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11065 SW NORTH DAKOTA STREET-4 ' N(0}0:3.35 W 48&69• , I j I / N 00.36-12 W 44-w nn, I i . , 1 Rev. ui Q tot- �• U T• I a l I � 10 3:1 Max 0 7�► 'jK ,, Dra1�age Swab i I � I E - _ -210 ,j• j � . t . 4a 11065 SW North Dakota Street t� s000a-1s E s4e.rr _ r' , ors -_� /4•+t.t�( '' [f Ihis police appears clearer 111,11, the document, the document is of n1:,rginal INNI M ll. I !EI E 1111 i(I I I I i 1 t T ( I 1 I I 1 I I f I I 1 I I I I I I I I 1 I I 1 1 1 1 1 1 1 1 I ! 1. I I l• , I P � IIIIIII1111x. ._.-- .� � • III II1jIl . - 11111 i ( � I � L � I' 'I � . . �# � �� I1I ! , 14 IT ----------- 11�11►rnllr�� Irt;I h. � I � II rrltlt�Ill��nll Ilnllmqullnulunllnl►nllluli IllillulitlnllllllllNlnlllllllllllllnllllllllnllllln►nlllilll Iln�ril fllfllullillli�(� �''��n� �i�ir�r� _ rill t 1 N 00-03-35 W 49E,69' / 1 i / N00,3512 W 113g' I 2 /N i l N •D I t LLJ r y✓�� I � �� - 1 ---- i5 LL ¢ Y I .l.-1� �-. ._J. 11 I 1 I � l .7;1 Max 1 O 7.a z -- —_..G— ,I C) / Npq� 11065 SW North Dakota Street S 00-03.15 E 546,77* / 2of3 2 I If this 110lice appears clearer' 01;111 tyle docurtte11t, the document is of marginal quaP;;y. low I, Il��ItIIIII IIIIIII�IIIIr Tjljl�lllll I Illllll ljijl I IIIIIII VIII I I I I { i I I I J ) I I I L CD (!!►+�IIIIIIIIIIIIIIIIIIIIIIIIfIIIIlllll IINIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIiiIlIIIIII2 IIIIIIIlIlilil IIfllllll IIIIIIIIIiNiI� ? hall tti�it� �� i N 00-03-35 W 466.69 - � -,rte--_• ,� y - _ ._ -- -- -- - - -- - - / _ ... .. , _ _ .. _. _ ._ _ - - - - - - _ _. _ _ _. _ � `, L W � 2/8 +F / • ^ V to V 1 TC= 217.54 v � � Q � �, L EGEND � o° 3 TC = 2/6.78 / TC= 2/6.02 TC= 2/3.05 - f _ � � ------ � 1a Q h� � . � i - TC= 216.91 . __... �� • • a TC = 2/5. 72 20' I TC = 2/6./4 - Q TC= 2/2.75 TC' = Top of Curb Z Q �� O W to _ �_ Sidewalk _ � , I '. TC = 2/6.84 � _ • � -% � 2� / S/W ; � h -- 7` D/1�4' = Orivewiv t N O(1-aF-12 W 44.5f�' �l1 J �} r TC= 2/5.99 t - t TC = 2/5.69 / TC = 2/2. 2--- / )' tl li TC= 217.14 `� / �/� P = f�7vemen/ � /j , TC = 215.03 7 TC = 2/2.87 - / C = Concrete � O1 TC= 215.97 - \ Exis/in Trees Remi _ T / • m g a n C 212.88 /,'z 96 Q Z ,/ 4.496 T _ / l2 `� / F 0 / G = Ground , o m C - 26. \ \ i TIC 214.94 / , FF = Finlsh Floor p U1 � .__. / C = 2/2.98 \i ` TC = 14.64 � i TC = 2/2. 3\ / , "'' 3 TC = 216.15 \ TC = 2/5.64 - ._-T' TC - ?16.04 \ // , w = TC = 2/5.55 - T = 2/2.98- \ TC = 2/2.2/ , 3 `-- o __ / - - TC = 2/4TC 214.86 .9/ ! Uj r • • _..--' - 7 IL rC = 2.2/5 .53 Grote = 214:19 • • c ' ( lr'„�A- SpJ;ae 20 dia.2/4.3� -Q/ • r2-e4 hoops � I L' wJ172E21/.69 vGravel TC 214.56 •Construction � _ iI � l l l 1 / 'vV. 'AE�/ronce TC= 2/4./2 TC 212.06 t' I �� i •• -w-'` --Y �r------ ,i+ A See Dela// • • • G . ,� • • 216Sheet 50-4 / TC �//9/ 2/TC 2/5.30 7C 214.58 (I sQ. 3u,us/• • rc rC • • /4.55 TC = 2/2.74 2//.7/ - - �� - . C o A , TC = 2/4.37 _ �� • • TC = 2/3.B7 rC = 2/2. Ae - V ! C = 2//.59 «- '" 1 C = 2//.5 9 , -- r i a _ TC = 2/2. '� . ./ ! t ' -- --TC= 2/4.53 TC= ��l,.3 4/ � /„ ��' � TC _ 2/3. 76 -. - - - ---- - _. _ _ ._ _ - _ _. _ _ � I � Y_ wh _ TC = 2/2. 0 = 2/149 �+, l = 21/.29 � -- TC = 2/4.40 / - /' pe 1 prole ,md home NRI i 3 D/W= 2/5.76 ' •' - � _ r C TC = 213.48 ' � I �, -6"PVC 5 - 0.054 3 TC 21,3/0 TC= 214./3 ( TC = 2/3. ''!i ,-- TC - //B9 3 / TC = 2/1. 7U' , I�rr�,r� p105nlor delo;ls ;._ �z ujm ui - 2/3.57 1 oo ---r - 2 x- rC = 2/1.59' i,z s6 1 ! ,4..1 - � z � 1'j LnTC= 2/2.B5 TC = 2/3.50 � ----� rC = 2/2./9 �"� 6••PVC t TC,r 2//.02 1PLAN BLOTC _ 213.00- �, 5/W= 212.57 8"x 6 .90• Wye TC = 2/2.2/ ��D/W= 215.013 / TC- 2/2.22 _' \ S = 0.00440, - _ -� - TC = 2//.32S/W= 212 75 /E 8"= 20740 - - ---�J TYPE M 0 Grate = 211.60 - �' c - -/E 6"= 207.48TC - 2/1.BO I - TC = 2//.33I � I Grote = 21/./B 2 t1 , /E= 209./O TC = 2/0.B7 Concrete Or Cori.I I �,5 /E - 6B _, /E- 206.B9 acral?,a 'l' /U3 LF B" P✓C S = C?OOBOC /03 LF PVC S = 0.00800S/W= 21 .43- 5/W= 2/2.274 ' I 71 4 LF /O"PVC G = 206.83i yp. Al/PVC Pipe, �` .1' / ' ' 5' O. TC = 2/0.75 IVI - �0. 8 'x4" ye 4' We � -TC : 210.45 aim FL Oy ,'� = 213/4 y � ` - 6"PVC �S/W= 2/4.4.' /E = 208. �- L �2 :. E= 2/0.67 -TC = 211.83B x 6 W � i I IS/W= 2/2.2 J j PVC S = 0.00-900.,-" �� ye /E R.D. 50 1 TC = 2/1.65 /1 / / / J 2/2 !ell !- S/W= 2/2.37 213 -� 5/W= 2/.�/5 -- /E 8"= 208.26 ,,� 2i3 /� I TC = 2/1.53 / -- • .• • '� =60r5/E 6" - 208.34 �''}..�;�, �� TC - 2/1.59 1/�• ct._ - � /E�F.D.� = 2//.00 /E(F.D.I= 2/2.0 ' /'' ' ��22/2.2 ,-✓ G= 2/3.50 r k. \l0"x 8"Redv O1 +�____ �--�_ 2/3.50 I' _ �, L.P. HP. ./� .. W v �'' - �-� /0"x B 90 Tee C CDD� ' '' - �"_ ( 5/W= 214,00 f / =- + IF/0"= 207.13 � o s'-5'/t' .� 6•.�'` � lk f _-'/F B"= 207.20 4"PVC /E(FD.)= 212.00 /E ' .D.J= 2/1.72 S/W= 2/4.00 , ; / li I + Root D.�oin _ / H.P. Roof Downspout 10 / '� ' G = 213.50 �� j , C\j Ln { 2 --- 2 SECTION A-A 3 ,.x/96 min. s/o (T ) f� Z I � Q Q N ---}-�� - S/W= 214.00 /W= 213.82 __ �+ I - 5/W= 213.67 `` ti T + _- (R.D.) = 212.50 C = 2/4.DO O ap 5/W= 213.55 - ,/� �Z +I I _ Jfi 4'"ABS Perf. Pipe C = 2/3.82 /� ' C r'� rQJ Foundation Drain ,�/ 1 / o r w �- �► rr 196 min, slope „r.-- �, _ I of T � ( F.F. 214.00 � / • /r: 1 �'r) (� LJ __� I S/W.X 2/4.00 5'�5. -- j L, �- + , S/W= 213.55 I / % lE (R.D.i = 2/2.50 O C M Q ----Roof Droll? / ,., I ,-'/ SECTION B-8 SECTION - w _ 2/3 67 - / 4"PV / O C C i U +1 i 4"90 Wye �, ,�� 210 (R.D.) = 2/2.5 196 Mln. 5/ape /F= Z//,50 ; ^ cn /E(RD/= zii 73 S T/SRM LORA/N OUTLET Typic.of o/i 1 Connect 10 Z G = 2iJ 1 Equ,p. Pods Foundation Drain IE= 2/0.67 N. 7.5.. � CD f t � I ,, 5/W= 2/3.50 , (n �./ _ /E (F.D. = 2/l L.P.- IE (FD.) = 2/2.CO H.P. \,'1 - 1 5/W= 214.00 G = 2/3.50 '"ter: 05 i Z 2 511+'= 2/, 62 2/3.50 2 _ ''2/, .,5 /r 2 °�^ - 20 LF /� I 5/W= 209 56 - _ _ r i - 3 --- I = � / � 21P - -�t., PVC � S/W= 209.30 ,W S/W- 209.56 S/W= 2/.3 90 `'' �,�` _r--�"� ✓" S = 0.23700 / �+ -S/W= 209.48 20 LF 4"PVC = 0.53182 '// / rc = 2oa.47 / h S/W= 209.32 S/W 209.78 _ S/W= 206 77 s_ _ �. /E= ?05 88 TC = 208.05zo, .. .-� -S/W 20 LF 4" PVC / 1 /E= 206.76 /2 y / ' ZO TC = 208./7 � Erosion Control � 40 ._. I S/W- + ' 11 l/�' Verl. Bend L•, TC = 208.05 Sedimentation Fence - 209.30 ,{ � - - � 10.5' i lO' + 4..a 4 lO 44 LF P _ 4"Reducer �'IW= 209.75 9 t f� ° - �5ZWr 6 VC TC 209./7 ( , p 9 209.0/ •� -,__ _,, 6.•go- Wye S/W = 209.70 :_ 5 =: O.O/000 - � C 5io Max + _-7C =- 208.78 4"= 204.88 / " TC = 208.!83 -- IE ` ry f .. 3 TC 208.73 �� lE 6"= 204.80 TCS 209.67 rC = 208.153. 11}.1.- db�king i .3/Max. 3./ 3„, Mox. /,5' � Are4 IJrq/n` / � 56 L F 6 PVC 5 = 0.05000 ( a � i ! D/W= 208.9/ Gs am x 20e 00 �/" _ ,� 20 rC = 208.4 7 / J rC - G 07.88 � I l�'_• 245.2,E .> - 1 I rc = 208.47 2�8 75 LF 4 Pt�C �._ y l TC = 207.71 �--- T = _ . r i.�' S = 0.05000 TC = 206.97 �+ o Curb `f ''` TC = 206.95 \ D/W= 208.3/ � � -s• tj C 208.79 �� TC = 20E7 55 l2"x 4" Existing Ground ........ ... ......... rC = 208.77 _ TC = 207./9 36" x /2"Eccentric � � � TC = 208./l � -!F/2"= 202.58 . _ � �_ J I / / T� - 206.55 V V O Reducer !�I! I 1F •1"= 203. Vii+ Grata = 206.57 TC = 208.47 Qui � �I 6 LF 6" PVC IE= 204.07. IE= 20180, _ � 205 SURI:AGE V✓A TER C�JUAL/TY , DRA/NA GE 5W L E t (I /` LF 36" ASTM C- 76 `Class III 5 = 0.005 uR J 6 F p 1 Scale: l" _ /0' I 9 L F /2 PVC 5 C e" VC VC I� DE.E-NT/ON P/P 5 z 0.00500 See sheet C-1 - 63 LF 12"' PVC - f' JE for r_ontinuction '- _ °b of storm dro/n 02r y __.. 2 /2"x 6"90' Wye i__ ( - `- -- -- ,. �' ,36"X 24" Tee w/24" S 00-03-15 E 546.77' IE/2"= 201. 75 Riser 8 51d. MH Frame 8 Cover - j� IE 6" 2� / �i / -�' IJ --�" LIJ l5 LF l2" PVC Benchmo�k Sp/ke-- -- -- ' - -� _ E/ev. = 206./E l2"x 6"Reducer The N. W. Corner of John L. Hickl/n /2"x 36"Eccentr;;c //� ye D.L.C. No. 54, l %2•' Bross Disk Reducer 8"x 6 ' 90° W 0/1ch Inlet Exisl/ng Grove/ IE/2 = 201.72 Stomped* "Wash/rr ton Count Surve or" /E= 202,4T ye /E= 203.06 Rood IE 6"= 20/.9 7 �° 9 y y IE 6"= 202.94 in Monument Bax. lE 8"= 202.87 Grate 0 flow line = 203.73 0000" r�uH�� Po//utlon Control Manhole Elevation = 229.26 See DeJoi/on 50-4 Datum City of Tiyord i 11065 SW North Dakota Street IE Mfl) = 201.66 ;1 of s _ _ ,l _ _ _ _ _ _ _ _ _ IE(out) - 20%66 - Sca/e.� /' - 20' 92191.427 _.UPYHICH' �_H If this police aj)jwars clearer 111,111 the document, the document is of margin;11 ipC,ilI I Ill ,. � il� i�! il41111i11 F1111111i111 ili(fli��lil.i I �lilili��lila i ililil��ilili ililili�ili � �lil!I��►.I!I� ��{��I�li I�i�IIII�r��lirti iw�l� F��ri ... � ��rl�ir �►iiliinii�I��i�NnlliII111��ilil►►lnllhln iililllillnn111�lilnllu�Innlllll�nnllmtlnilli+l- I�iI�1I1 iirR'�i��i i�ii�tr�tii��f� t �t �t� •�rt __ •y, a.',} r .�.: 40 '_ RI �w �a,, 1,;, :. ,�r'N .'; "�' ', ,"4'"7I- �! <ti''t� ° �% `" !i'�, + •y'p� ,u." '; '. B CS 1 1 '4 I t IN"f t 7 r: 5 !, 1. .. .... .. a•. . J♦ l M ell j Y 1 CITY OF TIGARD BUILDING INSPECTION NOTICE ' Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 , , Inspection: L C � r Footing Sip. C fling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech, Rough-in Fireplace Post/Beam Struct, Plbg. Top Out Elec. Rough-in FINAL Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_31 75 Time: AM PM Address: Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: t I I I I Inspector:_ , Date: APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. _ t VA lii{ zI u it +pwoil, V r .'TrH° y i.* ,y +9!:t A^ a tyt. SI • er. PA } ITY AF TIGARD _ BUILDING PERMITy. ��'1.=�ily;�.T it. B I"'3`t ..�1;_•r" r 6 COMMUNITY DEVELOPMENT DEPARTMENT DATE i'awUD. �+8/`�/`�`' • 13126 SW Hall Blvd.Tigard,Oregon 97223.8199 (603)839-4171 FIA FiCE! 151:;41DB 1210r 4 ,1 i E ADDRESS : 1 irb&5 3h1 i�!Es 31`1 l:) t7T 20NIN SUBDIVISION. . . . : C: R- 4. w C • LSI-OCK. . . . . . . .. . . : LOT. . ,. . . . . . . . " dCISSUE: _ FLOOR f '� __ ..__....- EXTERIOR WAIL, CONSTRUCTION•, 0 F iRGT. . . . : 5f N: �',: W: �LAS!5 OF WOR}'.. : Tyi�l_ OF U;aE. . . :LCity, SECOND. . . : �f R'RC�TGC►' W r"YP . OF' CONST„ :5N TH I RD. . . . : y f N S: E:: 0C1 UPANCL' (;!-(W. .M2 *TOT P4L-•-_..__._._.. 41 s f rRooF E.)N OT: FIRE R1-T OCCUPANCY LOAD BASEMEN`!". : 5 f ARCA SEP. RATED: � GTOR. : i-IT. : ft GARAGE. f GCGI: S*EP- RATED." SSMT?t MEZZ?: REQD REQUIRED....... I-I_OOR LOAD. . . ,. : I f LL17 T: ft RUI-17 : °'t FIR GPKL.a SMUW� DEBT• ^ DWELLING UNITS: F RNT: ft REAR: ft FIR ALRtYr a HNDICP ACC.. EDRM2 : DPTHS: IMF' OURI=AC1_.: PR(J C 0 P R: P A P R I NG VALUE. $ : 1000 Remar,k,�i: Ins'tiRll a :.30' , 5" diameter- flaig pole with Wa O' x 5' f1a<9 r)ear_ tF'er Ea E, T 1 g lrot at the so,.t0-iwester-1y enol of theOwrlev- hdorttr Dail:at�i [ tr^eat atrWc aria dr^.Yveay. FF'C LDS CHURCH_._.___... .._._._. _ type cmocmt by date ^e"c Pt 1106, SW INIUR TH DAK01"A V LC V. $ 16. "5 JDA r"Gl�i!. �r/'r� 9 ; FIRE 10. 00 .IDA 0£1/x::5/951 915--26977`:- �`':4aARD OR 97E23PR11T $ i. u'�Qi ,JD0 i iESJ,:',/'3`i9E3U1. 5PCT $ 1. 25 JDA 08/25/x35 95-.•2(,c,80, Anne #; %EST•SC-,E CUG I'O) l HOMES INC; ;415 SW OT-le it: I• . 50 TOT"AL S`t _..._.._...._.._._ f�EL)lJ I RED I Nod-EC TI ONE, This pertit iJ issued subject to the regulations contained in the r orrt/I' o(_md Irisp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final irrr�pect .iun applicable laws. All work will be done in accordance wit _..__ _,._._ --•-_._ _. _._._. approved plans. This pertit will e,git a if work is not started na „ithin 180 days of issuance, or if work is suspended for tore ---'_-.-- in 180 days. r^m i t t;a t q.;/i_i e d Tay Lall fern• inspectioi1 639-417;5 y F ,�. Commercial Building Permit Application City of Tigard o , 13125 SW(tall Blvd. Tigard, OR 97223 M7- (503) -(503) 639-4171 Jabake Addn"s: QM gi Us*Onhr Tenant: Suite#_ Planck/Rea # Valuation- Permit#,,Pq✓C '~.0.' Ch �c� Q�nrner. > �i — Map& TL#_ Address: Approvals Reguired Planning 0/1 Phone: J0�' rrlC"��7`1/� cam- ��' �'/ _ Engineering I i Other Contractor. -�• C� l7`Uy� Address: ('�� -� Type of const: i Occupanc; class: Phone: ,1� �5,-5)4 Contractors License # l G ',2ci,y Sprinklered? Yes No ( Hach copy of�current Oregon license) Sy. R of project Contact name & phone: r, /��S ff`* 12( V-& tory (1st, 2nd, etc.) , ,1_ Proposed use: _ Arch itectll:ngineer- ��h� /cal` _ 14-2/ 5 w S 3 rE? Previous use: Address: _ 1 �iY� Note: Plumbing & mechanical plans X must be submitted at time of / / building permit application. Phone: a<��1_' / / —_ . JOB DESCRIPTION: 7-n 1�y( / -,/1/ )/^ r/ �/S ��i1C{✓'C'1� L�il�i' ��(� 7" i Applicant Signature & Phone number Received by: _ Dae Received: .j 1 Permit $ Account Oescription Amount Amt Pd. Bal. Due Bldg. Permit (SUIW) ' (! ; C O • _ Plumb. Permit (PLUMB) _ Mech. Permit (MECN) State Tax JAX) Bldg: Plumb: Mech: / Plan Check (PLANCK) I Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) _ Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-I) Institutional TIF (TIF-IS) _ C Office TIF (TIF-0) _ Water Quality (WQUAL) _ Water Quar dty (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) I I Erosion PlancklUSA (ERPLAN) i Erosion P!anckjC07 (EROSN) TOTALS: G �W a 1 �ITYA4 Pcav� 4 described 1�� I For only the work a. PERMIT N0."_ 1 Job Address•,-L a_pa `s/ P �� 13y�• _ C O, Q 1 P-7 C VLAND, t � 6 � N Q N I 1 I I I 1 Id FLAG POLE p° FLASHING COLLAR - SHIM PLUMES WITH WOOD —I SHIM 0 TAMP WITH SCREEN DRY SAND CONCRETE E FOUNDATION 91._pll 1 Al . FLAGPOLE h LEE ... 1'110,11('1 TITLE: MAMNG NO RUFF x TIGARD MEETING HOUSE F=LAGPOLE (� STA R K t? A R C 11 1 T E C T 5 — ------ A PRAWING TITLE: 1121 S.W.SAI,M)N•SurivIOU•POPII.ANU,OR^972[15 FLAG POLE DETAIL _�__ -1 (50U)221 Iltl F'AX(Nil)211 21T77 DATE 08/24/95 SCALE: AS SHOWN Joe M. 00600(- 1 .-..__-„^� .._.,..w,,.•�oy'K�M>R19fdpY,c Rr:Tik itq•_�'ir .�.:�..,..... d�glNGlipdN�illNi 'r""` 1 it a N0-,�I1 4 r Enn � r f 69 -r _E ,6 0 ,� ... ID CNJ a CL a U .r in � Z 68 N OAV O HiHON ' M ' S i TIM W lr � 1 , r,. M1� 7777,77"�c1$y�a� 1 s d SECTION 10 352 GROUND SET FLAGPOLES PART 1 GEUERAI Supplement - 10352 1.1 SUMMARY a A. Related Sections 1. Flagpole will be provided by Jwner in accordance with special services required under Section 01 010. This Specification establishes quality of materials and installation for information of Contractor, Architect, and Owner's Representatives. 2. Division 02 - Concrete foundation and installation of base plate and foundation sleeve. 3. Division 06 - Installation of flagpole PART 2 PRODUCTS ` 2.1 MANUFACTURED UMTS A. Flagpole 1. Cone tapered aluminum of alloy 6063-T6 with wall thickness of 0.125 inch minimum, height of 30 feet, and butt diameter 5 inches. Natural clear anodized finish. 2. Fittings - a. Gold anodized aluminum flush seam ball, no larger in diameter than pole butt. b. One 9 inch cast petal cleat, finished to match pole, with cover. C. One continuous halyard, 5/16 inch polypropylene with metal core. i d. Bronze swivel flag snaps for halyard. s a. Aluminum flash collar. i 2.2 ACCESSORIES A. Foundation tube complete with welded base 6 support plate, ground spike, and centering wedges, hot-dip galvanized after construction. R. Hardwood wedges for plumbing pole. i PART 3 EXECUTION its tt 3.1 ERECTION A. Paint portions of pole below grade with heavy coat of bituminous paint. R. Install in accordance with Manufacturer's instructions. F14D OF SFCTION a. Project Number 1 10 3°I Project tJame 19 Apr 14 WA Ground Set Flagpoles "RI Pill, <, i SECTION 02 220 I EXCAVATING, BACKFILLING:, & COMPACTING 114 Yls�'i PART I GENERAL 1.1 SUMMARY A. Includes But Not Limited To I. Perform Projrct excavating as described in Contract Documents,except as specified below. 1 .2 PROJECT/SITE CONDITIONS A. Existing Ccnditions 1. it existing utility lines not described in Contract Documents arc encowttered, ont c1 Architect before proceeding. r i , t PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 EXAMINATION A. Carefully examine site and available information to determine type soil to be encountered. Discuss problems with Architect before proceeding with work. 3.2 PERFORMANCE A. l;xcavating I. Concrete Site Elements - 'F" d. Excavate as necessary for proper placement and forming of cuncrele site elements and r+' pavement structure. Remove vegetation and deleterious material and remove from site. b. Backfill over-excavated areas with compacted base material specified in Section 02 500. C. Remove and replace exposed material which becomes soft or unstahle. r "'�rn ` ,. 2. If unusual excavating conditions are encountered, stop work and notify Architect. �I6 :r"r'; 3.3 REll AIR/RESTORATION °~� A. Damage to other portions of the Work due 1 1 work of this Section shall be repaired at no additional cost to f, ,. Owner. On new work, damage shall be repair: I by original installer. 3.4 CLEANING In A. Debris and material not necessary for Project are property of Contractor and are to be removed prior to completion of Project. However, if material necessary for Project is hauled away, replace with specified 1" backfill material. END OF SEC'n ON lr �k a ]r r. v 1 I f , LRS Atrhitccts 1 August 24, 1995 i. .w 'Y A, ti W t o' �t .r SECTION 02 521 CAST-IN-PLACE CONCRETE SITE, ELEMENTS PART 1 GENERAL 1.1 SUMMARY ' A. Includes But Not Limited To I. Furnish and install following cast-in-place concrete site elements as described in Contract Documents- a a. Flagpole foundation B. Products Installed But Not Supplied Under This Section 1. Flagpole base and foundation sleeve PART 2 PRODUCTS 9 }+ 2.1 MATERIALS A. Concrete - Meet requirements specified in Section 03 313 for exterior concrete. PART 3 EXECUTION 3.1 INSTALLATION t" A. Sub-Base it 1. Firm undisturbed soil. B. G;-anular Base k. 1. Plane 4 inches minimum of granular base, level, and compact. C. Finish 1.Flagpole Bases - a. Exposed portion to have rubbed finish. END OF SECTION SECTION 03 313 NORMAL WEIGHT STRUCTURAL CONCRETE PART 1 GENERAL t 1.1 SUMMARY �i A. Includes But Not Limited To 1. Pumish and install Project concrete work as described in Contract Documents. 2. Quality of concrete used on Project but furnished under other Sections. B Products Installed But Not Supplied Under This Section 1. Flagpole. C. Related Sections I. Division 02 -Cast-in-place concrete site elements 2. Furnishing of items to he embedded in concrete specified in Section involved. Y. Y y d i ry LRS Architects 2 August 24, 1995 ... . ... .. . .;_ai_'+�t,K/l'MF•i^, t., ..n.a,.. .... ..-. .. ,v.,-w:K '`S'lii5kk.0 w.,...:,. .., .rN ... �' ' � f Ya•l.r'41..!,.a..�L� �y:�, i. 1 .2 RE..FLRENCES A. American Society For Testing And Materials 1. ASTM C 33-90, "Specification for Concrete Aggregates" 2. ASTM C 94-90, "Specification for Ready-Mixed Concrete" 3. ASTM C 150.89,"Specification for Portland Cement" 4. ASTM C 260-86, "Specification for Air-hntraining Admixtures for Concrete" f ;i 5. ASTM C 494-92,"Standard Specification for Chemical Admimares for Concrete" r ,' 6. ASTM C 613-93,"Standard Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral, Admixture in Portland Cement Concrete" 1.3 SYSTEM DESCRIPTION '" A. Design Rcquirements I. Concrete elements of Project are designed to a value of 2500 psi. � I3. Performance Requirements I. For testing purposes, following concrete strengths at 28 days are required - a. :10(.0 psi - Concrete not specified elsewhere If I 4r 1.6 PROJECT/SITE CONDITIONS A. Environmental Requirements 1. Cold weather concreting procedures- a. No frozen materia!s shall be used. b. Forms, reinforcement, and fillers shall be free from frost. Place no concrete on frozen ground. C. For temperatures below 40 deg F, maintain concrete at between 60 and 80 deg F when placing, and 50 deg F minimum for five days if regular concrete, or at 50 deg P for three days if high early strength concrete,or longer if determined necessary by Architect. d. (lousing, covering, or other protection shall remain in place for 24 hours after heat is discontinued. 2. Ilot weather concreting procedures - a. Maximum concrete temperature allowed is 90 deg F in hot weather. t b. Cool aggregate and subgrades by sprinkling. C. Avoid cement over 140 deg F. d. Use cold mixing water r,r ice. y C. Use fog spray to lessca rapid evalx)ration from concrete surface. PART 2 PRODUrTS 2.1 MATERIALS A. Portland Cement - Meet requircuieuls of ASTM C 150,'Type 1. D. Aggregates 1. Coarse- a. Meet requirements of ASTM C 33 or nonconforming aggregate which by test or actual service produces concrete of required strength and conforms to local governing codes. b. Aggregate shall be uniformly graded as follows- 1) Flat Work - Size 067(3/4 inch to M4 or 3/4 maximum to 1/4 inch minimum). 2) All Other - Size#57(One inch maximum to 1/4 inch mintinum). i 2. Fine - Meet requirements of AS7N!C 33. C. Water - Clear, apparently clean,and potable. 1 'j LRS Awhitet;s 3 August 24, 1995 M I 77 �r(>� , 4 1 Vtrb'�iwrt¢��,,•2 a R P - �; r, AMAu "h �}��I S" .� •n++t 4 illi r �5 s f t7 + �I" X44.,u^9 1 i 1,� �t '"" ,y S '✓tV1 fi.` y,16 �r v t� �r. a ' Vii' �. _ •LA {. .. e: z+ ` At j*A Z41— W D. Admixture-,- 1. Mine al - a. Fly Ash Puzzolan - Mee' requirements of ASTM C 618, Class F or C and with loss on ignition(LOI)of 3 percent maximum. 2. Chemical - a. No admixture shall contain czlcium chloride nor shall calcium chloride be used as an admixture. All chemical admixtures used shall be from same manufacturer. b. Air Entraining Agents - Meet requirements of ASTM C 260. 1, 1) Quality Standard • Daravair or Direx II AEA by W R Grace. C. Water Reducer - Meet requirements of C 494,Type A. 4n,; 1) Quality Standard - Daraccm 50/55.WRDA-64,or WRDA-82 by W R Graa:. A ;.� d. Water Reducer,Set Retarder - Meet requirem nts of ASTM C 494,Type D. I) Quality Standard- Daratard-17 or Paratard-40 by W R Grace. C. I ligh Range Water Reducer - Meet require)rents of ASTM C 494,Type F or G. 1) Quality Standard Darachem-100 or WRDA-19 by W R Grace. L Non-Chloride Accelerator - Meet requirements of ASTM C 494,Type C. t) Quality Standard - Damsel or Polarsct by W R Grace. " g. Approved Manufacturers- +.� 1) Master Builders Company,Cleveland,Oil (216) 831-5500 2) Sika Corporation, I.yndhurst, NJ (800) 933-7452 .,j 3) W R Grace Construction Products,Cambridge, MA (800)521-2737 + 2.2 MIXES A. Mix designs to meet following requirements - 1. Proportions a. Minimum weight cement per cu yd concrete - 517 Ihs b. Air Entrainment(plus or minus 1-1/2 percent) - 3 percent c, Water/Content Ratio - 0.50 maximum by weight d. No water shall be added any time during mixing cycle above amount requ:red to meet specified water/cement ratio. No reduction in the amount of cement is allowed. PART 3 EXECUTION 3.1 PREPARATION A. Install inserts, templates, and other accessories furnished under other Sections to be installed as part of work of this Section. . i ". C. Remove water and debris from space to be placed. ri r i 3.2 INSTALLATION A. Placing '., 1. Place as soon after mixing as possible. Deposit as nearly as lxrssible in final position. Placing of concrete shall be continuous until a panel or section is complete. art 2. Placing Rale - In order to avoid overloading of forms and tics, observe following rate of filling per hour for various air temperatures- ,, T'emncralutie Rate of Fill/l four t 40 deg F 2' 50 deg F 3' t 60 deg F 4' 70 deg F 5' q r 3. Compact concrete in forms by vibrating and other means where required. Thoroughly work in p' concrete around reinforcing bars. 4. Do not embed aluminum in concrete. 5. Do not use conl:uninated,deteriorated, or relempercd concrete. (t, 6. Avoid accumulation of hardened concrete. B. Finishing k I. Rubbed Finish - a. Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborttttdum to smooth, even surfa:e. C. Curing 1. Keep concrete moist seven days minimum for regular concrete and three days for high early ', strength. Do not use concrete curing compounds without Architect's written approval, Curing LRS Architects 4 August 24, 1995 'Pte '�dK«h•wtr' `y" wrt' �ll�"i""Jq; ' a;.w. , a 'r iy„�' 4y.ea. { 1xp*{` r !w!uMM.t n'^1""s�' 'v tfi;,w+w+k•�ty� tp','!r"al _ 1 A--�,� 11� I yt7tii ,fit t � yr {� ,'y�` ,y y� � r" I�• { i.a NU .:f+w afAKhRMU+'a4:4.J.. ..,6W......N• -..,�.. compounds shall not he used to replace moist curing unless accepted by Architect. - 3.4 PROTECTION A Protect concrete which has not received its initial set from precipitation to avoid excess water in mix and unsatisfactory surfrce finish. r, END OF SECTION .I STICTION 10 352 GROUND SF.T 1 LAl,1'OLI;S • PART 1 GENERAL 1.1 SUMMARY A. Related Sections T. Division 02 - Concrete foundation and installation of base plate and foundation sleeve. „a I , PART 2 PRODUCTS l 2.1 MANUFACTURED UNITS A. Flagpole Cone tapered aluminum alloy 0003'TO with wall thickness of 0.125 inch minimum, height of 30 feel, and butt diameter 5 inches. Natural clear anodized finish. 2. Fittings - a. Gold anodized aluminum flush seam bull,no I:rrg:r in diamelrr than Pole butt. b. One 9 inch cast meta: cleat, finished to snatch pole, with cover. c, One continuous halyard, 5/I6 inch polyproPylene with metal core. d. Bronze swivel flag snaps for halyard. C. Aluminum flash collar. r. 2.2 j%CCii: TORIES A. Poundation tube complete with welded base & support Plate, ground spike, and centering wedges, hot-dip g galvanized after construction. B. Ilardwood wedges for Plumbing pole. PART 3 EXECUTION t; 3.1 ERECTION A. Paint portions of pole below grade with heavy coat of bituminous paint. t B. Tnst1411 in accordance with Manufacturer's instructions. I �i ° END OF SECIION +:I j I r 1 t r RS Architects August 24, 1995 1 _.. g k 7 ' I �1 r , y �� tl�tl'y ��• ty_. _ ?r u77 '�+h r i I C,1I"'t fiat 1 .t 1' E:(17k:'1 F2d:.t..1 11'1 (:I; t'i1'r04.. N1 16.i.l ).F'i f1mi it IN I Rlf'•iMF 1*ifal.,` 1If-11..1.., I'1i''th1litd !:i�1.iFt I.1Mt:11.JPd1 t r!f1+tl i �.' 11:i 11 II'•f �, UF F'I11'I'�F.hJ"I I.IIVI(!1.1P1 1 1:11-4 11) 1 It ll.l 11 I i i, f I r I'll 1,1 i 1 Wli it 11,4 l k'11 I I tl•J L L,iJ l tt(i pF`Ftlyl 1,9k:1 i'I . I:t1.1 I.LII d s F M I It 11011.thJT F'1►) w1 �'t'•„ ! r �p I l l 1 t (IS f 11;f11;Ir I!i � .i 14' I LIF• 1'ilrl'1F III Fti l I ,II ' I (.III. ;•.:+"� . ! t41 1A fliv'il11h41 7 a litI1+'7l 1111 I , t 111tili 1i,1 111-;11 t;1,1(!1 II•I I a •.vl, Oki 1'fil'NI h,I DfII1 VIdS. , 4 11t�1? I V 1,'..f I I Ii i d ::, i I q 1 I i ,r•'; ' ± I 11RI1 It Il`I I I'f+I t! 11,i 'i I',i 1 It I-I1 11111 0 It.4 i l i I I l r I i i 1 f 1 f i it I 'I f it l 1.1�, 1 1✓I_ ;1 It i • 1 1'1 I 1 11 . f11�111t N`d 1 I'fa t 1! i{"��Yn t v♦'�'4�1�,�;:'��5 %"'-'"'Af�^k�" 41«�;' ,,�,5 r a3,;>u;! �<, i• ... �' - .M - r i . .w«+.•..'..i.Yn.:..+.::+ira, CITE' OF T'I CARD CEROCCUPAN c�ccul�ANcv COMMUNITY DEVELOPMENT DEPARTMENT PERMIT ##. . . . . . . s BUP93-005 13125 SW Hall Blvd.Tigard,Oregon 97223.81" (603)'691.4171 DATE: ISSUED: 0r/26/94 PARCEL: 1S134DS• �+�'�:stT0 '31TC ADDRE:'S'ib i 106") :ala N01471-1 DAKOTA 51' 9IJBDIVISION. . . . r ZONINGsR'- 4. 5 BLOCK. . . . . . . . . . .. LOT. . . . . . . . . . . . . .. 'L a,3 OF WOPK. :NEW rYa'E: OF UDE. . . a REFI. OCCUPANCY ORP. ,A2. 1 OCCUKjANCY LOADc1010 Tt.'NANT NAME_. . . cl_DS WARD MEFI ING NOUS: � I t Remarksz Construct nhK meetinrl house_ building. Owners .._._. .._...._.__...... .,____ . ..__. ....__. ......_......_ .._.... ...._..._._ t j LEE..-Rur -STARK, ARCHITECT` 5255 SW McADows STRE:E'T, #340 1 LAKE. OSWEGO OR 97305 Phone 1#c 6E4-4747 TRIPLETT WEL.LM AN, INC.. P'. 0. BOX WOODBURN ON 97071 E Phonp #s C482_4188 Rryq #. . .- 4.3496 OCCUpancy of thio above refer•enr_ed buildinq c5 hereby 11' ven, and certifies t 'rho compliance with the State Of Oi-egon 3peri.alt;y Godes; for the y r o up, grid use I.Ander which the r'eferenc-erl permit was Issued. .er FIf2F I1Ef7AR'T'MEN'T 1 1 S1I INSPEMOR POGT IN CONSPICUOUS PLACE I F i t � E � 4 aarMwu •...., ,..+a•,...::...cwtM.wN+Mxow,wa S R .I i. INSPECTION NOTICE city of Tigard Building Depart—t 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 539-4171 Inspections �;1 -��s✓' '- Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL% Post/Beam Struct. San. Sewer Framing �Bldg� Pont/Beam Mach. Rain Drain Insulation -Plumb. N�tr+ Plbg. Underfloor Mater Line Gyp. Rd. -Mech. ' w J Date Requested: Time: AM C PN Permit f: (x] ab Address: �— Builder: TBE FOLLOWING ODRRECTIOr..S ARE REQUIRED* t i - it Inspectors Date: 1 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. , J�e , INSPECTION NOTICE City of Tigard Building Department 311.25 Sw Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 , Inspection: Footing Pllri. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: i� 4 - Post/Beam Struct. San. Hewer Framing Post/Beam Hoch. Rain Drain Insulation Plumb. %aY �rr Plbg. Underfloor Water Line GYP. Bd. -Mach. f "�tti �rsk. Date Requested:_ �r Timet _r AH PH i Address: L- Permit #: /�3 - Cit 7 j t r Ueiy� I� Builder: r r; tTM" TBE FOLLOWING CORRECTIONS ARE REQUIRED: t Inspector: _�J/I� __ Date: APPROVED DISAPPROVED ' APPROVED SUBJECT TO ABOVE call For Reinsp. ll�p�r"af d INSPECTION NOTICE City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97123 Inspection Line (Rec-0-Phone): 639-4175 Business Phone: 639-4171 inspection. �C C / )C r L/ _ — _.- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FIMALs Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Meeh. i N �Date Requested:__ T ime s AM PMn q Address: CJ '/ .l/ / �it Builder: o LJe 11raa'ii- THE FOLLOWING CORRECTIONS ARE REQUIIRED: / k_1 c,f" k e#� l file /e a/S'O ,., jlLla,`A, yip 'c a ZP P1 ✓c . Po f , Inspectors _ � L _ Dates _ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE j Call For Reinsp. I ti 'ky h w YL rar, J, k .1 5 iFt 7 A �Y INSPECTION NOTICE City or Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phones 639-4175 Business Phoney 639-4171 Inepectione Tooting Plbg. Underelab Hoch. Rough-in Appr/Sdw1k round. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underrloor Nater Line Gyp. Bd. -Hoch. Data Requestods �. Address: 1. ) r } 1 h \4� y< ` Permit 'YYJ I Builders `( / ./C THE FOLLOWING CORRECTIONS ARE REQUIRED: r Inspectors APPROVED DISAPPRO�'*D APPROVED SUBJECT TO ABOVE Call For Reinsp. N h 111 $ o A City of Tigard Building Departarmt 13125 SR Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Phones 639-4171 Inspection: __ looting Plbg. Underslab Much. Rough-in Appr/Sdwlk Lound. Plbg. Top Out cam Line FINAL: Post/Beam struct. San. Sewer Framing -Bldg. —� Post/seam Mach, Rain Drain Insulation ! -Plumb w Plbq. Undurf19or Mater Line aYP• ad. -Mech. • 1 n r� e ` L q'e stsds_C., 1J_ �l y _Timet LAK pM Dat e , Address: Builders — TNM FOLLOWING CORRECTIONS ARE REQUIRED: •, Inepector: Data: _ _ Y_APpROvZD DTSAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. f: r� � Inn TION NOTICE i City of Tigard Building Department 13125 SR Ball Blvd, Tigard, Oregon 97223 Inspection Lino (Rec-O-Phones, 639-4175 Business Phone: 639-4171 Inspectiont_ Footing Plbg. Underslab YAch. Rough-in Appr/Sdwlk Found. Plbg. TOP Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -plumb. Plbg. Underfloor Nater Line GYP• ad. -Koch. w Date Requestedt 1 '-��1 2.. I I _Timet __ P '1Permit f_ AM Address: � P K6 ' ^ .. � 11� f Per(mit f�=��)(�1 l�I Fi OP's 1 � Builder: TBE FOLLOWING OORRECTIONS ARE REQVIRED: Inspector: �� Dates - �—APPROVED ^—_ DISAPPD APPROVICD SUBJECT TO ABOVE Call For Roinep. �ti y. t qY4 I INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 In ion Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 1� Inepec A --- f Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Meeh. M Timis ________PM Date M Date RequestedsC_ � Address Permit 1s 1� e� Builder:_ TBE FOLLOWING CORRECTIONS ARE REQUIRED: d 'J N f I 1 Inspector: - — ------- Date: APPROVED DISAPPROVED r APPROVP.D SUBJECT TO ABOVE Call For Reinsp. MPECTION NOTICE \ V City of Tigard Building Department 13125 sW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec�-/O1-Phona)t 639-4175 Business Phones 639-4171 Inspections tooting Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Roam Hoch. Rain Drain Insulation -plumb. Plbg. Underfloor Water Line Gyp. Ed. -Koch. ' Date Requested: ( Times _f--_AM _PM Addreaat (0 ll C3 1� ��1 tw �C� Permitl flhu III Buildert 103 1�� \' �� Glfb to `�61 l THE FOLLOWING OORREC'TIGNS ARE REQUIREDt tr L C.X --�w� � �____�'�� ( 1 til 7^--'�,P•, es M I Inspectors ,,�-` Daterj i PROVED DISAPPROVED APPROVED 9USrNCT TO ABOVE Call For Reinep. I INSPECTION NOTICE City of Tigard Building Deparbw3nt 13125 BN! Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 i Inspection: _ _ Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Lound. Plbg. Top Out Gas Lines l FINALS Post/Beam Struct. San. Sower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -mech. Dates Requested: �'2 Time: AM PM i7 f�7aa C � Address T ! .� Permit 0s C Builders 74 THE FOLLOWING CORRECTIONS ARE REQU:REDs 4�s Inspectors Dates _APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ri�;II Call For Retnep. +y� .q. Sim! • NIPECTION NOTICE City of Tigard Building Departaent / 13125 BO Hall Bled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspection: ( , �V ) , A' , Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Bower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor /Water Lime Gyp. Bd. -mech. ~ Date Requested: 1 C{ / C� _Time: J11S PN Permit #s(— Builder: `Builder: _ 7L/q— M106 TBE FOLLOWING CORRECTIONS ARE REQUIRED: 4fhr p r�rrt.: 11 TP oe w� �- 7 j Inspector: Dater _ APPROVED DISAPI=iROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. 41 ( !�'Wr�rtmAcv:4sawr�.a+n-,waw«a•++.n.:..,...w..-.r,.«�.....,,. ........-� ...'...•««'-a _.:n..«..,. .�„•:., , INSPECTION NOTICE City of Tigard Buildinq Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas LineFINAL: Post/Beam Struct. San. Sower Framing / Jj - -B1� Post/Beam Mach. Rain Drain Insulation -Plumb. O Plbg. Underfloor Water Lineyp. 11d. 1 CA- L (� `_- Date Requested: _Timm Ari PH 1, Address: C�ll� Y 4�, ��c'nPermit fe-4--p Buildart THE FOLLOWING CORRECTIONS ARE R6QUIREDs Inspectors - --- —� _ Datas�'AP.— n ROVEDISAPPROVED APPROVED SUBJECT TO ABOVE j Call For Reineo. I � t �t r a � ` INSPECTIO NOS City of Tigard Building Department 13125 gW Ball Blvd. Tigard, Oregon 97223 inspection Line (ROC-O-Pholne)t 639-4175 Business Phone: 639-4171 Inspection: \ Io C V) Cr,y C( — looting Plbg. Underslab Mach. Rough-in Appr/'dwlk Found. Plbg. Top Out vas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. Date Requested: I I 1 .7 --Time: AM - PM w I, lJ Address �1('(,'� �. �iiY (� �-�L FC�{�� — Permit f: Z i /_•C��• Builder: u7 — M THE FOLLOWING ODRRECTIONS AAE REQUIRED: s g , i Inapector: Dates l�"APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE .all For Reinep. k - M v i X(.J • a INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 I' t Inspection Line (Roc-O-Phone)s 639-4175 Business Phones 639-4171 N � Wu Inspections _ looting Plbg. Underelab Koch. Rough-in Appr/Sdwlk bound. Plbg. Top Out Gas Line FINALS I Post/seem Struct. San. Bower Framing -Bldg. Post/Beam Mach. Rain Drain `Insulatioq -Plumb. . Plbq. Underfloor Nater Line Gyp. ad. -Koch. Date Requestods / `1 / Time: AM PM w --n— Addrosss Permit f r i,��1 IJ r 7 G'JJ Jt" Builder: ( i; �� TBE FOLLOWING CORRPCTIONS ARE REQUIREDs I] > Or . E I Inspector:- ,'C' Dates "� _ _kf__�APPROVED _! DISAPPROVED _! APFgOVEU SUBJECT TO ABOVE Call For Reinsp. � 1 i lrr4�n h } 6 1 e �tt �r t ' t n ti4l^r :fit ✓: � ! I�^} a�aiii r,�� i „roe .TIS R•"M MECHANICAL CITY OF TIGARD PERM I T QOMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : MEC9 3—0059 13125 SW hall Blvd.Tigard,Oregon 07223.81 -'r 0*84-4171 DATE ISaUED: 01/05/94 SITE ADDRESS. . . : 11065 SW NORTH DAKOTA ST PARCEL: 1S1341)R-00300 SUBDIVISION. . . . : TUNING: R-4, 5 RI_OCf✓.. . . . . . . . . . . LOI.. . . . . . . . . . . . . . CLASS OF WORK. . :NEW FLOOR TURN. . . . : FVAF COOLERS: TYPE OF USE. . . . : REL. UNI1 HEATERS. . -1 VENT FANS. . . :7 OCCUPANCY GRP. . :A2. 1 VENTS W/O HPPL: VENT SYSTEMS: STORIES. . . . . . . . : 1 BOI1_ERS/COMPRESSORS HOODS. . . . . . . . Y FUEL TYPF_5--- _._.__.___.....___.._. 0-3 HP. . . . :4 DOMES. T NC I N: :/GAS/ / / 3-15 HP. . . . ;6 COMML. INCIN: MAX INPUT: RTU 15-30 HP. . . . . REPAIR UNITS: 16 FIRE DAMPERS . . . : 30-50 HF'. . . . . WOODSTOVES. . : �. GAS PRESSURE:. . . e 50+ HP. . . . : CLO DRYERS. . : NO. OF UNI S- - -------- AIR HANDLING UNITS OTHER UNITS. .- 12 FURN ( 100K RTU:7 (- 10000 r_.f m : GAS OUTLETS. : 16 FURN ) =100K, RTU:9 > 10100 cfm: r Remar•F<s: Constr1_cct new ineetiny hoi_cse bP_tilding. repair, 1_cnits is ``or di_ccts and lath et, ,_snits is for condensing i_cnits L)wner: - ------------________ ___.__________._ FEES LEE--RUFF-STARK ARCHITECTS type amoi_cnt by date recpt PRMT $ 340. 50 JF 12:/23/93 - 5283 SW MEADOWS STREET, #::�40 PLCK $ 85. 13 JF 12/23/9.3 - LAKE:r OSWEGO OR 97305 SPCT $ 17. 03 JF 12/23/93 - F'hone #: 684-4747 Contractor: H- V. A. C. INC. B15 SE SHERMAN PORTLAND OR 97214 Phone #; 239--462:2 $ 442 66 TOTAL Rey #. . : 50697 RE'OUIRED INSPE=CTIONS ------ This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mer-: a n i c a l Insp applicable laws. Ali work will be done in accordance with Heat inq Unt Insp w approved plans. This permit will expire 1f work is not started Cooling Unt Insp within 188 days of issuance, or if work is suspended for more DLcct Inspection than HAI days. Fina Damper Ineip _ -'- Mise. Inspection _ / Final Inspection Per-mittee Signatisre : Issi-ted By: Call for inspection - 639-4175 f 1 >n j CITY OF TIGARD Receipt # MECHANICAL PERMIT _ 13]_25 SW HALL BLVD- Permit# 111PCc],�'�59 I P. O. BOX 23397 yDescription ` Table 9A Mechanical Code CITY PLAICE AMT TIGAIZO, OR 97223 ��- (503)639-4175 1) Permit Fee______. -0- -0- 10.00 I Name of Dovetopment 2 Supplemental Permit 3.00 Address I 11 Furnace to 100,000 BTU 6.0 0 Job i incl.ducts&vents �•� Address j �f r:•' ZWA-• ,.. c•- _ —__-- I TaxLot Map No. Furnace 100,000 BTU A '.0 yq 2) 9 1.50 tJ Lot �j r yr!{ Block SulxfSubdivisionincl.ducts&vents Subdivision - - `- Name(or ame of business) 3) Floor Furnace 6.00 incl.vent — I► —�- Suspended heater,wall heater t;f10 r Mailing Address Phone 4) / Owner - or floor mounted heater Vent not incl.in GtyiStal. � Zip 5) 3.00 appliance permit Repair of heating,refr ig., Name(or name of business 6 r 6.00 n ) cooling,absorption unit r �r �(.� _ Boiler or comp to 3 HP G 6.00 Mailing ngAderess _ Phone 7) Occupant absorp.unit to 100,000 BTU � -- — citylstate -- zip Boiler or comp to 3 HP-15 HP ! �11 00 8) absorp.unit to 500,000 BTU U Name 9) Boil erorcomp 15-3011P 15.00 absorp.unit 112-1 million _ Boiler or comp to 30-50 HP Mailing Address IProne 10) absorp.unit 1 -1.75 million 22.50 ContractorBoiler or comp to 50 HP 31.50 City/State zip 11) absorp.unit 1,750,000 BTU _ Slate Registration No. clry Bus.rex No. Air handling unit to 4.50 eg ` 12) 10,000 CFM 13) Air handling unit 7.50 I hereby acknowledge that I have read this application that the information given is 10,000CFM + correct,that I am Bre owner or authorized agent of the owner,that plans submitted are in compliance with State laws,that I am registered with the State Builders'Board,that the 14) Non portable 4.50 number given is correct.(If exempt from State registration please give reason below). evaporate cooler Vent fan connected "7 3.00 15) to a single duct 16) Ventilation system not 4.50 included in appliance permit 17) Hood served by 4.50 mechanical exhaust Signature town.,or agent) _ Date 18) DOmeS11C type 7.50 Describe work FA addition ❑ alteration [Irepair ❑ _ incinerator _ to be done residential ❑ _ ron=residential _ 1 g) Commercial or industrial 30.00 type incinerator Existing use of -- —Tr—'; building or properly ___ _—^—� r—.—.— 20) Other i.e.,woodstove,water - 4.50 ' heater,solar,clothes dryers,etc. Proposed use of — —`— — -- building or property _ ---- 21) Gas piping one to four outlets f 2.00 Type of fuel— oil C] natural gas LPG ❑ electric ❑ 22) More than 4-per outlet NOTICE �^ SUB-TOTAL. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ 5%SURCHARGE I T, r DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL S� ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. Special Conditions �_�.._- ------------__---- ------_._...__-------_.._ Date issued �__—._by �,-,�._. . ........ee•r.,.:n,r✓uu YlMJ4'FM'bf` k'�+I{•rii u.. ,fi ,, xl 'r:i:L+9"e.'Y', .. :.'. : ...., r., 1•',RMMMn.x.......0 .:.,onr.+n,nw+...•...., m d T 1 � I I 1 ;i 1 U T TY OF T'J s(4m) — Rr.- ;F'.I rr or- PAYMENT REC:F_1 F'I NO. a 9 4-- r 4 7e'9 7 t;l-IF rK AMOUNT a 44 . 66 A m E a HVAC; INCORPORATED ( AW4 AMOWNT a 0. 00 , i1;71)FtEEiS t PAYMF'IV1 DATE Ot Wl"J/94 S 11W I V 1':31 CIN e I 't.pl;ll OF PAYME�:N I' TIM0111'I+ I 'i i L O 1 ,I JRF—`'1'lcA%' the 4:HYl+'ILN T OMIJUN I (4-41.1) ,5 1IAN1t,AT., f7E �;v,�. 5 P _.AN ChTf 1.:K rE I.;1-Il.1l�t:Fl I t 111'�i SW NUR I H DAKC1 T A '-,I M I 111 (IMCAlp'l f PAID — _ 442. 66 I 77 .p, 1 0 1 { .li t h(xyA. ftl�f if 1 -A re INCDRCTIOt NOTICE City of Tigard Building Departaeiot 19125 " Ball Blvd. Tigard* Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:— g. Footing pluUnderelab Mech. Rough-in ,Appr/Sdwlk -__ Found. Plbg. Top Out Gas Line FINAL: pest/Beam Struet. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. plbq. Underfloor Nater Line Gyp. Rd. -Mach. I(� Date Requested: '4 Time: AM PM� Address: � Builders lac 1 {n V,,, ' THE FOLLOWING CORRECTIONS ARE REQUIRED: Ld i _/ S �f Inspector: 1� ��_�-- ---- _.- Date: ' —_APPROVED DISAPPROVED /V►PPRC1tlED SUBJECT TO ABOVE —Call For—Reinap. i ay� Y>4r7`�rF"r �A v a aS�Ri�tf _ r; A h y tRT$} ',04,!, id A I f � ti ;.r„ `F �"t d,i'�f � ' '', tt s;,p C > ,' "�,, � 3 a �4 ❑�.py i Vi , �! j tv aWli��,�rftt .t. A INSFECTION NOTICE City of Tigard Building DeparCeent 13125 g11 Ball Blvd. Tigard. orA 97223 Inspection Line (Rec-o-Phone): 639-4175 Business Phones 639-4171 Inspect Lon t — Footing Plbg. Underslab Nech. Rough-in Appr/Sdwlk Found. Plbg. Top Out "a Line FINALt Post/Beam Struct. San. Sewer �fruin4 -Bldg. Post/Beam Hoch. Rain Drain Insulation -plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Nech. Data Requestedt ,, 11� _�( AM PH 1 I NA_ QJA IkC1L� Permit #1 1A � Address: ! `� � Builder: THE FOLLOWTN0 CORRECTIONS RAs RWXPSDs Inspector I__ ZI:� APPROVED DISAPPROVRD APPROVRD SUBJECT TO ABOVE Call For Rainsp. v 1 � t t i � �i��s.. r5"�rD i•4 Vv•r ��,hi f y .P d�+ �' J 1.. '� - � r LEE lFF 13TAPK' ARCH TEL No . 1-503-684-4749 Dec 29 ,93 10 ' 1? No .004 P .03/0., :'..'.�..rW.........�.•.� N9id•�+rnealw.��d�don+ _.°'.•=r..��T.� �r'7 � , I I W9 t - -�-- SO'I.1r1 YY.MVC M1Y^N Wt 19011.,. r -'- •,'r � 4 a,tii.w•rwn w r�ruu� L OWN OwAloo ?z I'll r. 7-k T A;X I t � I = E1 J MI' rl 1 r 4 INSPECTION NOTICE City or T194rd Building Dwpart--t 13125 e* Ball Blvd. Tigard. Oregon 97223 Inspection Line (Rec-o-Phone)t 639-4175 Business Phones 639-4171 Inspection: c- l V �� J " Footing Plb9. Underslab Hoch. Rough-in Appr/edwlk Found. Plb9. Top Our Gas Line IINF' t Post/Beam Struct. San. Sewer lramiss9 -B' g. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Rd. -Noah. e Date Requesteds A L fZ( 7j Timet Address: ( ((,�� - P tY 1Y ,—\I1 - Permit ft7L1 Builder: TBE FOLLOWING OORRZCTIONS ARE PZQUIRF:Dt Inspector:_ ! v— Dates APPROVED DISAPPROVED G APPROVED SUBJRCT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building Department 13125 Mw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Vhone): 639-4175 Business Phone: 639-4171 r Inspections _ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINhLs Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain C Insulation -Plumb. Plbg. Underfloor Nater Line ►. sd. -Meeh. 4� Data Requesteds 12--1 \4�1/� TLsea 11M PM f Address: I ,� �ClJ �(�V 1� �`1��1� ct Permit 1s I Builder:-' THE FOLLOWING CORRECTIONS ARE REQUIRED: { L-• R �'-C-/L•G•''L Le�'- i / 7 � Inspector:_ _eJc Dater APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE I ---Call For Reinsp. i OF r _•--_�_.—...�..._.-..-.....w.. ,m.N;.i.nk•Hiwavah:. a:..wN .,,Ws,.�» •,...,..,., - c,.,s ,.-..e; c=n,i., a ) 1 � h tiM1 t� I yt i�s . • .. ,.�....•n..t - ...a...k.. -.J'..w.:.NL..... ..._ .. ,.,. - ,w 4:-luR,s .N.. '.-v MF.te..:'n^art gg 9 INSPSCTION NOTICE F City of Tigard Building Depariassst 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc--O-Phones 639-1175 Business Phones 639-1171 Inspections "t looting Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. /!lbg. Top out Gas Line FINALS Post/Beam Struet. San. Sewer Framing -Bldg. Post Beam Hoch.h. Rain Drain Insulatlon -Plumb. i Plbg. Underfloor Nater Line Gyp. Bd. -Meeh. Data Requested: ! ' Timex L, AN PH 11 h��"� A Address x_ lobc 1V�Y'�V -ll K 0 i!% Permit #x h� 1 `� G (6 Builders �� a0 THE FOLI:OMING CORRECTIONS ARE REQUIRED: yob sT1y t Y -- o.s ?� 11MV. ar i anhsar" Inspector;! Data: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Roinsp. i 4i. 1;NSPECT}ON NO.TICB City of Tigard Building Department 13125 B1 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phones 639-4171 Inspections__ Footing Plbq. Underslab 10e h. Rough-in) Appr/Sdwlk Found. ti P—qb _, Top_Out% gas Line PINALs Post/Beam Struct. San. Sewer framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Rech. �� • Date Requesteds L _._ Times AM-77--,^ PM Address: Builder:_ Permit 1s 1-`� �l 1/J ,J�Lf• s'r'•1�..._ � _ ,C'i THE FOLLOWING CORRECTIONS ARE REQUIRED: ILI led i ` _ 0 Ins tors �/'� Ji�IkSOVZ P� Datss l APPROVED DISAPPROVED APPROVED SUBJEC Call for Rsinsp. rg..a:kSP.!'^'1°"ve•.�+�r+.ltg +,.....,r t» ytr,, ,pqn. .^.'�^ w4, r4r°L.r1n:" r WFb - Sr ..y.: ,,•�fl' Wmr. f 1 J y "t ,4r i , .�.'IiRn'YYYYS+TWJr+.bWK.��'1.T.,�.., r, aS+. ..,......w.,+".a.w.r.wh..r... ,...ur".w✓r.w"^J.., .w �4. ..✓JwYa s .,.. a P I s 17 y .......... t zu"•xr aru.., dr` ��+I t�AM r�esy;t � s1 k,A�rRN3a?r�I �i, Rrt)d �Ttt '. 4N1+'. ri f' '�I 11jP�T5 �!l�YA I�v94q n 1 +► rk:Fi r 1 �. rl: r I;k tr•�r��4trY� � N P.,1 'm46 �x R K y� Y I f 1 t ",i 1 I ! t- � 1 n 5�k�l•�p'1`✓ FT, ;�n�E�, 1r 1l1 ,M m rr' 1�'! f tl r I; t v t RK N t h r 4E7 �r r + P, iV A'4 01,14P,`4 I; y "AWN y�.r4 t, wr ti �V i ; j i 5 jo-t R ,df + ,.- �✓r', ,A P1'' °. -r� ° o-��5t � � l�.- '4�i�``�� I 1r E. - r yf 4t, t .. p� Q` ✓' ,4' Id.r i 's ,,.& * �➢tr'i h ,y p+G41 +�. Vfd 'P't c>(r��'�' r�l.y�5�r! G,. K Y .i y (p � ` ✓ 7�t51y. y i µ`Nil �i r " f n t41 � �7 �,�i '�rsb.�„ I�S i E, VI rt rk r r. r V+ dl ,0}4 2 � Ix, T ��1 »y �� rhA �rl 1 a•„M� Ia.t"1'� aF}r I 04W* {seti :Ai, , tAr, - A ,h4'`P Nt��e' r1 r i f g 1 ,sky 0 rVif j! e i Y I SPECTIUN NOTICCE City of Tigre: r4silding Department 13125 SW Hall Blvd. Tigard, Oregon 97223 inspection Line (Rec-O-Phones 639-4175 Business Phone. 633-4171 Inspections --- looting Plbg. Underelab Hech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewwr Praising -Bldg. Post/Beam Hoch. Rain Drain Inwlatlon -Plumb. Plbg. Underfloor Maier Line Gyp. Bd. -Hoch. Data Requesteds �2 1 J Times AH PH AddresaI ry(� ) 7( I� C1�elk- Perwit # .)('�13'!1n / i Builders ' y l \�� h THE FOLLOWING CORRECTIONS ARE RNUIR.SDs �lrr4if1 , i _ vxiC�t4C ZQ r .... Inepmctors___eQ*_Y_ Dates APPROVED DISAPPROVED Z- APPRMMD SUBJECT TO ABOVE Call For Reinsp. cyY, 4z�f 4 INSPEIMON NOTICE City or Tiga:d Building Department 13125 BW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Re,-O-Phone): 639-4175 Businese Phones 639-4171 Insioction: Footing Plbg. Underslab Koch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Peam Strutt. San. Sewer Framing -Bldg. -Plumb. Post/Beam Hoch. Rain Drain ,� e! ,..�neulation Plbg. Underfloor Nater Line Gyp. ad. -Koch. ('7 Date Requested& ,. Time: AN PH s Addres: (�()((',) qy� �_dl�,'? t - _— Permit i:,( Builder: 4) U �Ly,(�Oyc�N THE FOLLOWING OORRECPIONS ARE REQuxREDs Inspector: y/si .�1 Dates i rAPPRMD DISAP7ROVED APPROVRD SUBJECT TO ABOVE Call For Reinap. • i '- j�fApECTION NOTICE City of Tigard Building Depart—t 13125 sw Ball Blvd. Tigard, Dragon 97223 Inspection Lino (ROC-0-Phone)= 639-4175 Business Phone: 539-4171 Inspection=_---L-i-01- routing L i01.� Footing Plbg. Underslab Mech. Ro,igh-in Appr/Sdwlk I i Found. Plbg. Top Out Gas Line FINAL= J. Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -elumb• Plbg, Underfloor Nater Line Gyp. Bd. -Mech. jDate Requested= Jig Address= S lYSIC�� '1x t+� )_ U� permit #t p()t Builder.: TRE FOLLOWING CORRECTIONS ARE REQUIRED: %Y p�oe.16 PI Inspector=_ - Date= APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. i 1 At, i;, "4 h Ai O 44 W 4 rT� v a pp, 0LL c h LL cg 20!10' d VTO' ON OT : S1 26' 6 O@U 6b,b- d89-20S-T ' 0N 131 HJdH AdH1S 3304 331 Z W Q' U� W m W '^ r I�Flo- UC) ou ). .' r^ „ b �p��d� '• co r. • lb N �. {'1'1•y.•'r LLJ 1 � '•Ah J I S�.Y 1 •', ti 1. V 1�" Nye I I x11 M qy/ x �j wAP,� 1 404 1t h. M IsT 17. LL— .�1� •ISI�;/l��i. I 8 ;; �tlJ1'�11�•J�1.�:% cl I R ''' Ld Y � ~' uj �gj1 W �� F A k 20/ZO' d PTO* ON OT : SI X6' 5 J@a 600-b89-20S-1 ' ON 131 HOdd MHiS j'30d 33-1 gin•_ .,1.. r I�. Pt i l �1 �1 i' i :s y'. t t g � 8 111111,17, G L tt �n LL wP. r� f t e (w cr- .4, .,S 9 Ai a cr ' r M1 b • ..., =7p�i'N p�^+;,u'�Ir lr,��„s,vrw>!M',+rce:w+nwr.•,:"r..r,..• .- �� .. 5 ii �`b � wt� A a � i� r.r d � � n 1 � • 5 � 3� C , 1 I 1� I 1'; p � I t[G 1 CS4'��.. 741 �LI 1 Ir11M ^ �I�•�.� 1• rL CQ 14t— 'yj��•1 IN�M"f�1~'•MN,M�/��+1 X11� P 1 rl 1•� f�t��.l.C,LL� '{�11fI�I��11 �JNh�/.�,H�y w• /� 4.�y�y•MIMA 1 � '1 I�1j1•MI�' 4- :Q 4 /MI n rl I. M 1 rf1(,�(..� .. • f • r+e?.amu c �.., J ' 20/iO' d bio' ON OT : ST 2616 CPQ 6020-1789- NS-VON X31 HAA AduiS 33O8 331 .: pew :r r I 7 t 1 G 4> :a i �l O 7I Y T � g B O U n e �gti 8 M . INSPECTION -0= City of Tigard Build"q DepartmS t 1312.5 811 Ball Blvd. Tigard, Oregon 97223 Inspectirn Line (Rec-O-Phone): 639-4175 Business Phones 639-4171 Inspection: Q-L -- looting Plbg. Underslab Mech. ugh-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line 0/� ,, FINALt Post/Beam Struct. San. Bower Framing I -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lino Gyp. ad. -much. ^/ Timet 1 -t 2 v `! ? AM PM Date Requastedl �� _ I'\ Address: (!�' '-4'-A Vic) /L.1 t4 L PecmLt t1 �� 75 Builder:_��'i'1{� x} '��c'�vw�� 7`�7) THE FOLL)'WIMG CORRECTIONS ARE REQUIRED: Inepector: �l _�r--- Date: G APPROVED DISAPPROVED APPROVILD SUBJECT TO ABOVE Call For Reinsp. ._ ...,........—..�....,_..... �.......�.....__............— ......... iu'1uh.,uAfRs..., .:1mvh?:fey:�. ry �� Oro" C, ) y aw, , INSPECTIOIN NOTICR Z City of Tigard Building Department 13125 ew Hall Blvd. Tigard, Oregon 97223 +^•t Inspection Line (Roc-o-Phone)e 639-4175 Business Phone: 639-4171 1 /^I Inspection: i 'C� Footing Plbg. Underslab Koch. Rough-in Appr/Sdwlk round. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. an. /eller Framing -Bldg. Post/"am Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Koch. Data RequostgqlAedt L r I1��r~1,`�7� Time: !�11117 _- PN Address: i L' � Permit i Builder: THE FOLIAMING OORRECTIONS ARE REQUIRED: f - i Inspector:, nate: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For. Rainnp. v �t .: �' s ass; p v {l, d. INSUCTION NOTICZ City of Tigard Building Departomt 13'25 M Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phones 639-4175 Business Phones 63q-4171 Inspections _ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam S..ruct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drais. Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. ltd. -Meeh. l,1_-Date Requeatod s 4 (� Times AM PM ,1^ Addreest11 c`� `� Cela Permit #oyA J() > Builders��''r` TM FOLLOWING ODRRBCTIONS ARB RlQUIRRD: l 1 ti:S i f�L,c. �(� 1 k"�- h 1 6.S /lam&i 04 1<.,,C 4 A) 6S Inspectors F- I �,1�4 Date a U 1 's APPROVED DISAPPROVED PROVEV) SURJECTTOTO �ABOVR Call For RRainsp. I s SFP t , 1�, /i'3'Srl`/��i�l°�il��'�'IeMmF'•/J"-.,... .�. _ . ... ., 1. 5./4MYGwWb't:�a:u'�M9!17LL y INSPECTION NOTICB 2- City of Tiga_--d Building Departanat 13125 811 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)s 639-4175 Business Phone: 639-4171 y i Inspection: `_?`ZSY W1Lll mooting Plbg. Underalab loch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: -oat/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lina Gyp. Bd. -Mach. w Data Requested: A TLW t �_AM _ PH Address ��fc !\� /�.F L�FC� � _ Permit Builder,i�(�OH 11 �( �. �`!� L ,. Ono THE FOLLOiiING CORRECTIONS ARE REQUIRED: i r Z;T Inspectorl� / ' Date: �- APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE i-Call For. Reinep. I INSPECTION NOTICE City of Tigard Pudding Department 13125 till Ra-11 Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phones 639-4171 Inspectl.on: _�7 � -- Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk 1 Plbg. Top Out gam Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. w Plbq. Underfloor Nater Line gyp. Bd. -Mach. Date F.oquestede ( ''" I --'rtmet AN =PM I IC�CoS � 3-�' 1 Addresst ��-- �,^t�`�lPyerto/lit : uf"r 1�, /. Buildar:_��A `-� \� i \\w1Q-1�\ ` ��(U` T._, O THE FOLLOWING OORRSCTIORi ARS RSWIREDt r I i r Inspectors__ / L.1.1 APPROVED DTSAPPROVEU APPROVED SUBJilCT TO ABOVE _—Call For Reinap. f; t 1 � J 7 �pgr.FWn;rr+•,t�,tP19�+++1"erq�:+xa.ws4.rti.. uVRi�«i�! da?;"`4�, ,waMiax«...no:�.,,.•....r,.......,,, N�1 +� i INSPECTION NOTICE � , +- `''� City of Tigard Bvildioq Department 13125 811 Ball Blvd. Tigard. Oregon 97223 Inspection Line (Ross-O-Phone)+ 639-4175 Business Phones 639-4171 Inspection:_, Footing Plbg. Undorslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Bower Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater LLne Gyp. Bd. -Koch. 'M t Date Request/eds I l �n _Time: 11 -� M PM Addroset i (( �!^') �21C)`�l Permit .w► Builder: TRE FOLLOWING CORRECTIONS ARE REQUIREDt Inspector:_ ! ___ Dates _— i APPROVVD DISAPPROVED APPROVED SUBJNCT To ABOVE Call For Reinsp. 1• ( }}hk J G i` I!�@E�cTI�o11 Ndr1C6 � City or Tigard mi1din9 DePer"'t 13125 811 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-o-Shone): 639-4175 Business Phon 699-$17. Inspection: 1 Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk found. Dlbg. Top Out Gas Line FINAL: Post/ewam Struct. San. BowerTramin 9 -Bldg. Post/Beam Hoch. Rain Drain Insulation -plumb. Plbq. Underfloor Fater Lino Gyp. Bd. -Koch. �( Date Requestod: IL Times AN Porait Address: � ��-•�� }} y Xn �) �( _ c(� Builder:( THE FOLLOWING CORRECTIONS ARE REQUIRED: �16NT .Sire' �T , r-- +, •"� ___—_._.__—��_ Dates_ Inspector: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rain8p. AR, .wa INSPECTION NOTICE City of Tigard Building Departa&sot 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone): 639i-4175 Business Phone: 639-4171 Inspection& ^ �(6 Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL& Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Meeh. r Date Requostedt -Timet AM PM Address:_ �ormit i& �'t'� Builder: THE FOLLOWING CORRECTIONS AAE REQUIREDt i 7 i t 1 Inspectors �;% Datet� APPPPROOVE-'D DISAPPROVED 7" APPROVED SUBJECT TO ABOVE __Call For Rsinnp. 1 I W.t7_1�UT NOTICE. City of Tigard 6`uildtng Departeent 13125 BW Ball Blvd_ Tigard, Oregon 97223 Inspection Line (ROC-O-Phone)t 639-4175 Bu■ineao Phone: 539-4171 1 ' Inspection: �� 1 u Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. P:bg. Top Out Gas Line FINAL: Post/Beam Struct. San, Sewer Framing -Bldg. Powt./Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Bd. -Mech. v Date Re"entedt 30 1 ' Time: F, AM PM Address■: C --- Permit Is �;L)c ,.1 ' `' Us Builder: 1 lf?� \ (I 1•r1 1 l{ 1 j TBE FOLLOWING CORRECTIONS ARE REQUIi-a'n: i - I i In■pectort___---- � APPROVED -� DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. 1 c r � h 110'. i INSPECTION "MICE • city or Tigard BuUdioq Department 13125 M Ball Blvd. Tigard, Oregon 97223 inspection Line (Roc-O-Phone)t 639-4175 Business Phones 639--4171 Inspections footitfq> Plbg. Underelab Koch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underrl.00r Nater Lime/ Gyp. Rd. 1l-Nech. M Date Reque edf ` Z��!( -( 3 Timof n` C�11M PM ! Addr...t/� f�f�J (L(�.c1,K,�- Permit #tt F,-"o�1 "13 Builders `yg Y �- �A W/-Nei-A TBE FOLLOWING MMCPIONS ARE RNQUIREDt Inspectors Dates. _APPROVED DISAPPROVED i APPROVED SUBJECT 1'O ,%BoVE ___Call For Reinap. F rn L �N�drlca "_ r Fi rl City of Tigard Building Departnant 13125 SW Hall Blvd. Tigard, 01,91n 9722 Inspection Line (ROC-0-Phone): 639-4175 Business Phon 639-8171 n�otieas — ,, �botin4� Plbg. Undaralab Mech. Rough-in Appr/Sdwl.k Found. Plbg. Top out Cas Line PINALs i Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beay, Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lins • oyp. Bd. -Mach. Date Regneeteds L ,Times �.tii PM �c kir (� �� p��_ Addraees S r Permit BuildersIG�If THE FOLLOWING CORRECTIONS ARE REQUIRED: j 1 Inspectors - - --- Date:_•.4' (? APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ___Call For rsinsp. A � r _ I + At 16. L�4��ty' .ti'i 9 , i" INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: �OQlinq__. Plbg. Underslab Mech. Rough-in Appr/Sdwlk -Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing .-Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb, r w Plbg. underfloor Nater Line Gyp. Rd. •7-d�M--ech. Date ReIquestodds l/ _ TLms `QGIJ�n�q PN Address: MIS I�� V�-5 A((C AA Permit 1rV��1 Builder: (.e(( b-►F_ T41 FOLLOWING CORRECTIONS ARE REQUIRED: Inspector=_ --- Dates ��- �_ v _APPROVED DISAIPROVED APPROVED SUBJECT TO AW( 6 Call For Reinep. r 'r :!-i - Y ) ......... ......... ............... INSPECTION NOTICE city of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. ?lbg. Top Out Gas Line FINAL: Poet/Beam 3truct. Sart. Sower Framing -Bldg. ^q Poet/Beam Mech. Rain Drain Insulation -Plumb. erT�oor� Ater Line Gyp. Bd. -Mech. L Date Requeeteds �/ Time: AM PM Addreee: _/ / U CL- ;L/ C �iPermit is Builders �.._ THE FOLLOWING CORRECTIONS ARE REQUIRED: i i Inspector _—� Date: �— i A APPROVED DISAPPROVED _ APPROVED SUBJECT TO ABOVE � I call For Reinsp. ! r Y 1 CITY" OF TIGARD dbMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)539-4171 f j PLUMPING FSE RM I i I�'h:RthIT #. . . . . . . PLM93..rTt;,. 6.5')-411i DATE ISSUED: 09/14/9', PARCEL;: 1S1,34DLa 00300 iI1"1. r�C)11C�C;. ',:;i�. .: . : 1, 1V� '� SW NORTH Dl�I Q7G1 ST s 13Ul1D1v;73ION. . . . : ZONING: R--4. 5 131_.00td. . . . . . . . . . . LOT. . . . . . . . . . . . . : :,J ,ASG Of=' WUrr, K. . :IdF_W Gf)RBAUE:. DISPOSALS. MOBILO HOME i3f"OfLE S,, OF' Uri)::. . . , :REL WASHING MACH. . . . . . . E1ACKF'L..OW PRE.VNTRS. . : 1 t;LJPAN(�Y i.:;fiP. .: :A2. 1. FLOOR DRAINS. . . . . . . . 12: TRAPS. . . .. . . . . . , . . . . : { :t1'ORIES. . . . . . . . . wwrE:R I,lEA,rERGi. . . . . . ..2 CAT'(.'H SACiINS. . . . . . . „ ' IXTunE:a___..._....__- LAUNDRY TRAYS. . . . . . : rpt_. RAIN DIRPINS. . . . . .. d to I NKS. . . . . . . . . . :iR URINALS. . . . . . . . . . . :4 GREASE TRAPS. . -7 UT14ER FIXTURES. . . . . :0 rUP/SHOWERrD. . , . SE:WLR LINT ( ft ) . . . . : 300 J-1TER t;;L.UGE=T'':�. , 13 wi:iTvR LINE ( ft ) . . . . : .1It!0 DISHWASHERS. . RAIN DRAIN (ft ) . . . . . y o (wLnstr tr.t new mt.E.ttnq hnu50 b1.ailding. i _._._._._._...._._.._. _..,._._.,._._..........._..____......._-.,_.... ......... FEES ___._._._.....__..__._. y`E. arnt7i.trtt Ly d4Atp . ._r:p' (1t7(lt1J, fFt:."ff' 1; �t^ '"'a PRMT $ 402. 50 JH 09/14/93 285 SW MEADOWS STREET, #340 P(_(:{�, $ 100. 63 JI1 09/14/93 -AKE: OSWE=GO OR 97305 5PUT" $ 20. 13 JH 09/14/93 'U'W[-.R PLUMP l N(', GO C-0 BOX 23144 ' lGfIRD OR 972,81 I one if: 5L:r,, TOO-AL. REGIL)IRED INS T.',CTIC)N,r'a __.._ _...._ lr:s permit is issued subject to the regulations curtained in the ,ewer inspecct iun %gard Municipal Code, State of ire. Specialty Codes and all other Water Line Ins p applicable lark. All work will be done in accordance with Ro,.igh in Imp approved plans. This pere:t will expire if work is not started PLM/Underfloor withir 180 daps ,f issuance, or if work is suspended for more Tai,--out Irtsa,ta t+v 180 days. Storm O'rain Irsp RP/Backflow Prev A f=inal Insprectinn 'r?r mrttpe Si grt.;A1--AWP ' 41-12j- d 11'r' i C;�1Z ;. for in pEc t 1c�tt - 639- 417 a n. ro N �L f d s: L CITY OF T I CARD - RECEIPT OF PAYMENT RECEIPT NO. s93-244146 CHECK AMOUNT a 523. 6 +' VAME'. POWER PLUMBING CASH AMOUNT s x. 00 ODDRESS r PAYMENT DATE n 09/14/ 33 SUBDIVISION 1-,I.1RPO5F OF PAYMENT AMOUNT PAID PURPOSE. OF PAYMENT AMOUNT PAID I.-I._UMB[NG P1;Rih 402. 50 PLAN CHECK FE 100. 6.3 1 . 131311-1) 20. J 3 41 fZio L.DS CHURCw! 1 1065 CSW NORTH DAKOTA 11-1101- fTMC1Uh1T PAID 7 5":13. 26 a;G a � c r y e "tft rl,. {,� t b N. pwdri7$ � k fr e e � �t1 ri4-I ; Y I v INBPECTION NOTICG 111 City of Tigard Building Depart»sat l 131.75 BII elan Blvd. Tigard. Oregon 97223 Inspection Line (Roc-o-Phone)i 639-4175 Businass Phones 639•4171 Inspections /60ting t Plug. Underslab Koch. Rough-in Appc/8dwlk Plbq. Top Out can Line FINALt Post/Beam Struet. San. Bower. Framing -Bldg. Poet/Beam Koch. Rain Drain Insulation -Plumb. ! • Plbq. UneleLfloor Nater Line Gyp. Bd. -Koch. t1 Date Requested: -7 3 Timm AM PK JJ ,fes ��ID� Permit f t 1er �'�1�' 'j�i - Di 1.J Addreset � — Bu l lder t --- THE FOLLOWING CORRECTIONS REQUIREDt Inepoetort Dater / V APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE yeC� i _Call For Rainep. 1 L�Yr I I ALS 27 193 10:39 WDY ENSINEERING 218 P01 i WALKER/DILORETO/YOUNIE, INC. 1 CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE,0360,POR,LAND,OREGON 97201 503/168-3930 FAX IMWE"929 August 27, 1993 PRINCIPALS TO: LEE RUFF STARK ARCHITECTS ROBERT A. ATTN: Mike McGa 1 e WALKER DALE.,. FROM: Carol S. Hasenberg DILORETO WADE W, RE: LDS TIGARD-METZGER CHURCH vouNlE 11605 SW NORTH DKKOTA STREET TIGARD, OREGON PERMIT NO. BU 43-0057 SITE OBSERVATION/AUGUST 27, 1993 In attendance was Lynn Storlie, job superintendent. The job progress was that the west side footing and stem wall had been poured. Other footings along the west side were in progress of being formed and tied, and the west side of shear walls 'A' and 'B' had been formed and poured. The west sides of shear walls 'C' , 'D' and 'E' were in progress of being formed and tied. The following item was observed and discussed with the job superintendent: ITEM #1: One ( 1 ) of the 7/8 inch diameter anchor bolts for the shear wall 'E' footings was missing on the west side. Shear wall 'B' is to have two (2) anchor bolts at each end of each wall sec�.ion per the structural drawings. Embed a 7/8 inch diameter A307 threaded rod, 12 inches into the stem wall csith HTLTI HIT C100 epoxy adhesive according to manufacturer' s directions at the location of the missing bolt. WALKER/DILORETO/YOUNIE, TNC. Carol S. Hasenberg cc: Lynn Storlie, Triplett/Wellman Construction a Mark Burrows, City of Tigard Building Dept. . - __. �.vnYwA•Ya.vuww,m v', ..a. .e.. , ,.-....,w,. „„............ .. .... ,q�+.q..;�R. ,., ,; ✓:-Mtm- ,r.dt �om t,�u.,. ,: .; , t,...,,. .;:-..., '. ,.... .0. - - � � ^�� .._ —A ... _ - .. .. r„W,��„F'., �SE4�y j�� 3 fit• �� ' a M1s �"i�G yrr •� Zf4, w�t°f. ate t'1r tt •�F a�i,Sa��fik tI 0. y, � -t it t vii � pp��__ •.rw v r t�1 Sd � '�7vf q v e � 'n ' �' Y }:. T£ ¢p'EC�TION gOTICL l ' T} City of! Tigard Building Departaent L712s gm Ball Blvd. Tigard, oregon 97223 a yk•' �3 Inspection Line (Rea-D-Phone : 639-4175 Business Phone: 639-4171 i�"�" tint �• Inepections_'"'t'""C3c��-►�.-C _� —.�---.-- Mooting Plbg. Underslab Hoch. Rough-in Appr/Sdw11L Found. Plbg. Top Out Can Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. 1 post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Rd. -Hoch. 0 � I Date Requested: /i _ --.-. ---- Time: �,• /'t ', /: l Addreae iPermit ------- i � Buil.der.i _ TB= FOLLOWING CORRECTIONS ARE REQUIRED: 1 SLS i Y I `5 Inspectors_ / l ---- _ Dates I_jL � APPROVED DISAPPROVED APPROVED SURJRCT TO ABOVE For Reinep. 1 t s,r, CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT ,cwt issur_ is o - " P 18126 SW Hall Blvd.Tigard,Oregon 97223.8109 (503)639-4171 i: �_,t.1Ult i•'ik<c (tk:' ...__ ,.. ....__.._... � 7�. (k:�6� Wtdl...i.. ',wLtrwe;i t�'C. !I_I?".(. I �` Y; .II • t(L Ll L a Ni-i.! 1 N 'C .I;t .'�" _. ?. j' _...__..._.__.___....___.._...._._....... 1' r" 3; 1 d1't( f0nYC1pal Lace, 'WF Cf ;orf, -Peclelt, Ap(t)iC,HbY! tAwS, Al: 6'"4 wii; tF dG;+C Jre. F _,.................._...._..�_....._.___,...._._ epprmvld Ajar-, (nts pt,%it .t.l epire tt withih itsi cf8y, of ;ss'.?enrr, ar f wrrw yt`an ;l�'tf "'Rys, , ,.�.f .-�a, I t•'t„" t' �`� _____............ _..,,....._.._.... I j,tT i 16, i 13'•: 'x h � 'w .vflw� CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT .13125 SW Hall Blvd.Tigard,Oregon 07223+8199 (503)639-4171 • s m.a i gar-i _ `!B sate 15sup'. L �'kp11`ht "B i4p icy :ar: ,Ower :rpt@r'; th 5l• _.«« �.. �....._ PrP 7 . -..._ _..__ ..__._.r.. _... �._. /v IL e� r ,I 1 i- ' �NP1kldM'.q..4 Yr.«.IwNVnw.va.i+,uwna.«am..,.... ,. .... r..aa..MYN'f�M1}'itiFw0.y.4VAyIl'Fb1NMWMPIr+wn..w...... ...,........,.nwYN.+wrprMm•gP �NIWii401MMMCM1Vi'n"l�'WOYIf�l7ry '• r � PLNCK,/RECT 1 CITL ,�� PERMIT 1 �/,Y OF TIGA" "'ss�"""°'� _ '��'"�� COMMUNr Y DEVELOPMENT DEPARTMENT (sao)4"4171 GATE ISSUED JOB ADDRESS: t l©��'`' S"`' 0 14*,r�TA <,,—i -n6Av .Oe TAX MAP/LOT — SUB: LOT: LAND USE: — VALUATION: _ 5'yo.t0 20 QWNER pe SQECIAL NOTES_ t1�. Ct'�1' `�� uS NAME. �kf> 4FF 'ec�i c� �. REISSUE OF: _ ADDRESS: — LAST REISSUE: s FLOOD PLAIN/ PHONE: SENSITIVE LAND? — CONTRACTOR APPROVALS RE-QU I RED PLANNING: NAME: ADDRESS: — ENGINEERING: FIRE DEPT: PHONE: --- OTHER: -- 1_� ------- CONTR. BOARD #: EXP DATE: ITEMS RE UIRED SUBCONTRACTORS: PLUMB: _ LIST/SUBCONTRACTORS: MECH: _ _ BUS TAX: — j EIRCH ENGINEER CALCULATIONS: NAME: LO--►= [�rF 4�C�4�k A�c�+rtF.�..t`a TRUSS DETAILS: _ ADDRESS: 52Ct//,,� >�\ �tf�c� � E ��,tE z.� _ OTHER: PHONE: __� - 4-14-1 -- PROPOSED BLDG. USE:COMMENTS: `1 Z 9(0 -- f APPLICANT SIGNATURE Received BY: Date Received: :! . . .ori Wia. ....w...+.. ,..u,.y.n.,..+uw•vWtY'M...-.. .n r....,,..... w... PERMIT # ACCT 0 DESCRIPTION AMOUNT AMOUNT PD. BAL. bU �ZLY,V57 10-432 00 Building Permit Fees yey}} rY3��'rr��'L ' ~' • 10 431 00 Plumbing Permit Fees *x �w 's' •. f IT y3-t,�59 10-431 OI Mechanical Permit Fees k 10-230 01 State Building Tax (5x) Building Plumbing Mechanical 10-433 00 Plans Check Fee Building Plumbing Mechanical 10-230 06 Fire U 95-0/67 30-202 00 Sewer Connection 66") - 30-444 00 Sewer Inspection _ Z16ed 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees _ 25-448-06 Institutional TIF Fees(/5L/ss6) o 00 A). 25-448-03 Office TIF Fees _ 25-448-01 Residential Traffic Fees _ i 25-448-05 Mass Transit TIF Fees Z. oZ.vo 2 30 2,lw 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) _. 24-445-01 Water Quality (Fee in lieu of) j 24-445-02 Water Quantity (Fee in lieu of) TOTAL _ `�,��J�•v i 71330-65 nm/3587P.W1'f s i ; s i s , r P CITY OF T I CARD — RECEIPT OF PAYMENT RECEIPT NO. . 3-242828 CHECK AMOUNT : 29130. 65 NAME s T R I PLETT & WEL,L.MAN CASH AMOUNT 0. 00 ADDRESS s PAYMENT DATE- u 08/0 :/9: SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID r'JRPOSE OF PAYMENT AMOUNT PAID I;UII_DINC PERMW---,-- _._.�3933. 00 ST. BUILD�PER _.___..,_r 196. 65 ;EWER 11SA 1.3200. 00 SEWER INSPECT 45. 00 INSTITUTIONAL TIE' FEES 10254. 00 MADS TRANSIT 7 I F FEES 2;30;x',. 00 F LDS CHURCH [ W65 SW NORTH DAKOTA � -rOTAI_ AMOUNT PAID - - -> E9930. 65 f i r n w 4n��(."�� dy,,,a` lW7 �-t�:,�' ,Y�•{��:' a S�,IP��' a�F � '� ' i",�.<. i �, . I !; `. eq W 5. s _y_ ,.._.- ' .T•+'IwMw.,,.... •...•+.�......-.�..-%r.w. '._�..--r.. •+••'+�9K^"pw"w'+"'w•' 04FtiiY.por r w • T nPPLICATION — STREET IMPROVEMENT/EXCAVATIONCOPY TO: L Y (WHITE)•FILE ORDINANCE NO. 74-14 �, (YELLOW) -INSP. (PI NK)-OTHE R AGENCYbldg. E (INSTRUCTIONS ON SEPARATE SHEET) (BLUE)•APPI_ICAN-1 I ,LPPROVED X APPLICATION NO.: . (TIA' OF• TIGARD, OREGON 1 476.74 NOT APPROVED L] FEE AMT.: S__.1. —_ FENDING FEE. PMT. ❑ CITY I4ALL RECEIPT NO.: PENDING SECURITY ❑ FUBLICWORKS DEPARTMENT BY __.� DATE—Z.--_L_—_ FENDING AGENCY -OK- ❑ Application and ProRTess Record - - - - - - - - - - - - - MAINTENANCE BOND �►�� _ FENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED A NW1,1 L PENDING VARIANCE El EXPIRATION DATE: I PERMIT NO. _ _. DATE ISSUED: -1--_1__-_�_-__-- BY: 1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INST. `IALC -'1'R ET IMPR0VF:!`*,'j'4lT-` AS QESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. -2h1:IfCclt _ st Of _ r ` APPLICANT SIL' -:` ZX1 t8"� --_ fl NAME ADDRESS —�— CITY f ---� PHONE ONTRACTOR _ 'I ye {t-rxiul.ai�.• loran. _ Y 5 9 NAME �� `��-A D C•!3 fq� TY }�� ° h omlrle ir� -- `LAMS BY DeHaas & AasOci.ates, Inc. St�a. ; '::l) AOC e e laonW� le, OR 9?070 W2-249+0 NAME V ADoRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S _ DOLIARS FOR OFFICE US! -��.....' `- MIN. j2) EXCAVATION DATA: 0.04 X s_Sph �t, 0 STREET DESCRIPTION PROGRESS & INSPECTION STATUS — SURFACE CUT CUT CUT MATERIAL INSTALLED NAME ITEM DATE REMARKS/TYPE BY 'TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY STREET PEND North DaMota +::. _(:.rl .> .Lr; r :n ►s TION -- _— E QLIE -- --'-- -- ESTIMATED STREET OPENING DATE:_ S ESTIMATED STREET CLOSING DATE: E D 61 r(�18.Jv ST14EET (3) SECURITY NO. -_-_ SECURITYAMT: E 1 C-OSED SURETY CO.: _- _------ ---_--- -- FINAL CERYIFIEDCHECK L-I CASH O iOND1 INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT, U Ali work shallamfocni to the _ i 1 I SITE: 11065 S.W. Nortt IJ�ko a S1r. _ City approved construction plan II and, to CUP 92-OW2. work arcs 1 '44, 1\ — —g-�cc „t I 0 Streetlight energy & ► tenance CURB - ' •-+ - - - �CXXIc- - - - - - ` - - fee -, $ 318.72 S. W NORTH DAKOTA STREET-----.-- � c.� Traff:.z: sign fees $ 172.00 one-year aia ntenanc e assurance N in the summof $6,191.85 may be I I I I reyuirod (by the City," to be posted upon compet ori oT-tFe work (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE Or OREGON THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE —,+.•—._,. DATE._,..—......,_.._._� 4 _........w._..._-___ ,___..._ .......-_..._.. .yYMuwM'YWW'��w•winu.. _.....-.....r..r «...,. .. ....,....a.ew.w+P•!1.+timw.�.afN y,: CITY CSF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.9199 (503)939-4171 r MM w y �a74"`i ylt t Z ,, ✓i p i w �I� t�`y�41z� !nl a of. �r 1 i3i�sswt4a,iawe. PINCk/RECT # CITY OF TIG.A RD 110 Box Z3397 PERMIT # V}'-0007 COM AtUNIn'I)EVELOPit[ENT DEPARTMENT "CgatAOregon 97M (503)639-417` DATE ISSUED — JOB ADDRESS: //U 6�5 S6y IVC) l' "`�`�" TAX MAP/LUT _ SUB: LOT: LAND USE: ** APPROVED TO ISSUE ** BY:_V VALUATION: 74, DOC' E s QMR SPECIAL-NO ES NAME: C+'; v747fi�21191j-`OCl� �C L%—S _ REISSUE OF: ADDRESS: __ LAST REISSUE: _ FLOOD PLAIN/ PHONE: SENSITIVE LAND: i CONTRACTOR APPROVALS REQUIRED NAME: _- -- —_-- _ PLANNING: ADDRESS: _ ENGINEERING: FIRE DEPT: PHO%E: —_—__-- _— OTHER: _ CONTR. BOARD #: EXP DATE: ITEMS RE_QUxREO SUBC NTCTORS: PLUMB: _ —_�_-�_ LIST/SUBCONTRACdORS: _ MECH: BUS TAX: _ ARCH/ENGINEER CALCULATIONS: —_ NAME: 1 411-xl TRUSS DE- AILS: ADDRESS: _,_ OTHER: — PHONE: , PROPOSED BLDG. USE: ---.-- COMMENTS: — 1 '�le _ iYY101/ i 'e APPLICANT SIGNATURE i ved: Received By: �— Date Recei1 S/ i PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE s3 10-432 00 Building Permit Fees �s;00 ;S:57 oU . 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-2.30 01 State Building Tax (5%) _ 17.7-5 Building Plumbing ' Mechanical 10-433 00 Plans Check Fee 230,75 J 30, j Building Plumbing Mechanical r 16-230 06 Fire — 30-202 00 Sewer Connection -- 30--444 00 Sewer Inspection 25-448-02 Commercial TIF Fees _ _ — 25- 448-04 Industrial TIF Fees .- 25-448-06 Institutional TIF Fees 25-443-03 Office TIF Fees — -- 25-448-01 Residential Traffic Fees 25--448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg _ 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) TOTAL 8� S O L L I J nm/3;87P.WPf i I r • r, CITY OF T I GARD - RECEIPT OF V,AYMF NT RF CE:.I C'''C NO. -93-242779 CHECK AMOUNT s 8443. 50 N()ME: s TRIPLETT WELL_MAN CONTRACT CASH AMOUNT s 0. 00 ADDRESS a PO BOX 160 PAYMENT DATE: s 07/30/93 SUBDIVISION 1 WOODBURN OR 9'70'71.- ,IJRP:IOSf~ OF PAYMENT OMOUNT PAID PURTIC1SF nF PAYMENT AMOUNT PAID U I l_q I NO FSE F2M~.._._.m._. ___ .__- :^;55.'..00 ST. _ BUILD PER 17. 75 NORM DRAIN SDC 7840. O0 PI-AN CHECK FFA 230. 7'5; { k� I L iY i 1 T E WORK PERMIT #93--0007 TOTAL AMOUNT PAID -•- - -- -> 8443. 50 p I 11E hl'1 � 'y 11 k r f F""04AIi � A CITY OF TIGARD April 27, 1993 OREGON! John A. Stark Lee Ruff Stark Architects 5285 SW Hea6ows Road, Suite 340 Lake Oswego, OR 97035 Project: Hosting House, BUP93-0057 I 11065 SW North Dakota Street Dear Mr. Stark: Plans for this project were reviewed for conformity with applicable codas and are conditionally approved, subject: to the following items being satisfactorily addressed by either revised plans or additional details. 1. Fire-resistive construction is required. All gypsum board in such construction shall be 5/e inch Type "X" unless otherwise l listed in approved assembly details. . Provide details, which include fastening requirements, for all rated assemblies. 2. The entire roof-ceiling assembly is required to be one-hour Piro-resiotive construction. Detail D, Sheet A•-10, does not show n one-hour continuation at the ceiling light cove. 3 Hachanical duct penetrations of any ceiling assembly shall. be protected by fire dampers. 4. Hardware Schedule, Gr. 35 lists Door 176, which is also listed in Gr. 31. Door 178 is not listed, but should be in Gr. 35. 5. Toilet room handicap grab bare above the water closets shall be 36 inches in length. See ADAAG Figures 28/29. For lavatory open clear space requirements see ADAAG Figure 32. 6. One of the disabled parking spaces shall be a van space. See ADAAG Figure 9. 7. Confirm anchor bolt lengths for Details D, F, G, and N, shown on Sheet S-2, and Details C and D, Sheet S-3. S. Fire blocks and draft stops shall be installed in accordance with The Oregon Structural. Specialty Code, Section 251.6(f). Please provide a ropy of the shop drawings for all trusses as required by Project Hanual Div±.cion 06, Sectijn 06 190 1.2. The submittal shall also contain .information which shows how fabrication compliance with applicable UHC Standards, 1991 Edition, is attained. We note that the chord splices in several of the truss designs are placed Li the highest stress members. That condition could be altered without major design changes and would result in lower member_ stresses at the splices and a more efficient use of materials. 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (505) 684-2772 r �u�Lx �1�"'�t i,•{��•k 4'{�'* r •� Bio; The plans for the building mechanical and plumbing systems are conditionally approved and a final check of those systems will be made when application is made for the respective permits. Should changes to the design, components or energy consumption of either system be made, please provide revised plans for review. r You may get the building permit to begin construction on the project at your convenience, pending resolution of any outstanding Site Development Review items from Planning or Engineering. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, j im JaCril/� Plane Examiner FAX (503)684-7297 i IV I 1 1 f r r r nw i c 1 _ 7gugn t Ori cDI i -S 7`7 en LIP ?40nECQN.�� - +� ME R R\��' _ �lzf�3�f� To 4K lf-7-070 i 3 i Lie � � - rl ac 72 Lal AV- lip O, W�6 l , 1,680, 60 2 .3�a All V T-__.-t1 I t ►�. a 6, 4 EA d.4e OK- 5 7 - --- �. r 12 G? l 4 ------------ I f I 1 -.-_��'��h , �- 2,�� ►v, _fir,____ - - w et ,S 's �;; -- — ��_.�-.��i�►►� �'-��Eta►�, e — ----�-----_ .____— 00 �l"7 ;Maa��ttoeee^a•�crr,�'mxm.,»...._,.... „„ '.,, ;. a 7 T ^ E 9 i l i � l M f 1 r 1 2zo. _ zz- i y�,G a ��r !r'� �, Sys �� 3 639 z_2/y�r4 aw, ) Z 0,65 12- TRIPP, -- K TW arta, l� q = �f'%7 / �• lyz Z. /3� �• �J��,�G,Go1-��o, Zyz�'a,ds Z,/3� � ,n� - ®r 005 !6.S f ��,�,�„ '�'1�.;;",. .�� g7MN6BM4N0.i�J1�Flni•.iyAiKd?�w1�9-iP.h n"N9iltil�h ;�y�nax�;w�e�, ar.. ..:�... .�a.n«:,.._nnµr.+raw°f,n::,a :en..,.,,,..... .,._......,,..-.,w CK F r' I vwww All a 75 2J r 270 �s, ---- 13-76.�i a i�� • 9S' 2,��a _ ___ _ I 3eq 4- en-7 O.7 = 12, _�,�t�i1i ', 7AM� o..•»„�aww.ar�ne�c"natNK+�,w.R�'dM7��a+kR.�tcktr�,�M� a,�, ��t �tt'f ,. r £ t ° e 4 g e .. � p O /7f 4 3/ _Z , y ........p��.i. .. �:.�.....:,i i,,.<..•1 Y.f,'.l i. i'.�v: ..e i IC'Yi� u MSv�fCA.4f RMbfnt,v,,.: � - ........:......... ..• .. ....:..,-. ... . ._ .,rte: t ➢ w f rG ' c MW to I� ;M6XIO 3,6 Q, G/j G,L, _- - `�. 2 O_f- �� Z�cl -� �, 21196' _= �� S�ZG .�• _ -Z, 2 o D,6 f O,l6 p,S� y �D.Z�G�G•7z)11z 0 , 171 _ Y -�--CUA U =�/ 7�r✓��,_�s G��} Z, �, O,F r I '.,�YW�;.!aYW�rtYnh.�rly . . _.........+.,w vMWM.�*r:rr:l+,�':.t,nm,:n'nwt..wr„+e:.n.• ,..... _,.:, 4i I� S _«.�_�r-may 1 ��.�'�•�,r.,�� Y rp - r ti � 1) v..:,nr•.rrir:d>�4M�li . r a._ t J � fir 1 � r f rM>t Fry i 4� .1 Fry u�l w •. ,I • �� ,fir"i 1 �/ tl�i �� • A f f 61 Opp !WmmP11wf �.Anx�n+�rx�wur..o..:.. �+� r PA � � Y 4}I �A � .. ',� frar.-1 4+ �' ' �` ✓1 ' j �@r�� { � � � I4 1 ;. i � l IM.. �jn+. ,. + � .Irv^r„`+Ntw+ �My,..,.....�.�r+F9MiglRwwwoei► .. ��rwF.ew r�►*..wW'sw ».�.« �m+r•'h+r.,.+n...«.n�.M. .,: ., ....+...,�,. ' 1 1 ' ,-VV �1 i Y� i) r. ��'! 'v�.r rir ,M., � � +k .. �� .A�.. c7a.�y,..,•. �,n�.,s . � S h�`.��+a+ .:i�.�w�.t�� {�^�W.e+iY�.�..4w�k�•u Ain e.<r.-�., ��k _ ..„,,,•:,+R.w.„ay, tr+ a /014 a • F • y� �r k // 3 l� , .. s:,,.,r.r "ire. -i� �:'�, ,. � � ... ,. .'� ,P, .. . �_ , ..ww•win •r�i T 1 9i if ©� '51.'26.9 1' � e e�7,d107,9 62 s i 16.0�. .r i o,. 11� lR'Y�M'�MFn.n.�..... _ ..�. .,,.....n..r. r+4�u' <,t.4lsi4 klh@�AAY^'4W' �r:vr'MU.n1.Y:1N6F'AM'+Q+MS'�S'.ItIMY��Q�41\IJlM4l14YN!"Mk'1lIN�A&M4NA,kMfN,Wd'W.w+Mvt r..�slwmrw.�+xW..vMo4uraMn.trnW.lrwim.�W—� rr�s �f✓ �, d-,7 - tea- T�•��, _ I' OKI e, -1---,rte►- 74 0 37 A Nip 's v t . i I I , i , �� y, jpij 1,10 O, 7 s s _ } i q7)&3) i Z -�v � ,. '� r!"� ..�•..•,..r..,••r°w�t�'.vt��Nr.Ya)WAORr�t1Y#NNRR;7tr�ri� 'iSt�Wl�alt;EahMe'<s° .,.• - r f 9 vtg 147 -_ L,C�hCse- I�C��w�Yv✓ h��7��L r1•--7�r�� G s � "t'`rGfce(-�•� _. Air i i .�IOfAIdIYiMY '/lir�tw.�. � ypv 4 i� Sw i I TABLE IX RAINFALL INTENSITIES FOR EAST WASHINGTON COUNTY (for Ranges 1 & 2 West) f Rainfall Intensity (inches/hr) G TIME OF STORM EVENT - YR/(PROBABILITY) CONCENTRATION (MIN) _ 2 5 10 25 50 100 ! (50X) (20X) (10X) (0) (2%) (1X) 0 1.90 2.50 3.00 3.40 4.00 4.50 ' 5 1.90 2.50 3.00 3.40 4.00 4.50 10 1.30 1.70 2.20 2.50 3.00 3.50 15 1.10 1.40 1.80 2.10 2.50 2.90 20 0.90 1.20 1.50 1.80 2.10 2.40 •e 30 0.75 0.95 1.20 1.40 1.65 1,90 40 0.60 0.75 1.00 1.15 1.30 1.60 50 0.55 0.70 0.85 1.00 1.15 1.35 70 0.45 0.55 0.70 0.82 0.95 1.10 100 0.40 0.45 0.55 0.67 0.75 0.90 180 or 0.35 0.40 0.50 0.60 0.70 0.85 more J` I Yll}, i - 42 - -,, .,...+•e+•..a�bPiW119!pM1RMi.ffi7'paanv."„vvw..w .+w.sl.mlrr•�M"�. fi'7amn.•r. .. ..,..,,.,,.....or.et+rH!nRew<Mcwn-+.<,,..•.a..�,.+.rav�....._.. .. �ry a, r' Mr c a019 1 Y. M- wl(. .i... _.,.,rxNM.A'C'.M rwruM6W^rG•,riNu... .. ... I i i • 1 TABLE VII - COMPOSITE RUNOFF COEFFICIENT CHART Values of coefficient, C Existing Land Use Average Gradient of Terrain ,r or Maximum Potential Zoning Less than 2% 2% to 7% More than ?X se Lo CommercialorIndustrial Zone* 0.70 0.80 0.90 Multiple Family 3 0.60 0.65 0.70 i Duplexes, Single Family 2 0.50 0.55 0.60 Single Family b Schools 1 0.40 0.45 0.50 Parks, golf courses, Agricultural l or undeveloped 5 0.20 0.25 0.30 ` These are to be used as a guide in evaluating undeveloped land based on current zoning and where no information is available defining a proposed } development. ZONE PRIMARY LAND USE DISTRICT 1 R-5 (Residential 5 units per acre) 1 R-6 (Residential 6 units per acre) 2 R-9 (Residential 9 units per acre) 3 R-15 (Residential 15 units per acre) 3 R-24 (Residential 24 units per acre) 3 R-25 (Residential 25 units per acre) 4 NC Neighborhood Commercial 4 CBD Community Business District 4 GC General Commercial 4 OC Office Commercial 4 IND Industrial 2 INS Institutional i 5 Undeveloped, Rural 4 SID Special Industrial District - 39 - i ............... .:..wm:Wit:cN..'.?�4k�MlY7'rl s M.-wt.v..-. �.:....-..re':1 li.:ir^.1.L1 rpa F":{fFy•4lrvMND+I'r?.v? �1 .:y,.. Ny� �i<MSA.rrcaw.rm�anc.nuRvc�it�'srt�ft;?�P'i rtrh:.k F 'tip :,e•.�G�� b TABLE VIII - CHARACTERISTIC RUNOFF COEFFICIENT CHART $ • b Values of coefficient, C �1 Land Characteristic Average Gradient of Terrain Less than 2% 2% to 7% More than 7% Asphalt or concrete 0.85 0.90 0.95 Roofing 0.85 0.90 0.95 Grassy surface 0.20 0.25 0.30 s Bare soil 0.30 0.35 0.40 f � f ' !'tv i 4 k� y ,y. 40 f ti & a t, i Y I 4 L 141 s-; TABLE XI OVERLAND FLOW TRAVEL TIME OF CONCENTRATION (MIN) LENGTH OF AVERAGE GRADIENT OF TERRAIN OVERLAND FLOW (FT) 1% or 2% 4% 7% 10% or more less : A B C A B C A B C A B C A B C ` , 50 11 6.5 4 10 5.5 3 8.5 4 2 7.5 3.5 2 7 3 2 i00 15 8.5 5 13 7.5 4 11.5 6.5 3 10 5.5 2 9 5 2 It ` 200 20 11 6 17 9.5 5 15 8.5 4 13 7.5 3 12.5 7 300 23 13 7 20 11.5 6 18 10 5 16 9 4 14 8 31 � 400 26 15 - 8 22 12.5 6.5 20 11 6 18 10 5 16 9 4 _ 500 28 16 9 24 14 7 22 12.5 6.5 19 11 6 18 1.0 5 I 700 33 18 10 28 16 8 25 14 7.5 22 12 6.5 20 11 6 This Table is to be used for Sheet Flow conditions only. SURFACE TYPE: A Grassy B Bare Soil C Rooftop/Paved i i I i 1 i - 44 - - ...._,,,-•uxwO�A�F Rbd�rsw,r�+rorYa,aatr..aw a a�ft91#FlrM�t^0.+•`^�acp;rtnwam+4.uan,�";. _..«... .., AAA ;.,• ARH eAF.KF'i�..F6#;iti+WiNJ,+A:+uawrmveuw+mw�, vc' "' `.. t: f 1 A1 , ,f CHANNEL GEOMETRY V - Shape _ T -- Z a d e w ; Cross-Sectional Area(A) - Zy2 Top Width M- 2yZ Hydraulic Radius (R) = Zy ' 2�+ 1 Parabolic Shape T `A Cross-Sectional Area (A) = 2-Ty ;;7 Top Width (T) 1.5A y Hydraulic Radius (R) = T2y 1.572 + 4y2 Trapezoidal Shape E-'— b e ! Cross-Sectional Area (A) = by +Zy2 f Top Width (T) = b+2 y z Hydraulic Radius (R) by + Zy2 4 b + 2y Z i i Figure C-1 Geometric Formulas for Common Swale Shapes (from Livir►gston et al., 1984). C-6 4 .. n: •,. ,......—,..�. :.,varanur+ww«xw�OFrvfNR°idi@�fiwP�3JA�' '..,µ".""'".._. :: � .,r :w Table C-2 Guide for Selecting Degree of Retardance (a). Coverage Average Grass Height Degree of Retardance (inches) Good >30 A Very high 11-24 B. High W 6-10 C Moderate 2-6 D. Low < 2 E Very low Fair >30 B. High I1-24 C Moderate 6-10 D. Low 2-6 D. Low < 2 E. Very low i; r) �, (a) After Chow (1959). In addition, Chow recommended selection of retardance C for a N, grass-legume mixture 6-8 inches in height and D for the mixture 4-5 inches high. No retardance recommendations have appeared for emergent wetland species. Therefore, judgment must be used. Since these species generally grow less densely than grasses, using a "fair" coverage would be a reasonable approach. I I f i 9. Refer to Figure C-2 and use the selected degree of retardance and Manning's n from step 2 to obtain a first approximation of VR, the product of velocity and hydraulic radius. f 10. Compute hydraulic radius, using Vmax = 1.5 ft/s: R _ VR Eq. C-13 Vmax -I 11. Use Manning's equation to solve for the actual VR associated with this R and n: f, 1.486 VR = n Ri.667 ,;o.s Eq. C-14 where: VR is in units of ft'/s 9 C-8 i C : i r r n A • p � ■ u .... ...h'kawdpaa,•v+.,ur rel7lAi+k'44'KMaro. e 4P1 s Table C-3 Guide for Selectins Maximum Permissible , Swale Velocities for Stability (a). Maximum Velocity (ft/s (m/s]) , Cover Slope M Erosion=Resistant - Soils Easily Eroded SoiLs ~ Kentucky bluegrass 0-5 6 [1.8] 5 (15] j 'fall fescue j Kentucky bluegrass 5-10 5 (1-5] 4 [1.2] Ryegrasses Western wheatgrass Crass-legume 0-5 5 [15] 4 [1.2] Mixture 5-10 4 [1.2] 3 [0.9] 1 Red fescue . 0-5 1 3 [0.9] ^.5 [0.4] Redtop 5-10 Not recommended Not recommended (a) Adapted from Chow(1959), Livingston et al. (1984), and Goldman et al. (1986). P 10. Compute the actual V for the final des;:gn conditions: VR i` V- R Eq. C- 15 Check to be sure V < V i � max from step 4. 11. Compute the required A for stability: E � _ Q A V Eq. C-16 i i i C-12 I f. i i CITY OF TIGARD OREGON March 16, 1953 Let. Ruff Stark Architects 5285 CW Meadows Rd, Stp 340 Lake Oswcyo, OR 97015 RE: Traffic Impact Fee for LDS Church at 11065 SW North Dakota St Dear Applicant: Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $12,561.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note. (If you wish to exercise this second option please contact me for additional details.) The third is to defer payment until the building is approved for occupancy. I t Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A F notice of appeal must be received by the City Recorder no later than 3:30 p.m. on March 31, 1993 Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. i If you have any questions, or if I can be of further service, please contact me at 639-4171 ext. 390. Slnc rel , Vi Goodwin Development Services Facilitator i c: TIF file Building file I 1 I1 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -.---------- ,q A ` l:}; DATE: PLANS CHFCK NO.: PROJECT TITLE: COUNTYWIDE v5 � �C TRAFFIC IMPACT FEE APPLICANT: -- �- WORKSHEET ZrI elfroc sTroe,C �tecN�>Ecys (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS: 1 5285 SW m nu?5 a CITY/ZIP/PHONE: RATE PER 117o35 AND USE QATEQ2QRY TRIP TAX MAP NO.: RESIDENTIAL _ _ $146.00 6 s 6A,cb 7,4 sr —BUSINESS AND COMMERCIAL $37.00 SITUS NO.ADDRESS: FFICE $ /s/ 3 y DZ3 7L 300 IND- U,TRIAL _. 141.00 INSTITUTIONAL $60.00 PAYMENT METHOD: QASHICHECK _ ti. Cf EDIT INSTITUTIONAL ONLY: BANCROFT(PROMISSORY NOT LANri USE CATEGORY DESCRIPTION%F USE EEKDAY AVG. TRIP RA WEEKEND AVE TRIP RATE F DEFER TO OCCUPANCY .�y,2�,,/ I S-bo Cst�vr�-1 '1• `TD �•al�' BASIS: /J ll+GG(Ll�riZ`"� CALCULATIONS: Sr F 7x/l-1 RA>E //V DOLL•4�b 7//= I i � q S,7G x _ --x r7.�0� f C7 x le?ie') 6p,po =- 1�,5/L63'= 7 PROJECT TRIP GENERATION: G _ _�oT�9t f1�'1D FEE: 999 F ADDITIONAL NOTES: FOH ACCOUNTING PURPOSES ONLY: 7 G._S. F =- %wWf.4;A.Vi) 4'--j2USS St W 41er' M,4ss 71C'A14,,s17' t z,Zyq.00 _ R to, ;76200 `t PREPARED BY, 17 . zq6 go CC: WASHINGTON COUNTY TIF NOTEBOOK form tiftl) 'Gf.rirr,wvno+..y•••__ ,. *r:.ru.Jer`YRN/>11r1WQt,{,)p Xror .R,.a--, w.1'nvM ErtOM)ggsy mklfAlw.W,'M'.,5�rf'.:..-.. - ^'""'a•"--:'. r;"raw, . npaTer_N;�nrsmxa'�txwwn*At�Miryry7yll�lf t sly r , r, t �h a i • • 4. I F I I ttI a k 1 ('Ll 'I tot 7 Ll:Ftrl'� r�F.CE_ Tr•IT (if 4 ►•1'rmFNT ME11. 1 1 MI, OMt U14 r' : 410'-). AllO t,4 r ,'�11i.)Ftlw'fiw; �.4, L.6i'r1 I'AlIP IA rF rlr'L.E ;srr,<'F 'I PAYly1E.NI DATE : 0,3 l.`'rr93 :A.Ikl0I V I ION i I p-71,P,+F N t ►,Mr,t.►r,r) Fir►i l> r,u w,Ol iF OF POYMI Nr EaMcir. N 7 POU-) r I I c `.i�V' .A��, 71 It3l.��r N VAL,L. r'.%.'. f 0 I y: , !!I I f f r i I r�:►rlal.. (II�11l1►r,ll I 4 I y� L. P. 4TH4Y & ASSOCIA�ES� INC* Cor'15ULTIHG ELECTRICAL CNGINCEZS 9C 13 N.E. Hwy. 99 - Sults R Vancouver, WA 94194111 (206) 574-0199 (603) 2111 246• FAX TRANSMITTAL FORM DATE: r TIME: FAX TRANSMITTAL TO: COMPANY NAME: _ ,r FAX NUMBER.: _ 1 FAX TRANSMITTAL FROM! ATHAY & ASSOCIATES, INC. 9013 N.E. Hwy. 99 - Suite R Vancouver, WA 98665 Telephone No. : ( 206) 574-0199 ( 503 ) 285-2456 Fax Phone No. : ( 206) 574-0209 Number of pages being transmitted including this sheet: REGARDING: T" 00 0 le L- L D C 0 i Or r A rr'rr7 S tA+% y , 06 fi4 R I i i s if iiy t �P 193-03-12 11:42 ATHAY 8 ASSOCIATES Form !Se INTERIOR, UGH TING POWER PAC) F� 1 >✓., ItimtCnot (a) (b) (c) (d) (e) p ting Power Density Floor Area Multiply Power Cccupan Group Space Type (W/s1) (sl) (c)by(d) , Budget ,a Z . C H V P-C h ' , �7 G 8 a 9 57 171. 1-otal Interior Lighting Power Budget(W). Add amounts in column(e) '3 Z Q t Interior (a) (b) (c) (d) (e) (f) _ Optional C6ntrolCredits L g2lltlg Luminaire Description: Lurnin• From M Quani'ty (g) (h) (t) O) Power Fixture nire Tab. of Ounmity '. Lum, Lamps Power 5e? Lumi Multiply Control PAF with Multiply 'Cohatne(0) I I� Ballasts - (W) (Y/N) naves (c)by(e) Code Value Controls (c)x(h) x(1) through N are R F&G� - — OPf� N F 1 �- © w w g 6 Y 5�- fib }- ��` a,30 6 155 controh•m Used - enter the PAP value ftm COVIN _,t U Cade 1*4 bellow F Z �- �o w W 17 2 Y 2.+ 4 I Z81 If you hew mom Iurrdn"vomSU �5, ( room,Men can 01 on this km CIO I N �' o 86 Y 6"2 5 roDerh "eho►vn brbw. bw,ny _ -- ---- — oneby -A� d 't^' 84 Y epprhpreete Ole, _ LF 6 5o Y 117 c� _ - BJ � F7 S6� Y - 3a ZSg � 34 F8 _ Y — --20 s '�-'�-_ 50 /t 6 Fq Y 2. Total columns(f)& 3. Total Adjusted Lighting Power(W), Subtract 2 0)from 2(11 4. Does design most target? Enter"Y"if line 3 is less than line I. Otherwise,redesign. ,` J CoIItsol _ eylight Senaing,_ Code PAF Other Control T pas PAF Code Orvoff Cods O 0 10 =Programmable Timing P C'.15 Multi-Stepped Dimming M 020 lumen Malntenance t Continuous Dlmmin 0.10 gC 0�0 Occupdnc r Sensor 0,30 ✓ 1 11'43 ATHAV R ASSOCIATE`- P.3 Form 5a INTERIOR LIGHTING POWER FAG E 2 " s Interior 01) (b) (C) Lighting Fuwer Density Floor Area Multiply Power Occupancy Group Space Type (W/sf) (sl) (c)by(d) Budget -_--- i I. Total Interior Lighting Power Budget(W). Add amounts in column(e) Interior (a) (b) (c) (d) (e) (1) Optional Control Credit$• Lighting Luminaire Description: l.umin• From Quantity (g) (h) (1) (J) Power Fixture aire Tab. of Quantity Lurn. Lamps Power 5a? Lumi• Multiply Control PAF with Multiply •%,plumnj(D) 1.D. Ballasts (W) (Y/N) nairgs (c)by(e) Code Value Controls (c)x(h) x 11) lhrouph 0 are p o n&* n oatbolr an uwM, 50 Y -300 �I� dinar ft PAR -- value ham Control t W L. Code 7AW bobw. I l V I Y N you haw Marr — runNhtiwMr C (G �aN 1 84� CEX F-2 k C)F, I on this/omr,of W A L,L. b y a mar rami F 13 ,_ 10 0 100 1 ro��•tha as shown _ 1 bdibw. bwno& did^ Vie i J y a F15 �- l5� M THF/l etc- Al F 6 1-72 s 258 Y `}- I o3Z i _ . FigF�,�,,F 86 Y !8 548 9 -- — E 5 2. Total columns(q 8 3. Total Adjusted Lighting Power(W). Subtract 2(j)from 2(f) 435` 4. Does design meet target? Enter^Y'if line 3 is less than line 1. Otherwise, redesign t Control Daylight Sensing _ Code PAF_ Other Control T Code Uri/off ~'-� — YPe• fCode PAF 1 0 0.10 Programmable TimingL UTable Multi-Stepped Dimming M 0 20 Lumen MaintenanceContinuous Dimming C 0.30 Occupancy Sen.gor i i ti r_i 11•-1 0THH 1 i ;}nrIATES _ r I Form 5a INTERIOR LIGHTING POWER PAc,F� -3 ' Interior (a) (b) (c) (d) (e) ) Lighting Power Density Floor Area Multiply Power Occupancy Group Space Type (W/sf) (sI) (C)by(d) Budget - I 1. Total Interior Lighting Power Budget(W), Add amounts in column(e) Interior (u) (b) (c) (d) (e) (1) Optional Control Credits• Lighting Luminaire Description: Lumin• From Quantity (g) (h) r, Power Fixture afro Tab. o1 Quan'ity ; Lum. Lamps Power 5a? Lumi- Multiply Control PAF with Multiply •Columna,(D) 1,D, Ballasts (W) (Y/N) naires (c) by(e) Code Value Contro s (c)x(h)x(i) though 0)my L L- A K. opkna y F19 Y I$ 6 ( 2, ( enk.,the PAF VOW Nom conn COde r&*bektiw, Flo I C,6 LIA__ 7 3 Y (F x (Z-t o(-) U you hew mcw typn4vr4mb or --t - l --� r ( roars than can til on this/arm,ft I or mom abm s F ro pat»r ar shown b*Am. to"wy - - "ch papr by awn,ft 13 5 6 ` agpropreah tIN, YL 3 2, Total columns(t)b ��I rn 7 3. Total Adjusted Lighting Power(W). Subtract 2(j)from 2(1) 4. Does design meet target? Enter•Y"if line 3 Is less than line 1, Otherwise, redesign t Control 1I ghl Seneingy� Code PAF i'—Other Control Types Code PAF Code ONoff O 0.10 Programmable Timing `✓Tlllti0 Mutll-Stepped Dimming M 020 _ P 0.15 Continuous Dimming C 0.30 Lumen Maintenance L 0.10 Occupancy Sensor S 0.30 ,a A '93-LAS-12 11:46 ATHAY & ASSOCIATES F c Farm 5b PAG TAG E: :h. INTERIOR SWITC�II1. ..� LUMINAIRE COUNT (a) (b) (c) (d) Not#1: Cheat if I Count of Interior Non-exempted Luminaires and Control Type space is under - - — 400ofand his "' Z5 a ; i; I.D I.D. I.D I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. indlvkfual local w p m o w controls. � g � , [FI1fFlblfFlSlff=91 [f=31fF�}lf 1f 1f 1 ( if 1f I ( 1 Note 2: Check 11 Room .Umber o Code Code Code Code Code Code Code Code Code Code Code Code Code 3 _ f 1f 1 [ Jf 1f if li l ( if 1f if 1f 1I 1 ;` tpaes Is over SAO or Description sr and has controls to I 1 docrsass Nghtlnp O F F t 2. po►w,by10 — 4- -- ons-half,while ` D FG . ✓ malnllMnp nsrt/a! - lighting thowhow 10 3 O r the space. Nors 3: Clack If f 044 F ( z. space has - _ _— windowe and has 1(35/C or r H/A cont*to tum olt --- fixtures nearest to 106/ i windows. M E N'S V' Column(s),enter 107T0 W. 1� the lum/naln I 0(3 — aenrMcanon number, 11 ✓ __ lighting control Iso used,enter f 1 R control cods from -- Control Code N v Table below. If you hats more ►umlruUn _ fypea bontrols or 112 � rooms than can n► — - on this kvm,the 13 C J S T ✓ _ 1 '� fwo or mon lentis _ tcpsttw as 114 — shown below, Roo M ✓' I Identify each -- Pago by dmllno the appropnatl ---- _- - - _ rile II-7 Srr , 1A 18 is 118 GLS zA 2e 2C 1 I C1 G 1✓{Z 2 3A 38 3C L4A 48 4C 1, Total luminaires Zb 1 Control Daylight Sensing - Code Other Confrol Types Code Code OnrOli O Programmable Timing Table Multi Ste p pped Dimming M Lumen Maintenance L Continuous Dimming C Occupancy Sensor S '93-03-13 11:47 ATHHY 8 ASSOCIATES -- - P.6 ` Fora 5b PA G .INTERIOR SWITCHING & LUMINAIRE COUNT Nowt. Check If !e) (bl !o) ldl -- Cou-,t of Interior Non-exempted Luminaires and Control Type spew s to wide, - - - - 'a 400#1 end has 1.D. 1.0. 1.D. 1.D. 1.0. 1.D. 1.D. I . I.D. 1.D. 1.D. 1,D. 1.0. �� 1"I g g g (F'11PF,$ IF81 (F'R1 (F31 (F131 ( 1 ( 1 ( 11 1 ( 1 ( 1 ( 1 y Non 2. Check It Room Number C �S Code Code Code Code Code Code Code Code Codp Code Code Code Code e + space lsOver 400 or Description ✓j W j st and has -- - - controls to dense llghtlog — Pow by ' on"If,while F C melndndnp fhtth t0ou �3/C Nghouphw,t ✓ - -- 4--- -- - --the Spam. Note Jr Check 11 4�G (l. ✓ Z ,van has --7—-- Wridow�r end has C L `L ✓ (_ controls to tum on -- - - fixtures nearest to ( 1/ windows. 2 6 G L-nom. Column(a),enter the luminaHv i*4911allon nonw If d,p Donna b use3 I/V EST, ✓ ' used,enMr It1A _ control oode from Control Coco 3�"/V E ST ✓ 1 Table below. 111/ It you have more lumklelre ( � tyweroonmors or C �-(Z ✓ Z rooms than con lit 135/ on this",106 :J( G 1.R V Z two or snore forms A 3 shown below. ✓ Idenif y each _ age by dong 137/C L'Q the SAVrOPrran — nle. 138 C I,V_ ✓ 13q C L.(L ✓ - 1A 18 1C 140/C L ✓ 2 _ 2A 28 2C ISI `rTAIZ ✓ 3A 38 3C F` 4A 4B 4C 1. Total luminaires - �-7 2 2 3 I COntIT01 'Deytight 9eneing `J Code Other Control Types _ Code Code on/off 6______ Programmable Timing P Table Multi-Stepped Dimming M Lumen Maintenance Continuous Dimming C Occupancy Sensor L L 4 '93-03-12 11:49 ATHAY 8 ASSOCIHTES �15k • Form 5b PAGE. G • INTERIOR SWITCHING & LUMIN,A►IRE COUNT (a) (b) (c) (d) (e) • Nolo 1: Cheok if Count of Interior Non-exampled Luminaires and Control Type p space is under r 400of and has N I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. � n lloo.l g 0 (FI I F31 (F41 (Fig] (F91 (FIC (FAA [P71 ( F-9 (Flol IFI'a (f2) ( 1 Code Code Code Code Code Code Code Code Code Code Code Code Code ee Nob?: Check if Room Number n ; 3 k space Is over 400 or Description (✓) (✓) (✓) ( 1 [ 1 I 1 ( 1 ( 1 I 1 ( 1 ( 1 ( J [ if I ( 11( 1 r of and has ,� — --- -- controle to decrease Nghting Corr N R 1 6 power by 14H MAT, one-half,while ✓ Iva, malntlning pert/at — Ilghttng thoughouf 14�/5 T t��_ ✓ _ 1 the face. _ Non 3: Check p 14 6/V F 5�" space has I� '- wfodows and hat '-7k L t? Z conhWs to tum off fixtures nearest to windows. I Column(0),enter 15)LCLr'--- ✓ - Z the AN1"fre - - ldeniftatfon 152 number. IfC l/gh"control is 153 used,enter fhe /C I_e 2� htx ✓ Z control code n — Control Coe, 0 F F t c ✓ 4 Table below. If you have more / f:F'r F _ `T Iurnkmiry nve~bow a 156/G LE 2 IL 2 rooms than can Of on tuff brrr►,rile IS7/�L two off""bms together u 15 8 shown bebw. S PtG. 1/i 1 Identty each age by dm#rV15q o5T rN the oppro"we — _ rile. 16O/C HAPEL v _ _ 6 10 22- �6I CULT, 1A 18 1C I ?,/CN LT, v S 2A 28 2C 161/ctA 3A 38 3CTTIC L R 4A 48 AC F. Total luminaires •Ld ,O I b 10 30 A CantrOleth Dayllpht Senslny Code _ er ControIT pee ode C Code On/011 O Programmable Timing p Table Multi-Stepped Dimming M Lumen Maintenance L Continuous Dimming t= Occupancy Sensor S �--�-r�+ Miro, + i '33-03-12 11:50 ATHAY !� Form 5b 0&6 F • INTERIOR SWITCHING & LUMINAIRE COUNT 4 Nate t Cheat It Count of Interior Non-exempted Luminaires and Control Type "! #Pace h under — -- r 400SIF aid hasN ch L0. LD. LD. LD, I.O. I.D. I.D. I.D. I.D, 1.0. I.D. I.D. LD. I.D.g IFI IF61 IF51 I1:161 IFK�1 [ 1 I l ( l I 1 ( 1 ( 1 I l I 1 confrols. g � C g Note P: Check it Room Number �' y Code Code Code Code Code Code Code Code Code Code Code Code Code = " a � ; `" I 1 ( Jf 1f 1I lI 1 ( lI lI lI lI 1l iI 1 #Pace is over 400 or Description (✓) (✓) (✓) • s/and has - controls to b5 2 ✓ 0 I; deonase Nghting Power by one-W wh14 h F maln"V partial NghtMp thoughout 6 6 Fac I t N — the spate. _ Note 3: Chock it 67 E X I-F N/ f *soe has windows and has controls to tum off fixtures nearest to windows. Column(a),enter the tumMaln rdennnadon number. M lighthlg oontrol is used,enter the conhol crde from Control Code Table Wow. -- - If you have more luminaln typesroontrols or rooms than can lit on this tbrm,lite two or mon forms _ together as shown below. Idend y each — - - page by dnc#ng the aponWestl rile. 1A 1B 1C --- 2A 28 2C 3A 3B 3C L4:At48 4C 1. Total luminairesCont Code `Dayll Ohn/ f __Sensing Cade _�� Other Control Types Coda O Programm&ble Timing p Table Multi-Stepped D'.mming M lumen M9intenance L Continuous Dimming C Occupancy Sensor S Il ,., •, •P'a7F "q"r' ' �_. .- —12 11:52 ATHAY $ A`SOCIATES Form 5c EXTEMOR LIGHTING A c, C 8 . Lighting 1. Length of building �- Power g g perimeter(It) q Budget ` 2. Total Exterior Lighting Power Budget(W), Multiply line 1 by 7 5 A O Exterior (e) (b) Luminaire _— Count of Exterior Non exempted Luminaires %:aunt Automatic Lum Lum. Lum. Lum. Lum. Lum. Lum. Lum. Type of Controls? I D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. AM exterior Exterior Lighting (Y/N)• lumimk"must I — Mw avrornatic controls — — 3, Total luminaires I T Exterior (a) (b) Luminaire Description: (c) (d) (e) (>7 Lighting Fixture _ Luminaire From Power Luminalre Lamps Power Table 5a? Number Multiply 1.D. Ballasts (W) (Y!N) of Luminaires (c)by(e) `- F. I I L- Q k-r - -----j-- `' A 6 _! Y L �r 3 5AVL ' •� z 8 8 iUr M a I ,. Total Exterior Lighting Power(W). Total amounts in column(1) S. Does design meet target? Enter^Y"if line n ,s less than line 2. Otherwise,redesign, i I vyAl V ITYOFTI BUILDING FIE F3hl 1 T GrAPEWIT #. . . . . . . : BLJP93-0004 COMMUNITY DEVELOPMENT DEPARTMENTCRD OF in 3126 SW HWI Blvd P.O.Ba 23307,Tip M,Orepn 97223(60004ift I 1 DATE ISSUED: 0 i/2 0/9 3 SITE ADDRESS. . . : 1 1 V165 SW NORTH DAKOTA ST FIARCEL: 1 S 134DB--003001 SUBI)l V 151011. a o . ZONING- R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . s REISSUE: FLOOR AREAS------------- EXTERIOR WALL COIVS'TRU(.:;T I C1N- CLASS OF WORK. :DEM F=I RST. . . . : s f N: S. E: W TYF IE OF USE. . . .-SF SF_COND. . . : s f F'RO rEC T __-- TYFIE OF CONST. :5N THIRD. . . . : c f N: S: E. W: OCCUPANCY GRFI. :R3 T OTAL___._._.__s 0 S f ROOF' CONST: FIRE RET'? : � OCCUFIANCY LOAD: BASEMENT. : s f AREA SEP. RATED: ST OR, : HT f t GARAGE. . . : s f OCCU SEP. RATED: BSMT?: ME:ZZ?: REUD SLTBACKLi--_.__..___._._ REQUIREii- FLOOR LOAD. . . . : p s f LEFT: ft RGHT": f t F=I R SFIKL: ShIOK DE F. . w DWELLING UNITS: FRNV: ft REAR: ft FIR ALH11: HNLICFI ACG: BEDRhIS: BATHS: 1 hIE) SURFACE- F'RO CORR: F'ARK ING: VALUE. f : 0 Remarks: Demolish existing SFD and related accessory bl_rildings. All debris to b removed. Owner,: __.._.__._,.__._____._.__.__.___._____._._.____._____.___________._____.__.__... FEES LDS LHURCH type amol.int by date recpt 50 E IV TEMPILE 22ND FLR FIRh1T $ r5. O0 HCR 01/20/9:3 5F-,CT $ 1. 25 BCR 01/20/93 " R 4 SALT LAKE CITY UT 84150 � Flhone Contractor^e --•--.___________.__._.______._.___._____._.____ F .TOSEFIF-I FIUG14ES CONSTRUCTION 10110 SW NIMBUS SUITE H--1 T I GARD OR 97223 I=hone #: 62'O--81,34 $ 26. 25 TO•TOL Reg #. . : 45645 -- - --- REQUIRED IIVSP,LCIIOIVS - - This perkit is issued subject to the regulations contained in the Fli.Imp/Fill Septic Tigard Municipal Code, State of Ore. Specialty Codes and all other Cap sewer line applicable laws, All work will he done in accordance with Final Inspection � __ approved plans. This permit will expire if work is not started - within 180 days of issuance, or if work is suspended for more than 188 days. j _._..._...........__ F='e r m i.t t e e 1 S S I.r e d B Call for inspection - 6:39--4175 P 1 i I 1 i 1. 13123 SW fiau uNa. PLNCK/RECT # CITY. OF TIGA,RD PERMIT # COMMUNITY DEVELOPMENT DEPARTMENT Tigard,Oregon 97V3 (5036391-4171 DATE ISSUED JOB ADDRESS: _��[��„�S __art �/ i7/%'�'raT/9-- TAX MAP/LOT SUB: ___ LOT: _ LAND USE: VALUATION: — _- OWNER SPECIAL. NOTES i NAME: _ G REISSUE OF: ADDRESS: -s'c� n/ _ c.ti� h'c E 2 Z �- LAST REISSUE: //BFLOOD PLAIN/ •. PHONE: _ SENSITIVE LAND: _ CONTRACTOR APPROVALS REQUIRED I NAME: — PLANNING: _ ADDRESS: __ _ ENGINEERING: FIRE DEPT: _ PHONE: ___ �_ OTHER: - CONTR. BOARD #: EXP DATE: ITEMS RCQUIREO SUBCONTRACTORS: PLUMB: _ _ �.— LIST/SUBCONTRACTORS: _ MECH: BUS TAX: ARM.BGINEER CALCULATIONS: —_ NAME: ___ TRUSS DETAILS: ADDRESS: OTHER: PHONE: PROPOSED BLDG. USE: COMMENTS: APPLICANT SIGNATURE -- Received By: DaLe Received: l All- T� # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE PERMIT # ACC i 10-432 00 Building Permit Fees - � 10-431 00 Plumbing Permit Fees --- 10-431 01 Mechanical Permit Fees - � S 10-230 01 State Building Tax (5%) 2 -- Building Plumbing Mechanical 10-433 00 Plans Check Fee Building Plumbing Mechanical _. 10-230 06 Fire - 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees — j25-448-04 Industrial TIF Fees ---- 25-448-06 Institutional TIF Fees — __- 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees — 52-449 00 Parks System Dev Charge (PDC) — 31-450 00 Storm Drainage Syst Dev Chrg I (SSDC) -- - 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) 10TAL nm/3587P.WPF i ppi, yy�� 1 st'' Al I' 6fr �N ,� .� ._ "k? f 1 ti+ ti tI _Vl (AF M►�YMEN'1 F1F.0;F PT N(J. CHEt.'JlAMOUNT CASH AMiJUN f' z ►A. 00 1'JFtME c 3t5: Iwf 11 t�ilf fi{' i .�II�NE 01i; 4� 9 6aTJT:►i2E:. i C ONS T'NUC'.''T:[ al1NL')TVI4 ON, I NL; 1.01.70 SW NIMBU�3, PA I A +;� I:)( �'11'!MF.N 1 AMOUNT F''"I D pi,)PPOBE OF PAYMENT AM1.iL11'4'1 ...... t'F:RM T'.IIF'9�?; 04 E;T. BUILD PLR V I T 17'1 1'11.. t-CMOLJNT PATI.) i, i f i {1 i t —7-Irroject Mann- _V! wl TIGARD 1, METZGER 1 & 2 ...; _ ,,. ... -0Mf9 . IMO!09UNT �LAT UVAY WARDS KEEITHH(T IHHO U2]E 11065 SW North Dakota Street Tigard,Oregon 0. $lp OL �t.OF 0 INITIAL SUBMITTAL SET January 15, 1993 LEEr�X:t»:tet RUFF ^STARK 0 A R C H I T E C T S 5285 S.W.MEADOWS ROAD. SUT P.340•LAKE OSWVC30,OR•97035 (503)684-4747 FAX(_'03)684-4747 PM Tlgard/MoUgier Meeting House DMMw 00 TABLE of CONTENTS w BIDDING REQUIREMENTS NOTICE i0 BIDDERS INSTRUCTIONS TO BIDDERS INFORMATION AVAILABLE TO BIDDERS Geotechnical Data ^� SAMPLE FORMS a� Substitution Request Form Bid Form Proposed Subcontractors & Suppliers List Form of Agreement -4 Construction Material Asbestos Statement Operation& Maintenance Manual Submission Cover Sheet CONDITIONS GENERAL CONDITIONS SUPPLEMENTARY CONDITIONS SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS 01 000 GENERAL 01 010 SUMMARY OF THE WORK I' 01 011 WORK COVERED BY CONTRACT DOCUMENTS r01.013 WORK UNDER SEPARATE CONTRACT 01 040 COORDINATION 01 045 CUTTING&PATCHING 01 060 REGULATORY REQUIREMENTI 01 062 EASEMENTS, PERMITS, & REGULATIONS 01 090 REFERENCES i t 01 092 ABBREVIATIONS !. AIR 01 100 SPECIAL PROJECT PROCEDURES 01 101 SPECIAL SERVICES REQUIRED 01 102 ACCELERATION OF THE WORK j I 01 200 PROJECT MEETINGS i I Tee•Ruff-SIM(Architects 1.1 I Plige AQ , F '•R" ' TigardlMotzgor Meeting House pn,;cbn00 r~ 01210 CONFERENCE 01 220 PROGRESS MEETINGS 01 300 SUBMITTALS 01 301 GENERAL 01 310 PROGRESS SCHEDULE 01 315 SUBMITTAL SCHEDULE 01 320 PROGRESS REPORTS 01 340 SHOP DRAWINGS, PRODUCT DATA, & SAMPLES 01 370 SCHEDULE OF VALUES 01 400 QUALITY CONTROLS 01 410 TESTING LABORATORY SERVICES 01 440 CONTRACTOR'S OUALITY CONTROL •. 01 500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS 01 511 TEMPORARY ELECTRICITY 01 512 TEMPORARY LIGHTING s 01 513 TEMPORARY HEATING,COOLING,&VENTILATING 01 514 TEMPORARY TELEPHONE 01 515 'TEMPORARY WATER 01 516 TEMPORARY SANITARY FACILITIES 01 527 SCAFFOLDING, PLATFORMS, ETC 01 533 EXISTING TREE& PLANT PROTECTION 01 534 TEMPORARY ENCLOSURES C 1 542 PROTECTION FROM SNOW& ICE 01 543 BRACING, SHORING,&SHEATHING 01 544 PROTECTION OF PERSONS 01 545 PROTECTION AGAINST WEATHER ' 01 546 PROTECTION OF EXISTING WORK 01 547 FIRE PROTECTION 01 548 PROTECTION OF ADJACENT PROPERTY 01 551 ACCESS ROADS 01 561 CONSTRUCTION CLEANING 01 568 SURFACE WATER CONTROL 01 5f 3 PROJECT IDENTIFICATION& SIGNS 01 591 OFFICES 01 592 SHEDS 01 600 MATERIAL & EQUIPMENT 01 610 DELIVERY, STORAGE,& HANDLING 01 630 PRODUCT OPTIONS& SUBSTITUTIONS l LeePIRT • to rc facts - ego ., t - , DIVIdon 00 Tigard/Metzgar Meeting Howse «. 01 700 CONTRACT CLOSEOUT 01 710 FINAL CLEANING 01 715 FINAL INSPECTIONS&ACCEPTANCE 01 720 PROJECT RECORD DOCUMENTS ,.y Q1 730 OPERATIONS&MAINTENANCE DATA ask 01 740 WARRANTIES& BONDS i "* DIVISION 02 - SITE WORK r 02 100 SITE PREPARATION 02 110 SITE CLEARING ., 02 200 EARTIAWORK 02 211 ROUGH GRADING 02 212 FINISH GRADING 02 220 EXCAVATING, BACKFILLING, &COMPACTING 02 233 GRANULAR BASE 02 283 VEGETATION CONTROL 02 500 PAVING & SURFACING 02 510 ASPHALTIC CONCRETE PAVING 02 521 CAST-IN-PLACE CONCRETE SITE ELEMENTS y 02 580 PAVEMENT MARKING 02 660 WATER DISTRIBUTION + ~� 02 668 POTABLE WATER SYSTEMS Ma 02 680 FUEL DISTRIBUTION 02 685 GAS DISTRIBUTION SYSTEMS 02 700 SEWERAGE & DRAINAGE 3 02 712 FOUNDATION DRAINAGE SYSTEMS 02 720 STORM SEWAGE SYSTEMS } 02 730 SANITARY SEWAGE SYSTEMS "1 02 800 SITE IMPROVEMENTS 02 811 UNDERGROUND IRRIGATION SYSTEMS �. 02 900 LANDSCAPING 02 921 SOIL PREPARATION & SOIL MIXES 02 933 LAWN SEEDING 02 934 LAWN SODDING 02 950 TREES, PLANTS, & GRO►JND COVER 02 970 LANDSCAPE MAINTENANCE Lee• a Architects �7i�-Page d.' a. I W 00 Tigard/Metzger Meeting House Division DIVISION 03 - CONCRETE ' L� 03 100 CONCRETE FORMWORK 03 110 CAST-IN-PLACE CONCRETE FORMWORK 03 200 CONCRETE REINFORCEMENT 03 210 CONCRETE REINFORCING STEEL �. 03 300 CAST-IN-PLACE CONCRETE 03 313 NORMAL WEIGHT STRUCTURAL CONCRETE 03 370 CONCRETE CURING F 03 371 CONCRETE CURING COMPOUNDS 03 600 GROUT 03 603 NON-METALLIC GROUT DIVISION 04 - MASONRY 04 100 MORTAR & GROUT 1 04 101 CEMENT& LIME MORTARS 04 105 MASONRY GROUT 04 160 MASONRY ACCESSORIES 04 151 ANCHOR&TIE SYSTEMS 04 161 HORIZONTAL JOINT REINFORCING 04 162 MASONRY REINFORCING STEEL 04 '175 PLASTIC WEEP VENTS 04 200 UNIT MASONRY ' 04 211 BRICK UNIT MASONRY 04 220 CONCRETE UNIT MASONRY(Block) I� 04 400 STONE d 04 402 STONE MEETINGHOUSE SIGN d se• uff-Stark Architects J11103 - age! f ,.q .. v^W.HeM•eYepIwYY4�waa`ww-...... _ .. ...,..., ....,., ... ....,. a :4 TigarclMletzger Meeting House D~00 DIVISION 05 - METALS 05 030 METAL FWISHES 05 031 PRIMING ma 05 050 METAL FASTENING 05 051 BOLTING 05 057 WELDING r t e 05 100 STRUCTURAL METAL FRAMING 14 05 120 STRUCTURAL STEEL 05 500 METAL FABRICATIONS 05 521 HANDRAILS& RAILINGS 05 555 METAL BRACKETS 05 561 WALL HOOKS 05 563 GLU-LAM CONNECTIONS 05 700 ORNAMENTAL METAL 05 705 SPACE CLOTH 05 715 PP.EFABRICATED SPIRAL STAIRS I °'h Sj DIVIS10FI 06 - WOOD & PLASTICS 06 100 ROUGH CARPEVTRY 06 110 WOOD FRAMING 06115 SHEATHING {� 06 120 GLASS REINFORCED CEMENT BOARD 06 170 PREFABRICATED STRUCTURAL WOOD 06 182 GLUE-LAMINATED STRUCTURAL UNITS 06 185 LAMINATED VENEER LUMBER -LVI. 06 190 WOOD TRUSSES (Trussed Rafters) 06 196 PLYWOOD WEB JOISTr' 06 200 FINISH CARPENTRY O6 201 GENERAL FINISH CARPENTRY O6 205 MISCELLANEOUS TRIM&MOLDING s, 06 710 DOOR&METAL FRAME INSTALLATION Ob 221 SPEAKER ENCLOSUPE.F' i f rr I ") ee-7ulf•Stark Architects �ill 6193 - Page M, ;b u J' i. r rat- •A -1'' Tlpard/Matzper Mosanp House -- Divisim 00 06 400 ARCHITECTURAL WOODWORK 06 401 GENERAL ARCHITECTURAL WOODWORK 06 410 CUSTOM CASEWORK 06 415 CLOSET&STORAGE SHELVING 06 420 PANELWORK 06 430 STAIRWORK&HANDRAILS 06 450 STANDING&RUNNING TRIM DIVISION 07 - THERMAL & MOISTURE PROTECTION : 07 150 DAMPPROOFING 07 160 BITUMINOUS DAMPPROOFING 07 190 VAPOR RETARDERS C7 192 LAMINATED VAPOR RETARDERS ' 07 195 AIR BARRIERS 07 196 AIR INFILTRATION BARRIERS 07 200 INSULATION Ir-V T• 07 212 FACL)BATT& BLANKET INSULATION 07 213 EXTRUDED POLYSTYRENE BOARD INSULATION 07 270 FIRESTOPPING 07 276 PENETRATION FIRESTOPPING 07 300 SHINGLES & ROOFING TILES 0.1 312 FIBERGLASS SHINGLES 07 400 MANUFACTURED ROOFING & SIDING 07 460 METAL SIDING 07 471 METAL. SOFFITS 07 472 METAL FASCIA 07 500 SHEET ROOFING I" a_ 07 527 MODIFIE=D BITUMEN SHEET ROOFING 07 600 FLASHING & SHEET METAL 07 621 GAL`IANIZED IRON FLASHING&COUNTER FLASHING 07 622 ALUMINUM FLASHING R i.;OUNTERFLASH!tiG 07 634 METAL VALLEYS r 07 637 ALUMINUM GUTTERS& DOWNSPOUTS 07 650 FLEXIBLE FLASHING e�3`ta Architects 1/1519Y vageT z: a, f {p NardlMetzger Meeting House Dlvlalon 00 07 700 ROOF SPECIALTIES & ACCESSORIES 07 725 RIDGE VENTS 07 900 JOINT SEALERS F 07 920 SEALANTS& CALKING DIVISION 08 - DOORS & WINDOWS • 08 100 METAL DOORS & FRAMES 08 111 STANDARD STEEL DOORS 08 119 STANDARD STEEL FRAMES � 08 200 WOOD & PLASTIC DOORS *� 08 211 FLUSH WOOD DOORS i 08 300 SPECIAL DOORS 08 305 ACCESS DOORS 08 360 SECTIONAL OVERHEAD DOORS "! 08 400 ENTRANCES & STOREFRONTS w.i 08 410 ALUMINUM ENTRANCES & STOREFRONTS 08 411 ALUMINUM ENTRANCE HARDWARE 08 600 WOOD & PLASTIC WINDOWS 08 610 WOOD WINDOWS 08 700 HARDWARE 08 701 GENERAL HARDWARE REQUIREMENTS 08 711 HANGING DEVICES 08 715 SECURING DEVICES 08 720 OPERATING TRIM 08 726 CLOSING DEVICES 08 733 STOPS & HOLDERS 08 736 ACCESSORIES 1 08 751 KEY CONTROL CABINETS 08 800 GLAZING 08 810 GLASS Lee•Ruff-StsA Architects — t ape 7 - onow � f I _...... ... .. _..«. -..rte: 1 f` TlperdMletzper MeeUnp House DMOm pp DIVISION 09 - FINI :SHES 09 100 METAL SUPPORT SYSTEMS 09 120 CEILING SUSPENSION SYSTEM ¢ 09 130 ACOUSTICAL PANEL SUSPENSION SYSTEM 09 250 GYPSUM BOARD 09 260 GYPSUM WALLBOARD 09 275 GYPSUM BOARD TEXTURED FINISH j 09 300 TILE 09 311 INTERIOR CERAMIC TILE w SETTING BED w 09 312 INTERIOR CERAMIC TILE wo SETTING BED 09 500 ACOUSTICAL TREATMENT 09 511 ACOUSTICAL PANEL CEILINGS 09 512 ACOUSTICAL TILE CEILINGS 09 522 ACOUSTICAL WALL PANELS 09 550 WOOD FLOORING 09 570 WOOD PARQUET FLOORING n9 650 RESILIENT FLOORINGS 09 665 RESILIENT SHEET FLOORING 09 678 RESILIENT BASE& ACCESSORIES 09 680 CARPET 09 681 FLOOR PREPARATION FOR CARPET" INSTALLATION s 09 687 TUFTED CARPET DIRECT GLUED d -'. 09 90C PAINTING U_ MN t' 09 901 GENERAL PAINTING REQUIREMENTS 09 912 EXTERIOR PLAIN IRON&STEEL R 09 913 EXTERIOR GALVANIZED IRON 09 915 EXTERIOR WOOD 09 922 INTERIOR GYPSUM WALLBOARD 09 923 INTERIOR METAL 09 924 INTERIOR WOOD 09 925 INTERIOR CONCRETE 09 936 CLEAR FINISHED HARDWOOD 09 950 WALL COVERINGS 09 960 VINYL WALL COVERING 09 977 FABRIC WALL COVERING 09 978 SISAL WALL COVERING J Lee•Ruff-StarkArchitects '— — -p--�- _,. F ` Tlyero/Metzyer Meettrq House Wsw oo DIVISION 10 - SPECIALTIES 10 100 VISUAL DISPLAY BOARDS 10 111 CHALKBOARDS & TACKBOARDS 10 150 COMPARTMENTS & CUBICLES 10 160 METAL TOILET COMPARTMENTS 10 200 LOUVERS & VENTS 10 210 METAL WALL. LOUVERS 10 340 MANUFACTURED EXTERIOR SPECIALTIES 10 342 ALUMINUM STEEPLE 10 400 IDENTIFYING DEVICES 10 430 EXTERIOR SIGNS 10 440 INTERIOR SIGNS 10 520 FIRE PROTECTION SPECIALTIES j a j 10 522 FIRE EXTINGUISHERS,CABINETS, &ACCESSORIES ! 10 650 OPERABLE PARTITIONS 10 652 FOLDING PANEL PARTITIONS 10 655 ACCORDION FOLDING PARTITIONS 10 800 TOILET & BATH ACCESSORIES G 10 810 TOILET ACCESSORIES DIVISION 11 - EQUIPMENT 11 450 RESIDENTIAL EQUIPMENT L 11 453 SERVING AREA EQUIPMENT M l ' 11 480 ATHLETIC, RECREATIONAL, & THERAPEUTIC EQUIPMENT 11 484 BASKETBALL STANDARDS 11 491 VOLLEYBALL FLOOR ANCHORS 11 497 S!',FETY WAINSCOT / 1 �r DIVISION 12 - FURNISHINGS t Y P, Cee•Rdff-Star c rc T�x:ts eye p' IN m .:.fin,.. Nard/Metzper Mewing House DMdm 00 tF 12 3130 MANUFACTURED CASEWORK 12 384 ROSTRUM CASEWORK 12 500 WINDOW TREATMENT 12 530 CURTAIN HARDWARE 12 541 DRAPERIES&CURTAINS 12 700 MULTIPLE SEATING 12 711 ROSTRUM SEATING 12 770 PEWS& BENCHES DIVISION 13 - SPECIAL CONSTRUCTION ;y. 13 350 TESTING, ADJUSTING, & BALANCING OF MECHANICAL SYSTEM 13 352 AIR SYSTEM TESTING&BALANCING 13 375 AUDIO & VIDEO ' 13 376 SOUND SYSTEM DIVISION 15 - MECHANICAL 15 050 BASIC MATERIALS & METHODS 15 055 GENERAL MECHANICAL REQUIREMENTS 15 060 PIPE& PIPE FITTINGS 15170 MOTORS ' 15 190 MECHANICAL IDENTIFICATION 15 250 MECHANICAL INSULATION 15 261 CULINARY WATER PIPING INSULATION 15 262 UNDERGROUND PIPING INSULATION 15 263 REFRIGERANT PIPING INSULATION 15 264 PVC PIPING INSULATION 15 290 DUCTWORK INSULATION 15 400 PLUMBING 15 411 CULINARY WATER PIPING SYSTEMS 15 412 SOIL,WASTE,& VENT PIPING SYSTEMS 15 430 PLUMBING SPECIALTIES 15 440 PLUMBING FIXTURES 15 452 DRINKING WATER COOLING SYSTEM 15.453 HANDICAPPED DRINKING WATER COOLER SYSTEM 15459 GAS FIRED STORAGE TYPE WATER HEATERS 15 460 ELECTRIC STORAGE TYPE WATER HEATERS 15 489 NATURAL GAS SYSTEMS 3 Lee•Ruff-StarkArchitects t li 1 ape t I r r ... ,iy a •, ..', .rig ;'h� ,61 f, 1\ nn Tlpardgetzper Meet)-ng House DMdM r� IJ 15 500 HEATING, VENTILATING, 8 AIR CONDITIONING 15 530 REFRIGERANT PIPING SYSTEMS ` i A 15 535 REFRIGERANT SPECIALTIES i 15 550 HEAT GENERATION E A 15 576 FLUES 15 577 FURNACE AIR PIPING "j 15 611 NATURAL GAS FIRED FURNACES ..,� 15 650 REFRIGERATION 15 671 AIR COOLED CONDENSING UNITS ^; 15 750 HEAT TRANSFER 15 774 SPLIT-TYPE HEAT PUMPS 15 850 AIR HANDLING 15 869 EXHAUST FANS 15 880 AIR DISTRIBUTION 4� 15 891 LOW PRESSURE STEEL DUCTWORK 15 896 DUCT LINING 15 911 FIRE DAMPERS 15 940 AIR OUTLETS& INLETS 15 944 ROOF-MOUNTED AIR INLETS&OUTLETS 15 950 CONTROLS 15 970 CONTROL SYSTEMS 15 985 SEQUENCE OF OPERATION DIVISION 16 - ELECTRICAL 16 050 BASIC MATERIALS & METHODS 16 055 GENFRAL ELECTRICAL REQU'IREME'NTS 16 060 MOUNTING HEIGHTS 16110 RACEWAYS 16 120 WIRE&CABLE 16130 BOXES 16 140 WIRING DEVICES w_ 16 170 CIRCUIT&MOTOR DISCONNECTS �^ 16 400 SERVICE & DISTRIBUTION i 16 420 SERVICE ENTRANCE 16 450 GROUNDING J _— Lee.Ruff-StakArchitects --� 1 ape li 1 x`. h 1 IMIM 00 lngwdtMWpr Meed House t; 16 470 PANELBOARDS 16 483 MOTOR STARTERS 16 500 LIGHTING k 16 515 INTERIOR LUMINAIRES x 16 530 EXTERIOR LUMINAIRES 16 600 SPECIAL SYSTEMS .. w 16 632 PACKAGED BATTERY SYSTEMS 16 670 LIGHTNING PROTECTION SYSTEMS 16 700 COMMUNICATIONS """' .• 16 720 ALARM & DETECTION SYSTEMS 16 741 TELEPHONE SYSTEMS 16 749 SIGNAL BELL SYSTEMS 16 771 SOUND SYSTEM ELECTRICAL 16 900 CONTROLS & INSTRUMENTATION 16 921 TEMPERATURE CONTROL SYSTEM Tee•Ruff•Stark Architects ---P15/93 age 1 n DIASM 00 4 Tigard/Metzger Meeting House NOTICE LO BIDDERS 1. Project: Tigard 1,Metzger 1 &2 Wards 1 Meeting House Tualatin Oregon Stake 2. Location: 11065 SW North Dakota Street Tigard, Oregon 97223 .3 Owner: Corporation of the Presiding Bishop The Church of Jesus Christ of Latter-Day Saints A Utah Corporation Sole 50 East North Temple Street ,. Salt Lake City, Utah 84150 n 4. Architect: Lee-Ruff-Stark Architects 5285 SW Meadows Road, Suite 340 Lake Oswego, Oregon 97035 i 5. A pre-bid conference will be held at a time and place to be announced. 6. Sealed bids will be received at time and place to be announced. j 7. Bids will be publicly opened at time and place to be announced. j 4 8, The Owner reserves the right to accept or reject any or all bids. 9. Bidding by the General Contractors shall be by invitation only. � 10. Drawings, Official bid forms, Project Manuals containing Notice to Bidders, Instnictions to Bidders, sample forms, Conditions of the Contract, and Specifications, and other detailed Instructions will I be on file at the Architect's office. Drawings, Project Manuals, and Bid Blanks are also available at the following plan room locations: a. Construction Services Section 50 East North Temple, 11th Floor r Salt Lake City, Utah 84150 b. Construction Data, Eastside 1125 SE Madison, Room 200 PO Box 50015 Portland, Oregon 97208 i C. Constriction Data,Westside 925 NW 12th Ave. a PO Box 5005 Portland, Oregon 97208 w d. Daily Journal of Commerce Plan Center i �., 2374 NW Vaughn Street Portland, Oregon 97210 e. Salem Contractor's Exchange 1 'Cee• u • tar �Fliects 05/93 image i'� r' . .: ._._.... ...........:.r,•.r-:,.,.e,aMMINMAXIRIM,NMKV:1 J,Mu••...w..... -. f 1.` A 1 C s:i,V TI ardNetz er Meeting House 1 n DM"00 17 g _ 2250 Judson Street, SE Salem, Oregon 97302 1. Eugene Builders Exchange t 860 McKinley Street Eugene, Oregon 97402 g. Southwest Washington contractors Association 7017 NE Highway 99, Suite 110 Vancouver, Washington 98665 h. Dodge/Scan Construction Reports 430 North Tower Building - 100 West Harrison Plaza . Seattle, Washington 98119 11. A deposit of 9100.00 per set is required from those bidders wishing to take out the above listed documents. This deposit will be refunded upon return of all bidding documents in good condition within five days after bid date. Any person or firm who retains these documents longer than this stipulated time shall forfeit this deposit. ri fr:4 hl. i 4 t 9� f aggee'2 - I/iFMY- Lee u -Stark rc tects I F0 Tigard/Metzger Meeting House flhAalon 00 INSTRUCTIONS TO BIDDERS 1. SCOPE OF CONTRACT: a. Contractor shall be fully responsible for all labor, materials, and equipment necessary for the complete construction of the Work as required in the Contract Documents. 2. SECURING OF AND COMPLIANCE WITH BIDDING DOCUMENTS: a. Drawings, Specifications, and other bidding documents may be obtained at the time and 7 place indicated on the NOTICE TO BIDDERS. Bidders shall comply with all conditions stipulated in such bidding documents. .. 3. REQUIREMENTS BEFORE SUBMITTING BIDS: a. Thoroughly examine the site and any building located thereon in relation to conditions ... which might directly or indirectly affect the contract work, The bid sum shall reflect all such affecting conditions. Bidders shall be responsible for verifying all dimensions which may "• affect the Work. 4. INTERPRETATION OF DRAWINGS AND DOCUMENTS: a. If any bidder is in doubt as to the true meaning of any part of the Contract Documents or finds errors, discrepancies, or omissions in them, he shall at once request interpretation or correction thereof by the Architect. b. The Architect will promptly clarify the area in question and issue written Instructions to all prospective bidders. Verbal Instructions or interpretations will have no validity regardless of source. C. Request for such clarification shall be in the office of the Architect a minimum of five working days before bid opening. 5. PRODUCT OPTIONS b SUBSTITUTIONS: a. Base bid only on items specified in the Project Manual unless request for substitution is submitted for Architect's approval a minimum of seven working days prior to bid opening and approval for substitution is secured by Addendum issued prior to bid opening time. b. Architect will accept requests for substitution for products in Sections where the statement, "Equal as approved by Architect prior to bidding. See Section 01 630.," appears. In Sections where the aforementioned statement does not appear, the Architect is not rQquired to accept requests for substitution. Approvals for substitution in such Sections must be made by Owner. 6. PREPARING AND SUBMITTING BIDS: a. Bids shall be prepared on Church Bid Forms. b. Bid forms may be obtained from the Architect. C. The Bidder's legal name and business address shall be stated in full d. Bids shall bear no marks, erasures,writing, changes, or interlineations other than those provided or requested. e. Base bids shall include all work contemplated by the Contract Documents except as specifically excluded in the Contract Documents. f. No verbal,telegraphic,or telephonic bid, modifications,or cancellations will be considered. g. The Bidder guarantees there shall be no revisions or withdrawal of the bid amount for a period of 45 days after bid opening. h. Signatures shall be in longhand and executed by an Principal duly authorized to make contracts. u Teems rrTc 7►cam►tech 1/15/93 ape 3 1 t C S WIN' is s pWIon 00 Tigard/Metzger Meeflng Haase t i. The bidPo ro sal shall reflect the cost of all work required by the bidding documents, plus , Q p additions, deletions, or modifications required by addenda issued prior to bid opening. j. Envelopes shall contain nothing but bid and bid bonds. Envelopes shall be opaque, bear i Bidder's name,be sealed, and addressed as follows - BID FOR Tigard 1.Metzger 1 &2 Tualatin Oregon Stake Ward/Branch Stake/Mission k. It it;Bidder's sole responsibility to see that his Bid is received at the groper time. Any Bid � received atter scheduled bid opening time will be returned to Bidder unopened. I. All taxes Imposed by city, state,eir federal government, as specified in Division 01,shall be Included in the bid sum. ... 7. BID WITHDRAWALS: a. Prior to bid opening, Bidders may withdraw bid by written request or by reclaiming bid envelope. 8. OPENING OF BIDS: a. See Notice to Bidders. 9. SUBCONTRACTOR LIST: a. Conditionally accepted Bidder, submitting a bid involving subcontractors and suppliers, shall submit on official church form a list of such subcontractors and major suppliers in- 1) A meeting held immediately after bid opening or- '. 2) If agreed to in advance,by mail to Architect within 24 hours after bid opening. 10. FACTORS AFFECTING CONTRACT AWARD: a. A Bidder's past performance, organization, subcontractors, equipment, and ability to perform and complete his contract in the manner and within the time specified,together with the amount of the bid,will be vital elements considered in the award of the contract. 11. AWARD OR REJECTION OF BID: a The Owier reserves the right to reject any or all bids and to waive any Irregularity therein. 12. ACCEPTANCE OF BID: r a. No Bidder shall consider himself under contract after opening and reading of bids until the "Agreement" is signed. and compliance therewith has been made. 13. BID BOND: a. Every bid shall be accompanied by a bid bond in the amount of 5%of the bid and naming the Owner as obligee. This bid bond shall be issued by a surety company and be on a �.. bond form, both of which meet the requirements of Section 10 of the General Conditions. 14. TIME Or COMPLETION AND LIQUIDATED DAMAGES: a. The number of calendar days is listed in the Supplementary Conditions and in the Agreement. The conditions governing liquidated damages are listed In the General Conditions. Page 4 • 1/15/9 Lee-Ruff-Mark Architects �1FfIT�e.� ... _.....naWYMuw�!•1,+:.;.rt+,e,M.ier 7v+.,x.nr.rw ..ax«.,.., ,., }} �� - DM91on 00 Tiga" Metzger Meeting House , INFORMATION AVAILABLE TO BIDDERS GEOTECHNICAL DATA A. Soils Report- 1. Owner has secured the services of a soils engineer to aid in design of the structure. Following conditions apply - �! a. A soils report has been preparedby _ Geoengineers Inc. of Portland. Oregon referred to as the Soils Engineer. b. Copy of this report will be issued to each invited General Contractor one week ... °04 minimum prior to Pre-Bid Meeting. C. Copy of this report may also be inspected at office of Architect, his design a'! engineer, or Owner. 4 d. This report was obtained solely for use in design by Architect and is not a part of the Contract Documents. it is not intended that Contractor rely on soil engineer's ,,,,t report. e. Reports are available for Contractor's information but are not a warranty of subsurface conditions. 2. Prior to bidding, Contractor should make his own subsurface irntest;gations to satisfy himself with site and subsurface conditions. i ,r i �t 'T a I I ee uff-Stark Architects 1/15193 - Page vi �{ A-4400 A y!ma T , DlVWw 00 TlgardlMetrger Meetlng House r BLANK PAGE 1 r r 1 L Page 6. 111519'3 —� —'Tei—.NUT•malar a t—OC: - y P fi, p' ti s 00 Tigard/Metzger Meetlng House Divislon I'n SAMPLE FOS$ SUBSTITUTION REQUEST FORM I BID FORM PROPOSED SUBCONTRACTORS & SUPPLIERS LIST t FORM OF AGREEMENT �► CONSTRUCTION MATERIAL ASBESTOS STATEMENT 1 OPERATIONS& MAINTENANCE MANUAL SUBMISSION COVER SHEET f .� C 9 t' G ee•Ruff-Starchitects 1/151§3- PapeT Division 00 Tigard/Metzger Meeting House _ BLANK PACS low a�ge•�_•1l?593 � _-----_..�__.__.--- -� - L�;� tar rc�FiTtec:ts`_-�". TlgardNefzger Meeting House w Division 00 ;L@STITUTION_ REOUEST FORM RE: Project Name Project Number TO: Architect _ Address City,State,Zip Telephone FAX FROM: Fimt Address._ City, Slate,Zip _ Telept lone _ FAX PROPOSED SUBSTITUTION: In a separate letter, describe the proposed substitution, the differences and similarities between the substitution and the specified item(s), and how acceptance of the substitution will affect the Project in the following areas- 1. Will the substitution affect dimensions indicated in the Contract Documents! 2. Will the substitution affect the electrical, mechanical, structural, or other major systems included in the Contract Documents 3. Will the substitution affect the work specified in other Sections? ATTACHMENTS: Include the following attachments - t 1. A copy of the Project Manual Section where the proposed substitute would be specified, l rewritten to include any changes necessary to specify the substitution. Identify t completely changes made to the Origi*ial Project Manual Section. i 2. Copies of details, elevations, cross-sections, and other elements o1 the Project Drawings redone as necessary to shr w c haoges necessary to accommodate proposed substitution. Identify completP;y the chai,ges from the original Drawings. 3. Complete product literature and technical data, installation and maintenance instructions, lest results, and other information regriired to show complete conformance with requirements of the Co,itract Documents. i REVIEW COMMENTS: r Accepted. See Addenda Number_ r Substitution Not Acceptable. Submission Unacceptable. Respond to attached comments and resubm". _ Not Reviewed. Submission received too late for consideration and inclusic-n in Addendum. BY: DATE: Lee-Auff-Stark Architects1/16/93age i Division 00 Tigard/Metzger Meeting House SAMPLr CONTRACTOR 'S BID Fog THE GENERAL CONTRACT WORK ON THE: Tigard 1/Mpktzger 1 &2 Wards TuaLifin _ Ward/Branch Stake/Mission 1 lQ65 SW North Q&=Street Project Address ^� Tigard —_ rt - �► City State for the Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter-Day Saints. ADDRESSED TO: ARCHITECT: The Department of Physical Facilities The Church of Jesus Christ of _atter-Dav SainL— Lee-Ruff-Stark Architects _ Authorized Representative of Owner Name 50 East North Tea11t21e Stre i 5285 SW Meadows 1Qad Suite 340 Address Address Salt Lake City.LIT 84150 Laka-Q5wegQ. Oregon 97035 City&State City& State Dear Sirs: 1. Having carefully examined the Notice to Bidders, Instructions to Bidders, and Project Manual entitled Tigard 1110elzger 1 &2 Wards Meeting Llw& Dated— and Numbered— _-- Drawings Entitled Tigard 1/Metzger I &2 Wards Meeting,Hous...— Dated and Numbered as shown on the Sheet Index inc tided on the Cover Sheet QLsaid Drawhas Addenda No,'s_ ee• ffutar rich tel cis 15: Tlgard/Metzger Meeting House Division 00 s; r-s w the site of the work, existing conditions, and all other conditions affecting the work on the above- named project,the Undersigned hereby proposes to furnish all materials, labor, equipment,tools, ., transportations, services, licenses,fees, permits, etc, required by said documents to complete all divisions of the Work stipulated above for the sum of: Dollars the credit unit price" for imported structural fill (specified in section 02 220) -shown but not required for the project is: _Dollars per ton /ton) the add unit price' for imported structural till (specified in section 02 220) - not shown but required for the project is: —.Dollars per ton M _ /ton) all associated costs, including but not limited to removal and disposal of unsuitable native _ material and placement of imported material 2. Enclosed is a Bid Bond for not less than five per cent (5%) of the bid. 1 3. The Undersigned agrees to furnish a Performance Bond and a Labor& Material Payment Bond in t accordance with Section 10 of the General Conditions. Respectfully submitted: Company SEAL By (If a Corporation) Title Business Address City and State Date i f ' . I eeu tack rc teas /1 1 age 1I i Ulvlshm 00 ngard/Metzger Meeting House For statistical purposes only, Owner requests Contractor (apparent low bidder) to submit the following breakdown of costs, including Contractor overhead and profit, by close of business on the day following bid opening. Evidence of compliance will be postmarked on submittal envelope. ON-SITE IMPROVEMENTS: Scope of this breakdown shall include work outside o' building foundation line and inside property line. The only exceptions are mechanical equipment which is considered part of w structure, and landscape and sprinkler work which are broken out in their entirety and listed under Landscaping. Mechanical enclosure and slab are considered 'On Site Work'. For clarity, other items are excavation&fill,paving,drainage&septic systems, light standards, utility services,curb, gutter, & sidewalks, storage buildings, detached towers,fences, and retaining walls. OFF-SITE IMPROVEMENTS: Scope of this breakdown shall include all work outs+de of property line. The only exception Is landscape and sprinkler work which are broken out in their entirety and listed under Landscaping. LA�li?�('tBP1lY�a: Scope of this breakdown shall include all landscape and sprinkler work, both on site and off. k f K Imo' 1 r i t Page 1 • 11151 — ��_ .ee• ut tar -c tects r , 1 I TigardNetzger Meeting House Division W r. SAMPLE SUBCONTRACTORS AND SUPPLIERS PROJECT: _ " NOTE: Please type or print firm names and telephone numbers. 01 Earthwork- 02 Structural Steel& Metal Fabrications- 03 Masonry- 04 Trusses - i. I 05 Roofing - 06 Entrar,ces& Storefronts, Windows, Glazing- 07 Plastering&Gypsum Wallboard- 08 Insulation - 09 Architectural Woodwork 10 Finish Hardware- 1 1 Acoustical Tile- 12 Painting _ 13 Plumbing - v �� 14 HVAC - 15 Electrical - Lee•Ruff-StarkArchitects Q�?j-�' Division 00 Tlgard/Metzger Meeting Nouse 16 Landscaping - 17 Sprinkling System- 18 Paving- 19 Sound System- 20 Folding Partitions- •� 21 Satellite Dish Receiving System t 22 Custom Casework - 23 Carpet- 24 Serving Area Equipment - 25 Rostrum Seating - 26 Pews & Benches - ' 11 11 27 28 Signature Company Represented Date age 14 • IM Lee•HO•,tar rc sects ' .. IFA TI ardlMetz er Meeting House DIvlslon00 SAMPLE s' ,,.. g (ZRM OF AGREEMENT NOTE: The form outlined below is intended to be representative only of the type of Agreement to be used. The actual document to be executed by the parties will be prepared by the Owner and may vary somewhat in content and form from that shown below as circumstances require. AGREEMENT e r;. THIS AGREEMENT, made and entered into this. day of in the year Nineteen Hundred and— by and between the CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A Utah Corporation Sole, hereinafter called"OWNER",and hereinafter called the"CONTRACTOR". —' WITNESSETH: WHEREAS: The Owner intends to have certain work performed as outlined below, and WHEREAS: The Contractor is able and willing to perform such work, NOW, THEREFORE: The Owner and the Contractor for the consideration hereinafter provided, agree as follows: ARTICLE I. 5QOPE OF WORK The Contractor shall furnish all of the materials and equipment and perlonn all of tho work necessary to complete all of the work as required s In the Contract Documents entitled As prepared by — — hereinafter referred to as"ARCHITECT." ARTICLE i'.7yL CONTRACT-DOQ)MENTS The General Conditions of the Contract, the Supplen entary Conditions, the Specifications entitled _ -- and numbered Addendum No(s). __—_-_- -- -_- -._._ dated , _ eek• uTf••3tarT rc tects — 1/15/93 age t vk; .eM`Y P k 't I d rr A Division 00 TlgardlMetzger Meeting House and the Drawings dated. — erdled and numbered - - together with this Agreement, form the Contract and are as fully a part thereof as if attached hereto or repeated herein. +■e ARTICLE III THE CONTRACT LJM The Owner shall pay and the Contractor shall accept as full payment of this Contract,the sum of: Dollars ($— __J subject to additions and deductions provided in the Contract. ARTICLE IV TIME OF QOMMENCEMENT ANDS',OMPLETION - Work under this Contract shall commence upon written notice to proceed from Owner, and be completed and ready for Owner's final inspection within____calendar days from the date of such notice. Time is of the essence. ARTICLE V. INSPECTION The fact that any particular work has been inspected shall not be considered a waiver of the requirement of strict compliance with the Contract Documents. �TlCLE VI C.ONTRACTOB_NQT.L�S'�NT OF OWNEfl It is expressly agreed that Contractor is not the agent or employee of Owner, but that he is an independent contractor. ARTICLE VII PROGRESa'AYMENTS, FINAL ACCEPTANQE AND FINAL PAYMENT Payments shall be made in accordance with applicable sections of the Contract Documents. ARTICLE VIII. ASSIGNS Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other. Contractor shall not assign any moneys due or to become due to him hereunder nor shall he pledge or attempt to pledge the credit o1 Owner or bind the Owner to any third party. AABTICLE IX. AQL!RJANCE ?'he Work shall be inspected for acceptance by Owner promptly upon receipt of notice from Contractor and Architect that all work is complete and ready for inspection. The building and all materials and work connected therewith shall be Contractor's responsibility until accepted by Owner in writing. ARTIC LE X. DEFAULT AND ALTORNLY'S FEES age 1 • 111 5/ 3 -- Lee•Ruff-StarkArchitects t" i L Tigard/Metzger Meeting House Division W + Should any dispute arise between the parties hereto, with regard to performance of their respective obligations under the Contract Documents, which dispute cannot be settled between the parties and �- litigation is commenced,then the losing party in the litigation agrees to pay all costs and attorney's fees of the prevailing party. IN WITNESS WHEREOF, The parties hereto have executed this AGREEMENT, the day and year first above written, binding themselves, their heirs, successors, executors, administrators, and representatives to the full performance of the Contract. e•"" REVIEWED ACCEPTED 4 1.,.1 OWNER FIELD OPERATIONS DIVISION OF THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH DEPARTMENT OF PHYSICAL FACILITIES OF JESUS CHRIST OF LATTER-DAY SAINTS, A Utah Corporation Sole Member, Executive Staff Authorized Agent CONTRACTOR ly i Name of Contractor ElySignature and Title I License Number Lee• c tarKrcl chitects`� — 11151 age 1 w j Division 00 Tigard/Metzger Meeting Howse CONSTRUCTION MATERIAL ASBESTOS STATEMENT For Projects of The CHURCH of JESUS CHRIST of LATTER-DAY SAINTS Building Name: _ Building Plan Type: _ s Building Address: Building Owner: Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah Corporation Sole Property Number: _ Completion Date: _ As CONTRACT ARCHITECT and principle in charge; based on my best knowledge, information, inspection, and belief; I certify that on the above referenced Project, no asbestos containing building materials were specified in the construction documents or given approval in shop drawings or submittals. Date — Contract Architect & Principal in charge Company Name As GENERAL CONTRACTOR in charge of construction; based on my best knowledge, Information, inspection, and belief; I certify that on the above referenced building, no asbestos containing building z` materials were used in the construction. t. r Date General Contractor in charge Company Name Tape 1 • 11151 - tee:Ruff s rF�rc titests — k TlgardMtetzger Meeting Nauve Division 00 i i The definition of "certify" in the "Form of Agreement Between Owner and Architect - 1988 Edition"reads as follows: Article 1, Item G,2 1 ` CERTIFY, APPROVE, or APPROVAL - An expression of professional opinion by Architect ``Aqq andlor his consultants, which based on his best knowledge, information, inspection, and belief, that material, workmanship, construction work, and submittals comply with Construction Documents. i 61 1 � I I s I _._ Lee• u far r; tecta — 1115/93- Page 1 i Division 00 Tlgard-Metzger MnUng House -- -- BLANK PAGE {F I rF jj 4+ f: r r 4 Page - �l ee• utar ' cr TiltecL.a_.._.___ oRy Tigard/Metzger Meeflng House D~00 THE CHURCH OF JESUS CHRIST OF LATTER-DAY 4 SAINTS OPERATING&MAINTENANCE MANUAL DATA for SECTION Number-Section Title s i A. PROJECT i Protect-Ward or Branch Project -Stake or Mission Project Number B. GENERAL CONTRACTOR A Finn Name Mailing Address & Street Address City, State,Zip Telephone Number C. SUBCONTRACTOR/INSTALLER Firm Name Mailing Address & Street Address City, State,Zip Telephone Number D. SUPPLIER(s) Firm Name Mailing Address& Street Address City, State,Zip Telephone Number E. MANUFACTURER(s) ` t Firm Nar Mailing, 'ss & Street Address City, Stat _1p Telephond Number 'r Page 21 - 1/151 . Lee•Ruff-StarkArchitects �1 6 'a r 'r MMfib i .1"d se ' 1. ,f1�"":r'a'.^y^%r s+�.w..y1•eM^yK -� �� M.w w.w, r.w4f ' ±?a ..ice' ,.;ry4' "tt ��° ' u,, tS►, ' � '.`� -y'¢' ,� , �, �4' �'Ow3 - did w r •77G j1 .t In r., moo i-11 Ill Ak Tigard/MetzgerMeetl House DlN"00 - bpi "NERAL CONDITIONS SECTION 1 DEFINITIONS SECTION 2 - CONTRACT DOCUMENTS SECTION 3 - DISCREPANCIES IN CONTRACT DOCUMENTS t � ► SECTION 4 - ADDITIONAL DRAWINGS&INSTRUCTIONS SECTION 5 OWNERSHIP OF DRAWINGS P"! SECTION 6 - COPIES FURNISHED �I SECTION 7 - TESTING ,.� SECTION 8 SURVEYS,BUILDING LAYOUT,&SITE EXAMINATION SECTION 9 - ROYALTIES& PATENTS SECTION 10 CONTRACTOR'S LIABILITY INSURANCE_&BONUS SECTION 11 - HOLD HARMLESS AGREEMENT SECTION 12 BUILDER'S RISK LOSSES SECTION 13 - MEASUREMENTS SECTION 14 INSPECTION OF WORK SECTION 15 - SUPERVISION&CONSTRUCTION PROCEDURES SECTION 16 ARCHITECT'S STATUS SECTION 17 ARCHITECTS DECISIONS SECTION 18 EMERGENCIES i SECTION 19 TEMPORARY OR TRIAL USAGE OF ANY MECHANICAL DEVICES SECTION 20 CONDEMNATION OF WORK ' SECTION 21 CHANGES IN THE WORK SECTION 22 CLAIMS FOR EXTRA COST SECTION 23 DELAYS AND EXTENSION OF TIME SECTION 24 DISPUTES { SECTION 25 CORRECTION&WARRANTY OF WORK SECTION 2.6 OWNER'S RIGHT TO DO WORK SECTION 27 - CONTRACTOR'S APPLICATION FOR PAYMENT SECTION 28 - PAYMENTS TO CONTRACTOR SECTION 29 PAYMENT S WITHHELD SECTION 30 CONTRACTOR'S RESPONSIBILITY SECTION 31 - OWNER'S RIGHT TO TERMINATE CONTRACT SECTION 32 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMIN 4TE CONTRACT SECTION 33 SEPARATE CONTRACTS SECTION 34 ASSIGNMENT SECTION 35 SUBCONTRACTORS SECTION 36 LIQUIDATED DAMAGES Lee• u tar rc tecta 1115/93- age i f. 4 K 1. ,- 1 r DMlsion p® Tigard/Metzger Meeting House GENERAL CONDITIONS SECTION 1 - DEFINITIONS: 1. OWNER The corporate entity of The Church of Jesus Christ of Latter-day Saints in which legal title to the real property involved is vested, as listed in the Notice to Bidders, hereinafter referred to as — "Owner" and represented by the Department of Physical Facilities of The Church of Jesus Christ of Latter-day Saints, 50 East North Temple Street, Salt Lake City, Utah 84150. 2. ARCHITECT - The Architect is the person or organization, a licensed Architect or Engineer, so .r designated in the Agreement, hereinafter referred to as"Architect". 3. CONTRACTOR - The Contractor is the person or organization identified as such In the Agreement T and is referred to throughout the Contract Documents as if singular in number and masculine In ..> gender. The term"Contractor"means General Contractor or his authorized representative. 4. SUBCONTRACTOR - The person, firm, or c:-?oration supplying direct or Indirect labor and/or materials at the site of the Project and under separate contract or agreement with the Contractor. ■ 5. THE WORK - The Work includes all labor necessary to produce the construction required by the ' `r' Contract Documents and all materials and equipment incorporated or to be incorporated in such construction. 6. THE PROJECT - The Project is the total construction designed by the Architect of which the Work performed under the Contract Documents may be the whole or a part. 7. WRITTEN NOTICE - Written Notice shall be deemed to have been duly served if delivered In person to the individual or member of the firm or to an officer of the Corporation for whom it was intended or, s if delivered at or sent through the United States Mail, to the last business address known to him who gives the notice. 'd SECTION 2 - THE CONTRACT DOCUMENTS: 1. The Contract Documents consist of the Agreement, the Conditions of the Contract (General, i' Supplementary, and other Conditions),the Drawings, the Specifications, all Addenda Issued prior to execution of the Contract, and all Modifications thereto. A Modification may be made only after execution of the Contract. A Modification is: a. A written amendment to the Contract signed by both parties, b. A Change Order, c. A written interpretation issued by the Architect pursuant to Section 4,or d. A written order for a minor change in the Work issued by the Architect pursuant to Section 21. 2, The Contract - The Contract Documents form the Contract. The Contract represents the entire and Integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral, including the Bidding Documents. The Contract may be amended or modified only by a Modification as defined in Section 2, Paragraph 1, above. 3. The Contract Documents are complementary, and what is required by any ane shall be as binding as if required by all. The intention of the Contract Documents is to include all labor, materials, equipment, and other items necessary for the proper execution and completion of the Work. Page 2- 11151Lee•Ruff-Starkc sects 1-.,� F .�F , ftllllil (4� TlgardNetzger Meeting House Division 00 aw l .r 4. Words which have well known technical or trade meaning, are used herein in accordance with such recognized meanings. 5. Within Contract Documents,there shall be the following precedence: a. The Agreement takes precedence over all other documents. y b. Supplementary General Conditions take precedence over General Conditions. c. General Conditions take precedence over Drawings and Specifications. d. Addenda or modifications of any nature, to the Drawings and Specifications, take precedence over the original. e. Specifications take precedence over Drawings. f. Within the Working Drawings, the larger scale takes precedence over smaller, figured dimensions over scaled, and noted materials over graphic indications. SECTION 3 - DIISCREPANCIES IN CONTRACT DOCUMENTS: 1. Should any question arise regarding the Contract Documents, the Contractor shall request Interpretation and clarification from the Architect before proceeding. In the absence of such request and authorization,the Contractor proceeds at his own risk. SECTION 4 - ADDITIONAL DRAWINGS & INSTRUCTIONS: 1. The Architect shall furnish with promptness any additional instructions or clarification necessary for proper execution of the Work specified in the Contract Documents. SECTION 5 - OWNERSHIP OF DRAWINGS: 1. Drawings, Project Manuals, and copies thereof which are furnished to the Contractor are the properly of the Owner. 'they are not to be used on other work and are to be returned to the Architect if so requested except for one copy which may be retained by the Contractor as a part of the Contract Documents. SECTION 6 - COPIES FURNISHED: 1. The Architect shall furnish,free of charge,to the Contractor all copies of Drawings and Specifications reasonably necessary for the execution of the Work. The Contractor shall keep in good order on the Project one copy of Drawings, Addenda, and Project Manual which shall be readily available to the Architect,the Owner, and their Representatives. SECTION 7 - TESTING: 1. The Owner and/or the Architect reserve the right to have tests made when deemed necessary. 2. Tests not specified as parr of a trade section shall be paid for by the Owner. 3. Should tests revedl a failure of the Work to meet the contract requirements, subsequent tests, related to the failure, shall be paid for by Contractor. 4. Tests shall be made In accordance with recognized standards by a competent, independent testing i laboratory. Lee• u to Architects 1 age L Dlyblon pp TlgardNetxger Meeting House r i a 5. Materials found defective or not in conformity with the Contract Documents shall be promptly replaced or repaired at the expense of the Contractor. 6. Samples required for testing shall be furnished by the Contractor and selected as directed by the Architect. `a SECTION 8 - SURVEYS, BUILDING LAYOUT, & SITE EXAMINATION: b 1. The Owner will be responsible for establishment of lot lines and bench marks. 2. The Contractor shall be responsible for: a. Laying out the Work hereunder on the building site, , b. The proper observance of property lines and set back requirements, c. The location and layout of buildings as noted in the Drawings with respect to the position on the property and elevation in relation to the grade, d. If the site conditions indicated in the Contract Documents differ materially from those the } Contractor encounters in the performance of the Work,the Contractor sh 4ll,within ten days and before such conditions are disturbed, notify the Architect in writing of- 1) Differing subsurface or latent conditions, or 2) Unknown physical conditions or conditions of an unusual nature at the site, differing materially from those ordinarily encountered and generally recognized as inhering in work ' of the character provided for in this Contract. 3. The Architect shall promptly investigate the reported differing conditions and if he finds such conditions do materially so differ and cause an increase or decrease in the Contractor's cost of or the k time required for performance of any part of the Work under this Contract,whether or not changed as a result of such conditions, the Owner shall cause an equitable adjustment to be made and modify the Contract in writing. SECTION 9 - ROYALTIES & PATENTS: •" 1. The Contractor shall pay all royalties and licen.;e lees. The Contractor shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof. SECTION 10 CONTRACTOR'S LIABILITY INSURANCE AND BONDS: 1, Insurance: a. The Contractor shall not commence work under this Contract until he has obtained, as a minimum, the insurance required hereunder and evidence of such insurance has been submitted to and approved by the Owner. The submittal of said evidence to the Owner shall not relieve or decrease the liability of the Contractor hereunder. 1) Workers'Compensation& Employers'Liability Insurance - a) As required by statute. , r Page • 1/15193 Lee•Ruff-StarkArchitects n � r V_ n 1 •... .... ._.. i. .. t �M " TigardNetzger Meeting House Division 00 2) Commercial General Liability Insurance - ISO Form CG 00 01 (11/85) or equivalent, Occurrence Policy,with- a) Limits of not less than- (1) General Aggregate $ 2,000,000.00 (2) Products - Comp/OPS Aggregate $ 2,000,000.00 (3) Personal and Advertising Injury $ 1,000,000.00 (4) Each Occurrence $ 1,000,000.00 (5) Fire Damage(any one fire) $ 50,000.00 ; ` A (6) Medical Expense (any one person) $ 5,000.00 b) Endorsements attached thereto including the following or their equivalent s J (1) ISO Form CG 25 01 (11/85), Amendment Of Limits Of Insurance (Designated Project or Premises), describing the subject Contract and specifying limits as shown above. (2) ISO Form CG 20 10 (11/85), Additional Insured -- Owners, Lessees, Or Contractors (Form B), naming the Owner as additional insured and containing the following statement - "This Endorsement Also Constitutes Primary Coverage in The Event Of Any Occurrence, Claim, Or Suit". 3) Automobile Liability Insurance, with- f a) Limits of not less than$1,000,000.00 Combined Single Limit per accident. b) Coverage applying to Any Auto. 2. Certificate of Insurances,on ACORD 25-S(3/88) Form, or equivalent,filed with the Owner Identifying: a. Owner, as defineJ in the Construction Agreement,as Certificate Holder and Additional Insured. ' ~I b. Endorsements, .^ `Aed above. (Note: If forms other thar ISO forms are used, copies of the non-ISO forms are to be attached to this certificate). c. Project as defined in the Construction Agreement. d. Cancellation clause of the certificate amended to read, "Should any of the above described policies be cancelled before the expiration thereof, the issuing company will mail 30 days written notice to the certificate holder named to the left". ,.r e. Insurance Companies Providing Coverage - All companies listed must be rated "B Class V"or better in the A.M. Best Company Key Rating Guide—Property--Casualty,current edition. t. The Name, Address, And Telephone Number Of The "Producer" - The certificate to bear an original signature of the Authorized Representative of the Producer. Facsimile or mechanically reproduced signatures will not be accepted. 3. Performance Bond and Labor& Material Payment Bond: a. The Contractor shall furnish to the Owner a performance bond and a Tabor and material payment bond each in an amount equal to 100 percent of the Contract sum, as security for all obligations arising under the construction agreement. Such bonds shall- 1) Be written on Form AiA Document A312. Where the laws of the state in which the Project Is located mandate a statutory payment bond form, such mandated payment bond form shall be used but Is to be accompanied by the AIA Document A312 Performance Bond 2) Be issued by a surety company or companies licensed in the state in which the Project Is r located and holding valid certificates of authority under Sections 9304 to 9308, Title 31, of the United States code as acceptable sureties or reinsurance companies on federal bonds. The penal sum obligation assumed by each surety, shall not exceed the authorization shown in the current revision of Circular #570 as issued by the United States Treasury Department i.e. "Treasury List". 3) Be accompanied by a certified copy of the Power of Attorney stating the authority o! the Attorney-in-tact executing the bonds on behalf of the Surety. 4. The Owner reserves the right to reject any insurance company, policy, endorsement, certificate of insurance, surety company, certificate of insurance, performance bond, or labor and material payment bond with or without cause. s Leeu�'if-Stark Architects M5193 ege?l`- j MON 7 T _....". ,, M... +,wwrkawi nl ' {1 ,.�w� '- ....... .t.41•T5w1-.. .M9AY•wC..tr.xVf:_��".' . ..., d. TlgardlMetzger Meeting House 5. The cost of such insurance and such bonds as required above shall be the obligation of the Contractor. i SECTION 11 - HOLD HARMLESS AGREEMENT: uired above, Contractor shall indemnify and save 1. In addition to obtaining insurance coverage as req the Owner, the Architect, and their agents and employees harmless from and against any and all liability, demands, causer, of action, or claims thereof,whether well-founded or otherwise, Including the cost of defending the same,for bodily injury to any person whosoever(including the employees of the Owner or the Architect)or damage to property of any person in the course of construction as a result of the negligence of the Contractor, the subcontractors or materialmen, their agents or employees. 2. In addition to the foregoing, the Contractor shall be liable to defend the Owner In any lawsuit filed by Wr any subcontractor or materialmen as a result of the building project which is the subject matter of this Contract. 3. In addition to the foregoing, Contractor shall be liable to defend the Owner in any lawsuit filed by any subcontractor or materialmen as a resui+ o,' the Project which is the subject matter of this Contract. Where liens have been filed against the Owner's property, this shall include and require the Contractor and/or his bonding company which has issued bonds upon the Project, to obtain lien releases and record thern in the appropriate county and/or local jurisdiction as the case may be so as to unencumber and provide the Owner with a title free and clear from any liens filed by subcontractors and/or material suppliers,which have supplied labor and/or materials to the said Project. 4. No subcontract shall relieve the Contractor of any of his liability or obligation under the Contract. 'rhe Contractor agrees that he is fully reGp^^sible to the Owner for acts or omissions of his subcontractors and their materialmen and of porsons either directly or indirectly employed by them. SECTION 12 - BUILDERS RISK LOSSES: 1. The Owner will reimburse the Contractor, including the interests of the Contractor and the _ subcontractors, for their losses to the Project, described herein, to the extent to which such losses would have been covered under the All-Risk Builders Risk Insurance Policy Forms promulgated by Insurance Services Office, Inc**, and more particularly described as Builders' Risk Coverage Form CP 00 20 (07/138)" and Causes Of Loss - Special Form CP 10 30 (07/88)" Loss adjustments will also be subject to the following: a. Coverage, Exclusions, Limits Of Insurance, Deductible, Loss Conditions, Additional Conditions, and Definitions as given in ISO Builders' Risk Coverage Form CP 00 20 (07/88)"' and Covered Causes Of Loss, Exclusions, Limitations, Additional Coverage--Collapse, Additional Coverage Extensions, and Definitions as given in ISO Causes Of Loss--Special Form CP 10 30(07/88)". b. Deductible Clause - The sum of One Thousand Dollars ($1,000.00) shall he deducted from the total sum of all loss or claim, or series of claims, arising out of any one occurrence. This deductible amount is the responsibility of the Contractor. c. Loss Reporting Procedure - All losses requiring reimbursement under this Section shall be reported to the Owner's area physical facilities manager prior to the beginning of repairs In order that details of loss can be obtained and verified to facilitate a prompt loss adjustment. 2. Copies of the Insurance forms referred to above may be obtained through most licensed properly, _ casualty, and surety agents or brokers. Upon request, Owner will assist in obtaining copies should such assistance be necessary. age 6 - 11151Lee•Ruff-Stark Architects ��i, ' ..na-.,.n.uM,NIV.W�^MM4^5 0.,ty.r•. .,.rvw..v'......., I .,. A r TlgardMietzger Meeting HouseMeeting House Wrlalon 00 i t nIncludes copyrighted material of Insurance Services Office Inc, with its permission. Copyright, Isurance Services Office Inc, Forms CP 00 20 1988 and CP 10 30 1988. om SECTION 13 - MEASUREMENTS: 1. Before ordering any materials or doing any work, the Contrantor shall verify all measurements to properly size or fit the Work. No extra charge or compensation will be allowed by the Owner resulting fr)m the Contractor's failure to comply with this requirement. r9 SECTION 14 - INSPECTION OF WORK: 1. The Architect and/or the Owner shall both jointly and severally, at all times during its progress, have ;ull access to all phases of the Work. Contractor shall provide adequate means to facilitate Inspection by either party. a. Contractor shall notify Architect 24 hours minimum In advanceof performing work which wculd cover or otherwise make it difficultto inspectstructural, plumbing, mechanical,or electrical work. 1) Should anyofsaid work be covered without proper notification having beengiven Architect, Contractor shall uncover that work for inspection at hisown expense. 2) Contractor shall schedule the work so an inspectionteam mayobserve and inspect a maxirrum part of the mechanical, electrical,and plumbing work in operating condition, before it is covered up. This formal"overhead" inspection team will furnish a list of items thatmust be completed to satisfaction of Architect before the work Is covered over. 3) Contractor shall notify Architect when he is ready for the overhead inspection r•+ �r SECTION 15 - SUPERVISION & CONSTRUCTION PROCEDURES: 1. The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be ! w+ solely responsible for all construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work under the Contract. «.� SECTION 16 - ARCHITECT'S STATUS: 1. The Architect shall be the Owner's representative during the construction period. a. The Architect will make frequent visits to the site to familiarize himself with the progress and quality of the Work and to determine if the Work Is proceeding in accordance with the Contract Documents. He will be required to make on-site inspections to check the quality and quantity of the Work. During such visits and on the basis of his observations while at the site, he will keep the Owner informed of the progress of the Work, will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor, and he may condemn work as failing to conform to the Contract Documents. b. He shall have authority to act on behalf of the Owner only to the extent expressly provided In his agreement with the Owner which shall be shown to the Contractor upon request. He shall have authority to stop the work, with concurrence of the Owner, whenever such stoppage maybe necessary in his reasonable opinion to insure the proper execution of the Contract. c. The Architect shall be in the first instance the interpreter of the conditions of the Contract and the Judge of its performance. He shall use his powers under the Contract to enforce its faithful performance by the Contractor. The Architect will review shop drawings and samples. The " Architect will prepare Change Orders and will have authority to order minor changes In the Work. The Architect will conduct inspections to determine the dates of substantial completion and final ee•Puff-Stark Architects page i *rvA a; x r'K° ardVetz er Meetir House Dlvlslan 00 _� �9 e completion, will receive and review written guarantees and related documents required by the Contract and assembled by the Contractor,and will issue a final Certificate for Payment. d. In case of the termination of the employment of the Architect, the Owner shall appoint an k Architect against whom the Contractor makes no reasonable objection,whose staves under the Contract shall be that of the former Architect in all respects. SECTION 17 - ARCHITECT'S DECISIONS: 1. The Architect's decisions In matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. !` ` SECTION 18 - EMERGENCIES: 1. In case of an emergency endangering life or threatening the safety of the structure or of adjoining r property, the Contractor may,without waiting for specific authorization from the Architect or Owner, act at his own discretion to safeguard lite or property. Compensation and time shall be allowed the Contractor for such emergency work, the amount of both to be determined between the Contractor, the Architect, and the Owner by agreement. 2. The Contractor shall make a full written report of such emergency action to the Architect within five days atter the event. SECTION 19 - 1 EMPORAPY OR TRIAL USAGE OF ANY MECHANICAL DEVICES: 1. Temporary or trial usage by the Owner of mechanical devices, machinery, apparatus, equipment, or _. other work or materials supplied under this Contract prior to written acceptance by the Architect, shall not be construed as evidence of the Owner's acceptance. SECTION 20 - CONDEMNATION OF WORK: 1. The Owner and/or the Architect shall have the right to condemn and require removal of the following at the Contractor's expense- Any portions of the Work done under this Contract which do not meet the requirements of the Contract Documents either in substance or installation. b. Any portions of the Work damaged or rendered unsuitable through installation or resulting from failure to exercise proper protection. SECTION 21 - CHANGES IN THE WORK: 1. The Owner, as represented by the Physical Facilities Area Manager, may, at any time,without notice to the sureties, by written order designated or indicated to be a change Order, make any change within the general scope of the Contract, including but not limited to changes - r• a. In the Contract Documents, as defined in Section 2 of the General Conditions, b. In the method or manner of performan-,e of the Work, c. In the Owner-furnished facilities, equipment, materials,or site, or d. Directing acceleration in the performance of the Work. 2. Any other written order or an oral order from the Owner or Architect, which in the opinion of the Contractor causes any such change, shall he treated as a Change Order under this clause, provided age - /1 Lee• u ter c tecta 1' r Tlgar_er Meeting House Dh4don00 the Contractor gives the Owner ,nd Architect written notice stating the date, circumstances and source of the order, and a statement that the Contractor regards the order as a Change Order. f M 3. If any Change Order under this Contract causes an increase or decrease in the Contractor's cost of or the time required for the performance of any part of the work under this Contract, an equitable adjustment shall be made and the Contract modified in writing accordingly, provided however,that no claim for any Change Order under Section 21, Paragraph 2 shall be allowed for any costs incurred t ww► more than twenty (20) calendar days before Contractor gives written notice to the Owner as therein required. 4. Field Changes- a. The Architect is authorized to order minor changes during the course of the York which will not x involve extra cost or time and which are consistent with the general intent of the Contract Documents. Further,the Architect,with the concurrence of the Area Physical Facilities Office, Is authorized to order on-the-spot minor changes of a value of $1000 or less with no time extension in order to avoid delaying the Work. The price of such minor changes will be mutually agreed between the Architect and the Contractor and recorded on a Field Change Instruction form. The Contractor will proceed with tho changed work forthwith. These minor field changes will ' subsequently be Included in a Contract Modification. 5. Change Orders- a. Except for Field Changes in Section 21, Paragraph 4, Emergencies in Section 18, and to avoid de!ay as hereinafter provided, no change in the Work shall be made without a written Contract Modification in the form of a Change Order. The Contractor's proposal furnished in accordance , with Section 21, Paragraph 6 shall be the basis of negotiation for Contract price and/or time aujustments made by Change Order b. If the Owner determines it is necessary to proceed with changed work to avoid delay before prices or time have been negotiated, he may order the Contractor to proceed on a time and , materials basis or on a mutually agreed not-to-exceed price and/or time. This notice to proceed will be In writing or confirmed in writing by the Architect. Upon receipt of such order, the Contractor shall immediately perforin the changed work with due diligence. Thereafter,the Owner and the Contractor shall negotiate the Change Order price and/or time as soon as practicable, and a Contract Modification will be made. If negotiations i for price and/or time on any Change Order do not result in agreement within a reasonable time, the parties to the Contract shall handle the matter as a dispute under Section 24"DISPUTES". 6. The Contractor, in connection with any proposal he makes for a Contract Modification, shall furnish a price breakdown itemized as required by the Owner. Unless otherwise directed,the breakdown shall be In sufficient detail to permit an analysis of all material, labor, equipment, subcontract and overhead costs as well as profit, and shall cover all work involved in the Modification, whethe, such work was deleted, added, or changed. Any amount claimed for subcontracts shall be supported by a similar price breakdown. In addition, if the proposal includes a time extension, a justification therefor shall also be furnished. The proposal, together with the price breakdown and time extension justification, shall be furnished within thirty(30)days of the date first requested by the Architect. a. In such proposals,profit and overhead shall be computed as follows- 1) Subcontractor's profit and overhead shall not exceed 15%of total direct costs. 2) The Contractor's profit and overhead on work performed by his own crews shall not exceed 15%of total direct costs. .� 3) The Contractor's profit and overhead on work performed by his subcontractors shall not exceed 5%of total direct costs. 9 ' 4) On credit changes, profit and overhead on the originally estimated wori< will not have to be j returned to the Owner. ! I Lee• Stark Architects age th, I , y lMe. TI ardlMetz er Meeting MQuae DM"00 7. Upon accepting a Change Order by signing it, the Contractor releases the Owner from any further claim in money and for time by reason of the changed work. 8. No claim by the Contractor for an equitable adjustment of any Change Order shall be allowed if submitted after final payment under this Contract. SECTION 22 - CLAIMS FOR EXTRA COST: 1. If the Contractor intends to assert a claim for equi!aZo;u adjustment of cost or time by reason of any instruction given him or because of an event ci circum,,tance, he must, within thirty (30) calendar days after receipt of such instruction or such event or circumstance submit to the Architect and the Owner a written statement setting forth in detail the nature and monetary extent of such claim. This time limit may be extended by Owner. If a mutually acceptable settlement of the claim cannot be reached within a reasonable ting, the parties to the Contract shall handle the matter as a dispute under Section 24 "DISPUTES. SECTION 23 - DELAYS AND EXTENSION OF TIME 1. All time limits stated in the Contract Documents are of the essence of the Contract. 2. If the Contractor is delayed at any time in the progress of the work because of changes ordered in y the work, labor disputes, inclement weather, unusual delay in transportation, or any other causes beyond the Contractor's control,which the Owner may determine justifies the delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Owner may determine. - a. All claims for extension of time shall be made in writing to the Architect. 1) Claims for delay due to inclement weather shall be made by the 10th of the month following the month of the delay. 2) Other claims shall be made no more than twenty days after the commencement of the delay. 3) Ciaims made beyond these time limits shall be null and void, b Requests for extension of time shall be fully documented by including copies of daily logs, letters, shipping orders, delivery tickets, and other supporting Information. c. In case of a continuing cause of delay only one claim is necessary. r. d. Normal working days are based on a five day week. i e. For agreements based on calendar days, extensions of time shall be determined by multiplying ; working days allowed for time extension by a factor of 1.4. SECTION 24 - DISPU"ES: 1. Except as otherwise pr)vided in the Contract Documents, any dispute concerning a question of fact a arising under this Contrant which is not disposed of by agreement shall be decided by the Owner(as represented by the Direcinr of the Architectural & Engineering Services Division, The Church of Jesus Christ of Latter-day Saints), who shall reduce his decision to writing and mall or otherwise furnish a copy thereof to the Contractor. The decision of the Director, Architectural & Engineering Servk;es Division,will be final and conclusive unless within thirty days from the date of receipt of such copy, the Contractor mails or otherwise furnishes to the Owner a written appeal addressed to the - Presiding Bishopric, The Church of Jesus Christ of latter-day Saints; Attention: Counselor for Physical Facilities. The decision of the Counselor in the Presiding Bishopric shall be final and conclusive so far as the Owner is concerned. �- page 1 --re—e—.lluff Starkc tecta DIvI TlgardlMetzger MeetIng House 00 2. Pending final decision of a dispute hereunder. the Contractor shall proceed diligently with the performance of the Contract and in accordance with the above Director's decision. SECTION 25 - CORRECTION & WARRANTY OF WORK: The Contractor shall promptly correct any work that fails to conform to the requirements of the Contract Documents where such failure to conform appears during the progress of the Work, and shall remedy any defects due to faulty materials, equipment, or workmanship which appear within a ` period M one year from the Date of Substantial Completion of the Contract or within such longer n„ period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents. The Contractor shall pay all costs of correcting faulty work, —, Including additional Architect's fees when incurred. �-t SECTION 26 - OWNER'S RIGHT TO DO WORK: 1. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provision of the Contract, the Owner may, seven days after -^ providing written notice to the Contractor and without prejudice to any other remedy he may have, make good such deficiencies. In such case, an appropriate Change Order will be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies _ including the cost of the Architect's additional services made necessary by such default, neglect, or failure. The Architect must concur with both such actioi. and the amount charged to the Contractor. .,i It the payments then or thereafter due the Contractor are not sufficient to cover such amount, Contractor shall pay the difference to the Owner. �i �w SECTION 27 - CONTRACTOR'S APPLICA't ION FOR PAYMENT: k � 1. Once each month, the Contractor shall submit to the Architect for his approval and transmittal of original copy to the (>arner, an Application for Payment based on the estimated value of the Work { completed and materials on the site as of that date. Such estimate shall be based on the schedule of t �-1 values submitted bV the Contractor. The Contractor warrants and guarantees that title io all Work, r w materials, and equipment covered by an Application for Payment, whether incorporated In the Project or not, will pass to the Owner upon the reo3ipt of such payment by the Contractor, free and r� clear of all liens,claims, security interests,or encumbrances and that no work, materials,or equipment 1 covered by an Application for Payment will have been acquired by the Contractor or by any other person performing the work at the site or furnishing materials and equipment for the Project, subject to an agreement under which an interest therein or an encumbranr 3 thereon is retained by the seller or otherwise Imposed by the Contractor or such other person. SECTION 28 - PAYMENTS TO CONTRACTOR: 1. On proper certification by Architect, based on Contractor's monthly application for payment, Owner will within fifteen (15) days after receipt of said certification pay to Contractor by placing in the United States Mail a sum equal to 90%of amount requested, less previous payment thereon. a. However, Owner at his sole option may, at any time after fifty percent (50%) of the Work has been completed make any of remaining progress payments in full. �M 2. Upon payment of each monthly estimate by Owner, Contractor shall pay to each subcontractor amount allowed to Contractor on account of subcontractor's work to extent of subcontractor's interest therein. -Lee-RA-Stark Architects age I 1 w P DIVI On 00 Tlgardittzger Meeting House { 3. The Contractor's monthly estimate which shall show the amount paid for under the subcontract shall be available in the Architect's office for examination by the subcontractors. Full and final payment of the Contract sum shall be made within thirty (30) days of the completion of all of the following requirements- a. The Architect's written declaration to the Owner that the Work is complete, b. Payment of all labor and material bills, and receipt of all final lien waivers and/or releases of lien from all subcontractors, materialmen, mechanics, and suppliers, and/or an affidavit, if required, and c. The Owners acceptance of the Project in writing. Mr 4. No payment made under this Contract either wholly or in part shall be construed to be an acceptance of detective or improper materials or workmanship. SECTION 29 - PAYMENTS WITHHELD: 1. Payments may be withheld from the Contractor by the Owner in order to protect the Owner from loss due to: a. Defective work not remedied, b. Liens or claims filed or reasonable evidence of probable filing, c. The Contractor's failure to promptly pay subcontractors for labor and materials accepted by the Contractor, d. The Architect's reasonable doubt that the Project can be completed for the unpaid balance of the Contract price, e. Damage to another contractor,or f. Failure to maintain scheduled progress. 2. Upon satisfactory removal of any such grounds,payments so withheld will be made. SECTION 30 - CONTRACTOR RESPONSIBILITY: d 1. Notwithstanding the provisions of Sections 12 and 27, the Contractor is fully responsible for the Project and all materials and work connected therewith until the Owner has accepted the completed �• Project in writing, The Contractor shall replace or repair at his own expense any materials or work damaged or stolen, regardless of whether he has received payment for the work or materials from the Owner. 2. By executing the Contract, the Contractor represents that he has visited the site,familiarized himself with the local conditions under which the Work is to be performed, and correlated his observations with the requirements of the Contract Documents. 3. The Contractor shall employ a competent superintendent satisfactory to the Architect. The superintendent shall be In attendance at the Project site during the progress of the Work. This superintendent shall not be changed except with the prior consent of the Architect, unless the superintendent ceases to be in Contractor's employ The replacement superintendent shall also be subject to these conditions. The superintendent shall represent the Contractor, and all „ communications given to the superintendent shall be as binding as if given to the Contractor. Important communication will be confirmed in writing. Other communications will be so confirmed on written request in each case. M Page 1 - 1/16/93 Lee•Ruff-StarkArchitects �• 1 r _ Tigard/Metzger Meeting l;ause D~00 4. Contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor 10 the Owner and the Architect. 5. Contractor shall forw� .'all communications to the Owner through the Architect 6. Unless otherwise directed, the Contractor shall within one (1) hour after the bid opening, furnish to the Architect and Owner a list of the proposed subcontractors who will be working on the Project. Within forty-eight (48) hours thereafter, the Architect or Owner will notify the Contra(ior in writing If any of the listed subcontractors are unacceptable. Failure by the Architect or Owner to give such notice within the forty-eight hour period shall constitute acceptance. 7. The Contractor shall not contract with any subcontractor or any person or organization proposed for portions of the Work designated in the Contract Documents who has been r6'eeted by the Owner or the Architect. The Contractor will not be required to contract with any subcontractor or person or organization against whom he has a reasonable objection. 8. If the Owner or the Architect refuses to accept any subcontractor or person or organization on a list submitted by the Contractor in response to the requirements of the Contract Documents, the Contractor shall submit an acceptable substitute and an equitable adjustment will be made In the s Contract sum by Change Order if made necessary by reason of such substitution. However, no �.; Increase in the f;ontr:ct sum shall be allowed for any such substitution unless the Contractor has _ acted promptly and responsively in submitting for acceptance any list of names as required by the Contract Documents. Mrw 9. If the Owner or the Architect requires a change of any proposed subcontractor or person or "? organization previously accepted by them, the Contract sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued. .,. 10. The Contractor shall not make any substitution for any subcontractor or person or organization who has been accepted by the Owner and the Architect unless the substitution is acceptable to the Owner and the Architect. 11. All damage or loss to any property caused in whole or in part by the Contractor, any subco,itrac►or, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall he remedied by the Contractor at no cost to the Owner. 12. Contractor shall be solely responsible for Initiating and supervising all safety programs including, but not limited to- a. All persons on the site including the general public, b. All conditions specified in Division 01, and c. All conditions required by codes and/or governmental regulations including OSHA. SECTION 31 - OWNER'S RIGHT TO TERMINATE CONTRACT: 1 Contractor shall give Owner at least 20 day's written notice before filing any petition for bankruptcy. In the event that Contractor files any petition, without first giving the above required notice, this shall --� constitute a material breach of the Contract; and this Contract will automatically become null and void without any further action on the part of either party, as of the time the Intent to file the petition was formed. 2. Should the Contractor make a general assignment for the benefit of his creditors, or R he should persistently or repeatedly refuse or fail, except in cases for which extension of time is granted, to Lee.Ruff-Stark Architects +_ge D~00 Tigard/Metzger Meeting Houtz � • apply enough properly-skilled workmen or proper materials to properly prosecute the Work, or if he should fail to make prompt payment to the subcontractors or materialmen for accepted material or labor, or persistently disregard laws, ordinane,", or instructions of the Architect and the Owner, or otherwise be guilty of substantial violation of any provision of the Contract, then the Owner may, without any prejudice to any other right or remedy and after giving the Contractor five(5)day's written notice, terminate employment of the Contractor and take possession of the premises and all -. materials,tools,and appliances thereon, and finish the Work by whatever method the Owner deems expedient. In such case, the Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract price exceeds the expense of finishing the Work, Including compensation for additional administrative services, such excess shall be paid to the Contractor. It such expense shall exceed the unpaid balance,the Contractor shall pay the difference to the Owner. SECTION 32 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT: 1. If the Work should be stopped under an order of any court. or other public, authority for a periud of thirty(30) days,or if the Architect should fall without proper cause to issue a Certification of Payment within twenty-one (21) days of the request for such Certificati.)n, or the Owner shall fail to pay sucht Certification within twenty-one (21) days of its issuance,then the Contractor may, on seven (7)days written notice to the Owner and the Architect,terminate this Contract and recover from the Owner the percentage of the Contract pricy represented by ;he Work completed as of the date of termination together with any loss sustained on plant and materials which can be established. SECTION 33 - SEPARATE CONTRACTS: 1. The Owner reserves the right to award other contracts in connection with other portions of the ' Project under these or similar Conditions of the Contract. t 2. When separate contracts are awarded for different portions of the Project, "the Contractor" in the Contract Documents in each case shall be the contractor who signs each separate contract. 3. The Contractor shall afford other contractors seasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his Work with theirs. 4. If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and promptly report to the Architect any apparent discrepancies or defects in such work that render it unsuitable for Euch proper execution t and results. Failure of the Contractor so to inspect and report shall constitute an acceptance of the work of the other contractor as fit and proper to receive his work, except as to defects which may deveiop in the other separate contractor's work after the execution of the Contractor's Work. 5. Should the Contractor cause damage to the work or property of any separate contractor on the Project, the Contractor shall, upon due notice, settle with such other contractor by agreement K he will so settle. SECTION 34 - ASSIGNMENT: 1. Contractor shall not assign or sublet this Contract or any part thereof or any monies due him thereunder without prior written consent of the Owner. age t - 1115193 Lee• Ruff-Starkc tech �- LL a; I TlpardlMetzyer Meeting House D~00 � 14� � SECTION 35 - SUBCONTRACTORS: 1. The Contractor's responsibility for this Project includes the work of all subcontractors and materialmen including those recommended or approved by the Owner or its Representatives. The Contractor shall be held responsible to the Owner for proper completion and guarantee of all workmanship and materials under su'Zcontracts and for the acts and omissions of his subcontractors - or their employees. Any warranties required in such work shall be obtained by the Contractor in favor of the Owner and delivered to the Owner. It is expressly understood and agreed that there is no ' contractual relationship between the Owner and any subcontractor, and under no circumstances shall the Owner be responsible for the non-performance or financial failure of any subcontractor or any effects therefrom. 2. The Contractor shall require each subcontractor to agree - •�• a. To be bound by terms of the Contract Documents as far as applicable to his work, b. To assume toward the Contractor the same obligations the Contractor has assumed toward the Owner, including the prompt payment of his employees and materialmen affected by this work, c. To submit his applications for payment to the Contractor in time to permit the Contractor to make timely application to the Owner, d. To execute claim or lien releases or lien waivers as requested by the Contractor for payments made by the Contractor, and e. To make all claims for extra work done or for extensions of time to the Contractor in the same manner the Contractor is to make this type of claim to the Owner. 3. The Contractor agrees in his relationship with the subcontractors- a. To bind himself to the subcontractors by all the obligations that the Owner assumes to the Contractor and b. To pay the subcontractors promptly upon receipt of payment from the Owner that porlion of the funds received as represents the subcontractor's portion of the Work completed to the Contractor's satisfaction for which payment was made by the Owner. SECTION 36 - LIQUIDATED DAMAGES: 1. For each and every calendar day the Work or any portion thereof remains Incomplete after the expiration of the time limit set in the Contract, or as extended by the Owner,the amount per calendar day Indicated in the Supplementary Conditions will be deducted from the money drre or to become due to the Contractor not as a penalty but as liquidated damages and added expense including administrative and inspection cost. 2. Paragraph 1 above notwithstanding, at the time of substantial completion, and after the meeting to certify the same as required in other Sections of this Contract,the liquidated damages will continue, at a reduced amount, and be in full force and effect, not as a penalty but as liquidated damages,for each calendar day that Contractor shall exceed the time allowed for him in the substantial completion certificate as agreed between Owner and Contractor to complete the remaining work on the Project. As may be required,the amounts of liquidated damages, if any,shall be accrued and backcharged against Contractor. lee•Ruff-Stark Architects 11/15/93. Pags N5 i M. r, �gardNetzger Meeting House DNUIon 00 s FMEWT A IT YC._ONDITIONS i ITEM 1 - COMMENCEMENT, PROSECUTION, & COMPLETION OF WORK: 1. Contractor shall be required to commence work promptly after receipt of notice to proceed from the Owner unless the time of commencement has been previously agreed to by the Owner and the •• Contractor. He shall prosecute the Work diligently so as to complete it within the time limit allowed In V b` the Contract Documents. f this Work shall be ZMcalendar days after receipt of notice to proceed 2. The time limit for completion o regardless of time of commencement. ITEM 2 - LIQUIDATED DAMAGES: 1. The amount agreed upon and established as liquidated damages up to substantial completion is 1300.00 per calendar day. 2. The amount agreed upon and established as liquidated damages for each calendar day that Contractor shall exceed the time allowed for in the substantial completion certificate shall be in the amount of one third (1/3) of the amount of the original liquidated damages sum or 110O.00 per calendar day. i 7page J6 • 1/15/ Lee•Ruff-StarkArchitects rv- f x ba Division O1•General RequMernenta Tigard/Metzger Meeting House ° irkr ; + �IVIS10N b1 - GENERAL RE OU IREMENT � i iN 4 ��Ft R 01 000 GENERAL r 1-a« 01 010 SUMMARY OF THE WORK M 01 011 WORK COVERED BY CONTRACT DOCUMENTS 01 013 WORK UNDER SEPARATE CONTRACT {' 01 040 COOR13INATION gwrd 01 045 CUTTING&PATCHING 01 060 REGULATORY REQUIREMENTS ., 01 062 EASEMENTS, PERMITS & REGULATIONS q •J 01 090 REFERENCES A & �'+ 01 092 ABBREVIATIONS 01 100 SPECIAL PROJECT PROCEDURES 01 101 SPECIAL SERVICES REQUIRED +•� 01 102 ACCELERATION OF THE WORK 01 200 PROJECT MEETINGS 01 210 PRE-CONSTRUCTION CONFERENCE 01 220 PROGRESS MEETINGS 01 300 SUBMITTALS 01 301 GENERAL 01 310 PROGRESS SCHEDULE 01 315 SUBMITTAL SCHEDULE 01 320 PROGRESS REPORTS 01 340 SHOP DRAWINGS, PRODUCT DATA, & SAMPLES 01 370 SCHEDULE OF VALUES 01 400 QUALITY CONTROLS 01 410 TESTING LABORATORY SERVICES 01 440 CONTRACTOR'S QUALITY CONTROL J 01 500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS 01 511 TEMPORARY ELECTRICITY 01 512 TEMPORARY LIGHTING 01 513 TEMPORARY HEATING,COOLING,&VENTILATING 01 514 TEMPORARY TELEPHONE 01 515 TEMPORARY WATER 01 516 TEMPORARY SANITARY FACILITIES 01 527 SCAFFOLDING, PLATFORMS. ETC Lee•Rufl•3tark Architects I 1 ager } t ' r l ! r d , t • Ypry`i n. rrr��Jt"EG N p+I v fry ' Dlvislon 01•General ReuulrenMU TlgardNetzger Meeting Hoose_ 01 533 EXISTING TREE&PLANT PROTECTION 01 534 TEMPORARY ENCLOSURES 01 542 PROTECTION FROM SNOW&ICE " 01 543 BRACING,SHORING,&SHEATHING 01 544 PROTECTION OF PERSONS 01 545 PROTECTION AGAINST WEATHER 01 546 PROTECTION OF EXISTING WORT( �. 01 547 FIRE PROTECTION 01 548 PROTECTION OF ADJACENT PROPERTY . 01 551 ACCESS ROADS 01 561 CONSTRUCTION CLEANING 01 568 SURFACE WATER CONTROL_ 01 580 PROJECT IDENTIFICATION&SIGNS 01 591 OFFICES 01 592 SHEDS 01 600 MATERIAL & EQUIPMENT 01 610 DELIVERY, STORAGE,&HANDLING 01 630 PRODUCT OPTIONS&SUBSTITUTIONS 01 700 CONTRACT CLOSEOUT 01 710 FINAL CLEANING 01 715 FINAL INSPECTIONS& ACCEPTANCE 01 720 PROJECT RECORD DOCUMENTS 01 730 OPERATIONS&MAINTENANCE DATA 01 740 WARRANTIES&BONDS r� r' age w 1115/93 ee• •Stark c tects .i. 1. ... F�hRty '.1 roti 'Nidi: o-,: -t, �ux s u. yob '.�''.. ,.e•':. J • r� Tl ardNW er Meeting House Division 01•General Requirements DiyiSioN 01 GENEF3AIL REQUIREMENTS r , i 01 000 GENERAL A 1. Conditions: a. General Conditions and other contractual documents apply to each Division of the Specifications. b. Provisions contained In this Division apply to each Division of the Specifications. r� 2. Workmen: p a. Contractor shall at all times enforce strict discipline and good order an-iong his workmen and shall not employ on the Work any unfit person or anyone not skilled In the work assigned to him. b. Smoking- 1) Contractor shall provide appropriate planes on the Project sitefor those persons desiring to smoke during the course of construction. f 2) There shall be no smoking in building after roof sheathing is Installed 3) Contractor shall pr.,$1 no smoking signs to this effect and enforce the above provision. c. Alcoholic beverages will - be allowid on Project at any time. 3. Taxes: a. Except as contained in the >upplementary Conditions, sales, use, payroll, unemployment, old age pension, and surtax applicable to this Project shall be paid by Contractor with the exception of sales or use tar,on materials furnished by Owner. b. Taxes and assessments on real property comprising the site of this Project shall be paid by Owner. 4. Manufacturer's Directions: a. Follow Manufacturer's directions unle;:s otoerwise indicated in Contract Documents. 5. Sunday Work: A1 a. Work will not be permitted on the Project on Sunday except for emergency work as covered by Section 18 of the General Conditions. END OF SECTION Q_1_QJk SUMMARY OF THE_AORK �-- 01 011 WORK COVERED BY CONTRACT DOCUMENTS 1. Unless otherwise provided, Contractor shall provide at his expense all materials, labor, equipment, tools,transportation, and utilities, Including cost of connection, necessary for successful 7— completion of Project. .- 01 J13 WORK UNDER OTHER CONTRACTS 1. Major building and site improvements demolition is beim undertaken under separate cont:act. Contractor for this project(construction of the Meeting House) shall be responsible for demolition and site clearing not included In the separate contract. Information rogarding the separate contract is available from the arch;tect's office. The contractor for this project shall be responsible for verifying actual (construction of the Meeting House) conditions and accounting for same in contract price. END OF SECTION — �• u to Architects 1 age ,. -AIL A Dlvlslon 01•General Requlre+^^-;s Tigard/Metzger Meeft House a 01 040 COORDINATION a' 01 045 CUTTING & PATCHING 1. Contractor shall coordinate all cutting,fitting,or patching of work that may be required to make the several parts of the Work come together properly and fit it to receive or to be ren.eived by other portions of his own work or that of subcontractors cr installing materialmen as shown or reasonably Implied by Contract Documents for completed structure. Also, make or have made proper and sufficient repair or closure as Architect may direct. 2. Do not endanger any work by cutting, digging, etc,and do not cut or:ker work of any Section without prior consent of Architect. END OF SECTION Q1 QQ,Q REGULATORY REQUIREMENTS 01 062 EASEMENTS, PERMITS & REGULATIONS f. 1. Ensements: a. Permanent easements necessary for completion of this Work shall be procured and paid for by Owner. 2. Permits: a. Contractor shall obtain and pay cost of permits, licenses, fees, and bonds necessary for completion of this Work. b. Contractor shall secure certificates of inspection and of occupancy that may be required by authorities having jurisdiction over the Work. He shall deliver these certificates to Architect prior to execution of Certificate of Substantial Completion. 3. Regulations: a. Contractor and others working under his jurisdiction shall perform all work in compliance with laws, regulations, and ordinances of any kind required by governmental authority or other agency having jurisdiction over this Work. b. If Contractor observes that Contract Documents are in variance with any laws, regulations, and ,. ordinances, he shall notify Architect and shall not proceed unless necessary changes required for compliance with said laws, regulations, and ordinances have been effected as provided in General Conditions, Section 21. Contractor shall be fully responsible for any work knowingly performed contrary to said laws, regulations,and ordinances and shall fully i indemnify Owner against loss and bear all costs and penalties arising there from. END OF SECTION }, r.: {` 01 090 REFERENCES 01 092 ABBREVIATIONS 1. Abbreviations used in this specification for various societies, organizations, or government bodies shall stand for the following: AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ANSI American National Standards Institute ' ASTM American Society for Testing and Materials AISC American Institute of Steel Construction AITC American Institute of Timber Construction AISI American Iron and Steel Institute P APA American Plywood Association AWS American Welding Society r.. r 9ge 4 • 1115. Lee•Ruff-StarRc tecta } rw TlgardNetzger Meeting House Division 01•WKS!ReAulrements r »y AWPA American Wood Preservers Association AAMA Architectural Aluminum Manufa„turers'Association AWI Architectural Woodwork Institute ' BHMA Builders Hardware Manufacturers Association DFPA Douglas Fir Products Association DHI Door&Hardware Institute FHA Federal Housing Authority GSA General Services Administration ICBO International Conference of Building Officials NAAMM National Association of Architectural Metal Manufacturers w NEMA National Electrical Manufacturers'Association NWMA National Woodwork Manufacturors'Association SMACNA Sheet Metal &Air Conditioning Contractors National Assoc SPIB Souter rrn Pine Inspection Bureau SSI Stainless Ste,11 Institute SDI Steel Gooi Institute UL Underw0te;'s Laboratory �i WWPA Western Wood Products .Association -, END OF SECTION Ill 100 SPECIAL PROJECT PROCEDURES ^� 01 101 SPECIAL SERVICES REQUIRED 1. Contractor shall install certain items as specified to be furnished by Owner, or shall receive and ^, store in safe condition certain other items which will be purchased direct by Owner, all in accordance with the particular language in the following Sections of the Specifications: a. Items excluded from Contract and provided by Owner- 1) Carpet Division 09 i 2) Pews Division 12 wi b. Items furnished by Owner but installed by Contractor- 1) Interior Signs - Division 10 2) Ranges and Refrigerators - Division 11 . 3) Rostrum Casework - Division 12 4) Rostrum Seating - Division 12 c. New furnishing staging program i 2. For all items specified above, Contractor shall: ,.., a. Allow sufficient lead time for orderly procurement. b. Schedule deliveries in harmony with construction schedule and give written notice to vendors -- and Owner of any revisions to delivery dates at least 90 days in advance. 1) Maintaining Owner's integrity with national purchase agreement sources and selected ” vendors requires that installation crewsare not directed to commence work before job conditions will permit their performance. 2) Owner may back-charge Contractor for Owner's installer's actual expenses resulting from .- faulty scheduling of work relating to items in this Section. c. Receive and unload during normal working hours. d. Verify that number of packages received matches number listed on freight bill and check packages for external damage. Report damage and loss on freight bill. Within one day of freight delivery, send freight bills recording loss or damage to 'The Church of Jesus Christ of Latter-day Saints, Attn: Traffic Section, 13th Floor, 50 East North Temple Street, Salt Lake City, Utah P4150. Identify freight bill with name of Froject as listed in Contract Documents. - Lee•Ruff-Stark Architects 1 r Page i a" Division 01.General Requlrernents Tigardmetzger Meeting House `} 1) Shortages and damages not recorded and reported as specified above shall be repaired or replaced, as determined by Owner, at Contractor's expense. 4 e. Store and protect until date of Substantial Completion. Deliver items not stored and • protected within building to appropriate location within building whey, required. 01 102 ACCELERATION OF THE WORK 1. If, In judgment of Architect or Owner, it becomes necessary at any time to accelerate the Work or a portion thereof, Contractor, when ordered or directed by Architect or Owner, shall deploy the workmen in such portions of the Project where directed to enable others to proper'v engage and carry on their work. a. If circumstances require that the entire Work or a portion thereof be completed at a date earlier than contract completion data as adjusted by change orders, Contractor, when ordered or directed by Owner or Architect, shall increase his forces, equipment, hours of work, and/or number of shifts and shall expedite delivery of materials to meet the altered completion date or dates ordered or directed: Any increase in cost to Contractor in compliance with such orders or directives will be adjusted in accordance with the Work. 2. If, in judgment of Architect or Owner,the Work Is behind scheduleand rate of placement of work Is inadequate to regain scheduled progress so as to insure timely completion of the Work or a separable portion thereof, Contractor,when so informed by Architect or Owner, shall immediately take action to increase rate of work placement. + a. This shall be accomplished by any one or a combination of the following or other suitable measures- _ 1) An increase in working forces, 2) An increase in equipment or tools, 3) An Increase in hour of work or number of shifts, 4) Expediting delivery of materials. -- b. Contractor shall, within ten (in) calendar days after being so Informed, notify Architect of specific measures taken and/or planned to increase rate of progress together with an estimate of when scheduled progress will be regained. Should the plan of action be deemed inadequate by Architect or Owner, Contractor will take additional steps or make adjustments as necessary to his plan of action until it meets with Architect's or Owner's approval. c. Acceleration of work will continue until scheduled progress is regained. Scheduled progress shall be established from the latest revised approved progress schedule for the job. Timely completion will be understood as contract completion date as revised by all time extensions granted at the time acceleration is undertaken. d. Contractor shall not be entitled to additional compensation for additional effort he applies to the Work under the terms of this sub-paragraph. 3. Any directive or order to accelerate the work will be in writing. Any directive or order terminating accelerated work will be in writing. END OF SECTION 01 2 Q _PHQ.• rECT MEETINGS q 01 210 PRECONSTRUCTION CONFERENCE 1. A preconstruction conference between Architect, Owner's representative, and Contractor shall be held prior to commencement ofthe Work. a. This meeting shall be for the purpose of - 1) Resoling current problems 2) Further orienting Contractor to requirements of Contract Documents 3) Informing Contractor of Architect's responsibility to Owner for inspection 4) Working out with Contractor a general schedule of inspection Lee. u tar c tecta gage 6! 1/�— ow Tl erdlMetx er Meeting House Division 01•C•er>er81 Requimmenb 01 220 PROGRESS MEETINGS 1. Periodic job site meetings will be held by Architect. a. Contractor shall attend such meetings and shall require subcontractors to attend as j necessary. z' b. These meetings are for the purpose of - 1) Insuring that all activities are being coordinated properly on project, 2) Assistingin staying on schedule. i 3) Checking status of - a) Submittals b) Changes C) Progress payments 3 4) Review of other matters d 01 246 PRE-INSTALLATION CONFERENCES 1. Pre-installation conferences between Architect, Contractor, and system installers shall be held at 1 the site prior to commencement ofwork specified in trade Sections requiring such a conference. a. Meetings shall be for the purpose of - 1) Orienting Contractor to requirements of the Contract Documents 2) Reviewing coordination between trades 3) Reviewing (:Iquirsments of other trades which affect work of trade Section. 2. These meetings should he scheduled to be held in conjunction with Architect's inspection visits. END OF SECTION 01 300 SUBMITTAL .5 301 GENERAL 1. Deliver submittals to the Architect unless indicated otherwise. Accompany each submittal with a letter of transmittal indicating. a. Title of Project _.. b. Name of Contractor c. Date and Title of Submittal d. Specification Section number 01 310 PROGRESS SCHEDULE • 1. Contractor shall provide computerized CPM network PER and GANTT charts showing sequence of work and submit for Architect's review. Following requirements are included to assist Archhect In appraising proposed schedule's logic and potential usefulness in evaluating progress of work. Program shall consist of PERT and GANTT diagrams and accompanying mathematical analysis. a. Diagrams shall show elements of Project in detail and a Project summary. ependence of constructions activities and sequence In b. Diagrams shall show order and interd which work Is to be accomplished as planned by Contractor. c. Detailed network activities shall include, In addition to construction activities, the following hems. Selection and number of activities are subject to Architect's review. 1) Submittal and approval of submittals required under Section 01 340. 2) Procurement of critical materials and equipment 3) Fabrication of special material and equipment,their Installation, and their testing 4) Activities of Owner and Architect that affect progress d. Detailed network diagrams shall be time scaled by month or by week. e. Sheet size of diagrams shall be 30 by 42 inches minimum. Each updated copy shall show date of latest ravision. f. Network diagram shall include tabulation of each activity. Furnish folk)wing Information for each activity on analysis and diagram forms. ee• uto rc tecta 1 eqe f � i I li's� low "� Division 01-General Requiem ft Tigam Met ep r Mleetini Huse 1) Preceding and following event numbers 2) Activity Description 3) Estimated duration of activities 4) Earliesi start date by calendar date 5) Earliest finish date by calendar date 6) Actual start date by calendar date 7) Actual finish date by calendar date 8) Latest start date by calendar date 9) Latest finish date by calendar date -- 10) Slack or float time in calendar days 11) Percentage of activity completed g. Program or means used in making mathematical computation shall be capable of compiling total value of completed and partially completed activities. Program shall also be capable of accepting revised com-letion dates as modified by approved time adjustments and recomputations of tabulation and float dates accordingly. h. Mathematical analysis shall show activities as follows 1) Contract amount 2) Previous payments 3) Current request 4) Percent complete 2. Submit completed network program consisting of detailed network mathematical analysis, schedule of anticipated earnings as of last day of each mon!h, and network diagrams within thirty calendar days after receipt of Notice to Proceed. 3. Contractor shall participate in review and evaluation of p;oposad network PERT diagrams and mathematical analysis of GANTT diagrams by Architect. Resubmit for Architect approval revisions necessary due to this review within ten calendar days after conference. Contractor shall use approved schedule for planning, organizing, and directing the Work, for reporting progress, and for requesting payment for work accomplished. If Contractor subsequently desires to make changes in his method of operating and scheduling, he shall notify Architect in writing stating reasons for change. Contractor shall not make changes without written approval of Architect and Owner. 4. Submit initial submittal, complete revisions, and periodic reports in three copies, one reproducible and two prints. 5. Approved Project Management Software Programs - r a. Time Line 5.0 Project Management by Symantec Corp, Project Management Group, 7200 Redwood Boulevard, Novato, CA. 94945 (415) 898-1919 b. Primavera P3 Project Planner by Primavera Systems Inc, Two Bala Plaza, Bala Cynwyd, PA 19004 (2'i 5) 667-8600 c. Suretrak 2.0 Project Scheduler by Primavera Systems Inc, Slrretrak Div, 1574 West 1700 South, Salt Lake City, UT 84104 (801) 973-9610 d. Plan Trac by Cornputerline Inc, P O Box 639, 21 Old Meetinghouse Road, Auburn, MA 01501 (800) 752-6123 e. Mac Project II by Claris Corp, P O Box 58168, Santa Clara, CA 95052-8868 i f. Fqual as approved by Architect prior to bidding. See Section 01 630. 01 315 SUBMITTAL SCHEDULE? 1. Contractor shall, within twenty (20) calendar days after receipt ofNotice to Proceed, furnish a submittal schedule listing all hems that willbe fumished for review to Owner and Architect. a. This schedule shall include, among other things, shop drawings, Manufacturer's literature, certificates of compliance,materials samples, materials colors,guarantees; etc. b. Schedule shall indicate type of item, contract requirement reference, Contractor's scheduled dates for submitting the Items, and projected need dates for review answers from Arrhi:dct. Schedule shall show a minimum of twenty (20) calendar days after receipt for reviewby Architect. If resubmittal is required, an additional fifteen (15) days will be allowed for after age 8 - 1/15/95 Lee• uff-Stark kefiltects Division 01•Genera!Requiretwts Tigartifttzger Meeting House receipt. Contractor shall revise and/or up-date this schedule as appropriate and submit it with- each payment estimate until all items have been submitted and reviewed. 1 with progress schedule for all the Work. Contractor a Submittal schedule shall be coordinated <�+I shall revise and/or up-date the schedule to insure consistency with the progress schedule as It may be revised and/or updated. Such revised submittal schedules shall be promptly provided. as i d. Furnishing of the submittal schedule with allon thereto shall not Specification egbueiremens for items Ion tha t.,..` Contractor of his obligation to comply schedule. 01 320 PROGRESS REPORTS 1. Contractor shall prepare daily reports of his operations and forward them to Architect on at least a .., weekly basis. The daily report will contain at least the following information: a. Weather conditions, � b. Manpower on the job in each trade, c. Major items of equipment on the job, d. A brief summary of work accomplished that day, e. Materials, equipment,or Owner-furnished items arril ung or leaving site, f. Significant events including meetings held, .-. g, Any tests made and their result if known, h. Any oral instructions received, 1. Visitors to the job including meeting attendees. 2. Contractor shall maintain a file of copies of all daily reports on the site and make it available to Architect or Owner upon request. f 01 340 SHOP DRAWINGS, PRODUCT DATA, & SAMPLES 1. Definitions: a. Shop drawings are drawings, diagrams, Illustrations, schedules, performance charts, brochure , and other data which are prepared by Contractor or any subcontractor, manufacturer, supplier, or distributor. Shoo drawings illustrate some portion of the Work and confirm dimensions and confoimance it ( ontract Documents, but are not a part of the Contract Documents. b. Samples are physical examples furnished by Contractor to illustrate materials, equipment, color,or workmanship and to assist i,i the establishment of standards by which the Work will be judged. 2. Procedure: a. Contractor shall review and designate (stamp) his approval and submit to Architect, with reasonable promptness and in orderly sequence, all shop drawings and samples required by the Contract Documents. Shop drawings and samples not required by the Contract Documents but requested by Contractor or supplied by those under contract to him need not be submitted to Architect for review unless specified. These shop drawings shall meet i specified shop drawing requirements except thosr, relating to submission to Architect. 1) By approving shop drawings and samples, Gontractor representsthat he has determined and verified field measurements, field construction criteria, materials, catalog numbers, and similar data,or will doso, and that he has checked and coordinated each shop drawing and sample with requirements of the Work and of the Contract Documents. 2) Contractor shah near cost of reproducing copies of shop drawings required by all concerned. Instead of prints, a sepia may be required. Cost of samples, together with transportation,delivery,andany other costs, shall be borne by Contractor. 3) Shop drawings shall be complete and detailed. 4) Shop drawings and samples shall be properly Identified as specified or as Architect may require. lee� 1 Ruff. a Architects 1115193 - W �. � M }� .6.J L # �1g Ertl ti 11 gg{{gTT � 1 J, JAL ... Divislon 01•General Requtmnwnts TlgardVetzger Meeting House +� 5) Contractor shall reject shop drawings not In conformance with the Contract Documents,or shall submitas a change order for approval,as required under Section 21,paragraph e,of- the General Conditions, prior to performing non-conforming work. 6) Maintain one copy of approved shop drawings and samples on Project site until completion of Project. b. Review By Architect- 1) Review of shop drawings and samples by Architect shall not be construed as a complete check but will Indicate only that the general method of constructionand detailing Is satisfactory. Review of such drawings and samples will not relieve Contractor of responsibility for any error which may exist in the submittals. Review of such shop drawings and samples does not relieve Contractor of responsibility to comply with Contract Documonts. 2) Divisions and Sections of the Project Manual requiring submission of shop drawings and samples to Architect are identified within the technical specifications. Ifa broadscope Section heading is given, all of the subsections in that Section are to submit shop drawings. Submit seven copies of shop drawings and other submittals and three samples unless specified otherwise, 3) Shop drawings and samples reviewed by Architect will be identified as having rec(.:ved such review by being so stamped and dated. If review "with exception" or"as noted" by Architect Is so identified, stamped, and dated, Contractor shall comply with notations ' shown. If such qualified review Is shown or If the shop drawings are not reviewed by Architect or if resubmission is so directed, Contractor shall make any corrections required or indicated by Architect at Contractor's expense. -- 4) Jne copy of each shop drawing and one of each sample will be retained in Architect's officeuntil completion of the Project. 4. No work requiring a shop drawing or sample submission shall be commenced until submission has been approved by Architect. 01 370 SCHEDULE OF VALUES 1. A schedule of dollar values shall be submitted to Architect and Owner not less than twenty(20) days prior to first request for paymentand shall be a condition precedent to processing first payment. Schedule of values shall be submitted on Owner's standard payment request form. This breakdown shall follow the trade Divisions of the Specification and each item thereunder shall Include its pro rata part of overhead and profit so the sum of the items will equal the contract price. Breakdown will correspond exactly to items of worts In the progress schedule including work of subcontractors. END OF SECTION QJ 400 DUALITY CONTROLS 01 410 TESTING LABORATORY SERVICES 1. Testing provisions are as outlined in the General Conditions. 01 440 CONTRACTOR'S DUALITY CONTROL 1. Material Quality- a. Materials Incorporated Into Project shall be new,of specified quality, and furnishedin sufficient quantity to facilitate proper and speedy execution of theWork. b Contractor shall furnish evidence of the quality of materials incorporated into Project as required by the Contract Documents or at request of Architect. c. Materials not meeting requirements of the Contract D3cuments shall be removed from Project and replaced with materials meeting Contract Document requirements by Contractor with no additional expense to Owner. Page 1 - 111Lee• tar c tecta d r TlgerdlMefzger Meeting House - Otvlslan 01•General Requkementa I w 2. Asbestos - ` a. The Contract Documents for this Project have been prepared in accordance with generally �t accepted professional architectural and engineering practices. Accordingly, no asbestos or t I products containing asbestos have been knowingly specified for this Project. Notify the Architect immediately for instructions if- �, 1) Materials containing asbestos are brought to the site for inclusion in the Work. 2) Asbestos materials are encountered in any existing structures upon which work is being performed. b. At Architect's direction and with Owner's approval, an independent testing laboratory will perform testing procedures on suspect r.oaterials. s c. Contractor shall certify that based upon his best knowledge, information, inspection, and belief no building materials containing asbestos were used in the construction of the Project. Submit certification on form provided by Owner. END OF SECTION 01 500 CONSTRUCTION FACILITIES A TEMPORARY _CONTROLS -• 01 511 TEMPORARY ELECTRICITY 1. Contractor shall provide and pay for all construction power. Mi. 2. Temporary electrical system shall comply with local codes and Article 305, Temporary Wiring, of the National Electrical Code. 01 512 TEMPORAR" LIGHTING 1. Contractor shall provide and pay for all construction lighting. .` 01 513 TEMPORARY HEATING, COOLING, & VENTILATING 1. Arranged and paid for by Contractor. a. Contractor shall be responsible for installation and operation of temporary heating, cooling, and ventilating units including fuel, temporary piping, fittings, wiring, and connections necessary. b. Contractor shall be responsible for damage to building and contents caused by cold, heat, dampness, and heating, cooling, and ventilating equipment. 2. Contractor shall maintain safe conditions for use of temporary heating, cooling, and ventilating systems including, but not limited to,following: a. Operate equipment in accordance with Equipment manufacturer's instructions, b. Provide fresh air ventilation required by equipment manufacturer. c. Keep temperature of fuel containers stabilized. d. Secure fuel containers from overturning. e Operate equipment away from combustible materials. I. Provide adequate fire extinguishers in conjunction with Section 01 547. 3. Specific:heating requirements include but are not limited to: a. Gypsum Board - 55 deg F minimum day and night during entire joint treatment operation and until execution of Certificate of Substantial Completion. ' b. Ceramic Tile - 50 deg F minimum during preparation of mortar bed, laying of tile, and for 72 , hours after completion of the work. c. Acoustical Tile 70 deg F minimum during setting of tile. d. Wood Flooring "70 deg F minimum where material Is stored prior to Installation,for one week prior to installation, continuously during installation, and one week after application of final coat of floor finish. e. Resilient Flooring - 70 deg F minimum during application. I. Carpeting - 60 deg F minimum and 95 deg F maximum for 7 days prior to laying of carpet and continuously during installation. Ruff to rc tecta 1115/93 age i i Division 01•General Requirements TigardfMetzger Meeting House g. Painting - 55 deg F minimum during painting operations and untildry. 4. When temporary heating,cooling,or ventilating is no longe►.equired or as soon as the permanent heating system may be used,Contractor shall dismantle the temporary system and shall at his owl) expense, including cost of fuel, operate permanent mechanical system, assuming all responsibility and risk thereof. Contractor shall return permanent mechanical equipment to 'like- new'condition for Substantial Completion Inspection. 01 514 TEMPORARY TELEPHONE 1. Contractor shall install a job telephone at his own expense. Local calls shall be paid for by Corrt►:i.ior. Long-dis'ance and tol;calls shall be paid for by party making the call. 01 515 TEMPORARY WATER 1. Contractor shall provide and pay for all water for building purposes which is required by all trades. - 01 516 TEMPORARY SANITARY FACILITIES °A' 1. Contractor shall provide and maintain a sanitary temporary toilet. 2. As soon as condition of Work will allow,the temperary toilet shall be located within the building. 3. Where possible,this temporary toilet shall be connected to sewer. 4. Temporary outside toilet shall be removed at completion of the job. 01 527 SCAFFOLDING, PLATFORMS, ETC 1. Contractor or his subcontractors shall furnish and maintain all equipment such as temporary stairs, ladders, ramps, platforms, scaffolds, hoists, runways, derricks, chutes, elevators, etc, as required for proper execution of the work. 2. All apparatus, equipment, and construction shall meet all requirements of the Labor Law, safety regulations, and other State or local laws applicable thereto. 3. As soon as possible, permanent stag framing shall be erected. Contractor shall provide framing with temporary treads, handrails, and shaft protection. 01 533 EXISTING TREE & PLANT PROTECTIO', 1. Prior to commencing site work, erect and maintain protective fencing around existing trees and vegetation Identified by Architect. 2. Individual trees shall have protective fencing erected beyond drip line and to satisfaction of Architect. 3. Groups of trees and other vegetation shall have protective fencing erected around entire group to satisfaction of Architect. 4. Areas within protective fencing shall remain undisturbed and shall not be used for any purpose. 5. Vegetation that has died or has been damaged beyond repair shall be removed and replaced by Contractor to satisfaction of Architect. - 01 534 TEMPORARY ENCLOSURES 1. Contractor shall provide temporary weathertight enclosures for all exterior openings as soon as walls and roof are built so as to protect all work from the weather. 01 542 PROTECTION FROM SNOW & ICE 1. Contractor shall remove all snow and Ice as may be required for the proper protection and prosecution of the work. 01 543 BRACING, SHORING, & SHEATHING 1. Contractor shall provide all shoring, bracing, and sheathing as required for safety and for proper execution of the work and have same removed if required when the Work is completed. 2. Contractor shall be responsible for design and placement of all tsmporary support prior to completion of vertical and lateral load systems. Page 12• 11 _ Lee•Ru-ff-Stark Architects -- i Tigard/Metzger Meeting House Division 01-General Rer;Are rwts 01 544 PROTECTION OF PERSONS 1. Contractor 0all provide installation and maintenance of necessary precautions to protect all persons on the site, Including membersof the general public, from injury or harm, including but not limftedto: a. Posting of appropriate warning signs in hazardous areas. b. Providing guardrails, barricades of adequate heights, together with warning lights around obstructions,pits,trenches,or similar areas in on-site or adjacent streets, roads, sidewalks,or ! on the site of structure itself. Such guardrails around openings in floors or roofs shall be at least 3'6" in height. W c. When use or storage of explosives or other l azardous materials or equipment is necessary for ! the execution of the work, Contractor shall axercise the utmost care and shall carry on such activities under the supervision of proper!;qualified personnel. I 01 545 PROTECTION AGAINST WEATHER 1 Contractor shall at all times provide protection against weather(rain,winds, storms,frost,or heat) so as to maintain all work,materials, apparatus,and fixtures free from injury or damage. At the end of the day's work, all new work likely to be damaged shall be covered. i 2. During cold weather, Contractor shall protect all work from damage. If low temperatures make it Impossible to continue operations safely in spite of cold weather precautions, Contractor shall -- cease work and so notify Architect. f 01 546 PROTECTION OF EXISTING WORK 1. Contractor shall protect all streets, private roads, and sidewalks, including overhead protection where required, and shall make all necessary repairs for damage thereto during course of the work j at his own expense. 2. Any work damaged by failure to provide protection shall be removed and replaced with ,few work at Contractor's expense. 01 547 FIRE PROTECTION 1. Contractor shall provide and maintain In working order two Standard UL Labeled ABC all purpose 10 Ib fire extinguishers. These extinguishers shall not be incorporated into the final Project. ;. 2. Fires shall not be built on the premises. O1 548 PROTECTION OF ADJACENT PROPERTY 1. Contractor shall provide all necessary protection for adjacent property and lateral support thereof. ! O1 551 ACCESS ROADS ! 1. It shall be the responsibility of Contractor to build and maintain all required roads to the building. i 01 561 CONSTRUCTION CLEANING 1. Contractor shall keep premises broom clean during progress of the Work. 2. Remove waste materials and rubbish caused by employees, subcontractors; and installing materialmen. 3. Prior to and during process of painting and varnishing,clear area where such work is in progress of all debris, rubbish, and building materials which may cause dust. Sweep floors as required and take all possible steps to keep area dust free. 4. Prior to arrival of carpet installers, Contractor shall prepare and clean floors as specif led In 09 680 r CARPET. f 01 568 SURFACE WATER CONTROL 1. Contractor shall at all times protect the excavation, trenches, and building from damage from rain water, spring water,ground water,backing up of drains or sewers, and all other water,and: I a. Provide pumps and equipment and enclosures necessary for such protection. 'Lee-Ruff Architects 1/15/93- Page 113 I `a -WJ 0 �w... Y t .4 ' :. a Division 01�C�erwW Reciulremnts TlgardVetzger Mestlng House b. Construct and maintain necessary temporary drainage and do pumping necessary to keep site free of water. 2. Cost of water control shall be borne by Contractor. Owner may, if promptly notified of adverse underground water conditions, negotiate reasonable financial relief for Contractor where such conditions could not have been reasonably determined from Soils Engineer's Report or by commonly known local conditions. 01 580 PROJECT IDENTIFICATION & SIGNS ' 1. Contractor shall, as part of his work, prepare and erect one painted sign, size 4'-0" x 8'-0" as q. detailed on Drawings. , r � 2, Locate sign as shown on Drawings. 3. No other sign or advertisement shall be displayed on the building site. 01 591 OFFICES 1. Contractor shall at all times provide and maintain a weathertight office for use by Cohtr?ctor, Architect, and subcontractors. This building shall be property of Contractor and shall be removed when directed. 2. This office shall be heated when needed and provided with doors and locks, tables, benches, and racks for drawings. 01 592 SHEDS 1. Contractor shall provide and maintain on the premises, neat,weather-tight storage she(4,for storage of all materials which might be damaged or affected by weather or moisture.These sheds shall have wood floors raised above the ground. Sheds shall be property of Contractor or subcont and shall be removed at completion of the Work. • w END OF SECTION , f i E 01 600 MA ERI L & EQUIPMENT 01 610 DELIVERY, STORAGE, & HANDLING 1. Materials shall be delivered to the site in original packaging with labels and trademarks Intact, and such labels and trademarks shall remain Intact until used. 2. Contractor shall confine his apparatus, storage of materials, and operations of his workmen to - limits indicated by law,ordinances, and permits and shall arrange and maintain parking of vehicles and storage of materials in an orderly manner leaving all walks, driveways, roads, and entrances, unencumbered. 3. Protect equipment on site from physical damage and from the elements by measures satisfactory to Architect. Rotate rotating equipment four turns once each week during construction. 01 630 PRODUCT OPTIONS & SUBSTITUTIONS 1. When several products are specified in the Contract Documents by name for one use, Contractor may select any one of those specified. However, use only products from a single manufacturer for one use. 2. Wherever a product or class of material Is specified exclusively by trade name, name of maker,or by catalog reference, use only such specified product unless Architect's approval for a substitution has been secured by Addendum. Products and materials not specified in the Contract Documents and installed in the Work shall be removed and replaced by speciflod products and materials at no additional cost to Owner and for no additional time added to Contract. 3. Wherever words"Approved by", "Satisfactory to", "submitted to", "inspected by,"or similar M+ phrases are used In these specifications,they shall be understood to mean that the material or Rem referred to shall be approved by, be satisfactory to, submitted to,or inspectedby Architect. END OF SECTION Pape 151Lee• . tarc t�tects .. _ _ . i ti Division 01•Germl R tdmff ttb TlgaMl�Aetager Meeting House � 01-100 CON_?RACT CLQSEOUT 01 710 FINAL, CLEANING 1. Contractor shall, at completion of worts, removeall rubbish from under and about the building, all his tools, scaffolding, and surplus materials and shall leave the building clean and habitable, i having thoroughly swept floors, cleaned windows, and dusted flat surfaces such as cabinet tops r;.id window Mills. 2. In additional to general cleaning noted above, Contractor shall do the following special cleaning for all trades at completion of work - !'Z a. Interior- 'w 1) Wash and polish inside glazing, exercising care not to scratch glass. 2) Remove marks, stains,fingerprints and other soil, and dirt from painted, s decorated, and stained work. 3) Clean and polish woodwork. b - 4) Clean and polish hardware for all trades. T;,,s shall include removal of stains,dust, i �^ dirt, paint, etc. 5) Remove spots, soil, and paint, and wash tilework. 6) Clean fixtures and equipment and remove stains, paint,dirt, and dust. 7) Remove temporary floor protection and clean floors. Spray buff resilient flooring. ..1 8) Clean metal surfaces, including floors and windows, required to have polished finishes, of oils, stains,dust,dirt, etc. Palish surfaces, leaving them without fingerprints or other blemishes. fi b. Exterior- !, 1) Wash and polish outside glazing, exercising care not to scratch glass. 2) Remove marks,stains, and dirt from exterior surfaces of building. 3) Clean and polish hardware for all trades. This shall include removal of stains,dust, dirt, paint, etc. i 4) Clean fixtures and equipment and remove stains, paint, dirt, and dust. 5) Remove temporary protection systems. 6) Clean all dirt, mud, and other foreign material from paving, sidewalks, and gutters. i { 7) Clean and drop inlets,through-curb drains, and other drainage structures. 8) Remove all trash,debris, and foreign material from landscaped areas. 3. If Contractor fails to clean up, Owner may do so and the cost thereof will be charged to the Contractor. I 01 715 FINAL INSPECTIONS & ACCEPTANCE 1. Pre-Substantial Completion Inspections: a. Upon completion of P,-oject, Contractor shall request a Pre-Substantial Completion Inspection in writing. Completion of Project shall be at. stated in Progress Schedule specified In Section h 01 310 and shall Iaave sufficient time between completion of Project and expiration of Contract time to allow correction of work. b. Architect and his consultants will conduct Pre-Substantial Completion Inspection in presence ,�. of Contractor's designated representative. List offtems to be corrected by Contractor will be furnished to Co,iiractor within two days of Pre-Substantial Completion Inspection. c. Contractor shall notify Architect in writing when items have been corrected. Upon Architect's verification of correction of Items, Architect will arrange a substantial completion inspection to Include Owner and User representatives. Architect will also notify Contractor, Owner, and User representatives in writing of tirne and place of inspection. 2. Substantial Completion Inspection.- a. nspection:a. At substantial completion inspection, unless building is rejected, Owner, Architect, and Contractor will execute a Certificate of Substantial Completion which states dates for- 1) User occupancy 2) Commencement of warranties dee-Ruff to rG tecta__— age 115 • .. 1 Division 01-General Requirements Tigard/Metzger Meeting House 3) Final acceptance meeting 4) Modifications to the amount assessed for liquidated damages b. After Inspection and it necessary, Architect will furnish final list of items to be corrected. 3. Final Acceptance Meeting: a. Final acceptance meeting will ensure that deficiencies noted at the substantial completion Inspection have been corrected according to terms of the substantial completion certificate. b. When all Items have been corrected, Arohitect will issue a letter to Owner authorizing final payment. c. If all items have not been corrected as agreed, Owner may elect to complete the Work under z provisions of Section 26 of the General Conditions. x, • 01 720 PROJECT RECORD DOCUMENTS 1. Contractor shall deliver to Architect prior to substantial completion inspection: a. Accurate record drawings and letters of the work illustrating and defining work constructed in any way at variance to that shown on Contract Documents. b. Record drawings or descriptive lettere for other work if required by Contract Documents or if requested by Architect. ' c. Certificates of inspection and of occupancy that may be required by authorities having jurisdiction over the Work. 01 730 OPERATIONS & MAINTENANCE DATA 1. Owner will deliver to Contractor set of binders prepared to receive Operations& Maintenance Data to be submitted during course of construction. 2. Contractor shall include following information In Meetinghouse Operations & Maintenance Manuals- a. Copy of complete Project Manual and each Addendum. 1) Mark Project Manual Sections In green to show changes authorized by Addenda Items, Change Order items, and I ield Order items. Label each item with Addenda, Change Order,or Field Order number or other identification. 2) Mark specification Sections in red to indicate actual products, systems, and work provided. b. Copy of Soils Report. c. Submittal for each Section requiring an Opeiauons& Maintenance Manual Data submission to include following elements - "r 1) Completed cover sheet equal to sample cover sheet included in Sample Forms. E 2) Product Data and other information as required by individual Section. Mark manufacturer's product literature to Indicate items incorporated into Project. 3) Certifications 4) Copies of specified Warranties 3. Submit Operations & Maintenance Manuals at Pre-Substantial Completion Inspection to allow inspection by Architect, his consultants, and Owner's representatives prior to Final Acceptance Meeting. 4. At time of execution of Certificate of Substantial Completion, Contractor shall turn over completed Meetinghouse Operations & Maintenance Manuals to Architect. Final payment for Project will not be made until Operations & Maintenance Manuals have been completed, submitted, and approved. 01 740 WARRANTIES & BONDS 1. When written guarantees beyond one year after substantial completion are required of any Section of the Work, Contractor shall secure such guarantees and/or warranties properly addressed and signed and in favor of Owner. These documents shall be Included in Meetinghouse Operations & Maintenance Manuals required by Contract Documents. 2. Delivery of guarantees and warranties shall not relieve Contractor from any obligation assumed under any other provisions of his contract. 3. Nothing in this Section intends or impiles that guarantees and/or warranties shall apply to work abused or neglected by Owner. END OF SECTION PageLee•Ruff-StarkArchitects 9 1 01. � 4�a � .� ; ��,• f 1 t K�f� .�.., �1 r + f �, — wbi' � i Y�,�� tl rs n � .,i 4 � >,� Y � 1�., M"Ung House Division 02•SIN 1Ma1'k ) , VISION 02 SITE WOK x " 02 100 SITE PREPARATION 02 110 SITE CLEARING 02 200 EARTHWORK m 02 211 ROUGH GRADING 02 212 FINISH GRADING ,., 02 220 EXCAVATING,BACKFILLING,&COMPACTING s" 02 233 GRANULAR BASE •r 02 283 VEGETATION CONTROL "~ 02 500 PAVING & SURFACING k•, 02 510 ASPHALTIC CONCRETE PAVING 02 521 CAST-IN-PLACE CONCRETE SITE ELEMENTS 02 580 PAVEMENT MARKING 02 660 WATER DISTRIBUTION 02 668 POTABLE WATER SYSTEMS 02 680 FUEL DISTRIBUTION q � 02 685 GAS DISTRIBUTION SYSTEMS 02 700 SEWERAGE 6 DRAINAGE J 02 712 FOUNDATION DRAINAGE SYSTEMS 02 720 STORM SEWAGE SYSTEMS 02 730 SANITARY SEWAGE SYSTEMS 02 600 SITE IMPROVEMENTS 02 811 UNDERGROUND IRRIGATION SYSTEMS 02 900 LANDSCAPING 02 921 SOIL.PREPARATION&SOIL MIXES • 02 933 LAWN SEEDING 02 934 LAWN SODDING 02 950 TREES, PLANTS,&GROUND COVElq 02 970 LANDSCAPE MAINTENANCE i ee.-Ruif-Stark Architects — age .F ,t Divlslon 02-Site Work Tlpan Metrger Meeting House BLANK PAGE 'Fage • 1 1 Lee Wu7ff--3rtar rC sects M•. tir... �r i TTi ardit zger Mee@ng House Division 02•Site Work • s Q2-11Q—SITE CLEARING GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Prepare site for grading and structure excavation as described in Contract ! " Documents including - �,j a. Remove trees, brush, and shrubs. w b. Excavate and dispose of stumps, roots, and buried debris. C. Remove and dispose of existing site improvements not intended to remain. d. Verify locations of existing abandoned wells and maintain or after In accordance with applicable laws, as required by new constructkin work. e. Strip and remove vegetative layer. $ ! f. Strip and store topsoil for landscape use. g. Protect existing trees to remain. I B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Section 02 212 - Addition of amendments and finish grading of existing topsoil stored on site. 3. Section 02 212 - Addition of borrow topsoil. 4. Section 02 222- Excavating, backfilling and compacting. 1.2 Definition: A. Existing topsoil is defined as total amount of soil stripped less vegetation layer stripped as specified in Article 3.3 below. EXECUTION - PART III 3.1 Examination: A. Examine site to determine type of problems to be encountered. 3.2 Preparation: A. Protection - 1. Trees- a. Protect tops, trunks, and roots of existing trees on site which are intended to remain. Do not stock pile material, allow heavy equipment,or vehicular traffic or parking within branch spread. Interfering branches may be removed only with permission of Architect. b. Provide and install protective fence around dripline of trees to remain. Remove fence prior to substantial completion or when area is sufficiently protected as directed by architect. 2. Other Plants a. Protect other plants and features which are to remain. 3. Do not expose or damage shrub or tree roots of pl;lws to remain. 3.3 Performance: A. Tree& Brush Removal - 1. Cut off trees, shrubs, brush, and vegetative growth 12 Inches maximum above ground. 2. Trees To Remain- a. Do not pull up or rip out roots of trees that are to remain. If excavation through roots is required, excavate by hand and cut roots with sharp axe. Make clean, smooth, sloping cuts. b. Cut roots 2 incnes or larger In diameter only with Architect's written permission. ae• •Stark rc facts 1/15/93- PageI y t I l avlslon 02-Site work TI erdlMetz er Meeting House B. Grubbing - 1. Grub out stumps and roots 12 inches minimum below originai qi.wnd surface, ?r' except as follows 7171 - a. Under buildings, remove roots one inch and larger entirely. ,v b. Entirely remove roots of plants which normally sprout from roots, as .. Identified by Architect. ^� C. Coat cut face of roots over 1 1/2 inch diameter cut during construction operations with coatings formulated for use on damaged plant tissue. d. Cover exposed roots of trees and vegetation to remain immediately with wet burlap or soil materials. e. Repair or replace at contractor's expense any trees and vegetation designated to remain that are damaged by construction operations. C. Stripping -Strip existing vegetation layer___3 __inches deepminimum from areas of site to receive buildings, landscaping, or paving and remove from site prior to stripping topsoil for storage and reuse. r,. 2. After stripping vegetation layer, strip existing topsoil „�_additional inches deep minimum and store on site for later use. a. Existing topsoil is property of Contractor with the restriction that topsoil is to be used first for Project landscape topsoil requirements. " b. After Project, landscape topsoil requirements are satisfied, remove G, excess existing topsoil from site. Do not remove existing topsoil from site without Architect's written approval. C. Dispose of excess topsoil off site in accordance with all applicable federal, i state and local laws relating to such disposal. 3.4 Cleaning: A. Remove from site trees, shrubs, uprooted stumps, vegetative layer, and surface debris and dispose of legally. j 1. Do not bury cuttings, stumps, roots, and other vegetative matter or burnt waste material on site. END OF SECTION ,t. 02,211 ROUGH GRADING GENERAL - PART 1 ' 1.1 Summary: A. Includes But Not Limited To - t. Perform rough grading work required to prepare site for construction as described ir.Contract Documents. B. Related Sections - 1, General Conditions and Division 01 apply to this Section. 2. Section 02 110 site clearing. 3. Section 02 220 excavating, backfilling and compacting. 1.2 Sequencing & Scheduling - A. Coordinate rough grading with landscaping and paving requirements to determine allowances necessary in rough grading to provide for correct finish grades. EXECUTION - PART III 3.1 Examination: A. Carefully examine site with Architect prior to beginning of work of this Section to pre-plan ' procedures for making cuts, placing fills, and other necessary work. P.. Before making cuts, determine areas needing fill and organize to rr.nst efficiently place fill. 3.2 Preparation: age 1/1619T Lee•Ruff-StarkArchitects TI ardlMetz er Meed I louse Division 02•Site Work f , A. Protection - 1 Trees- •_ a, Protect trunks and roots of existing trees on she which are intended to remain. Do not use heavy equipment within branch spread. Interfering branches may be removed only with permission of Architect. 2. Other Plants- "' a. Protect other plants and features which are to rernain. 3. When existing grade around plants is higher than new finish grade, perform i. regrading by hand. Do not expose or damage shrub or tree roots. B. It necessary before making cuts, remove top 8011 over areas to be cut and filled not 1' previously removed by stripping specified In other Sections and stockpile in suitable area. 3.3 Performance: A. Compact fills as specified in Section 02220. B. If soft spots, water, or other unusual excavating conditions are encountered, stop work and notify Architect. C. Tolerances- - 1. Maximum variation from indicated grades shall be 1i10 of one foot. 2. Make proper allowance for final finish grades of parking lotand planting areas as described in Contract Documents. END OF SECTION Q 212 FINISH GRAVIN S. GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Spread existing top soil stored on site over lawn and planting, areas and add specified amendments. 2. Furnish and spread borrow top soil over lawn and planting areas. 3. Perform finish grading work required to prepare site for installation of landscaping as descr(bAd in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 02 110 Stripping and storing of existing topsoil;trees to remain. 3. Section 02 921 One inch of humus material,to be applied over finish grading. 1.2 Submittals: A. Quality Control- 1. Submit test on borrow top soil by licensed laboratory prior to use,using criteria on Owner Form 3332. Borrow top soil shall meet minimum specified requirements and be approved by Architect prior to use. 2. Submit report stating location of source of borrow topsoil and account of recent use. 1.3 Ouallty Assurance: A. Pre-Installation Conference - 1. In addition to requirements of Division 01, invite Finish Grader and Landscaper to participate in meeting. 2. Check rough grading to determine If Contract Document requirements have been met. PRODUCTS - PART II 2.1 Soil Amendments & Application Rates: A. 20 lbs. per 1000 sq.ft.of Calcium Carbonate Limestone Te •Ruff-Stark Architects - ape rh, , 'i W� r�s�, y n !AS"... Wml'.'i"'.+F{ iY:• ...w r.r r M1. S 1%1 yyy x � !`aWW,iMry.71 Division fn-Site Work Tlgardmiet Iger MeetIN House - B, 20 lbs. per 1000 sq. ft. of Dolomite Lime:tone C. 20 lbs. per 1000 sq.ft.of Gypsum(Calcium Sulfa':) D. 4 lbs. per 1001,)sq.ft.of Ammonium Nitrate E. 5 lbs. per 1000 sq.ft. of Treble Superphoshate (0-45-0) F. 8 lbs. per 1000 sq.ft.of Potassium Sulfate G. 18 lbs. per 1000 sp.ft. of Nitroform(38-0-0) H. 2"layer, approximately 6 cu yds per 1000 sq.ft.o;specified humus. 2.2 Borrow Topsoil: A. Fertile, loose,friable soil capable of sustain;:tg vigorous plant growth. B. Clean and free from noxious weeds, %,.eed seeds, rocks larger than 1-1/2 inch In any � dimension, and other objectionable materials. C. Acidity/alkalinfty range - pH 5.5 to 7.7. EXECUTION - PART III 3.1 Examination: A. Do not commence work of this Section until grading tolerances specified in Section 02 211 are met. 3.2 Preparation: A. Protection - 1. Trees- a. Protect trunks and roots of existing trees on site which are Intended to - remain. Do not use heavy equipment within branch spread. Interfering branches may be removed only with permission of Architect. 2. Other Plants- a. Protect other plants and features which are to remain. 3. Do not expose or damage existing shrub or tree roots. B. During preliminary grading, dig out weeds from planting areas by their roots and remove from site. C. Remove from site rocks larger than 1-1/2 inches in size and foreign matter such as T building rubble,wire, cans, sticks,concrete, etc,before placing top soil. 3.3 Performance: A. Redistribute existing top soil stored on site. B. Cross rif wrought grades on min. 24"on center to 12"depth prior to placing topsoil.C. Add specified soil amendments at specified rates. Roto-till or otherwise mix amendments evenly into top 12 inches of topsoil. D. Provide additional borrow topsoil required to bring surface to elevation relative to walk or w curb as follows- 1. Seeded Lawn Areas 2 Inches below 2. Sodded Lawn Areas - 3 inches below E. Total Topsoil Depth - 1. Lawn&Groundcover Planting Areas - 5 inches minimum - 2. Shrub Planting Areas - 12 inches minimum throughout entire shrub bed area. F. Slope grade away from building for 12 feet minimum from walls at slope of 1/2 inch per ft minimum unless otherwise noted.High point of finish grade at building foundation shall be 6 inches minimum below fir.ish floor level. G. Direct surface drainage in manner indicated on Drawings by molding surface to facilitate natural run-off of water. Fill low spots and pockets with top soil and grade to drain property. END OF SECTION _.. Page 4 - 1 - Lee.RUH-Stark Archilec LT i Tigard/Metzger Meeting House Division 02 Site Werk 2 220 EX IDAVATIN BACKFILLING. & C MPA TIN I' GENERAL - PART I a 1.1 Summary: L, A. Includes But Not Limited To- -, 1. Perform Project excavating, trenching, backfilling, and compacting as described in Contract Documents, except as specified below. 2. Procedure and quality for excavating, trenching, backfilling, and compacting �. performed on Project under other Sections unless specifically specified otherwise. "d B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 02 110 - Topsoil stripping 3. Section 02 211 Rough grading 4. Section 02 212 Top 12 inches of backfill in landscape planting areas, other than lawn areas, within 10 feet of building 5. Section 02 500 - Compaction of subgrade under walks and paving. 6. Excavation insideand outside of building required for electrical and mechanical work is responsibility of respective Section doingwork unless arranged !" differentlyby Contractor. .�j 1.2 References: A. ASTM D 1557-78 (1990), "Tests for Moisture-Density Relations of Soils& Soil-Aggregate Mixtures Using 10 Pound Rammer and 18 Inch Drop." 1.3 Definitions A. Prepared subbase: The "prepared subbase" is defined as the ground surface after completion of clearing, grubbing, slipping, excavation, scarification, as needed. B. Imported Material: "imported inaterials"shall be materials obtained by the Contractor from sources off the site. C. Well Graded: "Well graded" defines a mixture of particle sizws that has no specific concentration or lack of one or more sizes. 1.4 System Description: A. Sub-Base Requirements 1. Under Slabs,Walks,Curb& Gutter, Mow Strips, & Parking Surfaces a. Mechanically tamp 8 inches deep to 95% minimum of maximum density - ' as established by ASTM D 1557, B. Base & Backfill Compaction Requirements 1. Under Slabs, Walks, Curb & Gutter, Parking Surfaces, Trenches, & Around ,..i Foundation Walls- a. Place in 8 inch layers, dampen (do not soak), and mechanically tamp to 95% minimum of maximum density as established by ASTM D 1557. 2. Backfill Under Footings- a. Not allowed. 3. Other Backfills- a. Place other fills in 12 inch layers and mechanically tamp. w 1.4 Project/Site Conditions: A. If existing utility lines not described in Contract Documents are encountered, contact Architect before proceeding. _ PRODUCTS - PART II j 2.1 Materials: A. Backfill material shall be free from debris,organic material, stones over 6 inches diameter, frozen materials, brick, lime, concrete, and other material which would prevent adequate performance of backfill. w•fluff StarkArchitects I ,,,�...... _.. ..„.�;. ;K.w+m.•u...w.r..w:uaen:ie.dmw•,vY+•Mva��4�+A�It:�MKJ a MT Aww ' r• &d !� Division 02 S rte Work Ti ard/Meta r Meotlr�t House 1. Fill shall conform to AASHTO Spec M-145, A-1-A,A-1-13,A-2-4,or A-2-5 granular, non-plastic material. 2. Native cut material from elsewhere on project site as backfill material. EXECUTION PART III 3.1 Examination: A. Carefully examine site and available information to determine type soil to be encountered. Discuss problems with Architect before proceeding with work. 3.2 Preparation: A. Protection - 1. Damage to dampproofing, moisture barrier, waterproofing, or other pertions of the Work due to work of this Section shall be repaired by original installer at no additional cost to Owner. B. Before backfilling, locate on record set of Drawings utility and service lines to be covered. , C. Do not backfill until utilities involved have been tested and approved by Architect. D. Do not backfill until instructed by Architect. E. Take intoaccount landscaping and finished grades. F. Prior to placing fill materials, constructing forms or placing reinforcing steel or concrete, notify the Geotechnical Consultant. G. Proofroll the prepared subgrade with fully loaded dump truck or similar heavy whelled construction equipment, as directed by Geotechnical Consultant. H. Excavate soft or loose zones as directed by the Geotechnical Consultant. I. Backfill to the specified elevation with imported fill and backfill material. Compact as specified in Paragraph 1.3 of this section. 3.3 Performance: A. Ex:avating- 1. Excavate as necessary for proper placement and forming of footings and foundations. , 2. Bottom of excavations to receive footings shall be undisturbed soil. ` 3. Protect prepared bearing surfaces from disturbance by weather, excessive moisture, or traffic. 1 4. Excavation Carried Deeper Than Required- a. Under Footings - Fill with concrete specified for footings. b. Under Slabs - Use specified compacted backfill material. 5. Do riot excavate closer than 1.5 horz.to 1 vertical slope below foot;ng ' 6. Use smooth edge backhoe bucket without teeth to excavate footing trenches, clean footing excavations of loose material by hand. 40 7. If unusual excavating conditions are encountered, stop work and notify Architect. B. Backfilling- 1. Fill material shall be imported backfill material as specified in Rroduct above 2. Slope grade away from building as specified in Section 02 212. 3. Hand backfill when close to building or where damage to building might result C. Compacting- 1. Compact as specified above. Do not use puddling to consolidate fill areas. 3.4 Adjusting, Cleaning: ' A. Debris and material not necessary for Project are property of Contractor. However, if material necessary for Project is hauled away, replace with specified backfill material. END OF SECTION 4- er age 6- M6193 Leo Ruff Starkrc tocts Tigard/Metz-ger Meeting House Division 02-Sib Work • .ri 2 233 GRANULAR BASE GENERAL - PART I qr+. 1 .1 Summary: A. Includes But Not Limited To- 1. Furnish and install gravel under slabs on grade as described in Contract Documents. 2. Furnish and install sand under slabs on grade as described in Contract Documents. B. Products Installed But Not Furnished Under This Section - 1. Under-slab laminated vapor ret..rder and lap sealant/sealer tape. C. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. SeLtion 02 220 excavating backfilling and compacting. 3. c sction 02 510 Base course under asphalt concrete paving 4. Section 02 521 Granular base under sidewalks,curb, gutter, &stairs. 5. Division 07 - Laminated Vapor Retarder and Lap Sealant/sealer tape. 1.2 REI ERENCES A. Standard specifications for Highway Construction, Oregon State Highway Division (OSHD), 1991. PRODUCTS - PART II 2.1 GranL'lar Base: q ti A. Gravel- I. 1/4 inch minimum to one inch maximum well-graded, clean gravel or crushed rock. B. Sand- 1. Clean,well graded,particle size 0.2 to 2.0 mm. EXECUTION - PART IC 3.1 Installation: A. Place 6 inches minimum of gravel over compacted subbase, level, and compact thoroughly as described in Section 02 220, paragraph 1.4B. B. Install laminated% Do.retarder. 1. Lap joints ri inches minimum. 2. Apply liberal coating of lap sealant to seal joints. 3. Seal vapor retarder around pipes, conduits, etc, which penetrate slab. 4. Seal tears and punctures prior to placing sand layer. C. Place 2 inch uniform layer of sand over laminated vapor retarder, level, and smooth out surface. 3.2 Field Quality Control: A. Notify Architect 2 days prior to installation of concrete to allow inspection of granular bas-) and laminated vapor retarder ins'allation. 3.3 P•-)tectlon: A. Except for installation of slab reinforcing,do not allow traffic over sand bed prior to placing of concrete. B. Protect sand bed from weather damage or excessive moisture. ., END OF SECTION l V"s VEGETA 12hC.WTR" „�, N• StarkArchitects �� e7 0*4 Division a2-Site Work TlgardlMetzger Meeting House 'd GENERAL - PART I 1.1 Summary, A. Includes But Not Limited To- 1. Quality of soil sterilant used under paving and concrete and usage instructions. �1. B. Related Sections- 1. General Conditions and Division 01 apply to this Sectic.n. 2. Ser+;on 02 510 - Furnishing and installing under asphalt^oncrete paving. ro 3. Section 02 521 - Furnishing and installing under concrete.Re elements. 1.2 Submittals: A. Product Data- • 1. Submit Manufacturer's product data and application instructions. PRODUCTS - PART II 2.1 Materials: " A. Treflan by E:anco Products Co, Indianapolis, IN EXECUTION - PART III 3.1 Preparation: A. Protection - 1. Take necessary precautions to protect adjoining property and areas designated for planting on building site. 3.2 Application: A. Apply in accordance with Manufacturer's directions at maximum suggested raie END OF SECTION 22 10 ASPHALTIC CONCRETE PAVING r GENERAL - PART I 'S 1.1 Summary: A. Includes But Not Limited To - 1. Prepare pavement sub-base as described in Contract Documents to receive pavement base and paving. R 2. Furnish and install pavement base in driveway and parking areas as described in Contract Documents. 3. Furnish and install asphaltic concrete for driveways and parking areas as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 02 212 Finish Grading. 3. Section 02 220 Compaction procedures and tolerances. 4. Section 02 283 Quality of soil stc,ilant 1.2 References: A. ASTMC131-89, "TestMethod for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" B. ASTM D 977-86, "Specifications for Emulsified Asphalt" ,. C. ASTM D 1075-88, "Test Method for the Effect of Water on Cohesion of Compacted Bituminous Mixtures." D. ASTM D 1557-78 (1990). "Standard Test klethods for Moisture-Density Relations of Soils Pnd Soil-Aggregate Mixtures Using 10-lb Rammer and 18-inch Drop" E. ASTM D 1559-89, "Test Methoo for Resistance to PlasticFlow of Bituminous Mixtures Using Marshall Apparatus" i F. ASTMD2J27-75 (1986), "Specification for Cutback Asphalt (Medium Curing Type)" G. ASTM D 2397-85, "Specification for Cationic-Emulsified Asphalt" Y Page 3- —� .ee•Ruff Starkc acts olli ' tW TI Meeting House Division 02-5iW Work H. ASTM D 3381-83, "Specification for Viscosity-Graded Asphalt Cement for Use in Pavement Construction." I. Standard specification for highway construction, Oregon State Highway Division (USHD), 1991. 1.3 Submittals: A. Testing laboratory shall forward copies of test results to Architect and General Contractor. PRODUCTS - PART fl 2.1 Sub-Base: w.i A. As specified in Section 02 220. 2.2 Base: • i0 A. 3/4 inch minus, well graded, crushed rock or crushed gravel meeting the requirements of OSHD Section 02 630. 2.3 Asphalt Cement Primer: i A. Meet requirements of Oregon Department of Transportation, "specification for Asphalt •s Materials." 2.4 Emulsified Asphalt: A. Tack Coat- Meet requirer,►ents of Oregon Deparlment of Transportation, "Specification for Asphalt Materials." 2.5 Pavement: A. Central plant hot mix. B. Asphalt Cement - 1. Meet requirements of ASTM D 3381, Viscosity grade(Original Asphalt)as follows- a. Oregon Depsrirnent of Transportation, "Standard Specifications." C. Aggregates - 1. Fine, coarse mineral aggregate and mineral filler suitable for pavement. Aggregates to have wearless than 40%as determined by ASTM 3131. Sieve % by Weight Passing Sieve 3/4" 100 112" 95 - 100 3/8" 80-95 #4 54 - 71 #8 38-54 #30 17 - 32 °••r #200 3-8(non-plastic) 2.6 Mixes: A. Asphalt Concrete Mixture- 1. Submit mix design according to Marshall Methodto achieve optimum asphalt content as shown by test data curves based on testing samples containing)/2% ..: increments of asphalt content. Samples shall include minimum of two with asphalt content above optimum and two with asphalt content below optimum 2. Make tests in accordance with Oregon Department of Transportation Highway s Division Specification 403.15, "Acceptance of Materials" 3. Final design shall meet following criteria- a. Oregon D�-partrnent of'transportation Highway Specification 403.13 "Composition of mixtures and proportions of materials." EXECUTION - PART III 3.1 Examination: A. Verification of Conditions - d 1. Do not execute work during unfavorable conditions as specified below- f a. Temperature below 50 deg F. b. Presence of free surface water. C. Over-saturated base and sub-base materials. 2. Prior to placing base aggregate notify Geotechnical Consultant. I ee•Ruff Sterk ArcFitucts M f (51. i ,...-.....w,. •„,,,,.,,... ,. +'M„k+nhF'Wa ..fix,.,. . ,.. .. Division 02•Site Work _ TlgardNetzger Meeting House y' I 3. rlioofroll prepa,ed base with a fully-loaded dump truck or similar heavy wheeled construction equipment as directed by the Geotechnical consultant. 4. Excavated soft or loose zones as directed by the Geotechnical consultant. Backfill excavated area with base aggregated compacted as specified. �. 3.2 Preparation: A. Survey and stake parking surfaces to indicate grading required by Cortract Documents. 3.3 Application: r A. Sub-Base - 1. Fine grade parking surface area to grades required by Contract Documents. Compact as specified in Section 02 220. B. Base- 1. Six inches thick minimum. If roller is smaller than 8 ton, lav oravel and compact in two courses. 2. Compact to 95`,'o minimum density as determined by ASTM D '1557. 3. Tolerances- a. Finished base course shall be true to line and grade within plus orminus 1/4 inch in 10 feet. 4. Remove or repair improperly prepared areas as directed by Architect. C. Placement of Asphaltic Concrete Paving- f 1. Apply specified toil sterilant immediately before application of paving. 2. Prime base with application of 0.2 to 0.5 gallons of MC-70 primer per square yard. 3. Uniformly mix materials so aggregate Is thoroughly coated with asphalt. 4. Application temperatures 250 to 325 deg F. 5. Place with a self-propelled laydown machine. 6. Longitudinal bituminous joints shall be vertical and properly tacked If cold. Transverse joints,hall always be tacked. D. Compaction of Asphaltic Concrete Paving- 1, At least 96%of design density as determined by ASTM D 1559. a. Execute compaction so visibility of joints is minimized. v, b. Depth after compaction shall be 3 Inches minimim, unless where shown deeper on Drawings. 2, Begin rolling immediately after asphalt is placed when ;asphalt temperature is maximum. 3. Rall with powered equipment capable of obtaining required density. 4. Do not roll after asphalt temperature falls below 195 deg F 3.3 Field Quality C(.)ntrol: A. Leave fir,ished surfaces reasonably clean and smoothly finished. Slopes shall be uniform with no pockets left. When tested with 10 foot straight edge, surface of complete work shall not contain Irregularities in excess of 1/4 inch. END OF SECTION 02 521 CAST-ISITELEMENTS GENERAL - PART I 1.1 Summary: A. Includes But Not limited To - 1 Compact sub-base as described in Contract Documents. ” 2. Furnish and install granular base and cast-in-place concrete curb, gutter, sidewalks, light pole base.,, & stairs as described in Contract Documents. 3. Furnish and Install cast-in-{dace mow strips as described in Contract Documents. B. Related Sections - age 1 • 1/tm -Cee•Ruff-Stark�tTects w. i �1r�M-^'Mi+lrw+.4_. ..,.....- .... :,... n...!.M Y{;..q.11'M!wY°'dA♦r 4�',. 4`{.io11r<.i .. Nl ardlMe"r Meeting House - - Division 02-Site Work i B. Rolated Sections- TM: 1. General Conditions and Division 01 apply to this Section. 2. Section 02 220 Compaction procedures and tolerances. p. 3. Section 02 2.83 - Quality of soil sterilant. 1.2 References: A. ASTM D 1751-83, "Specification for Preformed Expansion Joint Fillers for Concrete Paving & Structural Construction(Non-extruding& Resilient Bituminous Types)" P1 B. Standard specifications for highway construction, Oregon State Highway Division (OSHD), 1991. M 1.3 Quality Assurance: A. Meet requirements specified in Section 03 313. i PRODUCTS-PARTII 2.1 Formwork: A. Meet requirements specified in Section 03 110. 2.2 Granular Base: A. 3/4 inch minus, well-graded, crushed rock or crushed gravel meeting the requirements of ; OSHD 02630. 2.3 Fiber Expansion Joints: A. Manufactured commercial type meeting requirements of ASTM D 1751. B. 1/2 inch thick. C. Approved Manufacturers- 1. "Sealtight"by W R Meadows Inc, Elgin, IL 2. "Fiber Expansion Joint"by The Burke Company, San Mateo, CA 3. Equal as approved by Architect prior to bid. See Section 01 630. b� 2.4 Concrete: A. Meet requirements s� -..,,,ed in Section 03 313 for exterior concrete. EXECUTION - PART III 3.1 Preparation: t A. Apply soil sterilant immediately prior to placing concrete. { ,w 3.2 Installation: A. Sub-Base - b1 1 Compact sub-base as specified in Section 02 220. B. Granular Base- 1 I. Except under mow strips, place 6 inches minimum of granular base, level, and 1.1 compact as specified in Section 02 220. C. Joints- 1. Align joints of sidewalk and curb & gutter. 2. Expansion& Contraction Joints - a. Spacing - 1) Sidewalks and Curbs - 50 feet on center. 2) Mow Strips - 10 feet on center. b. Insrall so top of expansion joint material is 1/4 inch below finished surface of concrete. C. No expansion joint required between curbs and walks parallel to curb. d. Provide expansion joint at end of walks perpendicular to and terminating J at curb. 3. Control Joints- a. Curbs& Flat Drainage Structure, - 10 feet on center. b. Sidewalks 5 feet on center. C. Mow Strips 5 feet on center. d. Control joints shall be approximately one inch deep. D. Finish- 1. Curt,Gutter, Sidewalks, & ,hairs- i a. Broom finish. i oe• u •Stark Architocts — ---- 1/1519 '90 1111 r 1' 11 1, � r f Division 02-Site Work TigerdlMetzger Meeting House b. Round edqes including edges formed by expansion joints. j C. Remove edger marks. 2.. Light Pole Bases- a: a. Exposed portion to have rubbed finish. y , E. Special Requirements- 1. Sidewalks, Exterior Stairs,&Landings- ' a. Slope to drain. 1) Slope sidewall's with transverse slope of 1/4 inch per t? in direction of intenaed drainage. 2) Slope sidewalks away from building 3 percent minimum. - b. Dusting with cement not permitted. 2. Mow Strips- a, Granular base not necessary under mow strips. b. Form and cast mow strips in place. c. Set top of mow strip 1-1/2 inches above finish grade. d. Compact topsoil on both sides of mow strip to density of undisturbed earth. 3. Light Pole Bases - a. Install bond breaker consisting of three layers of 30 Ib roofing felt between pole base and adjoining sidewalk. 3.2 Field Quality Control: A. Tests, Inspection - 1. To allow Architect's verification of grades and elevations, notify Architect three days minimum prior to placing specified concrete site elements. END OF SECTION t 02 580 PAVEMENT MARKING GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- 1. Furnish and apply parking stripes, crosswalk stripes, safety markings, and handicapped markings as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 4 1.2 QUALITY ASSURANCE A. Regulatory Requirements 1. Paint handicap spaces to conform to ADA Standards and local code requirements. 1.3 PROJECT/SITE CONDITIONS A. Environmental Requirements p 1. Applay only on dry surfaces and during favorable weather. a. Atmospheric temperature above 50 deg F. b. When temperature is not anticipated to drop below 50 deg F during drying period. C. When damage by rain, fog, or condensation not anticipated PRODUCTS - PART II "Fa—q-912-17MY Lee•Ruff St.&McVlic—ts b., g Dlvislon 02-Site Work TI ard/Me r Meets House • 2.1 MATERIAL A, Paint 1. Acrylic emulsion, yellow, non-ref lectorized. 71 m 2. Approved Manufacturers - i ic Marking Paint by Devoe a. 442XX Interior/Exterior Alkyd Traffional Ltd,, Albuquerque, w b. Hydrotherm Striping by Liquid Ceramics Inter.iat NM ' c. LPro-Mar Traffic MarMng Paint(Alkyd)by Sherwin-Williams. d. Paint meeting requirements of Fed Spec TT-P-19528 as approved by w Architect prior to bidding. See Section 01 630. w+ EXECUTION - PART III �M 3.1 Preparation: �. A. Do not apply until new paving has cured 72 hours minimum. B. Perform layout with chalk or lumber crayon only. 3.2 Application: I A. Site Tolerances Lj 1. General- Make lines parallel, evenly spaced, and with sharply defined edges 2. Line Widths- a. Plus or minus 1/4 inch variance on straight segments. b. Plus or minus 1/2 inch variance on curved alignments. r B. Provide two coat application, each coat with coverage of 150 sq tt/gal. Do not apply L, second coat within three hours minimum or until first coat is thoroughly dried,whichever is longer. 3.3 CLEANING A, Remove drips, overspray, improper markings, and pains material tracket by traffic by sand blasting, wire brushing, or other method approved by Architect prior to performance. END OF SECTION 02 66.0 POTAI3LE WATER SYSTEMS GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To Furnish and install piping from water main to fire hydrant and from water meter to within 5 feet of building as described in Contract Documents complete with meter, shut-off valve, and connections. 2, Contact Tigard Water District for installation of service line from main to meter. 3. Pay hook-up fees required by agency furnishing water. B. Related Sections 1. General Conditions and Division 01 apply to this Section. 2. Section 02 220 - Procedure and quality of excavating,backfilling, &compacting 1.2 References: A. ASTM B 88-89, "Standard Specificat;on for Seamless Copper Water Pipe" 1.3 Quality Assurance: rm to Tigard Water District standards and other applicable A. Complete installation shall conlo codes. PRODUCTS - PART II 2.1 Pipe: A hype K copper meeting requirements of ASTM B 88 with wrought copper, brazed fittings. 2.2 Water Meter: A. As required by local agency furnishing water. .. age 113 Joe•fluff Starkrc ec s I It , 1• r } I� Tigard/MetzgerMeetl HOuiY Division 02-Site Work _ ' ,y q • 2,3 Connection Material: A. Brazing Rods- , 1. AWS Classification BCuP-4 Copper Phosphorus (6%silver). 2. AWS Classification BCuP-5 Copper Phosphorus (15% silver). . 3. AWS Classification BAg-5 Silver (45%silver). 4. Du not use rods containing Cadmium. 2.4 Flux: A. Approved Manufacturers - 1. "Stay-S;1v white brazing flux by J W Harris Co ' 2. High quality silver solder flux by Handy& Harmon ar EXECUTION - PART III 3.1 Preparation: r A. Notiiy Tigard Water District 48 hours prior to commencing construction;telephone: 639-1554. B. Excavate and backfill as specified in Section 02 220 with following additional requirements - 1. Runs shall be as close as possible to those shown on Drawings. 2. Excavate to required depth. 3. Grade to obtain fall inquired. 4. Bottom of trenches shall be hard. Tamp as required. 5. Remove debris from trench prior to laying of pipe. 6. Do not cut trenches near footings without consulting Architect. 7. Excavate trenches so outside pipe will be 12 inches minimum below frost lineor 30 inches minimum below finish grade, whichever is sleeper. 3.2 Installation: ` A. Install piping system so it may contract and expand freely. i B. Completely eliminate cross connections, backflow, and water hammer. C. Install shut-off valve at meter. D. Backfill only after pipe lines have been tested, inspected, and approved by Architect. 3.3 Field Quality Control: A. Before covering pipes, test system in presence of Architect or governing agency at 100 psi hydrostatic pressure for two hours and showno leaks. B. Sterilize potable water system with solution containing 250 parts per million rrl',iiimum of available chlorine. Introduce chlorinating materials into system in manner approved by Architect. Allow sterilization solution to remain for 24 hours and open and :lose valves and faucets several times duringthat time. C, After sterilization, flush solution from system with clean water until residual chlorine content is less than 0.2 parts per million. D. Water system will not be accepted unti! negative bacteriological test is made on water taken from system. Repeat dosing as necessary until such negative test is accomplished. *' 3.4 Cleaning: A. Remove excess earth from site or place as directed by Architect. END OF SEC TION t ra. ew+ a 1 age --iT13----- -Lee•Ruff Starkrc tests milli 51 V RON Tl�irdlMetzger MeaUng House Division 02•Sib Work 02.685 __GAS DISTRIBUTION SYSTEW eA GENERAL - PART 1.1 Summary: A. Includes But Not Limited To - 1. Make necessary arrangements for, and pay necessary tees to local gas utility company for gas service lines and proper size gas meter. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 02 220 - Procedure and quality of excavating, backfilling, &compacting 3. Division 03 - Concrete muter base 02 712 FOUNDATION DRA114AGE GYSTEMS. GENERAL - PART' I 1.1 Summary: A. Includes But Not Limited To 1. Furnish and install foundation drninage system as described in Contract i Documents. B. Related Sections- 1. General Conditions and Division 01 ,apply to this Section. fti 1.2 References: A. AASHTO M-252, "Specifications for Corrugated Polyethylene Pipe" B. ASTM C 478-90b, "Specification for Precast Reinforced Concrete Manhole Sections" ww PRODUCTS - PART II 2.1 Corrugated Polyethylene Pipe & Fittings: i A. Meet requirements of AASHTO M-252. 1. Fully corrugated and perforated for foundation drain. 2. Fully corrugated and non-perforat,3d for piping from foundation to disposal area. „i B. Approved Manufacturers - 1. Advanced Drainage Systems Inc, Columbus, OH. 2. Hanor Inc.,Olympia,WA. f 3. Equal as approved by Architect prior to bidding. See Section 01 630. 2.2 Urywells, Catch Basins, & Appurtenancos: 01 A. Meet requirements of ASTM C 478. 2.3 Catch Basin Cover: A. Type 1. 2.4 Manhole Cover: A. Standard cast iron. i i EXECUTION - PART III 3.1 Preparation: i A. Wet and tamp fill under pipe to form firm bottom. 3.2 Installation: A. Tolerances- 1. Drains shall never be lower than bottom of footings. j 2. Lay with minimum uniform pitch of 6 inches in 100 lin ft. Use engineer's level in ..� checking. B. Install system in accordance with Manufacturer's recommendations. C. Form sharp turns or angles, branch connections, and joints to drain lines with pipe fittings as required. D. Protect lines from entrance of dirt. 4 J i c a '1 T"—;Ruff Starkre fees age K AL Tf ardlMetz r Meetf House r Division 02-Site Work g e r E. Provide cleanouts as required using long sweep elbow fittings and heavy extra long cast = brass ferrule with threadedheavy cast brass countersunk cleanout plug set into 12"x 12" x 6"concrete slab finished flush with finish grade. F. Extend gravel or rock from bottom of drains up to withinl'6"of finish grade or as shown on Drawings. Widthof backfill at bottom shall be 2 feet minimum and fill width oftrench above. Before placing fill, remove caved-in or loose earth over drains. Spread layer of hay or straw over backfill. G. Provide backwater valves (NDS 375) at all locations in system as required by local authorities. 3.3 Field Quality Control: A. Test system as required by Architect. Do not cover lines until approved by Architect. ti END OF SECTION 02 720 STORM SEWAGE SYSTEMr GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- 1. Furnish and install storm drainage system as described in Contract Documents from point of water collection to terminat;ng point. 2. Pay necessary fees to agency governing storm sewer system. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 02 220 - Procedure and quality of excavating, backfilling, &compacting 1.2 References: A. AASHTO M-252, 3 to 10 inch pipe, "Specifications for Corrugated Polyethylene Pipe" B. AASHTO M-294, 12 to 36 inch pipe, "Specifications for Corrugated Polyethylene Pipe" C. ASTM C 76-90, "Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe" D. ASTM A 444.89, "Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process for Culverts and Underdrains" E. ASTM D 3034-89, "Specification forType PSM Poly (Vinyl Chloride)(PVC) Sewer Pipe and Fittings" F. ASTM A 74-87, "Specification for Cast Iron Soil Pipe & Fittings" G. ASTM C 564-88, "Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings" 1.3 System Description: A. Performance Requirements - 1. Failure to install joints properly shall be cause for rejection and replacement of piping system. PRODUCTS - PART II 2.1 Catch Basins: A. Construct of 4000 psi concrete. B. Cover inlet with cast iron frame and grate as shown on Drawings. 2.2 Concrete Sewer Pipe A. Meet the requirements of ASTM C14 T& G. B. Class 3 unless otherwise noted on plans. 2.3 Reinforced Concrete Pipe: A. Meet requirements of ASTM C 76, Plain End. B. Determine class of pipe by depth of cover over pipe at "rough-graded" elevations as follows- Depth Of Cover Class Of Pipe age 16 - 1/169 —" -ee Ruff S&H-1-rMcit—s .l 5 r� x TigardNetzger Meeting House Division 02-alts Work a.+ e Under 2 feet V 2 feet to 3 feet IV 3 feet to 6 feet IN Over 6 feet 2.4 Corrugated Metal Pipe: A. Meet requirements of ASTM A 444, B. Standard round galvanized with 2 ounces zinc per square foot sheet steel. i C. 16 gauge. r D. Corrugations- " 1. 6 to 10 Inch Pipe- 1-1/2 x 1/4 inch depth helical corrugations. 2. 12 to 60 Inch Pipe - 2-2/3 x 1/2 inch depth helical corrugations. 2.6 PVC Pipe and Fittings: .++ A. Meet requirements of ASTM D 3034. B. Schedule 40. C. Fittings - ` 1. Slip Joint type with elastomeric seals. 2.6 Cast Iron Soil Pipe & Fittings: A. Meet requirements of ASTM A 74. B Joint Material- 1. bk'%oakum and 50% lead, well calked. 2. RuL'ler gaskets meeting requirements of ASTM C 564 and compat;ole with pipe used. 2.7 Corrugated Polyethylene Pipe & Fittings: A. Meet requirements of AASHTO M-252 or M-294. 1. Fully corrugated for underdrain. 2. Corrugated exterior with smooth intericr for storm sewers 12 to 36 inch diameter. B. Minimum Cover- 0 1. 12 inches for H-20 load. r C. Soil-tight joints for storm sewers. EXECUTION - PART III !I 3.1 Preparation: A. Excavate and backfill as specified in Section 02 220 with following additional requirements - 1. Runs shall be as close as possible to those shown on Drawings. 2. Excavate to required depth. 3. Grade to obtain fall required. -i. Bottom of trench excavation shall be hard. Tamp as required. 5. Remove debris from trench prior to laying of pipe. 6. Install required pipe bedding. a. Reinforced Concrete Pipe - Shape subgrFde to receive pipe to pipe shape for width equal to 1/2 outside diameter of pipe, or provide 3 inches compacted granular fill base below pipe with r dditional 4 inches of compacted granular fill above base. 7. Do not cut trenches near footings without consult;ng Architect. 3.2 Installation: A. Install materials in accordance with Manufacturer's instructions. - B. Provide depression under bell of each joint to maintain 1even ber',ing of sewer pipe. C. Terminate pipe as shown on Drawings. D. Use jacks to make-up gasketed joints. E. Backfill only after pipe lines have been tested, inspected, and approved by Architect. 3.3 Cleaning: ^- A. Remove excess eerth from site or place as directed by Architect. END OF SECTION _ l Lee•Ruff StarkArchitects - Page 117 .w t, �. w Ti ardlMetz r Meed House' Division 02-Site Work 9 9e n9 02 730 SANITY- SEWA E SYSTEMS GENERAL - PART I 1,1 Summary: i A. Includes But Not Limited To - �, 1. Furnish and install sanitary sewage system as described in Contract Documents beginning at 5 feet from where it enters building and connecting to serving sewer �. system. M 2. Pay necessary fees to governing agency of sewer system. B. Related Sections 1. General Conditions and Division 01 apply to this Section. 2. Section 02 220 - Procedure and quality of excavating, backfilling, &compacting 1.2 References: A. ASTM A 74-87, "Specifications for Cast Iron Soil Pipe& Fittings" B. ASTM C 564-88, "Specification for Rubber Gaskets for Cast Iron Sail Pipe and Fittings" C. ASTM D 2.321-89, "Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe" D. ASTM D 3034-89, "Specification for Type PSM Poly (Vinyl Chloride)(PVC) Sewer Pipe & y; Fittings" E. ASTMF 789-89, "Standard Specification for Type PS-46 Poly (Vinyl Chloride)(PVC) Plastic Gravity Flow Sewer Pipe and Fittings" 1.3 System Description: A. Performance Requirements - 1 . Failure to install joints properly shall he cause for rejection and replacement of piping system. 1.4 Quality Assurance: A. Regulatory Requirements - 1. Install cleanouts in accordance with local governing authority and State codes. PRODUCTS - PART II 2.1 Cast Iron Soil Pipe & Fittings: A. Meet requirements of ASTM A 74, Service Grade. 1. Cast iron for hell & spigot fittings 2. Cast iron for"no-huff"joints. B. Joint Material- 1. For Bell & Spigot Pipe- a. 50%oakum and 50%lead, well calked. b. Rubber gaskets meeting requirements of ASTM C 564 and compatible with pipe used. 2. For"No-Hub" Pipe - a. Neoprene gaskets with type 304 stainless steel clamp and 24 ga type 304 stainless steel housing by Clamp-All Corp, Ward Hill, MA. b. "Best" couplings & gaskets by American Brass & Iron Foundry, San Leandro, CA C. Husky SD 4000 coupling by ANACO, Anaheim, CA 2.2 PVC Pipe & Fittings: A. Gasket-joint gravity sewer pipe and fittings meeting requirements of ASTM D 3034 SDR- �. 35 or ASTMF 789. B. Joints.,shall be integral wall bell and elastorneric gaskrt. r• C. Approved Manufacturer - 1. Carlon PS-46 PRIME by Carlon (an Indian Head company), 25701 Scienre Park Drive, Cleveland, OH 44122 (216) 831-4000. With service centers at - Aage 1 3 Lee•Ruff 96-rWERTOWS ki •IA};H..N.'.,L'.l W+.dH•5'�MH1M'S'*..w•+_...... - .+.glmr p.WtiMIrIHt.M.ilTr wfH+w•M^,^'._ T ..t ' p k J ; J , Ti ardlMetz r 101"fing House Division 02-Site work • i a. Oklahoma City,OK (405)672.4531 b. High Springs, FL (904) 454-1697 C. Woodland, CA (916) 666-1681 i d. Nazareth, PA (215) 759-6760 e. Compton, CA (213) 631-6171 .+ 2. "Green-Tito"by Johns Mansuille. EXECUTION - PART III 3.1 Preparation: A. Excavate and backfill as specified in Section 02 220 with following additional requirements - 1. Runs shall be as close as possible to those shown on Drawings. 2. Excavate to required depth and grade to obtain fall required. 3. Bottom of trenches shall be hard. Tamp as required. �.,..x 4. Remove debris from trench prior to laying of pipe. ,. 5. Do not cut trenches near footings without consulting Architect. -� 3.2 Installation: A. Cast Iron Pipe&Fittings - 1. Install materials in accordance with Manufacturer's instructions. 2. Provide depression under bell of each joint to maintain even bearing of sewer pipe. 3. Connect to street main as required by local authorities. 4. Use jacks to make-up gasketed joints. B. PVC Pipe& Fittings 1. Install in accordance with Manufacturer's recommendations and ASTM D 2321. 2 Stabilize unstable trench bottoms. 3. Bed pipe true to line and grade with continuous support from a firm base. a. Bedding depth - 4 to 6 inches. - b. Material and compaction to meet ASTM standard noted above. 4. Excavate bell holes into bedding material so pipe is uniformly supported along its entire length. Blocking to grade pipe is forbidden. 5. Trench width at top of pipe- a. Minimum - 18 inches or diameter of pipe plus one foot, whichever is ,. greater. IJ. Maximum- Outside diameter of pipe plus two feet. 6. Piping and joints shall be clean and installed according to Manufacturer's recommendations. a. Break down contaminated joints,clean seats and gaskets and reinstall 7. Do not use a back hoe or power equipment to assemble pipe. 8. Initial backfill shall be 12 inches above top of pine with material specified in referenced ASTM standard. 9. Minimum cover over top of pipe- f a. 36 inches before wheel loading. ,y b. 48 inches before compaction. 3.3 Cleaning: A. Remove excesr,earth from site or place as directed by Architect. END OF SECTION Q2 811 —RD ERGRO—UNDIRRIGATQN SYMMS GENERAL - PART I 1.1 Summary: i J � P t To •Ruff-Stark Arch1tects agi J � . .., ..,..:..m.'♦.n f.t':'„�MW44vrs..!MYsWr4h ..T,_>..r.. .. ... '. Division 02-Site Work TigarcVMetzger Meetlrrg Mouse A. Includes But Not Limit-3d To - 1. Furnish and install sprinkler system as described in Contract Documents complete with accessories necessary for proper function. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 1.2 System Description: A. Design Requirements - r 1. Layout of Irrigation Heads- a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as is required to achieve full, even coverage without spraying onto buildings, sidewalks, fences, etc. b. During layout,consult with Architect to verify proper placement and make recommendations. where revisions are advisable. 2. Arrange valve stations to operate in an easy-to-view progressive sequence around building Record sequence on controller lid. 3. System requires installation of backflow prevention unit. 1.3 Submittals: A. Record Drawings - 1. Prepare an accurate record drawing as installation proceeds to be submitted prior to final inspection, including - ' a. Detail and dimension changes made during construction. b. Significant details and dimensions not shown in original Bidding Documents. r 2. At job site, maintain one copy of Contract Documents, as defined in Section 2 of General Conditions, and relevant shop drawings. Clearly mark each document "PROJECT RECORD COPY" and maintain in ,good condition for use of Architect and Owner. 3. Reduce copy of record drawing to half-size, color key circuits, and laminate both sides with 5 mil thick or heavier plastic. Mount on 1/4 inch plywood board. Drill two 1/2 inch holes at top of board and hang on hooks in Custodial Room or as directed by Architect. 4. Final payment for ,.ystem will not be authorized until accurate and complete submittals are delivered to Architect. B. Operations& Maintenance Manual Data - 1 . See Section 01 730. 2. Manufacturer's cut sheets for each element of system 3. Part's lists for operating elements of system 4. Manufacturer's printed literature on operation and maintenance of operating , elements of system. 5. Instruction manual which lists complete instructions for system operation and maintenance, including winterizing. Include also complete instructions on how to drain entire backflow preventer to prevent freezing. 1.4 Ouality Assurance: A. Regulatory Requirements - 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to these codes. N B. Pr e•Installation Conference- 1. Meet with Owner and Architect to discuss and clarify all aspects of job requirements prior to commencing work of this Section. C. Minor adjustments in system layout will be permitted to avoid existing fixed obstructions. 1.5 Warranty: A. Standard one ear guarantee L;i;pulated in General Conditions she" include i . Page 20- VIVO— Stark Architects Tigard/Metzger Meeting House Mvision 02-Site Work 140 1. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches for one year following acceptance of Project. 2. System can be adequately drained to protect from freeze damage in areas where freezing occurs. 3. System has been adjusted to supply proper coverage of areas to receive water. 1.6 Maintenance: A. Extra Materials- t; 1. In addition to installed system,furnish building with following items at closeout- " a. One heavy-duty key for stop& waste or main shut-off valve. b. Two valve box cover keys. PRODUCTS - PART II A 2.1 Pipe, Pipe Fittings, & Connections: A. Pipe shall be continuously and permanently marked with Manufacturer's name, size, schedule, type, and working pressure. B. Pipe sizes shown on Drawings are minimum. Larger sizesmay be substituted without ' additional cost to Owner. C. Pipe- 1 . Pressure Lines - Schedule 40 PVC. t t 2. Lateral Lines - Schedule 40 PVC. D. Fittings - 1. Same material as pipe. E. Sleeves - 1. Uoder Parking Area and Driveway Paving - Schedule 40 PVC Pipe, 2. All Other - Cle,ss 200 PVC Pipe. 3. Sleeve diameter shall be two sizes larder than pipe installed in sleeve. ..� .4. Extend sleeva,s 6 inches minimum beyond walk or pavement edge. 2.2 Sprint.,er Heads: A. Confoirr to requirements shown on Drawings as to type, size, radius of threw, pressure, and discharge. 1 Equals as approved by Architect prior to bidding. See Section 0'1 630, B. Each type of head shall be product 0 single Manufacturer. 2.3 Sprinkler Risers: ^! A. Rotor pop-up Sprinkler or quick coupling calves shall have an adjustable riser assembly ..9 (three ell swing joint assembly) unless detailed otherwise on Drawings. These swing joint fittings shall be of schedule 40 PVC plastic and nipples schedule 80 (gray) PVC unless otherwise designated on Drawings. 1. Horizontal nipple parallel to gide of lateral line shall be 8 inches long minimum. All other nipples on swing joint riser shall be of length required for proper installation of sprinkler heads. B. Stationary spray pop-up sprinkler heads, shrub sprayheads, bubbler heads, and stationary spray sprinklerheads shall have risers made up one of the following ways- 1 4 inch flex-riser #FR-100 connected directly to lateral tee with an appropriate!y sized schedule 40 PVC threaded ell and schedule 80(gray) nipple. 2. Three schedule 40 street ells connected to lateraltee to form an adjustable riser or pcp-up riser as detailed. 3. Risers for sprinkler heads shall be 14 inch long minimum and 24 i.1ch maximum. a. Rainbird swing pipe with spiral barb fittings and street ell as detailed. b. Toro "Funny Pipe". Equal as approvowl by Architect prior to bidding. See Section 01 630. 2.4 Automatic Sprinkler Systems: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be OF-UL listed, color coded copper conductor direct burial size 14. Tape control wire to side of main line every 10 feet. Where control wire leaves main or lateral line, enclose it in Class 200 PVC conduit. Use 3M DBY waterproof wire connectors r� Lee•Ruff Star-bro i leets 171 MY Pago 3T a r�3 CW ' , 4 Ti ardlMetz r Meetl &Hou sr I Division 02-Site Workg � � —— at splices and locate all splices within valve boxes. Use white or gray color for common wire and other colors for all other wire. Each common wire may serve only one controller. C. Run one extra control wire from panel continuously from valve to valve throughout system similar to common wire for use if a wire fails. Wire shall be different color than all other wires, shall not be green,and shall be marked in control box as an extra wire. 2.5 Valves: A. Manual Drain Valves- 1` 1. Brass ball valve with"T"handle on main lines and in valve boxes on lateral lines. 2. Quality Standard - NIBCO Brass Ball Gas Cock with teflon spat. r. N B. Automatic Drain Valves- r 1. Plastic"King Drain". Use only on lateral lines. C. Electric Valves- 1. Make and model shown on Drawings. D. Gate Valves- j 1 . Bronze construction, angle type, 150 pound class, threaded connectic is, with cross-type operating handle designed to receive operating key. 2. Quality Standard - NIBCO T'-113 non-rising stem gate valve. ; E. Backflow Preventer 1. Make and Model shown on Drawings or as required by local cads. F. Automatic Controller- 1. Make and Model shown on Drawings. G. Pressure Reducing Valve- 1. Make and model shown on Drawings or as required by local code. ^ H. Quick Coupling Valve- 1. Brass one piece valve with locking top. 2. Provide one key with hose swivel. 2.6 Valve Accessories: A. Valve Boxes- 1. Rectangular heavy duty valve box. 2. Valve b-)xes shall have lock top or snap toplids. 3. Valve boxes shall be large enough for easy removal or maintenance of valves. 4. Use valve box extensions as required. 5. Approved Manufacturers - �s a. Ametek b. Brooks 2.7 Backfill Materials: A. Rock-Free Soil- 1 . Backfill soil around PVC pipe. �• 2. Soil having rocks no larger than 114 inch in any dimension. B. Pea Gravel- 1. For use around drains. 2. 112 inch maximum round, water worn, washed rock C. Sand- 1 . Fine granular material naturally produced by rock disintegration and free from organic material, mica, loam,clay, and other deleterious substances. D. Native Material- 1. Soil native to project site free of wood and other deleterious materials and rocks over 1-112 inches. .. E. Topsoil - jj 1 . Existing in-place topsoil material. Remove rocks, roots, sticks, clods, debris, and i other foreign matter over 1-112 inches longest dimension encountered during trenching. I 2.8 Othryr Materials: A. Recommended by Manufacturer and subject to Architect's review and acceptance. lsage ?.2 - /1 3 oe• •Star Archl ,r. a Tigard/Metzger Meeting House Division 02-Site Work S. Provide materials necessary to complete and make system operational. w EXECUTION - PART III 3.1 Preparation: A. Protection - 1. During construction and storage, protect materials from damage and prolonged exposure io sunlight. 2. Work of others damaged by this Section during course of its work shall be replaced or repaired by original installer at this Section's expense. 3. Do not cut existing tree roots measuring over 2 inches in diameter in order to r"t install sprinkler lines. Do not machine trench within drip line of existing treer to remain Hand dig. 4. No tunneling under concrete work. 3.2 Installation: A. Trenching& BackfillinS - 1. Pulling of pipe is not permitted. 2. Over-axcavate trenches 2 inches and bring back to indicated depth by filling with fine, rock-free soil or sand. 3. Cover pipe both top and sides with 2 inches of material specified in Paragraph 2.7, A above. In no case shall there be less than 2 inches of rock-free soil or sand surrounding pipe. 4. Do not cover pressure main, sprinkler pipe, or fittings until Architect has inspected and approved system. 5. Perform balance of fill and compaction as specified in Section 02 220. B. Sleeving - 1. Sleeve water lines and control wires under walks and paving. 2. Use one water pipe maximum per sleeve. Sleeve control wiring in separate sleeve. 3. Position sleeves with respect to buildings o; other obstructions so pipe can be easily removed. , C. Grades and Draining- 1. In areas where freezing may occur, grade piping so system can be completely b drained. a. Slope pipe to o;ain to control valve box where possible. ^ b. Where this is •got possible, slope pipe to a minimum number of low points. At these to,:r points, „stall- 1) 11,/4 inch brass ball valve for manual drain or, fi low point is in middle of lawn area or other area where manual drain would be hard to find,then Install an automatic King drain. 2) Install 2 inch Class 200 PVC pipe over top of manual drain and cut at finish grade. 3) Provide rubber valve cap marker. 4) Provide one cu ft gravel sump at outlet of each manual or automatic drain. 5) Do not use automatic drain valves on pressure mains or in valve boxes. C. Slope pipes under parking areas or driveways to drain outside these areas. d. Provide and install quick-coupling valve or valves in location for easy blowout of entire system. D. Installation of Plastic Pipe - ,^: 1 Install plastic pipe In mariner to provide for expansion and contraction as recommended by Manufacturer. 2. Unless otherwise indicated on Drawings, install mainlines and lateral lines connecting rotor pop-up sprinklerswith minimum cover of 18 Inches based on i 1 Tee-RuF Stark Architects - ape ,'S I 6 tri w Division 02•Site Work TlgardMtetzger Meeting House finished grade. Install remaining lateral lines with minimum of 12 inches of cover based on finish grade. 3. Install pipe and wires under driveways or parking areas in specified sleeves 18 inches minimum below finish grade or as shown on Drawings. 4. Locate no sprinkler head closer than 12 inches from building foundation. Heads immediately adjacent to mowstrips,walks,or curbs shall he one inch below top of mowstrip,walk,or curb and have one inch minimum clearance between head and mowstrip,walk,or curb. 5. Drawings show arrangement of piping. Should local conditions necessitate rearrangement,obtain approval of Architect before proceeding with work. � 6. Cut plastic pipe square. Remove burrs at cut ends prior to installation sc unobstructed flow will result. 7. Make solvent weld joints in the following manner - a. Do not make solvent weld joints if ambient temperature is below 40 deg F. b. Clean mating pipe and fitting with clean,dry cloth and apply one coat of P- 70 primer to each. C. Apply uniform coat of 711 solvent to outside of pipe. d. Appiy solvent to fitting In a similar manner. e. Re-apply light coat of solvent to pipe and quickly Insert into fitting. t. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe is inserted to full depth of fitting socket. g. Hold In position for 15 seconds minirnurn or long enough to secure joint. h. Wipe off solvent appearing at ou+er shoulder off itting. I. Do not use excessive amount of solvent thereby -,ausing obstruction to form on inside of pipe. ). Allow joints to set at least 24 hours before applying pressure to PVC pipe. 8. Tape threaded connections with teflon tape. 9. If pipe is larger than 2 inches, install concrete thrusi blocks wherever change of direction occurs on PVC main pressure lines, unless otherwise detailed on eDrawings. p E. Control Valves& Controller- 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations and according to electrical code. a 2. Install valves, except King Automatic Drains, in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at finish grade. Do not install more than two valves in a single box. 3. Set valve boxes over valve so all parts of valve can be reached for service. Set cover of valve box even with finish grade. Place 6 inches minimum of gravel below valve for drainage. Maintain 4 inches minimum between bottom of valve and top of gravel. Valve box shall be reasonably free frorn dirt and debris. 4. Install 3/4 inch brass bail drain valve in valve box on downstream side of automatic valves if lateral line slopes toward valve box. F. Backflow Preventer- ,w, 1. Install 24 inches minimum from structures or hardscaping. 2. When installed adjacent to structure, mount test cocks on side away from structure. 3. After installation remove handles and turn ever to Owner. G. Sprinkler Heads - 1. Prior to installation of sprinkler heads, open control valves and use full head of water to flush out system. �. 2. Set sprinkler heads and quick-coupling valves perpendicular to finish g-ade. Page 24 - 11151 ✓___�ee•Ruff-Starkrc facts Tigard/Metzger Meeting House Dlvlsion 02•Site Work 3. Set lawn sprinkler heads adjacent to existing walks,curbs, and other paved areas to grade. r. 3.3 Field Quality Control: A. Flushing&Testing- d 1. Test pressure lines at line pressure and make certain there are no leaks before backfilling, Notify Architect prior to testing. B. Maintenance Service, Winterizing - ' 1. Drain entire system at end of first watering season following installation. 2. Have Custodian assist and train him in winterizing procedure. 3.4 Ar'austment & Cleaning: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it 1' without appreciable harm. Such lowering or raising of heads shall be part of original contract with no additional cost to Owner. B. Adjust sprinkler heads for proper distribut on and trim so spray does not fall on building. C. Adjust watering time of valves to provide proper amounts of water to all plants. .. 3.5 Demonstration: A. After system Is installed and approved, instruct Building Custodian in complete operation Kai and maintenance. END OF SECTION rn 1 �-� 02-221 SOIL PREPARATION & 501L- MIXES .j GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To ., 1. Furnish and apply top dressing of humus material as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 17 2. Section 02 212 - Finish grading 1.2 Submittals: A. Samples - 1. Sample of humus material for approval prior to delivery to site. B. Quality Control - 1. Delivery slips indicating amuunt of humus material delivered to Project site. �a 1.3 Sequencing/Scheduling: $ P A. Do not commence work of this Section until finish grading specified in Section 02 212 is completed. PRODUCTS - PART 11 R r 2.1 Material: ; A. Humus Material- '� 1. Canadian Sphagnum Peat Moss, "Nutri Mulch", "Soil F'ep", or nitrogen stabilized organic amendment (not sawdust), or garden care compost by North American soils: Portland, Oregon. �l EXECUTION - PART III 3.1 Preparation: A. Protection - i 1. Take care in performing work of this Section to avoid conditions which will create hazards. Post signs or barriers as required. 2. Provide adequate means for protectior from damage through excessive erosion, flooding, heavy rains, etc Repair or replace damaged areas. 3.2 Application: —Ruff-StariK X—rctecfiT is� � 11 age i�iS '" 71 Division 02-Site Work T'igardMetzger Meeting House A. Tolerances- 1. Finish grade of lawn a,ea s prior to planting shall be- 'a a. Sodded Areas 2 inches below top of adjacent pavement of any kind b. Seeded Areas - One inch below top of adjacent pavement of any kind �{ End of Section 02 933 LAWN SEEDING ' GENERAL - PART I 1.1 Summary: ` A. Includes But Io Not Limited To- 1. Furnish and install seeded lawn as described in Contract Documents. M B. Related Sections- •.. 1. General Conditions and Division 01 apply to this Section. 1.2 Sequencing/Scheduling: A. Do not commence work of this Section until work of Sections 02 212, 02 811, and 02 921 has been completed and approved. PRODUCTS - PART II ^.1 Seed: A. 1. 65% Fine perennial Rye(4 varieties min.) 2. 30% Kentucky Blue Grass(3 varieties rain.) 3. 5%Hard Fescue (1 variety) B. Purchase seeds which bear this season's certificetion of weight, purity, and germination from reputable seed company. 2.2 Fertilizer: w A. Commercial 16-16-16. 2.3 Top Dressing: A Cellulose wood fiber. (Fiber shall be dyed green if lawn is hydro seeded). B Peat moss C. Clean, seed free, salt hay D. Threshed straw of wheat, rye,oats or barley �•� EXECUTION - PART III 3.1 Preparation: A. Protection - ? Take care and preparation in work to avoid conditions which will create hazards. Post signs or barriers as required. w w 2. Provide adequate means for protection from damage througi, excessive erosion, flooding, heavy rains, etc. Repair or replace damaged areas. B. Site Preparation- 1. Loosen area 4 inches deep, dampen thoroughly, and cultivate to properly break up clods and lumps. 2. After cultivation, rake area to remove clods, rocks, weeds, roots, and debris. Perform grading and shaping refinements to bring surface to true uniform planes ^- free from irregularities and to provide drainage and proper slope to catch basins. 3. Just prior to seeding, fertilize lawn areas with specified material at 15 lbs per 1000 sq ft. 4. After lawn areas have been fertilized, take no heavy objects over them except lawn rollers. 5. After preparation of lawn areas and with top soilinsemi-dry condition, roll lawn ' planting areas in two directions at approximately right angles with water ballast roller weighing 100 to 300 lbs according to soil type. 4>, T 3 Leo•Ruff Starkrc teas i L�� w* Tigard/Metzger MeetingHouse Division 02-Site Work E. Rake or scarify and cut or fill irregularities that develop as required and again roil until area is trueand uniform,free from lumps,depressions,and irregularities. 3.2 Installation: A. Tolerances 1. Final grade of soil after seeding of lawn areas is complete shall be one inch below top of adjacent pavement of any kind. B. Seeding - 1. After lawn areas are graded, sow seed with adequate equipment at time when little or no wind is blowing seed at rate of 10 lbs. per 1000 sq.ft.. C. Top Dressing 1. After seeding, rake or broom seed it gently and roll area to firm in seed. After , rolling, cover area evenly with top dressing of peat mass at rate of two 4 cu ft balss •'' per 1000 sq It of area or a light layer of straw/hay mulch at a rate of 1 to 2 tons per acre. D. Auer Top Dressing- 1. areas. Reseed areas that do not show prompt Thoroughly water seeded germinationatl5day intervals u��,ll a,acceptable stand of grass is assured. 3.3 Cleaning: A. Upon completion of planting operation, remove debris, superfluous materials, and equipment from site. 3.5 Protection: A. Protect seeded areas against traffic or other use immediately after seeding is completed n; placing adequate warning signs and barricades. i END OF SECTION r LAWN SODDING GENERAL - PART I 1.1 Surnmary: A. Includes But Is Not Limited To 1. Furnish and install sodded lawn as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 ,jpply to this Section. 1.2 Delivery, Storage, & Handling: A Gut and tiff sod by approved methods. Gut sod in pieces approximately 3/4 to one inch thick. Roll or fold sod so it may be lifted and handled without breaking or tearing and without loss of soil. B. Schedule deliveries to coincide with topsoil operations and laying. Keep storage at job a site to minimum without causing delays. ,.r 3 1. Celiver, unload and store sod on pallets within 24 hours of being lifted. ,.� 2. Do not deliver small, it regular or broken pieces of sod. C. Storage - -' 1. During Wet Weather a. Allow sod to dry sufficiently to prevent tearing during lifting and handling. 2. During Dry Weather- a. Protect sod from drying, water as necessary to insure its vitality and t prevent excess loss of soil in handling. Sod which dries out will be w, rejected. 1.3 Sequencing/Scheduling: A Do not commence work of this Section until work of Sections 02 212, 02 811, and 02 921 has been completed and approved. - J71 ee•Ruff StarkArchitects ' 3- Pa99 y �'M" ..,.— .. - ...,.....,u r....e..,;.Z'nna.n.,.NwWY"le'. 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