the east site boundary. The footing excavation exposed bedrock material identified on the basis of regional geologic mapping as sandstone bedrock of the Capistrano Formation and locally native terrace deposits. The subject footing excavations are considered geologically acceptable for placement of steel and concrete. Any loose material and debris should be removed from the excavations prior to pouring concrete. Our services do not include line and grade verification, which is the responsibility of others Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Peter Anderson, CEG 2596 >v %0 rO PETER G At10EN50N N&2 d% CERTIFIED rn ENGINEERING Y GEDIDGIST 9�OFCA1\FOPS 1(xN) North Coast Hiehwav Suite 10 • Lacuna Beach. California 92651 • (9491371-3690 • nanderwnCtandcnanceolouv.com A _ CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT J _ BUILDINGDIWSION 100 Civic Center Drive I P.O. BOX 17681 Newport Beach, CA 92658 1(949) 644-3200 SPECIAL INSPECTION REPORT Project Address; Horioka Residence. 724 St James Place, Newport Beach, CA Permit Number. S2021-0048 Inspection Type (s): concrl Inspection Date (s): 5/7/21 Periodic Observed the placement and consolidation of 10 cubic Yards of concrete, mix design 45WIC1, supplied by Gary Bale and placed at pool caissons # 7,8,9,10,11. One set of 4 test samples was taken at caisson # 10- ticket# 339383, slump 5",P514500, concrete temp 68F. Other Man any noted dlacraparx*m all work was done per apPmvedParm, job ate apecifloatlons,, applicable codes, RFI's and wPS's to the best of my knowledge andappeared to be in eom0llance at time of Inspedon. Si 5/7/21 Peter Gilpin I NB-0381 Speclallnspectionaepon a-24-15 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 www.newoortbeachca.aov 1 (949) 644-3200 SPECIAL INSPECTION REPORT Project Address Permit Number Inspection Type Inspection Date DEPUTY 1 INSPECTION 1.800-DEPUTY Gen Conic. L Z Sub-Contr. -Dili I, SSOv� V t�eY 2 �f � 5 Cj �L SOL gS GWAII 'L CR ( s O •C. a A* p_ S a O.C- Mont MI. V. WWI To the best of my knowledge, the work Inspected was in accordance with the Building Division approved design drawings, specifications and apple work. s imefrro prrrro ns of the. U.B.C. except as noted. above... P A*Jersov. 6am(09V Csn,s� FIELD MEMORANDUM CLIENT/ CONTRACTOR: EFo��e�c� geS;d2!"c2 �v I^ o. z- Poo(!; Comments: Fe#a/ A•4erswn of Aoersw) Date 5-7-xi File No. � o o $3'C Activity CAP$So, FXcu✓�,f'oe1j Permit No. <;OA 1-0041___----- SITE ADDRESS: 714 5-* J211""a 91 .. 4.u4 onsie, q 7' o-,r- *he 1` 0t Corr1`rac{� Cf-w F {b01ina(1,45) awt iY.%%, Con e, I o(ou-v�-e.1t— tqe rac'Ssb•-. -A. d-hG s/0ese04 ylaol 4!7 7-kC' /of'� (CoCtl eo(�c, af' f-" , smoky s fc Cur�sonS C'7a•f n In K Al oit�ff�1 � or-- i -r'ce.�- �j C(o✓ eiC°Sfi`'15 Arat%f �� o�eiPf` i-�� ni��si�. .. ,+^;✓\ 10 Y-t' ern7er/�nC✓lf" i r�1-U �'o..Jet�^� �ea'l��C lt_ 4v� Csr��-d/MwhCQ,. vi ia�Y1V� (64ti5. Beolyock O'F Tire, ep;g'cwo 7v✓rtia�i0^ Wad enCov✓/i�/er/t Cl ts- 04' .Zto 5 feet b&� 9✓ f No if:`cuvtt co-Vj Ike- 5 7Jecf Cc�n�S/� �ra,vt tk� cXCuvacf�a-t "Co- -fv Vd-te'r-% c6>10"eye M DEPUTY 1 INSPECTION 1-800-DEPUTY1 tr CITY OF NEWPORT BEACH Gen c � iQx L i h COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive ( P.O. Box 17681 Newport Beach, CA 92658 www.newDortbeachca.aov 1 (949) 644-3200 SPECIAL INSPECTION REPORT Permit Number Inspection Type Inspection Date (s): -�'/I1-laJ ( ) Periodic (-�-) Continuous To thebest of my knowledge, the workinspected was In accordance with the Building Division approved designdrawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: May 11, 2021 Project Address: 724 St James Place City of Newport Beach Project: 20083-01 Subject: Observation of Caisson Excavation for Proposed Pool at Rear of Site Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) and drilling contractor (Drilco) to observeand document the caisson excavations for the proposed pool along the rear (east) edge of the subject site. Caissons C-5 & C-6 have been drilled to depths of 21 and 15-feet below existing grades, respectively, in order to provide embedment into competent bedrock material. The caissons encountered bedrock material identified on the basis of regional geologic mapping as sandstone and siltstone bedrock of the Capistrano Formation. Groundwater was encountered at a depth of approximately 14.5 feet and caisson C-5 required casing due to caving. Conclusions: Caisson excavation for the proposed improvements summarized above have been drilled to the depths provided for the minimum embedment into competent material in accordance with the approved plans The caissons excavations are considered acceptable from an engineering geologic viewpoint for placement of steel and concrete. All loose material and/or water should be removed from the caissons prior to placement of steel and concrete. This memorandum is not intended to verify cage length or steel reinforcement and line and grade elevations for caissons is the responsibility of others and not verified by AG representatives. Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Peter Anderson, CEG 2596 J� CF 0 PETO'CIANDERSON <O Na2596 G CERTIFIED Li ENGINEERING ~ A GEOLOGIST \FOe...rtEO�� 1000 North Coast Hi_Mcay S01[a 10 • Laewui Ranch. Project I K111W I U110 01,11111MUDLYAR, 100 Civic Center Drive I P.O. PMENT DEPARTMENT DIVISION 1768 Newport Beach, CA 92658 ygov(949)644-3200 Horioka Residence. 724 S# James Place, New Permit Number: S2021-0048 r------ r--- e..t. Concrete CA Inspection Date (s): 517121 ®Periodic Continuous `D49Arike'Ihpa'ipn Inellftlln LP9EltibiJ(s►t Observed the placement and consolidation of 10 cubic and placed at pool caissons # 7,8,9,10,11. One set of slump 5",PSI 4500; concrete temp 68F. yards of concrete, mix design 45W/C1, supplied by Gary Bale test samples was taken at caisson # 10- ticket # 339383, I i . Tdtel, t sR ctloR11n a Eath btsyr Date;..�_.S1Z�1.. Hours: Min i ust All ItamS ReglilrlhS Correction hntleda PraVlbUoly I,iatBA htbrrectad I#eats): , - Cammrltlt3: it Other than my noted dinorepanciea all work was done per approved knowledge and appeared to be in compliance at time of Inspection. _®�eSiehartiree Peter Gilpin Speclallnspecrlon Report. 8-24-15 Job site specifications, applicable codes, RFI's and WPS's to the best of my 5/7/21 Sub-Contr: DEPUTY 1 INSPECTION 1.80Q•DEPUTYa Gen Cantr. `� Z wP RT� CITY OF NEVPORT BEACH n COMMUNITY DEVEIL®PMENT DEPARTMENT` ' BUELD�G DIVISION °gttnoaN�* 100 Civic Center Drive I P,O. Box 17681 Newport Beach, CA 92658 www newportbeaehca.00v j (949) 644-3200 SPECIAL INSPECTION REPORTc� ' Project Address; rry-%®y'A �2s►CQe ' Q � 'Z "S • Permit Number: 2-0 Z k - O Inspection Type (s): inspection Date (s): -8 L ( j Periodic ( ontinuous y SIng S•O v 4v �Da t4 g 3 a S �� .e. t 1 6I s t Wit... •� G Cat tI e' O.C. <ti a i i )®ate: 7 ZQ .ou , rs:, C L1 r To the best of my knowledge, the work Impacted was In accordance with the Building Division approved design drawings, specifications ands a work p pro s o the U.B.C. except as noted above. S Z� VI SpeGallnspeGlonSeport&2419 SpeGallnspeGlonSeport&2419 DEPUTY 1 INSpECTION i-8001DEPUTYI Gen Contr. Q Sub•Contr. y CITY OF N WORT BEACH COMMUNITY DEV LOPMENT DEPARTMENT BUILD GDIIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658 www.newoort_�chca.cov 1 (949) 644-3200 Project Address: 1/� O � �OLQY�C �Z �~ '� PLO--C-t Permit Number: ®'Z& O Inspection Type (s): tl Olr aA/ Inspection Date (s): S Z ( )periodic ( Continuous To the best of my kTowledl a work Ins acted was In accordance with the Building Division approved design drawings, specifications a prov sl of he U.&C, except as noted above. s re. SpedallnspectlonRPport 84415 DEPUTY 1 INSPECTION 111 1-800-DEPUTYI Gen Contr.. CITY OF TORT BEACH .Sub Contr: L i e r- OO TY DE fl06PNI ONT DEPARTMENT I;TTII li G AIVVIISI011 100 Civic Center Drive I P.O. BDx 17681 Newport Beach, CA 92658 ew rtbe coca ov j (949) 6443200 SPECIAL IN ECION REPORT Permit Number:,_&I : Inspection Type (s): "IfA ' Inspection Date (s): I' ( ).Periodic ( )Continuous { Destritie#ne o Indo tee a t «ski 1 ` # r�;I�:'1'� ..........................-.....,.:,......_............._.......__ .._... _........_.......y.... _ ....._.....,c.. _ -:.._ ....._...,.:.._ ..__._..._...._...:-..:.....„.. ............... _........ .... _._............. - ...... ........ ....... ...... W........__. tI Taststldade: ........ !......•:_,........ .............. .._.......:.:............:._._....._..........._....:......... ........ . _.._.... .............. ......... '. Totallnsp TaroTime6edr.D�r � � '� Dataa ktstANitems R Id CuKatttbn Metuttepreviau :tlatsdt9ncorrectedlt®tna)r: { 00'rnmentst ......... _............ f'!.� ?...s ..� �ej..... �.W =-�..� ._._ ,�;�'{ :!t _ y f. t el.. -..d _..,. ...... __.. .. ........... _..._ ....._.....__...._......... ._......_ .1.... ... ... -- .._._.... L.... .... ...... .. w—._..-._. _..............................._...............-_._ - To the best of my knowledge, the work inspected was In ecordanee with the Building Division approved design drawings, specifications and applicable workmanship provisions of th U.B.C. except as noted above. S *do ,1new Ktor. "'store: Dates,. ..: `i.' IhtroE'FulkName New oreeatich a..i,� { 1 t1i �i 5peciellnsP�onReport�a-2415 - .. _ .. i Project Address Permit Number. Inspection Type Inspection Date DEPUTY I INSPECTION 1-800-DEPUTYI Gen Contr: Sub Contr: CITY OF NFPORT BEACH CONMUNITy DFVE i DFPRTMENT MT !a DIVISION BU ' DYMON 100 Civic Center Drive I B )t 17681 Newport Beach, CA 92658 w 0 P.O.�e chca. ov, 1 (949) 64"200 ne SPEC) CTIC AL IN Eg0QN_REP-0—RT 111ti P1 A Periodic continuous S' ;,i FA In 6 Ki IJ hil It I t n 1,11 LIS 14 LO IL I Dai........ .... L . ...... . . . .... J To the best of my knowledge, the work Inspected was 11J:=n're hie Building Division approved design drawings, exce specifications and applicable workmanship provisions a with above. s In$ ctoris 'Mra" M Isinguion-14mi I tint �FUAIQ=: 7;� Ile '6'j if, -Vkky� 1. Aiirlg'v'� specialtinspBouni tiyS W Poll CITY OF NE ti COMMUNITY DEVE BUILD: �411xoa.N'° 100 Civic Center Drive ( P.O. Project Address: Permit Number: Inspection Type Inspection Date To thebest of spedalimyedlonaepon 8-2a25 DEPUTY 1 INSPECTION 1-800-QEP2a IPl .yk Z- Gen Conk: Sub-Contr i-1 co PORT BEACH MEWDEPARTMENT DIVISION 17681 Newport Beach, CA 92658 .goy_ ( (949) 644-3200 -TION REPORT PL ( ) Periodic ( ntinuous accordance with. the Building Division approved design drawings, a U.B.C. except as noted above. i MI rIl Rf DEPUTY INSPECTION)��n A-800-DEPIT YI Gen Contr: La Paz Sub Contr: Drilnn Report of Special Inspection Project Name Address: ]PermitNumber:- Ntut.1-111148 i Inspection Type(s)— RE- -6 -y-d�s- IInspectionIIDate(s) 5/17/2021 I if ] periodne Describe Inspection Made, including LocatioanI�: ]List Tests Made* m Total Inspection Time Each Day: Date 15117/2O21 Flours I NUN List Items Requiring Correction, Include uncorrected items previously listed Comments I Continuous To the best of my knowled , the work i spected was in accordance with the Building Department app d 'ea drawings, s ecifications and applicable workmanship provisions of e U. C as ed ove. / Signed: __ - --- - _-- -_-- -- __ Date Print Full Name: C barl Bn,mrnel Registration No 1 BA I l FORMS 1-02, 90 ta3jzAla Paz *61 G a1C Ck 1Y1� Power (engr).. , Report of PeC90 Ins' ect9owt Harioka Residenc6/724 St James, Newport Beach ,gjun.d Maw, FF r�x, t Yaa k+r I .. t,� rxt,I, �1t 4t�7 Reinforced Concrete .. z (:AitpiFT4tdt,lea.._.. gat ;rr° Cxsi DIMS) �ww�, � � � �rae7 ttc X Of-'scAlLwo 41sp t i n 1AVA40, iucludiv.F Qbserved placement of egnctete (4500 ,LLSIfgr caisson,#2 at the foundation per SP3„ of the structural plans Size and reinfoi cement of caisson in strict accordance with corresponding schedule%details 4'(4X8)' cylinders ca3t Gary Bale ready mik 45Gi%/G`i'' d°atu2 Ir si e a�x�t ftxrct Each, Day i e p4 15/18/2021 !7 ast atf"als VW1111ring.Correction, inkAtIch, mlc#trrected it rm previously Usted Cage clearances achieved and mamta ee mrougnou� _, Gages supported at top All concrete was placed and consolidat drper specs and codes u 4 cai. nt aly t.o vicdgt, flit vl'c alk fc,srn(ed �wnv irk acowdanc with tile i'3i it lsrtr, Dq)am rap tWjly petal do%;;bra drtlar ings, .kprc6;xticatior"'; "Ad applicable workmanship irxa,s 0kZ Of thw, t,ttrxGkis €ioud above,, 5l18/2021 _......,.. Daiv .. ._.,_.. .. . . ........ h NB-0617 Thomas George 1 att.�Ctax i`iar w _ ___ M i i ' Gen La az c r„ Ofto w `;} Power (engr) Hanoka Resident /724 St James; Newport Beach ?'ff k i Nunn, }tf�� 13t:vukrrt Reinforced Conc�ete 13r1�rz� .m X f, s;[tfSYi7.lL�tl hv;poOdon Made, including .....,..,.„ corresponamg scneaw..... us LA"i s t°hY4 MOO . . 4(4X8) cylinders cast Gary Bale ready MI) 451N 4 k �atLL j'5119726'21;, �.+,� �tr¢,iaE�s �a rt r�, C:ir�r�°cts¢igt�, istt:liSclr; int rw' 4eays pr °vbutt>aY' (i ¢. sS All concrete was placed ant( consoiidatqid per specs and codes t 'ku (r , £ # tdiCr iGF�iA'461PYCi#'f flu" work?,3fi�3£R Ct d MS in W fordun e With iiit r�Itildl- 9 D' iu4XC¢'W,30. -,ppr ved Rsitlil iR17i:'Shig,c.v ,;p;xPl4c2igt4'371G F.t Cti <pplIu:FW-n t ork€Pahl};; piov6 IS1t£„ of tht. 5/19/2021 NB-0617 +�Y trel €1i ltp.ayrr, Thomas,Geor e.� Rt,.gs tx�ticm NO, ... ....... FiA,�t hl Si4)4' 5t) nderson eology Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: May 26, 2021 Project Address: 724 St James Place, City of Newport Beach Project: 20083-01 Subject: Observation of Grade Beam Excavations for Proposed Pool/Pool Deck at Rear of Site Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) to observe and document the grade beam excavations for the proposed pool and associated improvements along the rear (east) edge of the existing structure. The grade beam excavations are supported by caissons extending into undisturbed bedrock material previously observed and approved by AG. The subject grade beam excavations are considered geologically acceptable for placement of steel and concrete. Any loose material and debris should be removed from the excavations prior to pouring concrete. Our services do not include line and grade verification, which is the responsibility of others Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Peter Anderson, CEG 2596 ENGINEEI9ING GGII INIGST �1� or CAL 1000 North Coast Highway Suite 10 • Laguna Beach, California 92651 • (949) 371-3690 • pandersou@ttnde.rsongeology.com nderson eology Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: ,April 12, 2021 Project Address: 724 St James Place, City of Newport Beach Project: 20083-01 Subject: Observation of Footing Excavation for Proposed Biofiltration Basin Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) to observe and document the footing excavation for the proposed biofiltration basin along the east site boundary. The footing excavation exposed bedrock material identified on the basis of regional geologic mapping as sandstone bedrock of the Capistrano Formation and locally native terrace deposits. The subject footing excavations are considered geologically acceptable for placement of steel and concrete. Any loose material and debris should be removed from the excavations prior to pouring concrete. Our services do not include line and grade verification, which is the responsibility of others Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Peter Anderson, CEG 2596 No. 26!18 u. CERTIFIEf7 ENGINEERING GEGLOGIST C� 1000 North Coast Highway Suite 10 • Laguna Beach, California 92651 • (949) 371-3690 • pnderson@andenongeology_corn nderson eology Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: March 11, 2021 Project Address: 724 St James Place, City of Newport Beach Project: 20083-01 Subject: Observation of Temporary Excavations for Proposed Pool Improvements Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) to observe and document the temporary excavations for the proposed pool improvements along the rear (east) edge of the subject site. Temporary cuts of up to 7-feet in height were observed and exposed a combination of artificial fill, native terrace deposits and bedrock of the Monterey Formation (Tri). The temporary excavations should be laid back so as not to exceed a 5-foot vertical with a 1:1 layback above. Temporary excavations should not be left open for extended periods of time (>45-days) or during periods of adverse weather conditions. The material exposed in temporary excavations should be periodically evaluated by the Contractor and Geotechnical Consultant during excavation and construction. Flatter embankments could be required if seepage zones or unstable layers are encountered within excavations. Excavations should proceed in a manner so as not to remove lateral or bearing support of adjacent properties or structures. Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Peter Anderson, CEG 2596 No.2GNB N: GERT1FIEp ENGINEERING +GE�IST��' ORre1-WO� 1000 North Coast Highway Suite 10 - Laguna Beach, California 92651 • (949) 371-3690 • panderson�andersongeology.com Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: May 13, 2021 Project Address: 724 St James Place, City of Newport Beach Project: 20083-01 Subject: Observation of Caisson Excavation for Proposed Pool at Rear of Site Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) and drilling contractor (Drilco) to observe and document the caisson excavations for the proposed pool along the rear (east) edge of the subject site. Caisson C4 has been drilled to a depths of 27-feet below existing grades in order to provide design embedment into competent bedrock material. The caisson encountered bedrock material identified on the basis of regional geologic mapping as sandstone and siltstone bedrock of the Capistrano Formation. Groundwater was encountered at a depth of approximately 14.5 feet and required casing due to caving. Conclusions: Caisson excavation for the proposed improvements summarized above have been drilled to the depths provided for the minimum embedment into competent material in accordance with the approved plans. The caissons excavations are considered acceptable from an engineering geologic viewpoint for placement of steel and concrete. All loose material and/or water should be removed from the caissons prior to placement of steel and concrete. This memorandum is not intended to verify cage length or steel reinforcement and line and grade elevations for caissons is the responsibility of others and not verified by AG representatives. Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Peter Anderson, CEG 2596 E3TF€ED MMGG ENGENOtOGfTGESaFr hoof ¢ 1000 Noah Coast Highway Suite 10 ° Laguna Beach, California 92651 ° (949) 371-3090 , pandersoii@andesongeolory.com Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: May 18, 2021 Project Address: 724 St James Place, City of Newport Beach Project: 20083-01 Subject: Observation of Caisson Excavation for Proposed Pool at Rear of Site Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) and drilling contractor (Drilco) to observe and document the caisson excavations for the proposed pool along the rear (east) edge of the subject site. Caisson C-2 has been drilled to a depths of 31.5-feet below existing grades in order to provide minimum design embedment into competent bedrock material. The caisson encountered bedrock material identified on the basis of 'regional geologic mapping as sandstone and siltstone bedrock of the Capistrano Formation. Groundwater was encountered at a depth of approximately 14.5 feet and required casing due to caving. Conclusions: Caisson excavation for the proposed improvements summarized above have been drilled to the depths provided for the minimum embedment into competent material in accordance with the approved plans. The caissons excavations are considered acceptable from an engineering geologic viewpoint for placement of steel and concrete. All loose material and/or water should be removed from the caissons prior to placement of steel and concrete. Concrete placement via a tremmie pipe may be required if standing water is present at the time of concrete placement. This memorandum is not intended to verify cage length or steel reinforcement and line and grade elevations for caissons is the responsibility of others and not verified by AG representatives. Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Pctcr Anderson, CEG 2596 ENGfNEERI(�tG y GEOI,OGIS'r - ,bPnnt 4rrd� 1000 North Coast Highway Suite 10 ^ Laguna Beach. California 92651 - (949) 371-3690 , p:inder:ioii@andeisongeology.com nderson eology Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: May 19, 2021 Project Address: 724 St James Place, City of Newport Beach Project: 20083-01 Subject: Observation of Caisson Excavation for Proposed Pool at Rear of Site Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) and drilling contractor (Drilco) to observe and document the caisson excavations for the proposed pool along the rear (east) edge of the subject site. Caisson C-1 has been drilled to a depths of 28-feet below existing grades in order to provide minimum design embedment into competent bedrock material. The caisson encountered bedrock material identified on the basis of regional geologic mapping as sandstone and siltstone bedrock of the Capistrano Formation at a depth of approximately 10-feet below existing grades. Groundwater was encountered at a depth of approximately 14.5 feet and the boring required casing due to caving. Conclusions: Caisson excavation for the proposed improvements summarized above have been drilled to the depths provided for the minimum embedment into competent material in accordance with the approved plans. The caissons excavations are considered acceptable from an engineering geologic viewpoint for placement of steel and concrete. All loose material and/or water should be removed from the caissons prior to placement of steel and concrete. Concrete placement via a tremmie pipe may be required if standing water is present at the time of concrete placement. This memorandum is not intended to verify cage length or steel reinforcement and line and grade elevations for caissons is the responsibility of others and not verified by AG representatives. Respectfully submitted, ANDERSON GEOLOGY CONSULTING. LLC. Peter Anderson, CEO 2596 _ yn+ F ENGN OLOC OLC GEEF �tip Y00EI.ITEIER[NNo � C}Fnet V w 1000 North Coast Highway Suite 10 - Lauma Beach, California 92651 ^ (949) 371-3690 • parder�oi�@ruiderson�eolrgy.com Field Memorandum Client: Ms. Linda Horioka c/o La Paz Poolscapes Date: May 17, 2021 Project Address: 724 St James Place, City of Newport Beach Project: 20083-01 Subject: Observation of Caisson Excavation for Proposed Pool at Rear of Site Peter Anderson of ANDERSON GEOLOGY CONSULTING, LLC. (AG) was onsite at the request of the General Contractor (Mr. Jack Locker, La Paz Poolscapes) and drilling contractor (Drilco) to observe and document the caisson excavations for the proposed pool along the rear (east) edge of the subject site. Caisson C-3 has been drilled to a depths of 31-feet below existing grades in order to provide design embedment into competent bedrock material. The caisson encountered bedrock material identified on the basis of regional geologic mapping as sandstone and siltstone bedrock of the Capistrano Formation. Groundwater was encountered at a depth of approximately 14.5 feet and required casing due to caving. Conclusions: Caisson excavation for the proposed improvements summarized above have been drilled to the depths provided for the minimum embedment into competent material in accordance with the approved plans. The caissons excavations are considered acceptable from an engineering geologic viewpoint for placement of steel and concrete. All loose material and/or water should be removed from the caissons prior to placement of steel and concrete. This memorandum is not intended to verify cage length or steel reinforcement and line and grade elevations for caissons is the responsibility of others and not verified by AG representatives. Respectfully submitted, ANDERSON GEOLOGY CONSULTING, LLC. Peter Anderson, CEG 2596 No.2516 u• CERTIFIED ENGINEERING GEDIDGIS'T �OF CALi�d 1000 North Coast Elighway Suite 10 • La,,,ona Beach, Cdifomia 9265I • (949) 371-3690 • ptmderson@midersoageology.com euomvmii�'uuiMlumrvwsgplunumiGlsuuoa 'HOV381N0dM3N d0 All031-11 d0 S33A01MA 03➢NOH111V AN N01103dSM ONIO11118 Nod S1N3W3NIno3N ANV 3NVM ION S300 NOIIVAN3 O wanioms i:GA i ]S901V8n1OnHis d0 dWV1S i • Ls-S d)(3 V8L£S ON vols1A10 6ulpgng 'goeae liodMaN;o 1410 aqI Aq swalsAs lejnpn13 a43;o aoueldaooe �eug OI loud 'paloanoo aq Isnw paluawnoop aneq 14OI4M saiOualOgap Ile Iegl puelsiepun I 's :sluawnoop uoilonllsum panadde aql 4I!M aoueuuo;um leleue6 w sl ainlon.4s aql Imp /quaA of abels uogonilsuoo lueog1u61s pea le sIIs1A alls paj p6aj aqI pauuoped aneq 'a6je4o elglsuodsai Aw lapun s1 pue anoge peleu6isep aneq I w04M Ieuolssa;ad u6lsap pasueoil iagloue io'I Z :uoµeAlasgoleinloruls egl;o a6iego alglsuodsai ui aq of jauMo eql Aq paulelaJ 1euolssa;oid u6lsap pasuaoll eql we 1 .l :abpalMou>I Aw;o Iseq eql of an4 eia s;uawalels 6ulMollol eql Ie4l aleloep I •paloe.UO3 slam Seloualagap pamesgo Ile pue `sluawnoop uoponllsum panoudde arp 4llm sail woo Alleaaua6 aim3ruls eq j UNOd3N NOUVANasso - s2U110NNis lVNld ❑ 'S39Vd 03HOV1LV NO 03nNUN00 i8Od38 ❑ :S1N3WW000NVS310N3101d3003AN31380 0 'S31ON3131d30 inOHIJM 0N9' 03AONddtl 3NV 3A08V CM4031-10 SW311 :Ja410 ❑ :eag30 ❑ a9gl0 ❑ aa410 ❑ pooM ❑ AmoseW ❑ slaued lea4g }nUEIN Jo pooM ❑ sweag apei0 NoaOlaalS ❑ 818JOu00 ❑ I /uuoselry ❑ elalO000 passauSaJd 'uogepunojleW ❑ 84al0000 1991S ❑ alaJouoO ❑ 9aIS'8S u11Doj leu0gu8nu00 ❑ 03AUBS80 31tl0 03AHaSE0 (S)NOUV30131VO1ON1 (Ioo ;oold SW°J S3WtlNd S11tlM N't+3HS SNOIltlONn09 (saxoq algeolidde vago) 03mai 0 SN01103NN00 ONV SINSW3131VNI11Ol1N1S 91VOIGNI 3SV31d :# 6aN / asuao.1 OS :# auo4d 1 OS :s ppV Ilew-3 OS :(OS) jaAlasgO. wnpwlS l aweN Ilnd O :# ri0940 ueld 13NO :# euogdalal s�auMp :(al!s wa; luaiaJ!!P )!) ssap��ptlAA6uplelp s,lauMO we 64l! 8 :# lluuad SNO :aweN joloadsul SNO :ale0 Uodaa :ssa>tpptlloalad podaM uoilenuasg0 le,n}onjIS OOZE-"9 (646) I Ao -eo4oeagjlo Mau MMAA 9169-899Z6 VO '4oea8 llodmaN 189L 1 x08 'O•d I anuO .laluaO OIA10 001, MOISIAIQ OAIIQ'IIIIg ,LIeiaW L2IVd:IQ .LR aWJ013AaQ AIINAIAUVOD HDV21g JLHodl 21N do A LID CITE' OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Add ss: ReportDate: CNB Inspector Name: CNB Permit#: B ilding OvuperN me: - Owner's Mailing Address (if different from site); Owner's Telephone #: CNB. Plan Check #: 94 Full Name oil,1tructuraI server (SO): SO Email Address: S Tel hone#. SO License 1.R r#: .% y� PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check aobiicabte boxesl FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS Floor/Roof).. INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: 0 Other: 0 Other; ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES: ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑'. REPORT CONTINUED ON ATTACHED PAGES. ❑. FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. 1 declare that the following statements are true to the best of my knowledge:. 1. 1 am the licenseddesign professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits ateach significant construction stage to verify that the structure Is in general conformance with She approved construction documents; 3, 1 understand that all deficiencies which I have documented must be corrected,. prior to final acceptance of the structural systems by the City of Newport Beach, Building Division, Q y 754 r'Inu 1, 40FCPX STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fmmst9muuniobsrr�iianR yort3lmirvawm