Loading...
HomeMy WebLinkAboutI & 15th Streets - BuildingAN, I<raZa 1 ASSOCIATES, INC GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING INSPECTION September 30, 2005 KA Project No 106 -05051 Zenovic Associates Mr Steve Zenovic 519 S Peabody St. Ste. 4 Pt. Angeles, WA 98362 RE. Dennis Lee SFR/Pt. Angeles, WA Dear Mr Zenovic: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed. September 7 Field Report No 56309 Density Report No. 14050 Particle Size Distribution Report No P8839 Compaction Test Report No P8839 Referenced concrete reports and compressive strength data will be mailed following 28 -day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, PS.dc Enclosures Penn Seely Laboratory Manager Peninsula Division CC. City of Pt. Angeles Louis Haehnlen With Offices Serving The Western United States 20714 State Hwy 305 NE, Suite 3C Poulsbo, Washington 98370 (360) 598 -2126 Fax. (360) 598 -2127 l Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 9- 7-a7 PROJECT It //74- 05'O.51 PROJECT 1)G/1//I/.5 SPA LOCATION Nr6S KRAZAN PROJECT MANAGER...En/3 0A1 _cL'TG•" 'Ls QJ T6 ro PC,4e,Ar /lLr,c c i- /A2 Df 'S v 7 Z is re d7:_5 Re POkfren i) tor 4 r_roa! 43 roe_ co 4)5 rOAD LJA .510(440l- L'r/erR./ art) /e' l exr 0' C C/f/ r R .4 r u 4' Z rEsis PAM PAS)), .4L re 5r RPSL DTs PC,L)Oi1(,I(r PRocrOq. oP 4J t.J .5oLC 3.4tAti oArtz/a6/7 ToD74 rot fob G Q ew..s.. r y rroni DA 6C2 Lz6 agso 3. r_Py .S4,tJ/) ozrii GR6Vet, /IS4 ,4P4e oR 1W e ?J fog Aez)ifi silDe rei T AeiM ii msc± o gAc:k l4, c L 4J rt9 PA FrA PAcc rof pedPryG L R, geS64, 7C To the best of my knowledge, the above Woks vvF1J 11 performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave. Clovis, CA 93612 2205 Coy Ave. Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 The nforrnatr pr ided on thi eport prepa ed fo the clu (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271 2200 (916) 564 -2200 CONTRACTOR. ,/I -/A JURISDICTION Cr TV F P r Ait/rctZcs PERMIT Ai—A INSPECTOR. MAR/TS /1,t"44') WEATHER. V TEMP C,1; Technician: a21 Brickell St. Ontario, CA 91761 1501 15 St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 144* Ave. NE #F -300, Woodinville, WA 98072 of the cli nt. Thi eeort ma not be odu ed anv format wehn the wr;r FIELD REPORT NO 5 6 3 0 9 Re tsion 0 Effective Date 8/16/02 of rho Ai (909) 974 -4400 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 Tr—"IKihr DATE. 9— 7- 0 PROJECT /7, 6 PROJECT /OEN/Liz 5 LA a 5F k LOCATION: JOR 1 AN 66 KRAZAN PROJECT MANAGER: .1 "1.4 WASHINGTON DENSOMETER SANDCONE I NUCLEAR TEST n OTHER a 54.07 L MAP Pt ►'?5' I 1 7-Z 1 2. 113.7 7 d 1 Its 4 7 6 It i Z el Test Map Location: Attached COMPACTION a an Associates, Inc REPORT NO 1405'`0 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION /5 N L IST e4' F'ASi of kti :Si oC I 5 ac w6 215 West Dakota Ave. Clovis, C4 93612 2205 Coy Ave. Bakersfield, C4 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Daily Avg. Std Count Densities Daily Avg. Std Count moisture Gauge# /I Paved Areas (circle one) Sub Agg Asphalt Building Pad (s) Other Curve Elevation Location(Comments) 3 ub G,e:i we t o'F tv rEI Leo/ I P I rA51of' 1 I '4 St o 5426,0144 f,4D L/ Curve Test Meth ob /SS. 7 (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271 2200 (916) 564 -2200 Curve CONTRACTOR: PERMIT NO INSPECTOR: .J A MSS //e60/./4 JURISDICTION: C°L7 V Afime Le-f WEATHER: U./1J4/ t/ TEMP: 43 To the best of my knowledge, the above-46115T performed in accordance with the approved Superintendent /Representative: te. [l c ir'S >°G0 �aG Trenches (circle one) Sewer Water Storm Drain Utly Unified Soils Classification L ZG/? w) .42 (45A iJ 6RAU, 1 Lt. itEsu.C P C D '4i6% nr-r vu Max Dry Density A Mode Density Moist Percent Depth Compaction 7 1 IZ3. I g'. zi I 9Cv g'S 1 1 /1 11. 1 7 Z a 7 I 1 »3:V '71 1 I 174.1 1 h I 1 1 /Z 3.5' S S q&2 I 1 113 7 c5 e q te I 1 9 7> tr I "41Y I 1 /Z3, r 4 I 0.69 I 1 /Zy. 7 1 II IZ3 gIr17l acre I This lesting does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. plaannss, specifications, and regulatory requireme is Technician: 4221 Brickelg. Ontario, C4 91761 (909) 974 -4400 1501 15'' St. NW Suite 106, Auburn, WA 98002 (253) 939 -2500 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598 -2126 19501 144* Ave. NE #F -300, Woodinville, WA 98072 (425) 485 -5519 Revision 0 Effect' Date 8/16/02 Opt Moisture Required 60 50 40 30 20 1 0 m II 'I I !P 2.0 in. 100.0 1.5 in. 98.6 1.0 in. 96.4 (no specification provided) SIEVE PERCENT SPEC. PASS? KRAZAN ASSOCIATES, INC Particle Size Distribution Report 500 100 10 1 GRAIN SIZE mm COBBLES 1 GRAVEL 1 SAND 0.0 1 20.6 1 48.2 SAMPLE.P8839 REPORT.56309 DATE:9 -7 -05 Client: ZENOVIC AND ASSOCIATES Project: DENNIS LEE SFR Remarks Soil Descriotion Project No: 106 -05051 FIGURE 0.1 0.01 0.001 SILT 1 CLAY 31.2 SIZE FINER PERCENT (X =NO) LIGHT BROWN:SILTY SAND WITH GRAVEL(SM) NATIVE MATERIAL 0 75 in. 93 4 Afterbera Limits 0.625 in. 91.9 PL= LL= PI= 0.5 in. 897 0.375 in. 86.5 Coefficients #4 74 4 D85= 8.3 D 0.3 67 D 0.211 #8 74 4 85 6 0 50 #16 69.8 D30 D15 D10 #30 65.2 C C #50 56.9 #100 42.9 Classification #200 31.2 USCS= SM AASHTO= Sample No. P8839 Source of Sample: NATIVE Date: 9 Location: HILL SIDE STOCK PILE NATIVE Elev. /Depth: cv 139 134 o. 129 p 124 119 114 2.5. WM WS WM WW T #1 WD T #1 TARE #1 WW T #2 WD T #2 TARE #2 MOISTURE DRY DENSITY 1 6020 0 4080 0 626 70 603 90 242 70 5 5 125 5 2 6140 0 4080 0 553 10 525 30 244 80 8 6 128 6 ROCK CORRECTED TEST RESULTS Maximum dry density 128.5 pcf Optimum moisture 8.5 COMPACTION TEST REPORT 7.5 10.0 12.5 Water content, Location: HILL SIDE STOCK PILE NATIVE COMPACTION TEST REPORT 11 8 124 8 Project No. 106 -05051 Client: ZENOVIC AND ASSOCIATES Project: DENNIS LEE SFR UNCORRECTED 124 pcf 10% KRAZAN ASSOCIATES, INC. USCS 15.0 17.5 TESTING DATA 3 4 6140 0 4080 0 627 30 581 10 242 00 Curve No Test Specification: ASTM D 1557 -91 Procedure B Modified Oversize correction applied to each point Hammer Wt. Hammer Drop: Number of Layers: Blows per Layer Mold Size: 10 lb. 18 in. five 25 .03333 cult. Test Performed on Material Passing 3/8 in. Sieve Soil Data NM Sp.G. LL PI >318 in. 13.5 #200 31.2 SM AASHTO 5 Remarks: SAMPLE.P8839 REPORT:56309 DATE:9 -7 -05 FIGURE 6 Material Description LIGHT BROWN:SILTY SAND WITH GRAVEL(SM) NATIVE MATERIAL .1 U F p0 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 05 00000418 Date 6/01/05 Application pin number 657652 Property Address NO PARCEL NUMBER ASSESSOR PARCEL NUMBER 99 Tenant nbr name DENNIS LEE Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 Owner CITY QF PORT ANGELES PO BOX 1150 PORT ANGELES WA 983620217 Permit RIGHT OF WAY Additional desc R/W 15TH I STREET Permit pin number 50229 Permit Fee 50 00 Plan Check Fee 00 Issue Date 6/01/05 Valuation 0 Expiration Date 11/28/05 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Fee summary Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 Grand Total 50 00 50 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commencedewithin 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presum ive authority to violate or ncel the provisions of any state or local law regulating construction or the performance of constr. Signature of Contractor or Authorized Agent T \Policies \1102_15 building permit inspection record05 wpd [1/4/20051 Contractor OWNER Date Signature of Owner (if owner is builder) Date BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION. FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED.HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT YES NO PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED I RIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I 1 1 1 FIRE DEPT PLANNING DEPT 417 -4750 I 1 1 1 PLANNING DEPT BUILDING 417 -4815 1 1 1 1 BUILDING T-\Policies \1102_15 building permit inspection record05 wpd [1/4/2005] I I I I I I I I K August 23 2005 Zenovic Associates Mr Steve Zenovic 519 S Peabody St. Ste 4 Pt. Angeles, WA 98362 Dear Mr Zenovic. PS dc Enclosures cc: August 11 aZarz ASSOCIATES, INC GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING INSPECTION RE. Dennis Lee SFR/Pt. Angeles, WA In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed. Penn Seely Laboratory Manager Peninsula Division City of Pt. Angeles Louis Haehnlen Field Report No 52259 Density Report No 13900 KA Project No 106 -05051 RECELIVI,1 AUG 3 1 2005 CITY epof F Development Referenced concrete reports and compressive strength data will be mailed following 28 -day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, With Offices Serving The Western United States 20714 State Hwy 305 NE, Suite 3C Poulsbo, Washington 98370 (360) 598 -2126 Fax: (360) 598 -2127 an Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. c5/// /dam PROJECT /or- QS 5 PROJECT SFR LOCATION Paa.-r 4+/66 Zt'3 ln/4 KRAZAN PROJECT MANAGER. -LQ 215 West Dakota Ave. Clovis, CA 93612 2205 Coy Ave. Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 The nfotmati pr ided this eport is prepared for the clu (559) 348-2200 (661) 837 -9200 (209) 572 -2200 (408) 271 2200 (916) 564 -2200 CONTRACTOR. JURISDICTION PERMIT INSPECTOR. WEATHER. p FIELD REPORT NO 52259 7 Pes4,7- A EZ crr 0 41 74 le-.44 CLoc,9.‘i TEMP .AL C.{26,111eAt< T C E N. Mai77_ 1,45 A Pox-rec n/ t c Or 5) "ThAr bib sua eft v� 14 r s; rF /L L P/ 15 14,41 :60._= Gi432E S" 7g r A- A-PP octets 7/x.1 AVM/ 4 t AA/ 2 /3 LS CP 41VrM. ?/S PPEEE.P,s ,1'r,NS<5-r rr l A 7$ A i t- /i r< jU. To the best of my knowledge, the abo A AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: 4221 Brickell St. Ontario, C4 91761 1501 15'' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 144th Ave. NE #F -300, Woodinville, WA 98072 Revision0 Effective Date 8/16/02 of the ch nt. This epon may not be eprodu ed any format without the write per russion of the client and Krazan Ass ates. (909) 974 -4400 (253) 939- 500 (360) 59 1 6 (425) 48 w Krazan Associates, Inc DATE: PROJECT* PROJECT LOCATION: P 4w4er2,a3 $��G�y04� JURISDICTION: g �L KRAZAN PROJECT MANAGER: WEATHER: P- CLe>G not TEMP: ec3 WASHINGTON DENSOMETER SANDCONE NUCLEAR TEST OTHER LOCATION MAP N n Paved Areas (circle one) Sub Agg Asphalt Building Pad (s)..S L c•k Other Trenches (circle one): Sewer Water Storm Drain Utly Test Elevation -CC 2— 154 3 Is, 2.' I Map Location: Attached Gauge# To the best of my knowledge, the ab Superintendent /Representative: TF GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: 106— c U 5 PERMIT NO f I S L O/4 r 4434.13 /G INSPECTOR: /r.1.. A X- t i oA Curve 07 -19% csy Location(Comments) 2tY)'FA6-A4 1 j> f E>vo Curve Test Me t Daily Avg. Std Count Densities Daily Avg. Std Count moisture 215 West Dakota Ave. Clovis, CA 93612 2205 Coy Ave. Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Meth b S0 G73 13063 (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271 2200 (916) 564-2200 Mode Depth 107 f4 l I 1 2'' 12 Curve COMPACTION REPORT NO 139 ©9 2�i✓O ✓/G �ss�� Unified Soils Classification Si�ry /`GPv4v +WU 4221 Brickell St. Ontario, CA 91761 1501 15'' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 144" Ave. NE #F -300, Woodinville, WA 98072 Max Dry Density 1 Density Moist Percent Compaction 111 6 ll I cT7 12,?. I /1.‘ )oc9 1/) 1 /2 0 I 9r Re tst 0 Effective Date: 8/16/02 Opt Moisture it S Required 9s 1 This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: J .;4-- (909) 974 -4400 (253) 5 500 (360360)•5 8 126 (425) 4 19