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13125 SW HALL BLVD-21 I I I 1 1; ,� � ��+::..�.yon►.�+�.a.••:w•��a+w+.7au:.'r:�arw,IPuaWangwaMaf'•to :�:.=�.+v1;oi.,.��,;�...�, �a'.:;�-;.::s..�r'asi.,.:.c... - .. ..w..._.��, ::,wl�.as: ,, r _ x� L err•• wrr�s w�.rr Li L —*11; s 1 I f (TA A %" lV�c-�,�.... i t 0 F=rj "AK-Y t� T'� CITE VA! h+J 1Kfr_ uf.' 1_Ay , L I C..�.._ I c /-� L--r l, •.. ; ,G:,,_�1 t�1 ACU N��1 ___ ' r t f`�'�',L-:.'�•,, _..1.. ..� �„a l,;.,al.d�.; ,. '� �=A► "D 0 NT'1 N&--> L A t-= r- 0 • . . . . . • . -rrrr�e-r�r I '•�•.•• '.�•�•� ►tCALE: " ARPFc01/ED BY DRAWN •Y I ••••� ,s,e DATI<: ` � - ! • � REViw[D l • ••••• 1820 EAST BURP SIDE STREET *%see* COLUIABIA M014 COO PURTLA'ND, OREGON 97"14 / 15031 232-8153 • seeil. 3 i2 . "W HALL VD ,, .f•.••.•.•.••e.•.•.•.•.• DRAWING NUMitR • • • • • • d • • • • • • • • • • • s • • GANCADK A. • R. SUFF1_1v,4 ::a. . 1 i. ' 1 ��, �, r. _ _ �t�T�r-�t •�.,. . lid . III '_,t fill 14 I I i 1 I I I I I I II ! f I I ! i l l l ! 1 1 1 1 1 1 1 1 9 1 III I I I I T I I I I 1 1 1 1 1 1 1 1 111 ,r � � i � tii � � � � � � 141 � � � 1 � i � ll � i I � II � I I � I � I I � II � I IiIIIR . ., 2 3 4 5 6 7 8 g 10 II Icy NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR VIAN THIS NOT IC&: .7T IS DUE TO THF QUALITY OF THE ORIGINAL. OE 62 AZ 1Z 9? Sc bZ EZ ZZ 1 Z 0Z 15,1 81 1 1 '41 51 bII I El ?N 11 01 b ® 1 9 SIi.��4� r c J 1 'x"1'"► �r!I�IIII�IrIl�llll�Illlf1111�1.;t�llll�llll�itll�liill�llll�Illillllllllf1�111���111�1�11�1111�1111�11111111.I�tlll�Illl�ll�l11x1',I11Ili11�1111�111I�tlIl�lllilllllllitl�lli,l�llll�!lllllllli1111111(IMI!l111li�lllllll��Ull�llll�lllt�llll�llll�llll�ll111�1i1111lIIIIII�Ill1�1l��I\II�iIIII�IIII�II.11�llll A PR_ TTj t? 1 Q Q 19 1 1 \_/ � � �J I t A)i\ D 1 F TIGARD BY_ 4 1 SII i cl ;�'it.,.�: ______ � •, �t� L&wr i�;c '001 --- ,�. T�� �- �.rf� ^• - -'- - - � �I I ! / � 1 i I � � (' ,` -1, '-"�i"".""i+P""_7r"'��'� � A �,� 4°' l Ln�r,��o� � �ti/FGA�7 `�' ♦'��1 T 13 at -Ti C7"iFVoMm� Q KA fQ ',�,00e ­l� . T l 1 2 3 4 NOTE . IF THIS MICROFILMED -------�----� 6 7 g 9 0 2 -'r"' DRAWING IS LESS CLEAR THAN �_. -•-+r. THIS NOTICE ,- - IT Pi DUE TO THF QUALITY OF TH'_ ORIGINAL ^DRAWING. - __ _�... _-- -----'---___- __�__ __ - -- - E 6Z 9Z LZ 9Z SZ bZ EZ ZZ la OZ 6t QI 1. l 91 S I b l E l Z I I I 01 6 B L 9 S to IF z I 111111111 loll 11 111111111 1 fillAPRIL 201 1992 I1L1�I�����IIl1���II�IIIIIIIIrIIII�II�ul�e�t�t����i�tr��Illlillrlllllllilll�l_Ililllllll�ll�lflpl �lrit�l�lllllll�llll�Wll�Illilll►1�ilti�ilI111111111t1�IlIL�Illl�lillllill�litllt�ll��.ll�ulll�lllllllllilll�llll�lllllI--- � 1111��iiti�lWull��lu.Wll�Ulllull�ll��II11 '..,+sA!►'�..r•Kc .-_1�.�..,��...Mu^� ,��.,Tv..-r_-_,n....� ...� - - -_- ..._. �.-.�.. - r_ nr I'.a. � ;:yN . i AW ow 9 I I i � f I i i r,.r- I I I ..,.w...._._.....ww�w»>.u..w.�.war....«......:,.,.,...........,...,,,,.�..�... DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION#350-12 155 NORTH FIRST, HILLSBORO, OR 97124 OREGON, 12HONE: 503/640-3470 INSPECTION REQUESTS (24 hours): 503/640-3561 or 6934415 rrnil #a U! Ui�ltr�'1 i`rolect #a P0013906 5tatu«a APF'k(IVF:L) F'rar1e� t o 1. I fed 1 02/05/91. 1-xp1re,: o 08/04/91 valuations ij 02/A4i'?1 O',cGyl C:I I 111 f:!. F: C: I' + rrr i t. T i t Iw a T 1 -44RI) T'T'r' 14NL.L. --COFIF'LVC i pt: i ort s I NlL..('1CK. WFS"r OF' CORNLK' OF HALL J11INNHAI`'I Oddrest, s SW HAIL FiL TI r re:! I Nuntber a Itwrle•r N.Atfv a Tipp i icarrt, Narw a 'AGAR'D FtJXTRIC , INL: . "Irl, l i can I fliddr a PO ROX 230083 s T iGA;D OP 97'112::1 I :;r r- rrumla!er• s. 63r'�4�11 'r.' r ;7i' l l)Il pe°trf i-y� pr PI'I'F'L VF I) _ NI'.'i T APPROVF f? !i 1 l'JF' W(IF:K UNTIL. f'Ftrr(7air as L 'Iste+d] [1:.unstruction r?9y Proceed) Ilrrri Rei- Cnspvr ct I-flowpuer Note- Btu (r�w . . . . r IJIV'Il:A(.,TCsFt a T1GAh't) 1t.E("TI{If.. , IN(., . 11r . C 34-03C F39 ..91 t I r '4lrp"C.. t. i rrr f\'e*!r�r►P. °•1 rFci a Ie*r:tric 4, iclrr r)� )64, y1. FtT KF I •r.t crr (-.r)rrrmf�nt,«�p a � � SIGN PERMIT PERMIT #: SGN90-0117 DATE ISSUED. . . . : 11/16/90 EXPIRATION DATE: / / PARCEL. . . . . . . . . : 2S102DA-00401 BUSINESS NAME. . : CITY HALL ZONE. . . . . . . ., . . . . CBD SIGN LOCATION. . : 1:3125 SW HALL BOULEVARD APPLICANT/AGENT: CITY OF TIGARD BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC, ( ) OTHER ( ) BILLBOARD ( ) BAL:.00A; ) SIGN DIMENSIONS. . . . . . : 3 X 8 TOTAL SIGN AREA. . . . . . : 24 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . : 3 ft. PROJECTICN FROM WALL. : in. ILLUMINATION. . . . . . . . . : NON DUEGRIPTION OF SIGN: Permanant mom:ment n'rrrx, MATERIALS. . . . . . . . . . . . . BRICK/BRASS EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT nEQLIRED: YES BUILDING PLRMIT REQUIRE'D. . : NO ADMINTSTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY: DAi�: 11/16/90 �rILI SIGN PERMIT PERMIT #: SGN90-0116 DATE ISSUED. . . . : 1:1/16/90 EXPIRATION DATE: / / PARCEL. . . . . . . . . : 2S102DA-00401 ZONE. . . . . . . . . . . . CEID BUSINESS NAME. . : CITY OF TIGARD POLICE DEPART14ENT SIGN LOCATION. . : 13125 SW HALL, BOULEVARD APPLICANT/AGENT: CITY OF TIGAFD BUSINESS TAX NO: SIGN: PEPMANENT (X) FPEESTANDING ( ) PREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( BALLOON ( ) SIGN DI14ENSIONS. . . . . . : 4.3 X 2.2 FT TOTAL SIGN AREA. . . . . . : 9 sq.ft. WALL AREA. . . . . . . . . . . . . 1500 sq.ft. WALL FACE (DIRECTIONV : E SIGN HEJGHT. . . . . . . . . . . 2 ft. PROJECTION FROM WALL. : 7 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: Permanant neon wall sign. MATERIALS. — . — . . . . . . : NEON/M-STAL EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PEIU41T REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: !$ 10.00 APPROVFD BY: 6 DATE: 11/16/90 Permit No. n- C:P.rY OF TIGARD -'- SIC.N PERMIT APPLICATION The applicant hereby applies for s permit for the work indicated or as shown in the accompanying plans and specificat i'olIns. SIGN LOCATION ADDRESS: J3 t Z 5J �'W 1y`� , ZONIM: NAME OF BUSINESS: - r , APPLICANT/A;mr: COMPANY: 10 16INIA PfiONE: X O - The City of Tigard imposes an annual Business Tax which must be kept current- on all persons doing business in the City. Do you presently hove a current busin--ss tax? YES ( ) NO (` ) U.L. babel — PROPOSED SIGN: (Check as many as appy ) PERMANENT ( ) fRMSI'ANDING ( ) FR'M4AY ( ) TEMPORARY ( j WALL ( ) F 1-r-i-PONIC C *M ( ) B.MBOARD ( ) RAI 1L)NN ( ) r SIGN DIMENSICNdS: EXPIRATICNI DATE.: TCT.AL SIGN AREA (Sq. Ft." : WALL .AREA (Sq. E'c.) -- WALL FACT: HEIGHT (Ft) __- ---------- _ PRa7E- 1,)N FT,0M %kU,: _ 1LLf.RM`:.TiON: YES ( ) NO ( ) TYPE: r COPY: {. Lc- MATERIA'-S: FXCIS'II G SIGNS: A 14MSTRATIVE EXCEPTION: N/A ( ) APPWWED ( ) HOW NJU _$ ARFA ( ) Iiaarr ( ) CZt�'II�4F]V`I'S PLANNING DEPARIIKENI•—_ All sign permits must be aoaa aaied by a scale Permit Fee: kilo,;ML .l -- drawing and plot plan. If work authorize under Receipt No: a sign permit has not been Metal witt'ii..a, -. nett' raved days after the issuance of the permit, the permit- Date: / _ - --twill become null and void. FIZ=CAI, PERMIT' I CF.KI'.IFY TH,i1T I AM THE RECURDED CW1NE'R OF ZHP REQUIRED: YES ( ) NO ( ) PROFERTY OR N 1I' AUINORIZE[) BY T OWNFR. BUIIDING PEId4IT REQUIRED: YFS ( ) NO ( ) Appli�t►ll11 i * -T_ --- --- cp/BHMPFIW J Address - - Telephone N:\W)fd)\(XMEV\ w � r�rlrr�,n, I POLICE 1 � 3 Arm; i 5WEE716UM 2 " GAL LIQUICAMQAR 57-YRACIFLUA I \ AWil • 0 i i t OWL I i I - -• - .-�-• f/ I I \ � � I, • ,! -1 f�` • �/ �`. • )- i---sem--� O l \ J I � � N � I J TOP OF aA NK \ r 1 i I 7-7 OF AR,U 1 11` 1 u to =LL- �r CNK 1, .w h +� h c V 0 O o C\j 8 ►'698 111 ZZ,O N �CZ•IO S — 'Nv 901 _ 90f G9f — + -I-IVH Lzz *a': R 'M'S --r s arsLi M,ZL•O 3 oczci 9t'M 410 MQ � t b=��� ti 0 Q O o, n\0 A y e A`k y •�� "� APPROVED " N v o CITY OIr-, TIGARD N al . i O OZ ss )T Title 0►u Azz,o s r 3_90 OZO N _` �L CtOZZC �CS•ION ],f►,Zo N h A A h0 a ITJ Q J •r�� yqo c N h Ld— / V?V w z U - ,7o V � Lj a 4/ • w0 � C7 q` V '•S. 4 y W{. % o a Q 10 m N I / N�M —_ • Ir• ,ivrdo Ld Tim r— � u►/sa_ _ co•ala�-- w.ls,lr.lo s oe 0c60, Ire cc! c Z w V « w % . w o 0 N0 ti U0 w O� • N 0 L- s f ; » w • oo•a!1 s 1A,/0 CI•a0 fct N • N r uo w N Q In N q:t^ Q� J _ I(1 « o V Qm tf 0 Z O v t 1ot�l) r, CITYOFTIFAkD mI r NON- PERMIT &.4, PE:RI'li f Nr►. • BIJ892250 CITY OF TWIM COMMUNITY DEVELOhMENT DEPAR'r'MENT Ofr(WN T : ISSUED: 11/27/89 1312FS.w,Hall Blvd.,P.O.Box 23397.Tigard,Oragon97223 (503)639-4175 r� IM.PMT.NO. 892250 JOH ADDRESS: 13125 SW HALL BLVD TAX MAP/LOT SUB: CIVIC CENTER I. T: AK: I.-PND USE: LOT 91ZE: VALUATION: SETBACKS FRONT: REAR: WORK CLASS: ALTERATION DWELL.UNI TS: LEFT: RIGHT: USE TYPE: 07HER :10.BEDROOMS: EXT.IJAI._l.. CONST! CONST.TYPE. VN NG.BATHS: N: S: F: W: OCrUP.URP. : B2 PROT.OPENINGS- OCCUP.LOAD N: S . E. W: TOTAL AkFA: Nl'.STOkIES: 1 IST: ROOF CONS T.- A FIRE RET? YES H'_IGHT: 18 2ND: AREA SEPAR? NO RATED: BASEMEN19 NO 3R.D: OCCUP.SEPAR? YES RATED- I IIP MEZZANINE'' YES BASEM'T i FLOOR LOAD: 50 GARAGE: FTRF 9PIRKLR? YES ALARM? NO FLOW(GPM) DETECT? NO yrs — CORR2 XES,__ PLAN CHECK 14Yr, ih i REMARKS: Add interior partition Alin Nxt. windows REISSUE OF NO. Volice niepartment offices LAST REISSUE 0 FEES: w City of Tigard PFF:RMIT E 13125 SW Hall Blvd PLAN REVIEW R Tigard OR 97223 FTRF DEPT PHONE t503► 639-4171 STATE TAX -- --------- -------- _... OTHER C DEVELOPMENT CHARGES: 0 N SDC(,TORM) T SDC(STREET) A PDC(N ) C T PREPAID r. s O A TOTAL: chis permit is issued subiect to the regulations contained in Title 14 RECEIPT NO. of the TMC. State of Oregon Specialty God", zoning regulations ---------- and all other applicable codes and ordinances, and it is hereby REOUIP!.D INSPECTIONS agreed that the work will be done in accordance with the piens and FRAMING specifications and In compliance with all applicable codes and INSULATION ,)rdinances The issuance of thin permit does not waive restrictive GYP. BOARD covenants. Contractor Pnd subcontractors shall have current ciq business tax permits This permit will expire and become null and SUSPEND.CEILING void if work Is not started within 190 days,or if work is suspbrded or FINAL abandoned for a period of 190 days any time after work his commenced It shad be the responsibility of the permiltee to awt.rra all required inspect,ons are requested and approved Perrnittee Signature Issued By: .. --.-.._�_________ aL{ AFf-}NSi1FdF3N c9-4175 SEPARATE PERMITS REOUIRED FOP WORK OTHER THAN DESCRIBED ABOVE i e� z ./8 4 1e ,�.� f:T . ,�} R e . Uc;7�`,,,�,".�.,.y p I.�. PA c�71 7, O e>c-- iQ lJ CG Y. 1 Z 7 5 F�SN JZG�RP, c33 oo/�a' j 8. 4 I - CONSULTING STAUCTUNAI ENOINEMS rr C.. roe SW, eecoao AKRM narruNe, ba o�2a Clow --r'�L1 nom. 89 (0011 tN—It" PH 1 l ..._. 1'T V�" 1 Ae® ra{r e� Aw � OW A INSPECTION NOTICE City of Tigard building Department 124:0 S.W. Main St. Tigard,Oregon 97 23 Phone: 639.111!7723 Type of Inspection ' Date Requested Time A.M._— /address _....----._. _-- - -- _-- __.... . ��_�— Permit Owner Lot Builder – � �—� ----- ----- The following Buil Il g Code deficiencies sre required to be corrected: C presented to Approved Inspector _ _ _ I Disapproved Date CALL FOR REINSPECTION I❑ YES ❑ NO :w , N i 11GARD CITY HALL EXPAMIE31ON' 13125 S.W. HALL BLVD, T GARD, OREGON 97223 Pop I�G1N��fj�� w l?109 7 ONEGO 9 ilm c� b. r )AMD IIs. CONSULTING STRUCTURAL ENGINEERS 4W $W. S41MM) AVENUE PM11JUA OR. 97204 11103) -1286 I _ I 1 � I f t a� _..- __ 4 - IuTJL t 1 12 � I OMSULTING STRUCTURAL ENGINEERS LftstiftpM, - 4W DW. DECOY) AVOW 'OP A ,OIL. 17004 W- 40 �rjC� 4 4'-�` 1 Z /'24.or-�x 1 1 v - --,- - - fi � - T - + N, -r4 CD i I I i 1 ' � :: ,,�?sem (�',}�f✓�� � ����� , :� � __ �_ _ � ,-, ��od � �--�I-a-_ ILION 061poo 41r, � l oo �� I TZ�rJOal� JI,MES c. Pgo lsomw INC. " " -r����a�c� (::,-4v1�, C_ N rte, J'° LONSULTING STRUCTURAL FNGINFFRS LoeOwn We z A(M R1Y SFOr M') AVE M.! PORTLAW, OR 0120+1 gNnl '-- —'--_—_..__— —-- ---_— few) M-1 ee 1 T-1 1 v r • AM�1 no �1 i�-2 I 00--1 40 2 I i ---�---.. _�.-•. __ .._ ._ _ __ __,. , � o �.-� ;r + J 1 41 7 02- y cYl y cq 1 J L J� .-{- I L7 4Q � ��2 f� � ( 15✓ 7j_-.+A � -j-4- x j -4 x -- - -+ i�t-- F34)„3A l c� Yz . .�_.L _1. 1._.L_.._L. CONSULTING STRUCTURAL ENGINEERS _ ore. 4m ow KCOW, AMEMN PuPtLAM. d1 n»w Cn�m Nt na (on) ll6-11e6 �r � 7 = A I o H t I lj--t.. f - I 1 i -- - T ,� l ,,r i,,� >i c� , �t, 44) zoo: -2't;O . 4-- - _i I ..�� :?�c�� . •�=1,!�,., �. •-�.,.,�-� . �)rte� . _�....a_._., _ _.; _.. ..�. j 1 - 1J1711 d�i1���5' lM�. �,I Lr•�,��1�111�1� I6QIILir �T1�-�A'�.1.� f:.l v l� �t� � �A e.. CONSI,IITI'NG !il 1l!C"UI%eA ENGINEERS K,e tw aK:oan AYFNiF - - Cwn, thNl is (IC,q Ilr� Il�r�u a AT o fill HA ,- o -. A(0J 0 - - -- - VL J. S'( VI i.1�� FG 42 Off- .RXMZB "�. PIERS 1K tom;,. '"°,�' -n�AKy,) civic- r.—ITEip, x CONSULTING STRUCTURAL ENGINEERS r i C�Q�P�rj 4W .w recce AYMP "NAM. OR sne+ ���� ohm M soca► J I ' :_ -----� i� 119 4'7d � ►-�__ �.�_ _�� --- �I f X� .¢x t c> 117 i 1_4 �_ . _ - ::_ i ,A G 6C.).35 0 L �....) I I I SI J 1� iv JkME6 G. PIERSU v IMC. ""'°' -��C�n�� ����►C, r..�n- �, CONSULTING STRUCTURAL ENGINEERS ---- -- --�-- - ---- •oe sw "Pcueo Ave" rarnaM oa nM �--- — -- ---- - -- a«��- iL4 i t I - A 5, i 1 _ 6v Alt i I I I 11 41 ac. C I y�.;laD r* 2.2ao Cs2.���.�/I;z)il�s1 �5�!z5 �z�,�� s I '� � icm� w.� ► Job ow CONSULTING STRUCTURAL ENGINEERS ung rt? a,r, SW SECOND AWMI E POI AM). OR. Si]W ----_—._. -- ---- MwI (SOS) t"- low H[�N M .— ,Z .. •,••r•. •......v. v ..rw� tin+MWlTiYwv.vW.,M�'r.mA'NWIIyy�y,�y ��,�f�Mn1,,w1'I.III�Rhi tf;� vYiNL% f I , 4J a WIN p �jr;AMI L '1• .07 (A F.5 84r1 fie. . I , -14i 6 61n�90 1 4�1 !C 3 I• .�/-rc'� ,CLU....�} i � �„ f _ ' _ e��l��� �n, �i�1�'��!�11i,�i, �i�liue,. a....•, TIL-/[1F � , . 'fir G I VAC, CONSULTING FTRUCTURAI FNnINFFR$ i,,„w�,�, --- ---------- renin trs-�iee -H bN �• �.. I h.-t't:-� I4 r -• �='-���--�.�' --' -� -T, ,- +� tN� _. � - - i- --T 1_ T' r. .1 .. ' . 1- T ICj /I) V4 U. 1 Lr`re l0 . _.; OILf t7 fA r r PIERSON, Imo. CONSULT1103 STRUCTURAL ENGINEERS 40e S.V. WM"D AVlM! KffnAIO, 01L 97M CSM MNN M twm !l6-l"s _ - - - - - C � c z 14 4P Z (� � )1 )i; �• �it ll��l ! r 1< aMOM T%6.1y CIVIC. C.I!Nlrr^ Ab�. CONSULTING STRUCTURAL ENGINEERS oe«im, 4W SV/ WC-OW AVlQJF PONT LAIb, On. rim — - ---- — --- -- Al' 01 -All oe '' At m / hi Ll �� � ,�!` �r �21• i�� _4 .� 111 .�► - - - - - t Z-rip AL 1 14 (Zo6 19 ,PSI e.2.4o ���. - C � h 0j( � ( � ►) ,1 ig:s .. d, �fL . 141 `�`� f,✓ t "M' -ne-'IA Ro CONSULTING STRUCTIMAL ENGINEERS 4M 9W WCOM AVI-"& PORP AND, OR. W204 CMM-- .•.._ .�- -_ --. N».' _�`_�_.. CITY OF T16A HIJ I 1 1)T N6, P1i;:PM3:-T 1-:1EQ101 RD P-1-4- arra TYOFTWAM COMMUNITY DEVELOPMENT DEPARTMENT 0010*N 3 1:1.0 (38 1912E S.W.Hall Blvd-P.O.Box 23397.Tigard,Oregon 97223.(503)639-4175 PPJ:M 1:"M"o* .N(:1. 13 114 0/Ji 10 ----------------- AI: DRE*GS : 1.51.23 SW HALL., WT.-) TAX E)SIPDOIX1011. SUH HK : I AND USE coo 1 0*Y' S 3-ir F;' UAI UA') :L(:)N SE"T'l3A(,K1..:'1 FPUN'T* PE-AV-4 WOPK ?4DWITION DWE-I.L. 11N1'V :) : PIGH USE. GOMMERCIAL NO. F.:X*Y' .WAI L UJINS'r . i*YPF: : VN NO. F0 THS : N: W OEICIUP.Gr4p. : ;312 PPIXT . OF)ENI.W.:3 (:)0CUP .LOAD N 15 W ARE:A: NO . 5'1"OPIES : 1. 1 1.5'f : 1:4001:7 CUNS'T' : FF':! PE I:IE*T**? HEIGHI' : 2ND : AREA SEPAN11 PAI'ED : RASEMEN'T"? :3141.) : OCCUP. A'7'1'-_':D Mr-.:ZZ(.)N'I.NF::7 HAGlFK':M"T FA OUP ;..(1AD : G AWAGE: FIPIX ALARM'? F I OW(CIPM) D r-.:,r c I l-*'-.:A*r 'TYPE. : HEMP . YEil COPPI? AN CHECK FsY : l:)(.J, RE'MAWKS : Piamij) etrit.1 tomparatir-y mi-libi1a PE:15SUE: NO, -r+i C-'Q I AS'T' REISSUE F-14;S ! --- t gall-d city "41 131.25 mw 11K.I.I. k)vlcl PL.AN HEVIEM W ti.gal-ti 131'- 97K23 FXPE' N PHONE: (50 3) 6:39-4171. SIWTE 'TAX E rt (11'HER DEVEI-OPMR-NI 50C. 511:114m) SUlf, 51,11FAKI, PDC. 41 N T P WE P A 1:D '1'(:)'T AL r AE:C3:JP'T' NO. This permit is issued subject to the regulations contained In Title 14 REQUIPFED 1.NSPF:C,TT0N% of the TMC, State of Oregon Spneialty Codes,zoning regulations FRAMING and all other applicable codes and ordinances, and It is hereby F 11 N(.1111 agreed that the work will be done in accordance with the plAns and specificationn and in compliance with all applicable codes and oidinances The issuance of this permit does not waive restrictive covenants. Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work Is not started within 180 days or it work is suspended or abandoned for a period of 180 days any time after work has Commenced It shall be the responsibility of the permittee to 88SUre all required inspections are requested and approved. "Mit e NSI:)r-:C,'I*:[(.)N 639—eli 75 Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIPEr' ABOVE .r w 1000 PLAN CHFCt. NU. ifor call 639-4175 PERMIT NO. CITY OF TIGARD 699.4171 OATS BUILOING PERMIT TAX MAP __ LOT NO. SUBOI�! SIUN - — P.O. Box 23391, Tigard OR 97223 -2f f i ar+K y JOB AoORESS . Luii5_ s�' rI -- OWNER_ — --- STATE REG.NA.— EXP.OAT E —— f —._--- BUILOER _. BUiLOER'.SPHONE I- I - OTHER_ --- PHONE ------ ARCHITECT _1 - —_ I- C] OEMOLIFIO!4 STRUCTURE ❑ NEW .J REMODEL O /.DDITION U REPAIR Q MOVE .l OTHER — _U gESIOEHCE COMM EDUCATIONC) INO O RELIGIOUS. U ACCESSORY U GARAGE O OTHER U FENCE — f AT-- —BlOfi.TYPE -- —FIRE Z(JNE,_--PUN CHECK BY tt — _ CK C7IIPANCY —:ANO USl.ZONE -- -- -9 Fit- C mt,s-���ret -- � _F� -, .�-'=t --'- -moi -.�� ---- —S T�r to R`, cn__e _ _ •(ldu) S�VtiIiR PERMIT/. HEIGHT WO.STORIES AREA _—NO.BEDROOMS /�(',LOAD FLOOR LOAD -- c RIGHT SIDE BUCLOING DEPARTMENT FRONT REAR LEFT SID'- ,r.���...�.�. SET BAC�:S Perm11 _ 'Hl5 PERMtT t5 ISEn SUBJECT TO THIS RE(tULATIONS G'ONT�\TOED IN THE dUILO1NG CGDE. ZONING Sr.� RLOUtATIONS AND ALL APPLICA BLE CODES AND ORDINANC,ES.,AND IT IS HERESY AGREED THAT THE ��Ctwck _ WOIRK WIT L BE DONE IMI AC:COFOANCE W;TH THE PLANS' AND SPECIWATIONS AND IN COMPLIANCE — WITH All APPLICANAKCO OONAND TRA�OR AND SU CONTR/1CTORs TO HAVEES. THE IISSUAKDE OF THIS PWRRENTERMIT ICI NBUSINESS I'1.Ck Fkil RESTRK TTYE CO TAXPL-p,Ml?r.SEPARATE PERMITS REQUIRED FOR SEWER,PLU MIRING AND HEATING i Slate Tax �5,yY notal / I APPt1CANi( Q AGEIVT --- - ----- - POG `I .c,) !)Sid 1". 1). -, ' 54hit 577 I`Npd' Recv ---- - t�H(�NI --- -- 1pl No A ORE .Bal Due issued—_—�- 5SIDC SDI. _.�._.� --- REC( IT DATE ---- _--- AMOUNT 'CL;ER CONNECTION £+ ---r ;E:WEFi_ INSPECTION 4 ScWER SURCHARGE S �an>�ti,�®rte Iia � 7 G PIP \� � � t 14 � y i i 7 G ev 1 . I � �T Cir(OF TIGrARD •��i•, �• COREGON fs 140011, id, ISG PA' 25 alN 25 Years of Service Al iMocq/NI 1961-1986 jI�,117vRI, L fRc we I �l�W I '`\ iN Oc Cl r Ir et w !,� Com) F_ N � U � I \ Cl) C� CO ' i I I fl I L d 0C w LLJ 0- < �c lY d Cn 11025 W Nall 31vd.,RO.Box 23397,Tigard.Oregon 97223 (503)639-4111 BUILDING PERMIT APPLICATION err DATE �s4955 THE UNDERSIGNED HEREBY APPLIES PoR A PERMIT FOP THE WORK HEREIN 114DICATED BUILDER PHONE ORAS SHOWN AND APPROVED IN THE ACCOMPANYING 'L-ANS AND SPECIFICATIONS. OWNER PHONE City of Ti. ril 1312!1 3W Hsi- l P t vcl. LOT NO. OWNER Y � JOB ADDRESS _ _ ARCHITECT 9a'Sff'� ENGINEER llIDER ADDRESS DESIGN EP STRUCTURE © NEW 1-YREMODEL L] ADDITION ❑ REPAIR L] RENEWAL ❑ ORE DAMAGE ❑ DEMOLITION [_I RESIDENCE (9 COMM ❑ EDUCATIONAL ❑ GOWT [.- RELIGIOUS rl PATIO ❑ CARPORT ❑ GARAGE C) STORAGE ❑ SLAB❑ FENCE OCCUPAVOY �_. _ LAND USE ZONE BLDG.TYPE -- -- FIRE ZONE PLAN CHECK BY--__.__HEAT Partition wall to divide existing storage room. all ver r, rov�l.nns. yJ SEWER PERMIT N OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Prormit _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING �� REGULATIUW 3 AND ALL APPLICABLE CODES AND ORDINhNCES, AND IT IS HEREBY AGREED THAT THE Plan Check —�WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND OSIDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal — _ —_ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CIT" BUSIN.:SS -- LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEAT;NG. Slate-Tax-- -- - Z-i SDC— 1 r Total t/ �. i. ;,L✓ �" �.� w .. ( , -- -------- PDCN 'APPLIGA'NT(7RAGENT .� By Recelpt No. Approved ADDRESSV€-- I WESTERN WOOD STRUCTURES.INC. PAOJECT._/'�/v''Yp �'A?L �C` t1'i��r f" DATE ....... AI/ILIA" / 16AQ0 - `i/'Z¢�7 P, 0, Box 130, TUAL.ATIN, ORE.9706: wunapt LOCATION_ SHT. eo3/e9..-s9oo JOB NO. 4y,33 zr- q6'! " qc 6,PG p F R FC o" c-lQCX-Ps CCS WAqLKc.JF)c� eina \�9, Z_L 1s psr= 1 �3 b iREGON Wt7*- Corvc)irionv6 off' ChS'E ,0FO, I� �� 121 D. =% 14-4 M IX = s ____ LIZ 5 Ar- G.7-5 r4,7-5 ��� - (2. 75) - 'Z/ fr*4.3?J -7, 77 P (��5r&97 rb 1255.31 -48c?j ) (,18.2.8 Psi F13 = ( I Soo f o, 6X (6) n 51-=4 — (5)(7,0`833%,v t!4c•zs10 (ES7 x I1- a 1 Pi-Fnrk oK, 191.01 A.•M.•'1110.5[O DAT F 'AlkWESTERN WOOD STRUCTURES,INC. PROJECT F'9NNoQE t �De„� 4�.,,� E 1Mr1uAIT '*' b[NM[II LOCATION._i 1f , __ _— P. 0. BOX 130, TUALA7 IN, ORE.87062 S1iT. 503/e92•G900 JOB NO. F'L6!c_iiv5 -(3 C"7)' 7_.; 51(SOF.cF) (3, 'c'I:- WL L -WCL --- (3,07)85) 2r.0 , 45'P4-r- _ p.c,75PI- /`7�4r � _ `3c�2.9/-��•�F.1r�.04 '� � �Z -_ ZZ.. � t Z n-�� X �h 22, 5 i Z l2 71�' PS( Fe = (05-00)(n. F3G) -. rZ 9e) f sr (302.8� � 52� = 92-7. 0'7 Z // 1(/ Jy`) _._ •,,— � (9 i)(t�• 9 �' - 92-, z psi /1. Q = SWL4 = ��( '/, 7;�84,�)4 _ G�1 f794" P/49 3c44-F_. r- (3g�X�,74�Klo6)(46,53) 314*- 0 C 3 f-4 �X/2Fl_�a/2 b'E:.9/�'JS 1197c* LL i9x)'7* LL I �- --- moi,c� ' _---• ---�� 77 It� 3 53'{fit_ 3 53 I g 571f r_c- / q 15 �C (23rd �)�577`) -- (IS,6,?)($"77)t '_tbt 24, 7 � • CASCAO[A. ff.{U►q.16%CC. t � � WESTERN WOOD STRUCTURES.INC. E e B im- -- 6/23 DATE F'FiOJECT FANnro C12 r-;e '�' � A"IUAR McM9c■ LOCATION�D _ ___ __ r i. 0. BOX 130, TUALATIN. ORE. 97062 R7-4():; ..�� SH!T. 503/692-6900 JOB NO._C� 4O:;a- _-_ 3-OF-!�_ Fe 2 9, '-f 4y = 23to ("5r jZv- `� 5)(D, y7) C3. '5) ( (1, 7.r;) 1 6 6 4 Y(?- 0 r F, *I FLP 43 M5 OIv 3or /4- - /.3"3.75' "7 , 7CE.75 , ,53/. Z5 P Z LL= �1?7 1 5a7f REAM PEAC = 1 -16"5 LSC_ 95-7 10 0 sr W 7- - 3 2 F19r4. G,(r - 41 , 8 ` IRRIt- WT- - 83 .5* YoT A m b L c " C)L = 24 �, r 1�L = 4G7, i CA/G•or A.6 C.SUPPLI11 co I--- r� DATE. WESTERN WOOD STRUCTURES,INC. V PROJECT—FAMVO Ce�K t '/l _ DAT Mewsu AF ILIATV LOCATION �6/�2✓' C7,Q ____—.__—._ SHT. P. O. BOX 170, TUA LA7{N, ORE.97062 9740""— y 903692-6900 JOB NO.`/ /4O"`� // — -- ---- — ` OFK�— M/yr. N(OM - �53�i 71�?3,.C4.') 12424,7�17,5�1Sr —l/,Zz �a)(2Z,5-� I -Z r £, z, -33Z 7rg, 75 �'S3 Iii r= a �� - 0,763t_ 11"5 a PPoe'77_,> dX?'rN == 5 " = 1 7 r a' ( .7 Cs = _ (F3 4,77,.)((?-)( 1-7) ) z I G:5 I 3 3.C L /4, 3 u f _ (I E, -3 7, 7T 2El, 8 / r G�. 79�i� r 400 x 0 8 x 0, `t c?0 f-j OK. 0-7.8'{ b)( 70.4-9J -7-1P-7 l,- (�/651'1��g�r,) � l�>'4is1 i53r75 qK , WESTERN WOOD STRUCTURES,INC. 0 PROJFiL-ANNO C'rPt2FK cr_ 6,K/(-,F - D ...� An.uATlf 76A/2�1_01E', C DATE / LO1�` P. p, BOX 13D. TUALAI"I N, ORE. 97062 MEMBER LOCATION.��--�� ------- $FST. 603 692 6900 JOB NO._�!4'p - ______ .5-0 F W - 5or�LF I vxY �3, /?�)(4-5)Z = /�►5� /nr3 l-' goo i i` Z�)Z-- 7, 3Z_ Jbc� = X375 — _ 3�0 �s ( a_ .f ^ pyx 76 ,1 /�r<,c� / f3 } Mr = o (3� 5)(2c.5) - )P C P+c = T- C ,3-75 +5 ' , r fib = 9, 937.5 _ i .2 5( /fir (50o x o, R.,=j e 9 co Vj�Ax AP r i 7 - (3.J3 —0.6 75 VS, P-11- -=7- (9 5) 0, Q,7) = `37 , 05 PS'r to CA0SUPPLISS Co I- DATE WESTERN WOOFANN D STRUCTURES, PRQJECT_ o CPE'E 4e�-�_ ♦I/illArr �. O. BOX 170, TUALATIN, ORE, 97062 a+2wue I.0CATl0N,_ ZjQ9?D �C_• r__— SH,T•. 902!9.12••9900 J013 NO.. 74(' 7 l_n A rE c D,=' L o cJ C'� /ll' 7, (n g/)c-nre W(Np I f4f37,;" 73I,L5' �7?.f 25 i I 9��-- sus 7i f Com,IS e' = �. 75 TI - I Z (8,75 - / � _ !1S/_= •Z'�b �E'o05 r�i�tt �(9, /DQ)(�33 )��, r�+z� CITY OF TIGARD MEMORANDUM TO: Bob Jean, City Administrator FROM: i ;,d Walden, Assistant Building Official '>UBJECT: F,xisting City Hall structure--design of second story DATE: April 15, 1987 As per your request I have checked the pla,is Hnd specifications and have found that the only reference for an addition to the existing structure is found on Plans Sheet #S-1, General Notes. 'these indicate that the design of the C'_ty HaJ.l structure included the future addition of a second floor in the design of the footings, walls euid present i-)of structure. The present roof structure 'is designed to have a l" lightweight concrete Inver for a flcor, and the second story structure to withstand the snow, wind and seismic loading as required by the Uniform Building Code. The recor►.1-3 also .indicate that the pressnt structure was built according to the app=red planE, and specifications "stnucturally". In addition to the above, it might he pointed out tLat the 'notal arta of the roof is apprvxunate1v 7000 square feet, less the area well for rr,achanical work of 1000 F,quare feet, leaving approv:ma.tely 6000 square feet of future Boor area. This area will probably be r auced further by required stairways and elevators. It might be worth the effort to find out what the cost would be for moving all the existvi; mechanical equipment to the top of the new roof and gaining the extra floor space the equ=_pment now occupies. s CITY OF TIGARO Permit No. SP 15-g7 SIGN PERMIT APPLICATION 'The applicant hereby applies for a permit for the work indicated cr as shown in Ole accompanying plans and specifications. SIG+N L_OCAIION ADDRESS: 13125 SW Hall Blvd._ ZONInIG:-CBD NAME OF COMPANY: Tigard Civic Center APPLICANT/A'3EN1 : Luminite Sign co,, 635-4991__ The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Oo you presently have a current Business Tar? yes ___ PROPOSED SIGN: PERMANENT (xx) FREESTANDING ( ) TEMPORARY ( ) WAI._L (XX) BILLBOARD ( ) aIGN DIMENSIONS: _5! X TOTAL SIGN ARLA (Sq. ft. ) : 7_5sq- ft y� _ WALL AREA (Sq. ft. ) : app-jx• SQQ­aqft, (Unmeasured) HEIGHT (ft) : PROJECTION: _ IL_I_II^"11NATl.ON: YF (Av") NO (xx) _ COPY: _ ,-- Police —_--- MATERI:ALS Metal and Vinyl EXISTING TGNS: OTHER PCRMLTS REQUIRl.0: YES ( ) NO COMMENTS: PLANNING ULPARIMENI _ _ A1.1. cion permits must be acr_c,mparded by a Permit Fee: __ 1SZs9Q 4s�sllyeCl scale drawing and plot pIim1. If work Receipt No. : na authorized under- a sign permit has not been j. droved By_ — _ completed wi thin ninety days after the Date: �2 87 issuance of the permit, the permit shall become null and void. I CERrirY THAI 1. AM THE RECORDED C4NER OF THE PROPERTY OR AN A.3ENT AUIHORI?ED BY 111E t,WNER. Applicant's ",iynaturp Address Telephone UAS.bs67 Permit No. SP 16-87 CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. `?IGN LOCATION ADDRESS: 13125 SW Hall Blvd. ZONING: CBD NAME OF" COMPANY: Tigard Civic Center APDLICANTiAGENT: LuminitE! Sign Co. 639-4991, The City of Tigard imposes an annual. Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? yes PROPOSE) SIGN: PERMANENT (x ) FREESTANDING ( ) TEMPORARY ( ) WALL_ (x ) BILLBOARD ( ) SIGN OIt ENSIGNS: 5' % 6" TOTAL SIGN ARLA (Sq. ft. ) : �_ WALL AREA (Sq. ft. ) : _ 800 sq, ft, _ HEIGHT (ft) : PROJECIION: ILL.1#1INATfCN:� YES ( ) T NO (x ) �� COPY: _ _City Hall_____ MATERIALS: Metal and Vinyl LXISI ING IGNS: OTHER PERMITS REQUIRED: YES ( ) NO COMMENTS. PLANNING DE:.PPRIMENI _ _ All sign permits must be accompanied by a Permit F ae: ��Qa_94 scale draw lrig and plot plan. If work Recei,Pt h'o."—wajaed authorized under a sign permit hays riot been completed within ninety days after the issuance of the permit, the permit shall bec.ome null and void. I ITERTIEY THAI I AM THE RECORDED OWNER 01- THE PROPERTY OR AN AGENT AUTHORIZED BY T11E ()JNI_R. AppI icant' v 'li(it rature Address 'f nlephone UAS:bs62 i 1 i Permit No. 52,'7_g7 CITY OF TIGARD SIGN PERMIT' APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. ,IGN LOCATION ADDRESS: 13125 SW Hall Blvd_ `�- t' TING; CBD_ NAME OF COMPANY: - TIGARD CIVIC CENTER APP,_ICANT/AGENI : Luminite Sign c0• _—___.—.� ------ The City of Tigard imposes an annual Business Tax which must he kept current on all pet sons doing business in the City. Do you presently have a current Business Tax? i PROPOSED SIGN: PLRMANE NT ( x ) F REESTANIIN;, ( ) TEMPORARY ( ) WALL ( y. ) 3ILLBOARU ( ) SIGN DIMLNSJ.0NS: 5 _X f, _ 1 - TOTAL SIGN AREA (5q. ft. ) : ---,— WALL AREI (�.iq. ft.): - _-�QQQ. 13�roximar.e: unmeasured) HEIGHT (ft) - PROJECT ION: ft)PROJECTION: -.- Il.I._UMINATf.ON: YES ( ) NO ( x ) COPY: _ MATERI:ALS: LXISTTNI:, SJ.GNS OTHER PERMITS REQUIRED: YES ( ) NO ( ) _-- --•----•- COMMENT,;: PLANNING ULPARIME:NI All sign permits must bo acr_ompani.ed by a 4 Permit fee: v____•_ 1( )0 s )0 cale drawing and plot plan. If work Receipt No. : s rived authorized wider a sign permit i�as riot. been completed within ninety days after the Date _ issuanre of the permit, the permit shall. -" become null and void. I CERTIFY THAI I AM THE RECORD ) OWNER OF THE PROPERTY OF AN AGENT AIJT140RIZED B1' THE OWNER. App pI ic anCtignature Address Telephone 1 rr � ' i 1 1 13OTTO L U YI(EN Lek UREi• is—.2t PRUNU5 ` AUR arra LuYKrtq rI .--..- 2 5 S W EET GUM • ' ,/ L I g U I DA M B A 1R ST YRAC ALUA AK lip --low Ile I 1 • r! � I � ��fes' � `�; ,. Ile)Fes. I 1 l 1 1 of Ilk lit � J J I CITY HALL I LIBRARY C 0OR TYN RD 1 1 , I 1 r _ ` TOP of SA PTC - LAWNdop owl I dwo Soso � 1 I ao — TWENTY 6oRAND AZALEA 3 & NORTH SCALE : V=30 ' -00 NOTES :.art V j.1 , , ..Now �• . �' .-.�r- _ ..- _._ W"..r•�yl,_,,, -..•+ �..,r.uAwgw��. jl��s ... .. .. ,. i .y. .,, Tn r - , ... , IM a --. _. ,.,{,-, -.s.n•'�,".Sc.:'s'`SM. . .; "' YP�"FfiY Ff",fr.'.,✓.•_r ,-r.-rMr I .K .�•q' �► t L � .. .y,y._'.._.aCc" _r+.ry-4��6. M"MY -jw _ s a j � I ' III I III III I ! I I � III t I �' 'I' I I II I 1 r � � � I 1 1 1 I I 11 11 1 III III I-1 � I � 1 III III I I I I I I I I I I I I I I I I I~ I t I 1� I I I I I 1 I r f j I I I 1 � � � � I � � I I � � � 1 � 111 � 11 ' I ' I ' � 111111111 � ' Ill1 � ' � ' � �► � , NOTE : IF THIS MICROFILMED L — I -- 4 5 6 7 8 9 hO 11 12 DRAW) G IS LESS CLEAR THAN THIS NOTICE _IT IS DUE TO s3 THF QUALITY OF THE ORIGINAL -—)_7 DRAWING. ` f ' 22 12 o ' 61 81 L 1 91 sl b, I I IZI I 01 b 8 L 9 c b 31vi s. ��!IIIIIIIIIII�IIIIIIIIIIIIIIIfIIIllllllillllllllllllilll1111111i11111lIl1�111ilii�a�1�IIIIIIIIIIII�IIII�I111�If11�l111{II�11111`,lii1�111111111�IIIIIIJII�l111�lf1►�III �1►I1�1lIl�lIiIIIIIL�IIll�i11111111�1111�1�1►�11�llll�!III�IIII�t11611111�1111�11,1111i1it1111�1 I1�11 I``--..-- j Ila1 I II 11� '�° ' ir Ir Ilk, Q 9 Iwrr I I lll.!! 1 III III�IIU�I ,��,��. rW i, 1 "t C L N(7ff.S and StandardsALI i rk shall be dune in atnct compliance with the following codes: Stair L7 `-ice J Of Al Oregon, Structural Specialty Code and Fire and Life safety coda. 1987 n: all local and state building codes. I �i • �r ards - General Conditions r, 0k1LA�;. I �.. al Conditions ae published by the American Institute of Architects (AIA � ,�• tNo. A-T01) shall be putt a the rontrect the same ea if bound herein,o are available at the Architect's office. Original construction documents and specifications are available at City Hell. Please ser Mr.15-it p� ►° 11%10T I Ee-t�aminatwn of Site and Contract Documents �„ \ t Contractor shell <•xamine rhe constro,ction site and original construction documents unJ ascertain for themselves all the physical conditions and restrictions before submitting price quotation. They will also make a careful r _ examination of the plans, specifications, and other contract dncuments ind \ in urm themselves as to thgyomismtonaquantity or ln[doubtraelso the trot -� ^'-- ^- _ ----- --�--� —�—�{ untrecturs finding discrepancies, I meaning of any part of the drawings, specificati�na, or fors of contract _ docwenta, shall notify the Architect in sufficient time to receive clarification prior to starting my work. I Thr owner will not be responsible for any loss, or for any unanticipated costs that may W muttered by the contractor in re mrd to conditions y B pertninlnµ to the work. I Demolition 1 The contactor srwll be solely responsible for demolition, temporary Is dust control and removal of debris throughout construction, Traffic barriers it necessary shall be addressed in a we as to provide - _ 3 minimal detriment to building i.srrm and to rwtrµuerd against Injury to -_-- - ---- workers, rustrimers, or passersby. FT01 R"-J 407, i'r-1 e-KCARPENTRY 1. All lumber shell be new and u.ru.•.ed. Douglas t r surfaced four aides, ItFsCI.�4T ` JGT Ji m defined WWPAand or in accas vt h the most recant Grading Rule by G �}� 9&iL1�_Tb I � Ityi:�S / 0 1 nigher rami or and us ........ �� ' -- Light Framing end Studs .......................... Stud Grade I G � --SII GIT . j-}p•{,L_/ FG>t--I�J's...- I �11�i i� I �c'L��� Beams and Stringer s .............................. fl or better /r t End split r• chrct.: ..• shakes shall be limited to 12" or lPaa from tach _ ��� en r- � 1 � 0 0 end of [4•ams and Su inµw-s. �-T�l��♦, II I��II ADKTI(WAL ;ENF.R'.L N � 1. Contractor to have and show prof of a minimum of %00,0110 in liability inwur:%e at the time of bid submission. Copies of (lty and State licences will also be required at this time. v 2. Ail finishes and colors to be chosen by the Owners and verified with the ItJ �..i-- N�..Y3 L44LL--�4 Architect. Paint at interior shall be building standard colors. 3. Paint all exterior walla per manufacturer's rrquirrmrnts. See J elevations for additional exterior colors and tinivhes. 4. All flashing to ' 25 gauge prepainted metal unless noted otherwise. • -a• ♦'r 1/2" hem at Joi r` I 5. All door frames to be IS gauge metal. -- +'--{ O J1 6. Sheet rock texture all ceilings and calls - use texture orange pec' finish. Do not texture finish vertical surfaces in lavatories. �1 - f 7 �I u 1, 4" rubber base at all gyp. board wells to match existing. �Nrb.L,�.. �e�C l2 8. Verity al}} working condiujns prior to start of cork and report any ;J conflicttbg conditions to Arcnitect. ) }Z� `�1� I -- ��LL� J '" j oN v+J, '+ r•� 1Kn --:, ►�V 61,Ci t 't'c MA�'v�I >SCIS.T Z . I I 9. These drawings show non-load bearing partitions and ■loot structuralAt-aae', 4 ' I ' I�IC�=��'' (tom' o'G i�._ c2• �} 10. Door frame, door and hardware to be building tenant standard with j . IW170W - T�t>r I (� /�Ti1t�S �: IL.'t hardware to match key latch on new work and key to City system. I -�— 11. Existing suspended ceiling to remail. except as noted. Relocate fixtures t �'1'P =p�fG I 1,0, ea shows. Replace any damaged tiles with arm to match existing. - G Protide new suspended ceiling grid as anovn to match existing. _ _f � I � I y.,r I ,it � � � 12. Repaint e';l walls that receive alterations in Offices No. 1, 2, 3 and 4 and doors, new and existing, prr Architect's colo: schedule. i ki � t N " l3. Typical interior wall construction is '1 x 4 studs @ 16" o.c. with -I ��C^� �� t - _4 _ C __ �- _. _ b � J gyp. bd. each aide to:cured to match ex sting. �^�YT 1ZEW1'- 1607 J140744T 1 JGr4-7-_, -- � 14. l" seneby C blinds shall match existing at City Nell en:1 _:olor to be /� chosen by City and/or Architect. \L+•-. J,IIIT '4� v� � + ``i Q - ---- t I r Hanson Dunahugh Niciaolson El ECIRICAL g MECHANICALe , ,r Z Architects AIA pc V Architecture Urban Design 1. All electrical and mechanical work shell be done pet local - --••---•- --- • I • x codes and original building specs. Jalenco existing supply in offices _Lw 4t Environmental Planning S 4 end add 100 cEm to eac,� of[ice. I �, ��� k�I!-Lbo�'�I. I �� ��- --------_-.-__- I I- r��1p�.� �- i���t�.-�--�U �I 215 Northwest Park Avenue 2. bidcand start contractor to verify tri paver needs of equipment prior to I +�I.0 I �.G,e..,N IIiy 11T14N 1aL'IV�YYs ,Q Portland,Oregon 97209 bid and start of work. A:. elecprovide un1. work shall be concealed in roll �'prL� �'v't W ��N� � Telephone: cn'n-t ruction. Owner will provide telephone table for cont ror.[or to LL II iascall• � ,� ,�„ ,,, - -_- _ (503)2240110 3. Mechanical system tc remain as is except for balancing as noted above. z it z 4. Provide new air filters in mechanrcnl system after construction. - I ArL L — r= IR�L>✓� � I -2X i '• - `'� G � �ptr}- tt}- �.�tJT -'�, — --- ___ __ 1 � _ LU FLA , I rc- >4'1� - rG.I�_►,n'� � v�2' }� 4_ _ + I'VE-- _J .'Ixiy-� US2! t�Art c�.cT�lg1 !.J ' �>���' C�_�i LrV�I. W I��L�-_ ��'V�-rr V.1A,•L.l� � � �__-• � I — I INDUh-r�l�s �rZoacx..7' l i r� ��2�>'� I ,� o iZ KA(,�►aptsts'L 211 ��T �— ____ -�I - -- I Q Imo/ I GLLQ- IfxUL 61L­ UNIT'-, -T`�n. c— hal�-f'�++ Axl G-�t+�, ' �- .,.—• ,:• AJ W_ (V�xt 1-1 I N tangy N tY,k.T k4 ALI- _1 I -____.._ . __- —,� .__ ._ - - - it - __ �► Inl - - ( ; 4 0 CL_ Fsemi- f or co Ci 117 r�Ir—i/e "� Q TUALATIN VALLEY FIRE MARSHAL OFFICE !" _O -rE-Mp, �s,L r t�t.l..l?� _, _ .---r APPROVED . . . . _ CO L C. ' lam•l���.. . . ❑ ~ CONDITIONALLY APPROVED. . . . , • ,� T'r APPROVAL OF PLANS IS NOT AN APPROVAL OF e7 1 OMISSIONS On OVERSIGHTS. Y -Tpt I`N'S PLAN6Cx��Mi��E / 1xc11 e--r-K D I� A LL- r'�'N-, ' �1�LL qr v_, r-�v t�%.p vel 1=As-�►�1 t l< 5 }�thnr� t.1�t SSE. 14I-T !LL --�LAss d- -- - - W'N b•c��t �A►11 l_�i .4e-r— 11.1��"(A Ll E.C> >¢ W A�.l F� . � 'pagriro"d....... , '1. . . .. 1.. . .....G* �. ��C !1 1� 2 - AtG�tI6V I L'� �E..p I A�- I - ?c^ G I T`1 (— 'TOS-4 ITIL rtv,tetkxlatly An ( 1: 1 F^ ^rlv Rte mol. do ,47 T'�c -• --:=i - crP -- £.1�.:�;L -�T ��e_ I e�•�, ��f'�Y mom NO. « �^ I - Z �.%� I - Gbia A,c T +=tom G nf.lw h c-� E '►, I !c R ................... ................ ........ -t•� .- "-_ �_P �i" T ')'I t.l �. T F `� �� i►.I�L'RRN�Ellattartn:�ta�^ ' . ... ...... .... .............. .... ... .. 'l 1: Joh Ad&CS3:� > l•, A By Ua'e: 1 ,I L GArrAar A •r G"rr,,r. ,.aMt.AND n.,..,`�il'W�llt�la�'+�."".r e�"�r«•,+,��1i �rM...-^•-`+...u,,w�" Af�m _Y ,, f _ - __- era.•rt .M-. xxrr�m�r wnr..�rs�r. �yihNf4kli"1 1�1O � I111 1J1 0IIlll rr�t��1I11111I11ii�1 Tl�t (111�III�IITIii 111 1) IIIIIIIIOfIn IIII�IIIIIIIIIII,III�IIIIII111111IIIIIIIIIIIIIIII1II�rjII11�I111I�I1I111t1�1I111 NOTE: IF THIS MICROFILMED I 4 5 13 7 d 0 0 DRAWING IS LESS CLEAR THAN THIS NOTIMI-IT IS D A TO Jlf VJALITY OF THE ORIGINAL i sag4..r✓DRAW INC. -_ - ' fl CI E1 II 01 0 • L • S IF f e I�xa" OE et 0Z !t �t St ft 6t gt!t I>! Ot 61 91 LI !ii SI •'•••'1.•'., ►✓'r t111�fI1I1111I1111I1111IU11IH11I1111I111�111I1111�1111111�IM1111 IM{IMis 1111�IIIIIMII�II�......IIIi�11161'i l iIi IIffIIIII n�IIIi�I�IIiI II I11I1111II111I111111111I11I �11�YtlIW1 i) - r:. APRIL 20 Ike Tim` -_ ._ _ _ .__ .www► .+. +srs�e.- ..�...-r..� s�••.�--------ter--- ----...-..__ r,+rl,mxR _ �.rawmap r-,! �. .1 � � ' ,rt,,;.. �`�<,�: �. i�,'. �i.�„ . :�t��i ;�, ''�'� r',,11''�1�5 ''ti'w;E�q��.; ,:, ':.N�:,. �'� v;;�4 ' .tg r :,� 7 �.. i. i. H'. f 1 .:�• ,? �, ? ;; «. .r i �:: ,� ,� . � ��.. 1 1 � � �� � . �' ��: _ j . , I i i 1 i LL �y a F-� N v f f 1 N � � b °' UG Cp .. CIO r , ° bcrn p a 1„J U I ,� fC •i7 \ i0 r�► y K' u O �/ v D ►, tP, � bU � 1 1 rcn Ot . ro a a a U 6° w to toLn t ,, 1 cn 091 •.� rl N (� to a 8 1 a H .Ciduw 7 P'� ❑C a �+� I. / OT I 9 I � IAA �� � \"�� r yy�� 1 1* ` � •.. / LEE P NGtiNEERING� INC. CONSULTING ENGINEERS/ PLANNERS F Duane Lee rE David A lee P E lames G P E June 27, 1986 Project No. 797 Mr. Ed Walden City of Tigard Bui 1 ding Depdrtmeni P.O. Box 23397 Tigard, Oregon 97223 Re: Tigard Civic Center Mr. Walden-, At your request 1 have reviewed the construction of the Library Building ut the above facility. This review was limited to the structural portions of the root to the east wall connection and beam to column connection at grid P-8. The revieiiq included a site inspection on .June 23, review of the architectural and structural plans, and review of correspondence between the City, architect and structural engineer. The inspection of the building was visual and limited to the exposed portions of the structure. No measurements or material tests were made. Also considered was intu miation related by you as to the procedures and methods of construction for those portions of Vie structure not visible. For the roof to east wall connection arid beam to column connection at P-8, the following facts were noted from the inspection and review of documents: 1. No visual structure deficiencies or displacements were nc;ed during the inspection. 2. The roof to wall connectior appears to conform to KPFF sketch L9 dated Y February 13, '1986. 3. Your, statement that there is no connection betwppn the beam and collamn at P-8 and no hold down connecticn at the bottom of the column. 4. There is no specific detail on the structural pians showing the connection of roof to east wall or column to beam at P-8. 5. There are typica', details on tl,e structural plans for connections on Sheet S-1 which 'rifer that connections between the structural elements be made. 6. The general nctes on Sheet S-1 state that all construction shall conform 'to IJBC 8l. 7. ;here are no connection details shown on the architectural plans. 708 MAiN ST, SUITE 202, OREGON CITY, OREGON, 97045, PH 503-655-1342 Mr. Ed Walden Page 2 Jure 27, 1986 The UBC 82 contains a number of requirements which relate to structural connections and are stated as follows: 1 . 1702 infers that connection is required for a member to be a pert of the structural frame. 2. 9303b,' requires the anchorage of roof to walls and columns and of walls and columns to the foundation to resist uplift and sliding forces. 3. 2516m requires a positive connection between hast and beams to insure against uplift and lateral displacement. The correspondence between the City building department, the architect and structural engineer identifies that the connection between the roof and east wall is not shown and or clarification of shown details is required. Then five months' later an alternative roof to wall connection detail with supporting calculations and a statement that no connection is required between the beam and wall is submitted to the City. The correspondence does not address the connection requirements at P-8. Base:i on my experience and generally accepted engineering practices, I feel that connections between roofs and walls, beams and columns are a basic requirement of tt:,? structural frame for a building . Regardless of the forces involved, some type conection should be provided. The plans are somewhat lacking as to the exact details for the particular connection but do inf,r and reference UBC requirements that some type of connection be provided. The subsequent submittal of a connection detail by the structural engineer suggests an omission rias made on the original plans. The comment that no direct connection between beam and column is necessary because of ties through the roof deck is valid provided continuity of this indirect link can be established. It is my opinion that the detail used for connecting the r;;of to the east wall is adequate to transfer the specified code loading between these elements. Tile lack of beam column connection at f-8 is not critical providing the roof deck is securely fastened to the roof joists, blocking and top of wall and that the roof joists and blocking are fastened to the glu-lam beam. In trust this report is sufficient to support your concerns of these structural connections. If there are questions or ac,ditional details are required, do not hesitate to contact me. Sincerely, LEE ENGINEERING, INC. 4-4 4!�. S I+?,i Janes G. Smith Structural Engineer ,JGS:dlj ! wwrlicriun Inspvctintr K Rel.arr.l 1 ,st% i Carlson Testing, Inc. P.O.8nx 23814 r yard.Oregon 97223 lhone(503)684-3460 CP-2353 Joe No._ — REPORT OF IN--PLACE ASPHALTIC CONCRETE DENSITY TESTS City of Tigard _�T--- Mav 5, =986 oar fl, _ , Tigard City Hali/Police Department & Library_ Descr pi on — Class "C" Asphaltic Concrete frcm Oregon Asphalt Rice Density 151.3 Marshall Value .—__ n/a Method of Test_ Nuclear 3411-B --, I our or T E S T l- O C A T 1 0 N t//r _ ' Lift No. In Place Density wo 5-2 1 West Side of Turnaround 1 132.0 87.2 5-2 2 Re-test of Test No. 1 1 135.8 89.8 5-2 3 East Sade of Turnaround 1 135.9 89.8 5-2 4 Re-test of Test No. 3 1 136.3 90.1 5-2 5 Library Parking, 12' fr(w west side & 15' from S. Si e 1 A� 131.6 87.0 5-2 G Re-test of Test No. 5 --_� 1 -- — 134.2 88.7 5-2 7 Library Parking, 45' from North Side & 16' from W. S .de 1 130.9 86.5 5-2 _ 8 Re-te 3t of T_:st No. 7 1 I 135.9 89.8 5-2 9 Library Parking, 66' from West Side & 20' from S. Si e 1 130.8 86.5 5-2 t1lRe-test 0' South of Hall on Entrance Road South Panel 1 135.0 89.7_ 5-2 of Test No. 10 1 .136.1 89.9 5-2 *12 150' South of Hall on Entrance Read North Panel 1 131.6 87.0 Remor6s _ *Test. Ne. 12 Location still hot at time of test ing. - ccr 9tffth7bu-17- artner..sTzip---- — ---- --_ -- _—_-- — �fc.Z`artne�-Jo sori CARLSQN TESTING INC: i I nn rtoo,too,n Itlrr>rnnr K Rr l.rn d 14v, Carlson 'besting, Inc. PO.Bora 23814 Tigard.Oregon 97223 CP-2353 Phone(503)684.3460 ,o6 No. REPORT OF IN—PLACE ASPHALTIC CONCRETE DENSITY TESTS C henr _City of Tigard r May 5, 1986 -- P,,Ieca Tigard City Hall/Police Department & Library De,cr-pr-on _ Class "C" Asphaltic Concrete ficin Oregon Asphalt _-�— P,ice Density _151.3 Marshall Value n—a Method of Test Nuclear out or 116T r E s T L O C • t a O N �— rr„ .o Lift No. In Place Densir/ 5-2 1 West Side of Turnaround 1 1.32.0 87.2 5-2 2 Re-test of Test No. 1 1 135..8 89.8 F5-2 3 East Side of Turnaround 1 135.9 89.8 5-2 4 Re-test of Test No. 3 1 136.3 90.1 5-2 5 Library Parking, 12' from wrest side & 15' from S. S.i e 1 131.6 87.0 5-2 6 Re-test of Test No. 5 1 134.2 88.7 5-2 7 Library Parking, 4"' fran North Side & 16' £ran W. Side 1 130.9 80.5 5-2 8 Re-test of Test No. 7 1 1. 131).9 89.8 5-2 9 Library Parking, 66' from West Side & 20' from S. Side 1 130.8 86.5 5-2 10 50' South of Hall on Entrance Road South Panel 1 135.0 89.2 5-2 11 Re-test of Test No. 10 1 136.1 89.9 5-2 *1.2 150' South of Hall on Entrance Read North Pane]. 1 131.6 Ren,daw, *'Pest No. 12 Location still hot, at time of testing.______ — - — _..__.__� ccc_�n - >a1T b/ Tar`tnersTTp-` ---- _ ------_—r_ artney-J_Fnson qpa !;a N I NO 14 i If 1\ .. o r 5 I a 0 W � 00 col 1 Ln Wco !� LA a � � z w co a� M to u to w " CIS p, m v �a poll y p�q GO Oas w rN-i c t-4 4 ,w U w r n � � r+ d to f� w pt• p Y y el • •• �^�" •�hr AP��o �::. r `'. 'rp„`cid ��py�-�?Mik1 {y�lLr")'" � ,•..,f1�j��:,•e�vrii�A��•" � '.9yC�'�.i�4ti�a .. r1��d; • ' �� � ����"f1F f� r1Al►�r. /' .� rr� ,^. ���'Nj '� Illf� ��� � �•� ' F y AM- rjo •� S ca R1 \ ta ., ' t O N .—, aU V i� cl r) W H Enul 1-4 •! 4 w y r� Gu H u ` cl 44 rn •� I`f t�� 'F U ^ P., O t V i In P-4 w w I ��/ ''• ��' �N w •a � :r , �' ,i�`rr:'sca�ati•:i�d+�r�Sirl�na�+s�orrarkc:L••.•,cra�,aararidS*�rc ---- I° MW CITY OF TIGARD Permit Na. SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or,,ay shown in the accompanying plans and specifications � � �.�l� SIGN LOCATION ADUESS: _�L1��"— ��1 Ila ZONING: NAME OF COMPANY: _ � i !L ( - APPLICANVAGENT: �l`,�L✓I, PROPOSED SIGN: v PERMANENT ( ) FREE41ALLSTANDING (vj (10TEMPORARY (--`� BILLBOARD ) SIGN DINE"NSIONS: p d y ep TOTAL SIGN AREA (Sq. ft.): +• `3 WALL AREA (Sq. ft.): 1'10 HEIGHT (ft): Lxtl- l„ PROJECTION: A IL LUMtNATION: YES ( ) NO (y ) JJ OUPY � c�� N 'L MATU IALS" " 111eh, EXISTING SIGNS: OTHER PERMITS REQUIRED: YES COMMENTS: ------ PLANNING DEPARTMENT All sign permits must be accompan?ed by a Permit Fee: poll iye U scale drawing and plot plan. If work Receipt No. : authorized under a. sign permit has not been Approved By: ~ S _ completed within ninety days after the Date: 77-T73-k-, _ issuance of the permit, the permit shall become null and void. Applicant' s Signature Address - Telephone DAS:bs81 1 C Q 2 U C V I Cr �'c_i�7-,w J f New ccT � �y I, i I I i ! I �7 N I Z -v 0 'N N � R- i I � NECEIVED Construction Inspection&Related Tests Carlson Tesxing, Inc. J 1 24 19 P.,h _TY nE_ me P.O.Box 23814 Tigard,Oregon 97223 Phone(503)684-3460 1" "a. CP-2353 REPORT OF IN-PLACE SOIL DENSITY TESTS January 22, 1986 C I gent City of Tigard — Project Tigard City Hall/Police Dept. & Library Soil Description 3/4"-0 Rock from Progress Max. Dry Density 1.20.0 _.. lbs./cu. ft. Optimum Moisture `3.6 % Method of Test Nuclea.- 3411-13 '% ; o.r[ or r[[r T E 5 T LOCATION [Ltv. urr osr[L0 1N-PLACE Of N31Tv w[ ILJ[./cu. rT.l r[[J No rT. N0. tTruPAC� T 1-2.1 l West End of Parking Lot In Front of L ibrary car.aci ( !). 8 126.7 i 19.7 99.6 1-21 2 East Eric] of Parking Lot Jr. Front of Library 5.4 122.3 116.0 96.7 1-21 3 Main Driveway 50' from hall Blvd. 7.4 126.0 117.3 97.8 1-21 4 Main Driveway 175' from HFill Blvd. 7.5 126.0 117.3 97.8 1 21 5 Lot North of Circle 6.4 126.6 119.0 99.2 r Remarks *Although compaction tests meet requirements on the rock, the subgrade appeared fairly unstable. - cc: _S r.i th Dull Partner r is r p -- -- `McCartney-Johnson — CAPISON TESTING; INC �..NI-DL.HUC. JLk U IV�... P U BOK 189 • TUALATIN, OR .7062 WAREHOUSE d OFFICE 16755 S W 72ND • TIGARD OR 97227 January 13, 1986 (503) 620- 906 McCartney Johnson P.0, Box 1(35 f i Clackamas, OR. 17015 r Gentlemen, Per your request we did inspection of public building only. We feel at the time of inspection of the gyp sheating was thoroughly saturated and was unfit t.o apply R-Wall. We suggested that heat be applied and after dry out, we were of the opirion that the areas we ase now covering are suitable for installation or' R-Wall. anis letter is specifically directed for East Wall of Police Building only, Sincerely, -�e ' tp u Jerry Mcee CASCADE ACOUSTICS, INC. JM`pl Y ACOUSTICA_ PRODUCTS WAJ_LBOARD INSULATION FLASTER Construction Insperfion&Related Tests Carlson 'T'esting, Inc. 2 x 4 MWVAR r.U.Box 2304 REPORT OFTigard,Oregon 97223_ _ _ _TEST SPECIMENS Phone(503)684-3460 Date Mold,od. ---12-13 14 8, CP-2353 Permit No. Job No. city of Tigard Chant: --, — --- ----- -- Tigard City Hall/Police Dept. & Library Address: —_ Tigard, Oregon - 1 McCartney-Johnson Sub C-,ntractor: _--- Contractor. _ __ — I Concrete Supplier: Job Mix Truck No —M _ Tiske�No. _.. Cas, By: R. O'Connor Test Time: Load No. T 5uru,y � 41� 25 i Weather: _ Temp. High: _ Temp. Low: Nort1i side of Police station 4' high. Location of Plnc--,ent: —� - --- Cu. Yas. Concrete Temp:-- Strength Requirement: 750 _PSI ®28 _days Slump Cement Type— send Mix No./No. Socks ,.__ -- Air Content____ Mcx. Aggregate_ Admix. Amount: Brand: Admix. Amount: Brand: J Set Test® Register Date Date Unit Total s Unit Report No. Das Number Recd_ Test_ W►. Load ren PSI No. 7 1142 12.-14 12-20 � 3.14 3,480.5 1110 34 2.8 11.42 12-14 1-10 -- 5,655.7 3.14 180C 'In- 28 In-28 1142 _ 12-1.4 1-10 3.14 - - —� 5,495.1 _ 1750 40 _ i cc: Smith/Dull Partnership Remarks: .__._,_ -- Construction inspection&Related Test., t "Wison "resting, Inc. r i 'A�(PAFt P.O Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97223Phone(503)884.3460 12-13 85 CP-2353 Permit No. Dote Mnlded: ' 19 Job No. . — CbPr,t City of 'rigard Tigard City Hall./Police Dept. & Library Address TFigardt Oregon— — — `-- ---- ---- McCartney-Jctuison Contrnc.tor: _. Sub Contractor. Cor..,etc S,ipplier: - Job Mix _ Truck No. __._— Ticket No. Cast By: B. O'Conner Tes!Time: _—_ — Load No. Silltry 45 2r� Weather: .__ _ - Temp. Nigh: _--_,_.— Temp. I ow. _ [North side of Malice station 4' high. Locnhon of Pincement: Cu. Yds. — Concrete Temp: Strength Requirement: —_ 750 —PSI a_28 _days Slump Ccment Type Mix No./No. Socks_ _ _— Air Content.-------.— Max. Aggregate..__sand_—_d —__- Admix. Amount:------ Brand: .---__ Admix. Amount _ Brand: _ Set Test® Register Date Date _ Unit Total Unit Report No. Days Number R_ec'd Test Wt. load Area PSI No.— 7 1142 12-14 12-20 3.14 3,480.5 1110 34 _ 28 1142 12-14 1-10 — 3.14 — _ f 28 1142 12-14 1-10 — 3.14 cc: Smi-th/Dull Partnership Remarks: SMITH/DULL PARTNERSHIP LETTER OF TRANSMITTAL-- 20915 S.W. 105th JOB NO ------ TUALATIN. OR 97062 _____ Dec-e-flb i.,__ 12 1985 ATTENTION 5 (503) 692-6065 RE Ed Walden -- --- ---- -- - Ti and Civic Centre City of Tigard 1 P.O. Box 23397 ---- --- — ------ Tigard, Oregon 97223 ----� ----�--------�-- - -WE ARE SENDING YOU the following: FXJ Attached [] Under separate cover via — ❑ Shop Drawings ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Prints [ ] Plans ❑ samples ❑ _ -__- -_-_ — ___- __— __ COPIES DATE NUMBER DESCRIPTION 1 12/5/85 _ Letter from KPFF Consulting Er�ineers, Dan Stocker regarding CMU grout break of 1720 PSI at 28 days. THESE TRANSM!SSIi�NS A9E: [� For your approval L] Approved as submitted ❑ Resubmit with copies for appy oval ® For your use ❑ Approved as noted ❑ Submit _ copies for distribution ❑ As per your request ❑ Corrections noted ❑ Return —corrected prints ❑ For your review and eommen1W ❑ _ ❑ FOR BIDS DUE _--____t9 _ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: co,TO: Bob Jean, file SIGNATURE: MAP ". MILT 1035 EAST STATE ST. ATNEN5 OHIO 4.101 To AoorAM,Coll TGII-069 I-S00-5M-1172 Ir ENCI..OSURES ARE NOT AS DESCRIBED,PLEASE NOTIFY US IMMEDIATELY J 1 U111VURN Constntction Inspe.•r.':ro&Related Tcsrs Carh;on Testing, Inc. P.O.Box 23814 2 X 4 MOf�`�AR Tigard,Oregon 97223 REPORT OF TEST:iPECIMEN$ Phone(503)684-3460 Date Molded: _ 11-12 _ IS 85 __. Jot, No. .-(-'1-'-2353-.-- Permit NO. Client; City of Tigard Pfojert• _Tigard City [fall/Police Dept. 6 Library —_ -- ----_---- .__-_--_-- Address: _ ji aLJL Oreqon_ .--- ---- -- - - - _ ---- Contractor: —McCartney-jotuison - Sub Contractor. Concrete Supplier: ---Job Nix —_ _— � Truck No. -_ Ticket No. Cast By: (`7. Taber[ - Test Time: load No. Clear 40 25 Weather: Temp. High: 'emp. Low: Police building west «11 (venw_.-_r. ) Location of Plnceme•�t: ----Cu. Yds. .__ -_Concrete Temp: _ Strength Requirement: _ 750 PSI �, _��_--daysSlump —. Cement Type Mix No./No. Socks Air Content^_— Max. Aggregate sand Admix. Amcvnh Brand -_._. Admix. Amount: Brand: Set Test® Register Bate Date _ Unit - Total �- - Unit Report No. Days Number Recd Test Wt. load fea` PSI No. —_ 7 1134 12-13 12-1� _ 2,373.0 3.14 700 33 _ 2P 1134 12•-13 1 1-9 3.1.4 ---- 28 11.34 1.2-•13 1-9 ------ - 3.14 —1 ___- i I Remarks: _—_c` . _ Smith/Dull Partnership r.:.ney Johnson on a� s1a Construction/nsncrtiun&Related Trsts Carlson Testing, Inc. 2 X 4 MORTAR P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)6&1-3460 Doto,Molded: _ 12-12 _ 19 85 Job No. CP-2353 Permit No. Client: Ci ty of Tigard protect: _ Tigard City Halt/Police Dept. & Library Address: _ 'Tigard, Oregon Contractor: McCartneY-Jo hrison Sub Contractor: Concrete Supplier: Job Mix Truck No._ Ticket No. Cast By; Mt Tabrt Test Time: _ Load No. Weather: Clear 40 --r_ 25 =- -- — Temp. High: Temp. Low: __—_ _ Location of Placement: _lice building west wall (veneer) —_ — — -- Cu. Yds._ Concrete Temp: Strength Requirement: 750 —PSI ®-2-8 --da sSlum Y P— Cement Type M x No./No. Socks— Air Content Mox. Aggregate Sand Admix. Amount: Brand: -_ Admix. Amount:_ Brand: Set Test a Register Dcte Date Uni' Total Unit Report— No. Doys Number Recd Test— Wt Load Area PSI No. 7 — 1134 12_13 12-19 2,373.0 3.14 760 33 _ 28 1134 12•_13 1-9_ - _ 3,737.5 3.14 _.1190 �39 28 1134 12-13 1-9 _ ^� --- — 3 642.4 3.14 1160 ?9 I Remarks: `=c_ Smith/Cull Partnership ----- K-f-'artney Johnsion -- —— RAW Construction/ns1werion K h /atcJ lists Carlson Testing, Inc. 2 X 4 MORTAR P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oreq,rt97223 — — - '— Phone(503)684-3460 Date Molded: _ 12-11 19_85 Job No. CP-2353 Client: — City of Tigard —,— ---_ --- ------- - -- Project: Tigard /:it.y Hall/Police Dept. & Library Address: ! Tigard, Oregon -- --_ —' -- Contractor: ._ McCartney—Johnson !-- _ — Sub Contractor: Concrete Supplier: —.Job Mix Truck No. _�— Ticket No. Cost By: M. 'rabert Test Time: —__ _ Load No. _ Clear 40 30 Weather: i-- _ Temp. High: Temp. Low: Police building north wall. Location of Placement: —_— — Cu, Yds. _Concrete Temp: . Strength Requirement: 750 PSI 0.18 days Slunip.----..Cement Type Mix No./No. Sacks Air Content— _ . Max. AggrWate—s='and Admix. Amount: _ _ Brand: _ _ Admix. Amount: Brand: Inst set Set Test a — R%-ter Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 1113 12-12 12-18 2,' 31.2 3.14 810 32 28 :113 — 1%--12 1-8 I 3,658.9 1 3.14 — 1170 38 28 1113 12-12 1-8 3,580.1- 3.14 1140 38 r_c: Smith/Dull Partne_rb.A_,' Remarks: an s� ■ .� tbnttruction L-Pection A Ref.ife l l"arlso►n 'resting, Inc. 2 X 4 AWAR P.O Box 23814 REPORT OFTEST SPECIMENS Tigard,Oregon 97223 __—.__—. `- —___-----_-- ----- Phone(503)684 3460 Date Molded: -_ 12-11 _ 19. 85 Job No. CP-2353 - CLP t: City of Tigard Project: 'Ii-ird City Nall/Police Dept. b Library —__ - ---- -- Tigard, Oregon Address: __-- Contractor: - McCartney—Johnsan Y—_ —_ Sub Contructor __- Concrete Supplier: lob Mix _ Truck No. Tickpt No Cast Br� M. Tabert _ Test Time: —_— Load No. �. C1(-tdr 40 30 Weather: _ __— Temp. High: ` Temp. low: Police building nortli wall. Location of Placement: Cu. Yds, Concrete Temp: Strength Requirement: 750 PSI a 28 _daysSlump Cement Type Vir No./No. Sacks.—_ __ Air Content _— _—__—_--._-- Max. Aggregate—sand Admin. Amount: __— Brand: — Admix. Amount: Brand: Fcc18t set— Set Test a Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. 1113 12-12 12-18 2,531.2 3.14__J 810 32 28 — 1.2-12 1-8 T — 3.14 1.113 � r.8 1113 12-12 1-8 I � 3.14 cc 5mit!t/Dull Partnersi ip am � Construction/nspcstiiun&Rchtrd nv, Caren Testing, hic. 2 x a McI,rCAIt PC Box 23814 REPORT Of TEST SPECIMENS hon,-,Oregon4-34ro! ._ ---------____.�-- --_._--- — PhJne(503)6Et4-34fn Date Molded: 12-10--__ 19—85CP-2353 — lob No _ c-bent: City of Tigard Project 'Cigard City Hall/Police Dept. & Library Address _---_'rigardr Ckegw Contractor __ McCartney-JoMsw Sub Contractor: — Concrete Supplier: Job Mix —_—�---- -_T -- Truck No. Ticket No. Cost B S. Jordan Test Time: —_._-_ __- Load No. --- C-1P 11 r 40 30 Weather. Temp. High: _- Temp. low: _— —�— Police Station, brick veener w 3' - 6" elev. East ill. Location of Placement __—�—, --- — -- --------- Cu. Yds. Concrete Temp: Strength Requirement: _— 75f1 --,__-- 'SI a - 28 _— daysSlurnp _, —Cement Type Type nN" sand Mix No.INo. Socks__--__ Air Content -- Max. Aggregate Color Red Stay Bright Admix. Amount: _!_ _ Brand: __---e— Admix. Amount: — Brand: Set Test a 'Register Date Date Unit Total Area Unit Report I No. Days Number Recd Test _ Wt. Load— PSI No__ 7 1110 12-11 15-13.14 4,511..8 1440 3] 28 1110 12-1.1 1-7 _ I ---- — 3.14 -- -� --- 28 MO 0 11-11 1-7 a Smith/Dull. Partnership Remarks: .—_ cCert�4=Son-- ------- ----- -- ------ I part-imin nrt-_l_1/2-Par-t.I i111e,-3 nd_ --.... --- ('nnstnfrr nn/,../xrtiun 1C Kelarcd list. Carlson Testings Inc. 2 X 4 MORTAR P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684.3460 12-10 85 CP-2353 Date Molded: —_ 19 Job No. Client: City of Tigard Project: Tigard City `fall/Police Dept. l; Library Address: rigard, Oregon Contractor _-- McCartney—Johnson . Sub Contractor. Concrete Supplier: Job Mix -- _ Truck No. Ticket No. Cast B S. Jordan By: -- _ Test Time: _ _ Load No. Clear — 40 30 Weather: __— --_ Temp. High: Temp. Low: ---- Police _Police Station, brick veener to 3' - 6" elev. east wall. t.ocation of Placement: _— —� Cu. Yds. _--_—_,—.Concrete Temp: Strength Requirement: 750 —__— PSI ®_20 days Slump Cement Type 3. .r N.. Mix No./No. Socks _- Air Content Max. Aggregutr. sand Admix. Amount: -- — Brand: Admix. Amount: Color Red grand: Stay 13rlght Set Test® RegisterDate Date Unit Total Area Unit Report No. Days Number _Reed Test Wt. load _ _ PSI No. _ 7 1-110 12-11 12-17 3.14 -- _ 4,511.8 1440 31 28 1110 12-11 1-7 3.14 __�___ _ •— _ _ —__ 7,158.9 2240 37 28 1110 712-11 7,033.6 I 2240 37 cc: Smith/Du1_1 Partner 'rid Remarks: _.--MCCarrtn ?OhLL91]CL---- -- --- -- A—parL•rYnent, 1 112 part 1 in)a 30 s1=Pla nd —_ ML w w s Construction Inspection&Related Icsts Carlson Testing, Inc. -- P.O.`:fix 23814 2 X 4 MCf2TAR REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684.3460 12-9 85CP-2353 Dote Molded: —__, 19 _ Job No. —� Client: City of Tigard -- --- - -- --- --------- Tigard City Hall/Eblice Dept. b L4-brary Project: — Address: — Tigard, Oregon Contractor: WCartney--Jotuison — Sub Contractor: Concrete Svpplier: Job Mix _ Truck No. Ticket No, Cast By: S. JorAAT. Test Time: ____ Load No. -- Clear. 50 � 40 Weather: Temp. High: Temp. low: Police Station, brick ve-ener to 3' - 6^ elev. east wall. Location of Placement: --. --- — _—Cu. Yds. _ Concrete Temp: _ Strength Requirement: 750 _PSI ®_28 days Slump Fluid Cement Type I—II _— Mix No./Nc Socks_�I� NN' Air Content—_ Max. Aggregate swid�--- Admix. -Admix. Amount: Brand: _ Admix. Amou i,, Color Red Brand. Stay Bright Set Test® Register Date Date UnI -- Tctal Area Unit Report No. Days Number Recd Test Wt. — Lo+.d _— PSI_ No.— 7 1082 12-10 12-16 3,698.0 3.14 11-80 29 28 1082 12-10 1-6 4,409.8 3.14 1400 35 - 28 1082 12-10 1-6 3.14 4,':,84."i 1460 35 cc: Smith/Dull Partnership Remor4s: ._ - -- — - ------- —..� t Q t ] i1-9E�9dei9sand. --- ----- �w Construction Insprctinn&Related 7csts Carlson Testing, Inc. 6 x 12 C(MRME P.O.Box 23914 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 12-q 85 CP-2353 Date Molded: —_�_�--, 19 — Job No. — —_ Client: City of Tigard ------- — ---—.- — -- _._. __-- Project: Tigard City Nall/Police Dept. & Library Address: S.W. Nall Blvd. Tigard �— — -- -- ---- ------------—__ — Contractor: — McCartiey & John.-on --_—__ Sub Contractor: _- — Ross Island 28 A-1-43508 Concrete Supplier: _ Truck No. — Ticket No. Cast By: S. Jordan _ Test Time: —_ _ ',and No. 1 Sunny 50 40 Weather: _--_—_ —_ Temp. Nigh: I-- -- ',emp. Low: __— Sidewaik: front estray to l.ihrary & north enter,( Lo police station. Location of Placement: -- - — $ 58 ---- _ — Cu. Yds. —.� Concrete Temp: __ . AI Strength Requirement: 3000 Y PSI ®_'z$ —_days Slump_ Cement Type I Mix No./No. Sacks nix #3010B Air Content—__ _. Max. Aggregate— 3/4" Admix. Amount: _—_ Brand: — — Admix. Amount: —_ Brand: — Set —Test a Register Date Date Unit Total Area I Unit Report No. Days Number P.ec'd Tost_ Wt. Load _PSI No. I 7 1082 12-10 12-16 — 79,457 28.27 2810 30 — 29 1082 12-10 1-6 109,730 28.27_ 3_880 36 28 1.082 12-10 1--6 - 108,762 28.27 3850 36 cc': SYnith/Dull Partnexshlp Remarks: INKA Construction Insix-tine&Rchted 7'r.r, Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OFTEST SPEUMENS Tigard,Oregon 97223 Phone(503)684-346G 12-; 85 C,P-2353 Date Molded: 19 - - - job N.. --.-.-_-__-- -- Clien+ _. City Of Tigard Project: Tigard City Hall/Police Dept. & Library Address: S.W. Hall Blvd. Tigard Contractor: _ McCartney b Johnson _ Sub Controctor: Concrete Supplier: _-_ Moss Is].�nt� A—_— —_ Truck No.28 Ticket No. _. A-1-43508 Cost By: S. JOrr_'3n _ Test Time: locd No. 1 Sunny SC 40 Weather: __-- Temp. High: _ -- ramp. low: Sid(-walk: front entray to library b north entery to lx)lice station. h..ation of Placemert: f -- ------ ---- ---, Cu. Yd% ---_.— Concrete Temp: a Strenbth t,equiremer,t: 3000 28 4PSI ti days Slump __ Cement Type . I __ Mix No./No. Sacks Mix #3010B — Air Content— _ Max. Aggregate -- 3/4" Adn•.x. Amount: — —. Brand: _--_ Aumix. Amount: Bronc: Set Test Register Date Date Unit Total Area Unit Report No. DaysNumber Recd_ Test Wt. Load PSI Nc, 1 7 — 1082 , 12-100 12-16 79,457 28.27 2810 30 28 1082 12-10 1-6 28.27 -- - 28 1082 12-10 1-6 I 28.27 act; Smith/Dull Partnership Remaks: ----- ---_�.-------- --__.._.—-- ,� "y M Consfruction Insptarion&Related Tests Carlson T'esfing, .Inc. X 4 MOR'"AR VO.80.•23814 REPORT OF �— TES1 SPECIMENS Tigard,Oregon 97223 (503'1581-34611 Date Molded: 12-9 19. 85 _ Job No. CP-2353-- Client: Ci;.y of Tigard Project: Tigard City Hall/Police Dept. & Library Address: -----Tigard, Oregon _-- - --- -----_—.----_—_-- Contractor: .._-_ McCartney-Johnson Sub Contractor. Concrete Supplier _ Job Mix Truck No. Ticket No. Cost B S. Jordna By. � _ Test Time: _ food No. _ "leer 50 40 Weather: — _.— Temp. Hig,t: —_ Temp. I.ow; Police Station, brick veener to 31 - 6" a-l.ev. east wall. Location of Placement: _ _ Cu. Yds. Concrete Temp: Strength Requirement: - —750 PSI a 28 days Slump Fluid— __ Cement Type I—II _ Mix No./No. Socks I� A83ndir Content —T_ Max. Aggregate Admix. Amount: - Brand: _ Admix Amount. color Rel Brand: Stay Bright ^Set Test re Register Date Date Unit fatal — Unit p Area t Report No. Days Number _Rec'd Test ^Wt— — lcod PSI No. 7 1082 12-10 12-16 314 ----- -- I - -- --- 3,698.0 . _ I 1180 . 1.8 1082 1 12-10 1-6 3,1.4 28 1082 11'-10 1-6 3.14 cc: Smith/Dull partnershipRemarks: =vW-7 1 17Z2 34) F9hOVt--lq FM RECEIVED kff U t_U ;, l:' SMITH/DULL FART. consulting engineers December 5, 1965 Kc. Norm Dull SMITII/DULL PARTNERSHIP 209i5 SW 1()5tt: Tu ']_atir , GR 91062 RE: Tigard Civic Center Tigard, Oregon Dear Norm: We have reviewer the low CMD grout break of 1720 PSI at 28 days, Our ac—alceptable. sheet P5, attached, indicates that this lower strength i, a��ceptabl�. Please call if you I10',(e a"v further questions, V0-1'y truly yours, DWS:nbc ATT 421 s w 6th avenue, suite 911. portland, or 97204 (503) 227-3251 anchorage los angeles portland seattle CITY OF TIGARt` NOTICE OF DF_CTSiON _• - -- 511K DEVELOPMENT REVTFW SDR 29-84A APPLICAT"ION: A request by the City of Tigard to amend the approval issued on Octcber 18, 1.985 which deleted conditions 3 and 5 and modUied conditions 6, 7, and 8 whi,:h were attached to the approval of SDR 119•-84 on February 7, 1.985. Th,- property is zoned CBD and is located 200 feet south of SW Burnham on the wast side of Hall Blvd. (Wash, Co. Tax Map 2S1 2DA "akv Lot 400). The findings and conclusions ren which the Director based his d-O s-nn Ar•e as noted below: DECISION, Notice is hereby given that the Planning Director 'u— the City of Tigard shas APPROVED the above described application subject ko certain conditions. The findings and conclusions on which the Director based his decision arra as noted below. A. FI:NDTNG Of- FACT 1 . Background On October 18, 1985 the Director of Planning and Development deleted Conditions 3 and 5 and modified Conditions 6, 7, and P which were attached to the approval of SDR 29--84. On February 7, 1985 the Director of Community Development approved a Site Design R(!vi.ew and Minor Land Partition application with conditions . On March 11, 1985,. the City of Tigard Hearings Officer approved a Sensitive Lands Permit request with conditions. the Sensitive Lands Permit allowed Oe placement of approximately 76 cubic yards of fill. within the 100 year floodplain of Fanno Creek . 2. Vicinity Tnformation The property is located on the west side of Hall Blvd. and north of Farina Creek. All the adjacent properties or the. west side of the street are also zoned CBD and are rartially developed. The land east of Hail Blvd. is zoned I-I. (Light Tndustrial) I -t. (Light Industrial) is used by a bus company. 3 . Site Tr7Formation and Proposal Description Const.rui.ti.rjr, of thu new Civic Centrar faci.l.i.ty is currently underwoij . They corntracLor p.stimates ths-! project will be completed in late. January of 1986. The Ci.t.y is attempting to form an L.I .0. for street impr•overnearit.q along Hall Blvd. Assuming the L.I.D. i's formed, the: strout, improvements would bre completed in the spring of 1986. To accommodal.o the timing of Lhe I-t.D. , some of l.l•ie original conditions attached to the approval of the Site Design Review have been modifi.pd, In the event. that t.hra L. T.D. is riot Formed, howovcr, there sh(.All.d bu some assurance, that. the requi r-od str•rartt improvpmpnts will be installed. N01 ](I OI I)W,1510N - SDR 29 94A PAGI. 1 4 . Agency and NPU Comments The City of liga-d Fngineering Division has expressed concern that the City have some kind of assurance that the street improvements will be installed, B ANALYSIS AND CONCLUSION Che L.L.D. , as proposed, plans for SW Hal] Blvd. to be improved on both sides f-nm ;.W Burnham south to SW O'Mara Street. al; at once instead of in a piecemeal fashion Fs development occurs. Constructing the improvements as one project is beneficial to the community as a whole because piecemeal street improvements can be detrimental to the overall. traffic circulation system. The street improvements are required and just.ificd therefore, should the L.I.D. not be formed. T'he City wi.l.] still be responsible for constructing the required improvements. A condition shoul.d be addad to require a 1.00% performance kond and approval of construction plans by the City' s Engineering Division should the L.I.D, not be formed. C. DECISION T'he Planning Director- adds a condition tr, the approval granted can October 18, 1985 to SDR 2.9-84 and MI-P 4-84 as follows . If an L.I.O. is riot formed fur street improvements to SW Hall grid Burnham prior to Occupancy Permits, a 100% performance bond for the cost of the improvements shall be filed with the City' s Engineering Division prior- to Or_r_Upancy Permits along with an approved set of public: improvement onstructirin plans . This approval is valid if exerr:ised within one year, or tl•ie final decision d-,ete noted below. D PROCEDURr 1 . Notice: Notice oui published i.ra the newspaper, posted at Cit % Hall and mailed to: xxx „ The applicant, & owners i X _ Owners of record within the required distance _ xxx _ The affected Neighborhood Plaiening Organization Affected governmental agane h!s 2 . Final Decision: 1141- DECISION SHALL fir r.lrvil. ON 1.1./12/85 at 2: 30 P.M. UNLF"SS AN APPEAL IS FILED. I10l11:1 Of OFCLSAON SDR 29-84A PACE 2 �r. 3 . Anneal: Any party to the deci.s;nn may appeal this decision in accordance with Section 18..32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and se.it. The deadline for filing of an appeal is 2:30 P.M. 11/12/85 Questions: If y,.)u have any questions, please, call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 972.23. 639•--4171 , The Planner RESPONSIBLE FOR PREPARING this report: Elizabeth A. New n, Senior Planner Dat6 Sued WHA iam A. Monahan, Oirector of Planning 6 Development DATE APPROVED (VAN:bs/'1.04 7P) 1 VN wool* Si N011(.1 01 111:1:�1ON !--D1r 29 040 1'A(.,! l >� INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 9722.3 � Phone: 6394171 I Type of Inspection Time, Date Fleguested A.M. p.M. Permit # Address _._ — � Lot #_ Ovtmer BuilderIng _ �e�e�iararg-raq�h�A"ta"1�'corrected � JI � I I — Approved Presented to IL Disapproved Inspector _ -----�—=� Onto CALL FOR REINSPECTION I [_] YES -n NO CITY OF TIGARD NOTICE OF DECISION SITE DEVEt'.OPMENT REVIEW SDR 29-84 APPLICATION: A request by the City of Tigard to delete Conditions 3 and F and modify Conditions 6, 7 and 8 w'n;ch were attached to the approval of a site design review to allow construci.iun of a new City Hall, Library and Police Department, The property is zoned CBD and is located 200 feNt south of SW Burnham on the west side of Hall Blvd. (Wash. Co. Tax Map 2S1 2DA Tax Lot 400) . The findings and conclusions on which the Director based his decision are as noted below: D_ErTSION_: Notice is hereby given that the Planning Director for the City of Tigard— has APPROVED the above described application subject to certain conditions. The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT 1 . Background On February 7, 1985 the Director of Planning anti Development aipproved a .,+te Design Review and Minor Land Partition application with conditic;n<< . On Mar(h 11, 1985, the City of Tigard Hearings Officer «pp, ,,ved a Sensitive Lands Permit request with condi.tirns . The Sensitive Lands Permit allowed the placement of approximatf,1,v 76 cubic yards of fill within the 100 year floodplain of Fanno Creek. 2. Vicinity Information The property is located on the west side of Hall Blvd . and north of Fanno Creek , All the adjacent: properties on the west side of the street are also zoned CBD and are partially developed. 'The land east of Hall Blvd. is zoned I—L (Light Industrial) I—L (Light Industrial) and is used by a bus company. 3. Site Infarmation and Proposal Description Construction of the new Civic Center facility is currently underway . The contractor estimates the project will be completed in late January of 1986. The City is attempting to form an L,I.D. for street improvements along Hall Blvd. Assuming the L.I.D. is foriiied, the street improvements would be completed in the spring of 1986. 1'o accomodate the timing of the 1 . I.0. , sone of the original conditions attached to the approval of the Site Design Review need to be modified. 4 . Agency and NPO Comments No comments have been received regarding this proposal . NOTICE OF DECISION -- SDR 29--84 — PAGE 1 �■ w B, ANALYSIS AND CONCLUSION Fhe L.I.D. , as proposed, plans for SW Nall Blvd. to be improved on both sides from SW Burnham south to SW O'Mara Street all. at once instead of in a piecemeal fashion as development occurs. Constructing the improvements as one project is beneficial to the community as a whole because piecemeal street impruvements can be .ietrimental to the overall traffic circulation system. C. DECISION The Planning Director modifies the conditions attached to ths± approval of SDR 29-84 and MLP 4-84 as follows: 1. DELETE Condition #3 which reads: 3. Five (5) sets of pla•i-profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by ,a Registered Professional Civil Engineer , detailing all proposed !public improvements shall by submitted to 'che Engineering Section for approval." 2. DELETE Condition p5 which reads: "5. Construction of proposed public improvements shall not commence VroIJ.l after the Engineering Section has approved public '.mprovemrint plans. The Section may require posting of a 100% Performance Bond and the pmymnnt of a sign installation/streetlight fee. Also, the execution of a state street opening permit shall occur prior to, or concurrently with ':he acknowledgment of City--approved public improvement plans. " J . MODIFY Condition N6 to read: "6. Additional right -of-way shall be dedicated to the public along the Nall Blvd. frontage to :ncreaso the right-of-away to 45 feet S`rom centerline. The &&script•ion for said dRdic,etion shall be tied to the right--of-way centerline as established by the City of Tigard. The dediC7Ation document shall. he on City forms and approved by the Engineering Section prior to the issuance of Occupancy Permits." 4. MODIFY Condition p7 to read: "7. Joint use and maintenance agreements shall be executed and recorded on City standard forms for all common driveways. Sai.d agreements shall. be referenced an and become part of all applicable parcel deeds. Said agreement shall be approved oy the Engineering Section prior to issuanc^a of the Occupancy Permits ." NOTICE OF DECISION ­ SDR 29-84 - PAGE 2 KWWARMINM 5. MODIFY Condition pe to read: "e. An amended site plan shall be submitted for approval of the Planning Director prior to approval of Occupancy Permits which includes the following: a. A minimum of 54 standard parking spaces (9 x 18 feet) , The remaining spaces may be. designated for, compa.r_ts (8-1/2 x 15 feet) . b. A mini.mur,i of 5 secure bicycle rack spaces located near the main entrance. The rack location and design shall also be approved by the Director." This approval is valid if exercised within one year of the final decisiati date noted below. D. PROCF.DIIRE 1 . Notice: Notice was publishvI in the newspaper, posted at City Hall. and mailed to: XXXThe applicant w owners XXX v Owners of record within the required distance - XXX The affected Noighborhood Planning Organization XXX Affected governmental agencies 2. Final Decision: THE DECISION SHALL HE FINA!. ON October 28, 1985 UNLESS AN APPEAL. IS FILED. -_- 3 . Appeal.: Any party to the decision may appeal this decision in accordance with Section 19.32.290(A) and Section 18 .32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The dpad? ine for filing of an appeal is 4:30 P.M. 10/28/85 4. Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171 . --/.r-- October SBz 1.985 Vl liiam A. Monahan, Director of Planning & Development DATE APPROVED (KS(-:br/2012P) NOTICE OF DECISION - SDR 29--84 - PAGE 3 Construction Insertion&Related Tests Carson Testing, Inc. 4 x 4 x 8 GROUT P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223Phone(503)6U-3460 Dote Molded: 1U-2 , 19 �� Job No. CP-2353 Client; City of Tigard Tigard City Hall/Police Dept. & Library Address. _ S.W. Hall Blvd. , Tigard, Oregon _ — -- McCartney Johnson Contractor: _ Sub Contractor: Concrete Supplier: United Concrete Truck No. Ticket No. Cast By: H. Payson Test Time: — load No. _. Cloudy 70, 45 Weather: _ Temp. High: ^. Temp. low: ,v _ Final lift on 6" walls. Location of Placement: Cu. Yds. _ Concrete Temp: _ S.rength Requirement; __ 2000 0Sl ® 28 _days Slump Cement Type Mix No./No. Sacks Mix 4 2000 Air Content. Max. Aggregate Pea Gravel �^ Admix Amount: _ Brand: _ Admix. Amount: Brand: _ Set T Test® Register Date Date Unit Total i� Area Unit Report! yNo. Days _ Number _Rec'd Test Wt. -, load PSI No. ^1 2790 10-3 10-9 20,526 15 sq' 1280 22 ;13 2791 10-3 10-30 16 sq' --` 28 2792 10-3 10-30 -- ---- 16 sq' -- ----- cc: Smith,'Oull Partnership Remarks: � tt Construction/nairectiun K-Related lista Carlson Testing, Inc. 4 x 4 x H GROtA Ro.Box 23814 REPORT OF V TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684.3460 Date Molded: — 10-2 19 85CP-2353 Job No. —___--- Client: City of Tigard Project: _ Tigard City Hall/Police Dept. & Library —R Address: _ S.W._Hall Blvd. Tigard, Oregon _ Contractor: _— McCartney Johnson - Sub Contractor: Concrete Supplier: art i ted Concrete Truck No. _� Ticket No. Caste H. Payson ---- --- --- By: — Test Time: Load No. Cloudy — 70 — 45 Weather: _ Temp. High: _ Temp. Lo Final lift, on 6" walls. — Location of Placement: � --- _— _ Cu. Yds. _Concrete Temp: „ Strength Requirement: "'100_-----PSI 0 28_. days Slump .Gement Tyke 2 Mix No./No. Sacks Mix # 2000 — Air ContestPea Gravel Max. Aggregn e Admix. Amount: Brand: -_ Admix. Amount: Brand: Set Test® Register DateDate Unit Total Unit Reports No. Days _ Number Recd Test Wt. _ Lood Area PSI No. -----+--1 - 1 2190 1.0-3 10-'J � � 16 sq' -- __--. 20,_,26 12.80 22 - j28 2191 10-1 10-30 36,979 16 sq' 2310 28 l_792 10-3--- — —36,301 J-1j5—Es-q2270 28 — cc: Smith/Dull Partnership Remarks: =__-ncc6aint44P�15�_ � a Conrtruc[ion Inapeedim&Related T«r+ Carlson Testing, Inc. 4 x 4 x 8 GROUT P.O Box 23814Tigard,Oregon 97223 REPORT OF _ TEST SPECIMENS Phone(503)684-3460 Dote Molded: 9-26 _ 19 85 lob No. =P-2353 Client: City of i i gdrd �� -- ------ ---- ------- --- - Project: Tigard City Hall/Police Dept. & Library_ Address: S.W. Hall Blvd. , Tigard, Oregon Contractor: _ _ Sub Contractor: Concrete Supplier: United Concrete Truck No. Ticket No. Cast By: _ C.D. Brown Tost Time:8: 15 _. load No. , Sunny 80 45 Weather: _ _� Temp. High: _ _ Temp. low: Iecond 1' lift of CMU walls at Police station. Location of Placement: 58 Cu. Cu. Yds. _—_-_—__-Concrete Temp: Strength Requirement: 2000 —� PSI 0 28 . Joys Slump_. —__-_ Cement Type I Mix No./No. Socks Mix 0 2000 — Air C.or.-ent _ - Mox. Aggregate. Pea Gravy 1 _ Admix. Amount: Brand: ._ Admix. Amnunt: �— _ Brand: _.. Set Test® Register T Date Date Unit Total —T Area Uni; Report _Ho. L ,ys _ Number Recd Test Wt. load — PSI No. 7 2540 9-27 10-3 44,375 16 sq" 2770 19 28 2541 9-27 10-24 80,624 16 sq" 5040 27 28 2542 i 9-27 10-24 78,560 16 Sq" 4910 27 --- Remarks: cc: Smith/Dull Partnership �McCaT"1`Tfl?y- on --- s 4vs >! Constnictinn Inspection&Rebted Trsr, Carlson Testing, Inc. 4 x 4 x 8 GROUT P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 _ Phone(503)684-346o Date Molded: -9-26 19 85 lob No. CP-2353 Client: - City of Tigard - - ---_-- _ _ Pioject: .— Tigard City Hall/Poi ice Dept. & Library Address: -.S.W. Hall Blvd. , Tigard, Oregon — — -- - -- --- Contractor: — Sub Contractor: ._— 'concrete Supplier: United Concrete —_ Truck Nc — Ticket No. _— CC-!t By: C.D. Brown - - Test Time:8: Load No. -_ Sunny 80 45 Weather: —.— —_ _ Temp. High: _ Temp. Low: —. Second t' ' lift of CMU walls at Police station. Location of Placement: --- - -- - -- 58 Cu. Yds. -Concrete Temp- Strength Requirement: 2000 PSI ®_��.-_days Slump __Cement Type I Mix No./No. Sacks _ Mix M 2000 Air Content Max. Aggregate- Pea Gravel - Admix. Amount — Brand: —_ __ /`dmix. Amount: —__ Brand: Set Test QT Register Date Date Unit — Total Area Unit Report Nc. Days _ Num` sr Recd Test Wt. Load PSI No. _ -- 7 -, 25' 9-2.7 10-3 44,375 lF sq" 2770 19 - ?8 2541 9-27 10-24 16 sq" -- 28 2542 9-27 10-24 16 sq" aernurks: -_ cc: Smith/Dull Partnership :ra rs r"on.struction Inspection&Related 71ests r.�arlson Testing, Inc. 2 X 4 Mortar Tigard,Oregon 97223 P.O.Box 23814 REPORT OF —_ TEST SPECIMENS Phone(503)684-3460 Date Molded: ._9-25 119 85 Job No. CP-2353 Client: -_ C i ty of T i g and - -- aroiect: -- Tigard City Hall/Police Dept, & �ibrary Address: Tigard, Oregon Contractor. — Sub Contractor: Concrete Supplie,: Job Mix Truck No. _. - Ticket No. Cast By: C. Stasch _ Test Time: __—_ Load No. Sunny 80 45 Weather: _ ____— — Temp. High: - -- Temp. low: Block walls 4' to 8' level police station„ Location of Placemznt: _ _ — — --- -_--- Cu. Yds. _Concrete Temp: Strength Requirement: —.---2500 —_ PSI ® 28 days SlumpCement Type — Mix No./No. Sacks----- - Air Content —_ _ ___ Max. Aggregate.— Sand Ad-nix. Amount: _ Brand. —_ Admix. Amount: _. -� Brand: Set Test(a Register Date 'Date UnitF Toted Area - Unit Report No. Days Number- Recd -Test----Wt _- Load - PSI No. 7 2425 9-26 10-2 6,664.3 3.14 212.0 17 7 2426 9-26 10-11.1 6,311.4 3.14 2010 17 28 2427 9-26 10-23 3.14 — 28 2428 9-26 10-23 - -- -- —_—. - i cc: Smith/Dull Partnership Construction Inxivetion&Relatet'Tests Carlson Testing, Inc. 2 X 4 Mortar P.O.Box 23814 REPORT OF _TEST SPECIMENS Tigard,Oregon 97223Phone(501)664-3460 Date Melded: 9-25 — 19 85 Job No. CP-2353 Client: City of Tigard — —------,_—_ -v P•oiect: Tigard City Hell/Police Dept. & LibrarX _� Address: __Li gard, Oregon Contractor: _ Sub Contractor: Concrete Suppiier: Job Mix _—__-- Truck No. _ Ticket No. — Cast By: C. Stasch _ Test Time: _ load No. Sunny 80 45 Weather: Temp. High: Temp. low: Block walls 4' to 8' level police station. Locution of Placement: Cu. Yds. Concrete Temp: Strength Requirement: —_—. 2500 PSI ® 28 days Slump — Cement Type _ Mir. No./No. Sacks _ Air Content_ _-__ _ Max. Aggregate sand Admix. Amount: Brood: _ _ Admix. Amount: �_—_ Brand: Set Test® Register Date Date Unit T- — Total Unit Report No. Das _ Number Recd Test Wt. 1I_ loo! Afea PSI No. — 2425 9-26 10-2 �1 6,664.3 3.14 1 2120 17 7 2426 9-26 10-2 6,311.4 3.14 28 2427 9-26 10-23 9,017.5 3.14 2870 26 28 2428 9-26 10-23 9,357.2 3.14 2980 26 Remarks: cc: Smith/Dull Partnership �ZLk L>'Rrent, Z-f,9- Tack1 111pe, 22 SWICIVIffis TMWI_ __ WON Carlson Testing, Inc. ('on.rA-lEction Inspection&Related Testa P.O.Box 23814 Tigard,Ofegon 97223 CP-2353 Phone(503)684.34W REPORT OF IN-PLACE SOIL DENSITY TESTS September 25, 1985 Client City of Tigard P,oiect Tigard City Hall/Police Dept. & Li-)rary 3/4"--0 Cobb Rock Soil Description 127.6 8.r Nuclear 3411—B Max. Dry Density— _ Ibs./cu. {t. Optimum Moisture v4f, Method of Test_ 0419 o. TETT EL[v. L�I1 r�llo IN,PL.�CE OENSiTr 1l[t wu TEST LOCATION .r. wo. "01��c'"E lus.icu. 9141 t w r C ow Water M.ne otf Curb Face Grade 9-24 1 60' east of valve box �L �, -6" 7.0 115.2 107.2 84.0 ks cc: Smith/Dull PartneYship CARI.SON TESTING INC r�r CORRECTED REPORT CunarurYi;rn Inapecrion t2 RrlrfeA 7lrlpr Carlson Testing, Inc. 4 x 4 x GI<1il 1 P.O.Box 23814 REPORT OF TEST SPECIMENS Ph )no(503)684--3460 Date Molded 9-23 1985 Job No. CP-2353 Client: L''ty of Ti gar:l Project: Tigard City Hall/Police Dept. & Library Address: S.W. Hall Blvd. , Tigard, Oregon Contractor: Sub Contructor: Concrete Supplier: United Concrete T jck No.4c' Ticket No. i 12/] Cost By: C. Stasch _ Test Time:`, `�� Lod No. 1 Sunny 70 45 Weather: Temp. High: Temp. low: _— Block walls police station first 4 ' . Location of Placements - --- --- - ---- Cu. Yds. _ Concrete Temp: Strength Requirements 2000 PSI ® 28 doysSlump Cemont Type 1-11 Mix No./No. Sacks 6 112 sack Air Content Max. Aggregate Pea Gravel Admix. Amount: Brand:_ _ Admix. Amount: Brand: i Set Test® Register Date Date Unit Total Area Unit Report No. Das Number Recd Test Wt. load PSI No. 7 2284 9-24 9-30 12,537 16 sq" 704 36 15 7.285 9-24 10-8 19,221 16 51i" 1.200 21 28 2.286 9-24 ii�-21 27,448 16 `q'I 1720 25 I Remarks: cc: Smith/hull Partnership _f' '9. �t� i• f� aap a� � aw 1 Y` n Inspection&Adated Test,Carlfson Tesfin 710w, Inc. � 4 x 4 x 9 6w)UT P.O.Box 23614 REPORT OF TEST SPECIMENS raard,Oregon 97223 Phone(503)664-3450 Date Molded- 9-23 , 19 IIS Job No. CP-2353 Client; City of Tigard Project: Ti yard City Nall/Police Dcpt. & Librdry _ -- — Address: S.W. Hall alvc!. , Tigard, Oregon Contractor: _ Sub Contractor: Concrete Supplier: Ui 1 ted Corcrete Truck No.48 — Ticket►Jo. 11271 Cost By: C. ;t a s c h Test Time:8:20 load No. 1 Sunny 70 ~� 45 Weather:_— _ _— _. — 1•nmp. F'igh: _ Temp. Loy-: Clock walls police station first. 4' . Location of Placement: —�_•—,—_—___ —_ _/ -- ;104(7 �.si 7 se�rtG�c�tq `.u. Yds.— Concrete Temp: Strength Reyuiremenh �.�._Io00 _P$)0 28 ._daysSlurnp _—, U-ment Type Mix No./No. Socks__6 1/2 Sack Air ContomS _ Max. Aggregate Pea Gravel Admix. Amount: _—_—. Brand:— Admi.t Amount: Brand: Set Test® Register Date Date Unit �Totul Unit Report —No. Dos NumEbr _ Rec'd - Test Wt. — load Area PSI No. 7 1284 9-24 9-30 1.2,537 16 safe 784 16 15 2285 9•-24 10-8 :1-9,221. 16 Sq" 1200 21 21-3 �?28(; 9_24 10-21 —� 27,448 16 s "1720 i 25 d!cx-A104.1 ts Remorksc_, cc: Smith/dull Partnership _.__. McCall bl — ss� I r Cons,nsction Ins/x+rtion Br Related Tesr� Carlson Testing, Inc. P.O.Box 231314 4x 4 x ti GROUT T:gerd,Oregon 97223 REPORT OF _i EST SPECIMENS Phone(503)W-3460 Date Molded: 9-23 19 p5Job No. CP-2353 Client: City of T i g a rll — _- Project: Tigard City Hall/Police Dept.—& '_ibrdry _Address:—— S.'W. Hal 1 b vd. , Ti gar-,, Oregon Contractor: _ -_ Sub Contractor: Concrete Supplier: Un i tea Concrete _- —` i Truck No.48 Ticket No. _11271 Cast By: _ C. Stasch Test Time:f3:2(1 _ Load No. I -_ Sunny 70 45 Weather; . Temp. High: _ __ Temp. Low: . Block walls police station fir,�,t. .1 ' . Locotion of Placement: —__-- _-_—_-- P, Lu. Yds. - -C:ncrete Temp: Strength Requirement: 3000 PSI ®2t3 ____days Slump -_Cemert Type Mix No./No. Socks. 6 1/2 sack Air Content — Max. Aggregate pea Gravel Admix. Amount: _ Brand: —_ Admix. Amount: -. .. _-�.___- Brond: Set Test® Register Date Date Unit _ Total Area Unit Report No. Days Number Recd Test Wt. --_ Lo-id _PSI- - ,1o. 7 2284 9-24 9-30 12,537 16 sq' '784 i 15 2285 11-24 10--d r 19,721. 16 s.;° 1200 21 28 2286 'j-24 10-21 16 sq" r_c: Smith/Dull Partnership Remarks. Constriction ln.vFwctinn& Relatcd 7rsr• Carlson 'Vesting, Inc. P.V r3nx 23814 1 X IiRUU� REPORT OF TEST SPECIMENS Tigard,Oregon 97223 -- Phone(503)W-3460 Datn Molded: 4-23 , 19 85 Job No. CP-2353 Client; , City of Tigard Project: Tigard City Hall/Police Dept. & '-ibrdry Address: S.W. Hall Blvd. , Tijard, Oregon T r ntractor: Sub Contractor: _ Concrete Supplier: United Concretp _ Truck No,48__ Ticket No 11,171 Cost By: C. St arch T3st Time: 3`r'() _ load No. _ I_ Sunny Ip 41> Weather: Temp. High: ___ _ Temp. low: Black walls police station first 4' . location of Placement: R —Cu. Yds. Concrete Temp. Strength Requirement: 3000 PSI ®_rts days Slump_______ _ _Cement Type Mix No./No. Sacks 6 1/2 Sark Air Content Max. Aggregate _.__ fled Grave I Admix. Amount: . Brans ._ Admix. Amount: Brnnd: Set Test®o Register Date I Date nit Total AfeO Unit Report No. Days Number Recd Test Wt. load PSI No. 7 7284 -24 9-31) 12,537 16 sq" 784 16 15 — 118�i '-?a 10-8 19,221 16 sq" 1200 21 28 2 86 y-74 10-21 27,448 16 so" 1120 25 s i Remorka cc: !smith/Dull Partnership w_ —M f'un s in rcf i,F1 I,, IN rf 7it Carlson Testing, -.'Inc. 4 x 4 � n GROUT P.O Box 23814 REPORT OF — TES!SPECIMENS riigard,Oregon 97223 -- Phone(503)604-3460 Date Molded:. 9-23 , 19 85 Job No. CP-2353 Client. City of Tigard Project: Tigard City Hall/Police Uept. & '_ ithrary --- — Address: S.W. Hall 131vd, , Tigard„ Oregon Contractor: _ _ Sub Contractjr: . Concrete Supplier: United Cc ate _ !ruck No.48 _ Ticket No. 11271 Cast By: C. $td5tll Test Time:i1:Zil toad No. I Sunny � 7P45 Weather: _�• _ Temp. High:g _ Temp. Low: Location of Placement: Block walls police station first 41 . s' Cu. Yds. Concrete Temp, Strength Requirement: 300 PSI (a its daysSlump---Cement Type Mix No./No. 'lacks 6 1/2 sack Airy ontent _ Max. Aggregate Ped Gravel Admix.Amount: _ Brand:_-_-_ Admix. Amount: _ Brand: Set Test® Registar Dote Date Unit Total r Unit Report No, Das Number Recd Test Wt. Load Area PSI No. 2284 9-21 )-all — _ 12,537 I6 `'1rr 784 16 M1'___ - `_ 28 2285 c1-24 10-2.1 16 sil" 2.B 2?_136 9-24 10-21 16 sq" Remarks: cc: SP1ith/Dull Partnership Construction 1nsffcfinn&Rebted Carlss(cm Testing, Inc. P.O.Dox 23814 RFPpRT OF X 1L CUNC{�E 1 TESL SPECIMENS Tigard,Oregon 97223 _ 4 Phone(503)684-3460 Dote Mo'dcd: 9-0 7 _._, 19_ 65 _ Job No. Client: L i ty of T Id� r(J ------- -_- - ---. ----- Project:— Tiyard City Hall/Police Dept. & '_ibrary Address: S.W. Hall Blvd. f igaro Contractor: . McCartney & Johnson Sub Contractor: Concrete Supplier: Noss Island _ Truck No.79 Ticket No. T-1-09980 __ Cast By: C. Sta'.sch Test Time:8:45 load No._ 2 Overcast 65 50 Weather: - Temp. High: Temp. love: _ Slab on grade police floor 2.3 to 3.8 on F to F line and slab on grade. Location of Placement: -- Town Hall . Cu. Yds. 113 _Concrete Temp: 72 Strength Requirement: �`vUU PSI ®2_doy%Slump 5" Cement Type Mix No./No. Sacks_ Mix #3010B Air Content Max. Aggregate 3/410 Admix. Amount: Brand: V.R. Admix. Amount: Brand: — Set Test Register D-ite Date Unit Total Area Unit , Report No. nays Number Recd Test Wt. load PSI No. I 1 1974 9-1.8 9-24 78,587 211.27 2780 15 19/', 9-18 10-15 105,000 28.27 3710 24 �~— �-_-- 128.2728 1916 9-18 10-15 104,8953710 24 Remorks: cc: Smith/Dull Partnership _ McCartney jont7on ® t� tM mt ter Constmedon Ingkvdon&Related 9ests Carlson 'T'esting, Inc. P.O.Box 23d 14 h 12 CUNCkETE ngard,Oregon 972?3 REPORT OF _ _ TEST SPECIMENS Phone(503)684-3460 Data Molded: 9-17 , 19 ii5 Job No. CP-235:; Client: t. 1ty of Tigard -- — Project:—'I igard City Hall/Police Dept. & '_ibrary Address: j.W. Hall Blvd. Tigard _— Contractor. NCCdrtney & Johnsot1 Sub Contractor: _ Concrete Supplier: .-_ko5S Isl and Truck No.79 _ Ticket No. T-1-Ou9tiU Cust By: C. Stasch Test Time:tl:4:) Load No. _ Overcast Temp. 5G Weather: Temp. High: Temp, low: Location of Placement: S1 aL on grade police t i oor 2.3 to 3.8 ot1 A t1! F lint and sl alt on gradry. Town Na Cu. Yds._ 1 j _Concrete Temp: Strength Requirement: '.1(lU PSI ® days Slump—`'" Cement Type, I -I I Mix No./No. Sacks_ I't X rr;�U1 :�_ Air Content _ Max. Aggregate .i/ Admix. Amount: Brand: V Admix. Amount: _ Brand: Set Test® Register Dcte Date Unit Total Area Unit Report No. Days Number Roee'd Test Wt. Load PSI No. 11)74 )-18 0-24 78,587 •21 2780 15 Remarks: _ C: iii Lh/Dull Partner;l iu - - Bc'Cartney o rnsotl —� u r S 1111. Comtruction Inspection&Related Test., 4. aAson Tesfi g, Inc. ,a Mortar � RO.Box 23814 REPOk_1 OF TE51' SPECIMENS ngard,Oregon 97223 Phone lb03)684-3460 9-15 85 CP-) 353 Date Molded: , 19 Job No. Client: City of Tigard Project: Tigard City Hall/Police i)ept. '_ibrary Tigard, Oregon Address: _ Contractor: Sub Contractor: Concrete -,,u lier: Job Mix PP _ Truck No. _i Ticket No. ._� Caste C.M. Yuckert Y� _ Test Time: Lood No -- Showers � 65 Weather: Temp. HiGh: _ Temp. low: _ 1st - 3 courses of perir•reter wall of pollice station. Location of Placement: M ---- -Cu. Yds. Concrete Temp: Strenqth Requirement: 2500 PSI ® 2b daysSli mp Cement Type Mix No./No. Socks Type M Air Content —__ Max. Aggregate sand AJmix. Amount:_ Brand: _ Admix. Arnount:_ Brand: Set Test a Register Date D ite Unit T Total Unit r Report NO. Days _ Number Recd Test I Wt. load _AfeO PSI No. 1 1898 9-17 9-23 -� � 3.14 9,610.8 3060 13 28 1899 9-17 1.0-14 11 ,902 3'14 4750 23 28 1900 9-17 10-14 14,458 3. 14 4590 23 cc: Smith/Dull Parcrlership Remarks; Mr y+� g46()p •i .ra...r Construction Inspection&RefarcJ'I tstr Carlson Testing, Ince 1 X 4 " 0 t lar P.O.Box 23814 REPORT Of TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 < < CP-2353 Dote Molded: 9-16 , 19 a' Job No. _ Cher . City of Tigard - Project: Tigard City Hall/Police Dept. & '..ibrary - - - Address: Tigard, Oregon _ --- ------ -'-- Contractor: . _ Sub Contractor: Job Mix Truck No Ticket No. Concrete Supplier: Cost BY: -- C.M. Yuckert _ Test Time: _- Load FJo. _— ---- 65 Temp. High: _ Temp. Low- 1-,t i urses of peririeter wall of police station. Location of Placement: -- Cu. Yds. . - Concrete Temp: —_ Strength Requirement: _ 1 WU PSI a 26 -_dnysSlump Cement Type W1 Type M Air Content —__-._._ Max. Aggregate S and Mix No./No. Socks -- --' Admix. Amount: _ Brand: Admix. Amount: _ _ Brand: _ Set fest® Register Date Date - unii Total Area Unit Report No. Days Number P.ec'd Test Wt. - Load PSI No. - 1 1898 9-17 9-23 9,610.8 3' 14 3060 13 1899 - 9-17 10-14 3.14 f 1900 9-•17 10-14 3.14 cc: Sinith;Dull Partnership Remarks: _-----gE4,w-t+1,4.y- - -- ,rr Consosvcdon lnsl ewe 'un @ Related Test,, Carlson Testing, Inc. - � p.o Box rseto REPORT OF 6 X 12 Concrete TEST SPECIMENS Tigard,Oregon 97223Phone(503)664 3460 Dcte Molded: 9-9 19`85 Job No. CF-2353_ Client: City of Tigard Project: Tigard City Hall/Police Dept, & JI)r t< Address: _L.w,-t5ali Blvd. 'Tigard Contra<tor: ,N;i artnevS n Sub Contractor: —_ & Joili]S� — Concrete Supplier: _ Ross 121 and Truck No. Ticket 14o. .'V-4-09486 Cast By: S;-r_ 1_ Yom_ Test Time: _ _ Load No. Weather: GCattered Clouds _ Temp. High: f'5 Temp. low: _—!18 _ Lrxutton of Placement: Pollbuilding floor slab lines (1-2.3)(A-E) and _V library slab line (J-R)(3--5). Cu. Yds. 90 Concrete Temp: _ Strength Requirement: _�(JOO _ PSI a 1A days Slump ;�" Cement Type Mn No./No. Sacks---jjX 4301-011 Air Content --- Max. Aggregate j/4 Aamix. Amount: _ Brand: __. V-R_ Admix. Amount: _ Bran& . Set 'est® `Register Date Dote Unit lotol Area Unit Report No. Days Number Recd Test Wt. load PSI No. 7 1525 9-10 9-16 60,519 28.27 2140 12 28 1526 9-10 10-7 28.27 2.8 1527 9-10 10 28,27 Remarks: e—, Smith4k,11- 2-rIt-rLYf-4 Mcartney Johnson C7,-?2, '� i Ly —7 � mold I Conrtructr'on lnaperdan&Rdarcd Tcara Carlson l esfingy Inc P-0 box 23614 6 X 12 Concrete TEST SPECIMENS Tlga,,d,®reg,)o 97223 REPORT OF _ Phone(5503)684-;t46o Date Molded: 9--9 _, 19-- 85 Job No (-P-2.35-3 Client: City of Tigard Project:_`'ward City Hall/Police Lk-,D . & Lihr,-,I:y Address: - SaW, ti-411 UlZd. Ti - Contractor: NC,- LSDey & Sub Contractor: Concrete Supplier: .__RQg;,;. T s I a.ij -•--- Truck No. ---•31-- Ticket No. -- Cast By: C_M_ Yl1C:}Sr'r_1<_— Test Time: _ load No. Weather: _ S,-attel:ed Clouds _ Temp. High:., 65 - Temp. low: 48 —� location of Placement: Police building floor slab lines ( 1-2.3)(A-E) and — library slab line. (J-;r)(3-5). Cu. Yds. — 90 Concrete Temp: Strength Requirement: -30(h ,PSI ® ?R doy%Slump—. 5" Cement Type__ I -- Mix No./No. Socks Mix #301OU Air Content Max. Aggregate 3l4 — Admix. Amount: Brund:_.13__ ,Admix. Amount: _ __ Brand: —.-- Set Test a —Reyister Date Dote Unit Total Unit Report No. Uay _- Number Recd__ Tei! Wt. load Area PSI No. 7 1525 9-10 n-16 60,519 28.27 2140 12 28 1526 9-10 10-7 96 qqA 28.27 IA'An 20 28 1527 9-10 10-7 :)5,552 28.27 3380 20 Remarks: _ ---._— — WK'artney Johnson Conjnrucyion Inspection&Rclited Tests Carlson Testing, Inc. PO.Box 23814 REPORT Of 6 X 12 Concrete TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 9-5_-1 19 35 Job No. CP-2353 Client: _. Cify c)f TjWrij Prolect: '1Liq'a=d_jC_jj*_HA I I I i Dopt & Address: W L1,q]i Rijri Contractor: wcc­r-i-"%r jQhpapp Sub Contractor: Concrete Supplier; Ror.&; I-I-a pA Truck No. Ticket No. T:--4-092 73 Cost By: ____If. Payson Test Time: Load No. weather. Temp. high: lamp. Low: Location of Placement: Slat? on cyr-adt- 10 to 4, A tri F ('ify Cu. Yds._---Concrete Temp: Strength Requirement: s'?11)0r; Cement Type PSI a—2, days Slump— Mix No./No. Socks Air Content Max. Aggregate__;j,44 Admix Amount: Brandii Admix. Amount: Brand: Sol Test a Register Date Date Unit TotrAl Unit Repori No. Recd I Area Days Number Test wt. laid PSI No. 1366 q-6 9-12 64 267 28.27 340 2 jr,_ 28 1.3 F)7 9-6 10-3 1.03 28.27 Q lam_ — I 1 1 468 28 1368 9-6 10-3 104,640 28.27 Remarks: qnith rAfi I Partnership McCartney Jofuisno _jja8M­1ed_jjp,=11at_j_n s I ah Tr'in"r t CX"=XjtPPLaC)3U)aaL___'Ljr'v 44 Construction Inspection&Rdatevl T'ud Carlson Tesfing, Inc. P.O.Box 23814 REPORT OF 6 X 12 Concrete_ TEST SPECIME�,IS 71gerd,Oregon 97223 �— Phone(503)684-3460 Dote Molded: _ -5 , 19 8:'__ Job Nn. CP-2353 Clioni: C;t of Ti 9_3270.—__ Project: _ T;gam Cj -U L-41 if Pr-1 i— —p— Address: ._ w tt�i 1 ut.,.�-T- .- i, _- 4ontractor. _pIQCar_taQJotuts��n Sub Contractor: Concrete Supplier: mss IalanFi Truck No. ----- _—_ Tick;t No. —'T'- X19273 Call By: H. Payson _ _ Test Time: load No. Weather: offWeather: Overcas t _ Temp. High: 70 Temp. ,a%%: -- Location of Placement: S1 ab oIi Qr 3�1 t_n , A_tn P C'i f- 14,11 l Cu Yds. Concrete Temp: _ StrengNi Requirement: s_ 3000 — PSI qt_ 21j __days Slum P 52 Cement Type Mix No./No. Socks.- MIJ3010i3 Air Cont•n► Max. 4ggrepate__ _ Admix. Amount: Brand: _.— Admix. Amount: . Brand. Set Test® Register Da;e T Date Unit Total Unit Report No. Days Number Roc'd Tost Wt. I.oad Area PSI_ No. 1366 9-6 9-12 66,267 28.27 2340 -- -� 28 1367 9-6 10-3 28.27 128 1368 9-6 10-3 -�--28.27 k�morks , [�c�s 4nith/fhtl l P�rtrwrcF,in McCartney Johnson — _.-_-- - LI,-`;PaQte a-b r - sIah roti r.��-n, -tr rot�le-T1acemin1. s d__.�r�Ll[ ' .. IBP c Wit#3[fft4. I Cons uct:ion Inapectinn&Rclated Tests Carlson 'resting, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phr►ne(503)604.3460 Date Molded: 8-27 _ 19 85 Job No. . CP-2353 i Cliert: _ ty of Tigard Project: Tigard City Hal?/'rolice Dept. Library _ Address: S.W. Hai i Blvd, Tigard Contractor: McCartney & Johnson Sub Contractor: _ Concrete Supplier: Ross Island Truck Nr. 23 Ticket No. _A-1-39761 Cast By: C- ;tasCh _ Test Timu- 8:3U load No. Weather: Clear _ Ternp. High: 85 Temp. low: 60 Location of Placement: Slab on grace library J to 0 litre on 5 to 9 line. _Cu. Yds. 17 _Concrete Temp: 76 Strength Requirement: 3000 _,—PSI 28 day%Slump 411 _Cement Type_ 1-11 Mix Nu./No. Sacks Mix #30106 Air Content Max. Aggregate 3,/4" Admix. Amount: Brand: V.R. Admix. Amount: Brand: _ Set Test® Register Date Date Area Unit Total AUnit Report No. Das Number Recd fest Wt, load PSI No. 7 0891 8-2.8 9-3 93,339 28..27 3300 6 28 9892 18-28 9-24 119,864 28.27 4240 14 28 9893 8-28 9-24 119,016 28:27 421.0 14 HOLD 9894 8-28 9-24 120,800 28.27 4270 14 RemorRs: LC: Smith/Dull Partnership McCartney Jorinson Consnvctlon Inspeedfon&Relates/Tests Carlson Testing, Inc. 6 .X 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 07223 Phone(503)684-3460 !1 ' Dote Molded: _ 8"'27 , 19 85 Job No. ( P-2353 Client: City of Tigard Proiect: __ Tiqard City Hall/Police Dept. & Library Address S.W. Hall Blvd Tigard Co,rrractor: MCCartpLy _JohnsO►[ Sub Contractor: Concrete Supplier: Rost Is 1 and Truck No. 23 — Ticket No. A-1-39761 Cast By: C_ ti __ Test Time: 8:3L� Load No. — 2 Weather; i-1 ear 85 Temp. High: Temp. Low: _— Location of Placement: _Slab on grade library J to Q line on 5 to 9 line. 17 I t, Cu. Yds. Concrete Temp: Strength Requirement: 3000 PSI a 28---doys Slump 401 Cemomt Type Mix No./No. Sacks_ Mix #30108 Air Content Max. Aggregate Admix. Ame-int: Brand: V•1i• Admix. A.mount: . Brand: _ ^_ Set Test a Register Date Date Unit Total Unit Report -Nc. Days Number Recd Test Wt. Load Area PSI No. —_ 1 9891 `i-ri? I_3 93,339 7_f3.?7 .330U 9 28 9892 - 28 9893 3-28 9-21 28.27 I I Remo-kI. CC: Smith/DUII Partnership — C ar neyo tnson �- —• Constrtr.-Hon Inspection&Rclated Tests Carmen Testing, Inc P.O.Box 23814 Tigard,Oregon 97223 CP-2353 Phone(503)884-34" $00 NO. REPORT OF IN-PLACE SOIL DENSITY TESTS Chent_City At jig—A Au�us(. 23. 1` ,Y) P,oject fi-iard Citi _Nall Polish heWt_ F I ihrary B. O'Connor Sal Description 1/411 - 11 rock ft xn Proyr;___ !� (ested by: M. Tabert Max. Dry Density 1,';I.(; lbs./cu. ft. Optimum Moisture_ .!) 9G Method of Test. Nuclear 311.1-B . ,.r[ Of rllr T ! S T L O C A t 1 0 H lLrV. LI/' "0 VAT D IN•/LACE 0EN.1yY NDILlt.itu. FT.) '• r[!! . Ir. NQ. 1 Cn1..0 ilON wtr :1 11 'n gide cater �_. �r �Il� ').4 i;'b.�l +: . i » '_il,rar south sidecNut,�r rade x.13 �. .9 I. 1 ;I. Max. Ury Density 104.9 Brown Silty Clay Town Hall buildinq center 611 11.4 11 .0 99.6 95.2 — 3/411 - 0 Progress 120.0 lCity Hall Area 22' east of fourndatiorl 611 3.6 121;.'2 121.E 1()1. ! Cit north of s uuth found a tion 611 1.6 130.2 1?8.% 100+ Toro Hall area center of area .611 2.8 1�0.H 117.4 97.1 11 City Hall W.E. corner 9' S.W. of foundation G" 4.0 117.0 i1".`1 93.`I Remarks_ CC: Seri Uh/Uu l l Nartnursl� _ hicC�,►•tnr,y-Jolulsun _, -�� _ In City Hall area was rock instead of dirt was being plac,�d fo bring area to -ra0e. - CARLSON TESTING INC y 1 t p ' isssi"OiC�ss. ::�issis"""' 'ss seasonUMMERS ■■■1■/■ ■■■■■/■■■■ 0 mono■■■■■■■■■ ■■ ■ ■a■■■aaamo ■mean Nii/■���■■■■m■s/m■■■ ■■■/■■■■■■■■ ■■/■■ ■� ■■■■ ngo■ia ■ iississs'sisis;�s:Css.::ss 'ssiCssissiiia sss'issssi'siXss ■naOia/wsi■ .. ■■/■ggs■aiasii/as■■.......�.aaiOO■ ■os■■aiN ■ on now ■ ■sons■■ ■■ ■ ■lngommmonom■woos ■s ■wall■■ s ssisssis oman ■■sNONE= sissssssssssssss ■isssssI'No ■ ■■/■wing ■■■■ ■ ■■s's■iiss ■s'si'i'sEmmons'�s: �s=■.■:■■i ■aa■ sag. ■■■ =m iia=■i=aaa ■ase■sas■==a.0/■ni .a■..sss■i=■�sso sowns�=:inion % inii=s■ai�si� iiQi?A s'a■■ : , 'ssa'asii■ . ■imommEwgon � tt siCi s""iisEMO s',''is C.ss� s 's:. " ii=Cs■s ii=ssssss ins■■■■gin�'=si==' =is' naso='', _ "s='C' s■s=iaaaaI ■n■Now ■■■■■m■n%ommo■ ■ NONE ......, ... . mnw0 MENE■ �� ■aa■OSgia■w■ial■ga■aaNai ■■� ISa■■M■ '•Nagai■■aaanw■■w'is NMI.■. ■ ■■ %■ awn .... am Sao ►.a■Mg ■m■ ■ ..... .■na s . •. ._ ■magma■ im■ i . /■. .m■■ ■gms■i■aaaaa ■■■■s 's i� C�'ii..i■aa■w■aa iia■=■i1s■=... .,..■i■■■aia■■a■■■s smog ■ ■ . ■a■ ■awaaaaa ■ ■■aa■ ■�aaMON■ ■ ■■ ■ • a ■■ Mongolasw■m ■w■aswi■MsEs■g■ i.■■a■■■si■■saws ■i Ei■/mms siAmm■na■Ma■isiia■..._._.■=iasis=s.►,■■Miaaaai■n �■ iiiiiii 'iiiiman am■=s■ ..... a .. =awioness ina.O■ ■man sw ■'s nemosommon ■Ommg■■■ ■■■■.■Neon ■muga./■■m■■ one mans ■a■m■■■n■w■ on I. lx' ■N■ ■■a■■aaa■ ■■ ■ ■■ Monona=single■aaa■■ ■■ agag■E ■ nose■■m. a■=iweisissais"n�'Cgin an.2a. ■.■.■9== si. ■n/woo ■ no E ■n■ aa■ own■■a■ SOMEONE N ■ ■ w ■ ■■ ■ingsissas ■■_■■■■■■■aai■■■■ai ■■r■onea■ sin■=■■s■sio■ No on ■a■ ■■ ■ ■ ■■soma■■ ■■■■ a'iaa■Ooaa■■ ■■ ■ a no isiii'sii'Miii i issiiiis11110101111i"' onion ■no■/ n�i■■i ■■■ ■ aa■ ■■ mama■ ■a■ . , ess:sss�:ss s:� M ON aUNIUMM II:B=s6INO11 0IM11:1s�= s6aIII �I Construction,In".tion&Related Tests Carlson Testing, Inc. P.O.BOY.23814 Tigard.Oregon 97223 CP-2353 Phone(503)884-3480 IO6 NO. REPORT OF IN-PLACE SOIL DENSITY TESTS AUgLst 20, 1985 Client City of Tigard Proie-t Tigard city Hall/Police Dept. & Library Soil Description _ Brown Silty Clay Max. Dry Density 104.6 lbs./Cu. ft. Optimum Moisture 19.3 % Method of Test Nuclear 3411-B O.TI OF TISTTEST L O^AT1 O N IIIv, LIFT ri11.0 IN-/LACE DENSITY T TIS) M0. IT x0. OIS TUBI IL 11i t" ►T.I -_— t w T .u►.c .ow 8-20 1 Under Police Station Pad 40' S. of. North End i_ 11.8 107.6 96.2 92.0 8-20 2 Under City Hall Center of pad 1 19.1 117.5 98.7 94.0 8-20 3 Under City Hall South End, 12' N. of S. End 1 19.3 114.8 96.2 92.0 Remarks Area to be recompacted and retested. _ Cc: Smit,175511 Partners p - -- i ney-Ju— on - CARLSON rESTING INC q Conatrvcrion/naprction R Related 7'eatr Car- ,son Test-ui�, Inc. p X 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS ngard,Oregon 97223 -- Phone(503)684-3460 Date Molded- 191115 Job NoCh-2353 Client: Project: lJ� vY T i y a r c; Tiyaru City Hall/N01ice I)e,),. Jbrat-y Address: S.W. Hall Blvd. liyaru .— -------- - -- •1 c r;a r t.n ey t!� J o n n s u n --- -----------------_— Contractor. — — _ — Sub Contractor: _ Concrete Supplier: RU55 I s 1 and Truck No. — Ticket No. r � Cost By: _ '�. Scher•ihr�l --- - -- — -- Test Time: load No. _ ear Wealher: Temp. High: — Temp. low: FOUru4lti011 wal I 1oj1 hUl ic(' Std1.lOh Location of Placement: -- Cu. Yds. Concrete Temp: _ Strength Requirement: ll PSI®?f' .days5lump-1T---_ Cement Type_ Mix No./No. Sucks X *3010 Air Content_ _— Max. Aggregate ,I__ Admix. Amount: _ Brand: .__ Admix. Amount: Brand: _ Set r Test® T— Register Date —Dote Unit Total Unit Report No. U�vs _ Number Recd _ T►st Wt, load Area PSI No -- _ __-- 80, 163 2850 4 a3r39 V-17 - - 103,700 3570 11 -ii 102,620 3630 11 i M.11/1)11 I I P )rt tl .i i -- — Remarks. _ eer s' sss Construction Inspection&Rrlated Testx Carlson Testing, Inc. 6 X 12 CO M:RETC P.O.Box 23814 REPORT OF TEST SPECIMENS TIgerd,Oregon 97223 -- Phone(503)684-3460 Date Molded: 19 '`' Job No.(: -�.'s�3 City Client: 01 f iydr'd Tiyaru City IldII /I'0IiCe Dept R, '_ ihrary Project: _ Address: S.W. Hall Blvd. Iiyard McCartney & Johnson Contructor: Sub Contractor: Concrete Supplier: ROSS Island Truck No. Ticket No. Cast BY: W• S C h e ri h(�) Test Time: Load No. _ l l�'iJl'— — --- Weather: Temp. High: Temp. Low: Foundat,Ioil woIIS for I'01iCe S(at.ion Location of Placement: _ Cu. Yds. — Concrete Temp: .trapp th Requirement: 1000 PSI a- days Slump '_2 e ' Cement Typ __! Mix No./No. Sacks Mix 0301OB Air Content Max. Aggregate 3Ldll --`— Admix. Amount: —__ Brand: Admix. Amount: Brund: — Set Test(a Register Date Date Unit Total AUnit Report No. Das Number RecdArea Test Wt load PSI No. 6-11 t;-73 80, 163 28.27 2850 4 _.—_. 28 9389 i 8-11 l 9-1 s 7t;,27 9-13 ?.8.27 CC: Smith/1)"ll Partnership —' Remarks:_=��,y,�p, -- - �--- n[s tt� i t:uustrucrion Inslxrtion&Re/atni Tests Carlson Testing, Inc. P.O.Boz 23914 Tigard,Oregon 97223 10e t�0 CP-2353 Phone(503)994-3490 REPORT OF IN-PLACE SOIL DENSITY TESTS August 15, 1985 C I lent Cil, of 'Tigard Project Tigw.d City Hall/Police Dept. & Library Sol Descr,ption ?-""-0 Rejoi't Rock Max. Dry Density 116.5 lbs./cu. ft. Optimum Moisture 17.2 _% Method of Test Nuclear 3411—B oAT.tor roo C A T I O N T E S T L O [LtL111v. r, • no �M-►._ACE OENSiTr +[fr w0 T. wo. oisfust ILGS./CU. FT.) t ..-Wit- 8-1.4 --AITIOM Library, Interior Fill at 15' W. of E. Er:.? —L-#r - — 8 -1.4 1 of Bldg. & 20' N. of S.End of Bldg. l'2" 11.7 133.5 116.3 99.8 Library, Interior Fill at 3 E. of W. nc 8-14 & 16' S. of N. End of Bidg. 1 -112" 1.5.5 133.6 115.6 99.2 Librrary Interior fill at 60' E. of W. );nd 8_14 3 & 7' S. of N. End 16.0 133.3 114.9 98.7 a r„+,n t�s Cc: __Smit.hJAQI?artnership McCartney-Johnson - - �- --- CARO-.',0N rESTING INC Construction Inspection&Related Tests Carlson. Testing, Inca (I x 1? CUNCkETE P.O.Box 23814 IMPORT OF TEST WECIMENS Ttgerd,Oregon 87223 Phone(503)86A-3460 Date Molded: 8-12 ' 19 85 Job No. CP-1353 _ Client: 1,i ty of T i ciard Project: Tigard CityHall/Police Debt. '.ibrary Address: 'D•w. Ball Blvd. Tigdro Contractor: _ 14 C C a r t n ey & Johnson �._ _ Sub Contractor: Concrete Supplier: _ RoSs Island _ Truck No. 71 _ Ticket No. T-4-07704 Cast By: R. Dodson To,.tIime: 1U:4`,> Load Na 1 Overcast. 78 61 Weather: _ Temp. High: _ Temp. Low: _ Location of Placement: Foundation for stem wall South portion. 7(-) Cu. rds. Concrete Temp: Strength Requirement: 3000 - PSI �fi �._ days Slump Cement Type Mix NO./No. Sacks Mix #3010b _ Air :ontent Max. Aggregate_-_3/4 Admix. Amount: Brand: Admix. Amount: ___• Brand: Sept -TTest® Register Date bate Unit Total Unit Report No. Days Number RecdArea Test Nt. —Load PSI No. 1 85,686 26.21 3030 3 14 917P ss-i3 101 ,030 ?s;•?1 3570 5 9173 f'-13 114,87028.?7 4060 9 174 112,514 3980 9 emarks: rni th,'Du I 1 Partnership ' " . ter_ Carlson TestYng, Inc. Consrrucdon Lnapecdon R Rdara!7icxra 6 X 11 CUNCRETE P.O.Box 2 114 REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223 -— Phone(503)684-3460 Date Molded: 8-12 , 19 Fly — Job No. CP-135:5 Client: City of Tigard Project: Tigard City Hall/Police Dept. & Library Address. S.W. H.-ill Blvd. Tigard Contractor: McCartney & Johnson Sub Contractor: Concrete Supplier: Ross Island 71 T-4-(17704 Truck No. Ticket No. —. Cast B R• 1 By: Dodson on Tesf Time 10;4 5 load No. _ Over-cast 7�i 61Weather: _ Temp. High: —. Temp. low: Location of Placement: Foundation for stem wall South portion. 9 76 — _ Cu_Yds. _Concrete Tomp; Strength Requirement: 3000 _PSI ® 28 _da),s Slump 1 Cement Type_. 1 Mix No./No. Sacks Mix #30108 _ Air Content_ _ May.. Aggregate 3/4" 9. agate_.�--- Admix. Amount: — Brand: Admix. Amount: Brand: Set Test a Register Doi* Date Unit Total r Unit Report No. Das Number RecA� Tesr Wt. Load Area PSI _ No. _ 7 9171 - 8-1.'_ 8-19 — 85,686 26.27 3630 3 -- 14 9172 8-13 8-2.6 10.1 ,030 28.27 3570 5 ?8 9173 8-13 8-9 _ 7y.27 ��- 28 9174 8•-13 8-9 � 28.2! ~ Remarks: cc: Smith/Dull Partnership — — wv » w w Construction Insperdors&Retired Trsts Carlson Tesfing, Inc. h X 1,' CUN(,IlLrE P.O.Box 21A!I REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223 Phone(503)664-3460 Date Molded: �"12 , 19 5 Job No. Client: City of Ti gdrd Project: Tigard Citv Hall/Police i1�_'I�t. k Librdr.y Address: S.W. Nall Blvd. Tivarc] Contractor: McCartney & Johrison _ SubConhactor: Concrete Supplier: Ross I S l_lnu -----_ Truck No. 71 Ticket No. l-q-UI/lir; Cant By: �l• IlOrlsori f Test Time: 10:45 Load No. 1 Overcast - 7�; --- I,I -- VNeatherc _ Temp. high: Temp. Low: For;ndation Ff�r store gall soy;t.h I)e; tiuii. Location of Plar-9ment: `? 76 Cu. Yds. Concrete Temp: p: Requirement: _ 3UU0 —� PSI r2, t' days Slump _cement Type _ Mix No./No. Sacks '% 1 x #?U 1 _ Air Content — Max. Aggregate 3/4 Admix. Amount: _Y Brund: _ Admix. Amount: _—_ Brand: Set Test a Register Dale Date — knit Total AUnit Report No. Days Number RecArea d Test V✓f. Load PSI No. _ 1 y171 :;-i "3 8-19 85,686 ` 1 3030 3 28 9172 -1.3 8-26 28.27 7.8 9,1 /3 8-13 8_9 — 2.8.27 9174 8-13 8-9 --1--- th/Uu { 1 Par'tnersl;ip Remarks: ser es>i w w► Conatruedon Inspecdon&Related Tats Carlson Testing, Ince 6 X 12. CUI�CRETE P.O.8cr 23814 REPORT OF TEST SPECIMENS Phlone,Oregon 97223 Phone(503)6A.4.3480 8-9 85 LN-2353 Date Molded: , 19 _ Job No. _ Client; City of Tigard Project: Tigard City Hail/Police Dept. b '-ibrary --- --------- Address. S.W. Hall Blvd. Tigard McCartney b Johnson Contractor: Sub Contractor: Concrete Supplier: Ross island — — ]6 - Truck No. Ticket No. Car Br: S. Jordan Test Time: i 2' 1 Load No. l tiu�n� , t;U 55 Weather. Temp. High: Temp. Low: Footings lines A to E x 1; 1 to ., A; A to F x 3; 1 to 3 x E- (police Location of Placement: - tooLings) & all of city all exterior's. _Cu. Yds. Concrete Temp: r Strength Requirement: ._ _ 30J() PSI a --days Slump _Cement Type Mix No./No. Sacks_— r Air Content Max. Aggregate Admix, Amount: Brand: `.—_ —� Admix. Amount: _— Brand: Set Test(a Register Date Date Unit— Total Area Unit Report No. Days Number Reed Test Wt. -- Load PSI No. t;-16 87,169 %'8.27 3080 2 — t% 9144 -1 ')-6 11(),650 41.Y) 8 —. - - 2:� 9145 -1 1-t' 115,2`_i2 — r 7 4080 8 cc: Sitithr Il Partnership Remarks: Construction fnspertion&Related Tests Carlson. "Festing, Inc. fi X 12 COIIi;RETE RO.Box 231114 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 — ---- Phone(';413)684-3463 Date Molded:. , 19. Job No. CP-235:3 Client: — City of Tigard Project: _ Tigard City liall/Police Dept. & !ibrary S.W. Hall Blvd. yard ` Address: _ Ti lcCariney & johnson Controaor: _—_ Sub Contractor: Concrete Supplier: — Ross Island _ Truck No. 16 Ticket No. A-I-38894 _ Cast B �' Jordan Test Time: 1 l ' Load No. 1 _ Y� 55 Wenther: — Temp. High: Temp. low: Foutings lines A to E x 1; 1 to 3 x A; A to F x 3; 1 Lo 3 x . (police location of Placement: footinq,,) 7, all of city ill t!xterior''S. i 58 Cu. Yds. Concrete Temp: Strength Requireme.:t: 3U'1 PSI ® days Slump dement Type_ -�i x 1:31?Ilih3/�1" Mix No./No. Sacks Air Content Max. Aggregate Admix. Amount: Brand: —__ T 'mix. Amount: _ Brnnd: Set T,st® ReUister Date Date I - Unit Total Unit Repori — Na. Dais Number Recd Test^ Wt. load Area _ PSI No -- 7 y143 -1:+ -1 f, ''8.27 _ (37,169 -- 28 "144 8-1,1 '�-F, - -- 28.27 28 8-10 28.27 cc: Smith/Uull Partnership Remarks: _ l _g^ r!at ATALME rW xafl C;onsdvction Inspectio n&itelatc•J'I•rstc Carlson 'resting, Inc. I, k1? (.OnCrPt.e P.O.Box 23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223 --- — Phone(503)684.3460 -`t 3 Dote Molded: 5 CP-2090 19 Job No. Client: H Construc;tioil CO. Tech Center Project: — Address: — Tigaro, Oregon Il K ii Construct ion Co. Contradar: — —_ Sub Contractor: wi 1 sonvi 1 le 0599 Concrete Supplier: Truck No. _ Ticket No. —£ -- I), f chert/W. `_;c!�.�r-i 1)f,1 G,st o,: Test Time: Load No. _ - Overcast u, i j5 Weather: Temp. Nigh: Temp. Low; _ Ti It Pane is 144, I,wlo1s F-1, E Location of Placement: Cu. Yds. Concrete Temp: 4000 Strength Requirement: PSI —_ days Slump t.4 Cement Type Mix #4000 ?�q Mix No./No. Sac.s _ Air Content — Max. Aggregate Pr,.'; Admix. Ar count; —_ Brand: Admix. Amount: — Brand: Set Test Register Date Date r Unit Total — Unit Report No. Days Number Recd Test Wt. Load _ Area PSI No. ?-- - r -j�- F— — "'1.�7 91 ,401 .3230 36 - - a — 29.21 TT-- I7- - 2-8.27 90,591 3200 36 rr.. 9-6 — -2P.z7 --- --- 28.2 7 -- 95,890 3390 36 28 9137 1 1 9-6 �- -- c,:: City of Tiqarti -- Remarks: INSPECTION NOTICE City of Tirard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phoi–. 639.411 i C /1 ' ? E � Typo of Inspection D•ite Reque.,ted___ �1 � /Time `'A.M.— P.M. i Address ._� � _ Permit #—_— EI Owner _-- ---__ Lot # Builder I - The following Building Code deficiencies ere required to be corrected, 1 Presented to Approved Inspertor _- Lj DirapprovLd Date -- _ LL FOR REINSPECTION YES : ] NO Construction Inspection&Related Tests Carlson `xesfin$, Inc. 6 X 12 CONCRETEP.O.Box 23814 REPORT OF TEST SPECIMENS Tlgerd,Oragnn97223 Phone(503)884-3480 Gate Molded:—8-1 —__, la 85 Job No. CR-`353 U:erir: City of T i gar Project: Tigard City Hall/Police Dept. & !ibrary — Address: S.W. Hall Blvd, igdrd Coitroctor: McCdrtnp; & Johnson _ Sub Contractor: Concrete Supplier: Ross Island Truck No.l"_ Ticket N.. 3879 I _ Cast By:__ �� 1,�,'S;ln 3 00 c' _ _ Test Time ___ lead No. Cloddy 75 Weather: Temp. High: _ Temp. Low: lacatior of Placement: Seo wall tooting. 72 Cu. Yds. . .--_—_Concrete Temp: — Strength Requirement: —_ 3000 _ psi _ _8 --_da sSlum I Y P--='_ Cemr+nf Type Mix Nu./No. Sacks i x i01U15 Air Content -- Max. Aggregate_ Admix. Amount:_ _ Brand: ;,Tmix. Amount: Brand: Set Test® Register Dote Date T Unit TotalArea Unit Report �No. Days Number Recd Test I Wt. Load PSI - No. 7 8932 , _t t -14 r 075 76, 28.27 L �— -- � —` _''690 1 28 8933 8_8 rt-1 126,649 28.27 4480 7 28 8934 B-V 9-4 A 128,040 e"8.27 4530-- 7—_� cc: Smith/Dull Partnership Remarks: Mom Conrtruction Inspection a Related Test., Clarlsort Tes ing, Inc. P.O.Box 23814 X 12 CUIJCREIE: Tigard,Oregon 97223 REPORT OF _—TEST SPECIMENS Phone(503)684-3480 Date Wided: 8-7 19 85 Job No. CP-2.353 _ Client: --- City of Tigard I - -- — --- --- - - - -- Project: _ Tigard City HalltPolice Dept. v '_iurary Address: S.W. Mall 31vd, Tigard Contractor: IIcCartney & Johnsoii _ Sub Contractor .—_. Concrete Supplier: Hoss Is 1 and T uck No. —__ Ticket ho. Cast By: 1, Dodson Test Time: 3:00 load No. I:luud; Weather: __ Temp. High: _ — Temp Low: Sem wall footing. Location of Placement: — -- ----- ------ 71 Cu. Yds. —� Concrete Temp: Strength Requirement: 30001 PSI a L8 days Slump_.. ' __ Cement Type Mix No./No. Sacks Mix #30108 Air Content _— _ Max. Aggregate '�4 _ -- Admix. Amount: Brand:___ __ Admix. Amount: Brand: !,et Test® Register DateDate Unit Total Area Unit Report _1`40. Days Number Recd — Test Wt. load PSI No. 8932 V � ++-14 75 ()75 28.2-7 2690 1 � 1 28� 8933 8-ti 9-4 - 2?.27 — 28 9934 8-8 y-4 2t�.27 cc: Smith/Dull Partnershi, --- - r-- ------- ---- . JJL . !. INSPECTION NOTICE [ City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection Date Requested -- Time A.M.��'��P.M• Address _ z,1�c�� - �l — Permit #-.--��-may Owner- Lot # { Builder — The following Building Co deficient s are required to be corrected: i' Presented to --- _ _ _ [ Approvyd Inspector I_� Disapproved __._--- — Date __-----.__._.—_ _.------- CALL FOR REINSPECTION YES EJ NO Conceruition lnslrrctinn Rr N.ebted Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)664-3460 CP-2353 REPORT OF IN-PLACE SOIL OENSITY TESTS August 2, 1985 CIrent City of: Tigard Project Tigard City Hall Police Dept. & Library__ 1`-z"-0 Pro rnss Rock Soil Des.rlptlon g Max Dry Density_ 132.5 _ lbs./cu. ft Optimum Moisture 6.1 % Method of Test—Nuclear 3411–B rI[iD IN-I L ACE OE NSITY •u 0 'IS' T E S T L O : A T 1 O N l.[v r r oisrus[ 1Les./C I, ►T.1 •rfl rrD rt. ND. 1 tsu•.c r,ow w 1 DRY 8-2 1 CityHall Line. 3 & H Footing Gradc, 7.3 128.6 119.9 90.5 8-2 2 City Hali East Footing Center — it 7.0 132.2 123.6 93.3 8-2 3 _1 City _Hall Southeast Corner _" 7.5 13114 122.2 92.3 r it 8-2 4 City Hall South Footing 20' East of S.W. CID er 8.5 130.9 120.6 91.0 -8-2 5 City Hall West Footing Center _ If 7.3 128.2 119.5 90.2 cc_ Smith/Dull Paxtnership lLarfnPy-Johnson CARLSON rESTING IN( t Construction Inspection!$Retired Tests Carlson TeS1111g, Inc. P.O.Box 23614 Tigard,Oregon 97223 � NO. CP-2353 Phone(503)SU-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS August 1, 1985 Client-- City of Tigard Project Tigard City Hall Police Dept. & Library Soil Description 1 1/2" Rock I�Mar. Dry Density 132.5 lbs./cu. ft. Optimum Moisture- 6.1 % Method of Trst Nuclear 3411-B paT/ Or I[fI T F"I'L IN-PLACEAE Nslf1'T E S T LOCATION ILIv.r/. . Ilir/.TCU. /t.: w CfM•AC OM 7_31 1 Library North Side, East Half 3rade 9.1 124.5 114..1 86.1 7-31 2 Library North Side, West Half 10. 1 130.6 118.6 8"..5 7-31 3 Library South Side, West Half_ 9.0 122.1 112.0 84.6 7-31 4 Re-test. of Test Nig. 2 8.9 .131..0 120.2 90.7 8-1 1 Library North Footing Line, Fast Side Re-test 10.1 131.6 119.5 90.2 8-1 Orth footing Line. West Sid . 8 133.6 17.1.6 91..8 8-1 3 Lib.-.:ary-South Footing Line, West Side Re-test 11.0 132.8 119.6 90. 3 8-1 4 Library South Footing Line East Side 7.9 130.1 120.6 91.0 8-1 5 Library West-Footing Line, Centt­r 9.3 133.5 122.2 92.2 8-1 I 6 Library East Footing Line, Center 9.6 1.12.9 1.21.'2 91.5 R�mar6s__ cc: Smith/Dull Partnership r.,Cartney-Johnson _ -- CARLSON TES7ING INC ee. .. OWNER ARCHITECT'S ARCFIIIECT �] FIELD ORDER CONSULTANTS CONTRACTOR MA DOCUNILNT 0708 FIELD (] OFHER PROJECT: Tigard Civic Center FIELD ORDER NO: 1 (name, address) Tigard, Oregon OWNER: City of Tigard DATE: August 1, 1985 TO (Contractor) ARCHITECT'S PROJECT NO: 84-1.2-4 McCartney-Johnson/General Contr. CONTRACT FOR: P.O. Box 185 Construction Clackamas, Oregon 97015 L CONTRACT DATE: June 13, 1985 You ,are hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the Work without change in Contract Sum or Cuntract Time. If you consider that a change in Contract Sum or Contract Time is required, please submit your itemized pruposal to the Architect imme,'-ately ind before proceeding with this Work, If your proposal is found to be satisfactory and in )roper order, Ihls Field Order will in that event be superseded by a Change Order. Description: (Here inuvl a wrlllen de,ctlplion ul the Inlegrcetailun tor change) 1. At contractor's option, bent plate with welded anchor bolts per typical interior column footing detail on Sheet S. 1 or same bent plai:e with two (2) 1./2" 0 parabolts is approved. The latter system is approved contingent that no more than 25% of the column end is routed out to allow for proper seating of column in plate. 2. Revise column bases in exposed areas of the Library to CB7's in lieu of typicpl bent plate. 3. At contractor's option the footings at the recessed window areas along the sown wails o+' the Library and City lia'il may be thickened slab similar to typical interior column footing in conjunction with typcial exterior footing. 4. Shower stalls in Mens Shower Room 4149 and Women,, Shower Room 19152 are to be recessed to allow for a maximum curb height of 4" from finish floor. Allarhments• (Here Inert listing it attached docurnenls 0- support de%cnptinn) ARC_tinFCT: Smith/Dull Partnership, Architects 20915 S.W. 1OEth Ave. _ BY: Tualatin, Oregon 97062 �-------��--� _-c---�__ AIA DOCU.MM G7og ' ARCHIIICT'S FIFLD OkDtR I APkll 1970 EnITION • AIA(9 • 01970 ME AM(Rl:AN INST17U1[ OF ARCHITECTS, 1735 NLW YORK AVE., NW, WASHINGTON, D.C. 20006 ONE PAG[ wr sio ® .w C•onstnirtion In.sprrtion&Relaied'I'rsts Carlson Testing, Inc. P.0.Box 23814 Tlgord,Oregon 97223 Phone(503)664-3460 w� ao._I"'P-2353 REPORT OF IN-PLACE SOIL DENSITY TESTS July 29, 1.985 C llen►_ City of Tigard i'roiect _,_Tigard City Ball Police Dent, b I-�rt.Y Soil Descrlpllon 1"-0 Fill Material.. from Progress Max. Dry Densly 116.5_ lbs./cu. ft. Optimum Moisture 17.2 _% Method of Test Nuclear 3411•-13 _ ri[lD IN-PLACE OE N SI T Y TEST LOCATION oisrue[ ILS[./:u 'T.I [[/ 110 17. N0. t ce..r,lt I.o. - T t 7-26 1 Southwest End of Librax L.5/8.5 Su t rac3 13.2 126.4 111 .7 95.9_ 7-26 2 East End of City Hall 0 G.5/4 + 20' " 10.9 127.1 114.6 98.4 7_26 3_ Northwest End of Library @ P.5/11..5 11.2125.3 1.12_.7 96.7 7-26 4 Past End of Llbrar}� P.5/6.5 _ 13.9 130.0 114.1 97.9 7-29 1. Cityffall @ A + 151/10 - 15' 11.8 123.9 110.8 95.1 7-29 2 City Hall @ A + 101/7 12.7 131.0 116.3 99.8 7-29 3 City Hall � A + 20'/4 + 10' 14.2 128.2 112.3 96.3 7-29 4 City Hall @ C' + 151/4 + 25 12.2 124.2 1.1.0.7 95.0 7-29 5 -City Hall (a F' + 81/7 - 10' 9.9 137.8 125.4 100.0+ 7-29 6 Libra_ @ M.5/4 11.1 132.4 118.9 100.0+ 7-29 7 Librax @ N.5/6.5 12.5 127.1 113.0 97.,0 7-29 8----Library @ ) .5/5.5 __ _ 13.0 125.4 110.9 93.2 I Rpr..olkscc: _Smith/Dull..narrtnershig__ -- -1"1srC_ tY-J4_hnsun------ _ CARLSUN TESTING INC s s Constrnedon Inspection&Related Test.c Carlson Testing, Inc. P.O.Lox 23614 Tigard,Oregon 97223 Phone(503)684-3460 July 2.9, 1985 #CP-2353 FIELD INSPECTION REPORT DATES COVERED: July 26, 1985 PROJECT: Tigard City Hall/Police Dept. & Library ADDRESS: Tigard, Oregon INSPECTOR: D. Leach 7-26-85: As requested, a proofroll test was porformed in the Police Building. Found grade to be firm except for the top 3" of ;soft, dry material. This area needs to be watered and recorlpacted. Respectfully submitted, CARLSON TESTING, INC 1 � Douglas W. Leach President OWL:11(2 CC: Smith/Dull Partnership City of Tigard McCartney-JOh-ison sa • • • 1 1 1 1 ' 1 1 • •i • • " goo I :1 1 1 woo 1 ■ ■S■ ■■■■w ■N■ ■■■.■E..■ ■■ ■..■■/■ ■ ■■ ■■■ ■■ ■r 00 min . ..■.■■■■■.�■�■R■aa■■/ ■ ■■ ■/.■ ■Na�MS ■ ■..�./ on 'ss" IIOCamovemmM.O■■HC:S.aasaa 'No III ■mmonsoa:.a:aaaO memo.■ :SENSE r■e mim SON ails::::=:.:: : :.■■�::■MORMON:: Mal ..:l■R:R■NOa.■/■ :■i=== .. ..■�. :.'rte.- ■NESS . .. e.■RIRS alsollos::::_: :O :aaa.■... . . . :. .ORmNM■... .■ ■■SEONMSe■ ■wsewww.�_NN ■SEEN. .. 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SSS■ .. ■ 000101 :4 :a aaaaaaaaaaaaaaaaaaaaaaaaaslaslo"'ll l 'l Olson on 11 ■.... .. _ 1 �C =�1�11■.■ • r� Cnnarnrction Ins/,rcrinn K-Hr/.ur.l 7'r.r �artsoi� Testing, Inc. PA Box 23814 Tigard,Oregon 97223 Phone(503)684 3460 July 29, 1985 #CP-2353 FIELD INSPECTION REPORT DATES COVERED: July 26, 1985 PROJECT: Tigard City Hall/Police Le-pt. & Library ADDRESS: Tigard, Oregon INSPECTOR: D. Leach 7-26-85: As requested, a proofroll test. was perfornted in the Police Building. Found grade to be firm except for the top 3" of soft, dry material. This area needs to be watered and reconpacted. Respectfully submitted, CARLSON TESTING, INC./ Douglas W. lAiarh President rUL:lto cc: Smith/Dull Partnership City of Tigard McCartney-Johnson I MUM .fir, Cons&ucdon Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 Tlgard,Oregon 97223 Ph-no(503)884-3480 July 29, 1985 #CP-?.353 FIELD TMSPEiCTTJN REPORTS DATES COVERED: July 25 and July 26, 191:5 PROJECT: Tigard City Hall/Police Dept. & Librac ADDRESS: Tigard, Oregon INSPECTOR. D. Tabert 7-25-85: W.itnossed placement of 237 yards of pit run material.. The 12th and final lift of pit rein material was spread in W'-12" lift with an 1.1500 Lbzer and rolled and compacted with a vibratory rolled in the Library Building. Witnessed placement of 572 yards of 1" fill material. Tit, first lift of 1" material wa.�, spread 4-6" with an 1150C Dozer and rolled and compacted with a vibratory roller under both the Library and City Hall buildings. There were six trucks .running, four intermittently. 7-26-85: Witnessed placement. of 781 yar,ls of 1" fill material. Material was spread with an 11500 dozer 4-6" and r,jlled and compacted with a vibratory roller under both the Library and City Hail buildings. There was a total of 6,787 yards of pir run material and a total of 1253 yards of 1" f-i.11 material, making 8,210 yards of overall total rock p.;aced. There were 12 trucks running and 3 trucks intermittently. Respectfully submitted, CARSON TF-5'r 7:NC. n Douglas W. Leach President DT:llo cc: Smith/Dull Partnership City of 'Tigard McCartney Johnson (.;�rnstroct(nn/ns(K•Riwi KKrhrrd'f..h Carlson Testing, Inc. PO Box 2J814 Tigard,On3gon 97223 Phone(5031684 3460 iu 1 y 25, 19135 NCP-7.353 FIELD INSPECTION REPORTS DATES COVERED: July 16 through July 24, 1985 PROJECT: Tigard City ball/Police Dept. & Library ADDRESS: Tigard, Oregon INSPECTOR: D. Leach, D. Tabert 7-16-86: As requested, contractor proefrolled sub-grade in library east half of building site. 4ound sub-grade to be acceptable except for some soft area, in the last 50' of the west half. These areas should be removed to firm material. 7-16-85: Witnessed removal of 1524 ,yards of old, existing fill material. Of the 1524 yards of fill removed, 444 yards of usable material was relocated on site for a future fill stockpile. 7-17-85: Witnessed removal of 1896 yards of old existing, fill material . Of the 1896 yards, 1020 yards of usable material was relocated on site for a future fill stockpile. Iry Cooper, Soils Engineer, gave approval to grade and rock in the library area. A portion of the material was later rejected because it did not pass a proofrolling test with a loaded dump truck. 7-18-85• Witnessed re:noval of 84 yards of rejected material which did not pass a proofroll test: located at the west end of the library. The soil had a high percentage of organic material and other material . Witnessed removal of 1500 yards of old, existing fill material . Of the 1500 yards removed, 756 yards of acceptable material were relocated to the future stockpile at the front of the project. Witnessed p'iacement of 748 yards of pit run material at east end of library. Witnessed proofrolling of material at west end of library after rejected material was removed. Proofrolling was acceptable. 7-19-85: Witne:sed placement of first lift of pit run being spread, rolled and compacted in an 8"-12" 1 •ift. A 11500 Dozer was used to spread pit run and then it was compacted with a vibratory roller. Witnessed proofrolling of material at City Hall Building. Witnessed removal of 1308 yards of old, existing fill material . Of the 1308 yards, 6413 yards were relocated to the future fill stockpile at the front of the project. Witnessed placement of 1199 yards of pit run. Second lift in library building was spread and roiled in an 8-12" lift. There were 9 trucks hauling pit run. Material under City Hall was proofrolled and found to be acceptable. 7-20-85: Witnessed removal of 1032 yards of old, existing fill . Of the .1032 yaros, 336 yards of acceptable material were relocated to the future fill stockpile. Witnessed placement of 1485 yards of pit run material. The third through fifth lifts under- the library were spread in 8"-12" lifts with an 1150C Dozer and compacted with a vibratory roller. Witnessed first lift of pit run material being spread and coa:p3cted in an 8-12" lift in the City Nall Building. 1 Witnessed placement of 935 yards of pit run material in the library 85. 130th the sixth and seventh lifts were spread with an 1150C Dozer 8"-12" building. thick and rolled and conpnrtttlucktSntermbtte�tjyroller. There were four trucks runn i rig Con a y 7-23-85: Witnessed placement. of 74b yards of pit run material in the library building. The 8th livibratoryspread roller.12Thethick secondwith lift in50henCity Hallthen build�ngeo and compacted with a was placed in the same manner. There were four trucks running constantly, two 0 which had pup trailers and ten trucks running intermittently. 7-P4-85: Witnessed placement of 1441 yards of pit run material. The 9th through lltlj lifts in the library building were spread in 8"-12" lifts with an 1150C Dozer and then rolled and compacted with a vibratory roller. The 3rd through 5th lifts under the City Hall Building were done in the same manner. There were 11 trucks running constantly and six trucks running in-ermittently. Respectfully submitted, CAR N TESTING, INC. (� Douglas W. leach President OT: llo cc: Smith/Dull Partnership City of Tigard McCartney-Johnson I I TIGARD CIVIC CENTER i INTERIOR FINISH SCHEDULE JULY 25, 1905 LEE LOVELAND ASSOCIATES 50 S.W. Second, Suite #420 Portldnd, Oregon 97204 (503) 243--5050 i i Tigard Civic Center July 25, 1985 INTERIOR; FINISH S';HEDULE Loc.tion — Item r Description _ FLOORING 1. All areas requiring Carpet Walters carpet except : "Index II" Reception #100 and Granite #13 Town Hall #`163 2. Reception #100 Carpet Bentley Town Hall #163 "Illusions" Stagelights #4 l i-0711 3 Reception #100 Glazed Thompson Tile Lobby #162 Ceramic Tile "Fiandre" Town Hall #163 (in pattern)* Tile type #3, field - Caribe ftGW!0, matte i ile type #2, stripe - Adamello #G860, matte Tile type #1, Dot - Salomone #G880, polished 4. All areas requiring Sheet Armstrong sheet vinyl Vinyl Seagate Rose/Beige #86515 5. All areas requiring Vinyl Armstrong vinyl composition Composition imperial Er celon tile, except: Tile 'Sterling #51904 Corridors 0103, 136, 142, 156 Staft Lounge #168 Staff Room 0198 *(Seg architectural drawings for patterns) Cont. s Tigard Civic Center July 25, 1985 Interior Finish Schedule Page Two Location Item Description 6. Corridors Vinyl Armstrong #103, 136, Composition Imperial Excelon 142, and 156 Tile Hazelnut #51905 (in pattern)* Sterling 051904 Mauve #51902 Shelter White #51836 7. Staff Lounge Vinyl Armstrong #168 Composition Imperial Excelon Tile Excelon Feiture (in patt-arn)* Hazelnut #51905 Teal #51906 Mauve #51902 White #56791 8. Staff Room #198 Vinyl Armstrong Compositio.i Imperial Excelon Tile Hazelnut #51905 (in pattern)* Blue Gray #5190:1 Al uve #51902 White #56791 9. Women #101 Ceramic Dallas Ceramic Tile Men #102 Mosaic Tile Malt #DK 88 (in pattern)* Tan #DK 38 *(See architectural drawings for patterns) 10. Vestibule Rubber Mat Futurus #161 , 192 "Tuff Stuff" Barktone BASE 11. All hard surface areas 4" continuous Flexco requiring rubber base rubber base Light Gray #25 with co,,e 12. All carpeted area. 4" continuous Flexco requiring rubber base rubber base, Light Gray #25 toeless 13. All areas requiring Vinyl reducer/ Flexco vinyl reducer/edges edge stripe Black Cont. Tigard Civic Center July 25, 1985 Interior Finish Schedule Page Three Location _ Item Description 14. Reception #100 Glazed Thompson Tile Lobby #162 Ceramic "Fiandre" Town Hall #163 Mosaic Tile Caribe #6420, matte 15. Women #101 Ceramic Dallas Ceramic Tile Men #102 Mosaic Tile Malt #DK 88 16. Women #101 'rile Grout Custom Buii,iing Products Men #102 Fawn #150 See next page for Paint Schedule 1 Tigard Civic Center July 25, 1985 Interior Finish Schedule Page Four Location I tem Description PAINT (Reference Paint Plans #P1, 2, 3) Color- to match : 17. Conference Paint #P1 Ameritone #1760C #177 - south Gulf Stream 18. Staff Lounge Paint #P2 Ameritone #179E #163, doors Misty Turquoise and frames 19. Staff Lounge Paint #P3 Ameritone #179F #168, walls Shadow Blue 20. Library #194 Paint #P4 Ameritone #166D East Orpheus 2 Library #19u Paint #P5 Ameritone #166E South - column #Q7-P8 Asia Blue 22. Library #194 Paint #P6 Ameritone #166F South - column #P8-08, 9 Cathedral Blue 23. Library #194 Paint #P7 Ameritone 91666 South - column #08-9, N8-9 Yosemite Violet Office #2.01 24. Library #194 Paint #P8 Ameritone #166H South - column #N8-9,M-9 Heatherbell 25. Multi-Purpose Room Paint #P9 R.odda #E10907 #144 east Light Rosewood Cor r;c+or #103 - west Corridor #156 north Corridor #142 - east Corridor #136 - south 6 north � All City Hall walls unless otherwls^ noted 26. Women #170 Paint #E310 Ameritone #193E Men #171 Misty Rose W. Toilet #203 N1. Toilet #204 Staff Room #198 - west All walls unless otherwise noted Cont. Tigard Civic Center July 25, 1985 Interior Finish Schedule Page Five Location _ Item Description PAINT CONT. Color to match : 27. Conf. #176 - north Paint. #P11 Ameritone #19413 Conf. #183 - north Rambler Rose 28. Women #170 - south Paint #P12 Ameritone #193D Men #171 - north Autumn Leaf W. Toilet #203 south M. Toilet #204 - south :9. All doors and frames Paint #P13 ?odda #E11014 in Police, where kledium Rosewood walls are to be Paint #P9 30. All exterior Paint #P14 Miller Paint #2690D window frames, 31 . Circulation Desk Paint #P15 Formica 9880 #196, soffit above desk- Thistle vertical face (public side) behind light fixture and 2'11" horizontal surface 32. Women #101 Paint #P16 Formica #856 Men #102 Vicuna Door, frame 33. Library - all walls, Paint #P17 Formica #874 doors, frames, unless Violet Haze otherwise noted 34. Reception #100 Paint #P18 Formica #905 Lobby #162 Silver Town Hall 9163 Vestibule #192 Faces of wall panels All other surfaces unless otherwise noted All Police walls unless otherwise noted Offices 4178, 179, 180, 184, 186, 187 - north; walls, doors and frames Staff Ro,)m #198 Toilet 4199 Walls, doors and frames, unless otherwise noted Cont. Tigard Civic Center July 25, 1985 Ir.'erior Finish Schedule Page Six Location _ r Item Description PAINT CONT. y Color to match: 35. All surfaces of Paint #P19 Formica #953 wall panel reveals Ice White (#100, 162, 1G3, 192, 195) All ceilin:-- to be painted which may include associated structure and ductwork. (includes trusses in Lobby #162) In Comm. Devel. #175 and Finance #186, include upper 2'4" of wall (to bottom of purlins) . Women #101 Alen #102 Well area above ,plastic laminate All doors and frames in City Hall, unless otherwise noted 35A. All doors and fra nu, Paint #P20 Rodda #11016 in Police where walls Dark Gray are to be Paint 4P18 r� Tigard Civic Center July 25, 1985 Interior Finish Schedule Page Seven Location Item Description WALLS 36. See previous Paint Schedule for majority of walls 37. Women #101 Plastic Fo► ,oica Men #102 Laminate Vicuna #356 Matte 38. Clerk #165 Acoustical Armstrong All surfaces Fabric Soundsoak 60 unless other"Nise Pearl Grey noted 39. Clerk #165 Acoustical Armstrong Panel centered Fabric Encore behind clerk Aquamarine (approx. 411-1 x 7"W) TACKBOARDS 40. All walls with #P3 Tackboard A.S.T. paint, (Staff Lounge Fabric Liege #77 #168) Mist 41 . All walls with 09 Tackboard A.S.T. ,paint Fabric Liege #77 Taupe 42. All walls with #P11 Tackboard A.S.T. pa7nt, (CGnf. X1176) Fabric Liege #77 Rose 43. Library #194 Tackboard Desiyn Group Tackboard 5 at north Fabric Panel Fabric #PA 1 19 44. All walls with #P17 Tackboard A.S.T . paint, (Library Fabric: Mallard Building only) S�, 45. All walls with #°18 Tackboard A.S.T. paint Fabric Mallard G rey Cont. NLmw.AL — M Tigard Civic Center July 25, 1985 Interior Finish Schedule Page Eight Location _ Item Description CABINETRY +46. Lobby #162 Plastic Top at 4V'H (including bullnose) Finance Counter Larr;inate Formica "Color Core" Burgundy #966 Vertical surface of reveals 7t face of desk: Formica Spectrum Red 4845 All other surfaces of plastic 3 laminate: Formica "Color Core" Silver #905 47. Lobby #162 Tackboard A.S.T. Finance Counter Fabric Mallard G rey 48. Lobby #162/ Plastic_ Top: Community Devel. Laminate Formica 9175, "Color Core" Comm . DeN 1. Counter Burgundy #966 Matte Vertical surface of' reveals at face of desk : Formica Spectrum Red #845 Matte All other surfaces of plastic laminate: Formica "Color Cure" Silver #905 Matte Cont. �s r aP r Tigard Civic Center July 25, 19b: Interior Finish Schedule Page Nine Location Item De3cription CABINETRY CONT. 49. Staff Lounge Plastic Top and backsplash: #168 Laminate Nevamar Rose Pearl #5-1-23T, textured Base caUnet: Formica Dusty Jade #879 50. All cabinetry in Plastic Formica ** Police and City Hall laminate Silver #905 Matte unless otherwise noted 51 . Staff Room #198 Pi--stic Nevamar Laminate Rose Pearl #S-1-23T, textured 52. Vrork Room/Storage Plastic Formica #197 Laminate Orchid Haze 9974 Matte 53. Circulatior Desk Plastic Formica #196 Laminate ThiFtle #880 Matte MISCELLANEOUS 54. Multi-Purpose Room Accordion Modernfold 0144 Folding Jute Texture Partition Grey #32795 55. Women #101 Toilet Men #102 Partitions Bright White 56. Library #194 Suspended Lightolier Quiet Room #195 Light White #5538 Fixtures ** Count-: at Reception #100 to be "Crior C,)re" on public side, Cont. Tigard Civic Center July 25, 1985 Interior Finish Schedule Page Ten Location I tem _Description _ MISCELLANEOUS CONT. 57. Lobby #162. Wall Sconce Koch & Lowy White (#W23/FL/13W) 58. Library #194, Wood Finish Match sample on file all wood structure in LLA office to be stained END OF FINISH SCHEDULE Tigard Civic Center August 2, 1985 FINISH SCHEDULE - ADDEi"DUM Location _ _ Item_ Description 1 . All areas /',II miscellaneuous Match walls and ceilings m-itaI in which metal occurs 2. Lobby #162 Rolling grilles/doors #pie Tigard Civic Center July 2.5, 1985 Interior Finish Schedule Pare Four Location Item Description _ PAINT (Reference Paint Plans #P1, 2, 3) Color to match 17. Conference Paint #P1 Ameritone #1760C #177 - south Gulf Stream 18. Staff Lounge Paint #168; doors #1'2 Ameritone #179L= Misty Turquoise and frames 19. Staff Lounge Paint #P3 Ameritone #168, walls Shadow Blue 20. Library #194 Paint #P4 Ameritone #166D Fast Orpheus 21 . Library #194 Paint #P5 Ameritone South - column #Q7 P8 Asia Blue 22. Library #1194 Paint 4PG Ameritone #166F South - column #P8 08, 9 Cathedral Blue 23. Library #194 Paint 9P7 Ameritone #1666 Soy th - column #08-9, N8_9 Yosemite Violet Office #201 24. Library #194 Paint #P8 Ameritone #16611 Souih -- column #N8 9,M 9 Heatherbell 25. Multi-Purpose Room Paint #119 Rodda #E10907 #144 east Light Rosewood Corridor #103 - west Corridor #156 north Corridor #142 east Corridor #136 south 6 north All City Hall walls unless oth`er'wise noted I Women #170 Paint MP10 Ameritone ripe;! Mon #171 Misty Roti,, W. Toilet #203 M. Toilet #204 Staff Room #19H west All walls unless otherwise, noted t rlt . i s Tigard Civic "enter July 25, 1985 Interior Finish Schedule Page Five Location ___ Item Description _ ^- PAINT CONT . Color- to match . 27. Conf. #176 north Paint #P11 Ameritone #191m Conf. #183 - north Rambler Ro-,o 28. Women #170 - south Paint #P12 Ameritone #10317 Men #171 - north Autumn Leaf W. Toilet #203 - south M. Toilet #204 - south 29. All doors and frames Paint 4P13 Rodda rt. t 1014 in Police, where Medi,.nn Ko•w%vood walls are to be Paint #P9 30. All exterior- Paint #P14 Miller I'Aint #2(1901) window frames 31 . Circulation Desk Paint #F 15 Formica #t18o #196, soffit above desk- Thistle vertical face (Public side) behind light fixture and 2'11" horizontal surface 32. Women #101 Paint #P16 Formica k8511 Men 0102 Vicuna Door, frame 33. Library - all walls, Paint #P17 Formica 1$074 doors, frames, unless Violet 10:v otherwise noted 34. Reception #100 Paint #P18 Form;ca tlwl, Lobby 9162 Silver Town Hall #163 Vestibule 0192 Faces of wall panels All other surfaces unless otherwise noted All Police walls unless otherwise noted Offices #178, 179, 180, 184, 186, 187 ri m th , w,ilk, doors acid fl .11111-, Staff Room OIQR Toilet #199 Walls, doors and frames, unless otherwise noted Cont . Tigard Civic Center July 75, 1985 Interior Finish Schedule Page Six L-ocation _ I tem _ Description PAINT CONT. Color to match : 35. All surfaces of Paint #P19 formica #953 wall panel reveals Ice White (#100, 162, 163, 192, 195) All ceilings to be painted which may include associated structure and ductwork. (includes trusses in Lohby #162) In Comm. Devel. #175 and Finance 0166, include tipper 2''I" of wall (to bottom of purlins-) . Women #101 Men #102 Wall area above plastic laminate All doors and t rames in City Hall, unless otherwise noted 35A. All doors ano frames Paint #P20 Rodda 011011 in Police where walls Dark Gray are to be Paint 4P18 i With referen��e to pruje �t material for Ti-gard ('ivi,- Centl,r. Sec. - 02010 Foundation Soils Report by COO per Sec. 02100 Part 3.00 Sec. 02200 Part 2.00 and 3.00 After Study of Contract documents - Specifications and Plan:, and a careful survey of the existing conditions at Job Site, it is my opinion that the Contractor should have been aware of all existing conditions and that the removal of any undesirable soil@ conditions and compacted back fill to acceptable density would be part of his work. I can see no soil. condition that Would be of unexpected extra work. i beli:ve 90% of existing excavation of soft area may be. replaced as an engincerpd fill. T see no reason for advancing money to contractor fur unknown value of work he claims as an extra. ��S / E. . Walden, Building Official TIGARD CIVIC CENTER PROJECT DATE: my 10, 1995, 10:30 a.m. PRESENT: Fran*, urri.e, Norm Dull., Liz Newton, Joy Martin, Fd Walden, Dori Eudaly (sub for excavation), Ray Ilerg SUBJECT: R,aspons bility for costs for additional excavation 1 . City' s initial position is that based on the soils report, the Contractor should hiave had reasonable expectation to allow for a certain amount of work in the area in question and that it therefore does not fall. under the unit price provisions. (ND) 2. Is this even under extreme amount.7(RB) What parts of the specs does the City cite?(Lp) 3. The City is probably willinq to recognize part responsibility for extremes . The City is citing Section 022000, Part 3 .01(A)(1) ,.inel Section 02010, Part 1 .01(A)(263) . (ND) 4. The City is willing to pay or finance for the work needing to be done, with the understanding that the City is not assuming responsibility, but rathe.- does not cant to hold up the Contract. Once the responsibility is resolved the portion responsible to tFe Contractor will be deducted from the retainage amount or added to the Cortract. �FC) 5. T-he excavation job was b'd (by the sub) with a unit cost for soft/wet, and their interpretation was that it was nog. part of the bid. The extra cost will be more than the bid They went ahRad and dice extra pot holes on the s4.te on Friday to determine the proilem. (DE) The excavation i3 a guestimate and the general contractor relys on the sub to interprete respons,bility and to bid accordingly , The ocher subs bidding on it probably made the same assumpti.on. (RB) 6 The Contractor is responsible to do excavation to subgr&&. There is reasonable expectations that there was fill and may be more than the test. pit. The Contractors had the soils report for the bid and the page prior to the report states the Contractor has fu' 1 responsibility . (FC) 7. Disagreement exp,-essc : on extent of responsibility and rea3onable expectations. Al but the su! agrees there is a gray area. The su:,, feels there is no gray area, and it dou-I es the original cont, Both Ray and the City want to proceed and agree thy, soil in question needs to be removed. 8 Recommend dare Iry (soils) and Carlson (tenting) out or, the sit? to check and countthe loads going on and off thq site. Will then try to resolve and come to a mutual agreement. If that will not be possible the next step for resolutian is in the tour}s . The Architects stand is that there are groinds for a compromiQe. (ND) (restatement by Ray on proceeding with t,ta work and to wor4 towards rosolut.ion) UIL MM_MjLMqKMqML�MjMMq 9. The City agree9 to the change order with conditions. Still recommend that a process for decision is agreed upon prior to the completion of excavation. /.CC) (ND summarized for DE yesterday's discussion) There are two extremes, and we each need to agree to a compromise position. (FC) 10. There is room for compromise for agreement. (RB) We do not want to stop work on the project. (FC) 11 . Need a letter from McCartney—Johnson stating they recognize the need to look for a compromise. The City with the assistance of the City Attorney will draft a letter to the Architect outlining the conditional change. (ND) 12. The sub needs written instructions from McCartney--Johnson to proceed (DE) which Ray agrees to provide today . Ray agrees *o contact Carlson Testing when work starts again. adjourned 11 :00 (0903p) 7,1,E 1.e t F. T MF:MORANDUM CITY OF TIGPRD, OREGON TO: Joy Martin, I.i7 Newton, C-4 Committee July 9, 1985. I FROM: Frank Currie, City Fnginner SUBJECT: Site Inspection for Soils at Civic Center 7/5/65 -- 2:30 - :30 I. inspected the site today with Norm Dull.; Iry Larson, roils engineer, and Ray Berg, contractor, concerning the amount of fill to be removed along the south portion of the site under the S.W. corner of the library arid the S.F.. corner of the City Hall . The diSCU3slon centered around what should reasonakaly be expected for removal. based on the soils information supplied . Consensus seemed to be that all fill material encountered ar c,und and at least half way to the adjar.ent test holes which showed no fill should be considered part of the bid and that suitable l'i31 material on site should be used. Any additional imported fill should be paid at unit prices in the bid. It. was a,ticipated that, excavated material could mostly be used for berms and building backfill outride tho building lines . I would not anticipate any extra costs herein. The contractor may work on Saturday, July 6, 1995 to accomplish the excavation. Iry Larson volunteered to be on site to observe . The contractor will call him to verify . (FAC: br/1581P) 20915 S.W. 105TH AVE., TUALATIN, OP 97062 503A392.6065, DATE WITH.- PROJECT Tt'�"Y-4309C= JOB NO: . FILE NO: COPY TO: ❑ TELEPHONE ❑ MEETING INSPECTION BY. 1-7 vroj s tq>rv, 1`- �_ - �� �_c.�_ .Vic__ .�_.� c .-� �.�_cam! . �i ol fl E TT- I BUILDING PERMIT APPLICATION TIGARD DATE_ �y `' 5452 THE UNDERSIGNED HEREBY APFLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING P'.A NS AND SPECIFICATIONS. OWNER PHONE OWNER -it pf T LOT NO. y lgard JOB ADDRESS !3!�S k' taw V l Lvd. ARCHITECT ENGINEER BUILDER ADDRESS DESIGNER STRUCTURE [,�{ NEW ❑ REMODEL ❑ ADDITION ❑, REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE Ej COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GAVAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY f�A—XAND USE ZONE � f?_BLCG.TYPE SN FIRE Z.ONE_ ._.PLAN CHE:,K BY �' HEAT Constnet_ Civic Geer Cosaplex. Police, illy iiall and Library. Inclikless all on Lite Work. All per approved Mans and Building Cuda. fiequircoomta. SEWER PERMIT M` 28+69 10du Vire Spriukle::p Plumbia_atW VVachattical, Permiri Required. — OCC.LOAD _ FLOOR LJAU canc_r(I WEIGHT 16t NO.STORIES I AREA 31,333N0.BEDROOAS VALUE a701Je000 ©UILMENT SEER Py��" _-. _DING DEPARTSETBACKS FRONT —"RC'AR LEFT SIDE RIGHT SIDE Permit_ _ THIS PERMIT IS ISSUED SUBJECT TO THE NFOULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND At L APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT THE Plan Check_ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECII ICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERM11 DOES NO( WAIVE Sub-total —_ ` RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPAP.ATE PERMITS REQUIRED FOP SEWER.PLUMBING AND HEATING. State Tax \ _. fotal SDC— _ PDC9 APPLICANT OR AGENT By Receipt No Approved _ �. '_�i ADDRE98 PHONF DATE oNsp TYPE INSPECTION REMARKS --LUMBli'AG r)ATE Sontract, mt No Fiwtu It HEATING ,---Contract-j- �� — y ontract-j- �t 14#, Porml,No. Gas or Oil Rootch-in lot lav EWER qJ4/1 I- F. .1 DRIVEWAY F- W Al i Llf &24� F it 'Ela 12 jisina9p 0-4 f---- Final r rb&Street Final Anproach IN Al.,t. ATF y I ,-I Ar . T Final I anchcaping Zinin,Final BUILDING PERMIT APPLICAT `y f'IGARD DATE_.— — _.,19.:-=--- 5452 THE UNDERSIGNED HEREBY APPLIES t-OR A PERMIT FOR THE WORK HEREIN IND,_iTED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PL ANS AND SPECIFICATIONS. OWNER PHONE LOT NO. -- r4VNER (itY u i 1 I� �' _ JOB ADDRESS 13125 SW Hall Blvd• ARCHITECT — ENGIMEER -pUILDER "_ ADDRESS ---_DESIGNER STRUCTURE � k NEW _ ❑ REMODEL C] ADDITION ❑ REPAIR ❑ RENEWAL C_FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCEL. COMM Cl EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS FJ PATIO L_4 CAR I.ORT CJ GARAGE 11STORAGE EJSLAB❑ FENCE OCCUPANCY k-_2.41i"AAND USE ZONE __-�1) BLDG.TYPE =' FIRE'LONE___PLAN CHECK BY T d HEAT.---_ --- _ 63� ._S �tBx, gisr�' Hall _- --- nui.l(;itw SEWERPERMITk 7t14b9 �` ;Tn- ;i�ri.iis )ex. l'li>�bin� nr i�ACh�ri�cal. I'e!littxt� �' Iliire_�. t� �t EiCHT s NO.SSTORIES' AREA LEFT. VALUII 700 t)W OCC.LOAD — -----FLOOR LOAD�ti�Xw_�-- - ._ ... 1 g+.---_--__—__�---------------t,3 jNO.BEDR07M3—_ �—�.._.....�- - _SZE ANEAR SIDE RIGHT SIDE —_Ell IIAI dG DEPARTMENT`_— ] SET BACKS FRONT - _T — nr;nTtlt _ I THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICAaLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check_ V .r, WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC;' �RLICANT OR Total -- — PDCN V' rrnred + Receipt No. App 7 ADDpES8 — — _ _PHONE+ u� s CITY OF TIGARD, O! EGON MEMORANDUM TO: C-4 Committee & Norm June 27, 1985 FROM: Bob Jean, City Administrator le SUBJECT: Follow-Up from 6/27 meeting ED: Permits ready but not yet picked rip. JO)': Performance Bond received. File with City Reco �der. JOY: Groundbreaking and Authoriza'.-ion to Proceer today. FRANK: GTE description and application request ready to send to GTE 6/28/85. Joy to assume lead role with Randy and Tim after Frank leaves. FRANK: Coordinate with TWD/Santee re. Water Plan and cost. Also coordinate Plan with Norm as to 'design and work by contractor vs. work by TWO. JOY & Get construction take out curve from Contractor so we can do NORM: budget outline. JOY: Contract outline? BOB: Update Budget once take-out and contract outline are done. JOY & Check on Energy Room possibility re. HVAC system controller Jnit. NORM: JOY: Have Performance Boni checked by our Insurance Agent and by City Atty. Have Brian Dooney contact me about "All Risk". JOY & Check with Jerri Widner re. joint check paym nt to General Contractor NORM and Sub-Contractor. JOY & See that Bording �ompany is given copy of Monthly Report. Let's NORM: discuss Monthly or Periodic Reports. Copies to Council and Civic Center Advisory Committe. �tTE LIZ: Special Inspector's Daily Log. Also be sure to check daily with -Jr,4rvJTGdc, r NORM: Check with Irene re. Counter, Lighting and Acoustics. NORM & Work on a draft letter to contractor as to Lost-sharing on change FRANK: order savings. JOY: Work with Norm on parabolic diffusers option in City Hall . MEMVRANDUM CITY OF TIGARD, OREGON TO: C- 4 Committee and Architect �� June 20, 1985 FROM: Bob Jean, City Administrator G SUBJECT: Meeting of 6/20/85 v JOY Coordinate plan sFts and PR blueprint plans . FRANK & LTl Coordi.nat4 NLP/SDR Conditions still unmet: 1 . 5 sets plan-profile public improvement ciristruction plans (Hall St. LID) 2. Itemized construction cost estimate (Hall St. LID) 3. Sanitary sFwer plan (acrr,ss Park to trunk and related budget adjustments) 4. State :street openr.rrj permit 5. Dedicate additional Hall Blvd. right-of-way (LID) 6. Joint use and maintenance agreement on common driveways (I.iz with Mark O'Donnell.) FRANK Cgordinate all utility improvements as to completeness and coordination of bids (water, sewer, etc. ) FRANK GTE right--of--way agreement JOY & FRANK Hard Hats sign JOY & NORM Coordinate re: control panel - Motorola? BOB & FRANK Coordinate on budget re: LTD, water, sewer, etc. BOB Update budget:/cash flow after receipt of contractor' s take-out curve JOY Chart out construction check list -per contract autline. NORM & FRANK Develop Review & Substitutions Policy on substitutions, approvals and ,_,ost-splits. JOY & NORM library Circulation desk Change Order Mi preliminary construction cost estimate. IRENE & NORM Coordinate on spacing of lighting and whither to use stack lighting or, extra ceiling lighting. JOY & NORM Goordinate oxi interior colors within palate ranges approved by Civic Center Advisory Committee and get exterior colors to CCAC for, approval . bOB & NORM Coordinate on signage, budget, and landscape. 809 & NORM Notice to pr-.-)coPd authorization. FRANK & NORM Coordinated on PGE lighting? W8 & NORM Coordir.Ate on ^A system? .JOY & NORM Coordinate on Construction Take-.Out Curve, Contractor' s Detail, and Bar Graph/Payment Schedule. NORM Coordinate with Loreen re: sprinkler layout and vault/records ares lw/2905A u �....- Construction lnspecdon&Rehired Testi Carlson TestlriEL' Inc. n k 12 CONCRETE P.O.Box 23814 REPORT OF TEST 51'"CIMEN S Tlgard,Oregon 972)3 – — —' Phone(503)684-^,..0'.1 Date M)Ided: — b-18 , 19 L5Job No. CP-2303 Client: Fleck Const. Co. Project: Harfl ton Pled �— ------ - - - Address- TJ Ward. 1"0[1 Contractor: __ F 1 Pck ('nnct Sub Contractor: __ R 1 Chard T. Sh aw Concrete i,ipplier: Western PACif iC _. Truck No. Ticket No. _ 51469 Cost By: _ 11 Talrrirt Test TiriR: . Load N!r. Weathe': Sunny Terop. Nigh: Temp, love: Location of Placa-ent: Foot lny,, 11-B, 10-B, 9-U, 2-F, 12.2-F. 10.6-F, 9.8-F, R.?-F. Cu. Yds. Cone,ote Temp: _ Strength Requirement: 3000 PSI a 28 days Slump�3 —� Dement Type Mix No./No. Socks_ Mix # 1725 Air Content_. — _- Max. Aggregate: 3 — Admix. Amount: _ _ Brand: Admix. Arr •: v Brood: .__. _ Set Test a Register Date r Date Unit T rota) Area Unit Report Nom Number Recd Test Wt. Load PSI No.— 1 7 6956 6-19 6-25 64,625 28.`'7 2290 2. i 6957 6-19 6-25 t 64 151 2.8.27 2279 2 - — 28 6958 6-19 7-15 _ 809584 28,27 2850 4 —._ 56 6959 6-19 - 3 _86, 23 28.27 '050 5 Remnr;sr, cc- City of Tigard sib � ■ MEMORANDUM CTT( OF 11GAVD, OREGON TO: Ed Walden, Building Official June 1.7, 1.985 FROM: William A. Monahan, Director , Community Development SUBJECT: S;DR 29--85, ML-P 4-84, Conditions of Approval The T'iga.rd Civic Center project received the above referenced approvals in February. The approval of the SDR included a number of conditions, some of which remain unmet . Al.t:hcugh Condition #1 states that: all conditions shall be root prior to issuance of building permits, i.t appears that some items are Lehi.nd schedule, I: have examined the condi.Lions and find that Conditions #3, 4 and 7 can b accomp) ished shor+ly after permit; i.3suan(.-.P without an adverse impact. The City is committed to these conditions, therefore, no additional assurances are needed. Conditions #5 and 6 are being workod on by Frank Currie. He. will. be coordinating the City initiated L.T.D. for t:he area. Please be assured thet the City commi.ttcae coordinating ►.his project will immediately be addressing the means of complying with all conditions. A).1. conditions will be met: in the very near, future, therefore please process all building permits immediately with these assurances. Yk;kN � IRL fl � Dl � CliO (1 DISIRICt P O BOX 127 0 TUALATIN, OREGON 97062 • PHONE 6822601 TIGARD CIVIC CENTER LIBRARY May 22, 1987 13055 12828- 2 253D -301-000 Insp. Type RHF Dear Norman Hull, This is a Fire and Life Safety Plan Review and is basad on the 1982 editions of the :tate of Oregon Structural Spe- cialty Code and Fire and Life Safety Code (UDC ), the State of Oregon Mechanical Specialty Cade and Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Cod* (UFC ), and othe=r local ordinances and regulations. Please sibmit to our office, three (3) sets of automatic sprinkler protrc tion plans. Approval of submitted plans is not an approval of omissions or oversights by this office or of non--compliance with any applicable regulations of local government. If you have any questions regarding this letter, or if I may be of assistance in the future, please feel free to call me at 682-2601 . Sincerely, Marie Williams Fire Prevention Burcau i r N 000 a O 0 0 0 L O \ N 0 m " 0 L ui ss \ a J� I 1 Nil► Q N ODO' � m-, Z p r Y u N n ton Cr(n (n to r r rd ro � d re d n a Y n Y v O > ti : \ E N .+ O > Oc rocly A ~ 7 ro u ] uU N to L• 7 d fa u u u n W > C u ua �.cc cr d r r 3 a L 0 0 E n n G N r Oc V r r F n no r U)tflN rv Cc -u L m OA- 0 0 O M O IL + •+ L r1 A u u m u o R. 7 LL a 0. a a \ In p n o 0 0 0 aNco 0 rgm in dh - -+ NNNNNNNN IZ Z ` w w w d Y d N a V d Y J J 2 u cr c o C o M o c o Z w in W W W N -j CL JJ1 JtL � � � u J W (K ZO Z a- a-• n-+ a.+ rO ro to 0 X I. o r o o + 3 3 3 .J u Ul tL Q f. L ro L ro F ro F ro „ a u u r a 3 a 3 a 3 a. 3 ro ro ro C a a A L Q z En J Q O Ir [ aao. am x ~ .� tt a to v r, to tr 0 (U t'I a in .p N m 1 W tL C .. .. 7 Z .. ^+ N tV N fV rV NN N N O rj U ♦- O Q U Z V C y w W 1 2 ro LL Y o ro t) . R O U NOOQ u Y v C o t), oN LL ZtD Z U Z F N C C C O ro O O L 0 O Y ro \ \ a o o J a C u o t (L a Z „c o o w U OUr O Y Y Y4 .J F a r r ro -� Y Z y .. w r) y ro to m4 n .r nnua, F- tY tY a I N u u u 0 -. . r. T ? O m to > J LL Q LL U o O V o V uF1- J tc t " �0 O r) Z J L N G J _I o m a 0r) „ ,p .. r) c V uJ vv v _1 41 Yr O N u H N µ F v G o J n i M a G• 0 O O O N Of-) N M H u a C V V V 6 d a Y N L n r i u C 1L .1 Y 10 .. d r A O r1 F > r A ro E Y L w w w to In ! d n n - r a In i+ O \ n :y 7 7 U V F O u S S 2 Il C Q cn Y C I n Y C C d to L L C m a un 1 O a 7'0' {_ L a W O C > a N M a u a O F d a U) 3 N d r U) O a n m N in Ut �� u -.a 4 •� ^+N 00 F- F Q Q ^' 1 u 0 0 F u U u a 4 p u n r_ t r C I F .. [1 C „ F U a— co o ,. 1 It A 3 4 L V c) t j a u u u U) LL. n n o a rn o v 7 0 .. v :* rn H V B F L L J c - u � .+ L F Y Y -+ a c L O (7 D Z 1 C. tT ro t -• v Y tot o v Y m F L r a ] • C �• U U Oce n v E ro Y Oc r w w w O O a s r- d U C 2 + Q V v a U) 4 U F r n 0 ro 3 �' Y U L ro ++ r d N V ro C C n Y U) V O O O u c>u Y Y O m M a n Y Y O n n ro +' O L ro 0 r c O o o m M 41 7 7 pQ rEp r n m OC L m 41 u W W•C+ •�• 4n- 3Z11 U7 U) QU) U)tJ) 3U1 tt (9mV- 1t2c•+aa0: OD044 rd LL .+ Nt`7Qo41, wp' O •••Nt` 4n — CdM4 to 1)f- a] (y o - "�� r) -�NI') d Yl .pt,w0 Q •• Nf') �itn l r X' CITY OF TTGARD, OREGON MEMO;iANDUM TO: C-4 Committee May 17, 1985 FROM: Bob Jean, City Administrator SUBJECT: Follow-Up to 5/15/85 meeting I iNK: GTE Easement and Temporary Permit of Entry from Everett. BOB: Revise & update -fidget and options for Council ratification. EDs Fees to Architect and within estimate. Lbs Still working on Sprinkler Deductive Alternate $40,000-$50,000. 1 III BOB: Contact P&R Chairman Blaurock re. Work Plans & Civic Center. LIZ: P & R Board presentation on SDC funds. JOY: Architect';, contract documents (3 sets. . . repeat comment). JOY: Work with Norm, Frank and Ed re. Contract Administration System: o Pre-Construction Conference o Contractor's Detail Cost Breakdown o Take-Out Curve/Bar Graph Schedule JOY: Work with Frank and Ed re. Contract Outline and Standard Forms. . . Flow Chart for SOP. . . Report to C-4 Committee for process approval . . . Timelines & deadlines. . . . . JOY: Liability Insurance Umbrella BOB: Works w/Norm on P.A. System. BOB: Memo re. City Administrator authority to C-4 Committee FRANK: Check w/No n C-4 Reaction scenarios PROJECT ORGANTZATION: I City Administr-itorArchitect/Project "Owners lnteres�"� M r Contract Administrator P/T Special Inspector 1`I LnnCONTRACTOR.i: Bu i 1 d i r Fhgi nE�e i ng L� - - - - - - - - - - - - -J " (XVTCIAI, INSPE}vT1rM11 rw ® A " SMITH/BULL PARTNERSHIP i�ETT�R OF TF3�ARAS��ITT�►L� r4 20915 S.W. 105th TUAI_ATIN, OR 97062 --- 85-12_4__-_----_--_r- 5/13/85 (503) 692-6065 Tigard Civic Center City of i i 7 a rd _ ---—--- -�-- Building Codes Review WE ARE SENDIN0,, YOU the following. Fx] Attached ❑ Under sprarare cover vie I ❑ Shop Drawings Specifications ❑ Copy of tetter ❑ Change order Prints ❑ Plans ❑ Samples ❑ _ _ _1. — r S DATF SlUtIAMP — DESCRIPTION . 1 3 #2 Enclosed i s _ -•----- -- ---__. Sheet LA 1, revised which was inadvertently omitted-from Addendum #2. , THESE TRANSMISSIONS ARE: !' (� For yo,n approval ❑ Approved as submitted [] Resubmit with copies for approval For your use ❑ Approved As noted ❑ Submit__ copies for r isirlbution ❑ As per your request ❑ Correctlors noted ❑ Return— correeted faints ❑ For your review and comment(q) ❑ .� i ❑ FUR BIDS DUE _ 19 ❑ PRINTS RETURNED AFTER LOAN TO US FaEMARKS i r'Opr rO file SIONATI --_— inert fn's F�„ IF VIC1.11sUPES ARE NOT As nEsrpleEo,PLEASE NOTIFY US IM►AEDIATFLY V. I MEMORANDUM CITY OF UGARD, OREGON TO: C-4 Committee (Frank, Ed, Liz & Joy) May 10, 1985 FROM: Bob Jean, City Administrator SUBJECT: Meeting of 5/9/85 /� Oc; oUd ED: Coordinate with Norm on fees to be paid and waived. Prepare :9 t-� -- _ti s t i ng. ��� BOB: Mayor re: GTE BOB: Parks SDC $ SOY: Coordinate re: contract:.. LIZ: Tax Lots consolidated. JOY: Check that plastic ripe approved for sanitary Rewer lines is in 2nd addendum. LIZ: Set up meeting with Frank re: Park SDC $ before 5/16. ED: Work with Norm on possible Sprinkler Deductive Alternate in 2nd Addendum. f(BJ:pm/0831pjT i MEMORANDUM I;LTY OF T CGAPD, OREGON 10: Bob Jean, City Administrator May 10, 1985 FROM: Liz Newton, Associate Planner SUBJECT: Consol.ida�i.on of Tax Lots 401 & 700 on Map 2S1 'OA - Tigard Civic Center property The revised Tax Map 2Si T_DA issued by the Washington County Department of Assessment and Taxation c,n April 29, 1985 show Tax Lots 401 & 700 have been consolidated into .)ne large lot. The new Tax Lot 401 is shown► as an F-88 acre parcel . (LAN:bs/1146P) LETTER OF TRANSMITTAL U SMITI.,'./DULL PARTNERSHIP rpt 20915 S.W. 105th TUALATIN, OR 97062 el"17 NO 84-12-4 5/10/85 AI TLNT ION (503) 692-6065 Tigard Civic Center City of 0 I d-ing- Codes Review WE ARE SENDING YOU the following: Affect ❑ Under separate cover via ❑ Shop Drawings ❑ spec, ,r ns ❑ copy of letter ❑ Change order ❑ Prints ❑ Pians ❑ Samples r7c—OPU5 DATL NWNWhi DESCRIPTION XV 3 F/10/85 #3 Addendum THESE RANSMISSi—CNF, AriE: 0 Fur your aoprovdi ❑ Approved as submitted ❑ He!,ul),1111 with copies for approval E For your use E] Approved as noted ❑ Submit copies for distribution Ej As per your request El Corrections noted ❑ Return c;urtected prints 1-1 For your review and comment(s) 0 Fkj FOR BIDS DUE ❑ PRINTS RETUF;NEr;AFIr-R LOAN TO US HFMARKS ---------- COPY TO file SIGNATUH- Page 1 Play 7, 1985 ARCHITECTS: Smith/Dull Partnership, Architects 20915 S.W. 105th Avenue Tualatin, Oregon 97062 PROJECT DOCUMENTS Tigard Civic Center Tigard, Oregon ADDENDUM NO. 2 This Addendum is issued `o;• the purpose of clairification and/or revision of the Project Manual and the Drawinas. ITEM I : PROJECT MANUAL A. SECTION 00300 •• BID/TENDER FORM Attached he;•eto and made a part of this Addendum is a Revised Bid/Tender Form, dated 5/3/85 and printed on � �llow paper, which is to be included the Contract Documents replacing the Bid/Tender Form bound in rhe Prcject Manual . The revisions made to this form are as follows. 1. Added new Deductive Alternate Bid D-1, previously omitted. 2. Replaced th three (3) listed unit price Items with one (1 ) new unit price Item, consistent with revisions made to Sections 01025 snd (1221)0 as attached t,, this Addendum. 3. Revised Item 1.08 MISCELLANEOUS PROVISIONS to include addition Oregon Revised Statute_.. U. SECTION 01025 - MEASUR91LNT & PAYMFNT Attached hereto and made a part of this Addendum is new Page 4 of Section 01025 which is to be included in the r:ontract Documents rc-placing same numbered page bound in the Project Manual . C. SECTION 02200 - EARTHWORK Attached hereto and made a part o` this Addendum is revised Section 02200 Containing 7 pages w0ch is to he included in the Contract Documents replacing same numbered 8 page Section bound in the Project Manual . D. SECTION 02441 - UNDERGROUND SPRINKLER SYSTEM: Page 2 Page 02241- 2 & 3 1. 2.4 Control System: A. Valves: 1. Electric Zone Control Valve: change to read "Rainbird EP series, or approved." 2. 2.4 Control System: C. Backflow Device: change to read "Febcn 805 Double Check Valve:, or approved." 3. 2.4 Control System: D. Electrical Equipment: 3. Automat'c Controller: change to read "Weathermatic RM 11 wall mount, or approved." E. SECTION 07400 - PREFORMED METAL ROOFING AND FASCIA Page 7400-3 2.02 C. l. , Revise to read "'Fabricate built-in gutters of 18-8 alloy stainless steel , Hype 302 or 304, U.S. Standard No. 24 gauge. . ." F. SECTION 07600 - FLASHING & :SHEET METAL Page 07600-4 2.02 E. I.a , revise to read "Fauricate built-in gutters of 18.8 alloy stainless steel , type 302, or 304, U.S. .Standard No. 24 gauge. . ." G. DIVISION 8 - DOORS & WINDOWS Door Schedule and types, page 8. Add the following door: 1. Door :;129C: 20 x20 x 1-3/4 type N H.M. Paint Frame: H.M. Paint - Grout Solid: Detail : 8/A21 for, Hd, Jb, sill . Remarks: Access dr. - mount head at bottom of joist Hardware group: 39 H. SFCTION 08200 - WOOD DOORS 1. Page 08200-2 Part 2.01 B.2, Revise "Premium Gracie, Par. 3. 11. 1 of plain sliced natural birch face veneers." to read "Paint Grade, rotary cut birch (note: all wood doors to receive enamel paint per section 09900) ." I . SECTION 08700 - FINISH HARDWARE 1. 1.05 JOB CONDITIONS Part A. l.b. revise to read "Key all locks to Medeco 'Leve? 3' Grand Master Key System, per architects instructions and Owner's requirements. (S.L.W. system not approved)." 2. Page 08700-3 1.05 B. SPECIAL REQUIREMEN'iS Delete Entire Sectior J. Page 08700-5 2.01 G. MANUFACTURERS & SU, STITUTIONS Delete Item 3. "Preumatic Locks" and 'Item 13. "Air Compressor" If Page 3 I . SECTION 08700 - FINISH HARDWARE (Continued) - 4. Page 08700-7 SECTION 2.01.0 MISCELLANEOUS HARDWARE/EQUIPMENT Delete Item 3. , Air Compressor in its entirety. 5. Page 08700-9 2.02 A. HARDWARE GROUPS 1. Hardware Groups #11 A #12 Add the following note: "Locks with handle L250 (with security screws) to he supplied under, Section 03710 Security Hardware." 2. Add Hardware Groups #39 as follows : "Each door to have 1 pr Butts HT 2714 4x4 1 ea. Deadlock Dll-0101-20 1 ea. Pull 38B with 2" Screws J. SECTION 08710 - SECURITY HARDWARE Attached hereto made a part of this Addendum is Section 08710 Security Hardware. K. DIVISION .9 - ROOM FINISH SCHEDULE 1. Revise ceiling finish in Room #125, #127, & #128 to show, "Type 2- Acoust. Tile AN2 2. Revise ceiling finish in Room #165 to show, "Adhesive applied 12x12 ceiling tile over 5/8" GBX" . L. SECTION 09250 - GYPSUM WALLBOARD 1. Page 09250-1 Add the following to 1.03 SUBMITTALS: "B. SAMPLES 1. Sample Panel for wallboard texture_coating: a. Provide one 2x2 foot sample of texture coating on a sepera.te piece of gypsum wallboard for Architects approval . b. Approved sampies will be used as a control sample for checking quality of final work." Page 09250-3 Add the following to 2.01 GYPSUM WALLBOARD MATERIALS: "H. TEXTURED COATING MATERIALS 1. General : Furnish specifically formulated for application to primed gypsum drywall surfaces properly prepared to receive them, compatible with joint materials. 2.. Wall and exTosed ceilinc,�texture material : TurnisT 'Ti1 G Spray Texture F-F nisV unaggregated, non-asbestos powder product a; wanufactured by U. S. Gypsum, or approved." WARM Page 4 L. SECTION 09250 GYPSUM WALLBOARDS Continued 3. Page 09250-6 Add the Following: "3.04 SPRAYED TEXTURE ON EXPOSED BOARD SURFACES" "A. SURFACE PREPARATION----"'-' — --- -- Do not proceed with this work until all surfaces , joints, iind fastne- heads are properly prepared and have received one coat of primer- sealer as specified under Section 09900. "B TEXTU' E APPLICATION FOR WALLS & CEILINGS 1. Gene_^al : a. Give notice to Architect as specified above, par. 1.02B. b. Do not apply texture coating to wall or ceiling surfaces which are to receive ceramic pile and/or pl,istic laminate finish. c. Apply texture coating to all other gypsum wallboard surface not otherwise noted above. 2. Priming of Wallboard: Wallboard surfaces sshall receive one coat of primer-sealer as specified under Section 09900. 3. Texture Application: a. Mask speci&lty wallboard - reseal moldings to prevent application of texture coating. Alternatively, remove texture cuating in reveal moldings immediately after application to maintain smcuth finish in reveals. b. Machine spray - apply texture in "saft-texture" , as approved, in manner recommended by texture material manufacturer" . M. SECTION 09500 - ACCOUSTICAL -iREATMENT 1. Page 09500-3, Part 2.01 A, Add the Following: 3. Fissured mineral f-;ber tile- a. Size 12x12 in�Zs b. Minimum thickness : 3/4 inches c. I4e inti rig Number: 1 d. NRC, .6; minimum e. Light Reflectance: . 75 minimum f. Flame Spread: (ASTM E 84) 25 or under g. Exposed Edges : Square h. Tile Edges : Square or kerved i . Pattern: r�onwed "Regnecy" or Armstrong "Non-Directic:nal Fissured TravertonE Tile" or U.S. Gypsum Co. "Acoustone F. Fissured: , or approved; J. Finish: Standard white vinyl latex paint". 2. Page 09500-4 Part 3.01, Add the Following: "B INSPECTION OF SURFACES TO RECE?VE ADHESIVE-APPLIED ACOUSTIC TILE 1. Before starting work, see that surfaces are dry, level and free from irregularities. 2. 113ke approved moisture tests to assure proper dryness conditions for application of acoustical materials. Page 5 H. SEC'-ION 09500 - ACCOUSTICAL TREATMENT Continued "B. INSPECTION OF SURFACES TO RECEIVE ADHESIIE-APPLIED ACOUSTIC TILE (Continued) 3. Examine backing materials to assure level , sound conditions; level tolerance 1/8 inch in 12 feet. 4. Dc not proceed with work until unsatisfactory conditions are corrected by ether trades, as approved by Architect. 5. Starting work over unsatisfactory surface conditions consitutes acceptance of the surface conditions." N. SECTION 05900 - PAINT;NG 1. Page 09900-7, Par. 3.04 D. 1. , Delete items a. , b. , & c. in their entireties. Substitute the following: a. One Coat polyvinyl - acetate emulsion primer - sealer over gypsum wallboard prior to texture coating specified under Section 09250. b. One coat polyvinyl acetate emulsion primer - sealer over texture coating. C. One coat acrylic latex, flat finish. 0. SECTION 15000 - MECHANICAL SPECIFICATIONS A. SECTION 15400 .- PLUMBING 1. Paragraph 2.01 ACCEPTABLE MANUFACTURER: a. Item A. Valves : add the name "wilkens" b. Item D. Supports : add the name "B-Line" ro subsect;un D. 1 & D.2 2. Paragraph 2.08 MECHANICAL COUPLINGS: Item A. : add the name "Gostin Bacon". 3. Paragraph 2. 19, FUEL STORAGE TANK, Subparagraph B. Tank Fittings • a. Item 2. Change to read "2-inch x lenght as required submerged fill tube". b. Item 3. Delete in its entirety. C. Item 4. Change to read "I-inch verit". 4. Acid the following new Paragraph "2.23 ABS PIPE AND FITTINGJ: a. PIPE: Non Metallic DWV pipe and fitCing conforming to ASTM D2661-73 b. 1. Rainwater leaders and downspouts. 2. bnderslab Sanitary Waste (optional )" . w Page 6 B. SECTION 1F450_ PLUMBING EQUIPMENT 1. Paragraph 2.01, ACCEPTABLE MANUFACTURERS, Subparagraph C. Fixtures : Add the following came "Crane". 2. Paragraph 2.03 PLUMBING FIXTURES a. Item J: Add the name "Justin". b. Item GG: Add the name "Precision Plumbing Products". C. SECTION 15500 - HEATING, VENTILATING, AND AIR CONDITIONING 1. Paragraph 2.02 FLEXIBLE DUCTS, Subparagraph A. ACCEPTABLE MANUFACTURERS: Add the following manufacturer: "Flexmaster". 2. Paragraph 2.04 FIRE DAMPERS, Subparagraph A. ACCEPTABLE MANUFACTURERS: Add the following manufacturer names : "Safe Air; Nailor-Hart" . 3. Parrgraph 2.05, DIFFUSERS AND GRILLES, Subparagraph A. ACCEPTABLE MANUFACTURERS : Ada the following manufacturer names : "Agitair, Carnes". 4. Paragraph 2.U6, PACKAGED AIR CONDITIONING UNITS (ACU- 1 THROUGH ACU-9) Subparagraph A. ACCEPTABLE MANUFACTURERS: a. Item 2. Add the following manufacturers names and comments : "Manufacturers listed as to similar products, must meet all criteria as specified including capacities , componensts, accessories and physical sizinq as that of manufacture specified. Day and Nigot, Trane, Ycrk" . 5. Paragraph 2.07, COMPUTERIZED DAMPER CONTROL (ACU-2 THROUGH ACU-5) (SUBSTITUTION ALTERNATE) Subparagraph A. ACCEPTABLE MANUFACTURERS: a. Itern 2. Add the fol iowing manufacturer name and commente : "Manufacturers listed as to similar products, must meet all criteria as specified including capacities, components, accessories and physical sizing as that of manufacturer specified. Omnizone". 6. Paragraph 2.08, ROOF EXHAUST FAN (EF- ) , Subparagraph A. ACCEPTABLE MANUFACTURERS: a. Item L. Add the following manufacturers names and comments : "Manufacturers listed as to similar products must mee' criteria as specified including capacities, components, 3ccesso,-ies and physical sizing that of tv manuf&cture specified: Carnes, Loren Cook." 7. Paragraph 2.09, IN-'_INE CENTRIFUGAL FANS (RAF-1) , Subparagraph A. ACCEPTABLE MANUFACTURERS: a. Itern 2. Add the following manufacturers name and continents : "Manufactureres listed as to similar products must meet criteria as specified incluaing capacities, components, accessorie and physical sizing as that of manufacturer specified; Penn Ventilator". q t Page ? C. SECTION 15500 - HEATING VENTILATING, AND AIR CONDITIONING Continued 8. Paragraph 2. 10, ROOF VENT (RV-1), Subparagraph A. ACCEPTABLE MANUFACTURERS: Add the following manufacturers: "Greenheck Fan Corp. , Penn Ventilator, Carnes." 9. Paragraph 2. 11, CEILING EXHAUST FANS (EF- ) Subparagraph A. ACCEPTABLE MANUFACTURERS: a. Item 2. Add the following manufacturers names and comments: "Manufacturers listed as to Similar products must meet all criteria as specified including capacitie.7 , components , accesscries anO physical sizing as that of manufacturer specified: Perin, Carnes, Loren Cook" . 10. Paragraph 2. 12, ALUMINUM LOUVERS, Suhparagraph A. ACCEPTABLE MANUFACTURERS: Add the following Manufacturers: "Carnes, Air Louvers, Airstream, C.E. Sparrow Co. , Dowco. " 11. Paragraph 2. 13, ARCHITECTURAL SILL CONVECTORS, (ASC), Subparagraph A. ACCEPTABLE MANUFACTURERS: ?tem 2, add the fol k,.-ing manufacturers name and continents. "Manufacturers listed as to similar products must meet criteria as specified including capacities, components, accessories and physical sizing as that of manufacturer specified: Erincraft Mfg. Co. " P. ELECTRICAL SECTION 16000 A. Section 1612.0, CONDUCTORS AND CONNECTORS: 1. Paragraph 3.03, COL,)R CODING, Subparagraph D, delete in its entirety. B. Section 16420, SECONDARY DISTRIBUTION SYSTEM: 1. Paragraph 2.01, ACCEPTABLE MANUFACTURERS, Add Sylvania. C. SFction 16612 EMERGENCY GENERATION EQUIPMENT: 1. Paragraph 2.01 DIESEL ENGilk; Approved Manufacturer "Caterpillar". 2, Paragraph 2.07 AUTOMATIC TRANSFER SWITCHING SYSTEM: Aor)roved Manufacturer "Zenith". ITEM II- DRAWINGS A. SHEET LAI : Attached hereto and made a u,:irt of this Addendum is Sheet LAI, revised 5, Hi 1985. B. SHEE1 LA3: Automatic controller location: install inside sLorage room just south of main entry doors into City Hail /Poli--e Building (see Architectural DraHri. 03 for location of storage room). Page 8 ITEM II - DRAWINGS (Continued) C. SHEET A-2: 1. Police Floor Plan: Add new door #129.-C directly above door #129A. Locate head of new door at bottom of roof joist. Head, jamb, and sill of new door to conform to detail 8/A21. 2. Counter in room #128 to be relocated from south and west walls to north and west walls. 3. Elevation flag for counter in room #128. Change sheet reference from 'W" to 11I-711 . D. SHEET A-5: Revise reflected ceilings in rooms #125, #127, & 128 to show suspended 20 A.C.T. E. SHEET A-6-..- Revise reflected ceili�ig in room #163 to show adhesive applied 12x1p. A. C.T. F. SHEET A-14: Attached hereto and made a part of this Addendum is Detail 22/A14. G. SHEET A-18: 1. Detail 5/A18 a. 6-3/4" x 15 GLB above Finance Counter revised to 3-1/8 x 12 GLB. b. Add 4x10 header above file recess in wall directly behind Finance Counter. c. Add the instruction "verify" to the dimensions of the file recesses. 2. Elevation 2/A13 Add the instrLction "Verify" to the dimensions of the file recesses. H. SHEET A21: Attached hereto and made a part of this Addendum is Dctail 19/A21. I . SHEET S-1: Attached hereto and made a part of this Addendum is Detail A/5-1 which may be used as an option to the contro joints on Sheet S-1. J. MECHANICAL Drawing M-1, SITE PLAN 1. Change the 'T inch CW" shown rjuted from the meter vault to City Hall/Police Building to Read "2-1/2 inch CW" Page 9 ITEM II - DRAWINGS (Continued J. MECHANICAL (Cont meed) Drawing M-1 , SITE PLAN (Continued) 2. Change "1-inch water meter serving the City Hall/Pol-Ice FAilding to read "2-1/2 inch water meter". K. Drawing M-2, POLICE FLOOR PLAN 1. Reference Detail 4/M4. Change "1-1/2-inch CW running west shown on Drawing M-2 1-1/2 inch to read 2-1/2-inch". !_. Drawing M-5, DLTAILS AND SCHDULES 1. Reference Detail 6/M5. Change 1-inch V from co,inecting to 2-inch fill I to connecting to the tank. 2. Mechanicil Equipnent Schedule a. ACU-3, Rooftop Packages AC Unit. Change cooling capacities to .-ead 62 3 MBN sensibile, 90.8 MBH total . b. ACU-5 Rooftop Packages AC Unit. Change to read: Supply Fan 7,000 CFM, cooling capacities 43 MBH sensibile, 58 MBH total . c. ACU-6, Rooftop Packages AC Unit. Change cooling capacities to read 123 MBH total . ELECTRICAL M. Drawing E-1 SITE PLAN - ELECTRICAL 1. Attached hereto and made A part of this Addendum is new sheet E-1 Site Plan - Electrical. N. Drawing E-3, POLICE FLOOR PLAN, POWER AND SIGNAL 1. froom A129, Sally Porte a. Connect pneumatic lock compressor, 3/4 HP, 120V, 1 PH to spare 20A/.IP circuit breaker in Panel P, circuit 29. with 1/2 inch C 31/12 conductors. 0. Drawing E-4, CITI HALL FLOOR PLAN, LIGHTING 1. Room 163, Town Hall a. Mount type L. fixtures cn south side of beam as directed by architect. 11FM III - SUBSTITUTIONS A. SECTION 07240 P eko harm system B. SECTION 07400 Decker Company for Primary Building Routing & soffit panels. C. SECTION 07700 Dur-ke Pr•oaucts, "LH-A" with 11 ga. Al. cover and 18 ga. Al liner. ..� Emmma Page 10 ITEM III - SUBSTITUTIONS (Continu d D. SECTION 08200 B-J Docr ia-wj1 - - ,ring and Building Supplies, Inc. E. SFMO�; 08330 Atlas , Corness "Rolling Counter Doors" Atlas "Rolling Grill" F. SECTION 08700 Russwin - Locks , cylinders "High Security System" closers. G. SECTION 10160 Sanaa 6is-";r,ufacturing, L.T.D. I r - ■ NOTA; N ThK-u�-rYP J io WAW-- F TL1. 9-r- 'J•= M U'ST �4�i RUIN! �,.ONTI►�}UUS cj Ilid 11 s I i _ X11 z 7jCr4KD CIVIC Cl!�,N71E = iab - 10� ?1415 SW 105th AVENUE YQVISBd MALt9 h 280 nEG05 N 9i0ti2 �Ob no, '� '"'►�^ 'V i L I` NoT�; WHF�� EX�'�I-�SION JO�MT �H7 Thoma -rYP i►�T�K���• WAS.+. F Tc:j. , M u�,T 1�4�I �.�I N CDN�"I►��u�� II_�II I I_Q�I I ilII v dull T IG491D Ci JCC F 2U915 9W 1G51h AVENUF 10VIS8dI I 8 WALA11N ORFGON9;Ub2 Ob f10 .4 VL bUU892-b1ki5 AMEMEMMALMIRALMIA i -- C r-1 L! WALL. i�il� v�ull T 1G,� [:�) CIVIC data CF, '5 E 20915 SW 105th AVENUE revised IUALATIN OREGON 97062 �/ I� 50J,592.5055 job no. 'T �' �'Y�VT+1T�/�iM � wr��� u t - - -- Vol' L L- ill 1-111 date 2-2- 2 /� E 20915 sw Iuhln AvtNuF revised y TUALATIN OREGON 971.1s2 — 509/892-tu)65 dub nu. � dale 213915 SW 105111 AVENUE revised TUALATIN OREGON 97062 jub no 503/692-6065 PI.YWD ,----- p G I I7 ---- G r'I u WAS , z --- 5 4t4g.(TY P) 11/f{ I�yAI F�{A�M N 'i , , , .,, . •; � C�L.JT�� SLID I `�i lll� v cul l 71GLg� CIVIC �--- € date E 20915 SW 1061h AVENUE revised Z f tUALATIN,OREGON WOW 50.1/892-W65fob no. -- I 1 - L�- �'•}PO M #1. SECTION 00300 BID/TENDER FORM (Revised 5/3/85) PROPOSAL FOR TIGARD CIVIC CENTER Tigard, Oregon Date: — —, 1985 TO: City Council, City of Tigard 12755 S.W. Ash Avenue Tigard, Oregon 97223 Ladies do Gentlemen: Having carefully examined the Project Manual entitled Tigard Civic Center, to be located at 13055 S.W. Hall Boulevard, Tigard, Oregon, and the Drawings, similarly entitled, as well as the premises and conditions affecting the work, the Undersig:ied states he has the men and means to complete the work and proposes to furnish •.11 labor and materials and to perform all work required by and in str;.ct accordance with the above-named documents for the following sums: 1.01 BASE BID For the Base Bid, as defined in the Project Manual, the subtotal sum of: DOLLARS 1.02 DEDUCTIVE ALTERNATE BIDS Should the following items of work, as shown on the Drawings and described in Section 01030 of the Project Manual, be eliminated from the contract, the Undersigned agrees to deduct the following swrIs frorn the Base Bid: Deductive Alternate Bid No. D-1: Deduct all work and materials for providing paving at north and west sides of site as indicated by shaded areas on Drawings LA 1, and provide at these areas in lieu of deleted paving a gravel driveway and lawn covering as indicated: Deduct DOLLARS Deductive Alternate Bid No. D-2: Deduct all work and materials for providing Entry Canopy: Dedur.t DOLLARS 00300-1 SECTION 00300 BID/TENDER FORM Ti and Civic Center Revised 5/3/85) Deductive Alternate Bid No. D-3: Deduct all work and materials for providing Quiet Room: Deduc i DOLLARS ($ ), Deductive Alternate Bid No. D-4: Deduct all work and materials for providing Southeasr portion of City Hall: Deduct DOLLARS (.$ ), 1.03 SUBSTITUTE ALTERNA'T'E BIDS The Undersigned proposes to perform the substititions galled for in the following Substitute Alternates, as shown on the Drawings and described in Section 01030 of the Project Manual, for the following r-sulting additions cc, or deductions from, the Base Bid: Substitute Alternate Bid No. S-1: Substitute variable volume temperature controls: Add _! DOLLARS ($ ), (OR) Deduct DOLLARS (. 1.04 UNIT PRICES The Undersigned Proposes that the following unit price shall be full compensation for labor, materials, equipment, overhead and profit during the course of the work for the following items as specified under Section 01025: Extra or Credit Item Item with Unit Price Unit Price No` Bid Dollars/Cents l Cost per cubic yard, for removing and disposing off site unsuitable subgrade material and replacing same with imported fill material, compacted in place.: $ 00300-2 SECTION 00300 BID/TENDER FORM Tiggard Civic Center (R.evised 5/3/85) 1.05 TIME OF COMPLETION As stipulated in Section 01.010 of this Project Manual. 1.06 REINSTATEMENT OF ALTERNATE BIDS The Undersigned agrees that the Owner has the right to reinstate, at the bid price, any Alternate Bid not incorporated into the contract, provided the Owner so notifies him within 30 calendar days after the contract is signed. 1.07 CONTRACT do BONDS Should the Undersigned be notified of the acceptance of this bid within 30 days after the time set for opening bids, he agrees to execute a contract for the above work, for a compensation computed from the above sums, and to furnish perform- ance, payment and maintenance bonds as required by the Project Manual. 1.08 MISCELLANEOUS PROVISIONS The undersigned further specifically agrees to the previsions required by ORS 279.350, 279. 355 & 297.356 as outlined in Article 15 of the General Conditions of the Contract for construction that is included in this contract. 1.09 MECHANICAL & ELECTRICAL SUBICONTR ACTORS The Undersigned proposes the following subcontractors for use under this Contract: Mechanical Subcontractor*: Electrical Subcontractor: 1.10 ADDENDA Receipt of the following Addenda to the Contract Documents is acknowledged: Addendum No. Date Addendum No. Date Addendum No. Date Addendum No. Date Addendum No. Date Addendum No. Date 1.11 LEGAL STATUS OF BIDDER - NAME OF SURETY The party by whom this proposal is submitted, and by whom the contract will be entered into in case the award is made, is �.----------__._� _---.._-- _---- , doing business ati Street, -- _-------- -- -- — , City and State, which address ?s the address to which all communications concerned with this proposal and the contract should he sent. The narnes of the president, treasurer and manager of the bidding corporation, or the names and residences of all persons and parties interested in this proposal as partners or principa's are as follows: 00300-3 SECTION 00300 DID/"ENDER FORM Tigard Civic Center Revised 5/3/85) The name of the surety by which the surety bond covering the contract, if awarded, will be furnished, and the name and address of the surety's local agent are as f ollows: Name of Surety Name of Agent _ Address 1.12 BID BOND GUARANTEE - FORFEITURE Accompanying this proposal is ("Bidder's bond", "cash" or "certified check" in the amount of Dollars ( _ which amour?t is not less than ten percent 10%)nf the total amount of the Base Bid. If this proposal shall be i:-cepted and the undersigned shall fail to or neglect to contract as aforesaid ithin twenty (20) days from the date of notification of the award or within five (5) days from the date of receiving from the City Council the contract prepared and ready for execution, whichever occurs later, the City Council may, at its option, determine +hut the bidder has abandoned the contract, and thereupon � -feiture of the security accompanying this proposal shall operate and the same shall be the property of the City of Tigard as provided by ORS 279.031. Dated , 19 (Signature of Bidder) _ Legal name of person, .firm or corporation By (Name) (Title) ��— --- (Natne of bidder) ls+ --� - TRusiness address Telephone number— _ State of Oregon Contraf tor's License No. *** END: 00300-4 *** MAY 1985 TIGARD CIVIC CENTER BUILDING, PERMIT FEES BASED ON ESTIMATE OF 1,700,000.00 VALUATION ITEM Amount Waived To be Paid Building Permit 3,733 .00 3,733 .00 0 elan Check (City) 2,426.45 2,426. 45 0 TRFD Plan Check 1,493 .20 0 11493 .20 Storm Drain SOC 0 X 250 2,000.00 2,000.00 0 Street 'Insp. SDC 90 spaces 6,075.00 6 075.00 Mfr„ 0 San. Sewer USAID DU' s Hookups 9,250.00 **8 1. 7,400.00 San. Sewer Insp. 150.00 150.00 0 Plumbing Permit 510.00 510.00 0 Mech. Permit 385.00 385.00 0 TO'AL 17,129.45 8,891;.20 r ,S C17YOF T11FAW April 25, 1985 WASHINGTON C'Xt-X Y,OREGON Mr. Form Dull Smith Dull Partnership Architect/Project }tanager 20915 SW 105th Tualatin, OR 97062 Dear Norm: Please prepare addendum to the bid documents for the Tigard Civic Center addressing the following: 1. Approved plastic pipe for all sanitary lines with in the building area and outside the building area shall be included in Section 15.400 Plumbing as an approved material (ABS SC9.40); 2. Downspouts shall be approved plastic pipe (ABS SCH.40). Detail 21 on plan page A16. 3. Provide outside electrical to future CC sign. Sincerely, Robert. Jean City A inistrator Contractor Administrator RWJ:pm/1276P CC: Valerie Johribin Mayor and Council --------- --- 12755 S W ASH P 0 LIOX 23397 T IGAHU, ()HEGON 97223 PH.639-4171 — MEMORANDUM CITY OF TIGARD , OREGON TO: C-4 Committee April 25, 1985 FRf;;q: Bob Jean, City Administrator v" SUBJECT: Meeting of April .'5, 1985 o Addendum items were discussed and transmitted to Norm by letter dated 4/25/85 (attached) from Bob. u Consolidation of tax lots initiated by LIZ . o JOY to coordinate with Norm on Architect Contract Revisions. o JOY to coordinate with Attorney and ,Architect re. AIA and contract document signature pages. o MAYOR/BOB to contact GTE re. easement or permit of entry. Norm—Fo 7et us know 2 weeks prior to absolute need for entry. o NORM to contact PGE directly. o BOB coordinated with Norm on paving deductive area. o NORM to coordinate with Bob on P.A. system. FUTURE ISSUES: o Work By Others re. Electrical? o Sprinklers as possible deductive alternate? cc: Norm Dull i CITY OF 11GARD �4- F� Washington County, Oregon NOTICE OF FINAL ORDER - BY HEARINGS OFFICER 1 . Concerning Case Number(s) : SL 1-85 2 Name of Owner: _ City of T L drd \� 3 . Name of Applicant: Same Address 12755 SW Ash Ave. -- City Tigard_-State OR Zip 9722;L.- 4 . 7223 ._4 . Location of Property: Address 13055 SW Hall Blvd. 1_egal Description 2S1 2DA lot 400 5. Natur- of Applic;Ation:_To allow the placement of approximately 76 cubic yar-is of fill within the 100 year flood plain of Farina Creek on property, zoned TBD 6. Action: _ Approval as requested XY, Approval with conditions Denial 1. Notice: Notice was publi -.!­^d in the newspaper, posted at City Hall arl mailed to: X_ The applicant 6 owners _ K Owners of record within the required distance - X The affected Neighborhood {Tanning Organization XX Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON April 8, 1985 UNLESS AN Ap^EAI. IS FILED, The adopted findings of fact, decision, and statement of conditter can be obtaineH from the Planning Department, Tigard City Hall, 12755 SW Ash, P.O. Box 21397, Tigard, Oregon 97223 . 9, Aple a 1: Any party to the decision may appeal this derision in accordance with 18,32.290(A) and Section 18.32.370 which provides that a written appeal may be filed within 10 days after notice ise givii and sent. ' TS.. dadline for filing of an appeal is AAA P.M. _� r-.l _ {� --�i,-19.F35_— 10. Questions : If you have any quL:%tions, please call the City of Tigard Planning Department., 639-4171 . sr W r r r r r mom BEFORE THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION ) FOR A SENSITIVE LANDS PERMIT TO ) ALLOW THE PLA:.EMENT OF APPROXIMATELY ) No. 76 CUBIC YARDS OF FILL WITHIN THE ) 100 YEAR FLOOD PLAIN OF FANNO ) SL 1-85 CREEK ON PROPrRTY ZONED CBD (CENTRAL ) 13USTNESS DISTRICT) ; City of Tigard, ) applicant ) The above-entitled matter came before the Hearings Officer at the regularly scheduled meeting of February 28 , 1985 , at the Durham Waste Treatment Plant, in Tigard, Oregon; and The applicant requests a cens_tive lands permit to allow the placement of approximately 76 cubic yards of fill within the 100 year flood plain of Fanno Creek on property zoned CBD (Central Business District) and located at 13055 SW Hall Boulevard, property more specifically described G • "ap 2S1 2DA Tax Lot 400 , City of Tigar3, County of Washington, State of Oregon; and The Hearings Officer cortducted a public hearing on February 28 , . 985 , at which time testimonv, evidence and the Planning Department Staff Report were r:-:ce.ived; and V e Hearings Officer adopts the findings of fact and conclusions contained in the Staff Report, a copy of which is attached hereto, marked "Exhibit A" and incorporated by reference herein; NOW THEREFORE IT IS HEP.EBY ORC,RED THAT SL 1-85 is approved subject the following conditions : Page 1 - SI. 1 -85 �. Unless otherwise noted, all conditions shall be met Drior to issuance of building permits. 2 . Three ( 3) sets of plan-profile (cross section) construction plans, stamped by a Registered Professional Civil Engineer, detailing all proposed fill , cut, and landscape (including bikepath) improvements shall be submitted to the Engineering Section for approval (by the City Engineer) . 3. Construction proposed improvements shall not commence until after the Engineering Section has issued the approved permit and improvement plans, 4 . This approval is valid if exercised within one year of the final decision date. HEAR OF1FI '$R /`� PROVED: l / TTT—mASON Page 2 - SIS 1-85 CITY OF TIGARD, OREGON MEMORANDUM TO: C4 Committee March 28, 1985 FROM: Bob Jean, City Administrator SUBJECT: Topics Covered at 3/28/85 Neetiiig NOW: Tim JOY: Contract (2-way memo/3-way, Pre-Qua] , Final Draft) JOY: 4/8 Architect Contract FRANK/ED: Plaits & Specs. (Roof, HVAC, Details, Scuppers) BOB/ ,NK: GTE ROW BOB: BUDGET JOY: Interiors & Furnishings Budget JOY/LOREEN: Phone Study JOY/NORM: P.A. SYstem LIZ/FRANK: Landscaping BOB/FRANK: Water Costs ($12,000-$17,000) FRANN: Bid Documents FRANK: Architect's Estirdte Detail & Takeout Curve JOY: Subs in Bids, not later. FUTURE ISSUES: 0 rre-Construction Conference o Constructinn Takeout Curve & Contractor's Detail o Bar Graph/Paymetn Schedule o Contract Outline o Staff Deductive Alternates U Liability Umbrella Insurance BEI'ORE THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THF APPLICATION ) FOR A SENSITIVE LANDS PERMIT TO ) ALLOW THE PLACEMENT OF APPROXIMATELY ) No. 76 CUBIC YARDS OF FILL WITHIN THE ) 1.00 YEAR FLOOD PLAIN OF FANNO ) SL, 1-85 CREEK ON PROPERTY ZONED CBD (CENTRAL ) BUSINESS DISTRICT) ; Cite of Tigard, ) applicant. ) The above-entitled matter carne before the Hearings Officer at the regularly scheduled meeting of February 28 , 1985 , at the Durham Waste Treatment Plant , in Tigard, Oregon ; and The applicant requests a sensitive lands p3rmit to allow the T.1 ace nent of approximately- '16 cubic yards of fill within the 100 year flood plain of Fanno Creek on property zoned CBD (Central Business District) and located at 13055 SW Hall Boulevard, property mire specifically described as Map 2S1 2DA Tax Lot 400 , City of Tigard, County of Washingtoti , Stace of Oregon; and The Hearings Officer conducted a public hearing on February 28 , 1985 , at which time testimony, evidence and the Planning Department Staff Report were received; and The hearings Officer adopts the findings of fact and conclusions contained in the Staff Report, a copy of which is attached hereto, marked "Exhibit A" and incorporated by reference herein; NOW THEREFORE IT IS IIERE13Y ORDERED THAT SL 1-85 is appr_cved subject to the following conditions : Page 1 - SL 1-85 i. Unless otherwise noted, all conditions shall be met prior to issuance of building permits. 2. Three (3) sets of plan-profile (cross section) construction plans, stamped by a Registered Professional. Civil Engineer, detailing all proposed fill , cut, and landscape (including bikepath) improvements shall be submitted to the Engineering Section for approval (by the City Engineer. ) . 3. Construction proposed improvements shall. not commence until after the Engineering Section has issued the approved permit and improvement plans , 4. This approval is valid if exercised within one year of the final decision date. HEA/);A}G�S OFFICER / ROVED: L_ MASON ��- Page 2 - SIS 1 -85 MEMORANDUM CITY OF TIGARD, OREGON 10: 808 JEAN, CITY ADMINISTRATOR MARCH 7, 1.985 FROM: ED WALDEN, BUILDING OFFICIAL SUBTECT: CIVIC CENTER ROOF You have asked me to advise you as the Owner as to the proposed Civic Center plans. Particular questions have been raised about the roof system. First, as Building Official, I sant to state that the roof meets Code. The roof materials and application meet Code. The insulation under the roof materials meets Code. Structurally the roof loading meets Code, Second, as a representative of Lhe Ov)ner, it i5 my personal opinion based on 40 years of construction eKperi.ence, that this roof design in this climate will probably fail to maintain a weatherproof roof for more that 18 months to 2 years. I believe the roof will leak for the following reasons: 1 . the semi-rigid insulation under the built--up membrane will not support concentrated loads related to installation and normal. maintenance, thus causing breaks in roof membrane; 2. the heat absorption of the insulation materials will cause excessive high expansion and subsequent contraction of the build-up materials, which has a tendency to pull the roofing membrane apart; 3 . the lack of adequate fastening of materials to the main roof structure may allow wind damage. Third, I believe the design will fail . The roof will leak . This will. require excessive maintenance which ultimately will not be able to repair the leaks. Fourth, I believe there are alternative roofing systems available to us at lower •coital and maintenance cost. Specifically, two alternatives come to mind: 1 . a coriventional rigid built-up roof either flat or sloped using at rigid insulation material; 2 . a lightweight concrete roof deck with insulation inside the building - the lightweight concrete under roof membrane being used to gain roof drainage. Fit th, I have other concerni affecting insulation, heat loss, acoustics and general maintenance costs. In my opinion, on behalf of the Owner, these Plans and Specifications should not be bid as currently proposed. (0746p) MEMORANDUM CITY OF TIGARD, OREGON TO: C-4 - Bob J. , Frank C. , Ed W. , Liz N. February 26, 1985 FROM: Joy SUBJECT: C-4 Follow-Up C-4 Set the following times for meetings: Tuesday, February 26 at 2:00; Thursday, February 28 at. 9:30. FRANK b ED Memo to Bob on the roof ED Handle the plans and specs to/from TRFPD .TOY See Adrianne on the listing of vendors in the specs - list two or more, or justify if only one JOY Contract - if there are changes which reduce the cost, split the savings between the Owner and Contractor for an incentive BOB Budget JOY See Adrianne on having Letters of Acknowledgement for the Architect and the Contractor to sign clarifying when the City is acting as Owner and when the same City representatives are acting as Inspectors. JOY & FRANK Contract - The Contract Administrator have authority to approve change orders less than _ % of project or % of item. JOY Provide copies of Room/Door Finish Schedules to C-4 JOY Contract - Do we have any influence on the construction scheduling? What controls do we have on the construction take-out schedule? JOY Distribute and track the copies of plans and specs JOY Memo to Bob on Project Timeline (JM:pl/0736p) r E� MEMORANDUM CITY OF TIGARD, OREGON TO: Civic. Center File February 26, 1985 FR(>M: Joy Martin SUBJECT: Civic Center Coordinating Committee (C-Q) 1 . Meeting at City Nall on February 21, 1985. Present: Bob Jean, Joy Martin, Frank Currie, Ed Walden, and Liz Newton. 2. Discussion on Reviewing Plans and Specs . Ed and Frank are reviewing detailed drawings and specs and will list all concerns they have by Tuesday, February 26 when C-4 meets again specifically to review these concerns. At the next regular C-4 meeting on February 29th we will review the concerns with the architect. Only the items where agreement is not reached need to go for further review towards decision. Ed will see that one set of plans will go to the fire district to review specific areas. 3 . Status report on Contract and Bid Documents Adrianne Brockman and Tim Ramis have been working with the contract and last Friday, February 15th they met with Norm Smith and Staff. The meeting will be continued next Friday, February 22nd. (JM:pl/0136p) The proposed site development is also consistent with City regulations for landscaping, lot coverage, setbacks, building height, and vision clearance. There are two items that will require further consideration: 1. Parkin The site plan exceeds the required number of parking spaces (72). However, it is not clear how many are to be standard and compact spaces. The code allows for 25% of the required spaces to be for compacts and therefore, a minimum of 54 spaces must to devoted to full-size automobiles. The code also specifies that one bicycle rock space be provided for every 15 required vehicle spaces. The 5 necessary bicycle spaces should be located near the main entrance, preferably under cover. 2. Sensitive Lands Since the proposed site plan will include some fill and regrading within the 100 year flood plain, a Sensitive Lands Fermit is necessary. This permit must be granted by the Hearings Officer before the initiation of any work within the flood plain. C. DECISION The Planning Director approves MLP 9-84 801�':ct to the following condition. 1 . After review and approval by the Planning Director and Public. Works Director, the nartitioning shall be recorded with hashingtor County. 2. 11iis approval is valid if exercised within one year of the final decision date noted below. The Planning Director approves SDR 29-84 subject to the following conditions: 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRTOR TO ISSUANCE OF BUILDING, PERMITS. 2. Standard half-street improvements including a bikepath and bus turn out, sidewalk, curb, streetlights, driveway apron, storm drainage and utilitigs shall be installed along the S.W. Hall Blvd. frontage. Said improvements along S.W. Hall Blvd. shall be built to Minor Arterial standards and conform to the alignment to be established by the City and State Engineer(s) . Above improvements shall be completed as a condition of occupancy. 3. Five (5) secs of plan-profile public improvement construction pl,,ns and one (1) itemized construction cost estimate, stamper by a Registered Professional Civil Engineer, detailing all proposed public Improvements shall be submitted to the Engineering Section for approval . '1/4 . Sanitary sewer plan-profile details shall be provided as part of the building permit plans. NOTICE OF DELISION - SDR 29-84 b MLP 4-84 - PACE I I 5. Construction of proposed public Improvements shall not commence until after the Engineering Section has approved public improvement plans. The Section may require posting of a 100% Performance Bond and the payment of a sign installation/streetlight fee. Also, the execution of a state street opening permit shall occur prior to, or concurrently with the acknowledgment of City-approved public improvement plans. i L, 6. Additional right-of-way shall be dedicated to the public along the Hall Blvd. frontage to increase the -.,�ht-of-way to 45 feet from centerlinc. The description for said dedlcarton shall he tied to the tight-of-way centerline as established by the City of Tigard. The dedication document shall be on City forme and approved by the Engineering Section. i 7. Joint use and maintenance agreements shall be executed and recorded on City standard forms for all common driveways. Said agreements shall be referenced on and become part of all applicable parcel deeds. Said agreement shall be approved by the Engineering Section. 1 8. An amended site plan shall be submitted for approval of the Planning Director which includes the following: a. A minimum of 54 standard parking spaces► (9 x 18 feet). The remaining spaces may be designated for compacts (8-1/2 x 15 feet). b. 'A minimum of 5 secure bicycle rack spaces located near the main entrance. The rack location and design shall also be approved by the Director. 9. A Sensitive Lands Permit shall be granted by the Hearings Officer prior to any filling or landform alteration within the 100 year flood plain of Fanno Creek. 10. ThiE approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published In the newspaper, posted at City Hall and mailed to: XX The applicant 6 .)wners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governments] agencies � . Final Decision: THE. DECISION SHALL BE FINAL ON February 19, 1985 UNLESS AN APPEAL IS FILED. NOTICE OF DF:(',',f0N - SOR )(J--N�, & M1 1' 4-84 — PA('V to MEMORANDUM CITY OF TIGARD, OREGON TO: Civic Center File February 7, 1985 FROM: Bob Jean, City Administrator SUBJECT: Civic Center Coordinating Committee (C-4 Team) City Administrator Bob Jean, has asked Lhv- following staff members to assist him in coordinating the City' s interest as "Owner" and the responsibilities as "Contract Administrator" with those of Lhe Project Architect/Project Manager and the Contractur during construction: 0 Bob Jean, City Administrator as Contract Administrator 0 Joy Martin, Administrative Assistant as Assistant Contract Administrator o Frank Currie, Deputy Director of ( 0MM mit.y Development and City Engineer o Ed Walden, Building Official 0 Liz Newton, Associate Planner as the City Administrator' s/Contract Administrator' s Special Inspector The C4 Team m(�t Thursday, February 7, 1985, to discuss the projrect and team approach. The C4 T Vni decided thaL the Project Architect/Project Manager should be invited to participate as a full member of the C4 Team. Tentatively the C4 Team will meet every Thursday morning from 9:30 - 1.0:30. The following topics were discussed: * Roles of Project Architect/Project Manager, Contract. Administrator, Special Inspector. . . o Roles of City Engineer and Building Official, both in official capacity and as C4 Team members. . . * Letters of Hckrowledgement from both the Architect and Contractor re: above roles, responsibilities and authorities. . . o Litigation prevention and resolution. . arbitration. . . * Pre-Qualifications and Contract language, project file, notes, and record . . . n Site visits, tours, inspections . . . K Plans and Specifications review (2/13 - 2/14) . . . * Chahge Order processing (ASAP vs . SOP) N Budget/Purchasing7Contract controls M Omission and Commission determinations N01F - It Indicates items for discussion at 2/14 meeting CC: Mayor and City Council Valerie Johnson Smith-Dull Partnership do:0725p 7Z D Ca -rot 4 410 pwv--r�s:rays ONE CIOAAIL. ti9ivQ S�A��n�Cr PQM S7 ::IP, Gp�gc-T • �Rv T�'� A&nvv"'W'T:U'4 .r�PECroR 7C.?O 11 C 0'nrr,QA � , �OMS7RuGt.�ON LOF�a: �� � t F CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR-29-84 APPLICATION: Request b4 the City of Tigard and Richard Sturgis for Minor Land Partition and Site Development Review to divide a 4.8 acre parcel into two parcels of 1.0 and 3.8 acres each, and to allow the establishment of the new City Hall, Police Department and Library, ,and related facilities on property zoned CAD (Central Business District) and located 2.00 feet south of S.W. Burnham on the west side of Hall Blvd. (Wash. Co. Tax Map 2S1 2DA, Tar. Lot 400). The findings and conclusions on which the Director based his decision are as noted below. DFCISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described applications subject to certain condi ions. The findings and conclusions on whicii the Directoe based his decision are as noted below. A. FINDINGS OF FACT: 1. Background Informatlon No previous land use cases have been reviewed by the City for this property. 2. Vicinity Information The property is located ori the west side of Hall Blvd. and north of Fanno Creek. All the adjacent prop,rties on the west side of the street are also zoned CBD and are partially developed. The land east of Hall Blvd. is zoned I-L (bight industrial ) and is used by a bus company. 3. Site Information and Proposal Description The property is presently vacant and the Fanno Creek flood plain. Includes the extreme southern portion of the property. The applicant proposes to divide the property into two parcels of. 1.0 and 3.8 acres to size, with 77 and 195 feet of frontage respectively on Hall Blvd. The smaller parcel is to remain undeveloped at this time. The larger tract is to be utilized for the City of Tigard Civic. Center. The Center will include a police station (approximately 9.000 square feet ), a library (approximately 11,560 square feet), and administrative offices (approximately 11,070 siluare feet ). The major driveway access shall be on Hall Blvd., with secondary access provided to Burnham Street . The parking area will include 3 handicapped an(' 117 standard or compact parking spaces. Landscaping consisting primarily of deciduous and evergreen trees and lawn will surround the building and parking area. NOTICE OF' DECISION - SUR 29-84 b MIA) 4-84 -- PAGE 1 WMIJrLM 4. Agency and NPO Comments The Engineering Division has the following comments: a. A public improvement project on Hall Blvd. is presently being considered between the railroad tracks and Fanno ' reek. Half street improvements will b-� necessary along the Hall Blvd. frontage. b. A Sensitive Lands permit is required prior to depositing any land fill within the 100 year flood plain. The State Highway Division notes the follouinE,: a. The general site development is acceptable but additional Information regarding the highway frontage construction is necessary before a complete evaluation can he made. b. The partitioning concept is oppropriate, however, the access to the smaller parcel should be limited to the southeastern .orner when it Is developed. The Tualatin Rural Fire Protection District tins the following comments: a. Fire Department access roadway surface shall. be of all-weather type capable of carrying imposed loads of not less than 40,000 pounds total. UFC 10.207(a) b. Turning rad4.us in Fire Department access roadway(s) shall be not less than 30 feet inside and 52 feet outside. (UFC 10.207(x) . If m9eting the turning radius requirements above is a problem, then move the automatic sprinkler connections out to the street. %. Vertical clearance fot Fire Department access roadways small be not less than 13-feet 6 inches. (UNC 10.207(a) . d. Provide an approved water supply capable of supplying required fire flow for fire protection to all premises upon which buildings or portions of buildings are constructed. UFC 10.301(F). e. Approval of submitted plans is not an approval of emissions or oversights by this office or of non-compliance with any applicable regulation; of the local government. NPO 81 has not submitted any written comments. B. ANALYSIS AND CONCLUSION. The proposed partitioninf, is consistent with rhe requirements r,f the code. The CBD zone does not have any minimum lot size or lot dimension standards and adequate services are available to the site. NOTICE; OF DECISION - SDR 29-84 6 MLP 4-84 PAGE 2 r r r The proposed site developmentis also consistent with City regulations for landscaping, lot coverage, setbacks, bui:.ding height, and vision clearance. There aie two items that will require further consideration: 1. Parkin The site plan exceeds the required cumber of parking spaces (72). However, it is n, i clear how many are to be standard and compact spaces. The code allows for 25% of the required spaces to be for compacts and therefore, a minimum of 54 spaces must br devoted to full-size automobiles. The code also specifi-d that cne bicycle rack space be provided for every 15 required vehicle si,dces. The 5 necessary bicycle spaces should be located near the main entrance, preferably under cover. 2. Sensitive Lands Since the proposed site plan will incluae some fill and regrading within the 100 year flood plain, a Sensitive Lands PErmit is necessary. This permit must be granted by the Hearings Officer before the initiation of any work within the flood plain. DEC1S?ON Tne Planning Director approves MLP 9-8/ subject to the following condition: 1 . After review and approval by the Planning Director and Public Works Director, the partitioning shall be recorded with Washington County. 2. This approval is valid if exercised within one year of the final decision date noted below. The Planning Director approves SDR 29-84 subiect to the following conditions: I . UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MLT PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Standard half-street Improvements including a bikepath and bus turn out, sidewalk, curb, streetlights, driveway apron, storm drainage and utilitiVs small be installed along the S.W. Hall Blvd. frontage. Said improvements along S.W. Hall. Blvd. shall be built to Minor Artet ial standards and conform to the alignment to be established by the City and State Engineer(s) . Above improvements shall be completer' as a condition of occupancy. 1. Five (5) sets of plan-profile public improvement construction plans and one (1) item.ired construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval . ; . Sanitary sewer plan-profile details shall be provided as part of the hvA lding permit plans. NOTICE OF DECISION - SUR 29-84 6 MLP 4-84 - PAGE 3 5. Construction of rroposed public improvements shall Hot commence until after the Engineering Section has approved public improvement plans. The Section may require posting of a 100% Performance Bond and the payment of a sign ±nstal1atfon/streetlight fee. Also, the execution of a state street opening permit shall occur prior to, or concurrently with the acknowledgment of City-approved public improvement plans. r� 6. Additional right-of-way shall be dedicated to the publiz along the Hall Blvd. frontage to increase the right-of-way to 45 feet from centerline. The description for said dedication shall be tied to the right-of-way centerline as established by the City of Tigard. The dedication document shall be on City forms and approved by the Engineering Section. i 7. Joint use and maintenance agreements shall be executed and recordec, on City standard forms for all common driveways. Said agreements shall be referenced on and become part of all applicable parcel deeds. Said agreement shell be approved by the Engineering Section. be submitted for approval of the Planning ixr'8. An amended site plan shall Director which includes the following: a. A minimum of 54 standard parking spaces (9 x 18 feet). Tile remaining spaces may be designated for compacts (8 -1/2 x 15 feet). b. A minimum of ` secure bicycle rick spaces located near the main entrance. The rack locati;n and design shall also be approved by the Director. 9. A Sensitive Lands Permit shall be granted ' y the Hearings Officer prior to any filling or landLorm alteration within the 100 year flood plain of Fanno Creek. 10. This approval is valid if exercised within one year of the, final. decision date noted below. D. PROCEDURE I . Notice: Notice vab published in the newspaper, posted at City Hall and mailed to: XX _ ;tie applicant 6 owners XX Owners of record within the required di.stanco XX The affected Neighborhood Planning Organization XX Affected gclvernmental agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON February l9, 1985 UNLESS AN APPEAL IS FILED. NOTICE OF nt;C[SION - 3DR 29-84 b MLP 4-84 - PAGE 4 a ► 3. Appeal: Any party to the decieton may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Ccde wh[ch provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent . The deadline for filing of an appeal is 4:30 P.M. 2-19-85 4. Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. WIIIliam A. Moo aban, Director of Planning & Development OVED (KSL:0994Pbmr) 4 Sc ���. \ r fi NOTICE OF DECISION - SDR 29-84 6 MLP 4-84 - PAGE 5 20915 S.W. 105th AVENUE, TUALATIN, OREGON 97062 503/692-6065 November 28, 1984 CITY OF TIGARD CIVIC CENTER PROJECT Our Job No: 84-12-4 PRELIMINARY CODES REVIEW Date: November 28, 1984 Place: Tigard City Hall Attendance: City of Tigard - Brad Roast Tualatin Fire District - Marie Morterud Smith/Dull Partnership - Norm Dull o Presented site plan and floor plans for general orientation and overview. Discussed site arcutation and in particular fire truck access and route through site. o Fire hydrants must be within 250 feet of all portions of building - fire iydrant located on adjacent: G.T.E. property, check or hydrant at Hall Blvd. o Enu,iciator panel can be located inside 24 hour door into police area. Fire department connection by book drop on north face of wale . Alarm bell can be located anywhere as long as it is readily audible in entry area. o Separation between Lobby and Towne Hall may be regular clear glass, aluminum frame and self closing aluminum doors (which oust form good smoke seal ) as long as a sprinkle deluge system is installed over this area. o Two (2) exits are required from Towne Hall and must be separated by 12 the diagonal room dimension. o Fire extinguishers are required at one 2A - IOBC per each 3000 square feet and a maximum of 75' travel distance from any point within the building. o Fire extinguisher cabinets may be painted to match the walls, with contrasting lettering stating fire extinguisher. These cabinets need to be located near exits. November 28, 1984 TIGARD CIVIC CENTER PRELIMINARY COI,ES REVIEW Page 2 o Records and office portion of police area can become part of exit corridor with 1. hour walls running along copy, telephone and toilet room with 20 minute doors. NOTE: Anyadditions, deletions and/or corrections need to be made in writing within ten (10) days of above date. Norman R. 0u1 Project Architect NRD/sh cc: Brad Roast Marie Norterud file m ' RINUU11 1re5h1Q, d,1CN1C,1-'---,b 20915 S.W. 105th AVEI^N 1E, TLALATKV, OREGON 97062 5(13,*W6065 TIGARD CIVIC CENTER November 12, 1984 RESOURCES f Bond Sale 2,200,000.00 Interest 202,000.00 Pinebrook Lot 25,000.00 WCCLS 35,000.00 Old City Hall 105,000.00 S.D.C. (Participation in bus stop and 1/4 of half street improvement) 10,000.00 Sub Total 2,577,000.00 RELATED COSTS Bond Cost 37,000.00 I Debt Service 98,000.00 Land Cost 544,500.00 Legal/Appraisal/Soils 8;500.00 Fees & Charges 14,000.00 Program 3,000.00 Varner 3,000.00 I Sub Total 7013,000.00 TOTAL PROJECT FUNDS AVAILABLE _ $ 1,869,000.00 IPROJECT COSTS: CONTINGENCY fo^ CHANGE ORDERS 50,000.00 I A/E FEES 126,907.00 CONSTRUCTION BUDGET 1,692,093.00 $ 1,869,000.00 )rn1[rVJJQdid1Ch11C,t i- �r�_ ui� � ---1[5 20915 S.W. 105th, AVENUE, TUALATIN, OFEGON gWo2 503Irfg2..6C TIGARD CIVIC CENTER November 12, 1984 Design Development Cost Estimate Architectural/Structural $ 98' ,532.00 Mechanical 227,800.00 Electrical 141,700.00 Drai'VA tc landscaping/Paving/&mage- 148,202.00 Half Street Improvement 34,000.00 ✓ SUB TOTAL :1,538,234.00 Contractors Site Cost & Overhead @ 6% 92,2134.00 1,630,528.00 Contractors Profit @ 4% 65,221.00 $ 1,695,749.00 Credit Cust Of Permits 7,000.00 ESTIMATED CONSTRUCTION COST $ 1,688,749.00 Z�2 q / l V l n�C� � � d[CNICCIS')1' nM/ULd ( 2x)15 SW 105th AVENUE, TUALATW, OREGON 97062 5031'692-6065 October 10, 1984 CITY OF TIGARD CIVIC CENTER PROJECT Our Job No: 84-12-4 PRELIMINARY CODES REVIEW Date: October 9, 1984 Place: Tigard City Hall Attendance: Tualatin Fire Dist. - Gene Birchill City of Tigard - Brad Roast Fred Glick b Assoc. - Tom Litton Smith/Dull Partnership - Norm Dull 1. Tom pi -�sented site layout for comment. Fire truck access was discussed. Route meeting turning requirements will he provided thru site (possibly thru gate thru police motorcourt) from Hall Blvd. to Burnham Rd. Route thru eastern most parking area near Library would be desired and could be one way. Trees cannot have branches extending over route if less than 13-fee4 6-inches high. 2. Fire protection access to all portions of building for exterior was ac- ceptab i z% 3. Fire hydrants are required within 250-feet of all portions of the buildings. This requ•'rement may be relaxed some due to buildings being sprinklered. Fire oydrrint most likely needs to come uff Hall Blvd. water main. 4. Fire department connection, backi'low preventer etc. will be allowed to be installed in vault. 5. Total area of building is approx. 31,44% square fee4squar ibrary �7Rsquare feet, Police =( �$jsquare feet, City Hallsquare fe�-e Public Areas Town Ha obby, Restrooms) - 3,081 eet. Occupancy group A-3 for Library and Meeting Hall , B-2 for City hall and Police offices and I-3 for Holding area. 6. Type of construction to be Type Y-N fully sprinklered. Library with 3 open sides for 100% area increase and Cit,; Hall/Police with 3 open sides for 87.5% area increase provided a deed restriction can be placed on park areas to west and south to prevent any future buildings from being placed within required yards. October 10, 19134 Preliminary Codes Review Page Two 7. We are planning to create a 2-hour area separation wall between entrance to City Hall and entrance to Library - should be no problem. The canopy will need to be constructed in some yet to be determined fire resistive fashion (refer to Archades Sec„ 509 for additional information). Full height glass at both entries is allowable due to unprotected openings being allowed, rest of walls on each side of courtyard to be 1-dour construction. 8., City Hall area must be separated from Lobby by 20-minute rated assembly and Lobby is to be 1-hour rated corrt:dor. Needed exits are provided in City Hall and no areas will require 1-hour construction for corridor protection. Police area must be separated from holding area by 2-4gRr occupancy separ- ation (most likely of CMU construction). Needed exits are provided and corridors serving more than 30 people must be 1-hour construction. Refer- to exiting hardware requirements per UBC Sec. 3321 f and g for Holding area special needs. 9. Holding area in Police area can be of type g 1-hour• construction and must also be sprinklered per section 3,802 g-consider high ceilings in this area to avoid prisoner tampering - discuss_methods of sprinkler installation and protection from self harm of poisoners with Gene when further along. 10. Mixture of heavy timber and 1-hour construction will.Aot be allowed as the same as all 1-hour. Window walls on exterior in 1-hour :orridor and lobby requires protection, of structural members - this require,nent can be met, with wood provided it is designed to withstand the 'burn-oft' of 1-inch of mater- ial on all sides and still be structurally sound - this could be option as wind load will probably govern not vertical load. 11. Exits from Lobby, Library, Town (meeting) Hall must be 'panic' type. 12. Bob Santee with Tigard Water Uistrict - phone no. 639-1554 is contact re- garding options on water main, metering location etc. *Note: Any additions, deletions and/or corrections need to be made in writing within ten (10) days of the above date. 1 000T a War dmn_� Norman R. Dull Project Architect NRD/cfr cc: Brae Roast Gene Birchill Toni Litton File WJLw- .� (�- ''BLJILDING PERMIT APPLICATION TIGARD DATE__ -THE LINDERSIGNED HEREBY APPI."IES FOR A P1 AM IT FOR THE WORK HEREIN INDICATED BUILDER PHOI�w OR AS SHOWN AND APPROVED IN 1 HE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER �:'_�l_1] --JOB AD6RESS ---- ARCHITECT ENGINEER BUILDER c'uLlic /writ$ ADDRFSS--- 127:5 >W Ash Avenue DESIGNER ----- -------------- STRUCTURE ❑ NEW ❑ REMODEL_ D ADDITION _ .aREPAIR ❑ RENEWAL El FIRE DAMAGE - ❑ DEMOLITION ❑ RESIDENCE ❑ COMM FJ EDUCATIONAL W GOV'T El RELIGIOUS E) PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE — __BLDG.TYPE FIRE ZONE -PLAN CHECK BY ___HEAT___ _ fill per;git for avnruap,ately_ 5000 Cubic yards of fi11 material _ All pec approved flans & ('ity Requirements. SEWERPERMIT# ----- OCC,LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT--, SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Formlt THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILnING CODE, ZONING t REGULATIONS AND A- APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 'r WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sul)-total _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS i LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Stetb Tax ` SDC - Total I - 1 PDC# APPLICANT OR AGENT By — - Receipt No. ADDRE98---�--- " - -- - PHONE Approved — — DATE INSP. TYPE INSPECTION RErMA%rTKS PLUMBING DATE Contractor Permit No Rough-in Fixture Final HEATING Contractor PermitNo or .1 Final (EWER Final 13RIVEWAY Final (Rain Dram)Final Sidewalk Approach BLDG. DEPT.OPINAL TEM"RARY CERTIFICATE OCCUPANCY Final CENTIPICjITZ OCCUPA Landwcaping tomnil Final r� w ■ra � om � o �ultasomat�,h Uouszt�, �resoia To -- Date._______���� Time_ _.. •� ___- w14ILE You WE E OUT M .. of 1- ,1-) v E- �v 5f Phone _ 1_. '��.2 5 1 TELEPHONED PLEASE CALL RETURNED YOUR CALL WILL CALL AGAIN WANTS TO SEE YOU RUSH Message__ vd .- ZA Bti : ""moi nom�� t7ou�nty, Ura I�oaoi To._ _ --- (� - Date W LE You WERE OUT M . 2- Phone_ TELEPHONED PLEASE CALL. RETURNED YOUR CAL. WILL CALL AGAIN WANTS TO SEE YOU RUSH Messag � pd .- li7 By �� ` I aa,'A Permit No. CTfY OF TIGAPD SIGN PF :41,= APPLICATION 'Ilse applicant hereby applies for a permit for +'he work indicated or as shown .in tree acxxmpanyirxl plans and specifications. SIGN I[X'ATION ADDRESS: I Jl ✓ ��/V /(��� ��VG� ZONING: BLV W0,1E OF BUSINESS: ?� APPLICAW/AGENT: fit Z N 61,ti I�✓� ODNIPANY: (-1 c,�- PHONE: 1� 3� J The City of Tigar_xi imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you pre=��t1.1r have a current business tax? YES ( ) NO U.L. Label # FIROPOSED SIGN: (Check as many as apply) ---- -- PM'WM4I' ( ' ) FREESTANDING (-� ) FREEMY ( ) TEMPORARY ( ) WALI, ( ) LMBCPRONIC ( ) rfrH ER ( ) DILLBOARD ( ) BAIJj=4 ( ) SIGN DIMENSIONS: •�;K' `� E)�PMr TION DATE: TD'1:AL SIGN AREA (Sq. Ft.): WALL AREA (Sq. Ft.) : — DATL FACE: _--- q,Z.3 HEIGHT (Ft) —� PRallrUON FROM WALL: IIILTIR TION: YES TYPE: Y, COPY: ' ' L MATERTAIS: I 'L 2. e"Alzilk hi t UTI ---- EXI,S=NG SIGNS: LL' i' / -'� �•(: ---- AEMINI91RATIW KACF1MON: N/A ( ) APPROVE) ( ) FYJW MUCH $ ARFA ( ) H EIG H ( ) aTs: PLANNING DFd' All sign pe -twits must be accant,anied by a scale Pni P t Fee: drawing and plot plan. If work authorized under. Receipt No: _ a sign permit has rat been corpleted within ninety APPDg,te: ed BY_ --__ _ days after the issuance of. the permit, the permit Date; shall becxmp Trull and void. ELDC'PRICAL PERMIT I ( 'MFY THAT I P14 THE REODRDEI) OWNER OF T!1E REQUIRED: YES ( ) NU ( ) PROPERTY OR AN AGEW AU[NORIZED BY THE OWNER. B0I DIIJG PEF4= RFVJI:IED: YES ( ) NO ( ) Appy S ytla ------- -— c p/RKMPFRMP Address Telcphone N:\WORD\CUMDEV\ Page 1 IIRCHITEC13: Smith/Dull Partr, nip, Arz-hitects 20915 S.W. 105th i%venue Tualatin, Oregon 97062 PRGiECT DOCUMENTS for Tigard Civic Center Tigard, Oregon ADDENDUM NO. 1 This Addendum is issued for the purpose of clarification and/or revision of the Project Manual and the Drawings. ITEM I : "POJZCT NANUAL A. Section 00020, NOTICE TO PROSPECTIVE BIDDERS, Add the following: "Southwest Washington Cfntractors Association 7017 N.E. Hwy 99 #100 Vancouver, WA 98665 (206-694•-7922) "Medfocd Builder's Exchange 315 N. Bartlett Medford, OR 97501 (503-773-5327) B. SECTION 01532, TREE AND PLAt,'l PROTECTION Attached he^ete and made a {part of this Addeodum is Section 01532, Tree and Plant Protection. C. DIVISION 8 - DOORS & WINDOWS, DOOR SCHEDULE & TYPES 1. Page 3, Cour 135 A: Revise lire rating to 90 min. 2. Page 4, Door 155 A: Revue fire rating to 20 min. Page 2 D. SECTION 09300, TILE I. Page 09500-3, 4, 5, & 6 "Delete page 09500-3,4,5, & 6 which were inadvertently included in Section 09300 and replace with pages 0930C,-3,4,5, & 6 attached hereto and made a part of this Addendum." E. SECTION 09500, ACCOUSTICAL TREATMENT 1. Page 09500-3, 4, & 5 "Delete ?ages 09500-3, 4, & 5 and replace with pages 09300-3, 4, 5, & 6 attached hereto and made a part of this addendum. F. SEC-ION 15300, FIRE PROTECTION Page 15300-2 & 3 1. Revise Paragraph 2.02, SPRINKLER HEADS, subparagraph f. Sprinkler heads Pendant/Deluge as follows: Delete the word "Delu5e" from the title. Change the sentenLe that reads "Sprinklers to have. . . sprinkler model C i" t; read "Sprinklers to have chrome finish, to be rated at 135''F unless otherwise shown or required otherwise, Grinnel issue C." 2. Parrgraph 2.06 DELUGE SYSTEM, delete this paragraph in its entirety. G. SECTION 1.5,'50, PLUM6ING EQUIPMENT [age 1�)45U-6 1. Add to subsection 2.03 PLUMBING FIXTURES the following paragraph. "11 . DF-2 Drip l,,ing Fountain, Western Sunrock Model SR41F semi- recessed, all satin chrome finish." I H. SECTION 16720, FIRE ALARM SYSTEMS Page :16720-2 Delete paragraphs 2.03 A & C in their entireties. ITEM II : DRAWINGS A. SHEET LAI : Transformer Pad is included in contract. Delete the note "N. I.C." B. 511EET LA6: Detail B/L'16: Delete re-bar from extruded curb. s � Paye 3 C. SHEET A2: Police Floor Plan: Provide (1) brick expansion joint midway between Grid Lines 2 & 3 on Grid Line A. D. SHEET A3: City Hall Floor Plan: Provide (1) brick expansion joint at east edge of window in Office 180 on Grid Line 10. E. SHEET A16: Detail 21IA.16: Revise note "1`z° O Gsly. Sch. 40 steel pipe," to read "11,4 ABS Sr_h 40. " F. SHEET S-1: Ceneral Notes: Concrete, add the following note: "Provide control joints in concreae flatwork at 20'• 0" o.c. each way maximum unless otherwise noted in the drawings." G. SHEET E3: Fixture Schedule: Add to the fixture schedule the following: Fixture Type A Daybrite A-1 Daybrite B Daybrite D Daybrite Li thop.ia Marco F Daybrite G Daybrite 0 Capri ITEM III SUBSTITUTIONS A. SECTION 03100 FEB America, Inc. 'Formfilm" B. SECTIO11 13300 FFi America, Inc. "Febcure Acrylic" Wilsonville Concrete Products (682-2525) I Page 4 C. SECTION 04-100 FEB Wrerica, Inc. "Febproof" D. SECTION 07110 FEB Mie-ica, Inc. "Febi t Flydroprufe" E. SECTION :0160 Metpar Steel Products, Corp. F. SECTION 10623 Holcomb & Hoke Manufacturing, Co. , Inc. "Foldoor X16 Super Soundgard 8" Page 1 ARCHITECT: Smith/Dull Partnership, Architects 20915 S.W. 105th Avc-. Tualatin, Oregon 97062 PROJECT DOCUMENTS Tigard Civic Center Tigard, Oregon ADDENDUM #3 This Addendum is issued for the purpo-�e of clairification and/or revision of the Project Manual and the Drawings. ITEM I : PROJECT MANUAL A. SECTION 02920 - SOIL PREPARATIONS Work in this section is to be included as part of this project. B. SECTION 02930 - LAWNS AND GRASSES Delete this section in it's entirety. C. SECTION 09250 - TREES, PLANTS AND GROUND COVERS Delete this section in it's entirety. D. SECTION 03300 - CAST-IN--FLACE CONCRETE Page 03300-5 Paragraph 2.08H. Insulating Concrete Delete Paragraph in it's entirety. E. SECTION 09680 • CARPETING 1, Page 09680 - Paragraph 2.01 A3. Under "Secondary Back" revise to read as follows: "Unitary Lack to provi6e tuft bind of 20 pounds" . 2. Page 09680-3 Paragraph 3.0? A3. Add the following: "Direction of ribbing to run north and south". ITEM II : DRAWINGS A. SHEET S-6 CITY HALL/ROOF PLAN Revise 3/4" CDX plywood in exposed ceiling areas to 3/4" MDO plyaood as specified ! under Section 06200 2.03 B2. BIDDERS SHALL NOTIFY ALL SUB-BIDDERS AND SMALL. ACKNOWLEDGE RECEIPT Of THIS A.bDENDUM ON COMPLETE AND FUBMITTED PROPOSAL. ****END ADDENDUM NO. 3**** WAINLAL SFCTION 08710, Page 1 SECURITY HARDWARE PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements Sections, apply to the work specified in this Section. B. WORK IPJ OTHER SECTIONS Furnishing & installation of finish hardware, excluding work herein specified, covered under Sections 08120 and 08700. C. DESCRIPTION OF WORK Providing and installation of complete and operating pneumatic locking system. 1.02 UALITY ASSURANCE A. Supplier and installer to be u permanent service organization trained and approved by the manufacturer and shall be responsible for the proper installation and satisfactory operation of the total system. B. Fire-Rated Openings: ? . Provide hardware for fire-rated openings in compliance with NFPA Standard No. 80. 2. This requirement takes precedence over other requirements for such hardware. 3. Provide only hardware which has been tested and listed by Underwriters' Laboratories for the types and sizes of doors required and 'which complies with the requirements of the door and door frame labels. 1 .03 l•IARRANTY A. WARRANT REQUIREMENTS 1. Hardware shall be warranted against, faulty workman�Aiip for a period of two years from date of acceptance of building by Owner. 2. It is required that repair and service parts be available from local sources. 08710-1 SECTION 08710 SECURITY HARDWARE 1.04 SUBMITTALS A. SHOP DRAWINGS 1. Submit in accordance with Section 01300. Q. RECORD DRAWINGS 1. Submit in accordance with Section 01700 complete with one colored set of color-coded tubing diagrams, accurately showing all installation tubing details, the locations of all concealed components such as valves and compressor shall be properly noted and included. PART 2.00 - PRODUCI S 2.01 MATERIALS A. LOCKS Furnish preumatic high security locks as manufactured by Air Lcck Company, Model L250 Lock with handle (with security screws) or approved equal . U. AIR COMPRESSOR Furnish air compressor as manufactured by Campbell/Hausfeld, Model No. LT 5001 or approved equal . Provide complete with 11 gallon holding tank, check valves, filters, shut offs and piping necessary for proper operation. C. TOOLS FOR MAINTENANCE 1. Furnisn a complete set of specialized tools as needed for Owners con�J need adjustment, maintenance, removal and replacement. 2. Furnish repair parts kit with each lock to provide ten year servicing. PART 3.00 - EXECUTION 3.01 INSTALLATION A. GENERAL 1. Provide one lock with handle per door scheduled for, hardware groups No. 11 and No.. 12. 2. Supplier/Installer shall coordinate all iock system requirements including blockouts and conduit in jambs with door supplier and electrical subcontractor and shall furnish and install all lock piping, tubes wiring, filters and compressor For complete installation. 0,710-2 SECTION 08710 SECURITY HARDWARE PART 3.00 - EXECUTION (Continued) A. GENERAL 'Continued) 3. Pipinc and wiring shall run to Phone Room (room #106) for cuordination and installation in control panel furnished by Owner. 4. Mount air compressor on wall as high as practical on supports provided by this installer. `i. installation shall be in accordance with manufacturer's reconoendations and in full compliance with all applicable codes and standards. 6. 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CK 4 �b L ro 0 u f u ro •3 L' E~ n c ro ro m o o U ro > !, ro ro u •- v v s -� U c a A ro a� ro 44 o. v� C U C a w �O O � 6 r� ro �-i ►� L v ro v v w o c ro o ro ro a ,o r N c �• H v - , s III 4+ 3 O N N U i (LI t, u a1 c e a o v •.f C vr+ v v � C :3 N c ro U C u c W i O O C U W •.f •� 7 u ti v ro tr u -� E- w J. g � < 1 vwSw�a�a�tr4 a.µ i /�i;r i I�/�rtN►LJ� pct 1 i�u � amt .��Gc/moi` �i�!�y','�H,r® C✓DCl/ir','.�; . 'r' i I I ® � s SECTION 01025 MEASUREMENT & PAYMENT C. BASE BID UNIT PRICES For the purpose of establishing costs for certain portions of the work under the Base Bid, include on the Bid Form in spaces designated, unit prices for the following items listed below, including Contractor's overhead and profit: Item No. 1: Cost per cubic yard for ret- val of unsuitable subgrade material encountered within building and paving lines during subgrade compaction processes speci- fied in Section 02200, Paragraphs 3.01B and 3.038, and for importing new granular fill material specified under Section 02200, subparagraph 2.01B.2, for replacement of said unsuitable subgrade material, including labor, equipment, materia'3, hauling, placement, compaction and other incidental work therefor specified and/or shown on Drawings. Extent of material to be removed ar,d replaced shall be as determined by a Soils Engineer /Testing Agency. Measurement for payment will be based on the actual yardage of material removed arid Disposed of as measured by truck count by means and method approved by Architect. *** E ^: ;1r)2,,-4 .�** SECTION 01532 - TREE AND PLANT PROTECTION PART 1 - GENERAL 1.01 DESCRIPTION This Section covers the protection of existing plants and trees scheduled to remain as indicated on the Contract Drawings and as specified herein. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 INSPECTION On-site inspections of plants and trees shall be conducted wi+.h the Landscape Architect prior to the stirt of construction. 3.02 MARKING Plants marked within the project .:rea shall remain and be protected. 3.03 ABOVE GRADE PROTECTION A. Temporary barricades or guard rails shall be provided where required to protect plants and trees,which are to remain, from above grade damage. B. Avoid damage to tree trunk, lir!ibs and bra,,ches. Notify Landscape Architect before cutting any limbs or branches over 2" dia. to allow for new above grade construction. 3.04 ROOT SYSTEM PROTECTION A. Construction materials, debris or excavated materials shall not be stored within 30' of tree trunks. B. Vehicular, construction traffic and parkinh shall not be permitted within 30' of tree trunks. C. traffic Ehall be restricted in order to prevent excessive com- paction of soil over root ;systems. n Root systems shall be protected from damage due to noxious materials in solution caused by run-off o. spillage duria,g storage or placement of construction materials. 01532-1 1 1 I i E. Root systems shall be protected from flooding or soil erosion. 3.05 EXCAVATION AROUND TREES A. Where trenching for utilities iF required within 30' of tree tr,inks, tunneling over of under roots shall be performed by hand digging. Main latera: roots or tap roots shall noc be cut; however, smaller roots less than 4" dia. which interfere with the installation of new work shall be cut. Roots shali be cut with sharp pruning instruments. Roots shall not be broken or chopped. B. To minimize root damage in areas where new construction is required 4ithin 30' of tree trunk, root systems shall be hand excavated. A narrow tine spsdi.n4 forks shall be used to comb soil to expose possible. If large, ma' lateral roots are encountered, roots shall be exposed beyond Acavation limits as required to bend and shall be relocated without breaking. ` C. If encountered i.,unediately adjacent to the location of new construction and• rclocatio:, is not practical, routs shall be cut at maximum distance of three inches back from the new construction. D. Exposed roots shall not be allowed to dry out before permanent back- fill is placed. Temporary earth cover shall be provided or roots shall be packed with peat moss and wrapped with burlap. RooLs shall be watered and maintained in moist condition and shall be temporarily supported ;Ind protected from damage until they are permanently re- located and covered w;th backfill. E. Branches shall be pruned in accordance with good horticultural practice to balance loss to root system caused by damage or cutting of rout system. 3.06 REPAIR AND REPLACEMENT A. Any damages to trees resulting from insufficient or improper pro- tection shall be at the Contractor's expense. Damages per tree shall be based on the cross sectional area and dollar figures set by the International Shade Tree Conference. B. All landscaped areas and other surface improvements dam-►ped by the actions and/or omi.sions of the Contractor shall he restor.d as nearly as p,)ssible to the original condition and shall je at the Contractor's expense 01")'32-2 FND Wi SECTION 02010 SI ;BS(1RFACE EXPLOR:NTI(-)N PART 1.00 - GENERAL 1.01 DESCRIPTION A. Soil Information 1. The following is a copy of the Subsurface Soils Sur -Py dated July 26, 1984, as prepared by T. A. Cooper, Consulting Enpi�weer, and is included herein for Contractor's reference. 2. The Contractor shall make his own deductions and conclusions as to the nature of the materials to be excavated, the difficulties which may arise from subsurface conditions, and of doing any other work affected by the subsurface conditions, and shalt' accept fell responsibility. 3. The Owner does not warrant the correctness of the soil investigations or of any interpretation, deduction or conclusion given in the report relative to subsoil conditions. FNr): 02010_1 � s SECTION 02200 EARTHWORK PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the C, ntract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. B. WORK IN OTHER SECTIONS 1. Provi.,ions covering unit prices for portions of work of this Section is specified in Section 01025. 2. Survey for building lines and elevations covered in Section 01050. d 3. Soil compaction testing covered in Section 01400. r+. Foundation investigation report covered under Section 02010. 5. Site preparation covered under Section 02100. 6. Backfill material and backfilling at foundation drainage piping covered under Section 02710; ail oche: building and structure backfill covered herein. %• Topsoil mixing and placement, including finish grading of landscape areas, covered under Section 02920. 8. Vapor barrier under interior slabs on grade covered under Section 03300. IX2 LJALITY ASSURANCE A. SOILS COMPACTION TESTS, GENERAL L Covered hereinafter in this Section and in Section 01400. 2. Should compaction of fills placed lander this Contract not meet specified requirements, re-compact to assure compliance with Contract Docu- ments. 3. Original test costs will be paid by Owner; costs for re-testing after rejecting compacted fills shall be paid for as stipulated in the General and Supplementary Conditions, as applicable. B. INSPECTIONS & TESTS Special inspector, after each fill work lift is completed, will make not less than one compacti-n test for each 5000 sq. ft. of fill area under asphaltic concrete paved road and parking areas, and for each 1000 sq. ft. of Portland cement concrete paved slabs and walks, all to assure compliance with ,specified density. C. ELEVATION TOLERANCES 1. Ro jft Grade: Shape soil and aggregate to plus or minus 2 inches above or below the indicated elevations. 2. Finish Grade: Shape .toil and aggregate to plus or minus '/: inch above or below the indicated elevations. 3. AF&regate Base for Concrete: Shape top of aggregate to plus Y: inch above or minus 1 inch below the indicated elevation. 1.03 JOB CONDITIONS P, GENERAL Limit work to authorized areas within Owner'!, property limit. 02200-1 SECTION 02200 EARTHWORK B. DUST CONTROL Provide sprinkling of dust producing soil to prevent damage or nuisance to adjacent property and persons. C. PROTECTION I. General: Barricade open excavations and provide warning lights from dusk to dawn each day. 2. Reference bench marks and monuments: Locate and carefully maintain all bench marks, monuments, and other reference points arid, if disturbed or destroyed, replace as directed at no cost to Ownr .r. 1, Utilities: Protect all utilities on or adjacent to ,te from damage caused by the work and repair any darnage thereto, at no cost to Owner, in manner approved by serving Utility. D. UNIT PRICI~S 1. Comply vith requirements of lection 01025,. 2. If additiune.l excavation is required by existing conditins and not a result of the Contractor's negligence, additional excavation will be measured as stipulated in Section 01025. 3. Additonal excavation and backfill will be paid for on a unit price basis in accordance with applicable provisions of Section 01025 and the General Conditions. 1.04 ALTERNATES See Section 01030 for alternate hid items affecting work in this Secti,)n. PART 2.00-- PRODUCTS 2..01 MATERIALS A. BACKFILL MATERIAL FOf'r, GENERAL SITE. CUT & FILL WORK For site grading outside building and paving lines, obtain approved moisture controlled fill material from on-site excavation work which is approved for re- use as general site fill .as determined by Architect or Testing Agency. B. FILL MATERIAL FOR FILLS UNDER FOOTINGS & BUILDING SLABS & FILLS UNDER ASPHALT & COr4CRETE PAVING I. In general, obtain approved controlled fill mater;al from on-site excavation work, approved fur t-ie as fill as determined by Architect or Tesiing Agency. 2. Should addition fill material be required, furn;sh material consisting of well graded clean, nonfrost susceptible gran..._T crushed rock, course sand, river-run sand and gravel, free of debris, and organic material and which contains nonplastic fines with not more than 5% passinf; No. 200 sieve. Maximum size of gravel or rock fragments shall he limited to six (6) inch size, except limited to one and one-half (00 Inch ;i--e for top 2 inctias of fill. Cost for additional fill material shall be included in the Base Bid, except as specified in Paragraphs 3.018.2 and 1.038.2 below. C. GRANULAR. BASE MATERIAL UNDER BU`ILDINC; SLABS Furnish granular base material consisting of well graded, clean washed river- run sand and nonfrost susceptible gravel or crushed rock. No aggregate larger than 2 inch in any dimension. Not more than 5% passing in number 200 sieve. 02200-2 li!' stir ss► t � � SECTION 02200 EARTHWORK D. 61J11-DING 11r STRUCTURE BACKFILL I. Backf;ll rnateria!s and backfilling at fow;dation drainage piping covered u:iJer Section 02.710; all building and structure backfill at locations not containing founlation drainage piping covered herein. 2• In general, use previously excavated earth as specified above, Paragraph 2.01A, for compacted backfills nt,t supporting exterior s!abs or paving; at backfills under subsequent paved areas use approved granular fill as specified above, Para;raph 2.0113, for compacted backfills. E. UTILITY LINE BEDDING AGGREGATE Furnish consisting, of clean washed COUrse sand with 0% retained on 1/4 inch sieve er 1/4 inch washed pea gravel with f% retained on 3/8 incl} sieve. F. FIL %TERIAL FUti EXCESS EXCAVATION lender jotings and building slabs, turnish concretf: as specified under Section 03300 or an approved granular structural fill material as specified above, Paragraph 2.0113. PART 3.00 - EXECLT'r;"1 3.01 SITE GRADING A. SITE CUT & FILL WORK !. After clearing and grubbing is completed as specifi,:d in Section 02100, do all general site cut and fill work required for contract completion to •ough and finish grades shown and/or stated hereinafter. 2. Do no cut and fill work, in freezing weather or over snow nor during we *her detrimental to fill work as determined by Archite-:t; use no frozen material in fills. 3. Remove large boulders wid any ether debris encountered during site grading work off site; boulders less than two-man size may be used in site fill provided tops thereof are at least 18 inches b.-low finish grade, outside building lines. 4. Re-use suitable planting area and general site a,'ta fill material at locations on site as directed. Place planting area and general site fills in loose layers not exceeding 8-inches and compact each layer to densities hereinafter specified. 5. Re-use sui*.able underslab ane' paving backfill material obtained from site cut and fill work, which is approved by Soils Engineer for said re-use; placement of said material ;half conform to placement requirenlents of Article 3.03, Rackfilling, Stockpile anv additional' material approved for re-use as building backfill. Dispose of unsuitable backfill materia; obtained from site areas, which is also not classified as topsoil, to location off site as selected by Contractor, at Contractor's expense; conform to local regulations for depositing fill material on property of others. 6. All cut and fill slopes for paved areas shall be uniformly dressed to the slope, cross-section and alignment as required to assure positive drainage. 13. 'COMPACTION OF CUBGRADE 1. After cut work and prior to nlacing anv fills or other work in area; within paring and exterior walk and slab lines, thoroughly proof-roll by use of a 02200-3 SECTION 022.00 EARTHWORK leaded dump truck or similar equipment; compact to accomplish at least 90% of the standard maximum dry density, ASTM 0698, for the top six (6) ,nches of the subgrade. 2. All sof t/wet areas observed during compaction process shall be removed to firm ground and the grade restored with compacted clean granular material meeting requirements of subparagraph 2.0113.2 above. Additional cost for removal of these unsuitable materials and for importing new replacement backfill material where directed, including placement and compaction, shall be made by a regularly approved charge order based Upon the unit price stipulated in the Bid/Tender Form fc.�r removal and replacement of said material as measured by the Soils Engineer in conformance with applicable provisions of Section 01025. '. The compaction procedure shall be observed by a qualified Engine^r selected by the Owner to evaluate the subgrade perfor:irance, to evaluate the effectiveness of the procedure, and to make adjustments in the procedure as field conditions dictate. C. COMPACTION OF FILLS 1. Compact all fills, in loose layers not exceeding 8 inchos in depth, with approved campacting devices and material t:; attain the following com- paction: a. For floo! slabs, footings, paved areas and other structure.l elements: UIF For cohesion type soils: 90% rninimu,4 of maximum dry density as determined by ASTM D1557. (2) For cohesionless type soils: 85% minimum of relative density as deterrnined by ASTM D2049. b. For all planting and general site fills: 80'-Yo minimum of maximum dry density as determined ,y ASTM D1557. 2. Test method as determined by Testing Laboratory and ; :r,--ved by the Architect. 3. Provide additional approved material where noticeable settlement occurs, as approved. 4. Surface and ground water shall be contained and controlled in all areas receiving fill such that the moisture content of the subgrade and fills are maintained at 10 - 15% below plastic.: limit as determined by the Soils Engineer. compaction equipment shall be of adequate capacity for the quantity and nature of the materials and shalt be in good working order at all times. 5. Fill matarial far compaction shall riot be placed on a frozen surface or placed, spread or rolled while it is frozen or thawing or during unfavorable weather conditions. When the work is interrupted by heavy rain, fill operations shall not be resc:rPed until the moisture content and density of the previously-placed fills are as specified. 6. All materials with moisture contents that are, or become greater than that specified above, subpar. 4, shall be dried prior to compaction or recornpaction or shall be removed and replaced based upon unit prices stipulated as directed. D. ROUGH GRADES l.. Rough grade all areas outside buildings to grades shown to reasonable true smoothness, free froin non-uniform levels or slopes.. Roll or round cut and fill surfaces at abrupt changes in elevation. Slope ground to provide positive drainage away from building wails. 022.00-4 SECTION 02200 EARTHWORK 2. Rough grade to finish grades shown less the following: a. PlantLng areas: As required for topsoil & bark provided under Landscaping Section. b. Areas to receive asphalt avement: 8 inches for asphalt pavement and granular base. c. Interior concrete slabs: 9 inches for interior concrete slabs, vapor barrier and granular base; adjust to lower dept! s as required for thickened slabs. d. Concrete walks and exterior slabs: 4 inches for Portiand cement concrete walks and slabs; adjust to lower depths as required for thickened slabs and for curbs. 3.02 EXCAVATION A. EXCAVATION5 FOR FOO'T'INGS, BUILDING SLABS do A-SPHALT be CONCRETE PAVING 1. After site grading work is completed, Bio all additional excavation work required for building and structures and other work shown on the nrawings, by machine and/or by hand as required and approved, carefully trimmed to tires and subgrade elevations required for the work, ready for subgradc compaction as specified below, Paragraph 3.0313. 2• Leave adequate space for work for forms, drain tile, dam pproof ing, etc. fi. IJTiLITY & PLUMBING TRENCHING I Remove and stockpile or dispose of soil materials to obtain required �ubgrade depth and width to install utility and plumbing lines. 2. Provide 4 inch minimum thicknf-ss of bedding aggregate on leveled trench bottom for utility and plumbing lines. 3• Excavate bedding aggregate for p;ping bells and couplings. C• EXCESS EXCAVATION If, through error, excavation under footings and bui!ding slats is to levels lower than shown or specified, provide f'c = 2,00 psi at 28 day concrete or approved granular structural fill material specified 4bove, Paragraph 2.01F, compacted as specified above for "Cornpaction of Fills", Paragraph 3.01C. D- BRACING do SHORING Brace and shore sid--s of building and/or trench excavations as required by State and City Safety Codes to prevent cave-ins and injury to workmen in excavations. E. PUMPING Provide pumps, hose and at, other equipment and work to carry and keep water out of footing and excavated areas. F. FROST PROTECTION I• no not place footings or slabs on frozen ground or when freezing weather is anticipated before footings or slabs can be placed. 2. Do not carry excavations to final depths when freezing weather is anticipated; after frozen material is thawed, excavate to final depths shown. 3. Obtain Architect's approval before placing any new work on previously frozen and thawed soil; make final bearing surfaces suitable for new work. 02200-5 SECTION 02200 EARTHWORK 3.03 BACKFI!.L1NG A. GENERAL I. Before placing backfill, remove all screeds, s-:reed stakes, other wood, debris, and material subject to rot, corrosion, or subterranean termite attack and provide compactiun of subgrade as speciti,.!d below, Paragraph 3.03B. Obtain approval of subgrade by soils testing agency before any backfill is placed. 2, Use only materials approved for backfill purposes, as approved. Do not use cinders or other corrosive material as fill for pipe or other metals to be buried therein. 3. Provide and compact backfill over m,id-free, frost-free ground in mar,ner to prevent settlement thereof, and prevent damage to walls and ezinp- proofing thereon; replace all damage thereto without cost to Owrier, as approved by Architect. 4. Prior to placing slabs or other material over backfills and bases, special inspector to make not less than 3 compaction tests for each backfill area to assure conformity with specified compaction. 5. Replace, during guarantee period without additional cost to Owner, work which is damaged by settlement, and replace slabs and pavement which develop settlement cracks. 6. After all required backfilling is completed, remover all excess backfill rnater'ii,! to location of site as selected by Contractor, at Contractor's ex,:ense. H. COMPACTION OF SUBGRADE UNDER BUILDING SLABS be FOOTINGS & UNDER EXTERIOR ASPHALT dt CONCRETE PAVING 1. Thoroughly proof-roll by use of a loaded durrrp truck or similar equipment; cornpact to accomplish at least 90% of the standard maximum dry Jensity, ASTM D698, for the top six (6) inches of the subgrade. 2. All soft/wet areas observed during compaction process shall be removed to firm ground and the grade restored with compacted clean granular material meeting requirements of subparagraph 2.)1B.2 above. Additional dost for removal of these unsuitable roaterials and for importing new replacement backfill material where directed, includ og placement and compaction, shall be made by a regularly approved change ordFr base, upon the unit price stipulated in the Bid/Tender Form for removal and replacement of said material as measured by the Soils Engineer in conformance with applicable provisions of Section 01025. 3. -',"he compaction procedure shall be observed by a qualified Engineer selected by the Owner to evaluate the subgrade performance, to evaluate the effectiveness of the procedure, and to make adjustments in the procedure as field conditions dictate. C. FILLS UNDER SLABS do FOOTINGS 1. Backfiil with st-uctural fill and 'base materials specified above, Para- graphs 2.018 and 2.010, to rough grade elevations, compacted as sper_ifif_d above for "Compaction of Fills", Paragraph 3.010. 2. Place granular base specified above, 5 inch minimum thickness at interior slabs, 4 incii minimum thickness at exterior walks, compacted as speritred above. r). BU'.LDING 8t STRICTURE BACKFILL 1 . Coordinate building backfill work specified herein with foundation drain- age harkfill work specified under Section 02710. 02200-6 MW JIW_jt��WE WA RUMIM r I I I SECTION 02200 EARTHWORK 2. At all building and structure backfill at locations not containing founda- `ion drainage piping use backfill material specified above, Paragraph 2.01D, as approved, in layers not exceeding 8 inches loose depth, each layer compact4 J as specified above for "Compaction of Fills", Paragraph 3.01 C. 3. Backfill full bac,tfill depth to finish grade less that required for topsoil and new slabs, pa ing and walks including gravel bases therefor. E. UTILITY LINE BACKFILL 1. Backfill trenches as promptly as work permits. 2. After completion of testing, backfill utility and plumbing lines to 8 inches above pipe or conduit with utility line bedding aggregate as specified above, Paragraph 2.01E. Backfill remainder of trench with backfill material specified above, Paragraph 2.01D, as approved, in layers not exceeding 8 inches loose depth, each layer compacted as specified zbove for "Compaction of Fills", Paragraph 3.010. 3.04 FINISH GRADING A. GENER,41 1. Grade to levels indicated, with uniform levels or slopes between finish grades. Finish g,_,ade to tolerance specified in subparagraph 1.020.2 above. 2. Re-spreading of topsoil and final grading therefor covered under Section 02920. 3.0s, ADIUSTING do CLEANING A. PROTECTION OF GRADED AREAS 1. Provide protection of ---ur and fill areas of work under- this Contract, to prevent rutting and washing resulting from the elements. Repair and re- establish graves in sett:ed, eroded, rutted or otherwise damaged areas. 2. Scarify the surface, reshape and compact to required density. 3. During wet weather, place 4 inch lift of structural fill aggregate at bottorn of footing excavations and compact to 95% of maximum density at optimum moisture content. B. DISPOSAL Remove tra_1,, debris, waste material and unusable excess excavated soil mateial from the Site. C. COMPACTION Recompact or re nr,ve and replace, at no additional cost to Owner, materials not meeting regw}ed density. D. CLEANING Remove sot! materials from existing roads, w�_Iks and )arking areas, as directed. *** END: 02200-7 w** r..r emriea!��a SECTION 09300 TIL.Ey B. CERAMIC MOSAIC FLOOR & BAsE TILE 1. Furnish Dal-Tile YL inch th;:-.k ceramic mosaic tile units with cushion edges and factory mounted the onto sheets with mesh, dot, net, or other backing method which is to remain perm ;nently in the setting bed. Colors and sizes as specified below for patterns indicated or otherwise selected by tho Architect. a. Floor and base field tile: Dal-Tile "Dal-Keystone'' dust-pressed ceramic mosaic tile. 2" x 2" size; colors #DI<-88 Malt and #DK-,8 Tan. 2. Furnish perimeter trim sections including bullnosed field tile, bullnosed corners, inside corners, coved base, a.id other trim sections as required for complete installation, of color, glaze, square or cushion edges, and of ler;gths to match field tile. as approved. C. CERAMIC PORCELAIN FLOOR ik BASE TILE Furnish "Le Fiandre" ceramic por-elain tile unirs as distributee I,y Thompson Tile Co., consisting of the following, for sizes and patterns indicated on Drawings: 1. 29.7cm x 29.7cm (12" x 1211) size field tile: units of #G/420 Caribe color with standard unglazed matte finish; edges eased. 2. 14.85cm x 29.7cm (6" x 1211) size field border the units cut. from 29.7cm x 29.7crn (12" x 1211) si.-e the units, of #G/860 Adamello tok)r with standard unglazed matte f inish, edges eased. 3. 14.85crn x 14.85cm (6" x 611) size field border intersection the units cut frorn 29.7cm x 29.7crn (1211 x 1211) size tile units, of #G/''80 Salomone color with factory polished finish, edges eased. 4. 6" x 121• size bullnosed base units (cut from 12" x 12" size units) of #G/420 Caribe color with standard unglazed matte finish, edges eased. U. PORTLAND CEMENT SETTING BED MATERIALS (For all mosaic floor the work requiring setting beds) 1. Portland cement, ASTM C 150, 'type 1 standard grey color. 2. Sand, clean, graded accordin,1 to ASTM C 144 for mortar as required. 3. Hydrated lime, ASTM C207, Type S. 4. Water, clean, potable. E. THIN BED MORTAR (For all mosaic tile work installed over cement setting beds) 1. ANSI A118.1 fully sanded dry-set mortar similar to Upco "Tile-Mate", meeting requirements of TCA Formula 'i59, with ANSI AllS.4 latex additive similar to Upco "Tile-Mate Latex Additive". 2. Water, clear, potable. F. WATER-RiiSISTANT ORGAN'iC ADUIESIVf (For all mosaic wall and base tile wo7k installed over water-resistant wall- board) 1. ANSI A136.1 solvent based, meeting TCAA Hallmark adhesive require- rncnts similar to "Upcornastic 5100" for walls, or apprnved virgin rubber type; emulsion type not permitted. 2. Water, clean and potL�ble. 09300-3 RVA= M SECTION 09300 TILE G. GROUT MATERIALS FOR MOSAIC TILE WORK Furnish commercial acid-resisting grout of i0,000 psi minimum compressive strength, similar to Upco Co. "Hydrornent Ceramic Tile Grout / Joint Filler", with latex add'tive similar to Upco "Hydroment Latex Additive"; add colors as selected. H. SETTINC BED MORTAR & GROU'r MATERIALS FOR ALL CERAMIC PORCELAIN TILE WORK I. Portland cement. ASTM C150, Type I standard grey color. 2. Sand-hiason sand, ASTM C144; concrete sand, ASTM C33; gagged 30-60 mesh silica. 3. Latex additive for thin set applications: 111.AT-A-SET LATEX" as manu- factured by C. Cure Chemical Co., Inc. 4. Latex additive for thick bed and patching mortars: "G-CURE LATEX ADMIXTURE" as manufactured by C. Cure Chemical Co., Inc. 5. Latex additive for grouting compo-inds: "C-CRVLIC AI)MIXTURE" as manufactured by C. Cure Chem.tcal Co., Inc. 6. Custom color additive as selected and approved. 7. Furnish all other material, required for special installation condition as recommended and manufactured by C. Cure Chemical Co., Inc., as approved. 1. SEALANT, BOND BREAKER 8c BACK--UP MATERIAL 1. Sealant: Single-component polysulpLide rubber non-sal; type conforming to Fed. Spec. TT-S-230A(l). 2. Bond Breaker: Polyethylene tape, or aluminum foil same width as joint, to be placed in Vottom of joint. 3. Back-up material: Fic,xible and compressible type compatible with sealant, and approved by sealant manufacturer similar to Dow "Ethafoam Rod", size to allow sealant depth of 12 of joint width. PART 3.00 - EXECUTION 3.01 INSPECTION OF SURFACES do CONDITIONS A. FOR nLE SET WITH LATEX do DRY-SET PORTLAND CEMENT MORTARS Conform to tile :manufacturer's written instructions and to ANSI Standard A 108.S. B. FOR TV.E SEI WITH WATER-RESISTANT ORG/"C ADHESIVF". Conform to tile manufacturer's written instructions and to ANSI Standard A 108.4. 3.02 PREPARA`110i-4 OF LICKING SURFACES A. GENERAL When floor drains are in floors, coordinate the work so that setting bed slopes are provided to a tob.!rance of K inch in 10 feet except h inch in 10 feet in depressed slabs; buil,',-in slopes with setting bed for ceramic r:)osaic tile floors. 09300-4 s. SECTION 09300 TILE 3.03 INSTALLATION A. GFNERAL Include installation foe- tile on walls, wainscots, reveals, wall breaks, as applicable. Conform to A108.1, A108.4 and AI08.5, paragraphs as applicable, plus product manufacturer's written instructions for the various proprietary materials specified herein. I;• WORKMANSHIP, CUTTING & FITTING I. 'Conform to tile manufacturer's written instructions and to A108.1, A108.4 and A 108..5 for type of the work indicated, as applicable. 2. Terminate work neatly at ohstructions, edges and corners without disrup- tion of pattern or joint alignment. 3. Accu-ately form intersections and returns. Perform cutting and dri!l:rlg of the without marring ,isible surfaces. Carefully grind cut edges of the abutting trim, finish or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and other penetrations so that plates, collars, or covers overlap tile. C. EXPANSION & CONTROL JOINTS I. Required locations, joint dimensions, and details, as applicable, ;ncluding bond breaker and ba,;kup materials are shown on Drawn:Gs and described hereinafter. 2. Provide expansion and co,itrol joints extending Completely through setting bed or adhesive, as applicable, wherever expansion or control' ioints occur in backing, where the floors abut rigid walls, base, curbs, r"olumns and pipes, and where tile ahuts dissimilar materials. D. MIXING & USE OF PROPRIETARY MATERIALS Conform strictly to manufacturer's written directions for proprietary mater- ials. E. INSTALLA110N t. jointing pattern: a. Unless otherwise shown, lay tilA hi grid pastern. Align joints when adjoining tiles on floor, base, walls and trim are the same size. Layuut tile work and center tile fields both directions in each :,pace or on each wall area. Adjust to minimize tile cutting. Provide uniform 1/16" joint widths, excep' 1!8" joint widths for porcelain tile units. b. Install porcelain tile units in pattern indicatcri on Drawings r.ising the various applicable tile units as specified above. 2, Placement: Comply with applicable requirements of the sp.!cified stand- ;iris for installation, unless other% ise shown. a. Setting Bed: Provide setting beds as shown. b. Portland Cement Mortar: ANSI A108.1. C. Dry-Set Po1,t1an_(TCer11ent Mortar or Latex Portland Cement Mortar: ANSI A 108.5. `-� ---- — d. Water-resistant oEganic adhisive: ANSI A 108.4. 3. Contro; joints: Provlcfe control joints wilere indicated per the installation 71—E-J711 of Tile Council of America Inc. 09300--5 SECTION 09300 TILE F. GROUTW6, CURING & CLEANING 1. For all tile work: a.� Use grout types specified hereinabove., b. Conform f.o A108.4 and A108.5, paragraphs as applicable, plus manu- facturer's written instructions for proprietary rna-,erials specified herein. c. Shape all joints around tileuiork to blend smoothly with adjacent surfaces. Follow the manufacturer's grouting and caulking direction. 2• For-Lrouting porcelain the units: a. Use grout type specified hereinabove for grouting joints. b. While ,oints are damp, apply pointing mortar and properly tool joints. c. The tooled joint shall be nearly flat, just barely concave. G. SEALANT, BOND BREAKER & BACKUP INSTALLAnGN 1. General: a. Use materials hereinbefore specified. b. Provide in expansion and control joints in tile work, a3 applicable, and as specified Hereinafter. 2. In the work set with Portland Cement Mortar: Conform to A108.1. 3.G4 PROTECTION & CURING A. GENERAL Do no tile w.rk if temperature is below 50 degrees F. B. FOR PORTLAND CEMENT MORTAR Sf--'MNG BEDS C:onf orrn tc A 108,1. C. FOR TILE SET WITH DRY-SET PORTLAND CEMENT MORTAR Co;rforrn to A 108.5. D. FOR TILE SET WITH WATER-RESISTANT ORGANIC AGII SIVE Conform to A108.4. E. TRAFFIC OVER TILE FLOORS Allow no traffic cn the floors for 24 hours minimum after grouting and cleaning is completed. 3.05 DEFECTIVE WORK A. GENERAL Remove and replace any work not properly installed, or bonded, without add;tional cost to Owner. 3.06 CLIF:AN-UP A. Package useable scraps and overages; label and deliver to Owner at job site. ** K END: 09300-6 *** SECTION 095u0 ACOUSTICAL TREATMENT I. Mineral fiber panels: (For non-rated ceilings) (Scheduled in Project Manual as 11AN219 a. Size: 24 x 24 inches b. Minimum thickness: 5/8 inch. C. NRC Spec. mange: .55 to .6.5 d. Light Reflectance: LIZ-1 e. Frame Spread: Class 25 (Fed. Spec. SS-S-118A) f. Flame Resistance: "A" g. Exposed Edges: Square h. Pattern: Cgnwed Designer Ceilings "Natural Fissured 11" standard lay-in panel, product #56/04(11), or approved. i. Finish: Standard white vinyl latex paint. 2. Mineral fiber Panels: (For rated ceilings) scheduled in Project Manual as "AR219 a. Size: 24 x 24 inches b. Minimum thickness: 5/8 inch. ' C. NRC Spec. Range: .55 to .65 d. Light Reflectance: LR-1 e. Flame Spread: Class 25 (Fed. Spec. SS-S-I 18A) f. Flame Resistance: 1 hour, non-combust able g. Exposed Edges: Square h. Fattern: Conwed Designer Ceilings "Natural Fissured 11" fire-rated lay-in panel, product #56766(11), or approved. i. Finish: Standard white vinyl latex paint. I3. LIGHT FIXTURE PROTECTION COVERS Furnish in accordance with I.C.h.O. Research Report No. 2231, tent shaped for all lighting fixtures in suspended acoustical fire-rated ceilings. C. ACOUSTICAL WALL PANELS L Wall panels: a. Provide similar to Armstrong "Soundsoak" panels, or approved, miner- al-fiber board faced with an embossed modacrylic fabric, stanr;,,,•t; colors as selected by Architect from full line of color samples. b. Panels shall be 3/4 inch nominal thickness, custom-cut to size, required for configurations and locations shown on Interior Eleva- tions, cut from standard 30 inch x 9 toot face dimension. C. All edges, cutouts and radiused corners sha;l be wrapped, with abutting edges kerfed for concealed spline. 2. Flame spread: Panels shall rnert the, following rninimum standards in conformance with ASTM E84: Flame sp:ead 25 Fuel contribution 15 Srnok,r development l00 J. Sound absorption: Panels shall have a NRC of .55 - .65 in conformance to ASTM C423. 4. Installation method: Installation of panels shall be accomplished by the ese of fabric covered bottom leveling .zngles, concealed metal wall clips and concealed metal .splines (at a.i aNitting panel joints). 09500-3 nw �t At SECTION 09500 ACOUr-TICAL TREATMENT 2.02 MI-TAL SUSPENSION SYS I—EMS N. EXPOSED GRID METAL SUSPENSION SYSTEM 1. System tom: ASTM C635 - defined Intermediate Classification steel fire-endurance- ratoC-i and non-fire-endurance-rated grid systems, of expo!,ed grid for lay- in ,,�-Is. 2. p.tr, ,)vod manufarturers - standard 'tee' rayed s stem- a. Donn Products Inc. b. Chicagn ,'Metallic Corp. C. National Rolling Mills Series d. Conwed 12. USG 3. Approved manufacturer and system type - non-rater system: USG "Profile" grid system. -- + 4. St(--,--1 fire .`n durance-rated and non-fire-endurance-rated systems: a. ASTM C635, manufacturer's standard sections of formed cold-roller steel, electrogalvanized and factory painted flat white standard coating finish on non-rated and rated panel ceilings. b. Include main and cross runner members, assembly devices, H all molding, ail other accessories required for the complete fire-endur- ance-rated and nun-fire-endurance-rated systems hereinbefore speci- fied. C. Where employing indirect-hung suspension system, furnish lyi :nch cold-rolled carrying channels, 475 Ihs. per 1000 lin. ft., protective painted. d. Hanger wires, galvanized, for direct-hung work, soft-annealed mild steel wire of gauge certified Ly load test data as capable of carrying five times the design load but in no case less than Mo. 12 gauge or U.L. Inc. requirements, whichever igreater; with indirect-hung suspension systems, conform to MLA Specifications for galvanized wire, No. 8 size, of type, and spacing requirements. e. Hangers cunforming to ASTM C636 and as approved. f. Mair, runners for 4 feet o.r. spacing; support wire 4 feet o.c. maximum. g. Cross runners as required for ulc system and as required for mechanical and electrical equipment and fixture support. PART 3.00 - EXECUTION 3.01 INSPECTION OF SURFACES k CONnrnONF A. CONDITION OF SURFACES & PRIOR WORK; For suspended ceiling work in this Section: I. Make certain that perimeter wail work, where ceiling abuts, is completed. 2. Make certain that all work has been installed and coi,npleted ,hove ceiling. 3. Ccmply with AS'.'M 0636 Article 3, Interference of Ceiling Related Components; coordinate with other trades in this matter. 4. Consult mechanical and electrical nrawings for type and extent of ;r work becoming a part of or peoetratir,y ceiling. 5. Provide approved hangers for attaching suspension wires. 09500-4 ..mss SECTION 09500 ACOUSTICAL TREATMENT 3.02 INSTALLATION OF SUSPENDED CEILING GRID SYSTEMS ��• CEILING SUSPENSION SYSTEM I. Geiser al: a. Cortot .n to ASTM C636, Article 2, as if included herein verbatim, and the suspension s',stern manufacturer's instructions for component assembly, the U.B.C. and U.L. Inc. requirements for the non-rated and fire-endurance rated systems hereinbefore specified and as supplemented hereinafter. b. Erect ceiling system level within 1/8 inch in 12 feet tolerance when measured in any direction, non-cumulatively; exp7sed members paral- lel with one another, parallel with perimeter walls. C. Make sure that all grilles and diffusers are in place, properly supported and connected! lighting fixtures are to be individually s,-pported from s'.ruc;Lire above by electrical trade. 2.. Direct-hung suspension system: a. Install w;th hanger wires and their anchors and attachment devices, 'irect-suspended main .-unners, cross runners, spanning main runners, assembly devices, perimeter wall moldings and metal trim, as requir- ed, f,)r a complete installation and a, )proved- u. Arrange that perimeter borders be , less than one-half the or lay- in panel width wh,:n measured perpendicularly to wall or panel edge. 1.03 INSTALLATION OF PANELS A. ACOUSTICAL PANELS SUSPENDED CEILING WORK 1. Lav-in anels: 'I. Install in suspension systems speciAed hereinabove. b. Install with exposed grid system as required for suspension systems specified hereinabove. c. Edge joints tight, in straight line. 2. Panel edges at perimeters: Cut carefully to suit border sizes allowing for full bearing on perimeter angles or support, or kerf tile or concealid perimeter support angles, where so detailed. 3. Lighting tixtwe prottiction covers: (Fire-rated ceilings) Install formed to "tent" shape covering top cf each light fixture, in accordance with ICBG Researc;i kc_nrnmenjation No. 2231. j•0�+ INSTAL:.ATION_OF ACOUSTICAL, WALL PANELS A. ACOUSTICAL WALL PANELS !+ *all panels in locations shown on Interior Elevations, of configuraiiorLs shown, using mounting devices specified hotreinabove, paragraph 2.0l.C., .following wall p­iel marnlfacturer's written recommendations for number and location type mounting device. CLEANING dt REPAIRING DENTS, SCRATCHES & ABRASIONS ON NEW WORK A. DENTS 1. Where damaged by denting or ):herwise during or subsequent to installa- tion and dents cannr,t be repaired jn!y by pair,.ing, without use of spackle (x fillers, remove and replace with r.rw materi.;l. 09500-5 SECTION 09500 ACOUSTICAL TREATMENT 2. Replace work damaged by other trades, after installation at the expense of trades causing such damage. Ei. SCRATCKES & ABRASIONS I. Where acoustical units and exposed suspension members are slightly scratched or abraded subsequent to installation, repair by painting. 2. IJse only paint of same type, color and manufacture as recommended and furnished by the manufacturer of the scratched or abraded material. C. GENERAL CLEANUP Remove off the site all the cartons, .adhesive containers, wrapping and debris and excess materials left from work unoer this Section. •"• END: 09500-6 +�+►» �v U I� i MENS LOCKER IL. KEMOVE� WA l_L - t0 Lid _ - 3 MrN; LACK_F:R. FZM. wFM 88 0 11, OFFI� oUSw ' I ........... '.0100/ C ON F. OP"FICE O VIORK/MAIL U L-T RECORDS IQ IJIP. RM PRIMZ" RM (:0OtAF. —4- w� r I M w� 1 � _ 0 +J I �f I �J r „rt _ .. Ar owl g ZZ /,--, I //Llf I I I 1�PledR. SI'� S-i C-b E i � I � I I ri i I % Ii t ' , i E f�. - L J L J --- MOVE PRESENT T�'S \G SECUKITY _SY.S. POP, PIANO ACCE S 297 Q !v1 E C H. r TINA RC) PUP-,LIC UBRAR- ' ENTR'( RF-MODEL.. ' A 0 � �lIu3 Lla( .7 J J� 3 R 0 Ll, w I 1 Ilk M I N --- Z w o� w �i W I o _ I —� 3 __ -L - - -7 g z S k t" N � CITY HALL INFORMATION TO BE RELEASED City Hall is now open to the public. Please use the temporary entrance on the west side of the building. Access this from the GTE driveway off of Burnham Street . The hours are: 9-5 Mondays, and 9-3 Tuesday through Friday. The business phone ;t is 639-4171 and inspections hotline is 6314-4175. I The City encourages citizens to call firr,t to 4W conduct as much business ol,er the phone as possible as parking space is still limited until paving is completed. 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TO/►1�-ti-e�G./ � - - ----- i Al3o72 / xJ l 13 �E� J l soli ! 3oP2 J - 3vi VAI 3oY2 � eo•�I2_ / '�' AftiL �t�i_ g y„� 355 A+()F rL A I1 'krL I 1 _- _�-- _-- J \� �� � `� _ � M i � �� i p � � _.�__ _.� __��:. _. , � _ _._L_ -- V. _._._..._..._.`1� 1 � � � � ', � I X I G .� ____� ____._-- 12 2 CONGEALED GOND Lf IONS 12 . 2 1 Should concealed r_unditions encountered in they perio nuanr_e of the Work below the surface of thr- ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Contract Documents, or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing strur_ture of an unusual nature, differing materially from those, ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract, be encountered, the Contract Sum shay be equitably adjusted by Ghang(� Order upon claim by eithr_r party -.,Ade within twenty days after the first observance of the ron(,:.tions 12 . 2. 1 . 1 The provisions of 12 .2 1 shall not apply to any conditions discoverable by inspection of the soil information provided by t►^e Owner to the Contractor, The Contractor shall revicui all informat-.on on the soils and make himself aware of the problews and the solutions neces:3ary and undertakes to do the work in full knowl.edgq of the roil conditions. 12.2.1 .2 Owner does riot warrant the correctness of any soil, investigat?ons or borings, or of any interpretation, deduction or conclusion given in any report relative to subsurface conditions. Contractor shall make his own deductions and conclusionz as to the nature of the materials to be excavated, the difficulties of making and maintaining the required excavation, the difficulties which may arise from su'.,sc race conditions, and shall accept full responsibility therefor, except for those subsurface conditions which cannot be ascerta,.ned by due diligence in the Contractor' s execution of the obligation described herein. 12. 3 CLAIMS FOR ADDI1-IONAL COST 12 3 . 1 If the Contract,ir wishes to make a claim for an increase to the Contract Sum, he shall give the Architect written notice thereof within twenty days after the occurrence cif the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or property in which case the Contractor shall proceed in accordance with Paragraph 10,3 . No such claim shall be valid unless so made. If the Owner and the Contract�jr cannot agree on Lhe amount of the adjustment in the Contr-act +um, it shall be determined by Lhr. Archite-t. Any change in the Contract Sum resulting from such claim shall be authorized by Change Order. 12 .3 .2 If the Contractor claims that additional cost is involved because of, but not limited to, (1) any written interpretation pursuant to SubparagrLph 2 . 7 .8, (7) any order by the Owner to stop the Work pursuant to Paragraph 3 . 1 where the Contractor was not at fault, (3) any written order fol, a minor change in the Work issued pursuant to 41