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HomeMy WebLinkAboutUntitled BACKFLOW PREVENTER TEST R -•,� ! t40ruyy R ! 4'- I i ,, J.�`' qi City of Arcadia ILE) t °- ` ...4„„,,,,0,0.# P. O. Box 60021 Arcadia, CA 91066-6021 -' .. i 1 Assembly lD i I Facility Name �I i Acct Number I 1 Meter ^i _� I Test Report Due: , ^ —I Service Address e.;c 1 S7 /�i` _ I Schedule Code , —_ 'v I Assembly Info (ReplacemenUCorrecticn) Assy Location I i SN D' d/,J1$`/ Tap Number 1 Containment I I Mfr 1171 • J j Contact Name I j Ph 1 I Type I I' I Map Page I i. #21 --- Size I II ///L/ 1 I Q('i Yt(4) I.1C. ftc Model I— E/5(.4)-,../ 1 J I 1 LJI ! /���C v I-r'd f. C :1)(1) (cd2Qii)r[7� LLC Install Date 1 I 1 L�// E /TI i)ii 1I c Tc-i) t i r, # ,J)� _ —_. <<k, I/f1rC Assy i D 1 Facility I I Haz.Level 1 • Line pressure at time of test - REPORT OF TEST RESULTS 0 Approved BFP 1 Check Valve#1 Check Valve#2 II Relief Valve 1 PVB/SVB Shut Off Valves Initial ', L /Id•t Held at J Opened at �_�_� Air Inlet Opened:at j R1 r2 . (I PSID : •i /PSID i : PSID PSID Test ! i Li C• losed Tight l0 Closed Tight ! Did not Open Closed Tight I LJ Check Held at CI:ass: ) C Leaked '._1 Leaked I_-; Did Not Open PSID [ Leaked �I ' 1 II I Falll ; j Li Leaked ' ' I - J CLEANED 7 CLEANED ii CLEANED (L C• LEANED . CLEANED Ij_'F REPLACED REPLACED I REPLACED I REPLACED ( REPLACED I !i! Disc iD Disc Disc C Air Inlet DiscREPAIR i LI •I E L Spring LI Spring II [ Spring Airi Inlet Spring I I P ❑ Guide 1 EGuide II II Diaphragm f C• heck Disc A LI Seat C Seat 11 C Seat L Check Spring C Hinge Pin i ❑ Hinge Pin I. J 0-Ring(s) 1 C Float 1 i C M• odule i, Li Module 1-1 Module {C D• iaphragm { R 7 R• ubber Kit ; ;i I Rubber Kit !rf-- Rubber Kit 1❑ Rubber Kit • I j__ i :l I F I Ei j Other `r- l 1 Other/Notes:. Final PSID - PSID 1111 ^i ❑ Opened at ' Air Inlet i PSID � Closed Tignr l_ _-.1 1 • Test I Il Closed Tight _j Closed Tight PSID 1 CK Valve PSID 1 Pass J OVE EPORT I CERTIFIED TO BE TRUE: rr r.. 1A ( Te / c•tlal ertificate n I Date:' I Print me g"(•%S -S 1, Company ' Phone Repair By 1 ��- �.•1 t.-c�l�.G__.1 /191evy 1-11-'- 8/01 Final Test By 1 -, , - — — 1 I I • I CITY OF ARCADIA WATER EFFICIENT LANDSCAPING - ORDINANCE NO. 2330 LANDSCAPE DOCUMENTATION PACKAGE - SECTION A PROJECT INFORMATION Date: 0/3//"/ Project Name: (0 (/N/ CC1M Dv sr ,9 Project Applicant: lit'fi^-) DeE f44r. LLL Project Address and Location: Street Address Assessor Parcel Number ( i /4 (Y571.2.-.o0‘,030 Arcadia Tract/Parcel Map No.and Lot Number(s) 7240-4 Nearest Cross Street California 9100_ c.0 t v P-A-,o Project Type (Please check all that apply): Blew ❑ Rehabilitation ❑ Single-Family Residential ❑ Private ❑ Public [ ultiple-Family Residential ❑ Commercial/Industrial ❑ Mixed-Use ❑ Institutional (i.e., hospital, school, etc.) ❑ Other Please fill in the information below to describe the landscape project: Total landscaped area S'a pe (sq. feet) Total turf area 3 (sq. feet) Total non-turf area qt• -° (sq. feet) Total active recreational areas 4-- (sq. feet) Total area of Special Landscaped Areas Q0 to (sq. feet) Total irrigated landscape area .r00 (sq. feet) Total non-irrigated landscape area 4"' (sq. feet) Please check the Water Supplier for this project: lVtity of Arcadia Water Services — 11800 Goldring Road,Arcadia, CA 91006 — (626)256-6650 ❑ East Pasadena Water Company — 3725 Mountain View Ave., Pasadena, CA 91107 — (626) 793-6189 ❑ Sunny Slope Water Company — 1040 El Campo Dr., Pasadena, CA 91107 — (626) 568-4266 ❑ California American Water — 2020 Huntington Drive, San Marino, CA 91108 — (831)646-3252 El Golden State Water Company — 110 E. Live Oak Avenue, Arcadia, CA 91006 — (626)446-1372 ❑ Other —Address —Phone Acknowledgment: I agree to comply with the r-•uirements of the City of Arcadia Water Efficient Landscaping Ordinance and submit a corn - e Landscape Documentation Package. Applicant's Signature Date tI9/2"'1 -3- November 3,2016 i BACKFLOW PREVENTER TEST R ,'- - ; 44701714-t, City of Arcadia ( u IP.t PI f�,: i -- Pe P. 0. Box 60021 Arcadia, CA 91066-6021 i Assembly ID I I Facility NameIi Acct Number i i I Meter —�I I Test Report Due: -. ^— Service Address ,5%�� r3 • J t7 /�;� Jche1e CodeiGi 1 -r _ i Assembly Info (Replacement/Correction) 1 , I sN ;l , . :I 5 - Assy Location 1 , I; z - i; Tap Number Containment I I Mfr ,..1___: ^ I Contact Name II Phi I Type ; / Map Page - --___.__.____.�2 i i Size (-1i /�� f !. C 021/1L/1 ; I.1Ck I/l, I I 'Model L i si1`/ 1 ' it I'd c0 f, (-1 e(C J=ic 111�'�i 2.L C Install Date I t 4/// el jig.f=r t>>7 c T,-,) b r. f 5l j.4ssy l D — -- I . 1 Facility I Haz.Level. _ REPORT OF TEST RESULTS Approved BFP Line pressure at time of te_• ❑. Check Valve#1 Check Valve#2 1j Relief Valve I PVB/SVB Shut Off Valves Initial L Heid t l Held ate` 11 E 0 en at I[i Air Inlet Opened at I • ;R1 r2 7� �� PSID C �f--PSiD i I --- _1—.— Test I ` PSID PSID I a I 71 Did not Open I Closed Tight Closed Tight i Closed Tight I le 1 Cp— �, �1 J Check Held at1 ras i Leaked t.--J Leaked i Did Not Open __ PSID Leaked 17 ,i7 C i , j Fail I I ;E.' Leaked CLEANED ( fl CLEANED CLEANED I Ei CLEANED ,CLEANED I H. 1 i REPLACED i REPLACED REPLACED I REPLACED I REPLACED ;!_ ; CI R Disc I C Disc - I I ' Disc j r] Air Inlet Disc REPAIR i i I I i_ I E ILi Spring i`j Spring ti [ Spring I n Airl Inlet Spring ` I I P I ❑ Guide I] Guide 11 H Diaphragm ID Check Disc ❑ Seam IJ Seat !I Li Seat • I C Check Spring i A H Hinge Pin i ❑ Hinge Pin I 0-Ring(s) I C' Float I I i Module Module I Module 1 H Diaphragm R + ,J U . jU Tiice; Rubber Kit - ; i� Rubber Kit �` Rubber Kit I I Rubber Kit 1 � , C ,C i CJ Other 0 I I Other/Notes! IFinal PSID1 PSID i 1 1-- L1C Opened at Air inlet PSID Closed Tght t_i :_.. Test 1 j 1 •Closed Tight �I Closed Tight I. P510 I CK Valve PSID i Pass !_I 1 :OVE -EPORT I CERTIFIED TO.BE TRUE: )71I`C(LLY;G / i./ rf/ 1A C' ilial Test by CerSficcte K I Dater Print me g-ti S '- C I Corn^any 1 Phone lit': GCtCi i/G 7/7 / > ,-�'.r lIJ�O 4,2,�'1- _22 / �_ -;;?'r 3/62_ Repair By i �/ / I Final Test By i �. -- -; -- — --- 1 4 • • CITY OF ARCADIA WATER EFFICIENT LANDSCAPING - ORDINANCE NO. 2330 LANDSCAPE DOCUMENTATION PACKAGE -SECTION B PROJECT CONTACTS — The project applicant and other individuals may receive inquiries or notifications of all proceedings regarding the Water Efficient Landscaping Documentation Package. Please provide the name, mailing address, email address, and telephone no(s), etc. of each person to receive such inquiries and notifications. 1. Project Applicant NameTelephone and Fax Number(s) �t f ci r2,O6F 0 zee f6.7e'5";if &C,F Title Email Address Mbb hIc. ✓--afit/e/ooeeaovyc.oK./+p's7 compan MailingAddress 'W /l/DGP pfyyt.-a/iNcv-LL // £. ifr.".n.✓4iv.v D 3/2_ city State CA- Zip?/day�nuk-r��7 a CA- 2. Property Owner Name(s) Telephone and Fax Number(s) Wfiv !G/cUd g fj l�liD�/Yl AV; GGC 6,24-37f-S1 G G g Mailing Address Email Address WI I f z't7ic4TRAt de- 4071 L #/0.04413,d ,1b✓ cc.T-ue.k City State Zip Code ci--DM 09- jjooG 3. Licensed Landscape Architect Name Title • . T t 60 0mz 4f2f.,14-treors, /N c, P/L/'vc,.,A-e , Company License No. &&&/ries C ztsf 17 Mailing Address Telephone and Fax Number(s) 13i S, flfzistrxi Ave 4?CO t024- 39/0 —9�9 City Email Address MI /a-DSA JA-V k.e 174121 rrecrs 44gr State 4, Zip Code Website Ci/004/ Vitt)w• rbk-X14-tiFe.r3. lutr 4. Certified Irrigation Designer Name Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website -Continued on next page- -4- December 1,2015 CITY OF ARCADIA WATER EFFICIENT LANDSCAPING - ORDINANCE NO. 2330 LANDSCAPE DOCUMENTATION PACKAGE - SECTION B (continued) 5. Landscape Installation Contractor Name I Title 5,reua z -c co o Company License No. .S' iin CON s r ,o(t J '734?).r Mailing Address Telephone and Fax Number(s) S24 Sr( *. A-24.4a ga41-35—il—17&3 City Email Address , A- z&sf _ /A,,c,.wT/s e State Zip Code Website 6. Irrigation Installation Contractor Name Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 7. Landscape & Irrigation Maintenance Contractor Name Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 8. Certified Irrigation Auditor Name Title CfAnY A/.40 Company p#4(l p-g-1 . License No. -- Pyr. s— fi-t,* nfil Qk.r�x�s�n•� pia op oo/iv ///047.- Mailing //O4ZMailing Address Telephone and Fax Number(s) Zi City Email Address State Zip Code Website -5- December 1, 2015 � d CITY OF ARCADIA WATER EFFICIENT LANDSCAPING - ORDINANCE NO. 2330 WORKSHEET - SECTION C THIS WORKSHEET IS REQUIRED TO BE FILLIED OUT BY THE PROJECT APPLICANT Reference Evapotranspiration (ETo) Rate = 50.2 inches per year The ETo for the Arcadia area is based on the State Department of Water Resource, Reference Evapotranspiration rate(ETo) for the City of Monrovia—Appendix'A'of the State MWELO. Hydrozone# Plant Irrigation Irrigation ETAF Hydrozone ETAF Estimated Total &Planting Factor Method Efficiency (PF+ IE) Area x Area Water Use Descri.tion PF IE in s•. ft. ETWU Regular Landscape Areas 1) Gov/ S /IRA . i in sr M .Cre 35• 10► 4)iy SIfis"k6 . - D , Gig" 2°Gv ;2117 5(0/0 W 5)t,W S#We z D r'Lf 0 d 3(s o f ori Totals (A) (B) I?84, I c,zv.c Special Landscape Areas (SLAB)-Includes areas irrigated with recycled water I1 I I 1 Totals (C) (D) ' I ETWU Total Cr/fjZ}t.._ . MAWA t r 2 0lei 21 Z Hydrozone # & Planting Description — e.g., 1) Lawn/Turf, 2) Low Water Use Plantings, 3) Medium Water Use Plantings, etc. Plant Factor(PF)— Irrigation Method—Overhead Spray or Drip Irrigation Efficiency(IE)—0.75 for Overhead Spray, 0.81 for drip ETWU (Annual Gallons Required)= ETo(50.2)x 0.62 x ETAF x Area MAWA(Annual Gallons Allowed)=ETo(50.2)x 0.62 x[(ETAF x Area)+((1-ETAF)x SLA)] 0.62 is a conversion factor to convert acre-inches per acre,to gallons per square foot per year Area is the total Regular Landscape Areas SLA is the total Special Landscape Areas ETAF is 0.55 for residential areas, and 0.45 for non-residential areas ETAF Calculations Regular Landscape Areas: Average ETAF for Regular Landscape Areas must be 0.55 Total ETAF x Area (B) Total Area (A) Average ETAF B+A All Landscape Areas Total ETAF x Area (B+D) Total Area (A+C) Sitewide ETAF (B+D)+(A+C) -6- December 1,2015 681 N 1st Ave - IRRIGATION SCHEDULE & FREQUENCY Landscape Maintenance bi-weekly Irrigation Maintenance monthly OCTOBER-MARCH ZONE TYPE RATE PER MIN DAILY FREQ WEEKLY FREQ 1D 3 2 3 2D 3 2 3 3H 1 2 3 4D 3 2 3 5D 3 2 3 6D 3 2 3 7D 3 2 3 8H 1 2 3 Landscape Maintenance weekly Irrigation Maintenance monthly APRIL-SEPTEMBER ZONE TYPE RATE PER MIN DAILY FREQ WEEKLY FREQ 1D 5 2 4 2D 5 2 4 3H 5 2 4 4D 5 2 4 5 D 5 2 .4 6D 5 2 4 7D 5 2 4 8H 5 2 4 , • I . CITY OF ARCADIA WATER EFFICIENT LANDSCAPING DOCUMENTATION PACKAGE—WORKSHEET SECTION E: ESTIMATED APPLIED WATER USE The project's Estimated Applied Water Use (EAWU) in gallons per year is calculated using the following formula. The EAWU must not exceed the Maximum,Applied Water Allowance (MAWA)calculated on page 6. EAWU _ (ETo) (0.62) [(Sum of all HAs x their PFs) = 0.71] EAWU = Estimated Applied Water Use in gallons per year ETo = Reference evapotranspiration rate 0.62 = Conversion factor to gallons HA = Hydrozone Area in square feet • PF = Plant Factor2 0.71 = Irrigation efficiency factor (measurement of water beneficially used vs. water applied)per state regulations. Show calculations (sample calculations are shown an page 10) 5-01Z° x of r'O Z (2,'299. `49 ; o. `71) --= tt?:q;-/79-. ,,0 OS‘150 see Landscape Plans L.® 4) • Attach additional sheets if necessary. 1 The Reference Evapotranspiration rate (ETo) for Hydrozones that are to be irrigated year • round is 50.2. To calculate EAWU on a monthly basis for Hydrozones that will not be irrigated year round, the following ETo table is to be used and totaled to arrive at an annual EAWU for those Hydrozones: Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2.2 2.3 3.8 4.3 5.5 5.9 6.9 6.4 5.1 3.2 2.5 2.0 2 The Plant Factor(PF) is an estimate of the amount of water needed by a plant based on the Hydrozone designation by the Department of Water Resources' Water Use Classification of • Landscape Species (WUCOLS). The applicable WUCOLS edition is available at www.water.ca.gov/wateruseefficiency/docs/wucols00.pdf. For the purposes of this Water Efficient Landscape Documentation Package, the Hydrozone Plant Factors are as follows: HW is 0.85, MW is 0.50, LW is 0.15, VLW is 0.05, CST is 0.80, WST is 0.60, and NW is 0.00. -S Irrigated Zones Section C: Water Budget Calculation Maximum Applied Water Allowance (MAWA) for project MAWA=(ETo)(0.62)(0.70 x LA) Eto=50.2 0.62=Conversion factor(to gallons) 0.70= Adjustment factor for plant types and irrigation efficiency. LA=Landscaped Area in square feet. (0.70 x 4,662.22 square feet) =3,263.55 MAWA=50.20 x 0.62 x 3,263.55=101,574.90 Section D: Hydrozone Information Table Total Irrigated Landscape Area=4,662.22 Square Feet Total Lawn Area=347.76 Square Feet(7.46%) Total Shrub Area=4,314.46 Square Feet(92.54%) Hydrozone Irrigation ZoneNalve Irrigation Method Area in Square Feet %of Landscaped Area A=CST Zone/Valve#1 Lawn S 347.76 Square Feet x.80= 278.21 (7.46%) B= MW Zone/Valve#2 Shrub S 3,922.29 Square Feet x.50=1,961.15 (84.13%) C=LW ZoneNalve#3 Shrub S 392.17 Square Feet x.15= 58.83 (8.41%) Sum of all Hydrozones: 2,298.19 Section E: Estimated Water Use EAWU=(ETo)(0.62) [(Sum of all HAs x their PFs)divided by 0.71] EAWU=50.20 x 0.62 x(2,298.19 divided by 0.71)=100,744.90 101,574.90 - 100,744.90 = 830.00 EAWU=Estimated Applied Water Use in Gallons per year. ETo=Reference evapotranspiration rate=50.2 for all year irrigation in Arcadia area .62=Conversion factor in gallons HA=Hydrozone Area in square feet PF=Plant Factor 0.71 =Irrigation efficiency factor (measurement of water beneficially used vs.water applied)per state regulations. CITY OF ARCADIA WATER EFFICIENT LANDSCAPING DOCUMENTATION PACKAGE—WORKSHEET SECTION F: WATER BUDGET COMPARISON & ACKNOWLEDGEMENT WATER BUDGET COMPARISON The Estimated Applied Water Use (E.A.W1.1) from page B must not exceed the Maximum Applied Water Allowance(WAWA)from page 6.. The EAWU of 101 , 574,90 gallons per year is less than or equal to the MAWA of 1 0,,744,, 90 gallons per year. .... ACKNOWLEDGMENT SIGNATURE(S): The signature of at least one of the following Is requktd to complete this Water Efficient Landscaping Documentation Package. UWe acknowledge and agree under penalty of perjury under the laws of the State of California that the information contained in this Water Efficient Landscaping Documentation Package is true and correct. • Signature of Project Applicant Date • Oadf-cli Rag e U.( -th-ffict Signature o P ••- Owner Date • Signature and Wet Stamp of Licensed Landscape Architect Date • L.. - - CTYOFARCADIA . WATER EFFICIENT LANDSCAPING DOCUMENTATION PACKAGE IJ1 o d A SAMPLE WORKSHEET o o m The following calculations and tables are provided only as examples. • Section C: MAWA = (ETo) (0.62) (0.70 x LA) = (50.2) (0.62) (0.70 x 7,250 sq. ft.) = (50.2) (0.62) (5,075) = 157,954.30 Section D: Project Address: somewhere in Arcadia, CA Hydrozone* Irrigation Irrigation Area.in % of Zone or Valve Method** Sq. Ft. Landscape Area A=MW 1 R 600 8.27 B =LW 2 B 1,000 13:79 C = MW 3 MS 890 12.28 D =WST 4 R 2,850 39.31 E=VLW 5 none 810 11.17 F= HW Pool &Spa n.a. 1,100 . 15.17 Totals -- -- 7,250 99.99 Section E: EAWU = (ETo) (0.62) [(Sum of all HAs x PFs) 0.71] Hydrozone A: 600 x 0.50 = 300.00 Hydrozone B: 1,000 x 0.15 - 150.00 Hydrozone C: 890 x 0.50 = 445.00 Hydrozone D: 2,850 x 0.60. = 1,710.00 Hydrozone E: 810 x 0.05 = 40.50 Hvdrozone F: 1,100 x 0.85 = 935.00 Sum of all Hydrozones: = 3,580.50 EAWU = (50..2) (0.62) [ 3,580.50 3- 0.71] = (50.2) (0.62) [ 5,042.96 ] = 156,957.08 Section F: The EAWU 156,957.08 is less than or equal to the MAWA 157,954.30 The proposed landscaping complies with Ordinance No. 2267. } -10- Irrigated Zones Section C:Water Budget Calculation Maximum Applied Water Allowance(MAWA)for project MAWA=(ETo)(0.62)(0.70 x LA) Eto=50.2 0.62=Conversion factor(to gallons) 0.70= Adjustment factor for plant types and irrigation efficiency. LA=Landscaped Area in square feet. (0.70 x 4,662.22 square feet)=3,263.55 • MAWA=50.20 x 0.62 x 3,263.55=101,574.90 Section D:Hydrozone Information Table Total Irrigated Land scape Area=4,662.22 Square Feet Total Lawn Area=347.76 Square Feet(7.46%) Total Shrub Area=4,314.46 Square Feet(92.54%) Hydrozon e IrigationZoneNalve Irrigation Method Area in Square Feet %of Landscaped Area A=CST ZoneNalve#1 Lawn S 347.76 Square Feet x.80= 278.21 (7.46%) B=MW Zone/Valve#2 Shrub S 3,922.29 Square Feet x.50=1,961.15 (84.13%) C=LW Zone/Valve#3 Shrub S 392.17 Square Feet x.15= 58.83 (8.41%) Sum of all Hydrozones: 2,298.19 Section E: Estimated Water Use EAWU=(ETo)(0.62)[(Sum of all HAs x their PFs)divided by 0.711 EAWU=50.20 x 0.62 x(2,298.19 divided by 0.71)=100,744.90 101,574.90-100,744.90=830.00 EAWU=Estimated Applied Water Use in Gallons per year. ETo=Reference evapotranspiration rate=50.2 for all year irrigation in Arcadia area .62=Conversion factor in gallons HA=Hydrozone Area in square feet PF=Plant Factor 0.71=Irrigation efficiency factor(measurement of water beneficially used vs.water applied)per state regulations. • \ . 681-685 151 AVE CONDO'S FIXTURE COUNT TUB/SHO SHO KIT SINK TOILETS LAVS FAUCETS WHIRLPOOL WASHER HOSE BIBS DISHWASHER UNIT#1 1852 SQ FT 2 1 1 4 5 5 1 1 2 1 UNIT#2 2183 SQ FT 2 1 1 4 6 6 1 1 2 1 UNIT#3 THRU UNIT#5 1584 SQ FT 1 1 1 3 4 4 1 1 2 1 UNIT#6 2257 SQ FT 1 2 1 4 5 5 1 1 2 1 L CITY OF ARCADOA WATER EFFICIENT LANDSCAPING DOCWVIENTATION PACKAGE WORKSHEET Please complete the entire worksheet (Sections A through F) as it.is part of the Water Efficient Landscaping Documentation Package that is required to be submitted per Ordinance No. 2267. SECTION A: PROJECT INFORMATION Date: Tr 2 9 r 2,014 Project Name: S•E r-Vi 'we CO✓IJO i,n i`U/y.)3 Project Applicant: S CSV Proper+y �u✓� ` �I_(� Project Address and Location: Street Address Assessor Parcel Number 601 -6e5 N01 is f- Ne S'7 72- 006 - 3,v Arcadia Tract/Parcel Map No. and Lot Number(s) TCar - '3 ip : SMD z9 Pa3e 8 Nearest Cross-Street California 9100Haven iNve-nye Project Type: Please check only one 0 Public or community facility(i.e.,park,playground,etc.) ❑ Single-Family Residential ❑ Commercial [Multiple-Family Residential 0 Industrial ❑ Mixed-Use ❑ Institutional (i.e.,hospital,school,etc.) ❑ Other Please fill in the information below to describe the landscape project: Total landscaped area 4-5 7 1 (sq.feet) Total turf area 3 Li-5 (sq.feet) Total non-turf area +2.2-6 (sq.feet) Total active recreational areas 31-I-5 (sq.feet) Total area permanently and solely dedicated to edible plants 0 (sq.feet) Total irrigated landscape area g P 4 g 1 (sq.feet) Total non-irrigation landscape area O (sq.feet) -3- J • CITY OF ARCADIA WATER EFFICIENT LANDSCAPING DOCUMENTATION PACKAGE—WORKSHEET SECTION B: PROJECT CONTACTS — The project applicant and other individuals may receive inquiries or notifications of all proceedings regarding the Water Efficient Landscaping Documentation Package. Please provide the name, mailing address, email address, and telephone no(s)etc. of each person to receive such inquiries and notifications. 1. Project Applicant Name Telephone and Fax Number(s) • Caen Gro,N67g, - o56 Title Email Address 3.a5e.A@ mvr-So;I, cov+-N Company Mailing Address Pro pr -i j LIGstege s;fit c+ , ,z psc dk St, mad; CP 1006 1 2. Property Owner Name(s) Telephone and Fax Number(s) SGV Pro oec*, F - 4 LLL 626 - 1+47 -o SSS Mailing Address I Email Address W' Jvse-ph S 're{ �a5e-nR. v�Vr, ;Sol cony, City �dte Zip+COo� 3. Licensed Landscape Architect Na e 4o i r ' r"`�:I�'t Title c ;leer Company License No. -r6 11. Mailing Address Telephone and Fax Number(s) L 9.E3 c+ 4 ree-n 5-- -reef 67.6 -•39 6 - 9599 99 ext 66 3 Ci Email Address ,add ( v a �\^e ii�'G�1"flee ,ht State , Zip Code Website Cl91 to oui.U,-E9arctiitteetrinet 4. Certified Irrigation Designer Name Title Company License No. Mailing Address Telephone and Fax Number(s) City • Email Address State Zip Code Website -Continued on page 5- 1 -4- CITY OF AIRCADIA WATER EFFICIENT LANDSCAPING DOCUMENTATION PACKAGE—WORKSHEET SECTION B: PROJECT CONTACTS-CONTINUED FROM PAGE 4 6. Landscape Installation Contractor Name Title D _ Company _License No. • Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 6. Irrigation Installation Contractor Name Title Company . License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 7. c Lauds ape & Irrigation Maintenance Contractor(if known at this time) Name a Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 8. Please Check the Water Supplier that applies to this project: City of Arcadia Water Services — 11800 Goldring Road,Arcadia,CA 91006 — (626)256-6650 ❑ East Pasadena Water Company — 110 E.Live Oak Ave.,Arcadia,CA 91006 — (626)446-1372 ❑ Sunny Slope Water Company — 1040 El Campo-Dr., Pasadena,CA 91107 (626)568-4266 or (626)795-4163 ❑ California American Water — 2020 Huntington Drive,San Marino, CA 91108 — (888)237-1333 ❑ Golden State Water Company — 110 E.Live Oak Avenue,Arcadia,CA 91006-- (626)446-1372 1 CITY OF ARCADELA WATER EFFICIENT LANDSCAPING DOCUMENTATION PACKAGE—WORKSHEET SECTION C: WATER BUDGET CALCULATION IVIAXIMURII APPLIED WATER ALLOWANCE (IU1AWA) FOR PROJECT The Project's Maximum Applied Water Allowance (MAWA) in gallons per year shall be calculated using this formula: MAWA = (ETo) (0.62) (0.70 x LA) MAWA = Maximum Applied Water Allowance In gallons per year ETo = Reference Evapotranspiration rate (inches per year) which is 50.2 for the Arcadia area* 0.62 = Conversion factor(to gallons) 0.70 = Adjustment factor for plant types and irrigation efficiency LA = Landscaped Area in square feet • Maximum Applied Water Allowance = i 0.) 57Lir.,9 4 gallons per year Show Calculations (a sample calculation is shown on page 10) (O2) (,7o )‹ y-, G62- 22) _ Io I . 574,90 ( ic see. Lid s.c - L-Lf) *The Era for the Arcadia area is based on the State's Department of Water Resources' Reference Evapotranspiration rate(ETo)for the City of Monrovia. -6- (R-►Sv See Lan dS , c'ape 1 . C9 T Y OF DI l Pias L-Li_ WATER EFFICIENT LANDSCAPING DOCUMENTATION PACKAGE —WORKSHEET SECTION D: HYDROZONE INFORMATION TABLE �j Please complete a Hydrozone Information Table with the details for each hydrozone. Use as many sheets as necessary to detail all the Hydrozones. The table is to be keyed to the landscape and irrigation plans—a sample table is shown on page 10. ' I Project Address: Hydrozone* Irrigation Irrigation Area in % of Zone or Valve Method** Sq. Ft. Landscape Area 1 c5-1- sit-7,76 74 i s N\w ` Q 5 3,922:. 29 S -, I -% LW . C S 392, 17 8,41, A j 1 . 1 . 1 .! 1 . • • Totals - - - - 4;661..22.. 100 Attach as many sheets as necessary. * Hydrozone — Per the Department of Water Resources' Water Use Classification of I' ! • Landscape Species (WUCOLS) for Region 4—South Inland Valleys and Foothills, the various i . Hydrozone designations are as follows. The applicable WUCOLS edition is available at www.water.ca.qov/wateruseefficiency/docs/wucols00.0df. HW = High Water Use Zone — Plants and water features that need or use high amounts • of water(i.e., Dichondra, Japanese maples, pools, spas, fountains, ponds, etc.) ':, MW = Moderate Water Use Zone LW = Low Water Use Zone • • VLW = Very Low Water Use Zone — Typically an area.that is not automatically irrigated, but has plants that may need only occasional hand-watering during particularly hot and/or dry periods. ! CST = Cool Season Turfgrass Zone o 0 WST = Warm Season Turfgrass Zone . CO ;1 NW = No Water Use Zone i' :I **Irrigation Method MS = Micro-spray S = Spray R = Rotor B = Bubbler D = Drip 0 = Other N = None j '! -7- 1. 681-685 Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 1 STRUCTURAL CALCULATIONS FOR CONTIGUOUS PILE RETAINING WALL SYSTEM 681-685 FIRST STREET, ATIAAA,fA. 91006 2 �ov� -o .11 • -....`:-. o •. Nom �"' � June 24,2015 0` .....N.�.� y 9 o 5-014 Prepared By: :. "`'' o 0 10�G TENG LI&ASSOCIATES �, -` "'o a 0 a: +..!tmi1 k '• �,�• cI+ i r G s to :fQ +i Structural Engineers 2 0 y 1 4 , 1070 N. Altadena Drive %0 3 c►5 NO•.1 ? Pasadena, CA 91107 �, 'G Oy a '9 's •t, yfr Tel 626-797-0531 r :•w> Email:teng@ccse.us p��, ::�,'`� �. CT1�It*/ •..,Oy '.0PIkliV`GA�`�t,,. STRUCTURAL CALCULATION MAX: 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=9'-4"cantilever temparary shoring LPILE computer run printout is included in this email submittal;other retaining heights do not govern the critical design. I/ _ 681-6851st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 2 SCOPE: This f 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. Sort 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 fc'=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 depth estimate based on CBC Section 1807.3.2.1 (Nonrestrained) d=0.5A[1+,J 1+4.36h/A)],where A=2.34 P/Slb [See Table below for pile diameter=1.5'0 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 P.p ?ki::-` 'd. Pp.(?%3). ;PP..(Bot) • llie ::: .(it •. •• ft • `�: ,i ": Retaining Embed Total • Height Ae�th Length 1'::°:_::3482.:` :'::3.11'534 00 = .;1;:50 • •6.83 :::;: 16.' 3649 .:::• V-4" T-8" 1T-0" 2.75 ' 34:00_'• ': 3`'50 '. 6:00 : 068. . .3204': 8'-3" 6'-9" 15'-0" `3' :2 03 '2.4'2; 34:00 1: ':: - 84 7-3" 5'-9" 13'-0" 2.'08 X34 x00 1.50 4 58': ;_816. 244$ 6'-3" 5'-9" 12'-0" : 13.03 • 1 7B 34::00. 3..:50 :3:`63.: - == 62 2047. 5'-3" 4'-9" 10'-0" 1.42 '534,00 7,50 ;3:37- 64 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 11/3=2.83',P=80x2.67x8.67x8.67/2=8028# d=44.25x8028x2.83/(300x7x 1.5)=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=A14.25x10637x3.13/(300x1.33x7x1.5)=5.82' <7'-0"=O.I . 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. 2-117 each face. pile section area=3.1416x 9x9=254 sg-in., 0.01x254=2.54 sq-in. --Use 447 vert.with#3 ties ii,6" O.C. Check 4" shotcrete wall to span between Hard-Piles,Span=1'-8" Max.pressure=80x8.67=694 psf. Max.M=694x 1.67x 1.67/11=176 ft-#/ft. Mu=0.176x1.6=0.28 ft-k/ft. F=12x2x2/12000=0.004,Ku�.28/0.004=70,au=4.4 As=0.28/(2x4.4)=0.032 sq-in.fft. As(min)=0.002x12x4=0.096 sq-in./ft. -- Use 4" shotcrete w/#3Al2"each way. Check ties between Hard Pile&4" shotcrete wall: Tension=80x2.67x8.67x0.5=926#/ft. As=0.926x1.6/(60x0.90x0.707)=0.04 sq-in.Ift. Use#3 x ties nn,24" O.C.staggered both sides 681-685 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)=0.0018x 12x4=0.0864 sq-in./ft. --#3@15" Use 4" thick,#3 a 12" O.C.each way(Cont.same reinf. as below) 681-685 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 5 4" H' 3 1# 3 Dowels @ 24" O.C., W 1 8".embed into Hard Pile N °, wi approved epoxy adhesive °' .0 ,in 15°downward angle oI staggered to other side, .>4 `° P. 1 double at pile top 1 , 1 Finish grade 1 0l.NJ: i!_-W-ii "LLl�ll 1,1.l— I I 1=1 I I—T „...0_,..411 t Tt RT III 1 11 1 I I-1 11-1 1 111- ` ; #3 Circular or rectangular ties @ 6" O.C.,double ties at top,circular ties d. 1-j 1 to have 12"min.lap 1 ITT� , 1 I -1. 1 1 11_1 i • 1 1 I-1.i r �, bi) V110 cd - i Page 6 I TJ 1 Z 1 11 r p ' I = 1 I 0 1 I— 1 I *II v. VI 0 y , �--.—. 18"0 Hard Pile @ 2'-8"O.C. 5 slab-on-grade w/ �" ' ' See Detail Plan for Details t, ' 1. #4@18"O.C.placed �t. 1 W with 1.5"clear top cover ; �— 6 E 'm z y o i _ '"'S prr greater :111=n F-1 1 rs21119 ..=__N ._..,iliffiza%-c--—- ::::"-;4.,:..c'? ' >E, zt * jr .-7 IFFI •-'11411.0. .. ' . 47**"'.r 7:14. C .9.10 0 rrl r • W o 1TI • •�k`kkkakkk11kkk` a� 900 Std hook,Typ. .r :::IflJi Z Q ' . P' 1 IMP RI roi'o F Z e f If 'N Po 70 - - y i N a ..e.--1: vaNEmnm CSI® i {��� y C i f..' r Deivikt. r 1 1 "it1/1'}+x.,, T•' ; • cn 1-..far-1- h't`I ` �ttit • p ® 1 --- - 1 f I I 1- 1 1 fU Hard Pile Detail Elevation 681-685 1st. Street Arcadia, CA 91006 Contiguous pile retaining wall system PAGE 6 21-811 #3 Dowels @ 24"Q.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 F" Mk NI. c.... ...„-.-1.- .c. r - Slurry , : ,. t Slurry SlurryTT;filled pile '?�� ) filled piled{r, 4 .� • filled pile.: //// o P -.- . -; • �oSA.4tr� ,...el. • •ti: •'• S•Cr�y,..d'�✓ t^d ,l/% 1 moi' �1{:./ � �(��F���"F .C.c 1y��'�.'��d `vim ��`�l ��.f�'j�,� ���yylr� — - w:(43.`+ 1 ..� aCr_,>.. y Xyv -, •S i .A•• ,r ^v�y ` ',,,, .V�ti', ...��EE ii mss,. �`�..w-'-`•J9Y - Al-ii�t �J- '-;i.L.c �- `�,•,,+�,�.� i`; :,::l:<x.,..,tea+� `y�'"`l�»�•?.-s�Ee... ..:�. �h.� cv` -stt's`. 0 -iai' -tr c;:".. n4,_L'„^.:'i�^ r•o.,^ ,s�.�.., :!?S�.(... .{ a�� �,? s' -+S::ic`. �,""�[-� f�-,>_s: :u1.-ti?� ��� _-z..'��s..a?' ..a �:a� .lcu.'�'�.�!o,�� -' .t„�,a ',;.xvl• .•.. •e.' .\'.C3” 3•;gt A, - .�s c''"� iii �f-'J,in A r,u� `,x.i. - .c.-:?r�Y=_ s'�... �,cn.• •asp .>.��.'.' ,..;,.�5' - 's"'t`"'.> .�:r.";3:�.. ik•,...;C ,..��•#: -`.:?, *�,;i`L,:c�<*,�� .x�.^'.�^'":v:.,} __ n'ti:r: ,t..:i'-..�^.tis`?s_. .<.�.e .,.,.r>�;a:c...;S�!t,`Y: a,:'4_....,:< kJ'.��,. ,�,�.,S ':' �...r:.','r<::sJ.. ..naa;+:w,.•f�:,,w,�. w.i3"",,..m=:.�f ;:p,:*�2�11.:_..- 6" 1,_811 / 1,_811 ? / - ,I wetr to tyro CD=1-` m �7 v rs m 2" cove 8. o <=`T`� {il 4 min. thick shotcrete x p it Page 5 fc'=3,000 psi.,reinforced q'o _ a o with #3 @ 12" E.W. - DC6c, ®� • • • 'Jc)m2Zo 0l� Soft Pile/Hard Pile Detail Plan �' `-• Q” E, PILE LENGTH: mgsnoa � ® G.•+ mo2nc, . Z :ooropo9m z C For Soft Piles (slurry filled) =Excavation depth+ 12". o Pz co rim=a 0 i— . b Eag0zo rn � ni oc-)m-<"' � z For Hard Piles (fc'=2500 psi. concrete with reinforcement): =-.m- W. •-► Excavation depth Embed depth. Total pile length "' "y z�', 91_3" 7'-8" 17'-0" %`%%%%%%.rti►t%%%%%% 8'-3,. 6'-9" 15'-0" ;. ;'t'�"1+, 40 n , n CC et •jo . e 6-3 5.-9,1 12-0 -�•'� ,c,..,: r t 'NO. 79,.:. 5'-3" 4,-9" 10'-0„ ft ,. 4f_3" 4'-0" 8'-3" r .. . Note: Design is based on soil pressure with hydrostatic �''1r •.• +~ and/or seismic induced pressure added for permanent ��``"". `"`� retaining conditions. Sub-Drain system is not required. • • 11 TOM.=: V V 9LLt6V3 VLO.VOe av ititmo wxm nr¢11 °�°nac :CIMOVUUM.VdrIVarca=svxorLi axcid=sat stmaw=slim:LOIS arIMILV'J.S:14 solar 'DNY NO1130=1,I00 VFW ��`�� OL SI OT S 0 2 ee�aen�sml-/c.'-iTM li, 1511 NOM'a'•S \ TWA 110122100TIM+ H/1.3052103 t1V•Id I �r emo�oalml� ■ e sa0 ' .a ...7. -- c IGS-� I ` • mta+ermvnea�l y sM.s !e1i ^:a*."— �..-.'--- -I -` �' 'T (:41;01 Ra.ez=Grm�t • 11�`I .^..• ........ ... ...,..•.•.•••.•.•. :wwwww;•_.•: ti -�_� m+oorr^'n __r EZL es/a=d.a ,O*® ram ecru mans Cat 0+G i �� rte- . 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't 7�, ¢''A �o� V� ...,y.t X}' �r ; :•:•::::117i11.idNfl• 1 , ' y=�3S4//WI[�' s�Yitll�.►gR11k a ao�.a 4ta'itRgY=.'.Trg- z...,-A, R A � •x;11 R o-� -a: rb vuosOn.nus !,41 1 4 ••••. : 1'il411°01 :. \ 1 dVIAI A.LIAIDIA I ` 1.11,-1 r �{ _ "••.A .R �?'P , ',,,1::q., 'L..] 4-!..•6211\:11 .,\'‘\\\''. - '' �‘bilI r _ .:4:111:All=lk 1 I. i, ,. .. . s. \........, \6,!içT .b , S.y a4o�pN .an$ . j y �, ,rya ,,,. .. :.'. orSt N ~:• dt° saw, 1 I lenrtisla 3e•sac *- N ® .`, 01 iS�W� \ ° \ ,.ate,..�, N 0Nil' 1 n)•• d) LN GE/# 63353 1 ;k. DATE 9/14/15 '�'' ;:,:j 1, /.- fhiS/. ,i;.,''' fel w� 0 N T-I-- • Iii I, (/ - --41.'. . \- / I <. ,,,.`, 11;±0 `r ` `'''Mo.s 6226 C ^' I VI:;IJ '''{.I;' * Exp.6/30/17 */r l4''' F.G. 1. 12"THK. SOLID GROUTED CMU WALL. I --._ -_- - .: \'�;;=,\ • 2. 8"THK. SOLID GROUTED CMU .LL. I • 3i %j\\i"` �% ' ' 3. WATERPROOFING & DRAINAGE :Y © /1'.'i>. ,-''''.:-..%;'-,\�. z i ' 1 'I II'i l OTHERS. 8—/ d Ql ;;i �, -;`- -o �1 1; 4. WOOD FRAMING ABOVE SEE PL'N. 11,( /' (':::,'„4,<',.( 1 ' / \�////,,, '\/; mI „ I 5. Y2" FIBERBOARD MATERIAL. 19 . . \: �,:� ZN i 'I 6. CONC. SLAB SEE PLAN. , i1 \'.,. : : % 7. SUB-GRADE PER SOIL REPORT. :(-•(-7-; -,-,-<4 .7.%,',.':' -1. 8. FOOTING AS SHOWN. 10 ti // �,% - 11 �- 9. 2X SHEAR KEY. ,-2.2,,>: :‘,-;-,, ,,,-:; i 10. #5 @ 16"O.C. VERT. • 2 i �;'%%;;" I, l.ilF 11. #5 @ 16"O.C. VERT. 2y2„ AA < 1r , , 1 I'�'�f� 12. DOWEL TO MATCH VERT. REINF BENT in CLR. of v/,;;�,/2;'> ,,;:j1,41i ,`' AS SHOWN W/STD. HOOK . %: ;� I, �: ;1` 13. #5 @ 16"O.C. AS SHOWN W/ST*. 0 0-7 ( . 0 HOOK. 4' \l�/:;%' , 14. #5 @ 16"O.C. TOP& BOTT. O 4 1�'':�' I ±' 15. #5 @ 16"O.C. TOP& BOTT. " I%j�\�'% ''' 16. #5 @ 16" O.C. 3@ }6r/ 6.G, 1;\f -/i.z/ �@(6 a,C., i .' 17. (2)#4 @ 16" O.C. HORIZ. I� a.: -/> .,-.)\ 1 01 18. CONT. (2)#4. S1 I6g �_ r. wvaP, I iI r19. #5 $" O.C. VERT. e. ,raX`� �u` 7t1 75L.71:11111:,:<,:,\<,;/•::.;:;‘,<:•,.: r= 1 Q Z l' CQ'' p.0• 5 1� Ir:‘,47 i it:4- 1, „ ° T s- iiLci) 4 III • Illj 1 till ill/1 I M I 4,,, „, _ Cr ,.:f I":!''h.1 ! ; i i; I iI ■J r Ulil -°°F.G. r1 _ ;,, ' / ' / /\ ,\, \ : � y � lfa _ t; " I i �� f i, 3'-0" 1'-0rr . 1!-0�r UA rc,.utf). I ALT. CONDITION ,{-- %0 1I' - 111 jl IV BUILDING RETAINING WALL 1,i: I 11 HP_Admin i s t ra t o r _ _ _ .. . . . _ -,..._ _.— _ .. .. . ;I,.,.. ,i';" i . F CANT. CMU RET. WALL �'i , i r ; RetainPro 10(c)1987-2014, Bulk110.14.725 License:KW-06056134 Cantilevered Retaining Wall Design :ode:CBC 2010,ACI 318-08,ACI 530-08 License To:GOUVIS ENGINEERING Criteria I Soil Data I Retained Height ' ' = 9.00 ft Allow Soil Bearing = 2,667.0 psf z lii Equivalent Fluid Pressure Method �»• 7: ; • , 0, Wall Wall height above soil = 0.00 ft Heel Active Pressure = 35.0 psf/ft a ' t x I �j Slope Behind Wall = 0.00:1 = ! + y ,-t If1' Height of Soil over Toe = 4.00 in Passive Pressure = 250.0psf/ft !- ' •! ,fl 9 <, Water height over heel = 0.0 ft Soil Density,Heel = 120.00 pcf ? ti 1ii� Soil Density,Toe = 0.00 pcf ," I• FootingiiSoil Friction = 0.400 Soil height to ignore " for passive pressure = 12.00 in Surcharge Loads ` Lateral Load Applied to Stem Adjacent Footing Load 1 i ;� Surcharge Over Heel = 0.0 psf Lateral Load = 695.0#lft Adjacent Footing Load = 0.0 lbs ,' Used To Resist Sliding&Overturning ...Height to Top = 5.50 ft Footing Width = 0.00 ft iI 111 i Surcharge Over Toe = 0.0 psf ...Height to Bottom = 4.50 ft Eccentricity = 0.00 in I II Used for Sliding&Overturning The above lateral load Wall to Ftg CL Dist = 0.00 ft ; Axial Load Applied to Stem 1 has been increased 1.00 Footing Type Line Load pP by a factor of Base Above/Below Soil II r Axial Dead Load = 0.0 lbs Wind on Exposed Stem= 0.0 psf at Back of Wall = ,0.0 ft i i Axial Live Load = 0.0 lbs Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary I Stem Construction i Top Stem 2nd 3rd I s k Stem OK Stem OK Stem OK ,��,: i�p1�` Wall Stability Ratios Design Height Above Fts ft= 8.00 2.66 0.00 li'!.' Overturning = 1.10 Ratio<1.5! Wall Material Above"He = Masonry Masonry Masonry : f' Slab Resists All Sliding! Thickness = 8.00 12.00 16.00 !,i'IYI'I Rebar Size = # 5 # 5 # 5 .j i,''I III Total Bearing Load = 3,565 lbs Rebar Spacing 16.00 16.00 16.00 j! �lI' resultant ecc. 26.08 in Rebar Placed at Center E dge Edge Design Data . Soil Pressure @ Toe = 7,277 psf NG' fb/FB+fa/Fa = 0.003 _ 0A50 0.785 • ¶J ,Soil Pressure @ Heel = 0 psf OK Total Force @ Section lbs= 28.0 1,820.5. 2,963.0 0i ( � Allowable = 2,667 psf Moment....Actual ft-#= 9.3 4,004.8. 10,279.0 it Soil Pressure Exceeds Allowable! �(�� f ACI Factored @Toe 8,733 psf � . Moment....Allowable ftp= 3,416.7 8,909.5 13,094.5 j�� �k ACI Factored @ Heel = 0 psf Shear Actual psi= 0.6. 16:9 19.0 - �i vy�,; � Footing Shear @ Toe 18.8 psi OK Shear Allowable psi= 69.7 69.7 69.7 • 1Y_ Footing Shear @ Heel.- = 5.6 psi OK Wall Weight psf 78.0 124.0 164.0- II I Allowable = 75.0 psi , Rebar Depth 'd' in= 3.75 9.00 13.00 Sliding Calcs Slab ResistsAll Sliding! LAP SPLICE IF ABOVE in= 45.00 45.00 45.00 � Lateral Sliding Force = 2,624.4 lbs. LAP SPLICE IF BELOW. !n= 45.00 45.00 HOOK EMBED INTO FTG in= 7.00 Masonry Data i iii l;'I I'm psi= 1,500 1,500 1,500 1:l•!IIrI! Fy psi . 60,000 60,000. 60,000 '-' 1,F!' •Solid Grouting = Yes Yes Yes :I `;13yy` i •'^�ii:i•'•��i11 1, Modular Ratio'n' 21;48 ' 21.48 21.48 !I SII•' Load Factors ! i Building Code CBC 2010,ACI ., ;:l' Equiv.Solid Thick. in= 7.60 11.60 ' 15.60 l ,, Dead Load •1.200 i i,l:`'gi,IIi' Live Load 1.600 Masonry Block Type =.Medium Weight Earth,H 1.600 Masonry Design Method = LRFD Concrete Data Wind,W 1.600 Pc psi= Seismic,E 1.000Fy psi= �oQp+OFESSI- t8,-,No.S 6226 1r m I; :,,I;i Exp. 6130/17 rc �O 'I I I1r i ,:1,1't`,'`;:' fly` 01 .. * SOF C�kIJF t •P.�A, Hd m i n i s t r a tor •b'1' 11 .:',1' is'. . . ..I :... „:t; I!: . ' . . . , , .. , . ,, • . , • i,H ' I,:1::. i• '1,, • • • .l':',1 • „t 1. LI ri :.- • 'IT • 'i 11;1,,t; -I' , •, 8'%v/#Sol'16- / 4•4•4,•••40-•” . /0?.!`". Solid Grout , t O'' , IT w/48g,1 011I° 0 . ; . 1•- Sold Groul 001 .'I II 0 t• ,c, , q Ii''. j•i,TI:11 - • / , i • .. ..,f• .,: „,, - • - • . i, lf1. - - . • . . r , ;1 1•. "...t.'Vt: t 1 • . 16'w/4%16” er • ',1..!''` , . .. . 'Solid Grout ftll,tr ' . • 1 .r; I ';111,i '1.-,tt4.e!te..-.t.t.:4•4...4,.te4! • 'r 1.1,, . . , . , rles!rato; I.-6" . , ' • '' _— . :•'I . . . . . . • ' . . V-81 ' • , • , • ;.I,i"..l'- • '. . - , i•''.1', ' •. " .„ . •• , t' 't I!I.,:•`1,,1 ;t , , . 'ro•t'., ',•r.tti.,,1,1 I.,fl ,... ,..:..•.e.'!,,-,, •','., ' 1' -. r,;•',..',' 1.11: ',.;.• ..,•:'t';'.'".1.",:-t'•••' . '',,,. 3'4" 1%0" 1'4' i . '.tit r: •,,I II .— :;--si Mi.•*1 IP, ., . • . 3'-o" 7-0" • ,,:, . • .'.qt;'',r,' . • I 1 • • s'-o• •?i't ll; . •• :;';'1.;'.;' ' . do 1..; • Il • , 11 li,i,l''' • ''. 0• ; }I; 11 . . • ,t. . t . 1; •I,' 'i', , . • ,'1,.I; (;:1 , . 1,1, - .I• , , r t.,m I;4, ' '' ''''. t• ,j',{1.t.:...1..I,H 1H 11;4 . ,,,.• •t . ,,i..11 !,:,; tIt ''-;:,,,s`.,P1:: :,!'::,'',''t• ' l't.' ,i ' t',":'!'-',.?'?',.!,1',`:.;,•:',,.:ff:;'.• • '':Iril':.;')111' . . • ',,t't1.1',,i',,;',;?011.,:t,..t...';t;;';;, • . . . ' :II' ,' , .,1,1 .,,,.. . t1, • • . . . , •,• , ''il , t - ' ';41;':.1' . ., ., ,ItIll •it' It (; . 1';. ;,I1-• • till.; - ::';1• ' ''''' Ot: ' • . ;Il . . . •,,• o, '• ,;;,trI r; . I: . ; . ''..it,;[... . r t•,1 1,1it, . . . . ,'; io! . .• . • I - :,-.11 ', ' - ', lit ..I • ' . • .H.:',:.' • ' , • ' I .r. • ' '.. :-'','•,,, - . 11 1 • . • I .1 I i t1P_ dTitt - ' • • ' • 1 '. . . . '. ..,. . . • . .. 1',-•• • . ! ,. • . . . • . . - • ';',11');' • ' • ' l'1 i'' • , , . . ' , . - •• ' III Ii.'• - . ',--,it,.. • . . , • Anis raor • •''IS' >. '1 ,1, i 1 •'' - z Cir I _ 1 ,� 'I1(ir'I \I bI – : 'r . i1. F.G. m ;I • 1. 12"THK. SOLID GROUTED CMU ALL. : \, /s,,,,;\ N=—_ Iq i j, 2. 8"THK. SOLID GROUTED CMU ALL. fir' �', //��:\ / !L 3. WATERPROOFING & DRAINAG: BY © ,.►�j\•/\\j';j, OTHERS. -- .,° 4• / -//, //,',% v 2 4. WOOD FRAMING ABOVE SEEP AN. \/\\ :� ao = Y2" �,\//!\%�/! eco 5. FIBERBOARD MATERIAL. S: ‘/././ N 6. CONC. SLAB SEE PLAN. ° , S. \\ :/ /�;: .4. , 7. SUB-GRADE PER SOIL REPORT - • % .<</% .,<. '�'' 8. FOOTING AS SHOWN. 0 / //..„‘*>\� : ;?!,1r 9. 2X SHEAR KEY. \;//\\/'%\��/\'. 1';:;'i d'' 10. #5 @ 16" O-C. VERT. 2 \• //%/%''.; ,.: ; I:1'' 1;. 11. #5 @ 16" O-C. VERT. • 6 2%2" T t/` ;/ IIi":aj' 12. DOWEL TO MATCH:VERT. REIN'- BENT. a, CLR. , • -4R1'-; ', ;',,:v,: ,Illire:.''` AS SHOWN W/STD: HOOK . <, ;; ' •1±f 13. #5 a@ 16" O"C. AS SHOWN W/STD. 1_ )'-> j• •-•,/,,-<.-f4,-"/ 3 ' HOOK. /<:,; ,, ,'; 14.. #5 @ 16" O.C. TOP & BOTT. • \\/��,` •/. �, ' ' 15: #5. 16"O.C. TOP & BOTT: a \//\ //;//</ , @. ' i, 11 Q.,t a • '`%\\ \\'x' �:C�F6 d,C ' I , .' 16. #5 @ 16 O.C. e 3.@: �6'. . •' • //•rte\.; ,_, • 17. 2 #4 16" O.C. HORIZ. tin .� 18. CONT. (2)#4... S@ ibs •• r w� 5lvae• _ \'ri/;// --`�- 'I. 19. #5 @ 8„ O.C.VERT. . i te.' �l i e� ( sn Q�fiz` �,- 14' q..,..4,7<‘,/</,,,,, ,,\ �: , , SR, �� 5 _ r� 'l- :�. Z d PII V., \ co Cfl 7-O !: 1111". CD, ' 1 U O 1 co- ° ° ° '�`\di ,- - '401 / `.A._ j ! i i . i.. ,// /`%\ dam. U If 11 i i11F.G. , \ \` ; \ ° ' '�. -� M;� � . r:�1 \v\/\,i\i ..,./4-, \•;: _.5:,:'� ,\\, < < ® W'',•'>,,/ //\/ -1.< . -1C) 71)1, — �� %\\/�fi '� \\��iii •�\j' v qU st.a U,. �i\,\ iv =l Ste. I 2 ALT. CONDITION -, 3'-0" �, 1,-0" 1,-0" �, • BUILDING RETAINING WALL 1 I .\z/Z '''' ''':7 7 / ',, z„--ori - ...- .., itir • z .„/ •,: i Ftp F . it F. ,.4 ;' ,: consulting group, inc. Structural Job-site Observation Job No. . Project: Tract#: Phase#: Q Engineer: 6' 5 CA,„ Date: - Visit Purpose: No ❑ New Rewalk ❑ Sequence 0 Walk thru with compliance letter: Yes 0 No 0 New 0 Rewalk ❑ Sequence 0 ❑ Clarifications&Field fixes: Yes 0 ❑ Address homeowner issues&concerns: Yes 0 No 0 New 0 Rewalk ❑ Sequence 0 ❑ Other: At the time of our visit,work had progressed to the point of: 1 ��! (1 - # . Bldg.#/Lot# ` ��61_,-___- 5 ! c L., �, Plan type&Elevation: Foundation Trenched(Rebar&Hardware Installed) 0 0 0 0 0 First Floor Sheathing . 0 0 0 ❑❑ 0 0 0 Roof Sheathing 0 0 0 0 0 Final Framing with Correction 0 0 0 0 0 Roofing Material Stacked and Loaded 0 0 0 0 0 Exterior Walls(Shear)w/List 0 0 0 0 0 Interior Walls Framing w/List 0 0 0 0 0 Insulation Installed 0 0 Final Framing Pick-ups Completed 0 0 0 ❑-S `/ Incomplete Items# 0'0+ e. �L4� Pew )" j (Refer to previous walk thru lists) 4— /1-(1 `rs--> Ici 45 1/' iN'�. Per our visit: b® prz,/,.)c_ 1 `�� k7caJ,r. ❑ Refer to the attaslaed walk-thru lists to be addressed by the construction personnel `�� ❑ Field fix letters will be sent from our office to be applied ❑ Letters of compliance will be issued �� G�.�J-s ��• � �� ' e_____t Some undocumented corrections fixed during walkthru e-ter ' clitil'reci tkt pled, k r., ' -0 010 te.:�Jr , et and recommendations are provided to help increase the conformity of the strut res with approv �'"'� `��d Our findings �. plans and correspondence. Be advised that changes should be verified with building department, our findings shall //__ not be construed, as authorizing any back charges. f P�'(iU -•.-- Site observation was made only to check general conformance with approved plans and correspondence. The content of these observations is understood to be an expression of professional opinion by this engineer that is based on his or her best knowledge, information and belief. As such, it consists of neither a guarantee nor a warrantee expressed or implied. R b"SIO_// '� 0�'i,\,N A? .1! . 4 Field Superintendent(Yellow copy) J7. -c). co Y'-i2, / '� �_ w ` No. C3c�2�3Q �: vUV l� G l"} Time In: L 1400 Time Otitl . Lt.,co l �� A* Exp. 12/31/I4 4 If you have any questions please contact this office. �, ,L ,�� f edi 4400 Campus Drive,Newport Beach,California 92660•(949)75�- AX(94j f 52-5321 2150 East Tahquitz Canyon.Suite 9••Palm Springs.California 92262•(760)323-509(1• Ij�;.,I o/-'_ ,1• Gouvis ngineering ,,,,,j consulting group, inc. Structural Job-site Obs rvation (S3_55-Project: ) 6 i # ��e Job No. Phase#: Tract#: v Engineer: 5/Z. 4/ (4 { , 6 Date: I ---3- a/ 5- Visit Purpose: j Walk thru with compliance letter: Yes ❑ No 0 New b Rewalk 0 Sequence ❑ ❑ Clarifications&Field fixes: Yes ❑ No ❑ New 0 Rewalk 0 Sequence 0 ❑ Address homeowner issues&concerns: Yes ❑ No 0 New 0 Rewalk 0 Sequence ❑ ❑ Other: At the time of our visit,work had progressed to the point of: Bldg.#/Lot# CM u, Fe,51 . 1 h We_-2 C•-crird z- - Plan type&Elevation: t•, ( f Foundation Trenched (Rebar&Hardware Installed) 0 ❑ 0 0 ❑ Floor Sheathing 0 0 0 0 0 ` Ne,ts- First Roof Sheathing 0 0 0 0 0 L Final Framing with Correction 0 ❑ 0 0 0 Roofing Material Stacked and Loaded 0 0 0 0 0 Exterior Walls(Shear)w/List ❑ ❑ ❑ ❑ Cl. ....-- Interior Walls Framing w/List 0 ❑ 0 0 ❑ Insulation Installed 0 ❑ 0 0 0 Final Framing Pick-ups Completed 0 0 ❑ 0 _ 0 Incomplete Items# opSION44 (Refer to previous walk thru lists) ill. •�1 AT p.,,.6�c„; .t Per our visit: ��v �r�` 0)'a Ob2O-''- ?2* 1 0 Refer to the attached walk-thru lists to be addressed by the construction personnel ' c� < No.C v ❑ Field fix letters will be sent from our office to be applied it-1 0 O Letters of compliance will be issued )& Y� , : Some undocumented corrections fixed during walkthru sT�TE OF C, CIV�P�'\�O@� Our findings and recommendations are provided to help increase the conformity of the structu e- with apR •vei plans and correspondence. Be advised that changes should be verified with building departme aur e'ng=sh- not be construed,as authorizing any back charges. "(/ a / f Site observation was made only to check general conformance with approved plans and correspondence i / C c The content of these observations is understood to be an expression of professional opinion by this engineer that is based on his or her best knowledge, information and belief. As such, it consists of neither a guarantee nor a warrantee expressed or implied. Field Superintendent(Yellow copy) 01, zi *� V Signature Time In:it r Go\ Time Out: 4 6 Ills If you have any que tions please contact this office. 4400 Campus Drive,Newport Beach,California 92660•(949)752-1612•FAX(949)752-5321 2150 East Tahquitz Canyon,Suite 9•Palm Springs,California 92262•(760)323-5090•FAX(760)325-2863 • ANGELES REO,OH iiLA `i , IDBS Los Angeles Regional Uniform LAR U CP DEPARTMENT OF BUILDING AND SAFETY Code Program `'....&3,1.1:,7SLUE Px�o"'� 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, 1701 or other sections of the code. Report No. This report includes all construction work through day of , 20 Page No. of Project Address: J 54 Structyral Observer of Record(SOR): PhonepNo.of SOR: 6� I Al l ftve ) 4vckJ A C A (j0-�ty/5 e-K 1Keev,l.r 949 -7Ck-//�1.� Building Permit No.: Structu I Observatioriperformed by: Profess' nal Lic./Reg.No!of Observe Phone No.of Observer: .--K A -tdr P3a. ;1A. �©S/v30 )49 --29---74/6 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION ❑ Footing, Stem Walls, CI Concrete N Steel Moment Fram k Concrete —-11^5r e c140,- o f ❑Mat Foundation ❑M- onry ❑S':el Braced Fr e ❑S _-1 Dec re.--.?H 2 w" (l ❑Caisson, Piles, Grade ❑Woo. ❑Con ete M ment ❑ Wood Beams Frame .-F-0u c‘ a r j Retaining Foundation ❑O •ers: ❑Mas• ry all Frame 0 others: aµi U pr� . IorP°, p ©-F U� � Hillside Special Anchors I -j r 0 Others: • 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.) /1 /oµ9. 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 f�ep,OFESS/O, a CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS ,:9"..i,�tJA1z j1' C OF THE CITY OF LOS ANGELES. /1 j�\�.. "� 4 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER /r'-�1•<th T.. MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH M i NO. C0520?0?� ,-aal SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL EY . t7r 116 /*y CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; .q..,44,,' `z. •. 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED �`9,3� C 1`J��" o� ABOVE; Ql'C;IP+1-`� 4. I RECOMMEND THAT ACCEPTANCE F 3t'E STRUCTURAL SYSTEMS BY THE CITY OF LOS - ‘ - i ANGELES B WITHHELDy! TIL ALL, :••ERVED DEFICIENCIES ARE CORRECTED. SIGNATURE OF STRUCTURAL OBSERVER D TE STAMP OF STRUCTURAL OBSERVER) IN/Form.08(Part 1)(Rev.1/1/2007) www.ladbs.org CITY OF ARCADIA CODE PROGRAM STRUCTURAL OBSERVATION REPORT AS PER THE 2013 CBC CODE,SECTION 1702:'STRUCTURAL OBSERVATION means the visual observation of the structural system,for the general conformance to the approved construction documents 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 109,Apendex Chaper 1,and 1704 or other sections of the code.' REPORT NO. 1 THIS REPORT INCWDEALL CONSTRUCTION WORKTHROUGH 1St. DAY OF September, 2015 PAGE NO. 1 OF 1 PROJECT ADDRESS: STRUCTURAL OBSERVER OF RECORD(SOR): PHONE NO.OF SOR: 681 —685 1st.Ave,Arcadia,CA 91006 Teng Li (626)487-5460 BUILDING PERMIT NO. STRUCTURAL OBSERVATION PERFORMED BY: PROFOSSIONAL LIC/REG.NO.OF OBSERVER: PHONE NO.OF OBSERVER: Teng Li SE 1779 (626)487-5460 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR/ROOF/CEILING ELEMENTS I CONNECTION OBSERVATION LOCATION ❑FOOTINGS,STEM WALLS ❑CONCRETE ❑STEEL MOMENT FRAME 0 CONCRETE Retaining wall footing near the accessible lift ❑MAT FOUNDATION ❑MASONRY 0 STEEL BRACED FRAME ❑STEEL DECK between 3 &4,Line K 0 CAISSONS,PILES,GRADE BEAMS ❑WOOD 0 CONCRETE MOMENT FRAME 0 WOOD ®RETAINING FOUNDATION 0 OTHERS 0 MASONRY WALL FRAME 0 OTHERS HILLSIDE BLDG SPECIAL ANCHORS ❑OTHERS 0 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.) Observation Engineer's Note: e;)-4 — T-2-//7* 6--Cd- 4( r& 7,2 (T 4E( e cr--(J .,/,,,//6 , , I/4 l I e7,rii, U I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BEIJEF: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF ARCADIA. ��o��% FESS tilit '+I 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER MY Q GH I 4, r�hi� RESPONSABLE CHARGE,HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT -I`•AG• 0 • C��i� CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE O y.A. <•.114 APPROVED PLANS OR SPECIFICATIONS; F.: i NO. 1779 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED ABOVE; a6 �� 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE CITY OF ARCADIA BE ��/.�, ••••• WITHHELD UNTIL ALL OBSERVED DEFIC... ARE CORRECTED. 44511'. I451 i.Fli U '13 S OP. F 40000. ��� X 1 T. Day of September,2015 SIG.• IRE OF STRUCTURAL OBSERVER DATE STAMP OF STRUCTURAL OBSERVER i CUT SHEET LOCATION: 681 683 Sc 685 N 1ST AVE., ARCADIA, CA 91006 APN: 5772-006-030 DATE: 7-28-2015 FD L&T, LS 8407 FD LSL8407 SET 1X2 O O � O A 'ELEV. 524.00 4 1.1 I• 1 1 ,_\__ rrwJIIu * .... , O ... /1///1011 SET MARK "X" / 0111. .W R•Wi0 SET 1X2 \1115___7 /7777 / Z, °1" ./ // / I%1 0 / ;/ ..- ,i 7 I SET MARK ARK X O ,� ,o ° .z" i/ � tOSET 1X2 °6.6 ' lip „ / SET MARK "X" SET 1X2 -xim r 5- 7 ",� ////////it0 ! II SET 1X2 SET 1X2 °-11 11 I to • o / n N 1/,. / SET 1X2 it 1 1 A/ ii 1 0 J L1- W 4- ‘,,, \ ' 0 ;-n ir 4\ `V N. T. S. FD 2" I.P. ts ELEV. 520.87 .41 LAND cl o JACK C. LEE CALLAND ENGINEERING, INC. EXP. 6-30-2016 dba QUARTECH CONSULTANTS �` * 576 E. LAMBERT ROAD, BREA, CA 92821 N0. 8407 TEL: (714)671-1050 ��4lF OF CA��F���\Q FAX: (714)671-1090 DATE CUT SHEET LOCATION: 681 683 & 685 N 1ST AVE., ARCADIA, CA 91006 APN: 5772-006-030 DATE: 7-28-2015 FD L&T, FD L&T, LS 8407 LS 8407• SET 1X2 O O Q A ELEV. 524.00 4' • ---- NP.�II sr.4. \I V/ - '''" 1111i "' SET MARK "X" MOB .. MOB illti SET ,X2 1, 425 I la 5,.� „ e�HI /A , illl SET MARK ,BX,. 0 �� si=i o , ,1,>B << ` 0 SET 1X2 °6.6, IIIC N4AIIJ SET MARK "X" SET 1X2 514,. Ss 5' \ ,,, . s s', % f, All SET 1X2 SET 1X2 A lit: �� O \ to, &I Ar; el >::. . CV - In Wir „I . , . SET 1X2 N gN . 4 0 , N o .41 11 \ 5.9 I N. T. S. FD2" I.P. tz \ ELEV. 520.87 I L D (;,: - ,,,,... CK C. LEE CALLAND ENGINEERING, INC. EXP. 6-30-2016 dba QUARTECH CONSULTANTS '� 576 E. LAMBERT ROAD, BREA, CA 92821 N0. 84_0:7 (714)671-1050 TEL: ��9TF FAX : (714)671-1090 OF COA�� iP Adm in isIra for ill% OS ANGELES REG7pNq` � , (. Los Angeles Regional Uniform 1AR U CP') =Y _ DEPARTMENT OF BUILDING AND SAFETY Code Program c'`,-"tt_9AM co..r_..3 ‘' 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, 1701 or other sections of the code. Report No. This report includes all construction work through day of , 20 Page No. _of Project Address: Structural Observer of Record(SOR): Phone No.of SOR: b g 1 ` 6 s y •.6 s ,-- , -\r---- A-c V 1 s fig ( 9) 7-s ''• 2 Bu Jing Permit No.: Structural Observation performed by: . Professional Lic./Reg.No.of Observer: Phone o.of Observer: 0 (9 0 - O50'5' A) , 1 \ k �vG 13A-- (.jq-o_n i 1949) 6*3o - socil ri- OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION ❑ Footing, Stem Walls, ❑Co rete ❑St- •I Momer Frame Concrete 5'4-f•- C•-k•f,/^c ❑ Mat Foundation ❑Mason ❑Steel Sr.,ed Frame ❑ eel Deck ® to S c 6 .., ,4-i 4-1ti ❑Caisson, Piles, Grade ❑Wood ❑Concre _ Moment ❑ Wo d ° `A (--'4`-'‘```.'"../ Beams Fram• ...._ 1 . C d t i ❑ Retaining Foundation ❑Ot -rs: CI Masonry ill Frame ❑Others. GC It"c �s * J Hillside Special Anchors w i 1i ^ ��, 1 > 0 LKCe L6thers: -`-,0—;,. `r 's� ❑ ethers: a ....._- t( cL.- cl /` - 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.) v0 v. ". e., In , ( \ . C---k.. ctid'o., .. ce___ 0�6 , i' - c\ (- � L, rs • y 4 4—O \ t c _ -\-- \ar c 1 �i 'r In S rc CTUY Lt h P n T T '"S iC I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: s 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE ESSi' , CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS 9� N OF THE CITY OF LOS ANGELES. 9 iP�AZ 44_ 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER S► MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL m No.C � 1 CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; . 12/31/16 * 1 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED (:1,- ABOVE; � ABOVE; 7 Ci f V �sQ4Y 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE CITY OF LOS 0 c O� ANGELES BE WITHHELD UNTIL ALL OBSERVED DEFICIENCIES ARE CORRECTED. OZ G., S,_,) A ....-.--.... e.- r 3 0 C(/ 1.2- PS Ok S 1 ) br SIGNATURE OF STRUCTURAL OBSERVER DATE STAMP OF STRUCTURAL OBSERVER) IN/Form.08(Part 1)(Rev.1/1/2007) www.ladbs.org INSPECTOR'S DAILY REPORT OF COMPACTED FILL Job Name ki Job LocationtJob No Page of p ( General Contractor J Grading Contractor f Date Day of Week / 9 '/� c - ia- fS wepd . Grading Shift Hrs. C`ontractor's Supt.of Foreman&Signature Field Tech. Hrs on Site �_."..�,--;- From -. +2tT0 Source and Descripti s o ;Jl-P atenals Approximate Fill Yardage f� eq � Total R 'dPlacedthis s hift Total to date ../ -"'� ,,7 Weather Report Sequence No. e- -ast�' , Test �------77, Elevation Soil Fill Test Dry %of Max Remark r.,. No. '' Location // or Type Moisture Density Dry �,. y ,/r Depth % Ibs/cu.ft. Density T. Cil onS Sii-714.-.3,1 A 0 �°'!"' r A t' Wil' A Int' 4"7 1 tf 'C'` VI d01 f'`1 l i C\,1*-- --f i1(r .ct' ti�.:.c4 -K- —A 4{co --6k$0:11 p^ '1 ;} - t( ,-II ...,/f I C. O�i�t4- ei-,,c `l ' tr(i I�;a Cir..{ � tor,A pp , i p1(Ac E ( q 91! yb i `41` i� &.t1 1!c l ) fi ( -`-l/1. �r 1. l,.7 i• f 1 ire �<_`d Nc i`a' 11:7;11i1, A I (alt( 1 1.4 b c i Cr .,_„C1)(03CO`C I C.nth i P`t 'l frit it c) J ,e Remarks (Dl pscribe equipment used hauling, spreading,watering,condition and compacting; also report . thickness if lifts, removal of poor soil insufficiently compacted, and comment in unusual events.) !i _s N ii L\NIr . 1 ii _Sketch --\\:,, ...,.„.._.......,„ :._,, ....„ , , 1 `Jb `r r.._.:...e -- _ '*. pV.-m.�". -=m.. Copy to Client( ) h Copy to OCI( ) ,�,,.�..��---. CAL LAND ENGINEERING, INC. p ._ _- _ C ,) Company Policy Four(tl)hours minimum Charge(including travel timel M y s t 4 �Y � I. Quartech Consultants, Inc. by: INSPECTOR'S DAILY REPORT OF COMPACTED FILL Job-Name Job- ' Location iI 'Job(No Page of `�.0 /4' Oc carJ\ fcc,. ` ( 3.<,- it • • 1 f,;„,c_r_;38a`C:a . . .. General Contrtactor Grading Cor)tractor ( Date Day of Week ii I Grading Shift Hrs. • Contractor's Supt.of Foreman 8 Signature Field Tech.._. Hrs on Site . c:..s-e.:_ _'`, r,,I, Tot);C i Source and Descriptions of Fill Materials Approximate Fill Yardage ' ) • q12f A ‘.'''L .-•f p{ ,z:•-c�0(t ‘N i ie{ . Total Req'd Placed this shift Total to date - / - , - 34- _(=- ',\ ;r r- „),,a7- r Weather Report Sequence No. Test Test Elevation Soil Fill Test Dry %of Max Remark No. Location for Type Moisture Density Dry Depth (1 % Ibs/cu ft. Density _ Y / f i'3,,t(cifwqe0. —Q ' . -. s' - _i_ � , t G ;( n f `f (' ' ,- i , as r )(c S i v _ C'•� t ICI . ! 9'6. C A Ca.Vic( f-r°:7tr` c.C L0-k•1 cd0%, A-6' 4.1-73f-,- ...-.�''_Z -- --- ,------ I -t A ) C�✓l ( b C'1;iC `) • . ' ..a c-f k 6i\ JC7.- )-==i''(-Evii1vi rZ- • r 'yy �. -- t s4-- ef`�e'Sf. \ `'(C"''',:`' 4 tr'`"1 i�1�"' Celt -- "til 1(i 'r/CEO k. v -1 E--�(C).,:-. <..�_.--.•----- \j CC(cr f l.� le- (.. (--u ht .)C is f ( w5_c3. � >`(` v •fid. Remarks 10 cribe equipment used hauling, spreading,watering,condition and compacting; also report thickness if lifts, removal of poor soil insufficiently compacted,and comment in unusual eventl.) • 1 1 I •. I / 1 i Sketch .` e`'.` ` \ ..)' .'l N/s. ,,, ati `. ,•.R. y` `ems y; i' 0 - ..7. . ...„::,,,,.., Copy to Client( ) Copy to(XI ( ) CAL LAND ENGINEERING,.INC,--- "c ''n--•• ! ..--' Company Policy:Four tit hours minimum Charge(including travel time) _'.""'` "tr•?`�•> Quartech Consultants,.lnc. by: •=---•--° ,x . INSPECTOR'S DAILY REPORT OF COMPACTED FILL . Job Np ame �� qq ryry , .. �r/I iJ/� - . ..Location /)ppp� M ,I� 'Job No . - Page of CVS- General Contractor Grading Contractor I Date Day of Week Grading Shift Hrs. Contractor's Supt of Foreman&Signature Field Tech. Hrs on Site --,..' _...� From(�„f:C ilAT93(C�r,I!AA ' V Source and Descriptions of Fill Materials Approximate Fill Yardage Total Req'd Placed this shift Total to date �/ ` Weather Report Sequence No. '/Test / Test Elevation Soil Fill Test Dry %of Max Remark No. / Location or Type Moisture Density Dry / Depth % lbs/cu.ft. Density fid'' 0•�"1� --? a .r ✓i' //. • / t ,/ � I C-�4�� i if- �.,tr� 'gait_ • ,'' l.. I ti((��- v...k- t.//i"•-% 1 -� trY i m -6c1 /f i avc`.----J C� . ox'ix,':i t\rt I:'? t. Liv c� � ,- , / :�-�'" rvPal i icy ' --�;, i 6 -..�1 l ( -W fate-iAd .- fes,-,.-a-- 1 i / ,, . 7 - 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.) 4 p� / i i / , I ..r/ Sketch :jr...."__________„,---- \ . / / 1 ' . , E._ > / _ Copy to Client( Copy to DCI( ) CAL LAND ENGINEERING, INC. .- ; . ;k — -`") Company Policy:Four(4)hours minimum Charge(including travel time) ~ Quartech Consultants, Inc. by: f,------ -.----- 1 V V V r iVS [il4Ll@ ' ' I consulting group, inc. Structural Job-site Observation • Project:-° I __:. 1r-- A V- C Job No. d.5 - -S Phase#: Tract#: t Engineer: NI i' A. . ( A Date: ne /) 2 /1 t _ Visit Purpose: - . - ❑r`'Walk thru with compliance letter: Yes 0 No 0 New p Rewalk 0 Sequence ❑ ❑ Clarifications&Field fixes: Yes ❑ No ❑ New El Rewalk 0 Sequence ❑. ❑ Address homeowner issues&concerns:gYes ❑ No ❑ New 0 Rewalk ❑ Sequence ❑ 0° Other: '`! tr _ e "S c� n c l �`�� ' Jam, .'. „=„i ..... /) , \ °`,, A.._:47.) At the time of our visit,work had progressed to the point of: Z ( '€ e 4- .� 1 , Bldg.#/Lot# C kAu'1. )1- 6') Plan type&Elevation: Fr.,--("i 4 \¢.- ; ' . ; -N- 2 k I7-.. A —), V) Foundation Trenched (Rebar&Hardware Installed) 0 0 0 ❑ 0 . First Floor Sheathing ❑ 0 ❑ 0 ❑ Roof Sheathing ❑ 0 0 0 0 Final Framing with Correction ❑ ❑ 0 ❑ 0 Roofing Material Stacked and Loaded 0 ❑ ❑ ❑ ❑ Exterior Walls(Shear)w/List ''c t- ❑ El El 0 ❑ Interior Walls Framing w/List c31 a .-1,--e,4- ❑ 4 1 ❑ ❑ ❑ ❑ Insulation Installed c , r U ❑ ❑ 0 ❑- . , CI Final Framing Pick-ups Completed t 'J El ❑ El ❑ ❑ Incomplete Items# yT-�, (Refer to previous walk thru lists) - ik,0 4 e ' ,,,,:--1 N�- N t %," - 1 d `` p Per our visit: v,- `� 0 k L c-, ‘a<-- rt c ,--L 6 El' Refer to the attached walk-thru lists to be addressed by the construction personnel ,r-7--' `` •9- ❑ Field fix letters will be sent from our office to be applied " ,/ `"• ❑ ;-Letters of compliance will be issued ( tri- .:�.. ` n ❑- • Some undocumented corrections fixed during walkthru v 6: c_ ,r,,_- r; 6 c °� e, c. c f. r Our findings and recommendations are provided to help increase the conformity of the structures with approved plans and correspondence. Be advised that changes should be verified with building department, our findings shall not be construed,as authorizing any back charges. , Site observation was made only to check general conformance with approved plans and correspondence. The content of these observations is understood to be an expression of professional opinion by this engineer that is based on his or her best knowledge, information and belief. As such, it consists of neither a guarantee nor a warrantee expressed or implied. 0 Field Superintendent(Yellow copy) Signature Time In: Time Out: . If you have any questions please contact this office. ,. - . - • . 4400 Campus Drive,Newport Beach,California 92660•(949)752-1612•FAX(949)752-5321 2150 East Tahquitz Canyon,Suite 9•Palm Springs,California 92262•(760)323-5090•FAX(760)325-2863 A:j.,;.' ",,:',,I,''' " ....::;',':'.'-.:,..•;.:, . . . . • , INSPECTOR'S DAILY REPORT OF COMPACTED FILL ...-- JobName - Job Location - ' --- 'ion A Job No Page of . .. 4 er.:1•42.Q,c4.. - id--z1 General Contractor 1 ,/ Grading Contractor / Date - Day of Week ._„. i.... .-) ,,,, ....,„ e_.... T L35-i" Grading Shift Hrs. Contractor'?Supt.of'Foreman&Signature Field Tec.h —-Hrs on Site. ..) / l; I ---- ‘-..----------' , ‘.. /I .e/ '''' ---- ' A, I, . . .... .,, '- ..' From(,I„,-015 e...z-i.,_ Toil-T.:6-•,::v.,,„i. _ _ Source and Description-mit Fill Materials / Approximate Fill Yardage //' ..-- /, 'Total Req'd Placed this shift Total to date .. .-•• -4 .-'`'.. _,,,,,,•--- ..., ._ i, ., ,.,.. / ...worn"' ,..-•''' Weather ,Report Sequence No. ,./ ---- ../, /' Test ..--" _„--Test ,--- --' Elevation Soil Fill Test Dry %of Max Remark t , ( No_ Location----- ---- or Type Moisture Density Dry - - . / --- Depth ' "/. lbsicu.ft. Density - "•- -, .---. Z------' / ,.. • ,z1.---• ( - trY1 .i. "I7C;;::: (2.->rlir C;( CrI/14;-':'..''-1.-- 've;',5.'',.- ,;-(07.5.:;'f': . c-7.7--- I^ • I., ,f,i-N,...--. „. i,-,.. .fr• _,)(..--i-e7rd e.,,.1 .A. ,, `--A1,:,, i.`: ); Y-'<c.:tickT:- ----k-k-.A.ce: i r.7.,-fc-7-kli ,--sii----- 1/4_,.„ _ f : .i. . I (vn„--- ----f ..,,, . 3 A i ':1-4 11,52 (7)&---c-...A.b.c -(j, ,,,:7,,/\ cu,r AA A . .. ...,.( .e 't.1 ' •-,—,..-., . :.!:....,., i__._ji„........k , ,,,f.( ,e—I.L.,— , „,,--- ..,..‘: ,c, ,-,--,,,,--1—c (_r:_tr..„<_:-5-1A. L._.51 q_,."-L.. 1,:c•:..) ts-,--_,'.1,,,..e1., ) ti 11 7;k /50 , 'i•,--- ---,- k 1 --)- -, C.-., irk\ CACT t kc( th CI :'-f-i-Ci t.C),.. .,-.... i . 1&h Q . i • e 1,.,-,i:.,, r--- 1:r' r 1(,,,4t.;, ,11/1.,,,cz), --6-:v r, °-\--'A., ,ye -•<,.-1,-,-.) f,, Q. / ",..IV 1 1- i I,tb <--;7 . ill . . / is N'I' , 114:_...)1 1 . ' . . J _.1 ? 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.) I . • . ' • . '':..)..:1 .. 0,- '-‘, ,.,-..,..., .....-- I . P, 1 -,..,....-:.=_•----,,,,,.._,..,--:„...,----:_-_•.,...,,,_---4..„ i'. , . ,• • Ns•is:*".... , () 1 •-•,.--...,-•••••,.. "------.—z----. • E • • --7, , 7, Sketch - . - i ic...._ z_.< ,1 .. 0 ,„ r.,_,_.--•.=--_,--,-,:z,? ,,,: \ (---",... 1 . - .• „; 1 1\k. \b \ \ t ----r----- ---, •,—•,—,.---..., • v \\J A At IL .7 . \ p . . %--------4 ii', • . . • . . , .t:,•tfi • . . „, •... . Copy to Client( ) Copy to QC!( ) CAL LAND ENGINEERING, INC.,..----.-_-_-:-C-7<---Z,--.;-" ,... 3 Company Policy:Four f4)hours minimum Charge(including travel time) • „..--:---'71:7:::';'.--,--_.-...,---'—'-=`;' , Quartech Consultants, --------c--,::-''-'''.---------- - Inc by: -- --- . . .. . . • 1 ' CUT SHEET I LOCATION: 681 683 &. 685 N 1ST AVE., ARCADIA, CA 91006 APN: 5772-006-030 k, I DATE: 6-20-2015 O FD L&T, LS 8407 I FD L&T, LS 8407 O 2 0 3 ELEV. 524.00 4' ; 11 xren _ ( _ I IIU)111 Illi_-pia-11111111 - II A r ,un I o t 1 __ 1 F : ..1 1 -....,_... ,..,.) 1 _oI rN,..a . -m LI a g.8 1 � - - ----- - --- ----- - - - - -- I I-- I � r! N "'. —r O -- 1 I N. T. S. , �N E I •nary \,it. .. °T 1 ] ( it tr) l I LEGEND 1 i. - o . I 0 _ 0 L4 W I II SET 1n X 2n HUB Q •.,4 b , �. I 0 . R P L D �� u- SGS` o JACK C. LEE a CALLAND ENGINEERING, INC. I EXP. 6-30-2016 dba QUARTECH CONSULTANTS ix * 576 E. LAMBERT ROAD, BREA, CA 92821 J, NO. 8407 . TEL: (714)671-1050 �qF OF CA��F���\ FAX: (714)671-1090 Administrator 46 Construction • When the 4 construction is used, the i► .in verb is always a transitive verb and takes an object..The obje must be moved up in front of the main verb, and the main verb *15 st-be followed by a-complement in . order to call attention on the abject rather than the subject. The negative adverbs .g ;A , must be placed before tE, in a aega- tive sentence. When y• want to stress the result of havin ealt with • something, then ,moo- 'an be placed in front of the main rb. • In a sentence wit, the 4 construction, the object . anted out by 48.is usually a defi r' e person, affair, or thing. S (Neg-YAV) t, d 00 V Com, ement Yo may not move the desk . I t. i /I . • • t tz. T • He sold the souse. 1. Az o4E,=1-m4 7 ° 2. o : AT • 64,1',15t ^° iT ° 3. * o S T ° . • I S .48 ..o .. • v... ./ I brought that book. . 1. *444E*,ti ° 2. A 1144-4e4 T ° ° • CUT SHEET LOCATION: 681 683 & 685 N 1ST AVE., ARCADIA, CA 91006 APN: 5772-006-030 DATE: 6-20-2015 FD L&T, LS 8407 FD L&T, O 0 O A ELEV. 524.00 LS 8407 4' .\ i 1 -. .__ _ f Wall CI '' I P/ '"': al ''''' / p s n i II IIMI , \ / M , ,. :fJAt0 , . A , mum ..o IIIA - — ull [c1 B8 - ® i „. m. 1 - - I N . ... o ..9 4— \ ss N. T. S. \ ss,, s — I��� E \\ 1,0* r Lo. ft \\ SLEGEND N '', i � w I F % ISET 1" X2" HUB I O \-- u u 1 ‘1',. A -:.;,. L D o JACK C. LEE o CALLAND ENGINEERING, INC. cc EXP. 6-30-2016 dba QUARTECH CONSULTANTS ix * 576 E. LAMBERT ROAD, BREA, CA 92821 -.<17,, % N0. 8407 Q TEL: (714)671-1050 ATF OF CA������ FAX: (714)671-1090 . A GouvIS i i : consulting group, inc. Structural Job-site Observation _ Project: , `r' ,-- L- ,r`,v @ Job No. �°� -t ? CT ti Id _ -- a - ,,3 - >.." Phase#: Tract#: Engineer: . q'- It5 / ( • ,P�.-- Date: '� --,--7 ) / , _ f Visit Purpose: \-- ,0 Walk thru with compliance letter:- Yes ❑ No ❑ New AD. ' Rewalk ❑ Sequence 0 ❑ Clarifications&Field fixes: Yes 0 No ❑ New 0 Rewalk ❑ Sequence ❑ ❑ Address homeowner.issues&concerns: Yes 0 No 0 . New ❑ -Rewalk ❑ Sequence 0 0 'Other: At the time of our visit,work had progressed tolhe point of: . s 1 Bldg.#/Lot# "'' i'<' 1= `-',`�' , <, 4,, - -ccr ,:: -� Plan type&Elevation: , - Foundation Trenched(Rebar&Hardware Installed) ❑ ❑ 0 ❑ 0 First Floor Sheathing 0 0 ❑ ❑ 0 Roof Sheathing ' ❑ 0 ❑ 0 ❑ Final Framing with Correction ❑ ❑ 0 ❑ ❑ Roofing Material Stacked and Loaded ❑ ❑ ❑ 0 0 Exterior Walls(Shear)w/List ❑ 0 ❑ 0 0 Interior Walls Framing w/List ❑ ❑ ❑ 0 0 Insulation Installed 0 ❑ ❑ 0 0 Final Framing Pick-ups Completed ❑ 0 0 0 0 Incomplete Items# ,,....,-11., '(`,q e i2 r,1:20C( S O,,, . �i (Refer to previous walk thru lists) ---- �� I ' t,,„,,,,i:!_' —T i /t (1,1,1,i5 /c. ---F',- l 9 6 n Per our visit: i,• a,` ) �� L\,J ❑ Refer to the attached walk-thru lists to be addressed by the construction personnel ,,/-'- ,/'. `�•, q ❑ Field fix letters will be sent from our office to be applied { { 0 Letters of compliance will be issued Cr Some undocumented corrections fixed during walkthru V A i P� . 1 )cc,, ,e a , jc,k \ \J_?.{i l`,• r\ \n, c. (.J C!:'+,� r\/ ' Our,findings and recommendations are provided to help increase the conformity of the structures with approved plans and correspondence. Be advised that changes should be verified with building department, our findings shall ` i r ., not be construed,as authorizing any back charges. 1.‘‘ t, > ?{ C csr , 4 Site observation was made only to check general conformance with approved plans and correspondence.,--- __ -- -.,-., The content of,these observations is understood to be an expression of professional opinion by this engineer that is based on his or her best knowledge, information and belief. As such, it consists of neither a guarantee nor a warrantee expressed or implied. 2 Field Superintendent(Yellow copy) , , (`J .5 .Yi• P ` , f, Signature u / Time In: (!f / (90 . ato Time Out:7- _,,,,,/1. _ If you have any questions please contact this office. 4400 Campus Drive,Newport.Beach,California 92660•(949)752-1612•FAX(949)752-5321 2150 East Tahquitz Canyon,Suite 9•Palm Springs,California 92262•(760)323-5090•FAX(760)325-2863 ,,... . I":: Gouv4senuineering ...,, . . ( . „:,. ,. : consulting group, inc. 1 1/4 -1 -,.. 1,- ; Structural Job-site Observation . 4 ii -, 1::: 3_ Project: </-(' /1-, _ '71"' c -. : Job No. . • 'TS --, ....--) Phase#: , . Tract#: t ' , Engineer: 2A e/i , Date: ,,--< —: 1 60 .— -) - - -'I • / t.' - Visit Purpose: .- - 0,--Walk thru with compliance letter: Yes 0 t.....No 0 , New b- Rewalk D Se'quence0 b Clarifications&Field fixes: Yes 0 No 0 New 0 Rewalk 0 Sequence 0 • 0 Address homebwner issues&concerns: Yes 0 -No 0 New 0 Rewalk 0 Sequence 0 /i • • At the time of our visit,work had progressed to the point of: . • — e- Bldg.#1 Lot# -• . Plan type 8.‘Elevation: _ _._ _ _ Foundation Trenched(liebar&Hardware Installed) 0 k 0 0 0 k . 0 First Floor Sheathing 0 ' 0 0 0 --•,. 0 Roof Sheathing -- : '',-' --„ : - - 0 -.--.7 • 0 _ 0 0 0 Final Framing with Correction': 's 0 0 ' 0 '0 Roofing Material Stacked and Loaded 0 , 0 0 ' 0 i 0 .-- Exterior Walls(Shear)w/List 0 0 0 ?. 0 - - 0 Interior Walls Framing w/List ‘ 0 0 0 - . 0 ,1 , D_ Final Framing Pick-ups Completed 0 , i 0 i - B ',' 0 ' Ei , , i,,,, , ,, , ' Incomplete Items# 1 - 7 '-< CA e./,--0,/ L. V'''' A f('f N.> 4 0 --, • (Refer to previous walk thru lists) > , elli°-j;• • ,.. A , • : •,, ,. ' 1-,vl 6. I-04,o wii//To-,_ .,A....• 5 -(>.*;,, cv4 ci I\°( 1`...- ./ Per our visit: N. .ct,L ii—s 1.7c,,,( cvL Ife-v Refer to the attached walk-thru lists to be addressed bcthe cOnstruction personnel -- /) 1 / , \ 1 II -Field fiic letters will be sent from din.office to be applied ' 12 ',. ,.,„. _ ' ' -) - ' 0 Letters of compliance will be issued .1- r - 4`-'v 6 f"'" H c'c.: -,21e;"4/1-- -41:"r; i-l' -i': t_ 1 it- Some undocumented corrections flied during walkthru /: p „.'"., _.„., :- 1 'f.-.L".. ,1--.:-7' -,:f-,,,:;•=7:ii"--,-..-; ..--',:.:.-:;..".' .'''' t 4 0'1 41 i ir '1 1 Z' Our findings and recommendations are provided to help increase the conformity of the structures with approved •plans and correspondence. Be advised that changes should be verified with building department, our findings shall not be construed,as authorizing any back charges. C - fi,-,•iie 4*-5.- g/,(- c-c fr „v ct, „,--- p e ve ;lc I „., e _,. Site observation was made only.to check general conformance with approved plans arfd correspondence. „ _..------ :: ----7, . . The content of these observations is understood to be an expression of professional opinion by this engineer that is based on his or her best knowledge information and bejief. As such, it consists of neither a guarantee nor a warrantee expressed or implied. i .i) ./, • Field Superintendengye11 ._(. 9w cocopy) .. -- C2I,Lf i 5 . , ,..s:,,.. __-_, ... ' --.. - sigriture __ .. Time In: 1/; 00 AThe,`A, ., Time Out I / ,, ao i If you have any questions please contact this office. . ' ..- . . „ 4400 Campus Drive,Newport BeaCh,California-92660•(949)752-1612•FAX(949)752-5321 ,- 2150 East Tahquitz Canyon,Suite 9•Palin Springs,California 902•(760)323-5090•FAX(760)325-2863 ; _ .. 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' . `Job No — Page of Acc •6L,--(„1,-)„„ii Q a �✓£ r 0.81-,,,•-,-3-:_-,_ (;s..--35-- , Sy'4h (c§:-( _-General.Gontractor.- Grading Contractor / Date Day of Week (— _,A(\li\DO CkiGA ke--34: • , . ,.,---, --Grading-Shift-Hrs} Contractor's Supt.of-Foreman&Signature Field Tech Hrs on Site f � ''-'1C------ -- ..-,--— >_ From:C..:J'YJi To I i'cThOo rt Source and Descriptions of Fill Materials _ Approximate Fill Yardage . ' Ej? 1 f i\j J �/ � 0 Total Req'd Placed this shift Total to date / f l' o kid. (c..34, • Weather Report Sequence No. y �� r/ Test' Test i,' Elevation Soil Fill Test Dry %of Max Remark No. Location orType Moisture Density Dry Depth' % Ibs/cu.ft. Density `-1 Bt^ ct. r'1\-C- -- Cr IT • ) I act) 9(. . c*I.i v . v ,' 8. 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I z!• , 4 3 v',r {a C 1 1_q rY .t 6�U J�!- U`'vac 'lr(�' y t.,till," 1 `' - !.,_`f 111111-`fr ;I lc V SCS - '11(1 1( 1 Remarks : I E .(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.) r? 6 1 I 11 I • Sketch .. I ' r�Ay-�`,_ __���.�, �'�,,,,..._..,5‘=�.A- k , Vit. '— — >;`\_; • tiL ,,, l'-,. 7.1z . ,___..„_-__, -----------1%.;---- ,,. . , , A Copy to Client( ) Copy to OCI ( ) CAL LAND ENGINEERING, INC. .._ _.1.-----:.------,------- .•=-- ---- -'-` ----) l.S Company Policy Four(4)hours minimum Charge(including travel time) `---- ^ µ � Quartech Consultants, Inc. by: NEW RIDGE s� EVELOPMENT :LLCe June 28, 2017 City of Arcadia Building Services Department Don Stockham,CBO 240 W. Huntington Dr. Arcadia CA-91006 i. Project 681,683&685 N 1St Ave,Arcadia 91006 Don: . As discussed previously;on January 31,2017,New •idge Development, LLC has terminated JEMA Construction from our project and wat forced to ise our current permit to reflect New Ridge Development, LLC.as Owner Builder(ref.Permit No B00-046-923,_924&925) New Ridge Development, LLC has made every effor to commence the project under the Mechanical (ref..Permit No. B00-054-915,916&917)for the project listed above. The permit was issued 9/29/2016. to J D Air Conditioning; New Ridge Development, L C has decided to release J D Air Conditioning from the project by Notice.of Cessation. As of 6/27/201- New Ridge Development, LLC has contracted JC Air. Conditioning for complete the project under the to ms and contract provisions to comply with most updated CBC,CMC,IBC and Title 24 codes and ordi antes,to include,but not limited,to conforming to City of Arcadia provisions. JC Air Conditioning will •e approved to pull anypermits listed tothis address (project listed above)on behalf of New Ridge Devel•,pment,for the execution and completion of HVAC services and construction. Please call me at your ea lies convince to discuss in urther detail any question you may have. I appreciate your im Joshua H'_ s- Project Manager New Rif): Development, LLC Projec Address: 681-685 N.1sL Ave,Arcadia CA 910116 Cc: Claire Dong, Principal Don Stockham,CBO,City of Arcadia File 1 'iNM ss "� G �;,�I��j5 Cal Land Engineering, Inc. : �.b 4-1') dba Quartech Consultants }Js Geotechnical, Environmental, and Civil Engineering May 20, 2014 SVG Property Fund, LLC 119 E. St. Joseph St. Arcadia, California 91006 Attention: Mr. George Voigt Subject: Addendum to "Report of Geotechnical Engineering Investigation, Proposed Residential Development Vacant Land, Northwest Corner of 210 Freeway and 1st Avenue, APN: 5772-006-030, Tentative Tract No. 72421, Arcadia California", by CalLand Engineering, Inc., Project No.: 12-180-017GE, dated April 17, 2014 Gentlemen: Based on our review of the grading plan by CalLand Engineering, dated April 24, 2014, it is understood that the planned residence will be 2 stories in height above ground level with one level of basement. The maximum depth of the basement floor will be on the order of approximately 9 to 10 feet below the existing grade. Based on our review of the plan and the referenced report, it is our opinion that the site is suitable for the proposed residence with the basement from the geotechnical engineering viewpoint. The following presented additional grading and foundation design/construction recommendations. Surficial Soil Removals It is anticipated that most unsuitable and loose near surface soils will be removed by excavation for the subterranean parking structures. It is QCI's opinion that no additional removal will be necessary within the subterranean garage areas. However, it is recommended that the subterranean garage areas be cut to grade then observed by a representative of this office to verify the sub-grade soil conditions for any potential needs of removal loose soils and replacement with compacted fill. This may also be necessary due to difference in expansion characteristics of foundation materials beneath a structure. Outside the building areas, the near surface soils are loose and weathered and should be removed to expose competent natural soils. Outside the basement areas, the near surface soils should be removed to expose competent natural soils. Based on our field exploration and laboratory data obtained to date, it is recommended that the surficial soils be removed to a depth of at least 2 feet below existing grade for the uniform slab support. Locally deeper removals may be necessary to expose competent natural ground. The actual removal depths should be determined in the field as conditions are exposed. Visual inspection and/or testing may be used to define removal requirements. Basement Excavation The required excavation for the proposed basement addition will extend to a maximum of approximately 9-11 feet below the existing ground surface. The criteria for sloped excavations and/or shoring method for the alignments required vertical cuts, depends on many factors, which include depth of excavation, soil conditions, types of shoring, distance to the existing structures or public improvement, consequences of potential ground movement, and construction procedures. 576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090 • SVG Property Fund, LLC Page 2 QCI Project Number: 12-180-017 May 20, 2014 Sloping Excavation Should the space be available at the site, the required excavation may be made with sloping banks. Based on materials encountered in the test borings, it is our opinion that sloped excavations may be made no steeper than 1 to 1.5 (horizontal to vertical) for the underlying native soils. Flatter slope cuts may be required if loose soils encountered during excavation. No heavy construction vehicles, equipment, nor surcharge loading should be permitted at the top of the slope. A representative of this office should inspect the temporary excavation to make any necessary modifications or recommendations. Shoring Shoring will be required for temporary excavation made vertically or near vertically of more than 5 feet. An active earth pressure of 24 pound per cubic foot may be used for the temporary cantilever shoring system. Any surcharge loads resulting from adjacent buildings or traffic should be considered as an added load to the design. Soldier piles or beams should be spaced at the specification by the project structural/shoring engineer. Lagging may be required to span between soldier piles to support the lateral earth pressure. The shoring and bracing should be designed and constructed in, accordance with current requirements of CAL/OSHA and all other public agencies having jurisdiction. Careful examination of the soil excavation and inspection of on-site installation of the shoring system by a representative of this office is recommended to verify the conditions or to make recommendations as are pertinent if different conditions are disclosed during excavation. Lateral Pressure Active earth pressure from horizontal backfill may be computed as an equivalent fluid weighting of 35 pounds per cubic foot for cantilever retaining wall and 55 pcf for restrained-retaining wall. This value assumes free-draining conditions. Passive earth pressure may be computed as an equivalent fluid pressure of 300 psf, with a maximum earth pressure of 2000 psf. An allowable coefficient of friction between soil and concrete of 0.3 may be used with the dead load forces. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one third (1/3). Seismic Loading Active earthquake earth pressure distribution on cantilever retaining walls retaining more than 6 feet of soils when the slope of the backfill behind the wall is level may be computed as an inverted right triangle with 22H psf at the base (where H is the height of the cantilever walls). The earthquake induced earth pressure may be applied as an inverted triangle (inverted equivalent fluid pressure) with largest dynamic earth pressure occurring at the top of the wall (upper ground surface). Resultant seismic earth force may be applied at approximately 0.6xH from the bottom of the wall. The earthquake induced earth pressure should be increased by one third for restrained basement wall. The earthquake-induced pressure should be added to the static earth pressure. Retaining Wall Backfill Walls may be backfilled with onsite soils. A free-drainage, selected backfill (SE of 30 or greater), should be used against the retaining wall. The upper 18 inches of backfill should consist of native soils. All backfill should be compacted to at least 90 percent of the laboratory maximum dry density (ASTM D-1557-09). 576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090