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HomeMy WebLinkAboutPermit 5388 - Continental Can Company - Machine FoundationCITY OF TUKWILA 1: Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 144)9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address 32507 T.I. (ma atirte, tuw datYnt 3 ) PK D. 'B' Suite # Assessors Account # 352304 -9119 MFG - WAREHOUSE SFGAI F 18010 S0IJTHCFNTFR PK PERMIT # 5,5 Control # 88 -250 Tenant CONTINENTAL CAN CO. TUKWILA, WA 41ST S 1L. FEDERAL -WAY , FOR BUILDING PERMIT ONLY Approved for Issuance By: Phone # 57p5- 310088 Phone # Z 838 -1084 Zip 98023 �/ Date: LA �2�` '4 S q • Ft. Office Storage/ se War eho u Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. 4'1 Total _ Fire Protection: El Sprinklers ❑ Detectors Zoning J'Y)— R Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 30,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #1.4q1,7 $_28 n0 Receipt #4736 $ 185 00 Receipt # $ Receipt # (9 $ 3.50 Receipt # $ Receipt # $ TOTAL $473.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary [] Single Face Building face ❑ Double Face [] Wall Mounted Setbacks: Front Square Footage of each sign face Special Conditions ['Free Standing ❑ Other Side Side Rear Total square footage of sign THIS PERMIT BECuMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR .TURK 15 ',)SPENUED OR ABANDUNc1 FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT I H'VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORR CT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS TYPE s 'OR WILL BE PLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING A RMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE UR CAN SIBS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONS UCT l)y OR THE PERFORMANCE Of CONSTRUCTION. ASigne V` hereby affirm that l am lice Contractor (signature) _ _ ( Date _1-Z LICENSED CONTRACTORS DECLARATION ppvisions of the Business and Professions Code, a {/ Date nse is in full force and effect. 27 OWNER - BUILDER DECLARATION I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended offered for sale. ( 1 I, as owner of the property, Owner (signature)_____. am exclusively contracting with licensed contractor's to construct the project. Date Or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - i-9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. Crriauti,�� �' tulda tvx 3 ) PK D. ' B' Suite # Assessors Account # 352304 -9119 MFG - WAREHOUSE PERMIT # 5333 Control # 88 -250 Tenant CONTINENTAL CAN CO. SFGAI F 18010 SOUTHEIXTSJI pK TUKULLA, WA. SC.HFII CQNST r.0 1S.CRELC01518.Q FEDERAL 14AY 12q07 41ST S.11_ FOR BUILDING PERMIT ONLY Approved for Issuance By: S Ft. Sq. • Office Storage/ warenouse Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. 4 Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning %)')— Type of Construction Special Conditions Phone # 57p -3inn Phone # 838 -1084 ZTp 98023 sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. 2nd Fl. other other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL $ $ $ 30,000 Receipt #L/C7(a $ 285.00 Receipt #4716 $ 185:00 Receipt # $ Receipt #q0(9$ Receipt # $ Receipt # $ 3.50 8473.50 FOR SIGN PERMIT ONLY [] Permanent ❑ Temporary ❑ Single Face Building face ❑ Double Face Wall Mounted Setbacks: Front ❑ Free Standing ❑ Other Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND V010 IF WORK OR CONSTRUCTION AUTNORIZEO IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION ABANDUNcU FuR A PLRIUD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I H'VE READ AND GOVERNING THIS TYPE s 0R WILL„BE VIOLATE UR CAN T Sly S 'Signe UR aURK 15 ',',SPEMUED OR EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORR CT. ALL PROVISIONS OF LAWS AND ORDINANCES PLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING A EMIT DOES NOT PRESUME TU GIVE AUTHORITY TO OF ANY OTHER STATE OR LOCAL LAW REGULATING CONS UCT 911 OR THE PERFORMANCE Of CONSTRUCTION. Date L2 hereby affirm that I am lice Contractor (signature)___ 1. as owner of the property, offered for sale, I 1 1, as owner of the property, Owner (signature)_____ LICENSED CONTRACTORS DECLARATION p visions of the Business and Professions Code, a -- Date se is in full farce and effect. OWNER- BUILDER DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure is not Intended or am exclusively contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA ( Building Division :e" 6200 Southcenter Boulevard Tukwila. Washington 98188 _ (206) 433 -1849 l Type of Inspec1°n�.� -/ Site Address / F30, 5 ,, �� X. Requester Special Instructions INSPECT�I''�N RECORD 1.. PERMIT # 5'.3452t Date , f /G Date Wanted 5/4.2/if a.m. p.m. Project Ces31 G / i em: d/ Caj- co. Phone # Inspection Results /Comments: r (9 Inspector Date S��`/p A(I : /iiAYJkl1Ri&VAIMtn Iasi a .uwerwwunw�+m a... >;,.>,,. «. w..• wu... v. wnuuu.++ e: tnwu.+.« an ..w+.,....x...+•...,.+.., >e�... mw.rumw,Aa.' 41,h,43 AlV.: ES.tt 4:Ye CITY OF TUKWILA Building Division 6200 Southcenter Boulevard 11(-1- Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address (874 -Q e y Requestor %s,., INSPECT ON RECORD PERMIT # S78 8 Date g %2/ Date Wanted 742- a.m Project Phone # /'(c9- Special Instructions Inspection Results /Comments: Inspector �[. Date �- 0 /rfr'" 'y `+,a?F,�!t•Y• Iii£" d6" idiA• C�i�141^'+ ke% 4t 4t+ tturrw' asmiaanswt .,.r..�m�.�mn..ix<ao.� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 tm�w „.�w.+wiwa:,..cwwcs+.:vamvrxo» imam x -••. 1:• imSbSii%) 064 1v elY1_ s? S °.K °1r,.- #0MitaittiVelVOIHX.'AP .'itVgiaa;, INSPECTI 1 RECORD PERMIT # j-389' Date Q .-3 —f' 8/ Type of Inspectionau9ZI� 90f Site Address 7711 ''”" ,,�� �k/ b./ Requestor , Q,( :6 Pte' Special Instructions gatejea, k Aitap'atdy Lj2—J Date Wanted Q //yJrr Project e•QY1 -i. . ?Z e.Qxf Phone # 5')5-3,900 Inspection Results /Comments: .9",2G, ��NW'. 'r1J 5; ,7A (_,;"//f4 6A,46/W -:r-U f tit- , /V'5 .'v DJ 4. 41' .vi , h. A i 1.W.9 5 3 rw-s .4a4" -ifr- ,4h / Q9,f/t/,1 v c,-tv4 Inspector % :;;;vs, ,✓ Date `l -4- / -ePel To: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 '2 12061823.9800 EVERETT C J 12061 259.0617 C m/v 7 % L ew / 2 - )3 ?V 5 sit ',P. ATTN• THE FOLLOWING WAS NOTED: C FIELD TEST DATA Z'1 !1 C✓ SEE FIELD REPORT No. No. DATE -.,?3- t 2r 9F CERT. NO. 1�S7 -442, SLUMP PR JECT UNIT WEIGHT YEILD CEMENT FACTOR LOCATION , , / • ../ CONC .f/r �, % - . d 1 BLDG. PERMIT NO. �r l ©7oav 370' OWN R to - Z, WEATHER C1 2,K ` TEMP. 6 AT AT /Z AM Lr^-) ENGINEER 16-21 5' l ( aoo ARCHITECT MI //I�. CO RACT• - ' '/ AP 4! TRUCK SAMPLED 3/0 TRUCK TICKET No. Ili/ 9F TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR a 36 C.a /7'a l ©7oav 370' WATER ,2r40‘' to - Z, TOTAL ( ?2oc,c; �a�° /€4-S 16-21 5' l ( aoo 59'4co COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT C.S. STRENGTH PSI SET NO. ?kW/ FA. 0 j k7Q q -30 C.a /7'a l ©7oav 370' WATER ,2r40‘' to - Z, TOTAL ( ?2oc,c; CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 79 43 %3_' q -30 �c �. l ©7oav 370' 1�/ / 7 1q to - Z, 2g ( ?2oc,c; �a�° /€4-S 16-21 5' l ( aoo 59'4co PRODUCERS: CONCRETE AEA PLACEMENT AREA & NOTES 57oAve- w'r ADMIX. CEMENT CAC12 2 ' i { /d■ 142' 5772oa 1I-1 f4-4 14-v- .e,, C,4 sr- »LIt;c;- 4 /D./.4-cE. a 1 S ecs A7A"D ilifiruv d /2'S CU. YARDS PLACEDICI DESIGN STRENGTH_b 0 OPT/ Slet a A.A. 514f) ; COPIES TO: WC� * g (so IaLi /O 4 INSPECTO RAt c7ue_S SIGNED:� • 01* TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 12671+ PLACE KIRKLAND, WASHINGTON 96034 EVERETT (206) 823.9900 (2061 259.08 17 PO' f:3 ' Go, .S E",--772F / k'M,9 944,1-1 l) ATTN• 2-i4 M2 ' T ;�,P / THE FOLLOWING WAS NOTED: A- C/°Z.:TLr FIELD TEST DATA SEE FIELD REPORT No ""3/7 No —' DATE CERT. NO. PR JE T C O A / 77,,t'7( i'R,r/ Cam, BL4 J63 LOCATION 1,3 +4c S/ 6.7#ZF Nr, Vii/ vE Tvkcv;L� BLDG. PERMIT NO. c5.-? 8 OWNER WEATHER ��,�•���� CLov % TE/M�P. AT 600 AT 72/0 PM ENGINEER // ARCHITECT J rf�/s.Pi'G D }fir} 6 r4-' CONTRACTOR Gv C ed s _ TRUCK SAMPLED 31,36— 391 TRUCK TICKET No.' " / 7JJ, TIME I SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR to- 9407o 2 C.A. Y /3000 I/ic-1 p WATER lD; /f '71"110 -�-- -' -- / v. 0 S "EXPO it l0 -/4 _ : (5(603 5990 -)2g5 cl -23 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 9440 STRENGTH P5) \ FA. G q -27 2 C.A. Y /3000 I/ic-1 p WATER L)(‘,0 , l t o- f'f TOTAL r„ I (6400 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P5) SET No. ?2q1 G q -27 2 /3000 I/ic-1 p /ads 7247 , l t o- f'f 2, r„ I (6400 S "EXPO it l0 -/4 _ : (5(603 5990 -)2g5 cl -23 7 135 bv tly 30 Si.lofS -726 10— Iy if ig400 (4)($v 7247 I to -(4 2? t / 11200 54 o PRODUCERS: CONCRETE e/72)14011W y AEA ADM %t%e4-TA J)" ‘lCAC12 % �^ DESIGN STRENGTH S -66011 Q 1 7 PLACEMENT AREA & NOTES 12-re1/ ~ p22 r/614/-3 3 rid I N , t1}J A-4 CEMENT CU. YARDS PLACED JI�' 3' S" COPIES TO: C L is 1- ' �f ' I U t JI) ci INSPECTOR SIGNED: T To: SEE FIELD I /b 7 9 CASCADE TESTING LABORATORY, INC. REPORT No. /_, No TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126r•■ PLACE KIRKLAND, WASHINGTON 98034 �.d EVERETT it/ '2b fi!'F (206) 823.9800 (206) 269.0817 ATTN• 7-14:4/1/Lc . , THE FOLLOWING WAS NOTED: /A- FIELD TEST DATA DATE /_ '- • CERT. NO. TIME PRO ECT r ..� �I / ^' i %AIR j / .tee/ /yam b LOCATION CEMENT FACTOR TEMP. CONC BLDG. PERMIT NO. { 4 OWNER A a C.A. • /A TEMP. D AT AM AT /02/13) ENGINEER Ns ARCHITECT -• .- CONTRACTOR 6d1 c -7- RAJl /0 0 ao TRUCK SAMPLED) 3 3 y3 TRUCK TICKET No./7733 1 /73,,A TIME SLUMP# %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR A a C.A. O (3 Ns ?.LI/;Q -• .- -- /0 0 ao 7o I ±o -IK z� �b90'0 bbao '725 1 q -23 P 3-5-00 3780 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS - CEMENT 9/440 STRENGTH PSI SET NO. FA. 4;;iL11,J - -((�� C.A. WATER �D 10-1V TOTAL / 1700 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS _ SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 72 q' 10-1V 29 / 1700 s�3�, "7256 I ±o -IK z� �b90'0 bbao '725 1 q -23 P 3-5-00 3780 sells 7252 N-14 2 Y /7G UU 5-4 °(: '7253 l -14 A '76040 34-se -o0 . PRODUCERS: CONCRETE 572) A.-4 Gv / / CEMENT_ ��l 4G11f s /. ) ADMIX. CAC12 % DESIGN STRENGT O s CU. YARDS PLACED? AEA PLACEMENT AREA & NOTES INSPECTOR COPIES TO: CL • LC C. - cRF- - "ru k'-(0 61.1 ' I SIGNED: Gld, CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 1291D N.E. 126TH PLACE KIRKLAND, WASHINGTON 99034 EVERETT TO: (.10 77iv ¢4,1729-Z N' L o . (2061923.9900 (2061 239.0917 /-4 ,./3o)1 5 8 4.. CY _.. ATTN• THE FOLLOWING WAS NOTED: G,,J/VL./eC ~/L- FIELD TEST DATA L#f2 SEE FIELD REPORT No. 3i:77 No DATE 9'-- /6 -52 er CERT. NO. iI? .3' ,'- PROJECT Co P7;;t,e4/r�L C/ Co , gLaeg" 743 LOCATION /�'3 o ZC .dl • LlGM?dekE. 1 OWNER BLDG. PERMIT NO. WEATHER Coe./2.i/ TEMP. AT AM G a° AT 1�0' o tra ENGINEER ARCHITECT Q, ji / /7 n ��C�!/� /fr ' CONTRACTOR �� ,p �r�� CO W ti/ //LCa>/ - TRUCK SAMPLED 27,3 TRUCK TICKET No./ 2J 44,'Q. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 244/6,10 q- 23 7 C.A. it /1 /59 v 6 44ib r7 72SS TOTAL _ Y T coo 5 Co o ?Z56 Io -lci 21 3_0440o 6coo COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT y440 STRENGTH PSI SET N0. FA. 244/6,10 q- 23 7 C.A. it /1 /59 v WATER 44ib r7 72SS TOTAL _ Y CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 7 2 5 11 7.4 -7/ q- 23 7 it /1 /59 v I/,i ,, 5 72SS to -14 _ Y T coo 5 Co o ?Z56 Io -lci 21 3_0440o 6coo PRODUCERS: CONCRETE 45-7 ;dfrA... AEA PLACEMENT AREA & NOTES CEMENT ADMIX At n-4 ‘14C12 CU. YARDS PLACED 3 1� �^ DESIGN STRENGTH •--5-CII 4)0Psf INSPECT°, COPIES TO: -5 `� P • I I-6 SIGNED: i T/d I ` TO' SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No _ /0 77 TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12910 N.E. 126TH PLACE KIRKLAND, WASHINGTON 90030 EVERETT PoRo)e 24''7 (206) 023.9000 (206) 269.0617 • (I f ,52--4-/T4 l4-, /4.J_» i7 8 ,; i., ! 19 1988 ATTN' . I r": THE FOLLOWING WAS NOTED: C oit/GRE-Tr FIELD TEST DATA No DATE CERT. NO. SLUMP PROJECT ^ ' µ �7 / [ mA/7� J-2 L £ 4 1 Co, di#16r[r 74 ' UNIT WEIGHT LOCATION / 7.3 440 t5 444 alt; , 9 7 :,rc4),I. CEMENT FACTOR BLDG. PERMIT NO. 53 �Lf OWNER AIR WEATHER CG 0J f%/ TEMP. AT G O AT ¥%00 AM CP ENGINEER `. ARCHITECT .c-/3 v CONTRACTOR L1)r r , � Rc.Xs7— We TRUCK SAMPLED,29 f TRUCK TICKET No.47 _7p/3 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2 N7` T-‘44) 7 ..... `. f', o .c-/3 v WATER We f0 -11 TOTAL. 2. 1100 (o:j to /ISI Ib-(3 z5, I4-9 o 415b • 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % ADJUSTED WEIGHTS CEMENT 9,'o , SET No. FA. 2 N7` 9-2Z 7 C.A. /log Cho .c-/3 v WATER We f0 -11 TOTAL. 2. 1100 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS ■ SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 711.1q 1'5=1, 9-2Z 7 /log Cho .c-/3 v So S l I SO f0 -11 2s 2. 1100 (o:j to /ISI Ib-(3 z5, I4-9 o 415b • 7 ,D-e,L,Ev s -6 70 toy 4- 2fl 2i / , PRODUCERSs CONCRETE u 731"1- U.447 CEMENT AEA ADMIX. at r?(Lk4/ CLIC CAC12 % ` — W-46 L S Ste" r 5'� ,S -r- �L� o FG. wits ��4 44- DoT t: AVo_ 7��) D,¢p; PLACEMENT AREA & NOTES CU. YARDS PLACED 35- DESIGN STRENGTH COPIES TO: ( C -�LYF -�] &1 -71U (Sr) Cl O 1 INSPECTOR: t 0 'I SIGNED: v TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126114 PLACE KIRKLAND, WASHINGTON 98034 EVERETT c (206) 823.9800 (206) 269.0817 0,I,77/,/en/Ti}1 heoi ADA 5 8'' 62 SZATTLA 14/4s, i.� 1988 ATTN• THE FOLLOWING WAS NOTED: C.CTA c /Wit: FIELD TEST DATA �/� C REEFIELD _? ft / 7 REPORT No ,n No DATE Q CERT. NO. PROJECT C'T' e4'aL Co, l3 X? LOCATION / 2314 o SE644 °.e t D x111.144# BLDG. PERMIT NO. s'3 8s, 0 NER WEATHER c Care_ TEMP. O AT 1 AM 6 8 AT/ Aloe, PM ENGINEER ARCHITECT / 1-E /4±✓O CONT ACTOR [.v • G f 3/COs7 4462Ad L n TRUCK SAMPLED ��� ! TRUCK TICKET No /7a f /... 123c TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /o L n — r-- ---- lac 2f c'9° Ga• 3,130 .92(/z o r— �' 10io $ o -- , c 11411 /0-13 2206 71)0 11,45 tv -i3 _ay _ ;- COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 94(0 STRENGTH PSI SET N0. FA. a 4'3a C.A. , WATER l74‘,40 f 8T q -Z2 TOTAL /74/00 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. , i -71K3 f 8T q -Z2 7 /74/00 S' S•cra , c 11411 /0-13 2206 71)0 11,45 tv -i3 _ay _ ;- 2/106 .y ,V 11146 q- 22 7 / r...0 0 4/8 4 0 5A275— -7147 to -13 9. p 2 I io 0 6120 "71118 1e -i3 a8 t`-)100 (o21O PRODUCERS: CONCRETE AEA --'�- ST6,,12.4I, 7 ADMIX CEMENT 1- CU. YARDS PLACED 3(/ 3' AC12 DESIGN STRENGTH 450 oed es/ PLACEMENT AREA & NOTES '12 L r Lid.9'5, J4 7 3 - $r 7 w, s C- COPIES TO: -S -Ti iKPO 10'17 INSPECTOR- SEE FIELD NSPECTOR• SIGNED: To: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12910 N.E. 126114 PLACE KIRKLAND, WAB- ,W%GTON 9803A EVERETT Cor/7i"Ne t-Z3t C.I.A. Co 21' S8 6b? SL2ifr 7L) loNIA 7088 (206) 823.9600 (206) 269.0817 -ir,-r to 19BB ATTN• THE FOLLOWING WAS NOTED: CA ' e SEE FIELD 7/0 7� REPORT No. c No DATE F —/s -88 CERT. NO. 887_yiA PROJECT C. ii/7;;td eAsil CdtsvcoIdeldA°743 LOCATION ' /83 .S ,F_ i/ 1' ' L i ; BLDG. PERMIT NO. •WNER CEMENT FACTOR WEATHER C L..f- TEMP. ‘0 AT V AT /e),./,:w PM 1 ENGINEER ` .:h, /D ARCHITECT �� 4D �4 Gei l CONTRACTOR FIELD TEST DATA t./eC, I7.4 `TRUCK SAMPLED 39, s 9 / TRUCK TICKET N3. / 72 2F,2 iz TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 9730 .:h, /D r-- -- l0, o A0 ?L 21 L° 0 46 o le -I.7 TOTAL /1tp 200 51(i)0? 7139 10-13 0, 9 203ob 6410 -71116 11 9-2Z 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT +(p STRENGTH PSI SET NO. FA. t 441, b q -z2 7 C.A. / (, oo e-380 WATER 46 o le -I.7 TOTAL /1tp 200 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1(37 cl—� - q -z2 7 / (, oo e-380 aPS 7138 le -I.7 28 /1tp 200 51(i)0? 7139 10-13 0, 9 203ob 6410 -71116 11 9-2Z 7 IS"y00 Li 00 Se7d4S -711-1 I to )7 202-00 (0430 11 (42 to -13 a 7 IC)000 (p US 0 PRODUCERS: CONCRETE AEA "f— ADMIX. fflfr v-4 CASs CAC12 PLACEMENT AREA & NOTES n i7/ 57E rf 4i s "let c-.e 14) —( St` o? 57 OA/Q.. 4,47' CEMENT "1';" CU. YARDS PLACED DESIGN STRENGTH WAS PIA / / COPIES TO: ('C " L . X I" ' s G1 - T Uk (3O 4. co -I-2 INSPECTOR: SIGNED: J�v TO: *(7'. s CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT o � / � , i ..�- e.,tfl l Co, /Jo,. Box, 5Al./4"2 1206) 623.9800 (206) 269.0617 S 17L , Lu,4', ! 2, 7? j'1 j • L Ili ATTN' f JRA/47, THE FOLLOWING WAS NOTED: C FIELD TEST DATA No DATE 40, • CERT. NO. .. 8-� SLUMP PRO ECT re ti7-/,v Ie.AV%tL C.fou Co, UNIT WEIGHT LOCATION 31.0 SL —'t) iE 7<3 BLDG. PERMIT NO. CAVNER CONC WEATHER C I-h TEMP. AT -7 •.�b AT 7,iG 0 PM ENGINEER - ARCHITECT /1-1-/If rill? 114* r 1cr,c6 /v • , c a c) CONTRACTOR L '^7 t C 7'-'. 0 s 7 Fr o 7s° TRUCK TIME SAMPLED___ TRUCK TICKET No. 1 7c b / D SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR , _J TEMP. CONC AIR 210 gIr PhD -- - . 1cr,c6 /v • , c a c) 70 7 ° Fr o 7s° %lief ,r-- �" 22? ' • 4-gav 7osq R-21 ? >` s-oo COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD �^ DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 9b STRENGTH PSI SET NO. FA. 1/4")4° G} -2I o �- ! 12 28 C.A. /y,;zcv0 2,02-00 4/ .5-.2-0 C0430 WATER :42401) 7933 TOTAL 22? ' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7031 gi G} -2I o �- ! 12 28 .21 /y,;zcv0 2,02-00 4/ .5-.2-0 C0430 -26 S Z 7933 hi-t2 22? ' /54co 4-gav 7osq R-21 ? >` s-oo t/6,9-c) V34"0 2r.Z 7055 I /6 -I2 2g 1°9cv 7056 (e- 1 2 za /e (6vv Sc)ya PRODUCERS: CONCRETE S l U�, )= 4. 7' CEMENT ROD ., CJ 2412252 -F- AEA ADMIX. pf ifA-74 2 ( PLACEMENT AREA & NOTES CU. YARDS PLACED DESIGN STRENGTH /496,414. z%Dr C.7.1/0 G-4,17 13.40 mac. L' 4J 0?30 D "e1. ' R o d iota t COPIES TO: Aivp (5"L4r4,11 1/1,1r4S' / 10 -13 ci X Q �. CAVSg. INSPECTOR' CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.. PLACE KIRKLAND, WASHINGTON 90030 EVERETT TO: (7.-12 L.01-; A/ a �✓ %/7L A."- CD A. [ 60A ..5'f (200) 023.9000 (2061 2E9.0017 Skit-771,4.1 14/45-j4; y/i 8r ocT ATTN• THE FOLLOWING WAS NOTED: CIVC4tiere FIELD TEST DATA SEE FIELD / REPORT No No DATE ,— /174-PP CERT. NO. 837 -pa. SLUMP PROJECT / CV,:, 77111e• Ar tI C- 4/ Co, UNIT WEIGHT LOCATION ,_-L Q 3 S4 4A BLDG. PERMIT NO. S3 88 L74t .o" X3 , TEMP. OWNER AIR ;AU r LV7 A 4, i. o 0 WEATHER Cc/...41.4„‹ 4„‹ TEMP. 7 3 AT AT //rOS PM 'ENGINEER 1 Ta t7 788 (9 -12 ARCHITECT �jj/� w f G'" CONTRACTOR G 74 7, /� nit° .54-4-: 7a 5, TRUCK SAMPLED 71 7 TRUCK TICKET No. 172E 9e' TIME SLUMP %AIR UNIT WEIGHT YEILO CEMENT FACTOR , TEMP. CONC AIR ;AU r LV7 A 4, i. o 0 7 C.A. / Li o yr WATER Ta t7 788 (9 -12 TOTAL nit° .54-4-: 7a 5, (o -t 2 ,fig (cnao to 31 v COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 9 as STRENGTH PSI SET NO. FA. 2,../oC,e, �' 2 7 C.A. / Li o yr WATER Ta t7 788 (9 -12 TOTAL nit° CYLINDER NUMBER DATE MADE DATE TESTED AGE GAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7 o 5� �' 2 7 2x / Li o yr 73°,3- 7o S8 788 (9 -12 �� nit° .54-4-: 7a 5, (o -t 2 ,fig (cnao to 31 v r• PRODUCERS: CONCRETE 57 O N,..w7 CEMENT AEA ..^ ADMIX 09 4A4i:1CD• PLACEMENT AREA 4 NOTES 0 5E-F. 310 7g L CU. YARDS PLACED 2)/05 CAC12 DESIGN STRENGTH TO a /S / I/ / I✓ COPIES TO: CC LvC I ' - (L(Y iJ ch -4I ro -r 3 INSPECTOR: TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 EVERETT 12061623.9500 (2061 259.0517 Cry 7 11, A'7a41 G-4. Go{ (o , aX s- 34/-68 OCT 1 4 198 L-viist, 78j8'. ATTN• r 7s-it/ire % / ;iC A . THE FOLLOWING WAS NOTED: FIELD TEST DATA L� C i.. REP FIELD J I 6 Q 3 v REPORT No 4z O O No DATE "/ i • SLUMP CERT. NO. i 7 a3 PROJ CT 12- y� / `' 10 64, ICI LOCAT /. / ! aO 57 BL PERMIT NO. ¥ ,. NER _ t EAT9ER w C.L. Q/T -%( 54" G8' TEMP. AT a -2Q AT ,/ Qp PM ENGINEER t0 -/Z ARCHITECT i - �.u' Pi • . 5.ScC CONTRACTOR 5(cC1,0 /.� d TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR /Oft. ¥ ,. — - 54" G8' 7i/ a S""a t0 -/Z TOTAL /60000 5(cC1,0 7115 10 -12 2.$ /5(4 a%0 5520 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 'A, ADJUSTED WEIGHTS CEMENT S/ 7 , SET N9. FA. j '17 q -Z/ C.A 77 , f) /e7v�� 37$6? WATER a S""a t0 -/Z TOTAL /60000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N9. (13 9Ts; q -Z/ /e7v�� 37$6? / / `�� /� t0 -/Z 2� /60000 5(cC1,0 7115 10 -12 2.$ /5(4 a%0 5520 PRODUCERS: CONCRETE .' 'OPe L-/ell CEMENT S -4 AEA ADMIX.. CAC12 ^- % DESIGN STRENGTH el O • OIS / PLACEMENT AREA & NOTES .S 3 o A., Gip zz sir /( 5 4"--.e 5-2f20 4t.a 83 2 CU. YARDS PLACED 7,1) S (� nn ✓ nn r� INSPECTOR: COPIES TO: P Ti-t L f O 0 SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T`+ PLACE KIRKLAND. WASHINGTON 96034 EVERETT 5 J v (2061923.9900 (2061 239.0917 TO: C a4dA Zil fi° 3 � 1 I ATTN• t PF 7 e A/ty- THE FOLLOWING WAS NOTED: Q/l/(.G4- FIELD TEST DATA SEE FIELD REPORT No. No DATE -.23. p l3 2r CERT. NNO. Fe17 -102. PR %JECTw' CA 1f f'] %/04 / '� 9A11 6, N e� /C)1` LOCATION 446 ATION f� .51.4414-14c laira.M4 BLDG3 PERMIT NO. OWN R WEHER�, C.i TEMP. AT AM C3 6 AT /%f60 C ENGINEER ARCHITECT n 7/f ULiti' - 1,9'6?A CO RACTa'R TRUCK SAMPLED 3/o TRUCK TICKET No. 17'69F TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR iCIT 36 q -30 7 C. /7'v /076c90 3 ? WATER ,0-400- 1t, -Z1 TOTAL 10 -21 ;5 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1°SO STRENGTH PSI SET No. P0519//0 FA. J aye, q -30 7 C. /7'v /076c90 3 ? WATER ,0-400- 1t, -Z1 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 71 H3 �_ 344 q -30 7 �C /076c90 3 ? it-, / "?��H 1t, -Z1 2S 10 -21 ;5 PRODUCERS: CONCRETE 5 l'o`ve- L4)7, CEMENT CU. YARDS PLACEDe, AEA ADMIX Ito"9-- CAC12 % DESIGN STRENGT PLACEMENT AREA & NOTES 2 ' ! /1 / C / )< f ,2, S 7 ! -7 - *2 SZtt D 'V Hr-rO (1 s/ A 4/c/40 ' j ,lam . rg c cap", ecs A?^-D twea P1 j5 f COPIES TO: CC LuC� .J`�0• 1 �\1-" -�� ICr `I INSPECTO e.s SIGNED: 53° REPORT No. � 3 /' REPORT No. 'O CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1261.. PLACE KIRKLAND, WASHINGTON 96034 EVERETT 12061823.9800 12061 269.0817 TO • i D AJ %A f)7� c/Ty c i 1 1 ; (11.2 J i i 11i /50 , - S8' c? OCT 41988 yFfn7'2 1 14//54 9'2/ I. ; ! i ATTN• ✓ TE/C /1/1472.45 0A) AS REQUESTED BY: /1`7` /r•e_ 7.JP/VF/ THE FOLLOWING WAS NOTED: rE /A;FdeCFj c'v-A/r.de -1 /x/SfFc ow S2,4 6-6104. -Z 2 jC 3 0% Lt lv 1 6x 6 /04 io 1.4.)19 s r..l i-ccv � �( 4 ,'O' < J£A.e,r ( No. DATE CERT. NO. PROJECT I 3i/4, 0' LOC�TION 8O C, 0 Avp ave-Jf P /f-- Gti /,,,4 / BLDG. PERMIT NO. 144 174 P OWNER WE HER TEP. G AT / (d AT / /(,)D A M PM ENGINEER ARCHITECT / �� e 9-4/ �.L= �7 J Lit:: f n'► of a) CONTRACTOR .S4--642 ,IuSS /tea 11570 /, CD /v c./G42 r ..r a CA- 7 _' _3 6 x/.2. 9.0e SEE TEST REPORT NO b d■,,5 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: c 1� ` Tux ( ) Cr )C\ 1 CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 128TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: b st• T (4..‘ VP_ /t/ Z( CAW CO Al_ • 12061823.9800 12061 269.0817 w155 7i8' ATTN• P p II �� 77Fr ^ AAey THE FOLLOWING WAS NOTED: FIELD TEST DATA L G' SEE FIELD J 1 3 Q REPORT No. 4z 63' `J No DATE ^ CERT. NO. PROJECT 5 .r 12_ 0,ek a LOCAT T I, kwilif 942 a 6' , n c31/(2-1f- /�i — Ito-e 5 T BLDG'. PERMIT NO. � O NER WEATH R G Lem TEMP. AT �O(15 AT roes PM ENGINEER ARCHITECT PE ∎.0 IPA' 4,4_5_50C CONTRACTOR ) - / ��f �d�� VTi L�r.'6U3 /IVY 1?4, �l TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR o, L( .� -- 51". G8' 7i S D 1v -iz TOTAL 7 ni5 10 -12 2$ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT �� 7 STRENGTH PSI SET No. FA. / 4& co - Z ( 7 C.gly,fro cyv �- ‹� 3 7�= c WATER S D 1v -iz TOTAL CYLINDER NUMBER DATE MADE DATE TESTED NI AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. (1 '3 - Z ( 7 (/ cyv �- ‹� 3 7�= c 71 7�I� 1v -iz 2� 7 ni5 10 -12 2$ PRODUCERS: CONCRETE ' ?jve I.-4-y AEA ADMIX. CAC12 �- CAC12 PLACEMENT AREA & NOTES .7f+/1' d A, /✓ LY klittO z" CEMENT S - 41 t % CU. YARDS PLACED 7y2) DESIGN STRENGTH cl v 40 Co S i he'' 5 ".4= 4th 83 �+ f� INSPECTOR: COPIES TO: .Z. "47 ° j�.1' i r7 C( -4� 1 SIGNED: �� T TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 *4 PLACE KIRKLAND, WASHINGTON 96034 EVERETT c en Ai 1 '. ifiiv 773/ ,17/0/ /170)( -e1.74 +i O 1206/ 823.9800 12061 259.0817 1,0.4 ' H' ?j 'g A TT N' AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS , /O REPORT No. _/ No. DATE 9 — /C— Fe7 CERT. NO. 8/9- 4'• PROJECT r,vA, 2,iLr,1, r»L (.y1, /.U, Bz i 7(3 LOCATION : LL' jir. Iyt. 3 v 5 / ( BLDG. PERMIT NO. OWNER WEATHER t:2 L2 ASP TEMP. AT AM ‘0° AT !vs /S-- PM ENGINEER ARCHITECT -4,-/-4-R THE AS,vF 4-/"/) .4,4.6 .v CONTRACTOR Z is ?-oe c6 "I 47} GEA cat s - , 5Pccr i;,/t) 1ZF FP/P "2? /41'67/11 ,7" sfE eTiF,7 j �� oief:r &9 Oz/t. c/V TA c.44: .:>) � Gc.)4t 1 -- .00e c.;t.G S Tr�1 G ifr 60 /ti P)Cs • tt) -3) L4J -v�� 3, / /4 IL !/d -T (41 A-S tw A- =6R1740vG4' [.v /74 ppR� pis A i-D secs, Co Al GRt=r4 ',fee R 310 7 7 4-4,40- file. 2 /, • /'m sir s-a cw psi QS p) r wAg oate;i1>hec, Ski/0134;0e z.3 ST29,4-4= Linty c:/1 S Sirs o f cZ k 4 r_`.L. waa =mss 1P 1nr ( ti aR ere T -sr rTh SEE TEST REPORT NO 11 i5 77) ;x s CJ o lb4ka a 3;' 4( 30 2 � -1; 30 3� 30 g HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO INSPECTOR• 4g,,4, _4..7 FIELD ' I PO SIGNED:I Air PI II Project CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126••• PLACE KIRKLAND, WASI'+INGTON 98034 12061823.9800 C ,v7 MI 601 VA/6f S J) Lh4sit, ye/ e'S Location AUGER CAST-IN-PLACE PILE LOG Date -! '11 g Cert No 9,9- Inspect° Page 1 PILE NO. PILE DIAM. (inches) TOTAL PENE. (feet) ELEV. OF CUTOFF 0.00 city datum ELEV. OF TIP 0.O0city datum PUMP STROKES start I finish TOTAL STROKES PUMP PRESSURE (psi) VOLUME OF GROUT (cubic yards) REQUIRED LOAD (tons) t•TES C . ' 73 r Sib'eC"h•Un'Of 9" /e €}c/„ Ng? c /C`I • C 3 (9 7 •• ) , 05djo Sa //' D.7 2 A 7 3s2____ SeTI GO -k 0 77 s6ra. se--,4 —3 -7�Z? e `744 74.4 56 ^I10 .Z.18' I r' -k a i 7s4, 7s0Z 5Z -1 /d c T ` 6 o ?/ 7 0214 5o 7c.� /y � . - _ I a v • , ,... L .; P, o-,/ ,. 0 % 3t . F S L 8 1. a•- CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. I261'.. PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: • o�.r/��Mz. c�>ti co, Pe) ,- L3aC 5' M 6'2 rife q O cq /t? 12061 823.9800 1206) 269.0817 ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS g / 7 REPORT No.J Q / (� No. 3107; DATE - F8 CERT. NO. 589 -iti2 .5-i5 PROJECT 0N77,1/ 7 Gtr C,, /31..0G,44 243 LOCATION 2493 o SSG' LE' P.f', ar Iii1(4i /L/P BLDG. PERMIT NO. S2 X? OWNER WEATHER C2Q4, TEMP. O AT [� AT /A. PM ENGINEER ARCHITECT JV MAC' .-A‘40 CONTRACTOR /2% •C/ -A A$ 7 -9o4c& -o ,-t. ‘F, '14-/L1 i,t4 , f ,L, 1.,, o c ( : o , e R 4 c G T ,q'/,1% a e C / : + - G STEAL ‘ R 4 2)4E ' ‘o . : � v , : L es 1,4/- f , F.. / t £ S, v,, /, 49 C Q1t/ G2--72c f JA-C4=1,7 .t,7-; 5rr Pf'J,' ' S4 6t/i!5qq i £:25 ,,ru ?-Ai %x Jo SA' S71 o vo P 5 /J 4/79 /497 f9" ,PiroEo 5 . / 74-)ns (,v As 7.1oT nti S i'�'-. S, �a/�' E .Lv // D 7esr" �,:.,� -was *Ro F'•¢c PYQ._ / A AP s 7 ,me. 21.0.5-s P I,4 --4.r 4-4xy 8� „�� ..�- 24)7” x, 11 • // n 0 N a yed-L yos 17 _sio a l� R S 15" 2 x 4cs . o R Lo ti C WerF ?e s r 42. 7'/,¢ -T 1 /,/FCTFJI f- 4-S %N A- ct (1.9A-ie %IJ jr7 14/1//''U29) P' -lies /9x40 S /CGS. TVSEE TEST REPORT NO `t d9/ 1 3 3o 3 Q 3 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: C'- �LC( '�� - 7l.1l_(50(ix/ "`. Pro ject CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 1264- a.ACC KIiiKLANO. wAS1.rIGTON 96030 1Z061 623.9900 6 Location / AUGER CAST-IN-PLACE PILE LOG Date 9 /r- T.y�'ts Cert No • R7 /- Inspector) C2A- Page PILE NO. PILE DIAM. (inches) TOTAL PENE. (feet! ELEV. OF CUTOFF 0.00 city datum ELEV. OF TIP 0.O0city datum PUMP STROKES start I finish TOTAL STROKES PUMP PRESSURE (psi) VOLUME OF GROUT (cubic yards) REQUIRED LOAD (tons) NOTES -I .' Co 33 a r, '.5-- 6o - ... .. ,. -e,,......6 i1'i -33 0 8A 'i'' to -i , I S`7 =-5 /61, ,3 ,1 3 3 0 W 823 6o /4/a',tc�.(o ;14 1 G'' 33 0 747 767 440 :?, ..S' LLI4 Ica a Spa Fp 6640 a lCo I 0.14*ri , aL) A F ' A-62 - a 7z)e o 5 e . . _ r a 8 TO • CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 126x.4 PLACE KIRKLAND• WASHINGTON 98034 EVERETT rep/1 -7 '4vZ--.1/75itt Co, 12061823.9800 12061259-0817 /',O, 6°K S8 `l 6Y fSP 9 -77lC, Gvd:s y 7 8)3g ATTN• 7,4 / 7 7Ej A' AS REQUESTED BY. THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. 3107E No. DATE CERT. NO. PROJECT 1 e.vrl A/ / CAA-, Co, 5 7(3 LOCATION BLDG. PERMIT NO. S3 c1'8 OWNER WEATHER C2 TEMP. TEMP. AT (oSo AT /OG MD PM ENGINEER ARCHITECT ht•te 7-Ji 'AUL O 1.14tic 7t- CONTRACTOR /1"C ICo ST i. /1 L i f, ' //S- RT /r^L.c s /•5—•-2(3.1--.9 ifi go ° /3 E,t,. c� � -'r /P if 7 �.�11 s Ti z a! 3 C� S� °^ O c , /} 1L 4,4.7— 2" /lam- ?047..0 („c 4-3 //v .4C'rG/4L2.47K r /i7 X 4-/ 1 Z7 P).4oJS 44/D S/9� -mss or Q ■ 5r r /3,icx /,c1' CoLd 5 . 5 e; v S Lt./ .s '7794'. -4:3.9 /.c• /91PISh v P- i, r A, -,e r� f L.4Gt?rF,1vT.� /vrPS A• /0 SA" SOC. G PS/ J FSi‘,.t. 702 Ad. AM90 , L P,t/t4 ;t4., _S L n. P 4-te...2VF1) R 4 " -to t +•L )11D S /S 77/r zt3158 -PE Al, /74447 4RRh&2 nit, SITE 47— 7/' �34-:%i✓G % o � ?'P"P& Co4.7XATA �3i2L 7ifc• sr- IT 51,7 G/v . 4, 1/ • Td.47 71;s A/7 J34— 4.5 ;r / <2 a7- 4 �9 , MCI- zit/ 277 mvo SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY 0 L1 ¢.T . 30 '- e iT /vui(' '7-0 no 4 '- 4' ?/Le.. '7 4' L 5 . �.GD A-wv +53 T o ,l0 49, /47°P0x '4YGts 3 /.� e, rLD , £6 o PiC''& C. 77:1 , _ ie/4.SE=A 0Ay L"i 9T D .T "3 s, re, x.•457' 3 5e7S 31E2. Tc r- S P &C, o• s INSPECTOR: // COPIES TO. • `-‘1...2)c- - j l.lYr)i. ' FIEL SIGNED* /R'EPO Imo% Project Location Co c CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEEFS / GEOLOGISTS 12919 NE 126•- At. ACC K IAKL ANO, WAS1+wGTGN.1 99034 12061623.9900 AUGER CAST - IN - PLACE PILE LOG Dote 9— /4e- n" CertNo Sr 4<2 Inspectore,/' e Page / PILE NC. PILE DIAM. (Inches) TOTAL PENE. (feet) ELEV. OF :CUTOFF 0.00 city datum ELEV. Or TIP' • 0.00/city datum PUMP STROKES start finish TOTAL STROKES PUMP PRESSURE (psi) VOLUME OF GROUT (cubic yards) REQUIRED LOAD (tans) NOTES 3 :-•Qj'r,s/„ati, v -5, /6" 3 3 d. • - = -- 3 3 . • , •. '-it / o . ,, _ /3o . o CA-s7--- w /6'( g✓ 4-3 • de. ___ __. t>~ - .91'; I 0-4 / « 3 3 - + 7 $oe r)3 o , Ce".,ALB -! 2::, /1,4 TO CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N E. 126r.. PLACE KIRKLANO, WASHINGTON 98034 12061823.9800 EVERETT 12061 269.0817 C e r r / v n i • l e x , 1 t Z ('' CoI i%x 5 (7J}�7 S 7 / ;f ATTN• AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. No. DATE `� Q 7 �j CERT. 5,7- NO.�y ai44 3 PROJECT , 1 CO /)/ /4/21//l G6' LOCATION �/� p '%; / 8' 3 10 SStc' 1f fif Drill . ! Z Is BLDG. S3 8 / WEATHER r' /-e/t- TEMP. AT AM AT Age tea C.1 ENGINEER ARCHITECT % 17 4-R70,41- ! 6 l7 /1 CONTRACTOR A32:- 9 `'tAAC2= e rRur'i u �.L. S 1,* (3 a i //7-4 ,/2',/2' 1 . /; CO. -7'/. 1)771 C Co, /3Z #' 7C3 . c_5 9 7Z4 -r2= D 04, rit04 lies; p14r C D fr s3/U; A2E/ / /e /4; 57-44-; /421 7-Mr- r'SrbFc7Ep s co,P dc/C cia o .. / p-� SS=T �� ��•� "2.714)(. 51; D 42 r � £,, 77P' D SEE TEST REPORT NO 4' 3oilo HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY r D /v,+, V71 i A 5 0° l/1. ,O eL614 j 1,/6e1-7) .o% %z2C, 3 x/ X / (C.. f; SIGNED: TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (20t9 823.9000 E V ERETT (2061 269.09 17 � Co, Poi ,QOi( 584.44'2 $ frri-Z , 104s, 7 / ,7,y ATTN• THE FOLLOWING WAS NOTED: G TA,Cde,eTt- FIELD TEST DATA G 2 SEE FIELD 3 Jo 77 REPORT No. / No DATE t qQ CERT. NO. SLUMP PROJECT Cv•T/ "VeNT/YL Q,4ty Co, a 7 (.7 UNIT WEIGHT LOCATION / V 3 ki O se-6-41 4 � /Q/r ; De t 4=c tz/ i44 BLDG. PERMIT NO. S3 g 2 OWNER WEATHER,, C L u . 4 - e_ TEMP. AT • 6 8 ATJ A # AM 9 ENGINEER -- ARCHITECT �,24-,Prf� .�.Lr2.etei /01 c CONT I ACTOR tw . Co r /Cos T Cy" TRUCK SAMPLED /9/ ?I/ TRUCK TICKET No /7f /" / 730`3 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 1l� �'G,./ /,o . - -- --- /01 c 7s° Cy" 3a -92v7 0 r— TOTAL JD, o • $ 0 O la -- 16 -I3 ' 71 N 6 C1..22 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 912(0 STRENGTH PSI SET No. FA. a iA. 0 q -zz 7 C.A. /74ica 5- sLi0 WATER /.../. Co id-I3 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 7043 f 8i q -zz 7 2X /74ica 5- sLi0 e9 -30(s 714 w id-I3 ,1; -7i q5 16 -I3 ' 71 N 6 C1..22 7 / ,r,;- c, c) 9 B e i v 541r3(.1/•5-- •?1Li'7 +a .-i3 7 70Ii; gc8 / PRODUCERS: CONCRETE AEA +J— PLACEMENT AREA & NOTES Tb.V(2.Ivf AOMIX. CEMENT �Y� AC12 DESIGN STRENGTH 5-0 041 es CU. YARDS PLACED 34,r• L,n.s., SAT 3 _ SLR r 7=k 4 w45 0.9 COPIES TO: LC: • L-Ct r - ( f.:)1 -Ti t K(2)(.) INSPECTOR: SIGNED, TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126y1• PLACE KIRKLAND, WASHW'&GTON 98034 EVERETT CoitiTY.Ye.yIati 16;0, Lt.' J''' 12061823.9800 (2061 289.0817 ,S1c i7.Ct) J5 7fY8J' ATTN• THE FOLLOWING WAS NOTED: SEE FIELD 34:;) 72 REPORT No. c No DATE 9 =/5--88 CERT. NO. 88y -te2 PROJECT CO iv 1/Id & ail elMO Co,18141k 743 LOCATION / /8344 a SAC 6 ,A,ke T.�w4G/ BLDG. PERMIT NO. 5.33f OWNER WEATHER C Le411 �^A, TEMP. AT V O' ‘° AT /4 /co PM ENGINEER ARCHITECT ____0_,dlifTlini CONTRACTOR - _.........21L.• L 2RoS% AIR FIELD TEST DATA 4 3 Ct/rC l ` 0?0. TRUCK SAMPLED ,31/ 9/ TRUCK TICKET N , / 7 2 ?„2 v TIME SLUMP ADJUSTED WEIGHTS , %AIR UNIT WEIGHT YEILO CEMENT FACTOR TEMP. CONC AIR � � G WATER 140 .713$ Ic -i3 I /130 2v/,0 `"- - - _ 1p/ p 71 6 �o.. �; "71 yd 9 -2z 7 /S'ycc L/ 9' 0 u 5 €J 'S "11LI I 10 -17 2b' COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS , , CEMENT �74p ,2 4441 0 4 1137 FA. C.A. � � G WATER 140 .713$ Ic -i3 TOTAL 7., /.. ,.. • • CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH P51 SET NO. 1137 �1=, .g' 61-22 � � G r u�3 c C1 o Jes' .713$ Ic -i3 ,28 ��' 7., /.. ,.. • • 71 3q �o.. �; "71 yd 9 -2z 7 /S'ycc L/ 9' 0 u 5 €J 'S "11LI I 10 -17 2b' -1 I(-(2 le —) } a7 PRODUCERS: CONCRETE 76'6/02-'�� CEMENT •'"^ CU. YARDS PLACED 3 .3 AEA �i ADMIX.Ofi1/�' D 4 tr/Lia5 CAC!2 �— �OUCJPSG PLACEMENT AREA & NOTES ! 61 37/ 5:27=7-1. / f wft5 pi,,, C� 1 A s fL,4 Cc= D /1✓ fiZisiv 7=i i4D-/ /./■••' DESIGN STRENGTH 7,, Za)-/ �cra COPIES TO: l • `j ^.f� - I llk.l 1� cl•.C1 INSPECTOR: SIGNED: CASCADE TESTING LABORATORY, INC, TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T,. PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO• C --c, A,7-;/v10iQ74 [,A co, Po Ro_3C 2 ',log (2061623.9600 (206( 259.0617 -,7_zE 44.i As 1-). 98' I r ATTN• THE FOLLOWING WAS NOTED: otic /f -TV- FIELD TEST DATA SEE FIELD ? G 7 '7 REPORT No. . J No DATE r/s=ef CERT. NO. 77 ft -44„z SLUMP PROJECT r 0A/Yi % TfL LAV /o . 86 /G-/ 74 ' LOCATION / 573 G,Lv s64.1. f/r;,0A3iie Tvrf'r,0.4* BLDG. PERMIT NO. 53A, OWNER CONC WEATHER CGQ .✓I2Y TEMP. AT 6 o AT 171;e)O AM ENGINEER + ARCHITECT iit-Er eR VV- 4 - , c,v /D, o CONTRACTOR (A ) ( , fi'C LS7 Sc .S TRUCK SAMPLED.29J TRUCK TICKET Nold7_30l3 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR FA. 2 ., + '� /D, o 5--/ ,3 v Sc .S 1 S0 WATER We TOTAL 5 1 -2 ( 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD 44c, SET NO. 711-1q FA. 2 4440 + C.A. 5--/ ,3 v Sc .S 1 S0 WATER We TOTAL 5 1 -2 ( CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET NO. 711-1q 9 5-11 9` 2 Z 7 + 1 1(r r c a 5--/ ,3 v Sc .S 1 S0 16 -13 2.7 5 1 -2 ( 7 Di fie- ' % _ -� 27 2a2 PRODUCERS: CONCRETE (C/ "' tA.A7q7 AEA ADMI X. 11/I}17/A■ CL3Z CEMENT CU. YARDS PLACED 3S- CAC12 DESIGN STRENGTH .$72 C•4"1°S7 / 1 PLACEMENT AREA & NOTES J LtA� / S 41- wns A/07- Do A/o_ 7v Dtp-; SST # s) &-r .14)4- a ,c( Lt's $4 COPIES TO: ( ( - t � 1' 1���' -7-u [. 6c) C1 .. C1 INSPECTOR: SIGNED: L ECU" c CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.. PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: Cd 4:l iN.0 1/4 C,4%.1 Co, /';o, 4Ok 5S4€‘2 SEAL/72..4z, 1A,0 -, IQ/ 9 12081023.9600 1206) 239.0017 ATTN. 22,7 A'76: J 'Rniey THE FOLLOWING WAS NOTED: C U N `-lbf= Te FIELD TEST DATA SEE FIELD J� %? REPORT No. ��SS•..JJ// �L No. 'DATE 7 /9- "- gR CERT. NO. AE - -4.z PROJECT I r Co, � ,v�'.w e.�V TEL �'.� LOCATION y 3 174 o S,c'4RAVE BLDG. PERMIT NNO, S.1 O U.JNER T1`,e4213 WEATHER �' uG4 TEMP. �s`b AT �7 G AT lip PM ENGINEER 3' 1 ?2,/,c, ARCHITECT f74•1 /1'rz7lo.e,vE- 1711 -* l v C.A. CONTRACTOR /C14:6 /c, G v TRUCK SAMPLED 3 /A.2. TRUCK TICKET No. 1 7,7‘/ fl TIME SLIJMP %AIR UNIT WEIGHT VELD CEMENT FACTOR TEMP. CONC AIR C 2 i /o 3' 1 ?2,/,c, -- C.A. ■ /C14:6 /c, G v 0 .70 744 O c 4fc 75' 7A et cir .-- - TOTAL `_._- 7aS3 le. -i2 27 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % ADJUSTED WEIGHTS CEMENT 9441, , SET NO. FA. c, 4Z1t0 4)- 2 I 7 C.A. / y.,2, e, e- Lj f. 2-0 WATER 14.0' TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 - 7 6 I C�/ gy 4)- 2 I 7 .74 r- / y.,2, e, e- Lj f. 2-0 /y 7aS3 le. -i2 27 7 o S (-1 f - 2 i 7 / `/ V- 0 c: ((: a- c_ ,r, 7055 to - IZ 2.Y 7OSE (a -1 z 2-Y PRODUCERS: CONCRETE S V ti �� *y CEMENT AEA PLACEMENT AREA & NOTES ADMIX pf¢/}? "/ " C CU. YARDS PLACED 6 DESIGN STRENGTH O %ruv7 � �J 57 %f iir 301 /7 Lv/4 1 - 0 Q rzkid ct..r' 7;3. D Cot. ` INSPECTOR /4Rn/fL v ahad g ' TC: e_ �►lf L('AS 1" P 7i' 5 iX 4.1 Low CC- Tu l� -SG "- � " -, I • NED: O cAtiSLz CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.+ PLACE KIRKLAND, WASHINGTON 96034 EVERETT e .v77¢: c 4 - Ca , /00 1 oo k -5-g L U 12061023.9900 12061 239.0617 S.ft -7 , w/95-17; 71'/°7 ATTN• THE FOLLOWING WAS NOTED: Cos-AZ -fte FIELD TEST DATA / SEE FIELD REPORT No._ No DATE ,---/q- -FP CERT. NO. 887 -44.3-- SLUMP PROJECT / Go /v / /A/e. k //ti G4-A/ CO , UNIT WEIGHT LOCATION / $ 3440 S4Q4512 Di-ti? X3 CEMENT FACTOR BLDG. PERMIT NO. 53 88 OWNER AIR WEATHER C -� TEMP. AT ? 36 AT /1r4Q PM ENGINEER r" ARCHITECT iii / U CONTRACTOR w C lPs 7', i ,o — - TRUCK SAMPLED_ 31 TRUCK TICKET No. 17,2 i 9f TIME SLUMP f %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR �gD , 0# —' C.A. r" i01 D ( ei ,o — TOTAL 7 7 765/ (0 -i 2 '2 8 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST AOJUSTED WEIGHTS CEMENT 9 ea PSI SET NO. FA. 2../04.ty - 7 C.A. `f C �i [SSTRENGTH / „..... WATER 4<r O 1 e -1Z TOTAL 7 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD PSI SET NO. 70 57 ' �88 - 7 `f C �i [SSTRENGTH / „..... 7Q S8 1 e -1Z �� 7 7 765/ (0 -i 2 '2 8 PRODUCERS: CONCRETE ) N2 w2/ CEMENT J/ CU. YARDS PLACED 3J/o5 AEA ^ ADMIXp4itkre D 1/ CAC12 DESIGN STRENGTH 5.4$ a 6`S/ PLACEMENT AREA & NOTES )9/1/4 5& 3107,7 y COPIES TO: CC L _ -. �. 1 - 'Tut 1 . (30 `' Y.') SEE FIELD ?/Q 7 Gj CASCADE TESTING LABORATORY, INC. REPORT NO. J TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126x.. PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: l it/ J/ r.L/!;TL CO", L p • R4,603/ 5 34. CI (206) 823.9800 (206) 259.0817 L444J) ATTN. THE FOLLOWING WAS NOTED: .)/(/ .A 2Z 2 FIELD TEST DATA `, C No. DATE 9— /6 —Ye CERT. NO. ga?9— PROJECT CD XT,;t,Q4v r4L C75 o i gZelkA 742 LOCATION /23 440 S i2 AJ L3Gf2f?/.ti ! OWNER BLDG. PERMIT NO. _5_3g'e? WEATHER C LOOP- r� TEMP. AT MOO AM t a° AT J 6 ENGINEER ARCHITECT )7`nRT /(HIP.!% ,O c iE 't/ CONTRACTOR '97p TRUCK SAMPLED 25'13 TRUCK TICKET No./ 73 95P.Z., TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR Pio 744-fttil —"' '^ -.-- /0, o or to 6 20 4ebe) 7ZSS TOTAL 2 Y 75 ?256 Id -I(( 2i COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ^/e MOIST ADJUSTED WEIGHTS WEIGHT y�oCEMENT , SET No. FA. ` Q c7- 2 3 7 C.A. 77 /4/5-674) WATER 4ebe) 7ZSS TOTAL 2 Y CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 725'1 9,i -ii. c7- 2 3 7 /4/5-674) g /.6 7ZSS I0 --t4 2 Y 75 ?256 Id -I(( 2i WY PRODUCERS: CONCRETE 45-7DA/ ='1.4./ / CEMENT AEA ADMIX. �'T / //�� �-4 c 2 DESIGN STRENGTH ✓4,e)v/4.-5"/ CU. YARDS PLACED 3 PLACEMENT AREA & NOTES COPIES TO: 67 .29 SIGNED; ii CASCADE TESTING LABORATORY. INC. TESTING 8i INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126x.• PLACE KIRKLAND. WASHINGTON 99034 EVERETT To: (- 41 477 /t'J ,j T- Z (7,0A./ _'I Q. x5'c' b' 5' (206) 623.9900 (206) 239.0817 /,4i,4-5 577 477 c� ATTN• '7-20 ikz= X4:411/ .v THE FOLLOWING WAS NOTED: ,.,CAZ:2 FIELD TEST DATA SEE FIELD REPORT No. 342 No DATE y /‘-8t7 CERT. NO. S Xy. -tea No, j7%3✓ 37 / ! PROJECT / 1 ..• •/ /T' b 'f SLUMP LOCATION i 3 O ... . IV /- ✓ . I BLDG. PERMIT NO. 53 28' OWNER AIR WEATHER C._ ./ TEMP. G 7b AT AT /0?/12) AM ENGINEER 0 ,2 & �4 d 70 ARCHITECT ;9iftiC r99 6E7V 1;/5 _24___4217;/-; CONTRACTOR G/l G -7"RnSr —. TRUCK SAMPLED .3 .1 / 3 TRUCK TICKET YEILD No, j7%3✓ 37 / ! TIME SLUMP %AIR UNIT WEIGHT CEMENT FACTOR TEMP. CONC AIR ;ail 'fr_ fi C.A. 77 /:� -80r� /ar C� 0 ,2 & �4 d 70 ^e �—• 1;/5 ? .ID —. _ .-.. . /010 10 10 -Iq zg -aS 1 Ci -27 7 / .;-s o0 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT G/0 STRENGTH PSI SET NO. FA. a 1111r `j 0 -23 7 C.A. 77 /:� -80r� 1 �i'0%3� =� WATER x(60 /o - r� TOTAL / / - CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 72'i f./_11 0 -23 7 y- /:� -80r� 1 �i'0%3� =� y gyp►„ 5 7ZU'I /o - r� �� / - ?Z S c 10 -Iq zg -aS 1 Ci -27 7 / .;-s o0 3 ?8o Su 7252 /6. -1L! .2 i -1 2 5 3 ) ft1-14 a PRODUCERS; CONCRETE 572, 4,-.4. w / ��M CEMENT ;..7.----- CU. YARDS PLACE D3 AEA ' ADMIX 9/1-4-79(.0460- �% W�1V•s CAC12 ~^ 16 e"--~ DESIGN STRENGTH-5;00 ms`s) PLACEMENT AREA & NOTES /L2 3 1.4145 JET J 1 1)4- y, ;_ lAJ AS 5 # �( INSPECTOR' -��- --mot • •/�r COPIES TO: CL • L . 1 1` - .1Imo-I.4":) CI 1 SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N.E. 126T,+ PLACE KIRKLAND, WASHINGTON 98034 EVERETT 12061823.9800 12061259.0817 TO: C. oJvT/i,i*, pi-z Cd'v CO - 1° -Lf, FY F //7 F1 J4%/y1 9,7:7 ATTN• THE FOLLOWING WAS NOTED: G O/VCi�'L'r� FIELD TEST DATA SEE FIELD REPORT No 3./47 No DATE � - /.t/ I CERT. NO. I i PR•JE T CO /2.' ,t'7 / (',M/' Co, )3114 '3`743 LOCATION /9.3 +<c S G,-rtF AK ir;I/ v li)Ircv ;l.tt BLDG. PERMIT NO. 5.3 85 OWNER WEATHER ��•�� Cb, J2 o TEMP. o AT O AT ,j1.:70 PM ENGINEER / ARCHITECT ,'99}-,07171ivi /E D h'fiGfy CONTRACTOR _ __ C /f6 S 1 •TRUCK SAMPLED 3 (3 6"• 393 TRUCK TICKET No./ 7 9 "" / 733,J TIME I SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR P 94,aa .., ., _ /os.v 8o i Co m' ;1...d i D ^' -' �, /04.0 Ye 70 1 111 q r� "�'� �s �2'-�S x-23 >6JG,� COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4790 STRENGTH PSI SET No. FA. •Z • 7. C.A. WATER i‘O S /o¢S 72 X17 TOTAL to -�K �g �, CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 72 '11 f-7/4-8, 9 -Z7 7. /3 000 Ll / (—j C S /o¢S 72 X17 to -�K �g �, 1 111 q r� "�'� �s �2'-�S x-23 >6JG,� qy 30 St7•?ofS '7 Z KC to - I'u Zf 72 4 7 10-(4 2? , PRODUCERS: CONCRETE gTo/4 -a-u fiy s' � 3 s- CEMENT ^''L' CU. YARDS PLACED 31g.— AEA ADMIX. �%!!1/9r J�'T��AC12 DESIGN STRENGTH SJO G'0(� `s� PLACEMENT AREA 6 NOTES ii7 '/ ~ / ,L w -3 �Cr� /, P ;49�W _ cLi COPIES TO: C ∎..Q:C r- T t I L L i INSPECTOR ra„, SIGNED: THE FOLLOWING COMMENTS APPLY TO AND BE ME PART OF THE APPROVED PLANS UNDER TU:WXLA BUILDING PERMIT NUMBER _:115/K. K._. 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. All permits to be posted at Job site prior to start of. any construction. 3. All structural concrete to be special inspected. (Sec. 3O6, UBC). 4. All structural welding to be done by W. A.B.O. certified welder and special inspected. (sec. 306,'UBC) 5. All construction to be done in conformance with approved plans and requirements of the Uniform Bui iding:.Code : ( 1985 Edition) , Uniform Mechanical Cade (1985 Edition), Washington State Energy Code (1986 Edition), and Washington state Regulations for Barrier Free Facility (1986 Edition). Ieri3, compLiAsloe wt C•1042TER 11-10 .W.A.G. : W. 4 :ORD, f.14\NIce. Co PLIAN CP- • lv I v6'4:761- 17-gc Pg-oleaggAzau-__CA14 - - 050 tM OCC•upANcl qRoup jai. 'Rim OF coNsTRucTioN 10/5. LocaTioN oN pRopEziti 1524 etiliziwq kisic4i4r/ N2 /ow 0(5, n.0012. AREA JZ4i OCCUPANT LOAD: oitrAiac rigeQUIREMENT4 ocauP&N04.: 11-1Fs Cot46TRucriat4:__ _ _ 1124. e)crri Nci COOS REGULATIONS N.4. II NCONSERINg RECO, REQMT64 1?-re-A-x?er— -t=•Ide.4 co“Foam 1Z) 1ZECOME. IONS. - 'VES(At4 "MI -44A1.011+0121-1E 4-A 4. tA•SFECTIO14 ts. compLANGE _wiseabc. • • ' "ty Geo O Engineers Hawthorne Hagen Architects 1500 Westlake Avenue North Seattle, Washington 98109 Attention: Mr. Maury Hagen Gentlemen: July 15, 1988 • CITY OF tnoil LA E LJJU ►INe b ,,.� Gmsulting Geotechnical Engineers and Geologists JUL 2 9 1988 l�l►ii0Li'e9L1�j; { "y"�� pa Flls P.S. Report Addendum Proposed Machine Foundations Building 1977, Segale Business Park Tukwila, Washington File No. 1379 -01 -6 INTRODUCTION This report addendum presents the results of our geotechnical services for proposed machine foundations inside Building 1977 in the Segale Business Park, Tukwila, Washington. Our services were requested by Mr. Jim Petersen of MacDonald McLaren Associates, Inc. and were verbally authorized by Mr. Hagen on July 7, 1988. These services are related to work we performed in the same building in 1983, for which a report was prepared titled, "Soils Investigation, Building 1977, Tukwila, Washington," and dated January 31, 1983. Our original work related to the support of two machines - a redraw press and a cupping press. Four augercast 12- inch - diameter 40 -ton capacity piles were installed to a depth of 45 feet below the existing floor slab for these two presses. We understand that a second line consisting of two similar machines is to be supported within 30 feet of the two installed machines. The machines weigh approximately 120 kips with an impact load of 150 kips at a frequency of 100 cycles per minute. We understand that each machine will be supported on six 30 -ton capacity piles. GcoEngineers, Inc. 2405 140th Ave. NE, Suite 105 Bellevue, \Wt 9805 Telephone (206) 746.52(0 Fax. (206) 746.5068 apt of Tuoill'iN Dolma vevir.# -'1' Geo40Engineers Hawthorne Hagen Architects July 15, 1988 Page 2 SUBSURFACE CONDITIONS Subsurface conditions were explored during the 1983 work and consist of approximately 6 feet of fill below the top of floor slab, underlain by approximately 21 feet of soft gray silt, which in turn is underlain by medium dense sand. The fill is generally dense and consists of sand with gravel to gravelly sand and contains widely scattered cobbles. The soft gray silt includes scattered organic matter. PILE FOUNDATIONS We understand that 12- and 16 -inch augercast piles and 12 -inch steel piles are being considered. In our opinion, these three piles are satisfactory provided they are supported in the medium dense sand below the soft gray silt. It is possible that the soft gray silt is still consolidating from the fill that was placed during development of the site. The approximate load on each pile is on the order of 30 tons including impact loading and the weight of the pile cap. We recommend a minimum penetration of 35 and 33 feet for 12 -inch and 16 -inch augercast piles, respectively. We recommend a minimum penetration of 40 feet for a 12 -inch pipe pile. The pipe pile may be driven open end. The recommended penetration depths incorporate an allowance for downdrag from the soft gray silt layer. The piles may be assumed to be fixed at the top by the dense sand and gravel fill layer. Accordingly, we recommend a point of fixity of 4 feet below the top of the floor slab. PILE INSTALLATION There are a number of considerations related to pile installation for both driven and augercast piles, as well as to soil behavior and vari- ability, during installation that should be observed by a qualified engineer to assure the intended results are being achieved. It is Geo Engineers Hawthorne Hagen Architects July 15, 1988 Page 3 possible that our recommendations for pile penetrations may need modifica- tion based on actual installation behavior. To evaluate these considera- tions, we recommend that a representative from our firm be present during pile installation. Driven piles should be installed by driving them to grade or to a specified number of blows per foot. Pile driving records showing the blow count per foot of driving, pile length, cutoff, tip elevation, pile location and time required for driving would be kept by our repre- sentative. The contractor should mark the piles at 1 foot intervals to facilitate keeping the driving records. Also the first two or three piles should be left 3 to 4 inches high and redriven the following day to provide an assessment of their ultimate capacities. The blow count for practical refusal depends on the pile type, hammer size and efficiency, pile length and other factors. If driven piles are used, we can provide criteria for practical refusal and minimum cushion requirements once hammer is selected. Augercast pile installation should be performed by a contractor experienced in their placement. We recommend that field monitoring be on a full -time basis so that timely decisions regarding pile lengths and adequate monitoring of the installation are provided. In addition, we recommend that complete pile installation logs also be maintained for augercast piles. For augercast piles, the logs should include a detailed record of the installation procedure, the volume of grout used per pile, the pressure maintained during grouting, and any irregularities in soil conditions. USE OF THIS REPORT We have prepared this report for use by Continental Can and their architects and engineers for their use in design of a portion of this Geo 4. Engineers Hawthorne Hagen Architects July 15, 1988 Page 4 project. The data and report should be provided to prospective con- tractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are changes in the loads, grades, location, configuration or type of construction for the two presses, the conclusions and recommenda- tions presented may not be applicable. If design changes are made, we request that we be given the opportunity to review our conclusions and recommendations and to provide a written modification or verification. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the explorations and also with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. 0 0 0 Geo JEngineers Hawthorne Hagen Architects July 15, 1988 Page 5 The conclusions and recommendations in this report should be applied in their entirety. We are available to review the final design and specifications to see that our recommendations are properly interpreted. If there are any questions additional services, please call. concerning this report or if we can provide gaAC',A bet, • (�Q:. • .o of f wasr... , !1. a .3, • • 0 iS 6, it . d . .a. t • 2 • •�� "4 QiSTEV :••' . sd ••..•'.'.' �tii •4°.`�4/d1�7 %' o•' oe•v• GMD:cs Two copies submitted Yours very truly, . GeoEngin eeers, Inc. / • ,w-- Gordon M. Denby, P.E. Associate CITY 8ufl o' T0ivisi BUI .DING PERMIT APPLIC.6 TION (6S- (206)-433-1849 '' Building Division 6200 Southcenter Boulevard Tuk�•ile, washington 98188 Control # ^^. Site Address / 3' /o J j pc.v / ore- 6 Suite# Floor# Project Name /Tenant ��,�,,,,, E.rr >�-- C,�. Cc, Valuation of Construction :30,OCV Assessors Account# j,230q-9 / /C' Property Owner s ,r�4._c =' Phone S'2 >" 3/ oz, Address //0 g; 1/4/ 7r,� �,.T� y. %Cti(tt.)/ fQt'2fiii Zip Fad &' Applicant C,. 1- srf - / Phone P3 y r f>r 4_Lf Address 3 ys-Y>.? Lt/ vv i� Zip °Z>a-p2 -3 Architect /Engineer /49p/aA.N6' /, 4.0 /-c r3 Phone 23-3 - Address /..) -0 o e-en TZ-M4Q. //, S'e•s4 _C Lv�a Zip 9a'7oc7 Contractor Co,.sr C'o License# Sok1Cc, GG 1.s-7 Phone 1-'3 Address 3 Zy"o� ' -/1 S w Ferle (.4.,•L-1 c,.M Zip "'Yo 2.•3 Class of Work: ❑ New EI Addition In Tenant Improvement 0 Remodel (residential) [] Reroof ❑ Demolition ❑ Interior Demolition [] Other Describe work to be done /,w 74 u, T'wa ,.r,44-1 ,s -rte ,tino1 O,.dJ Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building Square footage of tenant space Building Use /1 ci, ,Aire/th,,,A; ._:.7 Will there be a change of use? 0 Yes M No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? 0 Yes ca No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AU) 48RPZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) (print name) L, (3■7z00 Contact Person (please print) 4. � h -,1 Date /,r Qf Phone Y. -loP OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ a Si- . OD Receipt# Date Paid Plan Check Fee (000/345.830) / ys. vv Receipt# y7;3 c, Date Paid g3 -g -sy . ,._Bldg.-Code -Sur- Charge (000/386.904) 3.50 Receipt# Date Paid 1 Energy,Sur.-Charge* (000/386.907) Receipt# Date Paid } Other ( ) Receipt# Date Paid *'New SQUARE E cpth ;ruc$i $n)y TOTAL '-/ 13. S(U (OWES: $ (2 8'3,50 ) . FOOTAGE /BUILDING USE INFORMATION Square Foot)ae of Entire Buildina; FLOOR USE Occ T •: S'.FT. OGG SAD USE Occ T •- Ss.FT. OCC LOAD. USE Oc T • e FT OCC ILI TOTAL SIFT. - TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE 00T COMME BLDG "�''O g -$I -B� Approved for Issuance ,Arfee4 type of Const. ,� To Mahan: Ariate Al•roved: I i • , FIRE 8-I6" 6 Ac‘\1D Approved Initials) '+ Per letter sate, ,%/j Fire Protection: ❑ prin ers Approved (Initials) ❑ Detectors • BAR 0 LAND USE /SEPA CONDITIONS PLNG Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated •.. WATER VALVES RAMSET NAIL 87°18 52" /R 50.00 L 76.20 WATER VALVES ATER METERS •1411•4101110114144.44144404•11:1•13•4•IAMUIRM SAN. SEW. M.H. RAMSET NAIL IN SIDE WALK voenAmMANC014116,011 • \ aiWWW4APAKIWWWWWWW•WwWwwwwwwwwwWwwwwerbeowwwwww, N 20° 47' 25" E SEGALE PARK DRIVE 8' L. VAULT WATER VALVE WATER METER UNDERGROUND 868.17 SAN. SEW. M.H. WATER VALVE WATER METER L IRR. CONTROL VALV • SPRINKLER VALVE SPRIN LER VAL S.- IRR. CONTROL VALVE ;\ A STEEL (7, In HYD II TiT--, ----\--- i' ____-- , . r..., 9AS VALVE . _,1- , . /4 -.1._ WA1VMIT --"/ liiater line easement n favor of King Couny'l ter Distri -No. 75, • % \ as recorded under Auditor's File No. 780302 70. % 1 ! ■' CB CB AWN NNW INN WA. WA- .M.A. WAN WM .1W •WW .11. WWI P.S.P. w PROPERTY LINE tcr-CAUCr-- WATER VALVE WATER METER UNDERGROUND SEW LK TER VA E WATERFSMT. wale. ..aP.• d,04 .0+-K 7=7.111INCWILW bor. / A/ / ""•••••••••.... ■"" b" C.L. WANK li/2" STEEL . /''H ASPHALT t•=11. ..A-WIN NW ANN. JEW. 1 C13 11/2" PvC TYPICAL viATEP SF_RVICE -11 :G SPRINKLER V GAS\ VALA AMSTNAIL 11/2 STEEL „.0 i0" C i WAT ER 47.1i -WATER PIPE • GAS VALVE \\ \\\ \\ ' • • '" ' r ' • \ N 20° 46 05'E 116.00 I I I.. i I- - ..--x-":....;• 1i.10'.. DS ‘ • • MI 1 I I \ . •• A ‘ • \ ''', ELECTRIC ME TER • \ ,. . IRE CIZNT ROL \VALV ES \ \\ \ ‘ \ \N. ?, :--)\15,,6.., (:/\ . E, s . . SPRI • L R ME ER \ .1\ ' \ ,`\1■ ., ‘• A . .. .` \\ . . • \‘,\ ', \ \ \ \\ \ \'.. \\\V.\\,%\\ % t / \\.\\\.4\\\\ ',,\‘',',,`•,\, , , „ . \ ,, \\\\\,\\ ,, \\ , ,.,, ,•\•\ ,.\ \ \\ \ \ \ \\\ •,‘,\ \ \ \\ \ • ,\ ,,,\\ ,,,\ S 69°13 56 E NORTHWESTERLY BLDG. LINE 20.00 EILDtirtilE DS NAN 0 uJ EE 0 1g: czt al uJ ‘gi COL EV4 Fowl 0,1-Ti'1r4S CONCRETE OFFICE-WAREHOUSE \ . C. KL'VALVE\•. \‘‘‘ \:\\\ \‘\ \\\ \\A\ n\ i\\\2°3\\4.469 .6 N 69° 13' 55"V 20.00 B \\ \\\ 05 E w w (1) w 2: 2 -1C'0" • GAS VALVE - SOUTHEASTERLY BLDG. LINE \\``\\n \\a \ 0° 45 48 W \\\ \\\ PROPANE TANK 58.70 R R. SPIKE"' PUNCHED PAVEMENT (LEGAL DESCRIPTION CONTINUED) ,TOGETHER WITH a non exclusive easement for . purposes, 60 feet in width, having 30 feet described centerline: ' EXISTING VJAREHOUSE" BLDG. NO. 752 ingress, egress, and utilities on each side of the following BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of Section 85, Township 23 North, Range 4 East, W.M., in King County, Washington; thence South 07°44'56" West, 470.00 feet; thence North 8705009" West, 628.86 feet; thence South 14°2847" West, 133.49 feet to a point of curve; thence along a curve to the left having a radius of 1,129.89 feet, through a centra4 angle of 6°47'39", an arc distance of 133.98 feet; thence South 07°41'08" Wet, 206.95 feet to a point of curve; thence along a curve to the right havitg a radius of 1,134.55 feet through a central angle of 13°06'17,.an arc distance of 259.50 feet; thence South 20°47'25" West, 868.17 feet; thence South 66°31'27" East, 347.30 feet to the terminus . of this easement centerline. WEPT that portion thereof lying within South 180th Street. SUBJECT, HOWEVER, to the right of Owner and Owner's successors in title, to 'relocate said easement within Segale Business Park on the following terms and conditions: (1) Any such relocation shJ1 perpetuate similar rights of ingress, egress 'and utilities to a public road; . (2) The width of said relocated easement and the physical surfacing thereof shall be similar to that of the initial easement; R.R. SPUR TRACK DS /17 • 1 A4444•411, DS RA SPUR TRACK DS I-IN ...me_ • 1 • 1 CB .010apammir• was. -END R.R. LEAD TRACK EASEMENT M-Z\e\\ SM1 FIRE HYDRANT o1ND vALVE 0 ESMT. IN FAVOR OF CHICAGO MILWAUKEE ST. PAUL AND PACIFIC R.R., UNION PACIFIC R.R. AND OREQON AND WASHINGTON RJR AND NAVIGATION CO. ' AUD. FILE NO. 7707080076 °-"1- ml\m\ mm\w‘ vaa\R, \mq\W11\17P LEGEND BLDG. NO. 733 (3) The route of said relocated easement shall afford reasonably direct access to a public road; (4) The legal rights of Mortgagee and Mortgagee's successors hereunder, in and to route of said relocated easement shall be substantially the same as with respect to the route of the initial easement; (5) Said relocated easement•shall be appropriately documented by a supple- ment to this Assignment containing a revised legal description and shall be insured at the expense of Owner by a title insurance company on the same basis as the original relocatable easement. (6) The expenses of such relocation, including the construction and sur- facing thereof, shall be the sole responsibility of Owner or Owner's successors in title; PROVIDED, HOWEVER, that no such relocation shall be permitted if, in the opinion of independent real estate appraiser (M.A.I.), as selected by the Mortgagee, the fair market value of the secured property as of the date of relocation of said easement would be reduced by reason of,sugh reloca- .tion below the fair market value of the secured property as of the date of execution of this Assignment, as determined by-the Mortgagee prior to the execution date hereof. !Me expenses of such appraiser shall be.paid by the ,Owner or Owner's successor in title. 412412111111111.1•1■1•111,11•4! - 1 ''."•;'*!1-•'%;')•_■';•;.;"n'• CB CATCH BASIN DS DOWN SPOUT STORM SEWER ---G-------- NATURAL GAS WAT ER FIRE HYDRANT SANITARY SEWER -E ELECTRICAL *" OUTSIDE LIGHTING CASED MONUMENT PROPERTY CORNER RAMSET NAIL MIN. (9) PARKING id/ COMPACT C RevisiQn (Mier Zinc Acording 3-Z0-77 Aevision.‘- Acici, it CM/A I /32./(Z/04.0.0,e-warjaLosaapommarmaws.nion.a. ..,... a' ' ' ••■• ",, .,.....; y .,,, ' 5.,,,,. 4;., :„..ii;4,:,,..F.g.-,:51,.:::":''''.-:',7',1:.-1:':-.",::=1=Y:OW0'. 4..-1........ ..-•• ., . • .• •• -. 1111111I1111111111111111111111111111111111111111111 111111111111111111111I 1111 111 1111111111111 1111111111111111111111 11111111111111111111111111111111111111 1111111111rm1,11611p11111112 0 INC, 1 2 3'. 4 5.. 6 7 8 . , 9 10 ..7 ,-.1 , . . , Tot',; If the -microfilmed document is less clear than this WO.0)4.,- ' it - is due to the 11410.i.ty-' of the original. document. OE eit''' He L le- Y GZ 471Z 6zi -ie'l...V6Ztr 'V' 2.1. 61.'-'-gr"--471' "'II.- ii-'''-ii. 9 f; V Z1 - hillhillinillffill111111Whdifil 11111011InhillhilIIIIIIIillihdlillhd111111111111111111111A11611111111111111111111111111111101111111111111111111111111111111111111111111111111111061111111111111116111111111111111hili111111110111111111111111111111111111111111111 • Utifttoriateritik: A. CITY OF TUKWILA APPROVED Au 8 198U au 1/2" IRON PIPE PLASTIC CAP WITH TACK 1 MI-%%S\Ti ' - 1 AUG - 8 1988 Infq . _ . SURVEYORS CERTIFICATE 1 hereby certify that this map correctly represents a survey made by me or under my direction this 77. fl 21st day of Registered Land Surveyor /0396 L.S. No. SEGALE BUSINESS PARK AT.A. SURVEY -' BUILDING NO. 763 TUKIAM WASHINGTON Ammo WALE 1"it 3o' COI 6 '1' 77 • AV,14gri HWG •• . • .' • • • . SHEET 2 OF 2 LEGAL DESCRIPTION: PARCEL NO. 1 That portion of the Southwest Quarter of the Northeast Quarter and Government Lot 5 ALL in Section 35, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: A =13° 06 17" R 1134.55 sAN.sEW.M.H (L = 2 59.50 1/ -WATER VALVE 1f .WATER METER • GGA • • 2l FIRE SI- ANDPPE = 13'0617" lR = 1164.55 c8 { L = 266.36 ' ` \ GAS VALVE WATER VALVE , WATER METER S E G A L E FWRK DRIVE "B" SAN. SEW M.H. N 07° 41' 08" E 2O6.95 A06.°47' 3 9" R- 1129.89 L =133.98 WATER VALVE RS.P & L VAULT WATER METER ,- SPRINKLER VALVES e TER \$ LVE •iYATErt NfA- -' -•,` =- RAM SET NAIL^ IRR. CONTROL VALVE ' 'WATER METER & VALVE L1 =06 °47'39" R =1099.89 / L= 130.43 use -. -:• -- ITT_ -.P.a L. 'Oar -RAM SET NAIL s.. 206.95 YD�aVLVE 'c I•- ` .. ND \ GROUND POWGR _ __ G GAS 1A4LVE\ \ / \ \ N \/ ' WATER SINE LSMT. !N ^:if FAVOR or KING l,U w.� n 7. TELEPHONE LINE RAM SET NAIL -N 14° 28'47.14E-_-- 1- san.stwMH RAM SET NAIL IH SIDEWbLP i c;qS VALVE j / / 4 1 I I CB ;o I 1 WATER VALVES I SPRINKLER VAL 1 / /1WATER / ESMT ASPHALT f CB - .�,,ta /' c. WA'Eis U = 77°41'04" R =40.0 L =54.23 -WATER M His , FIRE CONTROL �`\ \ vALVES .\\` \ \.\\\ \� C.r WA /s 82°1336 "E - \• �` •' \ 10.77 \ ;. ;\ . \. \\ \ N 07.4612• 4'E et, \ \ D , 24.00 /\ \ . • \,\ \\ \ \ ' \" \, s82 °1336E \.\, 20.00 1 = _CEC ,'\\ \\ \\\ ', \ \, \- \ \. \\ \ \ BLDG.. VERHANG \. \ \\ . \ GAS\V \ \\ ,\,N \O • \ \ \ \\' \ \, \ \• \\\\`. \\\ \ \\ \ ( ,. IOW TERR I Iv \3111 WATER PIPES (2/- SPRINKLER VALVE ---, TRANSFORMER \ E - 46 24- E \ Ds \\ \ ASH O P CTOR 8 GAHBAG A \\\\\\ \ WM \ \\M\ \\ ��\ \434.74 r - \ `\\ \\` `\ \ \\ \ NORTHWESTERLY \ ,\ (�IRDES� \\ V\\ \ \\ \ \` \\\ -\\ \ \ \ \\ BLDG. LINE CONCRETE OFFICE-WAREHOUSE \ \ VO\ 8LD OVERHAA'G N 07 °46246 '' ' .`\ 101 05 \ ` \\,.\\\ \ \ \ \ \\ \ \\, \ \ \ \\ \.\ \ \\\ \ \ \ \` , \ \ \ \\\ \ \\\`,\ �\\ \• \ \'•\-N 82°13 361W t\\N\ 20.00 \\\\\'\. `\EL CTR16, ` . \--GAS VAL M T R ` \ V�, E E \ \ \\\\ \\\\\ \\ \\ \ \ \ \��\,. \\ \.\ Z 2‘\N:'‘.771:. a7.\.\\\ m :: \`, CU \ \••\ off; • z-. -RAM UNDERGROUND POWER 97.89 \ C� -�c FIRE HYD SPRiNKLER WsiVES ::--- AS.MEIER / ASPHALT SET ttllL 1 30 -•- 1 rn 'G) 1 � Lin .t--n • 1 101 SAN SEW W 01 ` WATER METER 9..VALVE S `• E r i 05 SOUTHEASTERLY BLDG. LINE \\ ', \ \ ' \ •� ` \ • \ \ \\ �� \ `. \ ` \ \ i ,, ,\ \\ \ \• \ \. , , `. , \t \ , \ ,, \ \ \ , \ .. \ .. ,\ \\".\"\\ \ •`' ! �- COVERED• - '•-c' X1/2 IRON PIPE - PLAST C GAP { WITH J- lKK R.R. SPUR TRACK' 4 T r\-\- k i 1I 11 - , C8 --- _ ..._ - . -. CB _ _ - - ._ _ _ 'CB- .0 4 A BEGINNING at a monument at the Northeast corner of the said Southwest Quarter of the Northeast Quarter; thence South 07 °44'56" West, 500.14 feet; thence Borth 87 °50'09" West, 212.77 feet to the TRUE POINT OF BEGINNING; thence along a 14° curve to the left whose center bears South 48 °22'43" East, having a radius of 409.256 feet, through a central angle`of 22 °12'21" an arc distance of 158.61 feet; thence South 19 °24'56" West, 101.32 feet to the Northwest corner of Parcel 731, as recorded under King County Auditor's File No. 7512040188; thence con- tinuing South 19 °24'56" West, 59.97 feet to a point of curve; thence along a 12° curve to the left having a radius of 477.47 feet through a central angle of 11 °40'00" an arc distance of 97.22 feet; thence South 07 °44'56" West, 213.72 feet to the Southwest corner of said Parcel 731; thence continuing South 07 °44'56" West, 48.23 feet to a point of curve; thence along a 12° curve to the right having a radius of 477.47 feet through a central angle of 13 °00'00" an arc dis- tance of 108.33 feet; thence South 20 °44'56" West, 399.00 feet to the Southwest corner of Parcel 733 as recorded under King County Auditor's File No. 7507030075; thence continuing South 20'44'56" West, 511.97 feet teethe Southwest corner of Parcel 752 as recorded under King County Auditor's File No. 7608160055; thence North 66 °31'27" West, 270.97 feet to a point of curve; thence along a curve to the right having a radius of 50.00 feet through a central angle of 87 °18'52" an are distance of 76.20 feet; thence North 20 °47'25" East, 791.84 feet to a point of curve; thence along a curve to the left having a radius of 1,164.55 feet through a central angle of 13°06'17' an arc distance of 266.36 feet; thence North 07 °41'08" East, 206.95 feet to a point of curve; thence along a curve to the right having a radius of 1,09'3.89 feet- through a central angle of 06 °47'39" 'an arc distance of 130.43 feet; thence North 14 °28'47" East, 132.13 feet to a -. point of curve; thence along a curve to the right having a radius of 40.00 feet through a central angle of 77 °41'44" an arc distance of 54.23 feet; thence South 67 °50'09" East, 356.79 feet to the TRUE POINT OF BEGINNING. Fri \\ \\ 537 39 \ \ \1 \\'\ \ s,,.\\„ \ \ \'• \ \1. II . .END WATER ESMT. \DSO - FIRE -YO. & VALVE -- ---'`� 20 ESMT IN F=AVOR OF CHICAGO MILWAUKEE-, ST PAUL AND PACIFIC R.R., UNION PACIFIC R•.R., AND OREGON AND WASHINGTON R.R. AND NAVIGATION CO. AUD. FILE NO. 7707080078 • NAIL WITH TAG IN RR TIE t 17.51 \,` \ VAT ER VALVE' LINE C r. lr.r I'. J' r . ;-C FAY 1L: C`' (. Yi...: 7 5 SURVEYORS CERTIFICATE I hereby certify that this mop correctly represents a survey mode by under my direction this 7. 21st .,..__. ('''- -).''. _______„0,..i.t......40....... . i il Registered Land Surveyor it k:52. = 11 °40' 00' R= 477.47 L = 97.22 V2'' IRON PIPE PLASTIC CAP WITH TACK CB \\\��\ :\ \�,\��\\\ �, �\\ EXISTING W HOUSE- BUJ _1ING ND.\- RESERVING an easement for side walk and util 15.00 feet, over the Westerly 15.00 feet and feet thereof. RESERVING:t1.e right of ingress and egress to extend utilities. ity purposes over the Northerly over the Southwesterly 15.00 maintain, install, improve and RESERVING an easement for railroad purposes, including, but not limited to maintrack, lead track and spur tracks, as well as for access and storage, over that portion thereof lying Southeasterly of the Southeasterly building line produced. RESERVING an easement for water line purposes .15 feet wide, having on each side of the .following described centerline: 7.5 feet BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of the said Section 35; thence South 07 °44'56" West, 500.14 feet; thence North 87 °50'U9" West,. 329.73 feet; thence South 07 °13'41" West, 15.06 feet to the TRUE POINT OF BEGINNING; thence continuing South 07 °13'41" West, 246.77 feet to the terminus. RESERVING an easement for common access purposes, including ingress and egress over the following described portion thereof: BEGINNING at a monument at the Northees( :orner of the Southwest Quarter of the Northeast Quarter of the •said Section 35; thence South 07 ° 44 ' 56" West, 500.;4 feet; thence North 87 °S0'09" West, 212.77 feet to the TRUE POINT Or BEGINNING; thence along a 14° curve to the left whose center bears South 48 °22'43" East, having a radius of 409.256 feet, through a central angle of 19 °54'41" an arc distance of,142.22 feet; thence North 82 °30'02" West, 66.82 feet; thence North 07 °46'15" Ea:t; 117.51 feet; thence South 87 °50'09" East, 124.74 feet to the TRUE POINT OF BEGINNING. fr, ca co Lan me or day cif LEGEND CB CATCH BASIN DS DOWN SPOUT ige AM, PRIMO.. tar ow - STORM SEWER --G- NATURAL GAS FIRE HYDRANT -- SANITARY SEWER R 4 ..EAD TRACKS PUNCH MARK,' CROSS ARM FOR SWITCH TOGETHER WITH AID SUBJECT TO an easement for building setback purposes over a 60 feet wide strip of land surrounding and adjacent to the main building line, which is described as follows: k2,0 g944, BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of the said Section 35; thence South 07 °44'56" West, 500.14 feet; thence North 87 °50'09" West, 337.51 feet; thence South 07 °46'15" West, 117.51 feet to the TRUE POINT OF BEGINNING; thence continuing South 07 °46'15" West, 537.39 feet; thence South 20'45'48" West, 949.89 feet; thence North 69 °16'09" West, 209.96 feet; thence North 20 °46'05" East, 116.00 feet; thence South 69 °13'56" East, 20.00 feet; thence North 20 °46'05" East, 637.87 feet; thence North 69 °13'55" West, 20.00 feet; thence North 20 °46'05" East, 123.69 feet; thence South 82 °13'36" East, 10.77 feet; thence North 7 °46'24" East, 24.00 feet; thence South 82 °13'36" East, 20.00 feet; thence North 07 °46'24" East, 434.74 feet; thence North 82 °13'36" West, 20.00 feet; thence North 07 °46'24" East, 101.05 feet; thence South 82 °30'02" East, 210.01 feet to the TRUE POINT OF BEGINNING. (See sheet 2 for continuation) A= 22 °12'21" R= 409.26 L= 158.61 SURVEYORS ENOINEERS WITH TACK OUTSIDE LIGHTING PROPERTY CORNER CASED MONUMENT RAMSET NAIL CITY OF TUKINHA APPROVED AU 8 1 88 1 BUIL NE CORNER, SW 1/4, NE 1/4, SECTION 35 SAID MONUMENT IS AT \ THE CENTERLINE OF S. 180TH ST., A PUBLIC 1 STREET. le- 500 14 ANDOVER PARK WEST SEGALE QUSiNESS PARK \A:EA. SURVEY -- BUILDING NO. 763 wAS1liNGTDN i_uKWILA DRAW41W: Pts. 2600 • Mal* 9-23-77 AMMO 1 + 301 DA t 6 -1 -77 Da ar KA v , �0 .7y'f!Yi.- .�`.J.:.�rr.r,C.''3! �.�. :fv.�l�.._..,_ :s. ft .T:. •: • 1 11J1III1III111I1111VIII ;IIIIII1IIf 1IIIIj1f 1111III1I {III O1G iH! RJt" 1 3 ,., .... ... 1111111 111111 II1111 1111 ill 11111Ili1i1IIIIIII111I1iII._ Ii1 11111II1III1I1I1IIII`. 111Ii11111 'I''111111111111111111111111 111111 I I 10 11 MAOSwGFRVMIY 12 . . If the Microfilmed document is less clear than this f d t ei' 1 t is due , to the quality of the original doeurient U�; h�� fly L -L yz 53 �z sz e� � - c.�...�1. -..�. ,. 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T. - IN QS UE4VV Lat/TV .DECO O ,41JG14OR S TIFPEAJ 5 • 4 F� 01J' • r I o "/41' trk 4 T. 3.) ,,,..�- 14c / OLRTat' e3o .r� .�- 80N0 PIKE 55 FOOT 2 IA/ N,e., i- of v/e 4 T/a+v /604A TOR PAD M t CRQ/ LEVEL birM 1230 +1i SECTION C /-,(;" P ?- i ANp \I 4 t p.61147 5.'AP Re. r =Pol-ii.p\- ? iNi • rv.11.i r,AI t i'• Gu g.A e P. 7UNt2 o'rz-fheP Ti°rNP' IN10,145' m� t • PLAN PILE CAP tro(? foovAiloNi °-‘44'=11-00 eta. cto° )A caK ® VT. 4/ • $ fret-, SECTION D SECTION E AIJI7 P \'I r*E 1/,1. ,. rtze.tiv V7 r,`,12 Mr!'tA14 11 ?r26"1A 110 PIt, MIN, G JGg T 4./ 6Nc' i-f : P ;COP • ►•S i tN nor I tJ(n Ve(411 ,M P,Alz'2 3t -rie4.2 I✓y : ro,cro `fOcoo I I' /2' -I'• CITY OF TU WiLA APPROVED A Uirl :ij8 1500 Westlake Ave. N Seattle, Washington 98109 206/285 3555 I ,II V I P-. ! `V l AA I 11 • r 7-7artiqr. O:, AUG -819$8 d -1. .. REGISTERS AR Y.. STATE Of WASHINSION SECTION A ..' 1�.a'?.Cffelli5"5', s? 9f&A.M.4:fs03X�. "�3;3"kb r K� - ---- 1w''GIA. 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