The URL can be used to link to this page

Home My WebLink AboutUntitled (3) INSPECTOR'S DAILY REPORT:OF COMPACTED FILL : Job Name Job Location •c',yi -I 'Job No Page of ----_,',,;iI.‘ 7'.,.,....-„..i..„, _, " i''' / p : • , , : .. 1.0 - R fl '11477y y`` ygY rr ;., General Contractor i .,I r Grading Contractor / Dater : Day,-of Week';' J. '� --vi ce Al t / / ` ." -,, ,.,- h �,.,� a/t �r�e Grading Shift Hrs. Contractor's Supt of Foreman 8 Signature Field Tech' -Hrs on Site_ . ,;,�. :.,-. ,<R'From1 'e - i.{ To Source and Desexiptions of Fill Materials l • r:-.'"--‘"s, , Approximate Fill Yardage •'' -01 r) jki �(4 IJ\ _2)N:;; ` ,, Total Req'd Placed this shift .: ,Total to date . 1 . j 7.�.' • , i3r ,,,, (I,tWe Weather Report Sequence No. • Test Test Elevation ' Soil Fill Test Dry %of Max Remark No. Location or Type Moisture Density Dry - Depth % Ibs/cu.ft. Density c. •r ' iL4�,10 • + t'. T" C ) 0:2 ,_ 1.,J a �'J a C,., t\cid``, IrCiCit, l.. ...0 . lit-..i ritY\ r r4f<ti,. . GS3'1P:. • , d = w> c - tr -• 1 ` "-'•s c lirt'•:x it"rt(.4H $ 1 i ik live>Rc�P�r?Ci? i ...s 8 4 ct -PP-4. -,�' &" i LJ>v'_t '�..1t"t �� `'` .4 ,:,)1&‘t7-IK‘ '..»"wT.;d.t. '` 0,'r'$'1 )�j,"tu'v tc-4 i °' -, "tea i r'R:li?''f 6.`S`' 'X tob - `rne�§ ;0..:,\j._..`w.ti..J, i:,::j� : 1,-.1..-',E ‘,4,-: , yi,�Ar�-1i,0 6,-, tL,c-tr`h", ;c'' t.<v�• �, ?r,,.. i ,a... ""i>:h vc,?.7 .. .<..V . ' Remarks (Describe•guipment.used hauling,spreading watering;;condition and compacting;also report thickness.If lilts.removal of poor soil insufficiently compacted,and comment in unusual events.) . l ta, t�,.,�a_ ..t,,�,.. 1,- t per._$ .::=.gig ,,,., ,�.: ,- , T tS .. lel 4 Sketch r — ° 0d1 .road . d.uyg.e.�. ...,., • q . vY RG ssae.•+w..... I .qt ti• t c • Copy to Client( ) Copy to QCI( ) CAL LAND ENGINEERING, INC. :w-.----~ Company Policy:Four(4)hours minimum Charge(Including travel time) y sµ Quartech Consultants, Incsby ;6-yy 10. K-SPECIAL INSPECTION , INC. 9746 Woodleaf Dr. Rancho Cucamonga, CA 91701 `\, SI Tel: (213) 382-8100 I E-Mail: ksi8100@yahoo.com INSPECTION Website:www.kspecialinspectioninc.com SPECIAL INSPECTION REPORT Datee,24 . City of: MCA-0/A- Permit#: Project Name: , COA)Po Address: /1'L f Contractor: if/i?' Off Site Fabricator: , Type of Inspection: ' '. l ❑Continuous ❑Periodic Date S M T W T F S Hours Type(s)of sample: Q'ty:required f c: Slump: Tempt: Mix Design# In accordance with Section 1702 of the International Building Code, special inspection has been provided for the followings; ' ,vj '�� t� � jam• 1� — ! i G �� / 41." r C L �• —'0 ' - / co '" • ' _ 1 — �. //i �� ✓ r Jer- _ _ Note: Pc / — �� Based upon inspections perfo nd o f m )subs ..• •ating re orts,it is our(m .rofessional judgement that,to the best of our(my) knowledge,the ithnspected rk wa pe rme. .•!ccordance wi , . ed ans,speci •.tions and applicable workmanship provisi s of the International Building o. Inspector's SignaturelWif�r /rtificate P. e:Print Full Name: .� i.��i�r . _ Number: /'cc ? / p4 10. K-SPECIAL INSPECTION , INC. 9746 Woodleaf Dr. Rancho Cucamonga, CA 91701 ',, SI Tel: (213) 382-8100 I E-Mail: ksi8100@yahoo.com INSPECTION Website: www.kspecialinspectioninc.com SPECIAL INSPECTION REPORT Date: l�� C�rGO City of: ke,A7 j/ Permit#: .° Project Name: 1�3J/ •Co[h Oc i `a lddress:45 3 Contractor: & 44- Ar -r- Off Site Fabricator: Zt- Type`of Inspection:r j/)4 f '" — ❑Continuous ❑Periodic Date S Hours Type(s)of sample: Qty:_Required f c: Slump: Tempt: Mix Design# In accordance with Section 1702 of the International Building Code, special inspection has been provided for the followings; GM , /LAiris: 6-A 7f MOWad/1, 11 — 5—Age•° O. sap- 66///'fl' Pack3e 57" tktikr iti,/( 3 /64- - -� �- ,s A ,. --11r .� «_i Ar ,1 `� Appr- ii / — — * �— As +- — — Note: Based upon inspections perfor nd o .(m )substantiating re*rts,it is our(my)professional judgement that,to the best of our(my) knowledge,the inspected wo wa pe o -+in a •rdanc-.' its the appr ed plans pecifications and applicable workmanship provisions of the International Buildin Co L Inspector's Signature: ! - Date:tel — Print Full Name: /".•/ _ . `i i.� /,6 Certificate Number: .'• , • SPECT�PR'S DAILY REPORT OF COMPACTED FILL :J.ob No - j - Page of --, Job Name •Job Location _. _:. � i dGs'l aVF �, _. &t.......6_61 - , .cal-? �- �gCC:PIJ�A.,. . • . • �� `Gengral Contractor, ,,.,''- Grading-Contractor • �• Date Day of Week- Grading Shift'Mrs Contracts Supt 1 Foreman 8 Signature Field\Tech° Hrs on Site. y: ' J • • • ' dc---* .. • Fromild•• q To!Q 44 • 'Sourott'and,. s`ot F Materials l �� Approximate'Fill Yardage • • ,.. . j �.. - '�g : Total Req'd Placed this shift Total to date _• ,- - ...;r•. ;' • 7 gu Weather Report Sequence No. y.. Te-s Tes _-- Elevation .. Soil . Fill Test Dry %of Max Remark • •.'., - .tion / Type Moisture Density Dry // / epth j % IbsJcu.fl. Density ..:- •""- •',, .. 00 Sl-t-< 10!if C 1 t?li):M (CCArn -- -6-, •• exa2.,e)-f igi i r' L667 _ ! = II •.- t�H- a 4 - 9 Iw o izzl, ig'. c,gr / r�: '_ 'L 04 fr -r i(C3 , A (6 . . : - - '''-: \ri7 kre , f ' (0/1% -. .4gV5 • 1C6(1ckt :r -pto qtArrn . Remark • $'. equipment used hauling,spreading,watering,condition and compacting;also report ,• . .,)k..• othkknassIf lifts;removal of poor soil insufficiently compacted,and comment in unusual events.) ,I' .-.. - ;P.,,,...., - \ ' c4 . i • ,,fi •Pilifigijr'`. . ----„ Sketch „„...,,,„, , '' ''1' .....' ..1 .- ”, . . - ::.N: - „ Z; " . - N...., . . + . - , ; Copy,to,Client(.,). Copy to DCI( ) CAL`LAND ENGINEE. RING;INC: • Compiry.polley:.Ecur(4)hours minimum Charge(including travel time) _N Quartech Consultants,Inc. by: . — • s 4-+' b33 S3 B 6tiLA ; -111 ,,_ �" �ANGELES REG/ONe_ Los Angeles Regional Uniform ,G j . DEPARTMENT OFBDILDINGANDSAFETY Code Program `..ON„ �+ .. oM Cone PI,C'' .° STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system,for general conformance to the approved plans and specifications,at significant construction stages and at completion of the structural system. Structural observation does not include or waive the res•onsibili for the ins•ections re•uired b Section 108, 1701 or other sections of the code. Report No. This re•ort includes all construction work throu•h Project Address:f r /(� —_ _.__da_ of ,20 Pa•e No. of u p! /�. f,�r� Ay{ v[t ; (AStructural Observer of Record(SOR): Phone No.of SOR: k ) Building Permit No.: Stru ral Obse ation perto ed b : G0wr•l EA 1..rfr1' 91 f:7f?-161, r Y Professional Lic. -eg.No.o Observer: Phone No.of Observer: M.% tt (9S.2 01 n . tf- 79-7 lk OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMESFLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION XL Footing,Stem Walls, 31 Concrete Steel Moment Fra ►a Concrete - T• f'”,I ❑Mat Foundation /MN',Lew 0 �'-sorry 0 eel Braced F . e 0 el Deck L 0 Caisson,Piles,Grade 0 Woo1•r .i Beams 0Conte M. ent ❑ Woo• t Fra.'ry • 13e�vd.w, 7 ❑ Retaining Foundation 0 them; Hillside S pedal Anchors 0 Masq.ry I all Frame ■ • ers: x'� t f:•» ❑Others: I ❑,Others: / NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path:(A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the building officials.) /lifen.! y 4 ` • I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF LOS ANGELES. � � �'z c3 ��:`_ /4, /' rs- 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER co ��(' L g%f MY RESPONSIBLE CHARGE; HAS PERFORMED THE REQUIRED SITE VISITS AT EACH u `"j' ' SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL n No. 12/31 / -71 5 CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; Exp. 12/31//9 1*'� 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED � ¢`� ABOVE; �(, �C n4'-/H 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE CITY OF LOS �� ,,� ANGELES BE WITHHELD UNTIL ALL OBSERVED DEFICIENCIES ARE CORRECTED. _• _ 3-�/-11 SIGNAT RE OF STRUC iRA OBSERVER DATE STAMP OF STRUCTURAL OBSERVER) IN/Form.06(Part 1)(Rev.1/1/2007) / . • - IINSP,ECTOR'S DAILY REPORT OF COMPACTED FILL Job Name \ \ Job Location k) < 'Job No Page of AP t' *la b(YR-CYA OA— —IDCAIICI\ 68( 'I I,65E----( ' General Contractor �.J Grading Contractor / Date f Day of Week _�- o Grading Shift Hrs. Contractor's Supt of Foreman&Signature _ ielld'Tech'L.�----Hr. on Site ��J _------7 �__ From f_.To[O: tis-!• Source and Descriptions-Of Fi�Materials Approximate Fill Yardage /f , % Total Req'd .Placed this shift Total to date f ..-••• • / o // - '' Weather -. Report Sequence No. (.. Test • .-"' Test.--' Elevation Soil Fill Test Dry %of Max Remark No. Ldation -''-J--,V• or Type Moisture Density Dry / .,.-' /' �'' ter' Depth % lbs/cu.ft. Density //-_,,.. 7- / L C),n ';h_s of C(kc�VA' a4[& ✓ -��.�.--i, , • L/C 55 SE..- 1C.rt Pc fl �,L a h-�&�- -sti/4 -- :.116, ��, � doi b I/ (7x-cc: i 10 4-[ )(- 4-c;'T�-JI/ :9 .u( 'ti``�,.,1t, • C_ C��;3�--: I� /1 _ 2-xc i t kall�r0 ' "�"e' I -d --1 1hl 0 C :LK!1A,\'C-1'?- itil 1,6 i _ I -V-1( 4.C dila, ci ,. ,,t��w--:-' - 1 J 1t 1 . ., 1 � , 1 _..__-_S--....a., if . / ' _ _ • Remarks (Qescribe equipment used hauling, spreading,watering,condition and compacting; also report . thickness if lifts, removal of poor soil insufficiently compacted, and comment in unusual events.) c, kms ; a_.,_ . �,:_ _ __ fq �- �A 61,---- ---- 11 fr`:.' ..��li '-.--5- k_., 8i- f =•-. .7.7 - s'"C' l ,a 11 , - __ - .....r. - - . . 4ti°i I o n • .. 1 ` L--- • Sketch 0 it yJ a ,,sem._ IA 14.= .. Copy to Client( ) II) Copy to QC!() • Company Policy:Four(4)hours minimum Charge(including travel lime)�e`i CAL LAND ENGINEERING, INC-!_.�------•- "y�J.��<.'' Quartech Consultants, Inc by: _ _ "` ' _ -_ _ - _ - ___ _-_�-___ --_ ___ - - - - - - _ _ l J' _ __ _ - _ _ _:�:�- •-- c _ INSPECTOR'S DAILY—REPORT-OF—COMPACTED FILL Job Dame ,- Job Location )l 'JobPage of No a ° _ ,��w., ' I! �,A r �, .:1,..„... .,s___. - , ' e t c , @ ,I6 f;�) "General Contractor .. t Grading Contractor Date ` Day of Week ',-...jk.0 .4° Cyt, `�-€k'" e.:_at • Grading Shift Hrs. Contractors Supt.of Foreman 8 Signature Field Tech Hrs on Site ,! �� `@, �'.;=.,.' ,From ...,-,.�";To(---JQC.J,: ., ,,,,• e _ Source and Descriptions of Fill Materials f( Approximate Fill Yardage r A,, I:142-(NY. ( 1 4.---",...,-,----, ~\t`y f`C i S r..ti'( ®'"F, g �i'/ ~�';P� f�C:. Total Req'd Placed this shift Total to date i) E . Weather Report Sequence No. Test Test Elevation Soil Fill Test Dry %of Max Remark No_. Location - or Type Moisture Density Dry • Depth % Ibsicu.ft. Density .„-, f 1„, �' ✓�..r.-r,."'�.- ( „f11 ,») ------A,-q---) .-; ',.�'�,-) Bim`,--i, '-- v °�'" '`-�f �, I- i.K•\ 4 ,.,....v ,�?^V - /`�P ,--- � f'' r kt,..d „,-""off, ' J , 1---)--; �lr ),--fi ib p .., :.i)..\�" ---- N r''K c 41 S. r` p,r " t`" Y;_ Ar ' {`0 .. = �. i \� s ! rte--- ''YI 6 .!P.;i-v-=-:).:;44/(.•..�.'J b. �'. _.r- �. ' meg-- _ I f V-'-'-.:< (_I. , r 0,440L0- ' .''c `1( -') 6°�i.'�`.( Ptd{f ?4 ,�+ y- • .",! d ( / )(` � R w" l J t PU y. iii r,7 tf /' t , f • � a 3f . Remarks (Descries equipment used hauling,spreading,watering, condition and compacting; also report thickniiiiis if lifts, removal of poor soil insufficiently compacted, and comment in unusual events.) • • 3 '' ` y, a :_ �. _=i Y x ; [ ii -- ,f _ • III f 1 it fr f fr '1 1"1 • U 11 Sketch _ _ �, i_ ! _IL ,1-4' (' �;--- - s �l'itT.°}5 i id^'!`• e �,lAat g= 1, ; q 1 tr, J li i 1 11! r rIii n�ti I ,`( i Copy to Client!O Copy to QCI ( ) _....'_-'-,� ' •' CAL LAND EMGIItiEERING, INC-.---------, „, Company Policy:Four(/)hours minimum Charge(including travel time) -.'` ` -,----•. .-------c----7"-• --::1----7'./~ ? Quartech Consultants, Inc. by:-- ^�� Yf INSPECTOR'S DAILY REPORT OF COMPACTED FILL Job Name Job Location 'Job No Page of ' c1 f - y •t F� General Contractor Grading Contractor Date Day of Week Grading Shift Hrs. Contractor's Su t1 of"Foreman 8 Signature Field Tech. r Hrs on Site \! %P .)-r . From 6::c.`J To\ti`"W Source and Descriptions of Fill Materials '� (4` I 0`�\ Approximate Fill Yardage t• \ilL- , f to \ Nw� 5) til -3(1\4\ CH , ' Total Req'd Placed this shift '- Total to date l 1 -7 `) ,^,c Jr Q l7'4 -c.1'.,', AVM.. 3 4 Weather Report Sequence No. Test Test Elevation Soil • Fill Test Dry %of Max Remark No. Location or Type Moisture Density Dry • Depth % lbsicu.ft. Density i „4s_ +, (lam .17--.\,--0 ,,,,'z--..„ S',-\ l4 ( :`� �'y .t v �, ,---, (x-,s-,,,,k —c---'1-\i:, cup�• �1� Vii°` l.I V)("--mc 1`x+3 ' -•;.:i`-' 1°`r" ‘‘,...., t Cl., ',t•- ` fv1St. !u' t`, . s%Nt-t. 1-• { - ""')(,3::•,',, t,,)- -r--\Nk� :(si,:..r Y c'V,_ei A '1—. E'i •".:.1•`1' s„.cv T ^ `., \ r'. ..r(4.,u, ,,'o,( �i A ''-ii', v✓Ar l ',), t i . t• RNs+. • `:1 v - :�� `,,;,)`i ... ,.> ''''\ ",.,' 'J e <-o' -t” 0 ----,-,c:;::,, . y.,\,';' 5.\f,,,;,,,1)1,.,:,::. --. c,� -i�' i'=�j'15v.S"�ti�`i1 ,Z�1 ;�G k,\1671 \ l �•..��' t"U�' g�\, 5 ,��-j1�12�c�,irw� '10)�^C�t NAfd C�,,, cic'}aC�'h;,OC\. ., Ni, ..) I Remarks (Describe equipment used hauling,spreading,watering, condition and compacting; also report `.- thickness if lifts, removal of poor soil insufficiently compacted,and comment in unusual events.) `sem )')- .- . , ' `"- -. z.--.1_.,—.--__,__,,.._. ...4 .- .. -_ = "« 1 `N. - Sketch `2) Ii ( . c'`�v • -,,,,, [. .,;f4 1 ,,-k."3 /jam ,, , . - \ 1.1 t Copy nt( CompanyPoliay Four(4)hours minimum Chamy to�nCci(di'g travel timet CAL LAND ENGINEERING,INC. �J� ,'� Quartech Consultants, Inc. by: 3 „ 1#-,° 6353 ---. tisA1'4 min©. .- GrG Es Los Angeles Regional Uniform LAR LJCP DEPA9Et�'T OF WILDING AND SAFETY Code Program . (1N,.... DoE��ROs. RTF STRUCTURAL OBSERVATION REPORT FORM . STRUCTURAL OBSERVATION means the visual observation of the structural system,for general conformance to the approved plans and specifications,at significant construction stages and at completion of the structural system. Structural observation does not include or waive the res.onsibili for the ins•ections re•ulred b Section 108, 1701 or other sections of the code. • • This re ort includes all Constriction work throu h Report No. Project Address: f da of 20 Paoe No. of �/ r Structural Observer of Record(SOR): Phone No.of SOR: Building Permit No.C t � N Ave( `r;f sr r� 5) 60,..1,‘I i41-75). 4 n _7 z-) Structural Observation performed b : �al Lic./Reg. of Ob”`f _! S ( �� _ 9�, 1 Y Professional Lic./Reg. o.of Obs�Fver. Phone No.of Observer: `"I AL /-. Fo, 1311;(A Coq o O 1 +9 471-744 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS , ELEMENTS/CONNECTION FOUNDATION WALL FRAMES FLOOR OBSERVATION LOCATION Footing,Stem Walls, /E,Concrete . ! LSteel Moment Frar 0 Concrete oo, ❑ tt Foundation ,/ 0 1 sonny ,/ 0 St el Braced F)me 0 Steel Deck >. Ault-1[4,f, � � j ❑Caisson,Piles„Grade 0 Wood Beams / ❑Con ete 4ddment 03Wood Fram / ❑ Retaining p�undation ❑Others: ° Hillside Special�Anchors ,/ 0Mas hry all Frame 0 Others: 7,ithers: 4/Others: NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path:(A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the building officials.) I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: _ 1. IAM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE �i CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS7<<f)k..\1\i ' OF THE CITY OF LOS ANGELES. AV f;Z,y, *�•• z 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER i �Vv GGA •�° MY RESPONSIBLE CHARGE; HAS PERFORMED THE REQUIRED SITE VISITS AT EACH d L d ' �"� SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL. cG CO o. C�52�/ i 4�iii CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; r ;' 0,-.t Exp. 12/31/g k„-,,s 3. ALL NOTED DEFICIENCIES WHICH,REMAIN TO BE CORRECTED HAVE BEEN INDICATED �1 ABOVE; ��'� G'I�r 41�� 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE CITY OF LOS LSF a ANGELES BES WI HHELD UNTIL ALL OBSERVED DEFICIENCIES ARE CORRECTED. � j SIGNATURE OF STRUCTURAL OBSERVER DATE STAMP OF STRUCTURAL OBSERVER) IN/Form.OB(Part 1)(Rev.1/1/2007) INSPECTOR'S DAILY REPORT OAF COMPACTED FILL • Job Name .� Job.Location, 1/ q Job No Page of r. . .``�` O df'7/ \QA1/14) Com`-'( y , f )11.-9-020--\ "( General Contractor '�.,,/ Grading Contractor / Date , Day of Week Grading Shift Hrs. •-""f"h, Contractors Supt.of Foreman 8 Signature Field Tech: rs on Site - ��r'n / 1 • ,= ' L--"'1 -f- �'/ A, ../c2,":7_,4_,.•--5.4::.'.- _From` X:.<•y- To.`r,`-.v _ -,. _Souice and Descriptionsof-Fill Materials ! ' Approximate Fill Yardage `f1 / ; Total Req'd Placed this shift Total to date . / ----------) �- - � __---- � _ �� , Weather Report Sequence No. r /7 Test .r-'` Test i f r Elevation Soil Fill Test Dry %of Max Remark �No"" Location /d — ��" Depth\ // % ff .Ibs/cu.ft. {> 1}f�Densi(ty� ff� f . �,/ _r - �.--��-� { a < J 111.r�G 3f/, 'L -'J 4��,�-r\� j /, ,0 F • 1.-.-f 74-L3 (2c'74i'.6.<rt rc";_%k o l7' X*1�'7'V� C.�.1;` C r -✓ ,,' r (114-6 \1'C'' ui L l'. ) ('J t Ii i'- (,' ~ C... (ii o( 1 f rJ..9„A-- c�it(/'C I), CL 0.411 _ t' �'tcr ��•(hCr' __-=) • i ' di ,) 1c Etat a� f ! "c i �..�/,Q1E _1 . ' I _.'sirs --.1,.f. 1 . .1 )c--, ../ (J,-,::),),,iy-,c / ., ti `.a_S"` -4 c._(J,�AJif 7 - fI , Remarks (Describe equipment used hauling,spreading,watering,condition and compacting; also report thickness if lifts,removal of poor soil insufficientlyicompacted,and comment in unusual events.) V .''�-, Jar 1 N- fes--. c-, r' \4sr' w17 pp,, p ."\` r(/ r~i, o ,/fit'."i> ,� s W`.''. Sketch :r, ,-=` 4" ` ' ,/ x`` ) \.',' 4,..:\ /7 • i ,.,—,,,, .,-, � ' -�, s c '� � , -,' - r f . �.. r,, fi 4�� . -""-'-•9- -'y-_.�.....__�:, ..»--,r.v�'~ ice. ,� , . . _. .. Copy to Client( ) Copy to GCI( ) -�-'"'"--, t_ CAL LAND ENGINEERING, INC. —17 '��_,---_ -.. 7 Company Policy:Four(4)hours minimum Charge(including travel time) �� _'= Quartech Consultants, Inc. by: -- -- ? ptiE-,,.Rl.o,a- ki-(LAR UCP, C I —CY, O F C 'D CA- Uniform Code Program Uniform Procedure 1-7: Special Inspections SPECIAL INSPECTION REPORT • DISCREPANCY °CONFORMANCE All discrepancies shall be brought to the immediate attention of the If work conforms to approved design and code requirements, submit this Contractor for correction. If corrections are not made in a timely report to Building Department and copies to Contractor, Engineer/Architect manner, this report shall be used as a discrepancy notice. Submit of record and Owner no later than the business day following the the original to Building Department and copies to Contractor, conclusion of the special inspection. For inspections greater than 5 days Engineer/Architect of record and Owner. duration.submit a conformance report at least once every week. This is a: • Progress Report • Final Report Report No.: Page No. of Project Address: Description of Project: 0(e)S". , 1ST AVT . • Permit Number: Owner: ArchitecllEngineer of Record: Contractor: st 62 , 709 0106 (Lut ) =� Full Name of Special Inspector: City Registration Number: Company: Phone Number: i a� l u t` ` s2S C>1I iKrk?N y,�sf. 41 poa7ao3 , Type of Inspection: • Concrete • Reinf'd Gypsum Concrete • Structural Welding • Excavation and Fills • Reinforced Concrete • Insulating Concrete Fill • High Strength Bolting • Piling, Piers and Caissons • Prestressed Concrete • Bolts in Concrete/Masonry • Spray-Applied Fire Proofing • Smoke Control • Shotcrete/Gunite • Structural Masonry • Other e • y Time Time I Date Arrived Departed Description and Location of Work Inspected •-' 1 L[oo 3 0V - • , . ...4.3 • _ 1/..�54 1 Wo've to Rte, .,r, st. . ri;.f pn prd g" S.J 3 '# 1!ot ct otAi-a,E:9 ti.y 11-2 'JN •y Remarks: I InrS )J S X P ,1-4--p I HEREBY DECLARE THAT THE FOLLOWING IS TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM,OR MY COMPANY IS,RETAINED BY THE OWNER OR THE ARCHITECT/ENGINEER OF RECORD TO PROVIDE SPECIAL INSPECTION FOR THE WORK COVERED IN THIS REPORT. 2. I HAVE PERFORMED THE REQUIRED INSPECTION DURING THE TIME PERIOD AS STATED ABOVE. 3. THE WORK COVERED IN THIS REPORT IS IN CONFORMANCE TO THE APPROVED PLANS,SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE,EXCEPT AS INDICATED OTHERWISE. Signature Dat , 1 C AjGGi Tr.({i•pyF�'�ii"w (AR UCP) IV O Izc0,p� Uniform Code Program Uniform Procedure 1-7: Special Inspections SPECIAL INSPECTION REPORT • DISCREPANCY O CONFORMANCE All discrepancies shall be brought to the immediate attention of the If work conforms to approved design and code requirements, submit this Contractor for correction. If corrections are not made in a timely report to Building Department and copies to Contractor, Engineer/Architect manner, this report shall be used as a discrepancy notice. Submit of record and Owner no later than the business day following the the original to Building Department and copies to Contractor, conclusion of the special inspection. For inspections greater than 5 days Engineer/Architect of record and Owner. duration,submit a conformance report at least once every week. This is a: • Progress Report • Final Report Report No.: Page No. of Project Address: Description of Project: _• • Permit Number: Owner: Architect/Engineer of Record: Contractor: Full Name of Special Inspector: City Registration Number: Company: Phone Number: j N*413. t /t }p o -7a0 3 T-0, 70r4.3 719• Le,t7 , Type of Inspection: • Concrete • Reinf'd Gypsum Concrete • Structural Welding • Excavation and Fills • Reinforced Concrete • Insulating Concrete Fill • High Strength Bolting • Piling, Piers and Caissons • Prestressed Concrete • Bolts in Concrete/Masonry • Spray-Applied Fire Proofing • Smoke Control • Shotcrete/Gunite • Structural Masonry • Other Time Time Date Arrived Departed Description and Location of Work Inspected 50---y�° O ;ov Pox 7 satda' tApO,t) of 1 I i o -fo P o? co-tic W ii-u, aE S •? it 't-o s(ok o F wvc . w kU Fox p ec. M a y 3 �n • o 10/CZ" pt't-r&SED A)2 .1• pa-Ja Remarks: i P Po teel" 1',c r Leo _ C,ri WA.4e-5 a6,4.peZlo✓4 CA-4 !/e. s I HEREBY DECLARE THAT THE FOLLOWING IS TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM,OR MY COMPANY IS,RETAINED BY THE OWNER OR THE ARCHITECT/ENGINEER OF RECORD TO PROVIDE SPECIAL INSPECTION FOR THE WORK COVERED IN THIS REPORT. 2. I HAVE PERFORMED THE REQUIRED INSPECTION DURING THE TIME PERIOD AS STATED ABOVE. 3. THE WORK COVERED IN THIS REPORT IS IN CONFORMANCE TO THE APPROVED PLANS,SPECIFICATIONS AND APPLICABLE WORKMANSHIP ROVISIONS OF THE CODE,EXCEPT AS INDICATED OTHERWISE. 4-T ignature Dat ,4 V9746 K-SPECIAL INSPECTION , INC. ,�� 9746 Woodleaf Dr. Rancho Cucamonga, CA 91701 213-382-8100 E-MAIL: ksi8100aa®gmail.com INSPECTION HOME PAGE:www.kspecialinspection.com SPECIAL INSPECTION REPORT Date: 09l020/3 City of: AreAd is . Gii Permit#: bon-0.4"O <W7 Project Name: C6vidamiiiium Address: 6441 ._ 68,E Ai. III k'e Contractor: SIMM Caf tUdiion lAtOff Site Fabricator: k e cIvrlrr mel Type of Inspection: _a` r-�` _ 7 ❑Continuous L 'Periodic Date S M T W T F S Hours Type(s)of sample: Q'ty:_Required f c: Slump: Tempt: Mix Design# In accordance with Section 1702 of the International Building Code, special inspection has been provided for the followings; t/er'1-ge -M?e p)ettone, of '.3 "elver'', 4g/a "e c. e 191i' ad �o1/ CPm'r as' , er .bar' / V2rf-f led re: rcin9 she cl .4r sloe, 9J2E lap, / 1'7u1 Ind tzle. rovi ces Ot frz ' -the irem-Forcir c d ee I rya s-/IA ,ons r /2 ")-hick CMU Wills ( rlri I line 2.Y )e'/ti/Peii lines 8' F ard wee" I ries 3 4- by - he hod/ lira h-P-I- tiln ll Gid per npprtm✓P- d e-hi;/ r-fu r/-/r -hu-lol/PGI .45 yen/. rear t' /6 "®,c is.91alied (Z)--#4- horiz.. re/par 0 /41/p.c., Note: Based upon inspections performed and our(m )ins.• .ntiati v e.orts,it is our(my)professional judgement that,to the best of our(my) knowledge,the inspected work w. .- for. -' accorc�nce wit : ..proved plans,specifications and applicable workmanship provisions of the International Building C .Inspector's Signature: i -• A Date: DU/i,I yob Print Full Name: ife't, Certificate Number: d9232 REGISTERED DEPUTY INSPECTOR'S (-.41100,1)i(-.41100,1)D�� CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY Address Q I 6�5 N' 5-t Ave Date of Certificate Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete ['X] Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor [ ] Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed I O to 5 e v'v2 �v,t 1U`wj r0,t � I t i to 4�l r r'J 1 tet—CD r [es1 ©.4: i4;t' e 5z(7kto✓v\ Vim" Size of Structure Time Arrived O No.of Stories Time Left Job �v PM Conc.Mix Design No. P.S.I. Ll- coLt e�-�y o 14 / 43. .2-(5 Registration Number Employed by: Lab: Independent [ ] Signature: Registered Depu ilding Inspector: Print Full Name: Aj Cell phone number: 7-1.5 Z.Z- ..°I.6 E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org Arco\ c) ‘ O rImiiii`" REGISTERED DEPUTY INSPECTOR'S --- CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY Address 6151 .— b 1\1 ,16-1. "o A AveAVQ Date of Certificate 6 Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [}c] Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor [ ] Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed c7\2Seryea, cVr:1\:�. c.l c% .-iI<ir“i 8+ (IL NS it r,• aw&e—ter o) c, <<z S 5 e c.,-t;o v. `c c , wog l I-, Soo v5�I coy,cve-fe vk-5 —€G -C ' \tle6 Size of Structure Time Arrived -- 00 A M No.of Stories Time Left Job `` ® eM Conc.Mix Design No. P.S.I. — G cx Registration Number L� t-t/ O 6`6 414/5 CC 62-156,5-7 Employed by: Lab: Independent [ ] Signature: Registered Deputy Be i g Inspector. Print Full Name: Co Cell phone number: 1.13_ E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org L•LA(cm,"D BS REGISTERED DEPUTY INSPECTOR'S --- CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY Address 6.'8/ /`✓ ' n: ! 7 Date of Certificate AI Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [X] Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor [ ] Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed ,#itl4.40/24":": a�iP '.�� ep, 6—MI/� • Size of Structure Time Arrived No.of Stories Time Left Job Conc.Mix Design No. P.S.I. Registration Number L-4/ 1/A/01' Employed by: Lab: Independent [ ] Signature:+ 'r� 1 Registered Deputy Buildin• nspector: Print Full Name: >> Cell phone number: E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org ArceAr ;cA toms SLAD BS REGISTERED DEPUTY INSPECTOR'S CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY Address `b l — S 5J N 1.5-r �` Date of Certificate —7ii© /z"d s Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [ ] Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor [Xi Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed .�sy�Lc e X w.6,f;on►-1 bloc.k (v 4-+ . . ( co'. 5 e,) 0‘,5 A'r �v." c144. krelvcr CC,(-ANT ter vv -r tn, Ck'fl)r c VC e 0\1\ uZv� c912 -t-c\ k/GMLAj 21c , S/c_muk Size of Structure Time Arrived No.of Stories Time Left Job Conc.Mix Design No. P.S.I. Gut•-tolsy-t4 11 CC gzi9t' 7 Registration Number f Employed by: Lab: Independent [ ] /tea Signature: Registered Deputy B ilding Inspector: Print Full Name: 61. e-c\ � Cell phone number: 452 7-Z0(J� E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org rt s REGISTERED DEPUTY INSPECTOR SILADBS • ,. CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY - 77, Address ` , ' `' . `' `'.f �`' '2 '''"7 Date of Certificate . --' t Fabricator . Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [a;;] Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor [ ] Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed g,�it s -�,�-,,.t., �✓ `)�'1�7'" "/=F'. ..`'; Tr:'` �f r/`� J`! ;ri'% r,. Size of Structure Time Arrived • No.of Stories Time Left Job Conc.Mix Design No. P.S.I. Registration Number " M `,-) - 1 Employed by: Lab: Independent .f' Signature: -�frr .' i' Registered Deputy Building Inspector: Print Full Name: f :' . Cell phone number: ' " E-Mail Address: • DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org 4 eel r• LA(?limi9 D Eft REGISTERED DEPUTY INSPECTOR'S r u _ CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY �8 /.�� _A-- Address Address /, �� 1��Date of Certificate /�� Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [X7 Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor [ ] Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed �y 5 "7 ` 1J r r . .'i /D • / !A- Size Size of Structure Time Arrived - No.of Stories Time Left Job Conc.Mix Design No. -— P.S.I. Registration Number '4',/i749/.//,T Employed by: Lab: Independent [ ] ' Ar-d° Signature: , - Registered Deputy Building Inspector: Print Full Name: Cell phone number: / ///852 E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org ArCcA LA miiiio D BS REGISTERED DEPUTY INSPECTOR'S CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY /2_o Address 6— 4— Date of Certificate / i i s 65l 6g 5 1N1. i s-t Ave. . Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [ ] Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor PA] Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed pJ.AA.d\S a c Area c.Sovir.f 6\oc.VG wolk1/4. 11 j-i( � t \4-t i-4- s' (AAA'',C�V ��1t CklAcK V2�vck( co Wbl. y J' +L ct l rpf� le d veck av\ r V cr AEA..l 1 ��Ceul�� -y/C I�lu '� 1 W/,MLA 1 1 Size of Structure Time Arrived No.of Stories Time Left Job Conc.Mix Design No. P.S.I. Registration Number L\ (ouv.-k/ 0 I 4.4 /1.0 C SZ I SE4i-1 Employed by: J Lab: Independent [ ] Signature: Registered Depu y Building Inspector: Print Full Name: �e Teinj Cell phone number: `Z— p E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org .. .. : ,--.-• y....- -,-.- • -' - .. _ I. 4LCAILIFORN-.1, ":;;;',,- 6A, T,..:',: Kk D ',...-L1-,:Cti:::fiti-cill 1 ,,,,,----641 03 201,8e„, ---4. z, .,,,•,- - "fr'...,'"1.•L''---1-,7,----'',..Mt:4"' i ,,..=;-• -- 1.,-+;,'-uOtkG ....• :,'•'"-';',. 7--• : - -:,-r GEO1kGE'vvioNtslE-- ! f.;4'"'^1.;403a.iiiii*AY'.fk.nVAi.23:. !:CLILVEFC:c117-7,-, 1.;:,-_-,--L----- fi'fi:-.:-::: , -;:::,=.,:-:•7-7-:-.:-:' . 63/19.8.1 I 1, dig •' ." .•` >-1 b s / . - .. ( , . a, s_ EXTERIOR OF CARD CERTIFICATIONS HELD ICC 1 i , ARE.FOUND ON THE ,b 2 z ,7,40 i 257 1 ,i " REVERSE SIDE OF THIS il CARD ) awry c-FC-DSAMELES . i 1 ,i,.....,-. ,!.z.„Li%i•• ,.•,':., t i" '..\ '''' A CEPARPUKICmV0314 CERTIFICATEOF 11 kEdISTOAlipN . BuLI'D4/Emp.NT,CFs4Fa..7),D (Sct I .1 i'l:.; • --.--'", SPECIAL INSPECTOR , .1, • - •,...- =No.: 01844 ExOfration Date: Iil !F. 1 i Teng,George 106/30/2016 j 111 I 4c0u35/3eMr cidiwva!CAAV9e0n272 13i (213)822'2018 „ )1 I 1 SPECIALITY: R C 111 P W M 0 W . - — Jarrod Williams Inspections P.O. Box 974 a Rosemead, CA 91770 I>taspectiOi0 (818) 601-3393 • Email: jarrod.williams58@yahoo.com Job REGISTERED INSPECTOR'S DAILY REPORT "° Date� • TYPE OF 0 Reinforced Concrete 0 Structural Steel Assembly 0 Quality Control INSPECTION 0 Post Tensioned Concrete 0 Fire Proofing ❑Other REQUIRED 0 Reinforced Masonry ❑Asphalt 213 Epoxy Job Address ` /I /v /✓J/ y/l %S 4 / City /)U`/]&1`g0 J� Job Name Permit No. �JIssuedBy ,,/f c d 0 I�] 0 Type of Structure4.7--- Architect Material Description(type.grade,source) —e0A y Engineer • S/MCs _5.61-- x ` � ,7� Contractor Inspectors)Name V L/n?``Q '( Subcontractor 12rz�o w/Lc_�.2-y' TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY—LOCATIONS OF WORK INSPECTED.TEST SAMPLES TAKEN..WORK REJECTED.JOB PROBLEMS,PROGRESS,REMARKS,ETC. INCLUDES INFORMATION ABOUT•AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED.NUMBER.TYPE I IDENT.NO'S OF TEST SAMPLES TAKEN:STRUCT.CONNECTIONS(WELD MADE H.T.BOLTS TOROUED)CHECKED;ETC. g S oo g�� 4e7(--( ecu g T V p6-'"'c $-/' "X( g #- pp A L L hzo 1.. 1-0,,, f o r/ y6zi,iz 7-7..) e 'o /stew k 7 I: 5 2 ,5-- 'fes' y c X 6C,9rG2 -2.-74 u • CERTIFICATION OF COMPUANCE CONTINUED ON NEXT PAGE 0 PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE AU. OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS TIME IN TIME OUT REG.HOURS O.T.HOURS CYLINDERS WORK TO COMPLY WITH THE APPROVED PLANS.SPECIFICATIONS.AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. � 90, All inspections based on a minimum of 4 hours and over 4 hours-A hour minimum.In addition,any inspection extending past noon hour will be an S hour minimum. *NATURE OF REGI$TEREO INS CTOR.5'v . 2 � eC• Approved By SPECIALTY NO AGENCY Project Superintendent WHITE•OFFICE. CANARY•ACCOUNTING COPY, PINK-INSPECTOR'S COPY 025Jarrod Williams Inspections ° P.O. Box 974 • Rosemead, CA 91770 " Z pion° (818) 601-3393 • Email: jarrod.williams58@yahoo.com REGISTERED INSPECTOR'S DAILY REPORT .� date --I? TYPE OF 0 Reinforced Concrete 0 Structural Steel Assembly 0 Quality Control INSPECTION 0 Post Tensioned Concrete 0 Fire Proofing 0 Other REQUIRED 0 Reinforced Masonry �^ 0 Asphalt Epoxy Job Address / I v Til��J f/cr CityIc a-t ' b' 9 c Job Name C. ` Permit No. poo LA 4.<5. usd By ^ cell)1kg • Type of Structure Architect �7 Material Description(type,grade,source) e-4,7„.), Engineer • Contractor • Inspectors)Name 4ez.ez,� v I I . f Subcontractor TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES i-- . INSPECTION SUMMARY—LOCATIONS OF WORK INSPECTED.TEST SAMPLES TAKEN..WORK REJECTED.JOB PROBLEMS,PROGRESS,REMARKS.ETC. INCLUDES INFORMATION ABOUT•AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED.NUMBER.TYPE i(DENT.NOS OF TEST SAMPLES TAKEN:STRUCT.CONNECTIONS(WELD MADE H.T.BOLTS TORQUED)CHECKED;ETC. r--i J 0 a 5 6=cz 0,0 o I✓d- 7 # ' p'_ s /n i g/K/5C l4 r / 2 S/g" /4-« ?'/icz- r '7 Y'/y 'rX / 'r C /7t�t eff Tj C�,.�—t G�c1i1WJ C t v-a—k L,".76-7. )‹`T e�jX`Z 1.-2-5,-,0 S Y- t 7( P L.Vrtz )ty • • • CERTIFICATION OF COMPUANCE CONTINUED ON NEXT PAGE 0 PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE AU. OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS TIME IN TIME OUT REG.HOURS O.T.HOURS CYLINDERS WORK TO COMPLY WITH THE APPROVED PLANS.SPECIFICATIONS.AND APPLICABLE SECTIONS OF THE •• FINING BUILDING LAWS. r5 ci' All inspections based on a minimum of 4 hours and over 4 bows•8 hour minimum.In addition,any inspection extending part noon hour will be in 8 SIGNATURE OF REGISTERED INSPECTOR hour minimum. _-4 Z YZ'5 Z CL Approved By SPECIALTY NO AGENCY Project Superintendent WHITE•OFFICE. CANARY•ACCOUNTING COPY. PINK-INSPECTOR'S COPY 02:5Jarrod Williams Inspections ° P.O. Box 974 O Rosemead, CA 91770 tItsPectiOno (818) 601-3393 • Email: jarrod.williams58@yahoo.com REGISTERED INSPECTOR'S DAILY REPORT JobN� Dat 3.i) TYPE OF 0 Reinforced Concrete 0 Structural Steel Assembly 0 Quality Control INSPECTION 0 Post Tensioned Concrete 0 Fire Proofing 0 Other REQUIRED 0 Reinforced Masonry 0 Asphalt -i poxy • Job Address J(p J rr�S( fr v city ^� 0/ Job Name Permit No. ,IIs ed By _ !'do dVG 92? �1�441/4a/et Type of Structure L(c gr-5 Architect • Material Description(type,grade,source) 1,794„x Engineer • Contractor sIVN es .�� Ss i _ Inspector(s)Name fieA•ci r(c. /;,— Subcontractor • TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES r � INSPECTION SUMMARY—LOCATIONS OF WORK INSPECTED,TEST SAMPLES TAKEN..WORK REJECTED.JOB PROBLEMS.PROGRESS.REMARKS.ETC. INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED.NUMBER.TYPE&IDENT.NO'S OF TEST SAMPLES TAKEN:STRUCT.� CONNECTIONS(WELD MADE M.T.BOLTS TORQUED)CHECKED; ETC. e 5- p/{�- q ,d vocJG'G.s f'7 G`.f/J' i v�S 94AG 4\ /4_5-- OoL.j cc -S . rte .a • M. //X $ r ! Lc .ecc-.) ,oA0.2 Kio, -t /' ,4•c J j !c / 2 r` PAL1 r /v 2 C. /. p (Ald.'6 WA-c - jr 4-')(7-egi o • • CERTIFICATION OF COMPLIANCE CONTINUED ON NEXT PAGE 0 PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS TIME IN TIME OUT REG.HOURS O.T.HOURS CYLINDERS WORK TO COMPLY WITH THE APPROVED PLANS.SPECIFICATIONS.AND APPLICABLE y SECTIONS OF TM VERNING BUILDING LAWS. aJ Co o • G/ All inspections based on a minimum of 4 hours and Over 4 hours•fl hour minimum. In addition,any inspection extending past noon hour sill be an e SIGNATURE OF REGISTERED INSPECTOR hour minimum. ,5-12 a�'l� �c� tr72c �. Approved By SPECIALTY NO AGENCY Project Superintendent WHITE•OFFICE. CANARY•ACCOUNTING COPY. PINK-INSPECTOR'S COPY County of Los Angeles ___ .,,,..,.... . \ A e r11 PUBLIC:WORKS DEPARTMENT OF PUBLIC WORKS BUILDING & SAFETY DIVISION ` •. Los Angeles Regional Uniform Code Program STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 108, 1704 or other sections of the Los Angeles County Building Code. (Sections 106.4.5, 1709) J�4 Fv. Report-No. This report includes all construction work through ( J day of 'p�r�`l ,20 i 7 Page No. of Project Address: \ Struct al Observer of Record (SOR): SOR Phone No.: �81 `FI r Ave,4 ;9_ ( 0� ,,`s E,Agqr•\..tcrvii 14 -7n-(i"2 Building Permit No.: Structural Obse ationAA � it Observr Professional Lic1Reg. No.: Observer Phone No.: 1300-0 4-6 ---4 x3 performed by:aw /.To ., ,T CA. C®2.- a._0 6 1i-9--)_71-7410 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION ❑Footing, Stem Wall ❑ Concrete 0 Ste:l Moment Fr- e ❑ Concrete /EX-f,, ❑ Mat oundatio. 0 Masonry 0 Stee Brac-. Frame 0 Steel Deck ❑ Caisso• P. -s, ar Wood ❑ Concre ; oment I:Wood ' r-et�,,;k , Grade : s Frani:," ❑Ret ing Fo. dation 0 Others: 0 Ma.:oi ry s-II 0 Others: H. side Special : chors F•-me • ethers: 0 •thers: NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to'general conformance with the approved plans or in the load.path: (A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the workby the building officials.) I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE ,/�OFESSION CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE ;oQ wA' ��F REQUIREMENTS OF THE COUNTY OF LOS ANGELES. /' .,�P i 4 4 , 2. I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS �y , NI- U m - UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT W 4C-Ns' • �i,130 EACH SIGNIFICANT CONSTRUCTION STAGE TO VERITY IF THE STRUCTURE IS INX2/31/18 GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; *' Q 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED 'yT�.OF C A�-Ge ABOVE; 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTU: •L SYSTEMS BY THE COUNTY OF LOS ANGELES BE ITHHELD •N�TIL S SERVED DEFICIENCIES ARE CORRECTED. / )0•00, d. --(3 — C7 (STAMP OF STRUCTURAL OBSERVER) SIGNATURE OF STRUCTURAL•:SERVER DATE Version 1.0(2008 LACBC) Jan. 10 2008 x County of Los Angeles 01 *1 PUBLIC WORKDEPARTMENT OF PUBLIC WORKS BUILDING & SAFETY DIVISION \ii��,q�qsl� Los Angeles Regional Uniform Code Program STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 108, 1704 or other sections of the Los Angeles County Building Code. (Sections 106.4.5, 1709) Report No. This report includes all construction work through t 3-I.k day of AT 4 ,20 16 Page No. f of / Project Address:` �j �l �: Structu I Observer of cord (SOR): SOR Phone No.:` V / / t `r£E i C!ArCa A . 6 t.lVt(5 Kqq(\urrr f ! 4 '-L 1)4D Building Permit No.: Structural Obse atio 1 Observr rofessional Lic./�Reg. No.: Ob ernver Phone No.: IND`04( 1 ILAN C Performed by: 4f �A, ( D.52_06� 9-17°•�7g 7$f 6 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION ❑Foo 'ng, Stem Walls 4 Concrete 0 - eel Moment Frame 0 Concrete t- iE)c- ❑ Mat Fo, dation 0 Masonry 0 Ste- Brace. rame 0 Steel Deck (, 0 Caisson, „ii-:, p-Wood 0 Concre - 1 oment GMood FrZtrat.r t,Pi , Grade 6== Fram: J 0 Retair'ng Fou•dation 0 Others: 0 M-.onry W- 0 Others: Hi -ide Special A • hors r ame 0 ethers: r Others: NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path: (A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the building officials.) 4ícr I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY OF LOS ANGELES. �ofESS • Q � 'l 2. I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS j, f(� FIC/ UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT /, ...,4/ / , - 4 2 EACH SIGNIFICANT CONSTRUCTION STAGE TO VERITY IF THE STRUCTURE IS IN r ti G 4 7 m GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; D m NO.,''k '140 22 �' cv 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED * p. 12/31/18 ABOVE; ;:.,, .. s)„9T C I V 'C', 4. I RECOMMEND THAT ACCEPTANCE OF THE SjUCTURAL SYSTEMS BY THE COUNTY OF CA�-�� OF LOS ANGELES BE ' ITHHELDILT A/ LL OBSERVED DEFICIENCIES ARE CORRECTED. / ` _ —2 ./ ' -f _I (STAMP OF STRUCTURAL OBSERVER) SIGNATURE OF STRUCTURAL OBSERVER DATE Version 1.0(2008 LACBC) Jan. 10 2008 County of Los Angeles r —-- PUBucwoRics DEPARTMENT OF PUBLIC WORKS BUILDING & SAFETY DIVISION ` Los Angeles Regional Uniform Code Program STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 108, 1704 or other sections of the Los Angeles County Building Code. (Sections 106.4.5, 1709) Report No. This report includes all construction work through 23 day of AT v; I20 )`7 Page No. ( of Project Address:/' S / fi Str tura) Observercof Record (SOR): SPRa Phone No.:/ �6 {a11, rkeeY,Ey Building Permit No.: Structural Observation/ gq ��`` ll Obse Professiioon'Lic./Reg.-i'Jo.: Observer Phone No.: DOG_p1-6- 4 i 5 performed by x•.71` . rl7•`�`(A ( O5 -Z 6 ,4-94:? 9—?41G OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION ❑Foo •••, Stem Walls ❑ Concrete 0 eI Moment Frame ❑ Concrete �-� ❑ Mat Fou dation ❑ Masonry ❑ Stee :raced F ame ❑ Steel Deck -Ti'I r`/ x-E ❑ Caisson, 'it= , a Wood ❑ Concrete ).ment RI Wood N ,\ a Grade B-- ''s Frame ❑Reta.- ng Fou'dation 0 Others: 0 Mas,. ry W. 1:1 Others: H{ side Special ° chors F :me • ethers: • Others: NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path: (A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the building officials.) dd I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH. THE �FESSIO REQUIREMENTS OF THE COUNTY OF LOS ANGELES. O,0 A N,q/ 2. I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS [VQAC, �P'\ �1) UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT v~j . V. EACH SIGNIFICANT CONSTRUCTION STAGE TO VERITY IF THE STRUCTURE IS IN w Q No. ; 20•4 /3 I" GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; ca CO * Exp. 12/31/18 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED �� ABOVE; 11. C 1 V �2 FOF CALF 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE COUNTY OF LOS ANGELES BE WITHHELD ALL OBSERVED DEFICIENCIES ARE CORRECTED. — . A ---O — ( 7 (STAMP OF STRUCTURAL OBSERVER) SIGNATURE OF STRUCTURAL O ERVER DATE Version 1.0(2008 LACBC) Jan. 10 2008 ROUTING HL I SUN DateInitials of .i.e. c0 *See �Aand �o��o�QCP°�P�PQ�G�• Notes Checker G P G on Sheet# Planning Eng. A Buildin 'r. 7" I'I t 'r Fire ' `�l�eli\1111111(,+' PWS-Water ,...•... 1'+++ WELD 5'=b' or A -. ±, see p an ',q ;•G,'HFq,�, ,,,� Trees / / z--0..r+` +� 12" stand: . 6: No.i 4 9 . . •1 17 ' cmu wall, solid grouted '�,, CTv� � _• - � As-built CMU wall 'J ` ` -'' beyond Constructed / /\/\/��%\! t • l � 681-685 1st. Street . Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 1 STRUCTURAL CALCULATIONS FOR CANTILEVER RETAINING WALL BETWEEN GRIDS 3 & 4 5'-6" NORTH OF GRID 681-685 FIRST STREET, ARCADIA, CA. 91006 AUGUST 24,2015 Prepared By: ,NN,..NNNNNNNN, TENG LI &ASSOCIATES 't• • •Structural Engineers =�;'a 6•'; 1070 N.Altadena Drive I NO.I T : Pasadena, CA 91107 • 11T 4011 Tel: 626-797-0531 • `� Email:teng@ccse.us ''t,�.�• �► ' . t+�w�OPaiii STRUCTURAL CALCULATION INDEX: Subject: Pages: 1. Cover Sheet: Page 1 2. Basis of Design Page 2 • 3. Retaining wall design by computer program Page 3 &4 i' Teng Li & Associates 1070 North Altadena Drive A ?,e Pasadena, CA 91107 RETAINING WALL DESIGN - REINFORCED MASONRY Project : 681 - 685 1st. Ave, Arcadir Wall ID : 9'-6" Height above top of footing Fixed Dimension : Heel Fixed • Retaining Height above Top of Footing = 9.50 ft Footing Thickness = 18.00 in. Top Wall Thickness = 11.62 in. Bottom Wall Thickness = 11.62 in. Bottom Wall Section Height = 0.00 ft CMU Wall Density = 122.00 pcf Heel to Face of Wall = 8.00 in. Toe Soil Cover = 0.67 ft Soil Density (Ws) = 110.00 pcf Active Soil Pressure = 50.00 pcf Surcharge Soil Pressure = 0.00 psf Passive Soil 'Pressure = 300.00 pcf Soil Slope Angle = 0.00 ° Wall Weight Surcharge = 40.00 plf Allowable Soil Pressure = 2000.00 psf Soil to Footing Friction Coefficient = 0.30 W(plf) X(ft) WX W10 1162.78 4.85 5638.28 W12 0.00 5.33 0.00 W20 1350.00 3.00 4050.00 W30 696.67 5.67 3947.78 W32 0.00 5.78 0.00 W40 1008.33 6.00 6050.00 TOTAL 4217.78 4.67 19686.06 W10 = Wall Weight W12 = Bottom Rear Section Wall Weight - Dirt W20 = Footing Weight W30 = Soil Weight at Heel Side (rectangle portion) • W32 = Soil Weight at Soil Slope W40 = 1/3 of Total Lateral Soil Pressure Required Footing Width = 6.00 G a /.41 Eccentricity = 2.63 ftroorrdic44* Toe Soil Pressure = 1379.46 psf $ *" Heel Soil Pressure = 26.47 psf Total Lateral Soil Pressure = 3025.00 plf Total OTM = 11091.67 ft-lb Overturning Safety Factor = 1.77 Required Key Depth = 3.00 ft Sliding Safety Factor = 1.51 et$0,4fqt Cl r!Iwitt's t.Y • 41 Teng Li & Associates 1070 North Altadena Drive Pasadena, CA 91107 ULTIMATE MASONRY WALL DESIGN ga._ef.e. Project : 681 - 685 1st. Ave, Arcadir Wall ID : 9'-6" Height above top of footing Steel yield strength = 60.00 ksi Masonry strength = 1500.00 psi Steel cover (to C.G. of Vert. Bars) = 2.50 in Load-.factor = 1.60 Allowable shear stress = 92.95 psi Wall El. Top-ftg Mu Vu t As 0.5As(b) .0007bt vu/0.60 (ft) (ft-k) (kips) (in) (in"2) (in^2) (in"2) (psi) 9.00 0.00 0.01 11.62 0.01 0.59 0.1 0.15 8.00 0.05 0.09 11.62 0.01 0.59 0.1 1.37 7.00 0.21 0.25 11.62 0.01 0.59 0.1 3.81 6.00 0.57 0.49 11.62 0.02 0.59 0.1 7.46 5.00 1.22 0.81 11.62 0.04 0.59 0.1 12.33 4.00 2.22 1.21 11.62 0.07 0.59 0.1 18.42 3.00 3.66 1.69 11.62 0.11 0.59 0.1 25.72 2.00 5.62 2.25 11.62 0.16 0.59 0.1 34.25 1.00 8.19 2.89 11.62 0.24 0.59 0.1 43.99 0.00 11.43 3.61 11.62 0.34 0.59 0.1 54.95 FOOTING DESIGN 4 e► ts1-,t Steel yield strength = 60.00 ksi Concrete strength = 2.00 ksi. Top steel cover (to C.G. of Top Bars) = 2.50 in Bot steel cover (to C.G. of Bot Bars) = 3.50 in Load factor = 1.60 DIST Mu Vu t As 0.0018bt vu/0.85 (ft) (ft-k) (kips) (in) (in"2) (in"2) (psi) 0.00 0.00 0.00 18.00 0.00 0.39 0.00 1.09 1.02 1.80 18.00 0.02 0.39 11.39 2.18 3.77 3.17 18.00 0.06 0.39 20.06 3.27 7.79 4.11 18.00 0.12 0.39 26.02 4.36 12.59 4.63 18.00 0.20 0.39 29.26 5.33 -1.50 -2.86 18.00 0.03 0.39 -19.33 5.50 -1.05 -2.56 18.00 0.02 0.39 -17.33 5.67 -0.65 -2.26 18.00 0.01 0.39 -15.26 5.83 -0.30 -1.94 18.00 0.01 0.39 -13.12 6.00 0.00 -1.61 18.00 0.00 0.39 -10.91 681-685 1st. Street Arcadia, CA 91006 CANTILEVER retaining wall system PAGE 2 SCOPE: This set of calculations is intended for cantilever retaining wall between grids 3&4 5'-6" north of grid "K". BASIS OF DESIGN: 1. Building Code: 2013 CBC -California Building Code, ASCE 7-10 -Minimum Design Loads for Building and Other Structures, ACI 318-11 -Building Code Requirements for Structural Concrete, 2. Soit Report by Cal Land Engineering,Inc.Dated 4/17/14,file No. 13-180-017GE 3. Active soil pressure at permanent retaining conditions: 45 pcf. as drained soil.(for silty sand per CBC table 1610.1) Use 50 pcf.for design. rcc.Atc LA ( s ®B S REGISTERED DEPUTY INSPECTOR'S ? Uvv CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY SST- `6 6 5 N o r`k1� 15t /eve, S `3 l /2-015 Address Date of Certificate Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [ ] Concrete Construction [ ] Smoke Control [7i Drilled-in Anchor [ ] Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed pZor o¢ okAwQ .$ i,r.-to e_7<1 S—*i Lon Cov.cR-ete w 1-1. 0-Vaxyt�S �vv\v'tv, Se_-k -AI' e 4 e ZW �� c .c. Ew, �ecit rAe5 it 1 - 14 5 74 6 e b . C9 ..C, Ewkbe�lw��.v�-f fit, a iN 40-tik,5 OAKeC't'cW . P' )- 2 51 KnVieoloh,evvi . `V.ko -for- re v4 o°t:rj coV eC''on• kole. s+z,e hole oleo-t1-‘ , auck ce , ►s otccert0110 Size of Structure Time Arrived No.of Stories Time Left Job Conc.Mix Design No. ^ P.S.I. L A Coamy o(544 f CC 824 562s Registration Number Employed by: Lab: Independent [ ] Signature: diji Registered Deputy 1 uilding Inspec or: Print Full Name: GI et Z+^j Cell phone number: Z-US—' 2Z-a0I E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org PYr (cAL7\ ciLA 17,9 D BS REGISTERED DEPUTY INSPECTOR'S CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY Address 6'61 6`b5 N 1 * Nye. Date of Certificate crli ! \s Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete [ ] Concrete Construction [ ] Smoke Control [ ] Drilled-in Anchor [79 Masonry Construction [ ] Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ ] Seismic Resistance [ ] Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed 7-In.S ec-t h/`R.5[3Kir 1 19‘,o c.\< WcA\. 5zcaenck <<-�' SzV v� CcsIA'5e.5 a,..500,Y'y kkv`i* Y2\Oc'.vcot\st w:4\1\ a�IerroVcX C��.ah , e..-t Per Aa; ‘ 1/C,MVt \ / Z/ kmA P 1 -5 A kkV� i `/ ? �c tv\An ‘occ,-\ ,A s CII 5 -�o E,' K 3 •to K, / 1<I -tri hl, z. T' z-s Size of Structure Time Arrived No.of Stories Time Left Job Conc.Mix Design No. P.S.I. Registration Number Ccu -ir w /Ccc1S-7,15657 Employed by: Lab: Independent [ ] Signature: •r, Registered D-p .• :uilding Inspector: Print Full Name: C✓1.-C,0e_ vID Cell phone number: 213 E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org Ay-coo\c t.LA ° © D BS REGISTERED DEPUTY INSPECTOR'S CERTIFICATE OF COMPLIANCE DEPARTMENT OF BUILDING AND SAFETY Address 610 — G cb5 N. 1.,t Ave Date of Certificate `b 719 /Z© l5 Fabricator Permit TO THE SUPERINTENDENT OF BUILDING: CITY INSPECTOR: I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection,and which I was employed to inspect,was inspected and approved by me and complies with provisions of the building Codes applicable thereto: Type of inspection: [ ] Steel Construction [ ] Sprayed Fire-Resistant Materials [ ] Prestressed Concrete • [ ] Concrete Construction [ I Smoke Control [ ] Drilled-in Anchor [>C] Masonry Construction [ I Methane [ ] Gunite/Shotcrete [ ] Wood Construction [ ] Exterior Insulation&Finish System [ I Seismic Resistance [ I Soils [ ] Wind Resistance [ ] Other: Location and Description of work completed .1. V“leckea vv\a5by e l \o\d ctc W akk a F:yrs t 14-A-, 141 `b`' � Ac&4oV ry lAv.:"k ay.� sre 'c v ce,w�lply ws-tL ahr�6Vec'` t�lnl� Pcsr c e t\ 1/CMLA 11 z/7C NA ,, 1 3 /c m(A 111 07ecvW e G 5 -t-c, . 5 K; - lc t(, I (3 H, S ;2-5 -t Size of Structure Time Arrived No.of Stories Time Left Job Conc.Mix Design No. P.S.I. LA Court',.,. o is rk/2cc szt c Registration Number Employed by: Lab: Independent [ Signature: Registered Dep' _ Building Inspector: Print Full Name: C-t e c -ca. C Cell phone number: E-Mail Address: DO NOT AMEND,ALTER,CHANGE,DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. IN FORM 07(Rev. 01/04/12) www.ladbs.org 1 ti Cal Land Engineering, Inc. dba Quartech Consultants Geotechnical, Environmental, and Civil Engineering December 22, 2015 New Ridge Development, LLC 460 Fairview Avenue, Ste#11 Arcadia, California 91007 Attention: Mr. Charles Chou Subject: Soil Compaction Report, Proposed Residential Development, 681 First Avenue, APN: 5772-006-030, Arcadia, California QCI Project No.: 12-180-017C Gentlemen: This report presents results of our field density tests performed on the proposed building pad at the subject site. The site conditions, field and laboratory test results, and post-grading recommendations are presented as follows: SITE CONDITION This report present result of our field density tests performed on the proposed building pad. The building pad as depicted on the attached Site Plan (Figure 1)was excavated to a minimum depth of four feet below the final pad grade, and four feet horizontally beyond the building footprint. The loose and/or disturbed soils were removed and exposed competent natural soilswithin the building pad area. FIELD DENSITY TEST 1. Field density test was performed using the Nuclear Gauge Method (ASTM D-6938-10) and/or Sand Cone Method (ASTM D-1556-07). The field density test results are presented in Table I. Approximate locations of the test are shown on the enclosed Site Plan (Figure 1). 2. Field density tests were performed at random locations to check compaction effort provided by the contractor. The test results exceeded minimum required relative compaction of 90 percent. The test results herein are considered representative of the compacted area. LABORATORY TESTING The laboratory maximum dry density and optimum moisture content for the onsite soils were determined according to laboratory standard ASTM D-1557-09. The following table presents the test result of representative soil samples collected from the subject site: 576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090 • SVG Property Fund, LLC Page 2 QCI Project Number: 12-180-017C December 22, 2015 TABLE II LABORATORY TEST RESULTS Soil Type Maximum Dry Density Optimum Moisture Content (pcf) (%) A- Medium brown silty sand 132.0 8.0 POST-GRADING RECOMMENDATIONS 1. All utility backfill should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard. 2. Soils generated from footing excavations to be used on onsite should be compacted to 90 percent minimum relative compaction, whether it is to be placed in landscape areas or within areas to be improved. This material must not alter positive drainage patterns away from the structural areas. 3. All trench excavations should conform to CAL-OSHA and local safety codes. REGULATORY COMPLIANCE The field compaction tests were performed in accordance to the American Society for Testing and Materials (ASTM) standard procedures. The test results would not indicate the conditions of the subsurface materials underlying the fills. The engineering performance of the underlying materials and other materials are therefore not included in this report. Our field observation and soil tests were conducted in conformance with generally accepted professional engineering practices, and no further warranty is implied nor made. This report is subjected to review by the controlling authorities of this project. This opportunity to be of service is appreciated. If you should have any questions, please call the undersigned. Respectfully submitted, CalLand Engineering, Inc. (CLE) dba Quartech Consultants (QCI) .lc�ov,VYy •�►///.766( 5 NO.21 Tn) iek Jack Lee, GE 2153 Exp• 2 Kei Au Principal Engineer Project Engineer OrECNm ter` Encl.: Figure I—Site Plan ,•10% Dist: (4)Addressee 576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090 SVG Property Fund, LLC Page 3 QC! Project Number: 12-180-017C December 22, 2015 TABLE I FIELD DENSITY TEST SUMMARY Depth Moisture Dry Relative Test Test Test Soil Below Content Density; Compaction NO. Date Location FS(ft) (%) (pct.) (%) Type X-1 12-16-15 Building Pad 2 6.6 121.3 91.9 A X-2 12-16-15 Building Pad 2 6.8 119.2 90.3 A X-3 12-16-15 Building Pad 2 8.3 118.9 90.1 A X-4 12-16-15 Building Pad 2 7.7 119.9 90.8 A X-5 12-17-15 Building Pad FS 10.0 121.9 92.3 A X-6 12-17-15 Building Pad FS 7.6 121.0 91.7 A X-7 12-17-15 Building Pad FS 9.3 121.8 92.3 A X-8 12-17-15 Building Pad FS 7.7 120.1 91.0 A Note: FS = Finish Surface 576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090 N8856'32'W N88'S6'32'W 98.40' 15.95 I' r � X-3 X-2 X-7 X-6 y*� o e46 4 � e HAVEN AVENUE X-8 X-5 X-4 X-1 L J Q Ly CalLand Engineering, Inc. Project Address: 1 dba Quartech Consultants LEGEND APN: 5772-060-030 Geotechnical, Enviromental & Civil 681 First Avenue Engineering Services Arcadia, California X-1 Approxmiate Field Density Test Location (elf — — — — Approximate Limit of Compacted Fill Placed Under Purview of This Report SCALE 1" = 20' SITE P LAN 12/15 FIGURE 1 Uritin+41 • ._. gLA - Los Angeles Region®1 Uniform ,°` DEFAeTMENr OF BUILDING AND SAFETY Code Program ..,ph",,,M cone Pno.*per STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system,for general conformance to the approved plates and specifications,at significant construction stages and at completion of the structural system. Structural observation does not include or waive the res.onsibili for the ins•ections re.uired b Section 108, 1701 or other sections of the code. This re•ort includes all construction work throw•h c �� da. of Report No. Project Address: ` set - ,20 Pa•e No. _ of_ G g f t s Sral Observer of Record(SOR): Phone No.of SOR: Ave ,4�CJ ¢ Building Permit No.: Stru ral Observation performed . ��waY � .�eer�k 9 ° �'�� —.er; 90'04-C4 A Y: Professional Lic./Reg.No.of bserver: (Phone No.of Observer: ka' `� 0. t A CO ) a. - 1' q--.1 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMESFLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION X Footing,Stem Walls, a Concrete 1g Steel Moment Fram- D Concrete Fe,+LiS/ /*/aic(wA re ❑Mat Foundation 0 - onry ❑S--el Braced F e ❑s : I Deck d Caisson,Piles,Grade 0 Wood Beams ❑Con =te M. ent 0 Woo. Frame ❑ Retaining Foundation ❑Ot' rs: 0 Maso. , Hillside Special Anchors all Frame 0 .1 ems: O Others: 0 . em: NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path: (A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work'by the building officials.) 4101.e_ . 4. I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE ' - CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS <cr FV'% 2 3z� OF THE CITY OF LOS ANGELES. �' r �. a 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER `Y MY RESPONSIBLE CHARGE; HAS PERFORMED THE REQUIRED SITE VISITS AT EACH 20o �� , SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL a= n NO. C0520'0 :::::i7-St i" CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; Exp. 12/31/�� '� ' 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED N� C'j�°i y- -=` {,c ABOVE; 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE CITY OF \ L�� ANGELES BE WI ELD U. • W NERVED DEFICIENCIES ARE CORRECTED. LOS SIGNATURE OF STRUCTURAL OBSERVER /'— " DATE STAMP OF STRUCTURAL OBSERVER) IN/Form.08(Part 1)(Rev.1/1/2007) CUT SHEET LOCATION:. 681 683 & 685 N. 1ST .AVE.,. ARCADIA, CA 91006 APN: 5772-006-030 DATE:_ 12-.18-2015el s . N N. T. S. CDI 19.3327.82 25' reinMOM J-- - . • FD 2" I.P. . FD L&T, LS 8407 � 0 0 ELEV. 520.5 ELEV. 519.52 NIIII 6 . 111 . . . . 112.. mu' - : c- . fl 0 ` 113 ❑ 110' , „ , 1,1510.70 I.. 6,999 • • • .121 , - ; 116. '^. ,\. 61921 . ,., 114 '-. 115 • ` 61921 I • LEGEND. 9191 - - - I SET 1”. :X 2" HUB 61021 511.09 ELEV. OF DESCRIPTION • # F.F. STAKES CUT/FILL. : . 110 520.60 520.29 F 0.31 5' 0/S BLDG COR 111 520.60 . 520.33 F.0.27 5' .❑/S-.BLDG.COR 11 112 520.60 520.96 C 0.36 5' 0/S•BLDG COR 113 520.60 520.76- . C 0.16 5' 0/S BLDG COR. ED L&T, LS 8407 114 520.60. 519.82 F 0,78 BLDG ENV ELEV. .51.7.86' 115 520.60 519.72 F 088. 5' 0/S BLDG COR 116 520.60. 519.80. F 0.80 5' 0/S BLDG COR . LAND- - o JACK C. LEE o. CALLAND ENGINEERING, :INC.: z. dba QUARTECH CONSULTANTS. a -EXP. 6-30-2016 576. E. 'LAMBERT ROAD, BREA, CA 92821 . . 8407 TEL: (714)671-1050 `N :........1:LO_,‘ �� FAX: (714)671-1090 lOF C t\06 DATE '•.G3 Rl poll go. Fant1579 a CITY OF ARCADIA altPcm ro' 240 West Huntington Drive Arcadia, CA 91007 ROUGH GRADING VERIFICATION ATTENTION: Community Development Administrator SUBJECT: Grading Verification for Project No. 12-18o-o17C Address: 681 First Avenue Gentlemen: Rough grading operations have been completed for Project No:, 12-180-017C for Lots through (if applicable) and has been inspected by the undersigned Registered Civil Engineer or Licensed Architect. Based upon the observations, the rough grading of the lot(s) listed above have been completed in conformance with plans marked "APPROVED" by the City. The work includes but is not limited to the following: grading to approximate final elevations; staking of property lines; location and gradient of cut and fill slopes; location, cross- sectional configuration and flow-line gradient of drainage swales and terraces; berms installed where indicated; and required drainage slopes provided on building pads. Enclosed herewith is a Soil and Compaction Report for the Building Division which is required on all new construction sites prior to footing inspection. ( &( Engin- r (Signature) C ,��oePK C. < -4,'"/ 2lF Architect(Signature) R.C.E. No. 40870 (51-;-3 No.C040870 m R.P.A. No. Exp..c n49 Date: December 22,2015 ,9T�'OQx-�Q Received and approved: of c o\-\F Date: C.D.D./Planning cc: C.D.D./Maint. Ser. C.D.D:/Building Cal Land Engineering Inc. dba Quartech Consultants Geotechnical, Environmental and Civil Engineering October 26, 2015 New Ridge Development, LLC 460 Fairview Avenue Suite 11 Arcadia, California Subject: Geotechnical Engineering Recommendations, Propose Residential Development, Vacant Lot adjacent to 1st Avenue, APN: 5772-006-030, Tentative Tract No. 72421, Arcadia, California 001 Project No.: 12-180-017 Gentlemen: This report is to inform you that concrete slab in moisture sensitive area should be underlain with a vapor barrier consist of a minimum of 10 mil polyvinyl chloride membrane with all laps sealed as recommended in our geotechnical engineering report dated April 17, 2014. The recommended polyvinyl chloride membrane may not require within concrete flatwork such as drive areas, parking areas, garage, walkways, and etc. This opportunity to be of service is sincerely appreciated. Should you have any questions pertaining to this addendum, please call us. Respectfully submitted, Cal Land Engineering, Inc. (CLE) dba Quartech Consultants (QCI) r.06 I ,'r PSK Cry Ft) ,41 6 { it k Jack C. Lee, GE 2153 o,F Abe Kazemzadeh `91. Principal Engineer 47., F%o Project Engineer Dist: (1)Jema Construction, Attn: Andy Liu 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 T i 1101114•• A CORRECTION NOTICE 4? �;2. Development Services Department,Building Services "'"" 240 West Huntington Drive,Arcadia,CA 91007 i is City of (626)5745416,Fax(626)447-9173 Arcadia k Job Address i f ie. ", 5 _ f m.�, ,✓i' ,— ` e,1 n... °, 1 ! °i s•m ( ç / t h `4` 'Z"- (--.: # 4 r ! 1. Cid-- .`•....-- - - 1 t;- E. T, 1 !.+ vii 5. j is j i= Q-After above corrections are made,please arrange for re-inspection: 1 ' 1. i INSPECTORS' OFFICE HOURS Monday—Thursday 7:30 a.m.-8:30 a.m. and 4:00 p,m.-5:30 p.m. Alternate Fridays 7:30 a.m.-8:30 a.m. and 4:00 p.m. :30 p.m. ) 1:, CLOSED ALTERNATE FRIDAYS `i ! �, t 15 i J ., I Inspector ,t J 'NDate i,� ,. -m�° } i ouvis n 1 rill , ._,i consulting group, inc. Structural Job-sr.ite vat Obserio Project: 4 /,, I; . !.' ' .• Job No. 7 . �j 2 y Phase#: Tract#. , , Engineer: j_ i / -\"AAAA,•.. r'g'i C Date: 1 C'y' qr)..= 1 5 d f J , i-- Visit Purpose: )21/'Walk thru with compliance letter: Yes 0 No 0 New 0 RewalkX- Sequence 0 0 Clarifications&Field fixes: Yes 0 No 0 New 0 Rewalk 0' Sequence 0 ❑ Address homeowner issues&concerns: Yes 0 No 0 New 0 Rewalk 0 Sequence 0 ❑ Other: At the time of our visit,work had progressed to the point of: Bldg.#/Lot# ✓r�•LiW7.5 '� i .*®e oF�s'9/0 Plan type&Elevation: ':0. v I �'� , 44, Foundation Trenched(Rebar&Hardware Installed) A. 0 0 ❑ '•', N 0052030> A .rn First Floor Sheathing 0 0 ❑ ❑ /2/3//, Roof Sheathing 0 0 0 11N9 • * r' Final Framing with Correction 0 0 0 0 . .6'.1,-.. ylL` <P Roofing Material Stacked and Loaded 0 0 0 ) =y 'ALIFOilkj/ Exterior Walls(Shear)w/List 0 0 0 0 bjzt0 1-1- f - Interior Walls Framing w/List 0 0 0 0 ,0'�� Insulation Installed 0 0 0 0 ' �--q_z/ Final Framing Pick-ups Completed 0 0 0 0 0 Incomplete Items# nr (Refer to previous walk thru lists) �� r -� ) Per our visit: -��,�� a ,i - e r V sOt x ' l Refer to the at d walk-thru lists to be addressed by the construction ersonn / • 0 Field fix letters will be sent from our office to be applied , (t' El Letters of compliance will be issued Fir- v i de de.- d-re•'t'� ,❑' Some undocumented corrections fixed during walkthru ai vdcL a.,--mil .E=,:`.c v,,,„ s12�- —''( e re-45- -, �bY Our findings and recommendations are provided to help increase the conformity of the structures with approve . d /, t;.e�� plans and correspondence. Be advised that changes should be verified with building department, our findings shal � ,-••_ not be construed,as authorizing any back charges. r l/1 lept- C1AJoti`t_ vr-1'Cc?,�l6L‘_$' Co-tt )re-vie 4 ,;iC- 1 P/6 4q1(3-YilAcirect3z)' 47. ' '(Site observation was made only to check general conformance with approved pians/and corrspondence. tK j �'yam: 1�`� c?Ey :14�s; -1-/-cam �� , J The content of these observations is understood to be an expression of prtofessionai opinion by this engineer that is �j"� In.',,i,<, , based on his or her best knowledge, information and belief. As such, it consists of neither a gu l9e nor a warrantee expressed or implied. L Y# ( orr7<-1; 4".:4^,.o.2. 1 A b�,,-i"0-{' Field Superintendent(Yellow copy) `yam(7� ecck P 1,1,0 � V Signature �� /` /1 be Pv4; -r ni, CrE A 63353 . • . -0.0fEssiO4,. il • .... ,,, . . _ ..< r -I 4"THK.CONC.SLAB erl Is , L • . 1 I / . J -1-,-1I/IV I CC r- 33 1 ; I ...1., Exp. 6/30/17 J.% )1 • j - 1 ; \.,\.r Is:\ .N.0 Ntr .• '44(1.UCTUI i k Al.+ • I ' / •. ,,.. ‘*., 7 . gh //.......‘—(.</ // / i CMU1 1 —J I : RETAINING WALL C SEE SHORING DESIGN '/ / / . L_ ...7 A ...._-1 . , . . . 1 1 1 1 i i \ 3D6E-ErX1H4'-CGI:X2B.4v: / -.• ,„,, 12'0.C.EA.M. iv / /////'//// .i/ . . .._. ; , ix TOP&BOTT. ,.. I L • \ . . , ., :i Is i r— — v • . ,.....,„ \ •,. 'IC - III i -- 4 111 .• .. ' . FIX 4 ER i I 1 1 ; f F.4prj SEC FOe i i*L1- J , • 1 DEIN ,r grAT VilidrE• 71 , . i . .1`.., ..,.., ON .. I , ••••• s It.t/ZIAir - 444k1 IS .4:, .6.i •',., . • 0 , , ,_, • ,. ., -- • ., , ,, ,,... ,_ 36"XIT-O'X24' - , i ' I I i ! ; _.,., EA.WAY TOP i. • \ BOTT. . . • . I i • • . , . . • 11 I- . . • , Tkk:(C rortiON D'OE S. ... ,,, • . .' , _ .,.• , t4.0,1- Oget) "OWL LP J TH . N. CO -., . . // / L_j__i__ 1 / um) st.oe•be- • .. • 1SSW24x8 1 / i ! . ©220 - CM 1UI /. TYP. / 't - / / . . / PLAN .. . Z 1 ----. — FICUTING------- - ' ' --. ' -Atj 1 IUN:i— -..,- . Da`e and . z,4,.,.... „ & \./' . . . ee . . . . . . .... /z.c)<\\,,,e 'z' -Notes CIrle,:ker z .- -CP P-; C, .4& on Sheet# . . , — S.Planning , ___ _ . _ III no t - NM ; Budding ---. - Fire i I , PWS-Water : V/L-LO _ Trees . . . . . GE# 63353 DATE 9/14/15 spFESQ f Q o No.S 5226 is 1 i _ * Exp.6/30/17 * -.'� I-- 00 '- 9Fcp0- .�,' I • -zcz%. •� E.G. 1. 12"THK. SOLID GROUTED CMU WALL. — 1 -j\. - N 2. 8"THK. SOLID GROUTED CMU LL. CD \�/</\�\,j 3. WATERPROOFING & DRAINAGE Y + •\r;�j;/j\/; OTHERS. 0 S tX, /\�\i- --aa 4. WOOD FRAMING ABOVE SEE PL N. ° \�/\��/\\' co = 5. 1/2' FIBERBOARD MATERIAL. s • , ' i \j\��\j\\j�• -' i \//•;/\//\/ 6. CONC. SLAB SEE PLAN. 1 ��,.�/\// �� 7. SUB-GRADE PER SOIL REPORT. t, \ \\. 8. FOOTING AS SHOWN. �i '> �\/,,,,,,\,,,,,,,• 11 9. 2X SHEAR KEY. 1 /,::,. 10. #5@16"O.C. VERT. ,�,1� I � \/\/4� 11. #5 @ 16" O.C. VERT. m 2 2 �_ . 11 ./\/!�/ 12. DOWEL TO MATCH VERT. REINF BENT a, CLR. IC/,,y/\\/\\� AS SHOWN W/STD. HOOK . , i►jam�\/\\j 0 13. #5@16"O.C. ASSHOWNW/STI. GO �'— `/.\\��\j . HOOK. \/\\/\`\\; 14. #5@16"O.C. TOP &BOTT. O 1; •\\/\�� -��; 15. #516 O.C. TOP & BOTT. 4\/////// // " 16. #5@16" O.C. tt l6(/ 4.C. _�. •I\//\j- 444 14'e 17. (2)#4 @ 16" O.C. HORIZ. `br r e e-, S e � \\:\ 18. CONT. (2)#4. aft- gel-1r NN.I siva?.oXy (fca 1 riI 1111„...:,:' e.�L\,/; 19. #5 @ 8" O.C. VERT. '�"� e ; 1. .It� //.'// v3(.... .01. to ►'? , } cry 'l-_:" '�`\ \` , ,1 AI , ! , \I ;* ilitif,Z, co ,,- . /• d Mir < 0 \ \-/ \Mil .... Iir4!:::. . Oir 44-, \v/gio-' 12 rt . , _. ,.. . _ ,K,„„\A • ! .. z, . . d • ,; ..„ ,, . ,,, . , ,.., , , , El 1 :;..\\),,;;› \ i a a 0. 9 , ° i 1 o % CANT. CMU RET. WALL RetainPro 10(c)1987-2014, Build 10.14.7.25 License:KW-06058134 Cantilevered Retaining Wall Design :ode:CBC 2010,ACI 318-08,ACI 530-08 License To:GOUVIS ENGINEERING Criteria Soil Data ti Retained Height = 9.00 ft Allow Soil Bearing = 2,667.0 psf , Equivalent Fluid Pressure Method % `r, Wall height above soil = 0.00 ft Heel Active Pressure = 35.0 psf/ft Slope Behind Wall = 0.00:1 = Height of Soil over Toe = 4.00 in Passive Pressure = 250.0 psf/ft Water height over heel = 0.0 ft Soil Density,Heel = 120.00 pcf %f Soil Density,Toe = 0.00 pcf FootingllSoil Friction = 0.400 ' Soil height to ignore for passive pressure = 12.00 in i Surcharge Loads r Lateral Load Applied to Stem j Adjacent Footing LoadIl Surcharge Over Heel = 0.0 psf Lateral Load = 695.0#/ft Adjacent Footing Load = 0.0 lbs Used To Resist Sliding&Overturning ...Height to Top = 5.50 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 4.50 ft Eccentricity = 0.00 in Used for Sliding&Overturning The above lateral load Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem has been increased 1.00 Footing Type Line Load pp by a factor of Base Above/Below Soil = 0.0 ft Axial Dead Load = 0.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Live Load = 0.0 lbs Poisson's Ratio 74 0:300. Axial Load Eccentricity = 0.0 in Design Summary I Stem Construction Top Stem 2nd 3rd - Stem OK Stem OK Stem OK Wall Stability Ratios Design Height Above Ftg ft= 8.00 2.66 0.00 Overturning = 1.10 Ratio<1.5! Wall Material Above"HY' = Masonry Masonry Masonry Slab Resists All Sliding 1 Thickness = 8.00 12.00 16.00 Rebar Size = # 5 # 5 # 5 Total Bearing Load = 3,565 lbs Rebar Spacing = 16.00 16.00 16.00 ...resultant ecc. = 26.08 in Rebar Placed at = Center Edge Edge Design Data Soil Pressure @ Toe = 7,277 psf NG fb/FB+fa/Fa = 0.003 0.450 0.785 Soil Pressure @ Heel = 0 psf OK Total Force @ Section lbs= 28.0 1,820.5 2,963.0 Allowable = 2,667 psf Moment....Actual ft-#= 9.3 4,004.8 10,279.0 Sail Pressure Exceeds Allowable! ACI Factored @Toe = 8,733 psf Moment Allowable ft-#= 3,416.7 8,909.5 13,094.5 ACI Factored @ Heel = 0 psf Shear Actual psi= 0.6 16.9 19.0 Footing Shear @ Toe = 18.8 psi OK Shear Allowable psi= 69.7 69.7 69.7 Footing Shear @ Heel = 5.6 psi OK Wall Weight psf= 78.0 124.0 164.0 Allowable = 75.0 psi Rebar Depth 'd' in= 3.75 9.00 13.00 Sliding Calcs Slab Resists All Sliding! LAP SPLICE IF ABOVE in= 45.00 45.00 45.00 LateralLAP SPLICE IF BELOW in= 45.00 45.00 Sliding Force = 2,624.4 lbs HOOK EMBED INTO FTG in= 7:99 Masonry Data fm psi= 1,500 1,500 1,500 Fy psi= 60,000 60,000 60,000 Solid Grouting = Yes Yes Yes Modular Ratio'n' = 21.48 21.48 21.48 Load Factors Building Code CBC 2010,ACI Equiv.Solid Thick. in= 7.60 11.60 15.60 Read Load 1.200 Masonry Block Type = Medium Weight Live Load 1.600 Masonry Design Method = LRFD Earth,H 1.600 Wind,W 1.600 Concrete Data f c psi= Seismic,E 1.000 Fy psi= fieikOFESS/04, .4?-016" . • -9 s 'rNo 8Caom * Exp.6/30/17 * OF CAM RetainPro 10(c)1987-2014, Build 10.14.7.25 License:KW-06056134 Cantilevered Retaining Wall Design ;ode: CBC 2010,ACI 318-08,ACI 530-08 License To:GOUVIS ENGINEERING Footing Dimensions&Strengths I Footing Design Results Toe Width = 3.00 ft Toe Heel Heel Width = 2.00 Factored Pressure = 8,733 0 psf Total Footing Width = 5.00 Mu':Upward = 430 0 ft-# Footing Thickness = 18.00 in Mu':Downward = 18 87 ftp# Mu: Design = 412 87 ft-# Key Width = 12.00 in Actual 1-Way Shear = 18.83 5.61 psi Key Depth = 20.00 in Allow 1-Way Shear = 75.00 75.00 psi Key Distance from Toe = 3.00 ft Toe Reinforcing = None Spec'd fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = #5 @ 18.00 in Min.As% = 0.0018 Other Acceptable Sizes&Spacings Cover @ Top 2.00 @ Btm. 3.00 in Toe: Not req'd, Mu<S*Fr Heel:Not req'd, Mu<S*Fr Key: Slab Resists Sliding-No Force on Key Summary of Overturning &Resisting Forces& Moments I OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 1,929.4 3.50 6,752.8 Soil Over Heel = 720.0 4.67 3,360.0 Surcharge over Heel = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = 695.0 6.50 4,517.5 Axial Dead Load on Stem= Load @ Stem Above Soil= *Axial Live Load on Stem = = Soil Over Toe = 1.50 Surcharge Over Toe = Total 2,624.4 O.T.M. 11,270.3 Stem Weight(s) = 1,176.4 3.55 4,177.1 Earth @ Stem Transitions= 293.6 4.12 1,210.0 = = Footing Weight = 1,125.0 2.50 2,812.5 Resisting/Overturning Ratio = 1.10 Key Weight = 250.0 3.50 875.0 Vert.component of active S.P.used for Overturning Resistance. = Total= 3,565.0 lbs R.M. 12,434.6 *Axial live load NOT included in total displayed,or used for overturning resistance, but is included for soil pressure calculation. z •w • r • 8"w1:5@18" `- .. / di:d0i�i�i.�" 1,;,. $ ... Safra Grout �" 1-0 r So d Grout `*, I� • •.• ITwt95 16 J .. _k., r.. Cold Groat � • d". • 'R]MSVri-71.1..1 —TA _ •, .. Restrain` 6 l. „M= et ay a:. • • • 3'.-.0" 1,Q° 10;, • 100 -,_ talt • 14) AI Lt19) .1 tOe(4S0 „ . "p (r=) I I C 1,, b' GO ,)5 iltiA_Ou- 10,„5 101I =••• ) lir 75,8. isi o -,‘,..‘- 0 .„,Iiii - 1 0,1,,. beano,nut '''' "S G:.. .721)1100TA '' • .......40m_.its _A\AI y To‘ %.,0 3,4 VI . '" ' r "" 11 8 .01 .7:-. !.- i;4- ct SVr' 1° ' t6 II' '!° • ...., ..,,. !.,„ 4"- !j I lir IIIIIIIM isIs‘v„. °,,.. . t ks0_‘\•',, .. zi) , . c-- .. k‘\. ,, --- :•:•'..i.:•:::::::•:.:i.:•:•: tsrc _.,,ciAw 1- " ,E1 0 0041 • . - . id -:•:::4-106-:•:•:•:•:. ‘Acgcs' 0.1 l`tc N 0 , % TN Q‘c*.UNIT"6":*:*:*: PA, c,tk\-4111 .-. •'tt; % • . - \ ' .5, - ,... ., --"\ \li -• ' •-•4-:. - . -.-. .:•:•:- .0. oc,, ' ,",, • t. \NC-sS .0\ .,ezt. I".' ' ' 1., ' -- •,c. - N 1 \ ,,,..' .. .: : : : : i • \ICS-• o i• vit•‘- ------ i T- ................ . 211 c,.%.--,....x......:-A.. ... .0 .),. V--,'.%.••• .4 fifil>00° ....:-- KEY MAP VICINITY MAP \ ..+,:.9.1. -.• 0 , ::.•...;rz 4F'ffr — "A' - „_, „_..,,. , 1 . h 6 1 ull 0•11:Imelala 24.6C. Ir Med km E.. W•17.1cp,otherhs nue.Iva... Mr*07a.. r arn.211.1116 kb'Oresgits i 111•0041.1.5.4, •12,64,..=IN 0 2., 'F d 4 ...,.. 2 1 .. •A.1 Ik.' . ; ...., ...i.z ,.. Ita'AdTit. -,-...4 ...C.'-'"4;ilirill.: •11 SP< i 't A irr 111 .... . . • . ... • *."UNIT"3"'•:-:•:•: • - . . . . . .•. . . . 4 ''''' h ,+; +-.: 111Ka 41t- ::::::::::::::::::::::::::::::. 4"-'- 412/ ,. ; 1.... .'..:t31.1w.":"..7. 1'2 II 1....• " ' -.... 4 " ; .....UNIT 2 . ,,, n I 1, •..•• •....18.-11/2'...•' 1 . I r slim:0.ga vl 1Ty—271orlellr'a, Zat: 1 ' vc:riii r"-;:1--- 11:,..cr. :.',4.1:--•Ii• }4 v... ce pa.. smaaasso -. . ;.iv-Az,-,m-•MIL. 'Ev.---... e /......,11, WEIN irk 0 Q112.11W. Mr ForlITIMTP I...n..1-Gralepto.Ir. romm. ....M. 416A i ' IIM1// T--, 't.%.":74 72.-""57 r.r"''' Efa, A glt .•41., --II3 VS r-r ' ' .i.'.• , ''" 9.T. CO MO. 10, W.'?;`•." II 1 1 . '10 1,0 // /// 1 / -.-/ 4 . "?... 4-/W\ 'i',iiiii ..5 11 1-,- T-H A Nom Md.h I*to ocalpsca coaallodoodlo ahem..Incla poisnadOKIIrspross. eastah.osern Ildwaremeatmoto...1 'Cisk. 111 ,X -A. , 17, r--T A A _ EXITING SCE EASEMENT l'IX NIW's e ' 7, ,,,, ,,,e. E 4 a ,- --_, %." ./1/.,/..I_ PI . • 4:0 HARD P_ILE____ FV. ,DETAIL t$1,t r.o• 2 SOFT/HARD PILE PLANlDET.VA r-o•I I CONSTRUCIION NOTES: 7. • St. El Ran.WALL W/ 0:KM 6.0011.13NCHT/A11611.ta 0,: brzwellicsimoxerswAu. Q1.0 , ,7, A No 61 0 I. IT/4620 I I=IFICSAMc.IFTL.I 7 I= ,...zi i 7...PARAITT WALL -1— ,TWS26.011 CA:PARAPET T/A11,3q11.02i 6:=SIM OW 11.011,111.611. 0,:4:1' al at v o pus 0:0 Iron:mar mum El. EGISTINMILIIVATIENT(1.3 MA 11/CIMISED ELIIVATICH+A= N 0 ,• \ Prowl pi ND ars-7sur 11* G40,0 4- * 0 / ''\ Ap .119.74 "I fl((i .412 re;r_ :"re4,, Tv,.130 "•••' visas°4,ii, 1 vaLLEcom 83-t. --:.-.'"'irAfil f e 4EK"fiffentlaWm. .;:.:.11 4 0.3- 1 --.., -,:;------==r••• •......,...""' - . _ _. e ......... ,... ..•_. . - I I cri- FLAMER 1 OLDIES RESCLEFIRASI ma 1/-•.1/-PCBSOMMIL11.11:031/11:18 • PLAN FOR SOFT/HARD PILE CONTIGUOUS SHORING/RETAINING WALL SECTION 0 - "a" 0 5 10 15 20 A. IRMA CONSTRUCTION,INC. 681.685 N.1ST.AVENUE NOT&THIS DRAWING'S ISSUED FOR PORTION AS CLOUDED AREA WITHAONLY. to=sirio.unwlemnr..c...smos ARCADIA.CA 91776 I INATMONO.:I IS. -,..... '.. '681685 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 1 STRUCTURAL CALCULATIONS FOR CONTIGUOUS PILE RETAINING WALL SYSTEM 681685 FIRST STREET, A j A, A. 91006 5) o 1270 s o �1 m n - VI 6 cn p June24, 2015 �� '-o<�v,y7A. �1m /51 Prepared B : 'J rhe `f u' y�a „' R� 01011, TENG LI&ASSOCIATES `�a.�'o o 2 `� •"r '�' 1A'ti r,�� Structural Engineers 9 2 2 9 0 3 G 1070 N. Altadena Drive 1'o ?, Z r : NO 1 79 , 3 o ,:, rn� • $1 + 17:= .. Pasadena, CA 91107 n� 3 0 z 2 411191117 Tel: 626-797-0531 �, <� s y� ..,. , 4 Email: teng@ccse.us o N9 �'4O{. �CTa "� STRUCTURAL CALCULATION INDX: Subject: Pages: 1. Cover Sheet: Page 1 2. Basis of Design, System despriptions & Temporary shoring Analysis: Page 2 3. Permanent Retaining System analysis &design Page 3 4. Wall extension above finish grade design: Page 4 5. Hard Pile Detail Elevation: Page 5 6. Soft Pile/Hard Pile Detail Plan: Page 6 7. LPILE computer run printout for 6 temporary shoring cases 1 to 50 ** ** Only the retaining height=9i-4" cantilever temparary shoring LPILE computer run printout is included in this email submittal; other retaining heights do not govern the critical design. '681-685 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 2 SCOPE: This set of calculations is intended for Soft-Hard Contegious Piling retaining system for both temporary excavation without restrain at bottom of excavation and permanent cantilever retaining system with restrain at finish grade with pour-in-place slab on grade. BASIS OF DESIGN: 1. Building Code: 2013 CBC - California Building Code, ASCE 7-10 -Minimum Design Loads for Building and Other Structures, ACI 318-11 -Building Code Requirements for Structural Concrete, 2. Soit Report by Cal Land Engineering,Inc. Dated 4/17/14, file No. 13-180-017GE 3. Active soil pressure at temporary shoring condition: 30 pcf.liquid pressure. 4. Passive soil pressure at temporary pile design: 300 pcf., increased based on CBC Section 1806.3.4 5. Active soil pressure at permanent retaining conditions: 80 pcf. (considering saturated condition without sub-drain). 6. Additional active soil pressure at permanent retaining conditions due to seismic when retaining height exceed 6'-0": 26 pcf. in inverted right angle. Description of the Soft-Hard Contagious Piling System: The retaining system to have Soft&Hard piles side-by-side. The soft pile consists of drilled holes with casing as required, filled with slurry to a depth extended 12"below the bottom of excavation. The soft piles are intended to stop the soil caving between the hard piles during the excavation. Hard piles are drilled in-between the soft piles after the soft piles hardened. Hard piles to have fe=3,000 psi at 28 days and to be reinforced as required for cantilever retaining forces(designed as non-restrained at temporary condition and as restrained at permanent condition.). Depth of the hard piles to be designed for cantilever piles with non-restrained at temporary conditions and checked with restrained condition at permanent cantilever retaining. Temporary pile de th estimate based on CBC Section 1807.3.2.1 (Nonrestrained) d=0.5A[1+ 1+4.36h/A)],where A=2.34 P/Slb [See Table below for pile diameter=1.5'O at 2'-8" O.C. for 6 different height:] See LPILE computer program run for analysis detail printout for all six cases Case Pa h Pp b d° P16'(1%3) Pp(Hot') (lbs) (ft) (pcf) -(ft), (ft) (psf) (psf) Retaining Embed Total Height Depth Length :3 3482, : '3.11 534.00 1:°50 ' =6 83' 1216 3649 9'-4" 7-8" 1T-0" 2, 2723 ''=2...75`'534.1) 1.50 t:90 1068° 32.04 8'-3" 6-9" 15'-0" 3 2103 2 -42 534.00 1.50 5.33 949 2848 7-3" 5'-9" 13'-0" ' 4 r 1563 -208 534.00 1.50 . 4.58 816 2448. 6-3" 5'-9" 12'-0" 5 1103 ; "1.78-534.00' 1.50 ;3.83 682' 2047. 5'-3" 4'-9" 10'-0" 35 723 .` ;;1.42 534.00 1.50 3 '17. 564 1691 4'-3" 4'-0" 8'-3" '681-685 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 3 DESIGN CHECK FOR PERMANENT RETAINING CONDITIONS: H=9'-4"high temporary shoring purpose, equals 8.67'in permanent retaining(after slab on grade poured). Active pressure=80 pcf. liquid pressure, Seismic=26 pcf. inverted right trangle Per CBC 1807.3.2.2 d= 4.25Ph/S3b H/3=2.83',P=80x2.67x8.67x8.67/2=8028# d=i4.25x8028x2.83/(300x7x1.5)=5.54' <7'-0" -- O.K. with seismic included: P=8028+26x8.67x8.67x2.67/2=8028+2609=10,637# (8028x2.83+2609x2.83x2)/10637=3.13' d=/J4.25x10637x3.13/(300x1.33x7x1.5)=5.82' <7'-0"=O.K. Therefore,by inspection,the design depth of the Hard Piles governed by the nonrestrained temporary shoring conditions.In other words,the pile length and embed depth on page 3 can be used as permanent conditions. Per page 6 of 9'-4" high Hard Pile LPILE run,the maximum Moment=202/12=16.8 ft-k due to temporary shoring, due to permanent condition: M=80x2.67x8.67x8.67x1/2x2.89/1000= 23.2 ft-k due to seismic condition:M=26x2.67x8.67x8.67x1/2x5.78/1000=15.6 ft-k. Mu=1.6x23.2+15.6/0.7=59.4 ft-k, F=14x12.7x12.7/12000=0.188, Ku=59.4/0.188=316,au>4.3 As=59.4/(4.3x12.7)=1.09 sq-in. 2-#7 each face. pile section area=3.1416x 9x9=254 sg-in., 0.01x254=2.54 sq-in. --Use 447 vert.with#3 ties(I 6" O.C. Check 4" shotcrete wall to span between Hard-Piles,Span=1'-8" Max.pressure=80x8.67=694 psf. Max. M=694x1.67x1.67/11=176 ft-#/ft. Mu=0.176x1.6=0.28 ft-k/ft. F=12x2x2/12000=0.004,Ku=0.28/0.004=70,au=4.4 As=0.28/(2x4.4)=0.032 sq-in./ft. As(min)=0.002x12x4=0.096 sq-in./ft. -- Use 4" shotcrete w/#3(12" each way. Check ties between Hard Pile&4" shotcrete wall: Tension=80x2.67x8.67x0.5=926#/ft. As=0.926x 1.6/(60x0.90x0.707)=0.04 sq-in./ft. Use#3 x ties(1 24" O.C.staggered both sides '681685 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 4 Wall extension above piles: H=3'-6"to be considered as parapet, ap=1.0,Rp=2.5 Sds=1.805 --Per soil report Fp={0.4x1.0x1.805x3/(2.5/1.0)}Wp=0.866Wp Wp=50psf., Fp=43.3 psf., Heoght=4'-0" M=43.3x4x4/2=346.4 ft-#/ft. As=0.3464/(2x4.3)=0.041 sq-in./ft. --#3@32" As(min)=0.0018x12x4=0.0864 sq-in./ft. --#3@15" Use 4" thick,#3 A 12" O.C. each way(Cont. same reinf.as below) '681485 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 5 j -N, 14" os 3 #3 Dowels @ 24" O.C., 3 ' 8",embed into Hard Pile w =• u) ; w/approved epoxy adhesive UU .fl in 15°downward angle o _ dt I staggered to other side, `4 > 1 double at pile top m Ill CD ' 1 1, It a 41 6 c . Finish grade F {.,,,„„, . f_.... - 1 1 11 1-1 1'1--III-t f l-i i�-i 1�-1 1 1 • 41 1" =I I!--1 11=-1 I ISI i 1=1 1=1 I I—I 11=1 I!( lt-r 1i—i III- III III—I I I-1 I I—I I it 1= \ i #3 Circular or rectangular ties @ 6" , O.C., double ties at top, circular ties ' 1111= ; ' • j,--f i 1 I to have 12"min. lap I 1 1I -- I I I� 1 Page 6 cd '.1—1 • r I 1 Z I =I1-\ I I 1:4 N 1 I— 7 r I I o V, ' [_I 1 I I 5"slab-on-grade w/ ii;1. ; ; 18 "O Hard Pile @ 2'-8" O.C. #4 @ 18"O.C.placed , ;1 1-J 1.'- 1L. See Detail Plan for Details with 1.5" clear top cover , �I �,ii, m a y rri '' 'as 0" greater r '-111 , j _ �`. -C zo O �I— ND Z G 1=111=11 I-1 I --1 I L— II11 I—_I ji I tel �11.1 _ X11 I IL I -' '_. Z v 90 std hook,Typ. 1 , __-_Io - •. m s F' O n tef 1 ,y 'rng =yoo 510 .Q3. 1., j k ` fit. I 1 18 DILo Vic, Z r y J ----' ZI^' cZiDo2 ; N '�:� �i , , I "I"3 ZC : • NO.:1 79 5, N I 171 = I 6Im 000wZ > ',.6 _,•- _ _ I I _ _I I-t O-1 S Z •tee 41 `� _- _ N , I 1cA, 1 10 cn I ,,t.. • • it) I1--my--r I thiti,i�QF'ty`►{,3R te ''' I I ® I I I f1 I I I .I I- I I I I I -I I- I .0 I I L J Hard Pile Detail Elevation '`681685 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 6 2'-8" #3 Dowels @ 24" O.C., / 18"0 pile, fc'=2,500 psi. 8"embed into Hard Pile with 4-#7 vert. and#3 @ w/approved epoxy adhesive 6" closed ties (or W4 in 15°downward angle - spiral @ 6" pitch.) staggered to other side C" * A011 '*'' • : .'..... ' '..... .. 0 • Slurry \ Slurry � Slurryr filled ile 5110 4 ' o --'\.\ .. „(4441 .,! T ,,, - - . .. p filled pile ::� filled pile'" / -1 6" / 1'-8" / 3" Ci�.� r t0 tl z N m Z \\.— c, m 73 2" cove§ p• o n--,o rn 4" min. thick shotcrete, rr, - m 2 z o Z o m Page 5 fc'=3,000 psi., reinforced ;�A'o _ n n with #3 @ 12" E.W. . ‘''`-,•.. or-. ,26 o 1� m0C-4, .Oa • t Soft Pile/Hard Pile Detail Plan ! -N o o? m/om� .4 PILE LENGTH: O . . o n m o›6 elz g -„ C mzmc-)00c DN = mciG -ogi, Z C For Soft Piles (slurry filled) =Excavation m depth+ 12". o '3 y y 6" m m r" l� y mgoa 'T' o..17i -<mZ Z For Hard Piles (fc'=2500 psi. concrete with reinforcement): o o y=g -I Excavation depth Embed depth Total pile length 9'-3" 7'-8" 17'-0" �,...A:..►tint 8'-3" 6'-9" 15'-0" a_.0. 011 S.Ni . err` .. 7'-3" 5'-9" 13'-0" • �ct�L•q*� rrr. 46 r 6'-3" 5'-9" 12'-0" A t:», . '�' fr5'-3" 4'-9" 10'-0" f§i 140.1 . ' .: +117 4'-3" 4'-0" 8'-3" �, s Note: Design is based on soil pressure with hydrostatic irjir.CT. _' MO A and/or seismic induced pressure added for permanent ��""""`..""' retaining conditions. Sub-Drain system is not required. NEW RIDGE DEVELOPMENT, LLC 1, ;i4, .; a r Aii Ai itit:30 -(i,i;(4.4 43 �y,�� '`=ac",= �_�`.� ° *' • ti t t•.. .�;t 7i"� ]U up 1 {'1l Y .°1 .� I1`. " . ' v � Is'. ' � , � I , � N;lt41;: ,..3,,,.. `} '.f � '.$a '{ � a 1 �1 t4 . rt �� r.. i : "' ;n i\ �� t ;. jk!1I"i .IIII 00II! l,, ;;r ,1111111111111 . I i f -\ A z ..,IIIIaliilllllliiiiiillllli ,_.._ 681 -685 N 1ST AVE EXTERIOR TILE LAYOUT PER .UNIT # Scene #s April 25, 2017 Version: 1 ID Manager: Claudia-Villagomez Artist: CV Tile to be procure at Mission Tile, South Pasadena . r y t v.) AEC.INTERIOR DESIGN • . EXTERIOR TILE LAYOUT 1 681-685 N 1ST AVE — --'- =`�• . ..Shot # • . • UNIT 2 a , 7`' i-`s'` . . (7. . . . . . . . . . . .... . . ., . . - ' "II "all•O.4. .t. 1 rr Z.liapz , ;. • • ._y ?/1/005 .}i Seel! I. ' ;FRONT ARCH Sugar.Cookie 03 l . . • . . • - . _ .�._---- .Shot # • -\. �, ! ; j �. UNIT 3 . ,� f.' mer:!i !t►.asi •ii 0 elbAll. . 041 Is1 .FRONT ARCH ` - • • . Sugar Cookie 03 Shot # • r ,;y,a••w,* UNIT 4 .��;s' c �ia ,„4j .S, , . .. .. \\ ere __ ( \ `''. 4, 'tom' a • ll FRONT ARCH . • g o . Sugar Co kie 03 • • April 25, 2017 • . . . • CV AEC INTERIOR DESIGN 2 "' lamShot:# �►ri4i /j \ ,-, . ,. > ,a UNIT 5-East ,yt,:ibtelii.j. „ t= s�• ..' / + iI / EAST FRONT ARCH i II Sugar Cooke 03 Shot.# 4 UNIT 5 a •' r"' t • ' .. ct Jia. _' . iti 's. NORTH FRONT ARCH Polar White 01 ARDEX- FG-T"- MICRO” "FCS Urnsanded Floor & Wall Grout A high performance, Portland cement-based, unsanded grout with a creamy, smooth, easy-to-use consistency:that delivers full, strong and aesthetically appealing grout jointswith anultra-smooth finish. With its flexibility and high strength, ARDEX FG-C is ideal for interior and exterior floors and:walls. • Use with porcelain, glass, quarry, ceramic, mosaic and most natural =stone tilesy‘oiso,3o •. Grout joints up to 1/4".(6-mm) o GG2 . (Porcelain tile; grout joints less than 1/8") 0 ( • • Open to traffic in just 4 hours ,. Excellent bond and shear strength. ��e°QX 0 • Highly flexible; resists cracking 1181 Mold and mildew resistant 'STA'11S'� • Freeze/thaw stable;:Unaffected by Water April 25, 2017 cv. 3 . AEC INTERIOR DESIGN • • • • r Shot:# • UNIT 6iikev Villin►• °` L Mas+4110ti . i FRONT ARCH • Sugar Cookie 03 • • Shot # k1�, / UNIT 6 { 1{ } . :{ }: REAR WEST ARCH • Polar White Ol • Shot UNIT 6 • `• a i. t + a.� q/P•� ,,; .!` REAR EAST ARCH Q P lar White 01 April 25, 2017 CV New Ridge Development LLC February 1,2017 City of Arcadia—Development Services Department Building Division 240 West Huntington Dr. PO Box 60021 Arcadia, CA 91006-6021 Property Address: 681-685 1st Ave.—Arcadia,CA Subject: Permit Issuance Information Modification Permit Number: B00-050-397, B00-046-923, BOO- 046-924, B00-046-925, B00-049-946, New Ridge Development LLC, on Tuesday January 31,2017 has terminated General Contractor(GC)JEMA Construction, Inc.for Materials and Performance Breach of contract. As owner of subject property, I request JEMA Construction, Inc. removed from all permits associated to our APN#5772-006-030-14-020, located at property described above. New Ridge development, LLC will resubmit re-issuance of permits as Owner-Builder as per the City of Arcadia provisions. New Ridge Development, LLC will provide a liability insurance policy while maintaining an existing wrap and builders risk insurance. All M.E.P. contractors will be contracted to pull from the city directly permits for this project. Currently we observe a Mechanical Permit B00-054-915, 916&917 for the property described above. These permits are valid and will continue with the project. New Ridge does not have any records of any additional permits for electrical and plumbing recorded. If you have any question please contact the Josh Higgins, Project Manager for this projects—626-538-4668 Claire Dong, CEO (Principal) Attached: Letter of Termination—JEMA Construction, Inc. vo — 979 Tel: (626)538-4668 Address: 441 E.Huntington Dr.#312 Arcadia, CA 91006 Fax: (626) 538-4668 J, . , New Ridge ge _Develo pment LLC January 31,2017 JEMA CONSTRUCTION INC. Att: Andy Liu 5040 Heintz St., Baldwin Park,CVA 91706 0. 626-962-0888 F: 626-962-0822 Project Name: 1 Ave 6 Unit Condo Project Project Location: 681-6851 Ave.,Acadia CA 91706 Subject: Project Contract Termination—Performance and Materials Breach Mr.Liu, PLEASE TAKE NOTICE,this letter serves as confirmation herein New Ridge Development,LLC(said "Owner"-NRD)is Terminating the construction Contract Agreement with JEMA Construction, Inc.(said "Contractor"), pursuant to article 2."Time of Completion"&5 of the"General Provisions",1.&12. Attached are letters 1-3 including within a copy of the said contract provisions;the site has encumbered a Materials and Performance Breach of the contract agreement(executed March 31,2015). At which time, New Ridge had allotted JEMA Construction, Inc.with ample notice and time(5 business days)to cure the breach. As of January 30,2017,8:30AM, New Ridge Development,LLC has not received a response. Accordingly,we are TERMINATING the"Contract Agreement". The contractor at no time shall be permitted on the property and shall provide New Ridge Development, LLC any open invoices owed for work performed. At which time NRD acknowledges a paid debt of $1,047,213 of the original agreed$1,830,000 executed contract agreement with an additional$7,100 of approved changes(CO#1)total$1,837,100 of the contract agreement, remaining balance of the approved contract is$789,886(contract agreement in calendar days 300 calendar days from execution). There are 5 additional changes(CO#2—6)of the contract submitted for approval,not included in the contract agreement totaling at$36,511.32. This change has incurred and additional 327 calendar days for a completion date(includes substantial completion as per article 2)of December 16,2016. JEMA has failed to provide a recovery plan and schedule as indicated in letters attached to this notification. November 2016 billing for$96,672.61(attached)has been placed on hold from the bank as directed by New Ridge Development,LLC pending JEMA Construction,Inc. response to"cure". It has been determined that of the$96,672.61 payment voucher,subcontractors providing the progress unconditional waivers will be paid from this disbursement to satisfy their obligation to JEMA Construction of this contract agreement. Its estimated$42,000.of this disbursement are of subcontractors,vendors,etc.to JEMA Construction performed on this project with the remaining balance on hold till notice of construction forensic site review and financial analysis have been Continued Page 2 of 3 Tel: (626)538-4668 Fax: (626)538-4668 Address: 441 E. Huntington Dr. #312 Arcadia,CA 91006 1 ' Page 2 of 3 completed. Total unpaid dollars invoiced and encumbered by the contractor total$133,183. Cost for Materials Breach(ROM): • Water Proofing of Building 2&3 below existing grade at the subterranean level are estimated at $49,000. • Structural framing at building 3 caused by SOG elevation deviation is estimated at$3,000. • Stair modification for building 1—3 of all units is estimated at$8,600. • Property Line wall repair both south,west and northern walls for missing bonding is estimated at$13,500,remove and.replace wall. • Non-delivery of inventory from paid invoice of the plumbing fixtures are estimated at$6,000. • Flood remediation and damage to inventory stored are estimated at$8,500 • Architectural and Structural fees estimated at$5,000 The following cost bulleted above totals$93,600 CO#5 for Vertical Lift was not received on site as material stored. Adjust monies encumbered from JEMA from$133,183 to$108,183. This is a S-25,000 differencecurrentlycalculated as hard and soft tangible cost. Total cost impacted for this delay from December 16,2017—with an estimated completion date of May 20,2017. The additional 155 calendar days will be estimated for compensable damages using the conventional "Eichelay Formula"is estimated at 5180 per delay day. Total days of 155 at$180 equals to$27,900 of claim compensable delays to New Ridge Development, LLC. Total dollar impacted as of 1/30/217 is estimated at$2,900 due to New Ridge Development, LLC and will be used as base towards our claim. After sub consultants listed in disbursement 13 are paid an additional$42,000 shall be added for this claim totaling the claim to$45,800. This claim will change after completion of the project is complete. Additional fees may be included for legal, professional consultation and any additional unforeseen construction of founded throughout the build out of this project. All material stored on site will be inventoried for reference,as all materials delivered on site have been invoiced and paid previously. • Contractor Asset Equipment: Any equipment will be held as assets till the project final costs of this termination has been determined. Currently there is no obvious equipment stored on site. • Rental of Equipment: Any vendor owned rentals such as temporary construction toilet&fence, observed on site, NRD will notify vendor directly to remove or tender the open invoice with JEMA and continue service under NRD. Inventory is temporary fence and porta-potty. • Contractor Asset Tools: Any tools found will be held as assets till the project final costs of this termination has been determined. Currently there is no obvious tools stored on site. All communication regarding this project shall be forward to Joshua Higgins, Project Manager. Any filings to the County of Los Angeles for liens against our project are done under false pretenses and will increase additional dollars to our claim to exhaust any liens noticed. Including but not limited to legal and administrative fees. Continued Page 3 of 3 Tel:(626)5384668 Address:441 E.Huntington Dr.#312 Arcadia,CA 91006 Fax:(626)538=4668 NI New Ridge Development velopment LI,C Page 3 of 3 All vendors,subcontractors,consultants used on this project shall be notified in writing within 72-HRS from this notification. They are to notify the.Project Manager for immediate resolution. JEMA Construction shall notify their insurance company,City of Arcadia of this termination to remove any additional liability towards the project APN. JEMA shall provide to NRD a Final Conditional waiver, notarized of the original contract with approved CO#1 for monies received. If you have any questions,please feel free to contact me Sincerely, .0.04 Claire Dong, 0 Attached: Letters 1-3 cc: Yanbo Liao, Principal Joshua Higgins, Project Manager Don Stockham,CBO,City of Arcadia Henry Kenrick,City or Arcadia HASZ Fund Control Javier Gonzalez,TGA Troy Dong,Gouvis Engineering Consulting Group, Inc. Tony Haung, FGB Lydia,Jou Insurance File: Tel: (626)538-4668 Fax: (626)538-4668 Address:441 E.Huntington Dr.#312 Arcadia,CA 01006 JEMA CONSTRUCTION, INC. 5040 Heintz Street, Baldwin Park, CA 91706 Tel.: (626) 962-0888 Fax: (626) 962-0822 February 2, 2017 • NEW RIDGE DEVELOPMENT LLC. 441 E. Huntington Dr. #312 Arcadia, CA 91006 Attn.: Claire Dong Re.: Project Contract Termination Dear Ms. Dong: In response of your letter dated January 31, 2017 regarding 681 685-N.1st Ave.;Arcadia — CA 91006, we would like to response as follow: 1. Per our contract agreement under General Provisions: °... disputes shall be resolved by binding arbitration ..." 2. We are willing to continue and finish the project per agreed time schedule (April 14, 2017) at our meeting on your office January 12, 2017, and even earlier than the schedule as I proposed to you on that meeting. 3. But the subs need to get paid to continue work, Sincerely, kly iu President Cc: Yanbo Liao, New Ridge Development Joshua Higgins, New Ridge Development Don Stockham, City of Arcadia Henry Kemick, City of Arcadia Hasz Fund Control Javier Gonzalez, TGA Troy Dong, Gouvis Engineering Consulting Group Tony Huang, FGB Lydia, Jou Insurance