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HomeMy WebLinkAboutPaperwork gallit M County of Los Angeles PUBLIC •RKSr DEPARTMENT OF PUBLIC WORKS BUILDING & SAFETY DIVISION ' Los Angeles Regional Uniform Code Program r 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. 6028 This report includes all construction work through 13th day of May ,20 10 Page No 1 of 1 Project Address: Structural Observer of Record(SOR): SOR Phone No.: 1523 Holly Ave. , Arcadia, CA 91007 C. Dennis Lee 626-448-7870 Building Permit No.: Structural Observation Observr Professional Lic./Reg. No.: Observer Phone No.: performed by: C. D. Lee SE2543 626-448-7870 OBSERVED STRUCTURAL ELEMENTS AN D THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION ❑Footing, Stem Walls ❑Concrete ❑ Steel Moment Frame ❑ Concrete — C1roA41ln9 4..5., cn ❑Mat Foundation ❑ Masonry ❑ Steel Braced Frame ❑ Steel Deck Ftlt ❑Caisson, Piles, ❑ Wood ❑ Concrete Moment ❑Wood (� "da them Grade Beams Frame felo'er- % - , ❑Retaining Foundation ❑ Others: ❑ Masonry Wall ❑ Others: Hillside Special Anchors Frame 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.) NONE 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. QRQFES S \\� 2. I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS �`� ''j/4 �t ib UNDER MY RESPONSIBLE CHARGE,HAS PERFORMED THE REQUIRED SITE VISITS AT 4. /�j�y�;`�i \ EACH SIGNIFICANT CONSTRUCTION STAGE TO VERITY IF THE STRUCTURE IS IN �� GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; O.SE 2543 m A Exp.3/31/2012 7D 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED • * 2� ABOVE; 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE COUNTY V' ��UCTU0:0\Q OF LOS ANGELES BE WITHHELD UNTIL ALL OBSERVED DEFICIENCIES ARE OF CAt��. / ilCORRECTED. --\N.:L./ 5-13, 2010 (STAMP OF STRUCTURAL OBSERVER) SIGNATURE OF STRUCTURAL OBSERVER DATE Version 1.0(2008 LACBC) Jan. 10 2008 Appendix "A" I Field Compaction Test Date: 6/14/10, 6/16/10, and 6/29/10 Location 1523 Holly Avenue,Arcadia, CA 91007 Tested by: L.K. Silica 92.69pcf W.of silica in cone = 1,475g 3.256Ibs Maximum Dry Density , rd Max(pcf): 107 Optimum Moisture Content (%): 18.5 Location 1 1 2 2 3 3 4 Elevation 0 -2 0 -2 0 -2 0 Container No. 4 3 1 4 3 1 2 Wt. Silica+bot, bef, g 4870 4700 4960 4500 4560 4960 4960 Wt. Silica+bot, aft, g 2595 2350 2630 2250 2130 2630 2630 Wt. Silica in hole, g 800g 875g 855g 775g 995g 855g 855g Wt. Silica in hole, lbs. 1.766 1.932 1.887 1.711 2.108 1.887 1.887 Volume, cf 0.0191 0.0208 0.0204 0.0185 0.0227 0.0204 0.0204 Site soil, g 1035 1115 1105 1020 1215 1105 1105 • Site soil, lbs 2.2847682 2.461369 2.439294 2.251656 2.682119 2.439294 2.439294 Site soil, rW, pcf 119.91769 118.1135 119.7923 121.992 117.925 119.7923 119.7923 Site soil, rd, pcf 97.968468 98.51623 99.17691 101.3889 100.2362 99.17691 99.17691 Relative Density (%) 91.6% 92.1% 92.7% 94.8% 93.7% 92.7% 92.7% Location 4 4' 5 Elevation -2 0 -2 Container No. 5 5 2 Wt. Silica+bot, bef, g 4870 4700 4780 Wt. Silica+bot, aft, g 2595 2350 2450 Wt. Silica in hole, g 800g 875g 855g Wt. Silica in hole, lbs. 1.766 1.932 1.887 Volume, cf 0.0191 0.0208 0.0204 Site soil, g 1035 1115 1095 Site soil, lbs 2.284768 2.461369 2.417219 Site soil, r„„, pcf 119.9177 118.1135 118.7082 Site soil, rd, pcf 97.96847 98.51623 98.13215 Relative Density (%) 91.6% 92.1% 91.7% WATER CONTENT Container No. 4 3 2 4 3 2 2 Wt. cont.+ wet soil, g 1675 1685 1645 1675 1685 1645 1645 Wt. cont.+ dry soil, g 1470 1500 1460 1470 1500 1460 1460 Wt. Water, g 205 185 185 205 185, 185 185 Wt. Container, g 555 570 570 555 570 570 570 Wt. Dry Soil, g 915, 930 890 915 930 890 890 Water Content, % 22.40% 19.89% 20.79% 22.40% 19.89% 20.79% 20.79% WATER CONTENT Container No. 4 3 2 Wt. cont.+ wet soil, g 1675 1685 1645 Wt. cont.+ dry soil, g 1470 1500 1460 Wt. Water, g 205 185 185 Wt. Container, g 555 570 570 Wt. Dry Soil, g 915 930 890 Water Content, % 22.40% 19.89% 20.79% LEEDCO ENGINEERS, INC. Soil Mechanics Laboratory Job No. 6028 Compaction Test Soil Sample: From borrowed soil stocked on site to get proctor test and compaction curve Test No. Location 1523 Holly Avenue, Arcadia, CA 91007 Date 6/14/10, 6/16/10, and 6/29/10 Tested By: L.K. Boring No. Test Type: Modified Proctor Sample No. Mold Volume: 1/30 cu. ft. Sample Depth: Weight: 4,390g 9.691Ibs Specific Gravity 2.69 r,,. 62.4 pcf DENSITY 1 2 3 4 5 6 7 Wt. Mold+ Comp. 6,165g 6,250g 6,320g 6,290g 6,240g Soil in lbs. 13.609 13.797 13.951 13.885 13.775 Wt. Mold in lbs. 9.691 9.691 9.691 9.691 9.691 Wt. Comp. Soil in lbs 3.918 4.106 4.260 4.194 4.084 Wet Density in pcf 117.548 123.177 127.813 125.826 122.515 Dry Density in pcf 103.19 106.00 106.31 102.66 97.77 Void Ratio, e 0.627 0.584 0.579 0.635 0.717 Porosity, n 0.385 0.369 0.367 0.388 0.418 WATER CONTENT 1 2 3 4 5 6 7 Container No. 8 7 2 10 11 Wt. cont.+ wet soil, g 242.46 282.77 212.55 262 243.33 Wt. cont.+ dry soil, g 220.36 251.94 187.11 224.93 206.54 Wt. Water, g 22.1 30.83 25.44 37.07 36.79 Wt. Container, g 61.52 61.75 61.37 60.64 61.15 Wt. Dry Soil, g 158.84 190.19 125.74 164.29 145.39 Water Content, % 13.91% 16.21% 20.23% 22.56% 25.30% Percent Saturation W rd(s=100%) rd(s=90%) rd(s=80%) 18% 113.10pcf 109.14pcf 104.57pcf s= 100% 19% 111.08pcf 107.06pcf 102.42pcf 90% 20% 109.14pcf 105.06pcf 100.36pcf 80% 21% 107.26pcf 103.13pcf 98.38pcf 22% 105.45pcf 101.27pcf 96.48pcf 23% 103.70pcf 99.47pcf 94.65pcf Remark About 20% of soil retained on #4 sieve and not used in test '' �� County of Los Angeles '°"�°�f� -.0 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. 6028D This report includes all construction work through 9th day of July ,20 10 Page No.1 of 1 Project Address: 1523 Holly Avenue, Structural Observer of Record(SOR): SOR Phone No.: Arcadia, CA 91007 C. Dennis Lee 626-448-7870 Building Permit No.: Structural Observation Observr Professional Lic./Reg. No.: Observer Phone No.: 06-�31 performed by: C. D. Lee SE 2543 626-448-7870 OBSERVED STRUCTURAL ELEMENTS AN_D THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION OBSERVATION LOCATION Footing, Stem Walls ❑ Concrete ❑ Steel Moment Frame ❑ Concrete ❑ Mat Foundation ❑ Masonry ❑ Steel Braced Frame ID Steel Deck anchor nbol tsealso ❑Caisson, Piles, ❑Wood ❑ Concrete Moment ❑ Wood inspected on the Grade Beams Frame entire building ❑Retaining Foundation ❑ Others: ❑ Masonry Wall ❑ Others: footprint. Hillside Special Anchors Frame ❑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.) NfNF 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 fESS/\ REQUIREMENTS OF THE COUNTY OF LOS ANGELES. I OQ�� 0 2. I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS (�`� OENNI liV UNDER MY RESPONSIBLE CHARGE,HAS PERFORMED THE REQUIRED SITE VISITS AT //��A EACH SIGNIFICANT CONSTRUCTION STAGE TO VERITY IF THE STRUCTURE IS IN `�_ GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; 1/ p 2543 � Exp.3l31l2012 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED * A • ABOVE; s> sTRL/CNWP- ∎t 4. I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE COUNTY if/;6, CAL��QQ`? OF LOS ANGELES BE WI - • UNTIL ALL OBSERVED DEFICIENCIES ARE CORRECTED. 4.07 July 9, 2010 (STAMP OF STRUCTURAL OBSERVER) .1 SIGNATURE OF- - URAL OBSERVER DATE Version 1.0(2008 LACBC) Jan.10 2008 Certificate No. 2000526- 009 ARCADIA UNIFIED SCHOOL DISTRICT 234 Campus Drive,Arcadia, CA 91007 • (626) 821-8300 Ext. 6732 (Certificate of Compliance with Fee Provisions of Government Code Section 65995) This new Fee Schedule is effective May 26,2008. Any Developer Fee Worksheet brought in on or after this date will be charged at the new rate. Address of Development: 1 523 Holly Avenue, Arcadia, CA 91 007 Number of Buildings in Project: one Plan Check Number: 06-1 31 [ ] Exempt' (500 [ ] [ 1 1 1 [ ] sq.ft.or less. Future Residential2 Commercial/Ind2 Commercial/Ind2 Commercial/Ind2 additions chargeable $3.03/sq.ft. $0.47/sq.ft. Mini-Storage Parking at regular rate.) $0.34/sq.ft. $0.24/sq.ft. Area in Sq. Ft.: 3,2 6 9 A developer may request refund of fees to the District within twelve months of payment of fees, in the event the Building Permit expires or the Developer Fee: $ 9, 9 0 5.0 7 project is canceled. The refund will be reduced by a $100 administrative fee. The refund check will Receipt No. [X] 28283 0 [ ] N/A be issued in the name of the original payee and mailed to the address of payee. Owner: Jeffrey Tedj a Developer: Address: 1523 Holly Avenue Address: Arcadia, CA 91007 Home Phone: Business Phone: Pager/Cell Phone:( 626 ) 4 8 7-8 0 7 3 (cell) Pager/Cell Phone: 'This is to certify that the above-described development has been determined to be exempt from the developer fees of Government Code Section 65995 and a Building Permit may be issued therefore. 2This is to certify that all fees due to the Arcadia Unified School District, under provision of Government Code Section 65995, as a prerequisite to the issuance of a Building Permit by the Building and Safety Division of the Planning Department, have been received. Based on the information presented above, this Certificate of Compliance is hereby executed. ➢ The District charges a $100 fee to process reinstatement of the Developer Fee Certificate of Compliance resulting from an "insufficient funds" check in addition to a $35 fee for the bounced check. Only cash or a Cashier's Check will be accepted as payment thereafter. ➢ The District charges a $100 fee for any amendments to or cancellation of a Developer Fee Certificate of Compliance issued on any type of development. Said request for refund of fees paid to the District must be made within twelve months of payment of fees. Applicant confirms that he/she is authorized to sign on behalf of the owner/developer and that the information he/she provided = ► is true . -d accurate to the best of his/her knowledge. Signature of Applicant: District Approval: Date: 07/08/08 WHITE—Applicant YELLOW—Accounting Dept. PINK—Business Services Certificate of Compliance(05-26-2008) City of Arcadia Chief of Building Plans May 17, 2011 Re: Property in Arcadia at 1523 Holly Ave. Dear Sir, The purpose of this letter is to address the following actions that we are going to do relating to the above property: 1. We have hired Eric Chen, Chateau Operating Corp as our general contractor. 2. We will submit for design review and modification for plan revision 3. We will submit plan revision package by June 15th. Thank you for your attention and cooperation. Regard oft edja pazypti- Fx rp-„,5 JA) t"A17tv I/N77- (2 1 -C( TCA ENGINEERING, INC. 8232 Garvey Ave.#206, Rosemead,CA 91770 TEL:(626)571-4000 FAX:(626)573-874 I 08/08/12 Attn: Building Official Project: Single Family House 1523 Holly Ave. Arcadia, CA To Whom It May Concern: Structure located at 1523 Holly Ave., Arcadia, CA was uncompleted and left exposed to weather for over a year. When structure expose to weather for a long period of time, some of the woods are warp and nails are rust. Below are lists of items that need to be replaced: 1. All exterior plywoods with rusted nailing need to be replaced. 2. Any wood studs or posts that are warp need to be replaced. 3. Any joists or beams that are warp need to be replaced. 4. Interior floor diaphragms do not need to be replaced. However, floor diaphragms need to be blocked at certain location. See revised S-2 with clouded area and delta 1. 5. Provide additional lag screws at sole plate. See revised S-2 with clouded area and delta 1. If you have any questions, please call me at(626) 571-4000. Sincerely, /*----- -/ -z .- TCA ENGINEERING, INC. Ken Tran 1 DEPARTMENT OF BUINDING AND SAFETY STRUCTURAL OBSERVATION REPORT FORM REPORT NO. THIS REPORT INCLUDES ALL CONSTRUCTION WORK THROUGH I/ DAY OF " -a , 70 r PAGE NO. ( OF PROJECT ADDRESS STRUCTUBSERVE ! STR OB HONE NO. OWNER 'Z I� (If i11// Ufr _ r S. 7/ •_(� �1 p. LIC.ORyt GISTRATION N BUILDING P RMIT NO. OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS LOCATION AND PORTIONS OF BLDG. DATE :2-FOUNDATION (WALL C-FRAMES l✓-FLOOR C-FOOTINGS,SLAB 8 STEM WALLS C-CONCRETE -STEEL MOMENT-SPECIAL 0-CONCRETE PRESTRESSED CONCRETE SLABS C-MASONRY C-STEEL MOMENT-ORDINARY ,���-STEEL DECK :2-CAISSONS,PILES,GRADE BEAMS (WOOD LE-STEEL BRACED t-WOOD l-HILLSIDE BLDGS-SPECIAL ❑- C-CONCRETE-DUCTILE C- FOUNDATION ANCHORS 0-CONCRETE-NON-DUCTILE 0- C;- OBSERVED DEFICIENCIES: fi2/ Z AJ €5, ,d- ? A C.C 0 0-AZT / A-tv El-DEFICIENCIES CONTINUED ON ATTACHED FORM(B&S 261 A) _ I i "0.C68205 j� /� .A,\ Exp.9/30/J SIGNED I / OF l� I �— - � (2 AT ✓`r/g-c19-bZ��- ,CA aS�\ CIVIL / * DAY MONTH YEAR CITY /. P, X WET SIGNAT E OF REGISTERED CIVIL OR STRUCTURAL ENGINEER OR LICENSED ARCHITECT STAMP OF ENGINEER OR ARCHITECT STRUCTURAL OBSERVATION DOES NOT WAIVE ANY OF THE REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THIS DEPARTMENT DISTRIBUTION:STRUCTURAL OBSERVER TO SEND ORIGINAL TO THE BUILDING INSPECTOR'S OFFICE,ATTACH THE FIRST COPY TO THE APPROVED PLANS,AND KEEP SECOND COPY FOR STRUCTURAL OBSERVER'S RECORD AND DISTRIBUTIONS. 4„ , , �i 1 oRAT£D• CITY OF AR CADIA 240 West Huntington Drive Arcadia, CA 9I007 FINAL GRADING VERIFICATION A'rI ENTION: Community Development Administrator SUBJECT: Grading Verification for Project No. 12-180-037 Address: 1523 Holly Avenue, Arcadia Gentlemen: Finish grading operations have been completed for Project No. 12-180-037 Lots through for by the undersigned Registered Civil Engineer or(Li Licensed Architect has been inspected Based upon the observations, the grading subsequent to the Rough Grading has been completed in accordance with the approved plans and specifications and is in substantial conformance with the final grading plan approved by the City and no unauthorized deviations were made. All required surface drainage devices have been installed. Provisions have been made for drainage of surface waters around proposed buildings and their appurtenances. PCESSIONq�. .. Eke' � �P°K C Engineer (Signature) No.C°4067b m Architect(Signature) ExP' R.C.E. No. 40870 r t. civ\�- � 4t F C � R.P.A. No. Date: July 21, 2014 P���o Received and approved: L Date: -7 j C.D.D./Planning cc: C.D.D./Maint. Ser. C.D.D./Building • 07/23/2014 07:31 626-359-7028 PWSD PAGE 02/03 �14,:,,,tra '.e, 0 ,,� City of Arcadia DEVELOPMENT SERVICES DEPARTMENT Inter-Departmental Inspection Request . O— Date: _ Public Works Inspector 1 To: - From: , /T�c 4 -- -- Address: ♦ . a cg'CA— 6+.d. Permit No.: Contractor; Phone No.: 8 Owner: Phone No.: Please inspect the following items to ensure that the Contractor/Developer is in compliance with all conditions of approval established for the project, and that the work performed meets the City's standard for Public Works construction: de otInsiaettion pate 4i:�nitial Elate.&Initial Final Approval Drainage VIAL 1 i 5l , Grading tr-t)A--, Erosion Control fir-{. I/1- Offsite Im a rovements Street Inaprdv'ement('s) ket7 (conduit, curb/curb & gutter, curb numbers, ( 1 /, (,y/ driveway approach, `C (. 1 parkway planting, sidewalk,street light, traffic flow,.etc) Sewer(s) (lateral,grease/san 1 .4, tA' interceptor,Saddle,i^ye, etc.) ,; (107Y COMMENTS: — W--- — Rov,I/32n1 o. A R`lpFO R ' 4. C.) 01011.- I' .f.'' 1r s . ,4, -il , C°� �i`0 m�°°``y°ice°� MEMORANDUM Fire Department DATE: July 21, 2014 TO: BUILDING DEPARTMENT ATTN: INSPECTOR Chris Ingram FROM: FIRE DEPARTMENT SUBJECT: FIELD INSPECTION ADDRESS: 1523 Holly Avenue THE FOLLOWING ITEMS WERE CHECKED FOR CONFORMANCE WITH APPLICABLE FIRE DEPARTMENT REQUIREMENTS: TYPE OF INSPECTION DATE / INITIAL FINAL INSPECTION FIRE SPRINKLERS 7-16-2014 Jill Perumean FIRE ALARMS TANKS HOOD & DUCT KNOX BOX OCCUPANCY 7-16-2014 Jill Perumean COMMENTS: Emailed Bldg. Dept. 7-17-2014 RC Rai WATER DIVISION ATTENTION: A . 2-- DATE: 7 /(/—/Ir FROM: BUILDING DIVISION _ INSPECTOR: ADDRESS: /572J(5 )40 -- PERMIT NO.: PLAN NO.: ( 4ctI:3 CONTRACTOR: 64-4,7—rat}(.) PHONE NO.: 6A-9 OWNER: PHONE NO.: PLEASE INSPECT THE FOLLOWING ITEMS FOR CONFORMANCE WITH APPLICABLE DEPARTMENT OF PUBLIC WORKS REQUIREMENTS. Type of Inspection Date&Initial Date&Initial Final Approval Meter Location 7/�/� /lam Blackflow Devices Irrigation System 7/ /4/ Fire Sprinkler System Meter Clear A.P.P. ,.7/Y/sh Øvv Swimming Pool COMMENTS: C.S k rt65 2orse 1 2 55-06 . /4 ___ N . �� WATER RECLAMATION SOLID WASTE MANAGEMENT COUNTY SANITATION DISTRICT S OF LOS ANGELES COUNTY 1955 Workman Mill Road, Whittier, CA 90601-1400 Mailing Address: P.O. Box 4998, Whittier, CA 90607-4998 GRACE ROBINSON HYDE Telephone: (562) 699-7411, FAX: (562) 699-5422 Chief Engineer and General Manager www.lacsd.org Counter Hours: 7:00 a.m.-4:00 p.m.Mon.-Thurs. 7:00 a.m.-3:00 p.m.Fri. Application No.: 5785003100-002 Date: July 10,2014 SEWERAGE SYSTEM CONNECTION FEE Tiver-frrits, ,4%, APN: 5785 003 100 District No.: 15 Owner/Situs Address Applicant Information JEFFREY H TEDJA JEFFREY TEDJA 1523 HOLLY AVE GARY FRENCH ARCADIA,CA 91007 608 W PALM DR ARCADIA,CA 91007 Phone: (626)824-2925 Facility Type Measure of Use Unit Rate Amount Single Family Home D 1.00 DU Single Family Home N 1.00 DU $4,210.00/DU $4,210.00 1523 HOLLY AVE,ARCADIA Base Line Credit 1.00 CUs $4,210.00/CUs ($4,210.00) Connection Fee Due $0.00 Type Abbreviations N-New or Additional;C-Change of Existing;E-Existing to remain;D-Demolition of Existing;T-Tenant Improvement of Existing;S-Septic to Sewer "gy' ``�, Includes demolition of 1.00 DU of existing Single Family Home Processor:LAURA HERNANDEZ Approver: THIA BLACK --- SANITATION DISTRICTS OF LOS ANGELES COUNTY Payment Received Chec'lr,No Amount APPROVED GARY FRENCH $.00 GRACE ROBINSON HYDE HIEF ENGINEER&GEN.MGR. Valid Only When Stamped A 1590 d3 933 V tlo �m�tyot� PLANNING SERVICES ATTENTION: , DATE: FROM: BUILDING SERVICES INSPECTOR: PROPERTY ADDRESS: /3'a-5 PERMIT#: 7—3r Q PLAN#: CONTRACTOR: ■'fi;r /' ' PHONE#: cab "2.& 920 v. OWNER: PHONE#: PLEASE INSPECT THE FOLLOWING ITEMS FOR COMFORMANCE WITH APPLICABLE PLANNING REQUIREMENTS. TYPE OF INSPECTION DATE & INITIAL DATE& INITIAL FINAL APPROVAL LANSCAPING/IRRIGATION 77t__ TRASH ENCLOSURES P PARKING/DRIVEWAYS STORAGE AREAS MECHANICAL EQUIPMENT WALL HEIGHT BACKFLOW SCREENING COMMENTS: *44 .1)'eX7kC S'f/- 4 616 ,?E bee.e L Pit f ‘;k2L 5 ad w4-LL-s. 'WAIT" F//e rcke't Ittivr '4 /i Pr e V s'1I tun-CH Sizraverkri Ale-Ess 1 2� — 1 7 _ 2 3 — /c r •• { • • ` . • ,• .. 1 • _.• • it • • i {LETS zR�TVOxu4r�<" CITY OF ARCADIA 4 � p 240 West Huntington Drive a Arcadia, CA 91007 RN ±_" ° oU IL . 1.* ! 1.7 VERIFICATION Al.l hNT1ON: Community Development Administrator SUBJECT: Grading Verification for Project No. 06-131 .. _. ... Address: 1523 Holly Avenue, Arcadia, CA 91007 , Gentlemen: Rough grading operations have been completed for Project No. 06-131 for Lots 80 through 80 (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 elk 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 sites which will be raised or filled more than 12". 0 . Engineer(Signature) Architect(Signature) • R.C.E.No. 26282 R.P.A. No. Date: June 22, 2010 Received and approved: Date: ., C.D.D./Pla,nning cc: C.D.D./Maint. Ser. C.D.D./Building • LEEDCO ENGINEERS, INC. STRUCTURAL AND GEOTECHNICAL 3870 Baldwin Avenue,El Monte, C4 91731 ENGINEERING CONSULTANTS Phone:(626) 448-7870 Fax:(626)448-3955 e-mail:leedcr alcml.coar July 9, 2010 Zialcita Construction Co. 1687 Hill Drive, Suite A Los Angeles, CA 90041 Attn: Mr. Marty Zialcita Subject: Soils Compaction Report Proposed 2— Story Residential Development for Mr. & Mrs. Tedja Location: 1523 Holly Ave., Arcadia, California 91007 A.P.N. No.: 5785-003-100 Tract No.: 6509; Lot# 80 Leedco Job No.: 6028 Project No.: 06-131 Dear Mr. Zialcita: This report presents the results of our field density tests performed on the building pad of the proposed residence after existing house has demolished and soil compaction was done. Elevated building pad was constructed for proposed building foundation. Site condition, field and laboratory test results and post-grading recommendation are presented as follows: SITE CONDITION The proposed site lies within a residential area located at 1523 Holly Avenue, Arcadia, California(Figure 1). The property exhibits a level topography. The property investigated is located on the south side of Camino Real in the City of Arcadia, California(T.G. pg. 597, B1) and north side of Winnie Way. It is rectangular in shape and has a street frontage of approximately 60 feet and an average depth of 131 feet. Onsite loose and/or disturbed soils within majority of the proposed building area were scarified approximately 4'-5" and compacted to 90% minimum relative compaction. Onsite and import i soils were used as fill materials. On site soils consisted of dark brown clayey silt(ML). Imported soil consisted of silty sand (SM). Imported fill was mixed with on site materials. The compaction test location are presented on the map (Figure 1) attached herewith. LABORATORY TESTING Laboratory minimum dry density and optimum moisture content for onsite and import soils were determined according to laboratory standard ASTM D-1557-04. The results are presented in Appendix A of this report. FIELD DENSITY TEST Field density tests were performed using the Sand Cone Method (ASTM D-1556-04). Field density test results are presented below in Appendix A. Approximate locations of the tests are shown on the enclosed Compaction Map (Figure 1). Field density tests were performed at random locations to check compaction effort provided by the contractor. Test results exceeded minimum required relative compaction of 90 percent. Test results herein are considered representative of the compacted area. POST-GRADING RECOMMENDATIONS 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. Soils generated from footing excavations should be compacted to 90 percent minimum relative compaction, whether it is to be placed in landscape areas or within areas to be improved. The material must not alter positive drainage patterns away from the structural areas. All trench excavations should conform to CAL-OSHA and local safety codes. REGULATORY COMPLIANCE Cuts, fills or processing of original ground under the purview of this report have been completed under th observation of and with selective testing by Leedco, and are found to be in compliance rrli LEEDCO ENGINEERS, INC. 2 ,a z 9' tw r • with the Grading Code of the City of Arcadia, California. Leedco's findings were made and recommendations prepared in conformance with generally accepted professional engineering practices and no warranty is express or implied. This report is subject to review by the controlling authorities for this project. If you have any questions, please feel free to contact me. Respectfully submitted, QkpFESS/04, TENNIS , 2 ��� ,,1? GE 2152 rn L z Exp.3/31/2012 C. Dennis Lee, Ph.D., G. E. `f'>, \OrECHoGP�'`Q Principal Engineer 9TF p0 OF CA LEEDCO ENGINEERS, INC. 3 i LEEDCO ENGINEERS, INC. STRUCTURAL AND GEOTECHNICAL 3870 Baldwin Avenue,El Monte, CA 91731 ENGINEERING CONSULTANTS Phone:(626)448-7870 Fax: (626)448-3955 e-mail:leedeo aaoLeoan JOB NO. 6028C ENGINEER'S CERTIFICATE OF COMPLIANCE FOR BOTTOM OF EXCAVATION DATE OF CERTIFICATE: 6-29-10 JOB ADDRESS: 1523 Holly Avenue,Arcadia, CA 91007 LEGAL DESCRIPTION: Lot 80, Tract No. 6509 PROJECT NUMBER: 06-131 SOIL TESTING AGENCY: Leedco Engineers, Inc. PROPERTY OWNER'S NAME: Jeffrey Tedja OWNER'S ADDRESS: 1523 Holly Avenue,Arcadia, CA 91007 DATE WORK STARTED ON PROJECT: 5-13-10 REMARK: FINDING UNDISTURBED BOTTOM OF EXCAVATION TO THE SUPERINTENDENT OF THE BUILDING: • I hereby certify that I have personally inspected and tested the bottom of excavation on the described property and undisturbed bottom was found and approved. On the basis of these inspections and tests it is my opinion that the both are in conformity with requirements of the Los Angeles County Building Code. okoFESS/0 ,� GE 2152 ,n Exp.3/31/2012 m't `rlq F°rECH0G ,\ FOF CALO' Civil Engineer: C Dennis Lee California Certificate No: GE 2152 (Exp. 3/31/12) • For the purpose of this certificate,-to have personally in inspected and tested"shall include inspection and testing performed by any person or agency responsible to the licensed engineer signing this certificate. Where the inspection and testing of all or par of the work above is delegated,full responsibility shall be assumed by the licensed engineer whose signature is affixed thereon. t 6 i P c�dr December 4, 2007 7 :,,,�; ,, . Marty Zialcita „s3"° 1687 Hill Drive oo\ /0+ Los Angeles, CA 90041 s �m'Aity 00t° • O� Subject: Plan check submittal for 1523 Holly Ave, Arcadia, CA CityDear Mr. Zialcita: Arcadia I have been requested by Mr. Kruckeberg to respond to your letter dated November 28,2007. Development As discussed in person on at least two separate occasions I have explained the plan check history for 1523 Holly, Plan Check#06-131. On April 7, 2006 you submitted Services plans for review for a new single family dwelling at the above referenced address. The Department plans were routed to the various City departments and were ready to be picked up for revisions on April 21, 2006. You picked up the plans with corrections on April 21, 2006 and were advised to make all necessary corrections and return them to the City for further review. On August 17, 2006 a courtesy expiration letter was sent to you Don Penman reminding you that the plan check is only valid for 180 days and if needed you could Assistant City Manager/ apply for a one time only extension of 180 days. After you requested the extension in Development Services Director writing, an extension was granted for an additional 180 days. As indicated clearly in the letter only one extension can be granted for the plan check. The extension was approved until April 7, 2007. The resubmittal for the second review was received by the City on March 26, 2007 just twelve days prior to the expiration date of April 7, 2007. Based on the fact that you did not resubmit the corrected plans for over eleven months after you received the original corrected set, it made it virtually impossible for you to obtain approval before the expiration date. The plans were routed to the various departments for the second time and ultimately they expired on April 7, 2007. On November 13, 2007 you came in and picked up the plans after over seven months of no communication from your office, since the March 26, 2007 resubmitted date. At which time you were advised the plan check was expired. Since November 13, 2007 it had been approximately seventeen months since the original submitted date of April 7, 2006. All of the plan check documents and the extension letter clearly indicate the time limitation of 180 days with one 180 day extension only, for a total of twelve months. The plan check has exceeded the 180 day limitation and the 180 day plan check extension and is now null and void. Should you have questions you may contact me at (626)574-5420. Sincerely, , L_____________.: CDSA ( . Don Stockham Building Official 240 West Huntington Drive Cc: Jason Kruckeberg Post Office Box 60021 Arcadia,CA 91066-6021 Mr. and Mrs. Tedja- Owners (626) 574-5414 (626)447-3309 Fax 04/03/2008 13:58 1 PUBLIC WORKS PAGE 01/03 1116 ! April 3, 2008 tzlp, Jeffrey Tedja 1523 Holly Avenue City of Arcadia, CA 91007 Arcadia Re: 1523 HOLLY AVENUE Public Works Arcadia, CA Services Department Dear Jeffrey, Based upon the information provided on the Water Meter Clearance Application submitted for the above referenced property, it has been determined that the following is required: Pat Malloy ""`'DWI"`"Aionagrr 1" domestic service and a 1" meter Pj ti c Work,service.. mreGa We are unable to provide an estimate for the installation of this service and we no longer provide the water meter, box/lids and valves/fittings. It is the responsibility of the property owner to hire a contractor with a Class A or Class C34 license to install this service. This price is valid 180 calendar days from the date of the quote. If you are not ready for the new meter installation, you will need to reapply after 180 calendar days. The developer/owner will be responsible for paying all fees for permits, inspection and deposits as required by the City's estimate on the proposed construction. The contractor chosen by the developer/owner, will be responsible for obtaining Arcadia Permits, Arcadia's Standard Specifications and materials. A copy of these may be obtained at the Public Works Services Department located at 11800 Goldring Rd., Arcadia, CA 91006. The City of Arcadia permits only those persons properly insured and duly licensed with a Class A general engineering contractors license or a Class C34 pipeline contractor's license, pursuant to the State of California's Contractors Licensing Board and the City of Arcadia (AMC 6211) to furnish installations for water services to any location in the City If you have any questions or require additional information, please call me (7,,at,..(6.2\6) 256-6650. Sincerely, 1100 GoWrinl ncad J no Office T3i+x 6O1)2! a rcad;a,CA 91 n66.6021 26)256.6554 L ne Woo 26)359-702S fax Administrative Assistant CITY OF ARCADIA PUBLIC WORKS SERVICES DEPARTMENT iWjL -rwTa--,7-W.1 A Ar lir rsi"' ir i-.L a I . rtt .11.■■" Z, .0" Effective January 1, 2007, the City of Arcadia's Public Works Services Department will no longer be selling water meters and the accessories that were provided including meter boxes and lids. Listed below is a list of stein that need to he oornilletert order ILiir 'nay c. a crew wtr merer 5:e,rtrIcz insf14' 1. Complete a Water Meter Clearance Application. 2. Wait for City of Arcadia to calculate demand requirements and issue an estimate letter (by mail, fax or pick up) for all permit fees. Please note that quote is valid up to 180 calendar days from the date of the application. After expiration, you will need to reapply. 3„A,Tor?b,Mark Ornelas, at (626)256-668J to snake w appointrnentior the meter location to be marked. 4. Pa the Cr of Arcadia all fees included on the estimate, after rneetirip with Mark Ornelas, Receive a copy of the City's standard specifications_ 5. Hire a general contractor with the proper licensing (Class A or C34) to perform the work„ Have a copy of contractor's Arcadia Business License, State License and insurance information. 6. Notify Underground Alert at least 48 hours in advance of scheduled work. being performed. Notify' the City of..A.rca.dia at least 72 hours in advance of scheduled work being performed to setup inspections at (626)256-6685. 7. Have contractor ptu p all permits, and standard spe.eifications, at least 24 hours in advance of scheduled work being performed. 8. During service insmilation, an inspector from the Public Works Services Department will reed to be present as required for the inspections. 9 After Final Inspection, Inspection card must be signed off Lind complete: All deposits less accumulaed costs to the City of Arcadia will be returnoti to the de.17Flrof.--r. receint thp r e - 04/83/2008 13:58 1 PUBLIC WORKS PAGE 02/03 WATER METER INSTALLATION PERMI DEVELOPER: JEFFREY TEDJA DEVELOPER ADDRESS; 1523 HOLLY AVE --� � �– PHONE NO: 213-503.3169 ARCADIA CA 9100 NO.OF UNITS: 1 Quote valid up to 180 EST.BY: ASW DATE; 4/312008 CaI'Ma'Da" SIZE OF MAIN: 12"CI WORK ORDER: �~- LOCATION OF MAIN: HOLLY AVE FIRE HYDRANT 411 FH 16 PSIr 76% LEAD: SHORT SIDE FIRE SERVICE 13 0 PERMIT FEES- QUANTITY UNIT T OTAL OFFSITE IMPROVEMENT PLAN CHECKING 1 $ 25.00 $ 25.00 Z CONSTRUCT.REPAIR,AND REMOVAL OF ASPHALT AND CONCRETE 1 $ 50.00 $ 50.00 .. ARCADIA STANDARDS AND SPECIFICATIONS " 1 $ 35,00 $ 35,00 TOTAL PERMIT FEES -- 4'4 $ 110.00 INSPECTIONS - QUANTITY UNIT TOTAL HOT TAP 3 S 40.00 $ 120.00 .:B! EXCAVATION 1.5 S 40,00 S 60,00 A i STAND-PIPE INSPECTION 0 $ 50.00 $ :g; SERVICE INSTALLATION(METER READING&DOCUMENTATION) 1.5 $ 40.00 $ 60.00 "B. FINAL INSPECTION 1.5 5 40.00 $ 60.00 •..4 BACTERIOLOGICAL TEST 0 $ 50.00 $ r''' FIRE FLOW TEST Y = 0 $ 80.00 $ B SOIL DENSITY TESTS 1 $ 200.00 $ 200.00 ' ; TOTAL. INSPECTION FEES '• $ 500,00 �EPoS1T5 --- -- QUANTITY UNIT TOTAL PERMANENT PAVING DEPOSIT 1 -& I yk .If I A5F'1ALr -SS/S.F. I I 4•: . CONCRETE aw,.r- I lc, I .t;Au I $ 114.00 i'.F. ICRE 1 E-$301S.F 1 0 i $ 3V.IR3 I Y'_,:I I (ABANDON EXISTING;METER {f I L I I 1 i t 700 00 ( $ 700.00 r] I _ "7:4771 I METER NUMEER 'NlTIALS —TES r"s%� viJ t; � L1�METER , TflTtlt 1 ---- I rM .'I iAAETER 2. ' ;PERMIT S 110 llil t frzl '',I METER jiNSPEC T ION5 $ 5rin nn :I MUFF,'4. .....-- .._ it (DEPOSIT $ 314 { !METER 5. '� >� �I #,1'i'�C'�I'-ai.:i tii4;i- i 4+it1%•#i r - ��jjk, -"'ra A+: �.ri "-+.JTOTA,ESTIMATE $ 1.4224 O() IS r 'i t`N1P. ,'M Y? r, .� '�I 1E1EB s w , . Yo , . - I I E.�E 4a• - -- __ iaP r� sr.c°�,,;'-��J d+'s*ais- .A - =�.%�,t.l' I�. -. -i PRI RIf3Af ITV E Gi NEE - LI'i I 1523 HOLLY AVE LATERAL; '"GdMES'li 13 rr ., Contractor Permit NO.: I 'The meter 9i;[e calovleted ropressnts the rnInirnum size allowed, bawl or me infcrmsi' provided, it is the responvrblilty Cif the owners Engineer!Contractor to verify that the meter Size stated itl daquete to met the required riernere. ;!ter n-.. ,M`v- 'Zire= ,Ftf a 7, 3. (c! @2) 6 G3 21 N N d _ 1/ 6.5' 1/2" 0 1 5 5 r; lir _-- ____. -- - ._.... _..,_ --- --- __�. --- H[ r oQROFES ; ! - 'I w -0.~ 2543 m I 4":CONC. SLAB ON GRADE • ' Exp.3/31/2012 'DI W/#4 ©1o" O.C, BOTH WAYS AT MID-HT. THRU - OUT / �! 116 OVER 6 mil. 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PREPARATION OF THE BOTTOM - TOP 4" OF N oo' 02' 00" W } 60.22' SOIL WAS SCARIFIED AND COMPACTED A T NEAR OPTIMUM MOISTURE CONDITIONS. S I D E W A L K 2. FILL PLACEMENT WITH MAX. 6" LIFTS COMPACTED WITH PORTABLE KNEADING COMPACTOR W/ CONTROLLED MOISTURE CONTENTS. H O L L Y A V E N U E 3. APPROXIMATE COMPACTED FILL THICKNESS - 2.5 FT. JOB ADDRESS 1523 HOLLY AVE., ARCADIA, CA 91007 SCALE" LEEDCO ENGI \ EERS , I \C. N.T.S. JOB NO.: 6028_CT TITLE COMPACTION TESTS LOCATION DATE: FIGURE 1 7-8-2010 in I J AANN w E or V Z 13 � ' IIrZ^_ 40110 n/c1■' 4. 04,.: 77,, r. r V V tr 0 0 tkt -.__ _....,r.1.1 la .�� — .„,„e !176. a4.:.7"^�r ,_. 'wli';', "I.., CO 40210 > W Z1X,—.. �•. ry 9XY ZL•�1NO3 T(1l . 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