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12755 SW 69TH AVENUE J ADDRESS : *OW ?or,, 'cs 6 A SIT& /S LMLL N N i:Vecords\microflm\targets\building.doc ii�lJill�iilltttilrtiiliid�ill iiilllilifilil�I11�IInrflfi�l+ii li�i��l 1.. .. T--,•,e. tti►in ,,x ,;.:;=r, .,..z.,wt I!! '1!111 Ifll ILII Ii,l llll ilf! ILII ►1i0110j, I,II Ili! 111 ,�,M ,� � � Iill Iinlf I , LEG1BILtTY STRIP o �fIIIIiE�;IIpII�l�I►SII'"" "`�il�tlll�ilfllll{I�lill�i�il��lilllill�lflllliil�llllll(I!� ' � I illl�llll IIIII�III i!ii�� 1�� ;� ;�i;�ICI�IIII� _ _., � m :; Cm IQ 11 12 113 14 I I ! 17 is 19 20 21 22 23 214 25 2�8 217 28 29 30 r I I I 01 HON 10 toe I 1 ( �,, b � .�, 1� ,1 r�.,� � . iIIIII� �,li IIIIIIIiI � IIIII (_I_II IiI 1 1'.1 iLILII� � IFLI � Il ' ! I 00 C _ .•rrrn.r�.r ....w i by �a OKI it dv '-'� 00701 71- f LOI r if I moo now COO A4 ieI 904PAwft A 4 Afe* (0 5 0 1 AcIf a o N v } •y� ^."'. \VIS , ��••1..tY' roll 100I 40 na" t Le toI Ai el 1, i ' �,'�' ► . W , Rye//�j�.�� • _ . -Opp � -..n. �` _ sun 94 EA e r... mu?w 145, low RRR �M�,trw� .. ....+ ';.� �'•� + AA �, 7 �, ��ate' p A ~• ` "4.,. . E Yv< K `4r•,.�,,y�y.•�'�!'�F.ir E gyn',y R . . ..... ......,,.,,,.r, .; x� �« 'L A � fr 1j y ` R i I ap �.,% �' -� ,,p �, �Fk'n+'M � �. �'6::. M.. v!7 fie• 0 M� � � ''{ r •� : � � � '� cc CR ko ` - , 1 N O _.1 Q It N OIL ' '"�v�►S,1l.riF.='�,• '�,'�fliCs+.e t�$" .,•wF;^. �,.,,. � 'L s S •�+ a OI - 4 V ap .,�PTY(qv� —Z - IrA 11 Of 10#4 M I WIN V \N 40 J*Z4"/O��400!?— 9Ai F. ik , x,111 4 ' 22 �I r • - - k aF::,. 5 'r- �1'- u� } -. _ - .... .wt.. .. ..•. ,. .,... - w,+,w..-....wl/MA ,i^ - •' -e '#xY'• a. :.r--.,JM1 ,•YL'�,'•.-. w,.+4.ti:-'.':iL '+IW L..-.v : s mom III Lk • - - : w ..•ty.wa.�.. .::s..tt9yyry. - t'•11•wiwnl�. r F� LEGIBILITY STRIP 3 4 5 6 8 9 0 - x c O{ 8 9 L j Nft IN, M' A�EVIi�M$ By 04 OAR- C ---- . 7 ell rAjJ 4r rAU \ I K� (AT t Vt CN -.__....,..�...-.....__,._�r ~\ .� �� rte._._..---_„r .� ..s •.. .-. ...-• � 1 �. •rt�i r • L •4jtA� ' A14 40 � . r ` 4 �.^r ^ � 1.1 to . 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An �, �y �' _Y { J, y •� '- ��!lIFFFFF - 4312 Llrarra�► �IFJ 24 Ori �'' �I I I X111 I � � ,' ``• : zmft rte... «v...+._v.r�...11W IbM:Ye `�•Ir�u, •... ._ .. .,._... LEGIBILITY STRIP .. _ _ _ _ .: v c e 9 � C � � 12 13 is 16 17 i � � � r 6 9 20 2 22 23 24 25 2E 27 2D � � 3�� t 7 of HON I Glil OZ 00 � � li , ilil � � ilil � l , ll � � lii � l � li � ll ► I � lil � l � l � � � l � l � , ; : ! � , � � I � il ; � � � � � � � , lii , ! � I � � ► � � lil � lai � � � l � i ; i � l � l , liill � l ; ► . i , ► � i , l � l � ,' � � � i �a � C to P"tax" By 460 top 40 ILA Of 06 0. fiy ` » «..-.. r ~ '1 F ♦ •x,11 r 3. I + )��„� M � �� `I #A �... y1w � � � �.'..1•._•._._.�n __.,�` � ~ M TOP OF0 Bd�DE�iPII�C� BURLAP AFTER or j •- ,, - _...--.,.�'`�� STAKING TREE AL "HAtNLOCK TREE ' TIES OR EWAL 412 GALV TIE • '� QUIRE lU/REINF (e 1 • •`y\\e TREE LrAPINCs RU515ER HOBE ��411 v_ 2 x 2 �4•rV AI� coo ABOVE GROL NO —40 Ic WATER DA51N 2' '�'^� 2` MULCH CII4I..E ` /..�' LARGER THAt4 I?' 1 , � `�►�'� �``.Z' _ � 1 __... ► a � DEEP MULCH G I IR+C Io E '� � -- \, _ IA. OR ROOT 15ALL 34 TOP 40IL r tlxTURE : .. J It .AN P; TIN6 TA5LET9 .� A) _ i • w � � � v• w . .IY, '+• Y r ,. � (�.7 DEPTH OF ROOT BALL • r • j • • ,y r • d + • � n p, Gto OMFIACT 80IL MOUNt � '��• d y11 r,.JL 61 MIN 6FIREAD SOT '�'� . ♦ _, , /� `/e - • �'`` M' - X RC 7`5ALL _,TO C ORM 44 .. ,� 09TRE .. ELANTINGDow" �'AIl�. Q) tj r N.T.6 NOTEs1 MASIN 41 ALL 6HRJ56 TO '09 ,v At DRIP LONE ° N. 941'rW 4 UAP Oft + . , ;, ,fir,.,....,__.___...._...,.n.,. ��,�./ � ! � �I� �' •, .,,,,,,,....�,.,,,� � " ! �• �� k..00�. +..`4 , •.,..+•ti+w..,...r....�ow M7 HRa iM{4♦ � �`�•�•._.,.�q..• 771 V3 AP11DOCH �4Y YAa: �' A t � 7 ....- _"_'��. r� rY • 5v ..�• �. ti n1 �e 'R � `�Y'�t�'[y'� nl.., r 10 46 SHRUB PLANTING DETAIL Ak 40 lot Lot..." o _ • t 7 p h yy : ., 1 �. , • ', A yl t r 1• ..•• .. M, . •„awae._a.un♦ar•ram.a•w, rr v ,rrM .:•x r . ....... ...•r .. t, .. ! •' .A, , —ok3b.-__.Awk AclWpIf •_s^^•,.. .�...a�..,.•.u.•.,.,w•_er�.r......w...........__.,....,,,,.,r +.�._.�......•.�.w,�•.-_.,..www-r.w-...._.....+r��w�.w ....•w...._....•. ..+•r. ..,•.e.. :, � Y ��, M `� 'n� p/tea ^.��'/� q a .w.rr..JJr�s ......v A!�� v , , Ole 9 , ► ,•.. } - Who 170 _ 0 ieowj��ff" 4611011044 m Y: ,o,, ...,�.. Not . ., .. i . 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'p .. 5111: SIII:1 4410 Tlirlw Ptk__fi5i , 4 r LEGIQILITY STRIP z 3 d s s e 9 ICS 1 1 12 13 14 16 17 1 8 19 20 21 22 23 2. 4 25 26 27 26 29 3 �� e, I11 OI �' b W)NI SQ10a . 1 � � 11 I � .LWI ,�,i. �,l I I ► ( _l•.i.. 1, L,i, �.� I I i s III � ; � : � � I 1 I I ! I i i 1 1 1 Oz � IIIllII � hI � I � IIIIIII1 1 „ 111111111111ll , � 11111ITI 11 � 11111 , 1 � IiI I � � ihI � I { 111 1 1 � � I ► � I i i � I ► � lili � 1 111 111i11 � lI � rl ► I� IiI � �� I . I + I I1�� , � i I ► � 1 I1 ► i 11 jj t t REVISION$ BY N► , tpotvwl voi 000 L9 T4 t4f&i. 6m eyl IA �.. 4k , ,�,.ainw.•o...�.r•«r ••�,,...r•.... .� ., �..•,.,� •,fir- Gmm�"'--+. . ,_._. - """ tw... �.••...' /^�„" .L A�'� Y'I ,! -w► +fes. V;.wti 1�••' _ ,�. - " w.-r..••rr. . L ter` w►.. �� •,,a,,. +!�'• ('' WA lop ..•rr. w► •+w�.r + y1t • + .,Iii M.. , ..rwr.rAw - 1 �,.• � r "'� '.' s.,'� . • •«! .. .nAYwa • e \ ► �. � � \'�� • •rr • .. r '�"T. - - �� r "4.r.'+.nrw w. s,.. ,yY� ti,wv � fir„ . " . .... .. _ -.-._ .. _ ...,«._- u..• .o.. � .. .,.,.•w,,.- - .moi j • Jim e ar.. '�•�".' .�►....�. ..wv lir - ' *Alk �W • a.. ...w,. h.. I yh.. •M►�OYi� 'M,�.. � r'�'.•.. � �.r _ . _.-- .. _.r_ �t ! +c•qft,aaL0414.Y a - p ^�' -w► "" ii �� iYr ry.a r • i �� M Irl ., xw $. ro chto 4 �— � ,` tt ' � •� ~ � � ` h, ._.____ i � `- 1 Irk ' � { r. t t •.k M . v4AIMlob r• 1 h 1 fit.t .^► a Y►. , ` t �r� \ �. �w„ P1i16 `1 h �. ... _ .. . ter+. ....ww •a.r•r+O�w •, ., t '" M � ,y.•tw'!iR•. 4?ia"+ �, .a ..,tr w." ,.,,..,. X11• •M.1f' ......,... .. ok 000� Or 1A F ..� ` Ari s,., .� ro•nl�. r-- - y'? •' T m"K•. hWR. •• �. Cow 0 k(. 4j r i Q�N.sZT � 6`��'`� N ,Z-,�" I i�• __ _ _ • . _ - : - - __..._ . t �`�F j ,,,rte, rNOW i ,. •� r r I r, f + 1.0-0 4A t Val 1 ow P koo Iff Lof do 11 4 — — �. I .t Al or p scale ..... 11410 N,\ Drawn „32 A 17 J*1b *W*A%k ! ►tet' .+� ,.j .,. � �f A . �'�, � ��,\ / ... \� .. r.....,,,.,••-,..+•'-{' r�� -�. �1• � "M �w.,ar�C�'��s.^ � ,{ ,*1� • 1'�lej � "' 0 'shoo or F - - h 41 h� I h anx�rT r,, • LEGIBILITY STRIP _ - _ 3 14 ig 17 ! e 19 20 2 2 1223 29 3O 1 OI "01w, , h(.l• ,h I�! .� + (J ! .�.,�.�.. �. ; ,� I l t.� t �.1 I �.! I I l.� i. I I a v - ,1 �� L � . N r sUl b r^ 111 _ 1 L ; liIllI ' ll111I11 ,1111 � ll111o111 � I � I ► � � I1i111 ► ►. r � � 11,1.11 � P �;, I � +_l l X111 111. 1 � � � ► ,� i REVISIONS 19V v L� .�y 1 G'- � I A p " l 0 �-" 10 �'" ` !r , " ` 0 �r I o � ' ( Ar �:0" (� 4 " t� " __ - �., +�- a I I I ' ,. T � , i , Ole , 114 low { ++ _ 40 • ' At b' r Tr Colo 6 t4 TP 714e r . f , L t AP ..i' _. ._ b Px�'. �.f-0 wt ►tel h w o��,. ., vw 1 �'� �U r Ito ._ _ _ --_._. '�"" ,��" _ a.. -t ,r �f. •� .' r' _ •" .', , �;, ,SNC t�' t' 4` _ '�►- , ` i t i 11 1 N C ( N i q + ( q , h 1 N r1 ' '' ' """ , / <) ' MOW. --v 0 -AV— 4 10 -,t> q -o -� ' t • p.. PO 05 DOW -W mk�c� �4e 0 Ismr ..► V . All shearwa i plywood to be APA rated sheat�l��1g; all des biQciced; joints meet over common member. or � � "t► ��``. 2. 'fit' ►olis that are setback or antil , G eared from wrails flow s}�all be nailed into double aoist or bfoeicing with 1bd � b o c. ., �,,� ,� 1. lkvr & roof diaptva sms to be rainin'mm In"' APA ratted sheathing with 8d mails * 6` O.C. edges 12'" O.C. hiel& � .y fig M � '"'� dr r eA 4. rior ihe� e.> nd to fir abova or roof sheathing„ nail to root iheathing !d 0 4 S. Fasaten r l 'o st vW b1mk to &A# shearwalts with Sirn >a LSO � "' o.c. for t� S O.G. - a _ - . +i . i �t p � � � �. A. �. Radutw spacing to 2� �� ' •�•+� r�r� ''��.• Jo►d ''� " fVftto hmo ty + I '0; W Ur tit E.,.6� F; Y 2" fm tie C. Fasten rafters to *otter ior "a�rwalb with Sh"p'on t• tO. 6. a r to run dull 1 of All esrtariof shear�w►alfs ever 2' and under )" In le h. Sane ht Panel Dimall. '' i . , �` 1 `� `� "� ►. t'� LG l� D" '�''' �'`�' ems+ r�4 an�!!w 8 7. AN wall sheathing shall sucter►�d hull h*iSK � plaW to bottom plate. t8J �.a! r �� i ��J� �� 8. 'M shearwalls and hens must %an load i' eh cwt ulty to the foundation. - _......__ - ' . p. ,lAfthor b0ta use Sknp n OPpOto w ashio"�et'Mwmn nut and silo plate. WOMEN x Sr r. f7i LEG113ILITY STRIP le 19 20 2 22 23 24 25 26 27 2e 29 3 v HOW sui 0?. .1+ 9 b z I.� �_I-�_ �_�1 � � �. 1 .. �,.. L,� I_� � � � �i�l (_� � ,_I I � I � I � II � � � IiIl � llLll�a„� {,L� � � illbsd � l � l � l I � I � I � i � l I � I � 1 � 1 � I Ifiili ► Illlll � � � l � lllll � i � l � l � l � i � l � ll , � i � il ! li � IIfI � iI � J � � 1 _ REVISIONS BY Oe r I �•- (- t� ! 1 '� .Ole Op, A Q It 1 6j1 4 4 � t7a'?I�. h'1�.o!�, �� , 1 �" ..•.moi �,,�► .�-�, , Ono E _ _ - ! V ' _ ...... . ....._.. ,..._ ) .\ ( � , � "• � � ' � � , .O" QTY � ' i1'/ J` ` � � � � � . _ �..r1 — ` _ �� 1 ro of .•p t� � tom► _ >,� CIS 4t 51 Mf 1k e A I 1 \` i `fit of #A7 'f/ V • lb 1 r -� + ;�A Tye Vv� P4,t, G Ila Ab f� u 401 dw poll 110v r I T G. 41 p I � I / It 0 10 Vtf --- ___ Ago , * 1 ( f �Cs _ ' v UK 40 W DO-11' V 10 yptot 1AD fi DotsAOO� w Pq � . -- Scale '. t (00Ot Q V4312 V440 fl-s-1 ,, •. p x 1 140411 COMM61M rt 4*s w .0-� V*00wwa it sim"Psoft product V.R.O. jo 2. win atx* r boas can be exit nee`s! w4h pmO1er nO &Ad A)O all-Oweard rod. . AN N*00%w f . �r* 0 • ew xd � xx j+r Ott C,#Ch �+� 01 � kali panel. .y, � '* z J. . 1 t /�. `t+ tilt �► "I" r .,,x.21 �►� ' �71t, 6h*W tlt 1uKh wi& loundation well is rapi4d M Wdowns. _ . �N ` �,'•'�•,,� �#�' - '^ ` , �►, 1�'tl�nsC'1�'r'al�f, SNt+A�pn �.au�aa. �,,at, '' F..,.�'',� . • . �; „T �L 1,i l �' ' Of At -, 1` 1 .., .f, ,. . �' d fir., rY', ;�dm d" ,?..M;4„a :.4° r ' h,..`,•,». _ . . ._.- ._ +r.. , „ i� • ..J _ w » 1 w- 1 i 1 (, 1 I' ` •� � � w ru_"/moi k;'A', �"'M}rt '4'' ^c- ',:jp, e'.. - -"'J ii • F G y - t ... ..,..................,.._ w - 01,, r q . �.„� i �I�� .lal�, Il ( i �ala.I�:Ii.��I�_l.t.�,i.I� I �I.� I�I�I-iI � I�,�� Ir�� I:� l�I��l��.�� ,��„_��.�al��.�,�I�„I,� I_�I�,�..��,�I �l.l�a � Oz 4: f rrrrr ,`r.IF '2 REVISION$ BY t N IA ,r , - - gl 1 —— ofk to. ►ti IL ' 1 1 I I I l 40 Ali it f _ - IA .01 L 'T, TZ �. /IM ( ' t fes' r- °r'. "� 1 _ -�- At 4.4 Vv 1 00 � u (� c , `l P, 1, fl �' j r}t�,•�'' 1,{p 001,60 El- ted* '/d ± UAwl i I t - i i \ `rV I � 1 � 1 � I � • � 1 O Z �7 a ,<6' .vIK IA lo, ' s , 7 Nil ell w - � ` � 1 --- - -- �• tom''L J � ,,r � � � � 1 ~ � � �~ x • � � • -�.-- ot zoo, -- ' �' ' 6' � � '" � 1'1 t !.. -'t� t ! �—. �71 � '�' �' I r (• ,�� 1 N Y r/ � � /� �+��''►• 11�% � r,/1' L��` =nit�,L:''�/'%`�� .I,j .• �►�. 1 � � � % � � '`� N (40 / � (..� A .- 4 " . .M , ►:11 t a 41 1 �p ' "` f /r'�t' - r'1 / K. ,� V,! !l(� t�wfj �. 1,,1, '1 D - OPS G ^P X 0� G ,�'" - --t +f ? �(/` �,� .�;r �C�� 14�.�..0 rJ t.4 i ,may Lel 6� t'+0 ." a .. t, R`� �" � (M/�•°j !' ! � f'`l�'`, ,/ ��, ► 401....- ,.. -0 0 { � r` 4' ,n� ► ,;; �c:�iJf4"� '''-1 W (1" (�t�•r/ ,�,, 4 T' „q� �, i .,.ate .� flr� ,� .,� �r ��# r �! _ �� a ., ,►' 11 R R e ,� hosts Y*Name 111x1 cumm�1• ..+.«..«....:... .,_._•.waw......rwi +rrw..Y..:.�....:,.:eP"..,.... .. _.. . - a_.._..wi..n..a. LEGIBILITY STRIP 23 24 25 26 27 2E' 29 sOlOz OF L� REVI$1 NS R --_ Yj pr r. ; - F11- do -. _------ • - -- . .� - � �� X l S �� 11MMINOWNd WIT-- Jf _�W 64*W . . . r- .� _4yj 4 � " t.V � pj ftm". 4-1 O dVp Oor --- _ C. ►J �1�*�� t"1 � _a _ w_____.� , ,/ '` •�►Y •�.• ,...r G Cis' �',,�° �,� .,� �..�' i� m 1\4A /71 tll�I K, 1w t., ..-- Y 44 1-70 fc, �--- r k - 46 14P........ , < i .> ,. + .. «'... 6.. ri' a .M. .�.., •'.,.�� r fir. , .. 4. i w�.r.1 ,',r,''y ._n .. � +Mr�rw-��..r. .....��/1 l v:A A \,//f�w tV, OPP `. _ __-.•.�.�.. -•_..�.__ _ ,- ___._._.�..n.._.___._ _ _.. _ � � -r'C� .� = �� - NO��:....- - . � 4 �► ��,�� fir, 0 .441 Wre �4- 04b, tie 00 go to A. jw..,10 MT4 A f M: r __001 411111 t4e r , Scale Ile te 4k V Rot ., .y,. > r t. e R � � � ". �•� , f ,r ,�,�....,,,, .. y.r•.r_... x ... _ x. �J� ob•�w�M�ln�� ' t �•t zSlr""fdr'YM �+ x } �„ �� • � �ti k.tr,` � a ` „ ......_ .-.�,�...a+n.,.` �� ' "�V *64 P� ° "x:..._24 I�( 1 � 1+I � � s.. � ` ' • J + 1 a^ • { • � _ � � 'Y . i5 /�y � •v - . . R �'.�, `, 4 �' `� �• 7 • � •' 13t t t w h •�.v:* .; c • a iw�' .; t' �, 'r^. ,:. � . � ,a � ",fit;,+� �r" r u q N : ?I' �� • w•,•_._+_wwr...+_-MLrM._r n. ..—wrr. . . ... +r,vw.n.+_..w�r. - -�•.. ......--ryn�w_...� a _ ._...�.rr..n•...x..... _,.. .. M.a ♦ Z ... .......,..w....._r.rw.rr+...rr•..w.3i w.i•e+,:.�._«...... :... .. _ .. ,� $ x � � ✓/ RN M t 10 ••.. --rA.•w,_r._.._._+.w._r_.-..•-..- .,.L....a,nxM�.M•wn•.._r_r....^.�.rw... ....n•••'•nic,/AN+�w!„O•r•M•w•r^w+w•.•nYr•NMnr •+++w..Mlxr wW�,.. .,...,:. _ • •"..� • �.1'r�• r� �'� jW�Yw'I 1 l LEGIBILITY STPIP �: 3 c 5 6 7 © 9 10 II 12 13 14 is 17 18 19 20 21 22 23 2-4 25 26 27 26 29 30 11 01 b Z HOW QOIOZ � � 1 � 1 I ' , � � � o z , , .L, I f , 111 ll IIIIiIIIII , IiIiII� II III I I i 1 I ill�! ) I IIII � II11 , 1 , � I II I ! ol I I ! ! ! I I � � � � . �I , I 1 � I � � ! � I . III ! � l . � � J � I Illllllfl III , � I� i1111 , � �Ii �il � l acfl IIII, 1 , ► 1�! ! I � I . 3 RE VISION$ BY VkA owl ski 07130*4 114 Vk C3 11 � - _ — K N f � — �,.,. �� G,�b:�� ..�• ` !�•1 � •—_,'fie. ._____ -_ I . e _. __ - ..- ._ _ _ _. - _. _. 1►---r•-• f _7 .. .� .� .� ^'u. __.UWi► iffii +i .ido I l" .f_ s .y.'-,r n ..y. / _ /� • .. __._. V '.�- tic l' 4-oN o .. . ...... 1 11 � `1 � � �T'� —•-•--- ---- -t -- -� r tx Ilk% V 0, (-av t"o, X-i lob i r .. .r. ..,- ,... ......__-...._.,....-.,........ .._.._...ter... _- � ._..___ 1109.9.9 Opening fans. The opening farce of doers along An , n • ; wesslble route shall be alt fof i+nwv . _... . ._ .._ .. ,... ,.- �,• ..._,.... . . ,` • , +09.3 ! 11A9.3.3 1/2' ar = N . 1l aitr�rr and Hacdra►stre. Cksr a$oor x (akar fk>�r s t 1. F.snar doom. farce 3 . ) ✓ . , , pace tha allows a for- .� ... r; ..•L- �..� °t' e v a a Side elppMarh :half be provided at all controls or hea+d- Y. lntlZrior doors; S PoUn s-t=e (Ybf�i ,3 �• . . memo �r4 1latrdks, palls, latrlr lc�cltt wd ot3tr wsm. Sse AD AG Pmts 5 L-A 6. '� 'm o� Triodemos on alas, cam. piun*ing tiixrm, Md star Stairway dom at pressortaed stsdr P Gods (WAdes SW helve lava or Grater �Ic lae"Mm"s o� WS h ) at exterior doors. , rlst+lgr Arm tal'Ir !rnort tl�galit X Pi • 3ah• • 1, '�Vlttre tnvirrsl'n� col�ditiosts r hire gtsate�r closing 1 V ` �C�i '" >� "'� 40 W� to C;"Wc "'�'iwt � to acA"44 Axh 110! 9.7 Door ckme . a pmavWed, dear ckmwts 1WI be � .w u d to c1� f ir. rut open posi*w of 70 de=ices in am leas . $;ice- :Ow u-oqdo Harrill be mud w�� , ��* . ��' � t" :�t i�oerg wigletiat 1109.9. 011't 140 L r "J. :. eaa 3 i -: �?6 ml from rasa 1.ecA. w�ea _ kw Vow 4A*JvL04:P*v-6W 'It �- t ed to dw AM of titre S. fire daunt OW1 r f msa� +w r � ' � �.� � o tfie tnatbr+�t +otic t ,� - , - -� �' 1>� �.« a�+n��i- � It , � �� '�" � � � t ..'�`�? ,'`- �� l '��'� cr,, 1 - jt � 1Atc � loot: ' V► ! . �►.��otbat � drs�.eai eel >�ow 1�.� �7bat oparatrag ►u,e :Ir�i a�rir 1A1 Bei � _ .� ,...�� .��. .•�� ',, � 19 Aid 1 if19.3. Dpnr lal�dwsire 4 t 1 �dw ,.;..., ' oa WWW end it ➢ l. .a.1 l3.�. . _ fit,,, 4 �2 >s1 � M er AM daw 4i 1 T 1 S above ttrt pal'� 1 , y bs 1Arl 1A of kw as of*A# twig" spoerl• e11�eAA ( rltA�) � . .. ��`�lO w �. � �� 1�. 'PP�' � �, ONE Rats' 1 1661x. SMe ADAAG S (n). _ err � 1160-2. s� �w � � �l� � �` _ _ .W i1�1 >� ( +�} ti�M.eltOtMat iee�1!►, � �i�t'i�. Fart ., � � _ ��. '`M 1 �• " � b .. f,�{ �.,�. ' � ,,,, ..«. •`., 8htra►t _ t a� M irIwl3Rwi+�Mw�A 131rrdrs 1?i w _ :' *v, f °' _ IIV '1 r�' -��}►C r- 1 J ig, , ,L A '"" � f' ' _ '1 � C� Oft#j Shy _ . AMM Mer Nils `' �� '` .... dWO LEGINLITY STRIP _ 7 4� 40 13 14 16 17 16 19 20 21 22 23 24 25 25 27 2e 29 HOW SU! 0a 001 ►.. _� I.�, � � � lilil.►I�1 � �.L�(.�..�;�a , ► �.1Nial � I �.I►,,Ltl�� .� I,�..la.1► l �.�.�L�I�.I ,.fMail.� 1 � l:�,i � l.�k► i ► I � illilll � l ► I � Iiiii ► ► Iflil � l' lll� I � I � IiI � i �� Ill , l , � � irl ► ► � I � I � I • y.. 1 REVISIONS BY ICs' Amm —4 ' d1dW _%.N• w �w ^.��.-. ter..... . ►-{ L L _. ✓AL , _ f4 JQ op uf �i { , C", , "A '41 411 10 P• ` M I � ` ✓�� {J 1� I . 1i i ' r'�,,,�.� �. {� � � � � Com` ..• �. � � Y',.� � �� __...: ,�„ • � {. i •.. - � i,-.-- ! N � 1 � � t �i t/� t,4 l 1 ` f I CO'�' �r U I�rl-� LJ A ` . :i K- , VAI �✓ A A- 46 -� . . bi 4T . J. 104 Ar If I _ .. --- ---�-►- �''��•c,-� � �I� (o P� til,- � � I: � ��'� ._..,,-�------ " CIS I _ ......._.. ....._. 1.,. � _ ,• .-may._.-....n..�r- __ __•.-..... _ - � � `..�w�- Ml .� � vim- ' �•, 60 010 _14 _ v� _416.... x ».... .. ,... may] FL Y r 't''��v �•�'' ,,�c,��,,t��►�� '��(". F'!�� . -t1� � t�.c c.�:r< <a�J . � - 4 . y c, �, � A Drawn CWWOCOL Jo b Y-x scale .ti� ► I , "".:.�:. . �l• , C Mtj ' 1 C '�rit ' " , � i ;,'rCir�; � CK Gtr ,' Tor TOM of JAI sfwma 1S X t 4 Ypow"W1 ,011" 1tsw t WWWW{ O Cm - , ' ryy .:.'�� P�;"�R-..y�j .i. ��-YM.'�' 1.�i� YIM �.� � ��X ,{ -�1 � � '.y M 1,: .. M•� �E. x . •. PN 19 {�e ........�.w.Af.l .. _e.�W'VAN114MWIAMMC�.MGxiYICaYi.%J?r�Wi.�Y:•....� 1+►ar MLEGIBILITY STRIP 0 I r...-.. , -' � pmm:I �m 2 3 4 8 6 � 9 10 11 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 26 2 -3, ID O1 , -� HOW su1 0� I �LI 'l � O 1,�� ., l t ! I.� 1�..�� I...�� E � 1 � 1 � 1r � �lll � l ► lc E ! N_I � , I � I � l14 � I � IR al � l � l � l � � � l � l � l � l � ' I I � ; oz L 0=", ra . , il � liiililll � I � I � i � � � I , ► 11111 . � Illilili � ll � l � l � l � , � III � f � Ii� I � � � ► { II � IIIII lif ' ► I11 I1 . 1 ail i I � I , � i � I� IIS I� ► I� I IIl . I111i1 . . i M , REVISIONS BY AN '09 k.0 Vol i (. •I C� ,� ,-9 �.. / �;,., _ ,� G rr.- tyi rA 1. w L IA fl, +I ki - - - _ I , 0-14 fir/ �' • ' ce Z i,�) `"' y. ILL �b t� c• r-� � �' �,�, � �+1 �� U �� 1 • �i'� M �. � ,� t tw/ VQ 9; min t ► �' r �'� rt" +� I." , pry I t✓ ,0 K1.1 �- - L t'" � ,��. �► h. � k�,, tit l 4�• r C f ''1 s L✓ V l.,' G �°` t.�QVC! �� f { / ,�^ J� �y I k / PA (-P�, U t AA o("L. VA I _ _ � 1 l '� U�• t.d �� Q' C t�t1 (,�" �Y' ' i t.- Toor. onk 410-r4 I A alt.. ri� a .. ,. —.�s ——_ —.r.-�._.w.�.u�...w_..._r►atl.+.MW�iIb.+ai�.._w+w-_~,• . = ... '.�•�.Y M �r Hl..�... _ - wrtwrr.�. w __11WrY• wi.�... _w^•r ,w+r�w _ � �+r�,�.�_...__r+—.r..�_,y_ .. _ _ ate.— -...nwos.... ��._.._ __+..�.�..r..__._.. .w� ._w w_..wr.w�_•.r_... ._.+r•�._.- ... r'� •rw-r__.—.�.-. ...�. -.. �.._.,rte._ w�.rr• � � '..� _- � ,�yy.r�r•.-_. wrr .�+�•.�wtl�. I f �...•.�.� IM� r • ��.. .� L`4 �• f_ 1 w VO �. �,'• �'�Ll�, I'�•'V r.��'t A^'/4� �. '�- t V"� .`, L/'�-' f�.� ie'� . rC:" r .�\.� r /''_'.• �• .d�. G�t /Lt b % ,�. � °..,,,� ,�f}r��` �.✓ eel VA 4 i 9C f in cs A Kr LAY to � . -�"` _ `� ,,,,.�• 'f �' w e•�. �` > 'prG 0 0 ` 1 saM,.;r•.:►-..br •�,..1': tl 'tl^4 " � .� * t6•trf } .�..�A. tl Or �Avww OW" MMM - ,_-�+•�r•+- .s a-..-tl ,.... ._.:aw.aae aak.. .,.,.,. ..�„_. ."1�n•_-- , .. . •-•.x--- �-.: ..._ a ._... -s,-, I 0 4P 0 '" ttacY tie suspended acoustical ceiling system shall be anchored to resist lateral ...�. r•4�latifT e" •a a� wee .ei mi • f r Table 1 f not T ?�„ .�• ��f''/t� � � „�_�,.....•-, � s c, occas (..section 1 fi30.2 and *��. Provide suspension wires t ,,,-''r ✓ X '� � � smaller than No. 12 gauge spaced at 4' on center, perimeter wires on terminal , ends of cross and main runners at a maximum of $" from each wall, four No. 12 �. ga►upe wires splayed 90 degraes from each other at an angle not exceeding 45 es from► the p4a» of the ceiling strut and extending to the � �" to degrees a . e Q:erit with. aced �" structural rn floor or roof d n center . members svpportrng r.a t above an spaced 12 ca In both directions starting 6' from each wait. AN lightir►g utas vt►eighing less tf�,ar: 56 lbs. shall b attached to the s system ASTM __ __. .._ ,r a +DB�tv>>!�l s ( .__._ ..__. positively uspended ceiling � a. __- � . • CGX-94]. When using an intermediate grade system, ,No. 12 gauge wires shall _w._ ,� .• 4332 ,� .tob LOW �� wr. 21 LDW tie attached to 'h :r�rnbe within 3" of � - :_. _.m � �..�.�. � �'_ - � . ithe t rs each c�mler of the fixtures, and �/� �,.''� ��.��_ � '"�`' � n 1#ghNng fixtures w+ei�gh!ng less than 56 lbe- shall have two No. 12 slack wires .._ � sheet OfILGOV r i`aw a�w ��a cs►r�trt�, r�trts rs,a. (*nneccted front the fixture to the structure above. mounted air terminals Coding rho �•....�.,• or sem weighing low than 20 ft. t�ti� be positively attached to ceiling „� �� , SUS CERING STRUT ,�' V F. ff�4 of sn►.ee. `III I I I A I'c ► I I �►� , , a , � MGASPAVOW 0 "�• kr err .i _r,•. r t . • -s`� (+ � ., -.t - .. . _ ., r� .,�- .. . .::^':...,.._...�..._..n_..w....�.._.....�..................,..�....�.-....._.._...,..,...._..•w1Y.�.vJl.._ .••...kms_.-_......,-.......,. - ..+.._...�..... .. ..._ .._..._...._._.__�.._......_ -- ••'------.._..._._._..__.__...__._...+.._.._.---_. .._ -- «w"IL...•.ti......—__._......a,. ...s... LEGIBILITY STRIP b 7 e s 10 11 12 13 � � � � ; e , � 2 - , - _ d 22 23 24 25 26 2 7 2 c9 3 i 01 L b esUut o� 1.11 ! ] ti i1 I PiI ► I ► 1 i P IiI1 �Till i iI , Ii � It�,�i . � ' 'I� LI.L�E Ili i � � � � i P ' � I 1 � IIIii , � f I , � � 111i1 � : , . � 1i1i1111 , ! , � � ' ► Ijl,o .IL,�,� �� II ! � i I ► , oz � lll � � lll I � � iP � l � ll ► , � � 1 � , _�P�.al�1�i.�. . f.a;: r , ► 11 1 � 1 � ► + . q. REVISIONS BY wit �1 ►� T� ' fir� �� ,A VVA4I 1 t __-_ -y — w --a,rs�►: -vamp", rs'-•v 7/ > li Ir to R^ kcook, + r` �►j t V t /�1%, p� ! ! 1 / 1, F� K 1 U K, V N'�/� W t I -. -Wowei _ - � _ _ _ _ - :_ ��•--- --- . '__` _. � ' - __�_- __ —�•�.-- __�. _ ' .-- _ ..— �-- .r -�---� ..�. » �. '�-�- � fr��'c%f..r � l lam '' �' � I Y i `► � I , r pA TV I I H ii ., t ti F L i c •' t L &—C1 G� l,/ 1 o VVV � o de VAR- F LA c w r 00 ' 30 _.____._...____..._._.____ tom► • , � t�. -��w IT 7 K14 4 1 ko" op i � •� � i ellri o , A-Irw AE 4,132 -46 24 , �'' /�,� F. —� -T%0 Shootat N x M M M M, SMI AWMMf• ,.....+.++ww- ',�nwa�Msr,.,.,w..+L;n.��, _..4.�....,yww,..w..,...+«..,.-«_.._.�«...,.,,,,.»a,.,.........».,...«.,....,...,.......M�.._.. ._.«.,-......,..-•......,...,............_...w.........-......�w+....w........-- ... ..__ ...-.. .«.,�.. -_. .,..,...._.._..�.�....,,,._,,.,. _ - 't � �'�"es � .M. ' 4-. �. ,Ap fiY ,• Y '4 t C .. ,,,+uFr%awkN�c w . .;,•I� .r,rt0.'YM;C.. .... LEGIBILITY STRIP ° I 2 3 a s �; � 8 9 to ► I I cm 2 13 14 16 17 18 19 20 21 22 23 24 25 26 27 2e 29 3 Z I I I 01HOW SL4100 .i E: I ° i i ��.I !... J It tl lllllllll ( III I II II1I1I111 � 111 1 1 1 1 I � I t 0;- ,�.„�i,.�.,1 V I I I L, „�,l, ,.,1:•l,l_�l�.L�.h.�,.�..l.a�,f�� i �1,L I I ,. I ' � i �I I I �I I ! ! I I I I I I I �i ( I , I I I � , I I ► I i I i I I � �.,. - , IIII ► IIII , I IIII , I � MI, � ► I IJtItI � I , IR � II , lll � l � 1 REVISIONS 8Y oe 4 Y, V of v { e� ,� X _ LPv , zr _+_ -n $;1 �s7 ✓ ✓jam ( f -r r I ,1'� /tet ILA- t,, 7ej k3 - .,_Q a � IQ � k.000" Lev t °t •.. ,/ hey ` �( l i Al , IF �- - --;t '(_L )/J :me X, of X. t 1",:•- r�- { e1,'A &0� f' J(pel"Mg 6 t Al oil SGS .. r i 4332CIZ o 4•r,,, , Gtr r r � Q '� � % ;T M +'Q ' `v '• / may' ann,,� Shoot 14 24 41 ` III `I II I 1 N M �m ta1i110. 1�r r1iAMNM►• Of Sh•.t. • � Fi; II� I � I tY STRIP a REVISIONS BY Ok ra I � t t��. ; 1 TO •tETMgllw STAMIMRDS ill. fN IiATLRE AND ARE WTENDED plvtSIDN 0 DOORS rwD W1Nfil1VS EN`fRANC NAFiD�1lAF3E _ -- , .�. > �. VMMAMSMIP SHALL ....�... .__.._ BE tMNTRQED AT GOOD QUALITY BY THE GENERAL CONTRACTOR OR MAMOACTUMCD 0"I AND VINWVS ARC CERTtrMD ACCCORUC TO ASTM DEVELOM. CONTRACTOR TO IsKNIDE ALL NECESSARY TEMPORARY E M FIX 0.97 ctrl% P" po or wDi W SASH CRACat AWS n GFIy VCR StJF't'�ORT F'[* WALLS AND F•L!](TRS PRIOR TO Ga1PL1nTt17N 0'i VERTICAL FSR C>«' V= CRACX 8T1WI311ii© HARDWARE Lf3C/lritklJ11111111111 - '�'- AND LATERAL LOAD SYSTE'11S. , VODD DOERS, SOLID CORE DOOR TO BE 1-3/4' FLUSH PANEL BIRCM TiF....,�.,.._...,.. -,......,........ ► - • ►�� Rim' LIVE LOAD 23 P SF c SNtaV> t - V�+l^ yM WIND LOAD 60 PSFM11114 ALUK. ENTRY DOORS, KAVNEER SERIES OR EQUAL WITH CONCEALED N-• _ � `V SEISMIC CLOSERS, CYLINDER LUCK AND THRESHOLD. ALLOWABLE SOIL BEARING 1300 SF ALUMINUM WINDOW FRAMES- FRAMES TO BE 2'X4 l/2' ANODIZED ALLOUK 104 NSECTIOAS BUILT FOR INSULATED GLAZING, ` COWIWT13R SHALL VERIFY ALL DIMENSIONS AND CONDITION" ON GLASS, ALL GLAZING TO BE 1/4' POLISHED PLATE GLASS. IN DRAB 1NGS AND 1N T1£ FIELD. C t17iNATf. OPENINGS THROOGH WINDOWS TO BE DOUBLE GLAZED WITH 1/2' AIR SPACE. l,-'kE --• � I FLOE RS Rte' AND WALLS APPLICABLE TRADES. 14OT IFY DESIGN + n ENGI ^LEER OF ANY MSCRFpANCIES. TEMPERED CLASS REQUIRED BY CORE. ys.� �� -' : - t - ALUM VIND+')VS.. MAMIFAGTl1RfR TO SUBMIT DETAINS. FINISH tt"Y PrwA INOT CODE1- AND ST E STAT UNIOREG BVILDUIG CODE - l�4 EDITION TO BE BRONZE ANODIZED ALLK OR FINISH REDUESTED --- AMENDED BY THE STATE OF OREGON. AL1. OTHER LOCAL AND STATE. BY OVN£R ,,\ BUIL )ING REGULATIONS SHALL BE APPLICABLE. 1 0 v11VISION 9 FINISHES OPTIONS AND ALTERNATE MATERIALS- CONTRACTOR MAY SUBMIT �• !� a PR APARSIOR USE 13F ALTERNATE MATERIALS AND METHODS GYPSUM WALLBOARD5/8' THICKNESS (UNLESS INDICATED) FOR7 METAL TRIM AT ALL EXPOSED EDGES AND CORNERS. TAPE JOINTS AND SAND IN FINISHED AREAS. USE WATERPROOF .�...T...�.. -� .� `. � DIYI IDN 2 SITE YORK TYPE 'X" 1N RESTROONS. N --- _ rw ALL BIDDERS 1'OR WORK UNDER THIS DIVISION SHALL EXAMINE THE THE SITE S SITE ti4 y- E. iiAL L BE ACCEPTED IN ITS EXISTING CONDITION NF ONE �.�,.�� PARKNN�i ,F^C,E t5 PW�/1L�I;D• IT S+W,,,L BE • Pf001 I - I cy� Y _ ` AND ",Q CLAIM SHALL HE MADE FOR I►Nf CONDITION NOT St4'!vN ON P'vsl+bw IV oK•ea to C~ R„+q down THE-i �o THE DRAVINGS. De%6MNTrD 'YN4- ' /tib' 5kN KAVT AN AC DjTj01LA1. T� 546t�YG�R�C}-6D) NYJIMT'EI7 R�.L?I�t THE STANDARD "�F''AC.I: PARI:-jt�,.�•••" STRIPPING STRIP ALL EXISTING TOP SO1L LN BUiL:�Ii�G •+t�G PAWED 516`Ir4'R�c?-b��• "- -- - �---__ _lyM��---� F�te.X AREAS AND DISPOSE OF IT OFF SITE, OR IN PROPOSED V� UwDSCAPE AREAS THAT MAY BE APPLICABLE. AXX5919LE SPICE CAN Be v5ED sy ANY V!H1CLE MrH A Vwx �.rt�`s �- VMV D15AN�LED PERMT. Olox, 7& 1- FILL. MATERIAL, PLACE FILL IN LIFTS NOT TO EXCEED f!' AND r�A[ Ps Uri Lc-_ - &a COWACT TO 95Z STANDARD AASHTO T-180 UNDER FLOOR PHYSICALLY HANDICAPPED PARKING SPACE TO HE IDENTIFIED L N'W+aaRs�4ace�� N�u,gd:a+,s AND PAVED AREAS, ENGINE_�Eti FILL MAY 1'iY L . .ICED WITH A SIGN AT LEAST FOUR FEET AWYC GRADE, NEAR THE �� '� UNDER RECC"'ENDATION CF A SOILS ENGINEER, SPACE. SIGN TO K MARKED WITH THE INTERNATIONAL SYMBOL ri3 ��dna►u+�1it+�1�~ y •OF ACCESS AND HAVE THE FQLOWING WORAS IN AT t.f.AST ONEw FOUN')AT1UdS+ ALL FOOTING" TO BEAR r R N T R ' E CNA+ FIRK tl DIS U BED SOIL, INCH HIGH LETTERS _ _„r .._ .__, _... ., . ._. , _ . �•- ---- ALL FOOTING BOTTOMS TO HE A MIND" Of 18' BELOW FINAL GRADES. NOTIFY ENGINEER 13F ANY UNUSUAL _ CONiDiTIONS BEFORE PROCEEDIW& CLEAN ALL FOGTING EXCAVATION OF LOOSE MATERIAL_ �— — !• t�- MA�c -- "� - - GRAS EL BASE, PROVIDE A GRAVEL BASE UNDER ALL CONCRETE K ,T� 4 SLABS TO THICKNESS INDICATED ON PLANS. COMPACT GRAVEL � c `•�j !d'�g�� SUB-BASE AS PROVIDED IN FILL MATERIAL SECTION, s`�;r,4 ASPH40 CONCRETE PAVING-, WEED KILLER TO BE APPLIED TO BASE ��I t ROCK PRIJOR TO PAVING, PROV°DE 1 I/2' MINUS CRUSHED ROCK "A"� "R" "`v 9 � �i ''�'��`� - b p ft 0lSMi.[D PONT M&Y T LEVELING CQ'RSE FOR THE ASPHALT PAVING. SEE PLAN FOR vlGt�t't7cs �xr- � a i / THE DEPTH OF BASE ROCK AND ASPHALT PAVING, ASPMAL T Tovtt� �� - .�►;..,. ..- -. -•-.. _.._. �._._..�.-• /� .r�U�-00l 'Q /, PAVING TO BE CLASS 'C' MIX 4DSPO). SLOPE AL.L PAVING A as aua� wn a Itw MINIMUM OF 1/. TO DRAINAGE, TRAFFIC AND PARKING STRIPES si Ta , ,� t/ � IES two � '`J �j"�j �� N �(/�(� / �{,� r0 BE 3 VIDE. VHITE_ ayes auar `"---- �� r I V 1' IDN 3 CONCRETE AND REINFORCING �omc ao•ese �.-o. may[, pt�" _ •-� b'-O' Sr�� ■ _ "t V" - AM=;BSC 1+•ORZP+61D A �� i GENERAL+ ALL VORK TO COMPLY WITH ACI COIFS AND STANDARDS. i-- -- TOLERANCES, FLOORS 1/8' IN 14Y. WALLS AND COLUMNS, 1/4' FROM PLUMB. SII r1VI_E A_CCE5SIB�E PARKING CONCRETE MIX, TYPE 1 CEAETVT PER hsTx C-130 ""�"' 1 FWT MGS AND MISC. ZO DAY STRENGTH 2300. PSL5 SK/YD 2-4' SLUMP FLMR SLAB112 SK/YD 2-4' SLUMP POLYS EELSWALLS 28 DAY STRENGTH 30M PSL 528 DAY STRENGTH 3= PSL 1/2 SK/YD 2-4' SLUMP M • FINISHES, � '�.. 1 . . INTERIOR S'LA$S, - ST1EE1,. TROWEL f � .... EXTERIOR SLABS+ TOOLED EDGES WITH LIGHT BROOK 1 i INTERIOR CONC_ CURBS+ STEEL TROWEL 1 ! l.'�� T�� J �`. ,,�'' ! r/�-�,�A► '�j. CALD .JMNT S+ I ♦� •` �.� � I� � :INF PScWI1E COLD AND VET .10INTS AS Si�I'N ON PLANS. Rf t]RCING STEED ALL REINFORCING STEEL TD BE A-•615 GRADE 40, l ` UNLUS UTNUVISE S";E PLACE ALL REINFORCING PIER A0 CODES AND STANDARIM LAP ALL CONTIMAUS BARS 30 DIAMETERS. All doors with controls and hardware shall be of the type providing accessibility to — - persons with disabilities [Section 1109.3]. Hardware can doors shall be lever or D/A 431 Seismic Strap Anchor x DIVISION 5 METALS other shape r 0l requiring tight grasping, pinching, or twisting to operate. Controls (patent pending) STEED ALL STRUCTURAL STEEL TO BE A-36, FABRICATED IN shall require a force no greater than 5 pounds--farce to activate [erection 1109.31. -- -- At:CORDAWE WITH RISC EIGTH EDTIOK SFS PRIME WITH GREY CHROMATE. STRUCTURAL STEEL TUBES TO BE ' Fr•46K.SI. A trash dumpster with a capacity of 1 .5 cubic yards car greater shall not be located vELDI.dG, ALL NEEDING BY CERTIFIED WELDERS, USE E6oacx • under or within 5' of combustible construction [UFC 1103.2.21. , ELECTRIDES OR E70U EL.ECTR E.S, C wLY WITH AWS SPECS/ DOLTS, ASTM A-307 WITH STANDARD PLATE WASHERS UNDERALL BOLT Provide exit illumination having an intensity of riot loo.,: than 1 foot candle at floor �`��.4 HEADS AND NUTS IN CiDtTACT YITii VOM ASTM A-3Q3 B'IIt,Ts ON ALL STCEL TO STM,. Co,CTIONS, DRILLED ANCHM . levei, and provide a Separate power source, such as an on-site generator of 1�'� BOLT TO BE 'PARAXX T,1CVKuDQT', 13R ffrH R APPROVED � A� storage batteries to operate the lighting system in the exiting system [Section ' ' I • i 1012.1 and 1012.2], t . , , '�� `` CGW-CTORS- TIE STRAPE,, ,FRAMING ANCHORS, HANGERS, COLUMN �• CAPS, AND BASIS TO BE 'SIHPSON' OR AS SHOW. PRIW .. l CGAT MISCELLANEOUS STEEL. --� Provide exit signs pursuant to ©SSC, Section 1013. � ' DIVISION 6 CARPENTRY Provide Type 2-A fire extinguishers throughout so that the travel distance tc a unit LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UiNi..ESS OTHERWISE HOED. does not exceed 75 feet [NFPA 10 3.2.1). A special 14 ga. (1 9mm) adjustable seismic corrugated veneer JOISTS, BEANS AND STRINGERS DOUGLAS FIR 02 ar,Chor with IWO shear lugs. which is engineered for use with pencil BEAMS 6' NOMINAL DOUGLAS FIR MI Glazing, in fixed or operable panels, adjacent to a door where the nearest exposed '` „ rod or Seismic Ladur to resist out of plane movement and 0ord BUCKS. BLOCKING AND MIS- DSAS FIR STD of fife glazing 1s within a 24" err. of either vectical edge of the door in a closed greater ductility in seismic zones 3 and 4 or Seismic Performance STUDS DOUGLAS FIR STD edge 9 9 9 Cate�goi yes D and E can be nailed or screwed to wood stud backup SILLS, PLATES AND LEDGERS DOUGLAS FIR 02 PRESSURE TREATED position and where the bottom exposed edge of the glazing is less than 54" above and/ or screwed to metal stud backup. PLYVOOA+ PLYWOOD TO BE CD GRADE WITH EXTERIOR GLUE UNLESS the walking surf�►ce, shall be tempered [2406.4>Lf 1]. (0/A 808). , # OTFERVISE INDICATED. THICKNESS TO BE AS NOTED ON PLANS. r ' Each Individual root-mounted HVAC shall be permanently labeled as to the tiieas �..� . �..i,;��.. � � ,�:...� .�,,: � � � ; , � . � NAILING To BE AZ INDICATED ON PLANS. � NAILING, ALL NAILING SHALL COMPLY V1TH UBC TABLE 25-0, NAILING ! it serves [GMSC. Section 304.51. In addition, each unit shall be equipped a - . sCNEDUL E. power disconnect end a 12Q-volt recd fade Shall be located within 25' of each :t �_; ` • pow p - �. ROOF JOISTS, ROOF .JOISTS SHALL BE MANIJF'ACTURE.D BY � I unlit [UMC, Section 309. 1). F r ,. v � ` M 0/v TRUS JOIST CORP. OR PRIOR APPR[1VED TRUSS 11ANUi'ACTURCR,. ALL _ 1 BEARING HARDVARE, HANGERS E07. THAT CI CT TO THE TRUSSES • ' -� �� k O /b SHALL. Bt" PER HANUFACTURER'S STANDARD DETAILS, � SHOP DRAWINGS STAMPED BY A REGISTERED ENGINEER 1N THE STATE 1 -- --w-r. ,-•..-..� .._ ... _- _ OF OREGON ARE TO BE SUBMITTED. + DIVISION 7 Aute two -- � rt ��Nr.� �Pi�.®r�:l tJt,4R,,1t�c �Gib�N�'.,�,,a 4�f� � ON THE 1dARN sTBE WINTER of T1� stillA.aTfOM FOR TME"LAl.cs, Rmr. rt,.aort, _ INSTALL A VAPM WtR1ER WITH A PERK RATING Or Off' OR LEST. XrC SECTUN „� t , ��► .� '' �' 1�f C•� I'�'" c�` Scale `, Dawn 7t..1 -A-, '"'-� ;�-' Job 1 9 7�+ 'n j � '�� 6tA ��Cr 24 �`'�`' �, Sheet F fk `I 11 I I (At"v'..'tO A'-r ��4�Ar IWOOV06. t 9*.o bALI), Of '� aheee• to • •4 pmw"w ee as. %"a arimparr• -...... . _waw_.+.+.IIMMM.Mn..,ii•'NMITM..=.+..r- ....+.••..•w_wo.�.w..•+w.+wa•ww__......—..�. --- .. NWMPPWMI /�� -'K......n......•xnwLiu...u:fF V'�ly'��Mh1L4i�TTchh/4IIk'i .:..�f7 .. . LEGIBILITY STRIP -` 2 1 4 5 6 g 10 11 12 13 14 15 17 18 19 20 21 22 23 24 25 26 27 28 23 30 T Z I I I 01 ;i r � , . . � �. �. L „� .�.• ! Oz” ld11111.111I � 1111110i1111 ► i Ih1i ! i1i111i111i11 iIiIi111111111i1117 oz n 1 A rrr c REVISIONS BY - - t 1' i � 1 i Q , ............... 00 'er i 1 .._ -..._�-_..tea / .�� ► __.._ ___._... - _ r t r --Z if _ 4—t # I 1 t LA ->c . $Itdslirr - _ c1t� �ItAt�c�►..t�.lrl. � A.o•'�'tIJ�. ®� �- V7— J'-i '""�.g i�C.FIG"(°i� kA NtIE�E.d IAi�J ��" 4 � .,..._.�.. .........,. �.. __. oe `jre. .6 fm,� qua ea [&Ma.w,k a S 044ct_.- '�'{�'�' �' A►"�'�'le9 �`►�I.L� �f�SUC,r'i.TEaU' �� t� 3 .INS[�"t.J7�'�5�� . ''-fit'! '° SIK. 1 t►U.. �.�►V� it vErMo&TAlr WITIA�A IL�.It.ATA&A TO MV CTA T��* ��>>��_e.�'°� Rat[: P��,='tc►& ...�_ �� UQ�inll.AUi/W CCC 2600 t4W&TCC Ra C i.4 Ljgad. . ' A �'Ti. :'�e did 0�•'T'R C"04Ws t a f- � �t �� ►�. �� ,tea G �. rc>f,-KLM-G CiLF&Pte or,,e.pJcFwN" - Nom► r 4 A& -- -- _ v�. ,� �w rYc�l 4wt ate.I� �. - e�re.[Y' 'R� '•t �. �lt�tG. A& M rAM Mot wwmowo-0:;p m4a J,,jy.T Cp4 pe " vile pw COWA IV ,w. vim _ , 1 �� lr�. „ f a1 *AK, W k4\#4K CI' • �� Y • + ^k .�.Mu s- f','�' .., ..Nr1F` �.. r� _ of sftof to x so powwm Go as "Mm LFGIBILITY STRIP 1 01 i 1 �• I .IaW a..lid � c 1 .� � M, C �� ► . 11 � ► 1J.1I �1.1II �IJslIT1.1II � III 1I � l �., �.��.��, A��.►.►.,►, � �a��. �,. �..��.� �., +� �� F �-�.�.�, �� .:, � .�� .� ,had- �. , ,. � I L_ J REVISIONS BY Of ap r _ i 1 I _ I � 4. 1 t I vt�*-f rA� po + p i _ - i i I j ,A U V L o f OV; lir 601 )C—r(,,A �- - -�" . y do in Ni ell" �_ �'�► .. - r _ .. fid/ ✓-- . 1�� 'I jr �y�� '� '�'�, �Ot��J�!�' - - '�.�7-- "'_ �' _ w .. ..__ .. ._ . _....._. - _-- - _..._ _ ---- ,,, r 10 w;u _ i _ ._� L __ .. -_ - - . ,- -• _ . Dille r... w +,�..` � ; _ -_ _l _... .... !�'�C '�!�;� :��i►�.�l1C l1 '"1 fel h scale U --�! :r -T:-�----.. � .�N�sNu vu�- �►,�,� ��u, r��- t�u-;�MtA-ir..�...�- 11 � � ��-`�' ,�'.. ,,.�_ R��,�c`�... H` _-S - " : ,. _= '� ' J i'� 'C`'1 +,,�(� �i y�'�• � 'I�tif ` . �, 6 -�,� turn , t..., 3% 2 1 Gt - - LApi - _ - I` pn, Job �� r A- III&IIIIl , Y. }r - _. _ ._.__ .__ -- �--- Shoot 1 ' ' ` \ 1 I I I I Sill I c � + 1- Of Shoet• PG lo (if ' '' .. R >M /Awls ODM MO 1�1�IZAA/��• r .. vow, dwl _. i r; r;;.r ¢, .hgriYq anw.a ,;arttro-•.,tar'c.mrc:e ,' .•x, a.rsm...i+ Wi..+ ,a,.,,y„h ., n;cm- na.., a, Kb6Rn ryWT a. RrYp` .0 ..e!.`-z_ _ , LEGIBILITY STRIP 6 7 e 9 to 11 12 13 la 16 17 , e j � ., 9 20 21 22 123 e24 25 26 27 2e 29 3G , z l 01 e J i � . lIijiIlizllll ; i1 --P/N.T* , � i, iHO) �WIIgut�o,r? n REVISION$ BY CAPACITY: SPEEDS: CONVIIITIONAI, .._ p 2100 ISI ,150 1101 0 s0 IPM 10.4 M!11 - jf�/a1LWaT�I �lNd:^- �IAV� �it.►1J17J•11.� �.N 0L �j,^,� //- C] loo im (0.5 M;f) '}rldi".0/s►�tP v+0'�.ttPi1 Ow int-e.lv✓,p1M'! �jllpl-i. 110T bj:: L 12S IPM (0.I5 M/51 48' x 30' devo mini " N ►/eOQ� 'T,1 rJ '2"i k. 'e0A 00; �noloS trvCted floor spaCe �.�•� "(µAhJ I�Z L7 ISO i►M (O.TS M,'Sl tASANOA OZ. :�i.PE 3Nbu- P L>>/lPM ,e.�i ) i ' --•. � I � GITSiPM10.1► Miil / 7' x. ta1Jb �� 6ZIPM 114(i hr.�+zFt•C-� • iuE W�NO(,cJP ,,,!' I ,d OP PAg�.IL6 ft-OALL MIIYlk A• 'S*A� I ! , r7 200 FPto 11.0 1011/11 �"'6'rT1 t'')11 f!'Z�'".• . ! � I I I �; L C N 0�.1 � 17' s�,a,ZFA.�� WIN 4P Sw0P cOIW /t , y� �1. �'f• O c. .d ,_,. gaigi; pwcwa HOISIWAY PtAF� 1 ' i t U C 0,c aI�NT KAao lit 4.x e• X57. ! (0 0 --- - u x •�. axe A - - _ __ ej _G f �OrI M0D 1�} ' ca cl ►— J % CU at mm knee ma X. toe 2 C1tnr,ance 8 b L All 4 - 0 e 141 l)1'11�1!11e lk t depth L I -' 19 /' - 7' r WA1 L to _ ►� (?235) WAI' I R A CES A N � ,- + L AVATORY CSE � 1 ' " � I 1 ' �C w�o M I ►� !�Mth'r'► t' r i--f-'---�- 00 36' rNn. 54 twin • a• • MI I i2 Imo. max A2 n rein !12� y �'�2 M . � 'ti• T� ' �'E��''`� grub bar LOXLIS ON CAR RAIL �� /J� , '7 Z TLIf'.�I�,�4• CONVINt10NAt NOLitEfj max '` Cps !9 8 (59951 M". SPACtfI(i ON 15 0' 14572)MAX. SPACtNG Ott I -- .ett e t paper - F! RAII MALKE(SUPFUR f S HAIL JfiAL'KE t 5UPPOR 15 f 1 .'75 LDS It?5 Kg) �.. _ 1 j "`_�. � =r } - • t' 12 1PLAt1 1) t 951 OS (184 Kq! ?85 Las(t 75 KU) + j t NI ! __�,o , _ 1 �- i2 (PIAN 2) ZQ5 L9S ("3 KUt 440 L(l' 1200 K0) �tC (ox t0 - - ! r IIA 4-6�40:2 me -tin Ir-lee ' r — � M—_— _i ��• r_y. ___;�J,,,._ —--�— G�' K t�•�' i eer..�. rr.r w—a..- •.l fw .. �� ' ' ,In.� � C gN�c Its 1�•�:1►.� `� ( - -"" -. t7 H4LElESS tear Ft©cr spat I { i NIS SERIES For (awttcr�y _ 3/I6 ARA CESvqL"� i� AB BAR CLE C C� � r4 UPS Nunn li l yam. �� /Ix, � I Lo/ IF ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IT SHALL BE HAVE AN ADDITIONAL DESIGNATED "VAN-ACCESSI®LE AND SHALL �/ � �—�- SIGNIOR2O-EDI MOUNTED BELOW THeE STANDARD SPACE PARKING 7 4/9 SIGN(OR 20-66). FRESH AIR Y ANY VEHICLE WITH A � � � I VAN ACCIESSIBLE SPACE CAN BE USED ® CAMPER � �. 3 w L � e DMV DISABLED PERwT. RXRF-FBA1 (Manual) In ri. • -� x J�I' •� � PHY aICALLY HANDICAPPED PARKING SPACE TO BE IDENTIFIED RXRF-FBB1 (Motorized) � WITH A SIGN AT LEAS 1' FOUR FEET ABOVE GRADE, NEAR THE WITH THE INTERNATIONAL SYMBOL e �� i SPACE. SIGN TO 6E MARKED W 4Q'V/ . 1 ' , •I ' OF" A _ CE� 3 ANO HAVE THE FOLLOWING WORDS IN AT LEAST ONE u INCH HIGH LETTERS t R UTE E !>< c�n�,1+s+c4�coauFas i CCE 518 E � 1 ! � �.. ,T/G 1 1'IrAGFSI RAMP Wf DETECTABLE __._ �A n•EeJi D WARNING f l 1 If _4 <v,�-r�fT�PPA Sc �� •---.._._.__ C..i.SKE?.�. ee,• 7�+.n'I 'l. " I �', `.,,tik t W ,.,►.- ACCESS �, 4.. PAINTED % <� %v'14 a++cltK sKaF E, I I �,�'- .,,V� P^PK I N(i � I T H D M G t w A�`E 5 TIPS 5 :�d ..,,;may/ w M ! - .1 ;,�► DISABLED PE,R"IT ONLY � ttid � � � � � t� t4332 ' "'.r FP*W AV, 1>!It l . !l a'.!t P;'(*0l" �� l VIOLATORS Sll1. C T 10 ^or w "' ' [ ] O*0"tes Mattrk Cawwwons +x.[•wrs F*, o„�• i; ,r,- w .w�l i7 �i " + ,` C)fi, Ct�,� T O V 1i UNDC ` ® / .a. .� I!3' , ;t I sa, w tku.� �, a l� := x , • r A ! �.�''" +�►� �' •�--fir. �`��.► ,r'�'�, �,��;, QRS $11 VC D k -�"i'�,► �� ,c�/'�( A.o�#rx,1,at t•a.»t ,:cr+�s+,�t 1� ,w. •+� r..._ 1 e up 13* vii . .. URS t�tl.o�"0 �'�� '� Shoot _._ �.��F• *�;.d - 0 STANDARD SPACE ,''s' ,--\ 7 i AN ACCESSIBLE ! � � �,/ ,� _- ' ` Of Shun• VAN >+�CESS Ili: 8• .Q """"" — FJ �"•�!. 111 � I . ,+1 .,, . Mr.M. wM:-w.:+wew.....w•.mm"rw...4n.... .. ... ..-. .. ,.. - ........__. . ....-,..._...>_.w... r+...-.n v...«...... LEGIBILITY STRIP � V `' 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 16 19 20 21 22 23 24 25 25 27 2e 29 30 2 f f f pl 6 @ H0!, ! SL41 Oe 4 9 9 t, E Gz r • jx •rK,.. r. ,.1 nR f i I I 1 GENERAL NOTES: GENERAL CONDITIONS: FRANKLIN ST o I II I 1. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE CITY OF TIGARD 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON SPECIFICATIONS, THE APWA (OREGON CHAPTER)STANDARD SPECIFICATION AND UNIFORM TRAFFIC CONTROL OfNCES FOR STREETS AND HIGHWAYS', US. it N I' DRAWINGS(1990), THE STATE OF OREGON PLUMBING CODE, THE OREGON DEP r. OF TRANSPORTATION, F N.A,, 1988 ED. 1 DEPT. OF HUMAN RESOURCE'S, AND AS APPROVED AND NOTED ON THESE DRAWINGS. DEVELOPER TO ASSURE ALL WORK DENOTED "TO BE DONE BY OTHERS 2. TRAFFIC CONTROL SHALL BE FROWDED FOR THE CONTRACTOR IN ACCORDANCE BEV£LANO ST e 1 PRIVATE IMPROVEMENT PLANI •� i WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH Iii I vt �I I 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE A CITY(JOB SPECIFIC)APPROtD TRAFFIC CONTROL PLAN, A COPY OF THE to SITE ,v► I STARTING CONS)RUCiiON. APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. V GONZAGA ST 2 li � � �� j J. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONS TRUC110N AND J. PUBLIC ROADWAY SHALL NO BE CLOSED 10 TRAFFIC, AT ANY TIME, WITH Q i SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE T TAX LOT 2800 i I c (I PROPOSED CONS TRUETION. PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF 77MEL Y N011FICA 17ON OF � kTRAFFIC FLOW DISRUPTIONS 10 AREA WOE EMERGENCY SERVICES(TIGARD BIKE RACK AREA 1 I, # to i I 4. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY.AND MUST BE 5 SPACES I VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY POLICE DEPT., TUALATiN FIRE AND RESCUE)AND TO TRI-MET AND TIGARD T` SW HAMPTON Sr SEE ARCHITECTURAL PLANS I! I� EXIST. SCHOOL DISTRICT. ? ... �•�••� ••-•••• 5. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWING AND THE ACTUAL 4' C DISRUPTION SHALL HE PROVIDED TO ,+ ADVANCE WARNING OF IMMINENT TRAFFIC SITE CON0177ONS SHALL BE REPORTED TO THE ENGINEER AS SOON AS THEY GENERAL MOTORING PUBLIC BY PLACEMENTOF AN ADVANCE NOTiFICA110N SIGN 'K N AT EACH END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE z J 1 00 1 BECOME APPARENT. o 1 INITIATION OF CONSTRUCTION WORK, � I IIIla 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DAMAGE OR o � b 9TANDN>1RD 16' -�-`T .�',. I DESiRUCliON OF PROPERTY MONUMENTAiiON OR CONSTRUCTION SLAKES. 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TiMES, 217 - I IS T CONTRACTOR SHALL SUPPLY AND SET MONUMENT BOXES FOR CENTERLINE INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL 7-� '^ ( MONUMENTS REQUIRED BY CLACKAMAS COUNTY BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. + N �� I "•,, �--y•-� I ,�- ~ ��.,,« I �I I 7. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE.DESIGN 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR AND CONSTRUC77ON REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY TO INi77ATION OF CONSTRUCTION WORK AND SHALL BE EFFECiiVEL Y�`.`;• I i NIII{ I PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR MAINTAINED. ......... PROCEDURES REQUIRED FOR CONTRACTOR TO PERFORM HIS WORK. OyC.� 7. NO WORK WiLL BE PERMI TTEV DURING THE HOURS OF DARKNESS, NOR BETWEEN ALLY MAP N j N 9:00 P.M. TO l:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. NTS `;'• �I I TO 8:00 A.M., SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M., SUAIDAY. J F'NISH FLOOR ELEV : 98.62 S I i �--20'--3, �,' i� GENERAL NOTES: GRADING PLAN PERMITS 8, MINIMUM TRAVEL LANE WIDTH SHALL BE. 12-FEET LOCAL AND 16-FEET ON WALNUT STREET. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. p�* 1>1 D If I. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE 9. THE CiTY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL �:,c�nrc CKVNUN LUNIHUL IS REQUIRED. EROSION CONTROL DEVICES MUST SCALE: I t ZO'r I I I i REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND BE INSTALLED AND MAINTAINED MEETING THE D.E.O. REQUIREMENTS. THE GRADING, EMBANKMENT OR STRUCTURAL FILL WC1RK; 1T MERELY PROVIDES FOR 5 STANDARD ?e 1e- II 1 INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF TO ASSURE PUBLIC SAFETY. I + I - I v THE ENTIRE CONS TRUCrUri-DEVELOPMENT PLAN SET. CITY MAY AT ANY TIME ORDER CORRECTIVE ACiION AND STOPPAGE OF WORK TO I I � TRIANGLE TERRACE OFFICE BUILDING 3 I ACCOMPLISH EFFECTIVE EROSION CONTROL, e I � Zll' AOA SIGNAGE I e l '^ ' 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL T 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC IS PROHIBITED. THE CITY TYPICAL 3 PLACES I MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, BRIAN RAGER 16. PROPERTY DISTURBED BY CONSTRUC?7ON ACTIVITY SHALL BE SEEDED WTH A ( �11I U SEE DETAIL I iI (,/639-4171) TO ESTABLISH A PLACE, TIME, AND DA TE FOR A PRECONSTRUC17ON STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTIN: SIGNS, < p i 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS MEETING. PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, b 4 STANDARD - REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO REINSTALLED OR RE LAC , WITH LIKE KIND AND MATERIAL. Q I p' p I I i1. THE PERMIT HOLDER OF HIS CONTRACTOR SHALL NOTIFY THE CITY'S P ED I 1 3 I + 9. EFFECT CORREC)iVE ACTION, ANY TIME. INSPECTOR, MIKE WHITE A7639-4171 TWENTY-FOUR(24)HOURS PRIOR TO 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE .. ... ro �\ `\ \, \` �\\�`\ `;. \ COMMENCING WORK, TWENTY-FOUR 24 HOURS PRIOR T ANY A ADJACENT CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THA ` '� 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCr10!OR FILLS TO ( ) 0 STAGED PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED INSPECTION(SEE ATTACHED LISTING)AND AFTER COMPLETING WORK COVERED ' 66' o EW &RB AND 1 MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO BY THE PERMIT. ADVERSELY IMPACTED. 174E CITY MAY AT ANY TIME ORDER CORRECTIVE SIDEWALK I GRADE IN LIFTS NOT TO EXCEED 8"LOOSE MEASURE. EACH LIFT SHALL BE ACTION CONTROL AND STOPPAGE OF WORK TO ACCOMPLISH EFFECi1VE DRAINAGE 87ANDARD I COMPACTED TO 90 PERCENT OF N!AX7MUM DENSITY AS OBTAINED BY AASTHO 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED LO DING �7 AC 8; 8 I ,; f T-180 COMPACTION )EST. CONS TRUCTION PLANS AND ALL AMENDMENTS SHALL BE AVAILABLE AT 111E WORK pppp AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY A CESSI 9 ADA9 < NOTIFICATION CENTER, SAID RULES ARE SET FORTH IN OAR 952-001-0010 lk� 5. STRUCTURAL FILLS SHALL COMPLY MTH APPENDIX CHAPTER JJ OF THE UNIFORM PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN THROUGH OAR 952-001-0080. COPIES OF THE RUL MAY F + I^ i � -y--- BE 08 S IN.D FROM a1 ` I -9-�'I�` 4 _ 2+00 BUILDING CODE, CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 AMENOMENiS AND TO THE ClCITYS STANDARDS AND SPECIFICATIONS AND TO ABOIT + j _ i TT�' """"""""'' HALL BE ACHIEVED BY BENCHING INTO THE EXITING BANK A MINIMUM OF TEN THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BEI CEN R Y CA LING 46-19 IF Y A UE N/ S E TE B L (503)2 87 OU VE 0 5 0FEET. IF THE BENCH EXPOSES SAND SOIL, AN UNDERDRAIN MUST BE APPROVED BY THE CITY, IN ADVAIICE OF WORK FERFCRMAfJCE. TME RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE qN FIRE TRUCK MANEUVERIN 15 I R PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING CORRECTED AT THE ERMIT HOLD R EX N4 9TANDARDi � a \ o NOTE: THI8 CE99 9I1N�LL a.►` P E S PE SE. OUTLINE PER TUALATIN NBE E8TABll HED ANp � � NONWOvE!4 FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE 13. MAINTrVANCE OF THE WORT'AREA AND APPROACH ROADS IS THE19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL VALLEY FIRE AND RESC BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX-INCH LAYER OF RESPC•NSIBILIrY OF THE PER 1TMOLDER. THE WORK AREA AND APPROACHO \ MAINTAINED WHILE BUILDINd ; IW + p \\ CRITERIA 110/97) 18 IN CON9TRUCTION .- li W ( 1-1/2" Me 0"DRAIN ROCK, AND,WALLY COVERING THE DRAIN ROCK WITH THE ROADS SHALL BE MAINTAINED iN A CLEAN CONDITION, FREE FROMELEVATION AND HORIZONTAL LOCAiTON PRIOR TO START OF WORK(POTHOLE W NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED W774 OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERiiFICAiE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN Z Ip-' q �� ` /i �� Z �' VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS OF INSURANCE SHALL BF AWwLABLE AT THE WORK AREA. OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE W I �° -- - (A W (I NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TOAPERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY'IN Q \ R1 d I MiNIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL 14• TH£SPREADING OF MU!'JR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK a1 INOT EXCEED 2:1 ATFiNISH GRADE. NO ROCK OR SIMILAR MATERIAL OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND MTH A FECTED UTILITY AGENCIES. IS'- O EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTUFAL VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. F l `• �1e le Q 1'14G NNTRA TO (2 �- t II ( FILL. THE CITY MAY AT ANY 77ME ORDER IMMEDIATE CLEAN-UP AND STOPPAGF. OF 20, A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C. OR HOT MIX BASE J.66' I , 1 t COMP. 9 m O ; y• RING ' - - '''' i WORK TO ACCOMPLISH CLEAN- UP, PAVING)SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF p1 � AREA I # 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 EACH DAYS WORK. NO TRENCH, ON-SITE OF OFF-SITE, SHALL BE LEFT AT t I + I a S 8+TANDARD 1 �� I I `�a HOURS IN ADVANCE, BY iNE CONTRACTOR, OF STARTING BENCHWORK TO ANY TiME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE 3 -, THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE m i _ �..: _.__.. I 10 r DETERMINE -1• -• -- ----- -- -- . 'Ti CONDITIONS. PROSECUTION OF THE WORK. • --w N = II B STANDARD Ie'-- -1e'-->� y / I N iI I 6 COMPACT 24'� ! \ 2 I 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL 21, WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING ____ _______ \ \ _ ! ENGINEER'S REPORT/RECOMMENDATION CHANGES. FACILITIES(ROADS, DITCHES, ETC.)AS MAYBE NECESSARY, IN THE CITY t /' i I r---------- 1 r3 s / - INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH -1-L__ - % zi Q Il 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE OCCURRED IN CONJUNCTION MTH THE WORK AUTHORIZED BY THE PERMIT. HAL! N . .•_._-�--" ` l i! � � C17RRECTIVE WORK SHALL BE GONE AT THE PERMIT HOLDERS EXPENSE, X .,-"-..-..- .-.._..-. .•._...-..- .-..-...-..-..- ._►.. .._...-..-.�*"" �'"�... .._. \ v, i CONTRACTOR S N Dnp COORDINATE HIS ACTIVITIES IN AEMANNER THAT WiLL „�• 3 � i NDI O S FOUND AN CO •• I i V_0 ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN 22. ONE AS-BUILT MYLAR DRA'MNG SHO KING ALL NEW PUBLIC IMPi>MMENTS, T I PEEP \ ±! ® I � j 1 TO PROPERLY MITIGATE THE WATER ENCOUNTERED. INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION N JOINT ACCESS EASEMENT � w v PLANS AND, ALSO, ANY IMPROVEMENT WHICH HAY IMPACT AN EXIS77NG PUBLIC I a I 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TEST. A SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BYA REGISTERED ____�_ �_ `�'` N h II i MINIMUM OF THF EE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. CIVIL ENGINEER ALONG WiTH AN ENGINEERS CER71FiCA77ON OF/N'STALLA77ON h i I L------------------------ -------- -------��----------�� COMPLIANCE. t( T«• \'i' '� DEVELOPMENT 1 T, `III � I r �� ( 10. PRELIMINARY GEOTECHNICAL EXPLORATION REPORT HAS BEEN PRE, ARED BY !^ h LOT 3000 of � (1 ( CARLSON TESTING. 2J. 174E Cl r)eS INSPECTORS MAY, A r THEIR DISCRETION, REQUIRE PROVISION OF DITCH INLET i ' 3 , i� TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER ' OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORIS SHALL BE PROVIDED AT THE 00 I Ii I PERMIT HOLDERS EXPENSE. i I 24. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED R vai II 1 LEGEND RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED EXIST SAN MH ! I ,I BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DIS7JRBANCE RESOLUTION AND IM189.0 9 I OWNER SATISFACTION. I£ IN 80.5 9 - DECIDUOUS TREE - - - EXISTING CENTERLINE NOTE: 25. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE ONE ACCESSIBLE PARKING SPACE MUST BE DESIGNATED O - ACCESSIBLE', EX/STING UTILITY POLE - EXISTING RIGHT-OF-WAY PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT. _ SAwCUT iNE OTHER SPACE CAN BE EITHER 'VAN - ACCESSIBLE' OR THE STANDARD ( f � -""-'- - •"- ""-'"""" "" "'_ "' PARKING SPACE. n SURSACR+O VAN - ACCESSIBLE SPACE SHALL HAVE AN ADDITIONAL SIGN (OR20-6D) / MATCH EXISTING MATERIAL MOUNTED BELOW THE STANDARD SPACE PARKING SIGN (OR20-6B) �; N;I I EXISTING TELEPHONE RISER -- -- PROPERTY R/CHT-OF-WAY 26. BASIS OF ELEVATION: CITY OF TIGARD BENCH MARK NO. 16 7. tOR qIL0. OR As PHYSICALLY HANDICAPPED PARKING SPACE TO BE IDENTIFIED WITH A SIGN I 1 3 tI i � nREsrfo AT LEAST FOUR FEET ABOVE GRADE, NEAR THE SPACE. SIGN TO BE MARKED ' I� i o ;; 1 T1) EX/S T/NG TELEPHONE MANHOLE -••�••--••-«.-..- PROPERTY BOUNDARY 21. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRI TiNG, WATER VALVE + BASE YAttmu WITH THE INTERNATIONAL SYMBOL OF ACCESS AND HAVE THE FOLLOWING I 1 o; I THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS ____________ ____ ___ __________ �c I WORDS IN AT LOS•r ONE INCH HIGH LETTERS I ®� w ID EX/S TING GAS VALVE EXISTING CURB WHO HAVE AUTHORITY TO Rf 501 VE PROBLEMS, TAKE CORRECTIVE ACTION AND, ' r T I I I I " m .-T IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE ACCESSIBLE ROUTE CURB RAMP W , (� I DETECTABLE WARNING �� 2 2 1 o EX/ST/NG MAILBOX _�.- ___. _ PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF I3 I EXISTING EDGE OF PAVEMENT o i ` In cn I ANY/ALC ASSIGNMENT CHANCES. I I C� I h n OR20- B11w - I OR20- D � � I i s X41 I � ��V D `" L" EX/STING FIRE HYDRANT SAN EXISTING SAN/TARP MAIN 28. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY EXIST. SIM MH II i I I I Z L^ 4• PAINTED �i I I INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE RIM: 89.00 ; i sTRIPEs L� I I I ® EXISTING WATER METER sTm -- EXISTING STORM MAIN NUMBER OF A DESIGNATED "COMPETENT PERSON"RESPONSIBLE FOR I£. IN(SE)84.57 ___i____ _1___ CONS TTAUC71ON SAFE i Y AS PER OR-OSHA, CHAP. 437, DIV. 3 CONS TRUC.TION, If, iN(N)'84.47 r- ACCESS - } ; + f l I,- PARKING WITH D.M.Y. 17' AISLE EXIST. SAN MH FIRE HIDRANT EX/STING WA TER VALUE w EX/STING WA TER MAIN SUBDIVISION P He EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY lE. OUT(W)84.41 S o DISABLED PERMIT ONLY RIM,' 94.J5117"L I INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 9( W VIOLATORS SUBJECT TO lE. IN(N.86.15 ' z m = W V1 k, TOWING UNDER Y Id _____ 1E. OUT(S)86.05 - - F.X/ST/NG STORM SEWER MANHOLE c EXISTING GAS MANN 29. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR }!J z u o oas e+0 $2 AND A FINE � $ N w ct uP ORS=e1.62oER # I ❑ EXISTING CATCH BAS/N T -- EXISTING TELEPHONE CABLE PROPER RIGHT-OF-ENTRY AND/OR EASfMEN`S PRIOR TO STARTING W17RK. PROOF jib r W',� OF RIGHT-OF-ENTRY OR PROPERLY EXECUT'CO EASEMENTS, SHALL BE PROVIDED ,1 a OR20-88 �- �' �- s' TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR p EX/STING SANITARY MANHOLE -- -- -_._ EXISTING FENCE LiNE THE PERMIT HOLDERS FAILURE TO OB FAIN OR PROVIDE FOR PROOF OF ,.T VAN - ACCESSIBLE + OR20-6D �- 6' STANDARD SPACE RIGHT-OF-ENTRY OR EASEMENTS. SMI�. F� 6' VAN ACCESSIBLE S.W. HAMPTON STREET e• S eOr 00 IWLL 1 ouTSRx a Rv+E eELI DOUBLE ACCESSIBLE PARKING SPACE S.W. HAM TON STREET cn PRO�. St�Aelu2 ATION.AS KaM1ED V \'� I N O a; SHEET INDEX 71 r NOTE: DIMENSIONAL AND /FIRE ACCESS PLAN 0 0 _ .. 1. SURFACING OF PA�TD AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. SITE UTILITY AND GRADING PLAN p '�o/ 16,�9'I� Gp 2, JOINTS TO BE iBEK AND K SANDED. G� 3. SAWCUi SHALL BE LACK COATED WITH BIIUMINUS ASPHALT EMULSION. or D. No smt SIGNATURE DATEIo /3003/30f9L .M CITY OF TIGARD FILE NO. SDR 98-0016 ovwrtio,e MUM rw TRENCH DK w. w"t aas.mu c,or Tmw ,�'(�{; ',;;I - wucK ,Me BACKFILL 180 DIMENSIONAL AND FIRE ACCESS PLAN } DRAWN BJS DESIGNED BDG CHECKED BDG N - --- COMPASS CORPORATION J.T. ROTH CONSTRUCTION INC. TL 2900, PART OF BLOCK 31, WEST PORTLAND HEI TS ' 03/30/99 2 ADJUST ADA PARKING PER CITY 12600 3W 72nd AVE, SUITE �00 ; , ICSH SCALE 1 " = 20' DATE SEP, 1998 ENGINEERING * SURVEYING * PLANNING NE 1/4, SEC. 1, T.2S., RAW., W.M. I' 03/21/99 t REVISED PER CITY RENEW M R 6554 S.E. LAKE ROAD 303 633-9093 PHONE TIGARD, OREGON 97223 TIGARD OREGON Li AT N REVISION r'LAN 98-4236-2187 4236CIVL W S MILwAUKIE, OREGON 97222 503; 663-9095 FAx e ` �M1T rlu Sill `11111 hl IN n1 ,, N t _. ._._..__. Sou lett°r a'•E°o, ... IL 1A . _ . . IRV '. ' ,Ir. u'I'.bi,.. F ... Y'. .wgiy X941.+I ( I. I: ' .. I I. (. I. I I i`.. LEGIBILITY STRIP Cm0 2 3 Il;lul�nll�nnlullJjl(iIIII�IIIIIIII II1I1nI�Ill ILII i0lll�ul1 fIII�nI121I�IIlI I3I11�II11 14IIt� i II�►ni nll�l lj nll� uI III Illu Illll lu Iln�nn(IIII�I111 Itu�IInIIIII�II�i111111Ii�illlu�f,Il�Inlliill�{InIII��I'III�IInIu��n� 0mrm cm e J7 B 8 7 18 19 20 21 22 23 24 28 28 27 28 29 30 Z I I I OI y HONI 6 108 Y 4 u<q.rva+rv'T!.n,rtar,•.inkTRntt"-ryqqP,'AARFMR"bMA.MR'N�7N9ke1M"•: ,.,y�..,.,r- :•� ' ?6i. ............. { - ... -1M Nipi "mmoil JOIN,"too" -. :.... ,.., .. - .. ... ,. , •.,. ... �"•'A"�h".. . .., _ ... 'N,M6'Y,�W�T.. .. .. ._, �«.. ..AY«wa nfY„+•a+tri.l!^'::"wM9,!,-'wn.'hr+"17'INd .... .n•..grf'%'riuw+i .'.y�.r ,. er'rk„ n n , . .. a:-':,.. ?R°'IY•U 'F= _�,. , -,:, . ,„.. ,�. ,: -.n.e..,., _� ,..,,:..,• .o;r• x:iygiM•4•,..y..,y,,.•.rei.,,,...,.:.M...•...+renn .,r Im .. �. - ... - .,,, ,•. ti..,,.,... ,.,.,,...- ,"rr�!..7n ,r •".e,».««wrrc«w. .,.M..;,.,.. ,j�yWq Mn�MR; _ i J SCREENING � z 6"CONCRETE WI BY 0FHERS N 4 m 4"OF I' "'CRUSHED ROCK x w E '� I 2 N THICKEN FOOTING TREATMENT SURFACE EL£'✓-TION ri 4'A[),' SC o.W - PLAN T 2800 IN C(£ANOU, 1 15' SCALE: 1 = 20' 26 LF 8"0 PVC STM a e r BIKE RACK AREA NEW FIRE T L.1,0 T 10' 1318-0 ORIFICE-�,• I; • ; � BY STREET L.LD 5 SPACES , POND BOTTOM, EL. 90.5 I IE 94,00 IE (_4 10 SEE ARCHITECTURAL PLANS FORMED AND COMPACTED SUBGRADE ' 8"P PVC 95- r �. 4 94 ti'- - 9 # 3 00 R HARGE- X160 •95 I _16' DUMPSTER PAD SECTION A 1/2 CU.1D. I 9600 --!_r I SCALE: NTS 2 IE 89.0 � � � 1/4"DRAIN ROCK I 9s.so r , +236CNL 3 a _ EXIST. STM C8 U RIM: 98.4J 2' j is OUT(S)94.31 94, 6" 18" STUMP X T F&CE - I__ 2 ►� 610 -' �+ EL t ,a FINISH FLOOR ELEV = 98.82 I 1/2 0 Q 1 "0 I CONNECT NEW 6"0 SANITARY LATERAL TO PUBLIC SEWER PER CITY REOUIREMENTS Q 96.30 SEE ARCHITECT AND MECHANICAL 7_1I I SLOPE �� N T T PINT PLANS FOR CONSTRUCTION NEW 1"0 SERVICE METER IN METER BOX 96.30 N EXTEND TO CON EC O LOW 0 1"0 DOUBLE CHECK ASSEMQLY (BY WATER D STRICT) I 2'_0• {" 9i 9J AND ROOF DRAIN SYSTEM IN VAULT PER OREGON STATE I 9D'c ?D�c HEALTH AND WATER DISTRICT ! I J'-0" 3 BUILT UP CURB RAMP T l:12 FOR 6 FEET J VARIABLE MIN. 5' - --VARIABLE 6„ a I 1 98.42 9 I STORM OUTLET STRUCTURE °..:.. .27.37 98.3oTc 9s ,' RADIUS gggg SLOPE I A' PER 1' `_ NT 97.80 GUT 97�4 GUT h6 , 98.2 v SIDEWALK_ALNEW LL/FrO AND E58', I ; 95.50 96:SL•:;:': 9673k 96.9k:'.:'r :.`x97.10 2.1.00 6" SIDEWALK TO Q/ .....-. 98.00.TC.. d` EXISTING 97.50 GU ra, i j _L f BE 4" THICK / I CONTOUR i v 17 3/8' I 5" I ,m C _. . .._ _ NOTE 8"0 Our w 9� CONCRETE TO HAVE STRENGTH STANDARD UNIT AS MANUFACTURED 3 PROPOSED �, ; BY'GRATMASTER"0 647-2050 3 W FINISH CONTOUR 2 c, W OF 3000 PSI M 28 DAYS 2" TO 4" SLUMP i W I ayrYlwiYiiPtii I �1 Z ... i 1 0 > I CATCHBASIN �' 'R* CLEANOUT 0�� I L a RIM. LU 92.00 \ - a COMBINATION IE. 90.70 95.29 TC 95.86TC 9s £ CURB AND SIDEWALK rD o 3 ......., I !- r .............. 6 _...__.._.- m)�E _ CATCH BASIN ......__. _.... _.......... RIM: 92.68 3 PLAN H W w N ' . 91.00, 6"0 '- a' 4 e' '•.�i°d' 6.50 n (n GRA IE !E. 90.50' I le 90.80, 8"0 IE. 91.00 ° " 2'-5'S0. .R IKLOfDsI£EL I _.... -.. _ _._. ......._.. .. r - __ - _---------------- - - --as°-e•-�_--=- =e- -------�_:{ Z . 1 I . 1 Z1RC -1N BAR GRA 1E(AS TU A36) I 9 - •��f °o�io�`, •s FLEAIBLE • • �' 1 COUPLING ''c' BARS: I/2'r 1' 4 e "DRY" P04D 8 0 -� ,P� .1/2 .CROSS BARS.' I/2".1"02'O.C. '� n 91 _ t. °T• °z , •BIKE STRAP$. 1/8"x 1' IE. 88.00 �, e„°•°e a,'•°,,' e' ° e,e'e^°„° e ; �..._.. .s_.'1...:: ..�.i,.� "" Q �� -12" P.C. CONCRETE + .._.. _.._.. _-�.._.._.._ I� . 16,000 LF, UNIFARM LOAD CAPACITY a f EXTRUDED RETE HEAT SFORM OUTLET STRUCTURE PUMP 6� URB SEE DETAIL JO/NT ACCESS EASEMENT N � 1 1/2"R 1. 0 HUB SEE PLANS 2.. < p .`^ BEND �FOR S12EREO'ED MHBA.0PROTECTION ----- ---------+ ------ --------------- I- 'D G.I.BEND L �:' t 'f Q. G 1.SPOOL f C x : TIN N� D E' Y E L,C 1 P M�'�'4 1 � FINISH SURFACING m R EPDXY BOND 5" LEELEVAna� DITCH INLET-� '`�"'� "�T `�vfl0 nEXIBLE COUPLING O AS RE00. \ GRAVEL WNSTRUC77ON ENTRANCE z &951t� 10LnE0 logo / � � I+00 8 -"� ' w srra,COATED ALL sURrACES PIPE AVE AND-• / ��" ,IIMASPHALTICPAIN I. BA RUNEWArERIAL I 1 N 2V2"CLASS "C"ASPHALTIC CONCRETE -_- _--__ _ 4 As SPf!YFIED � �, EXIST. AN MH �j I 2"OF�/"-O"LEVELING 0WAf,r STIR.: FOR NO Hue �1�' RIM' 89.09 1 " IP'AVNFC7OR• f(AS REOT)FOR rFE / (E.£LEVAPON 1E IN 80.59 I 6"OF i V2"-O"BASE IN!HCA IED PIPE(SEE PLAN) IE. OLI T 80.59 /y PIPEDIA.AS �_FO AL IFR FORMED AND COMPACTED SUBGRADE sHONN ON FOR AL IERNA/E PLANS CDNNEcnavVA Y �, FILTER FABRIC AS DIRECTED DETAIL .rrrurnuny woWM (PRIVATE) PNA91CcY0(11LU°ua1 ' ; Q I 3 TRAPPED CATCH BASINKOE� O z WATER VALVE € l}r p,{3I �� I •03 `_,-ALE NT'_, fx 5� t a# i .. � y�Q� I i EXTRUDED CONCRETE: �`�� I BONDED CURB 4 ! . 7 • jv�'+i ..SaL 1 Y +Iy< Qd�° `�. cn rc Al EXIST STM MH S't RIM: 89.00 1E. IN(SE)84,57 CATCH BASIN AffAMM �� I r EXIST, SAID MHS FIRE HIDRANr lE. IN(N)84.47 �' 2s aAaus Mrly RIM: 94,JS lE. OUT(W)84.42 f d /E. : (NJ 86.15 CLEAN PI T PUN OR Y MINUS GRA lfL / `�' I£. OUT(S)86.05 ''4 as �f.". ; SUbORADE RE/NFORC£MEN r 8"MIN. FLOW CEOT Y17LE,AS REOUIRED DEPTH A .•• A PRO WOE FULL MiDM "• 'iY DlrcH ROrry OF INGRESS/EGRESS AREA FLOW � I a S.W. HAMPTON STREET I _ ? NO FES 92 - -- sEcncwA-A GRAVEL CONSTRUCTION S.W. H A M P T O N STREET 1. EXISTING GROUND CON FOURS BASED ON TOPOGRAPHIC MAPPING OF SITE m I� e%dtY ENTRANCE rF ��BO- �- AUGUST 25, 1998 BY COMPASS CORPORA110N• 5��O PROF f I _ r �JNLET SCALE: NTS Z \ r : UNDERGROUND UTILITIES SHOWN BASED ON FIELD SURVEY AND AS-BUILT �" ° OEFITI VARIES 91 GRAVURN RECORDS, OTHER UTILITIES MAY EXIST 712 „T TEMPORARY J. THE MAXIMUM SLOPE SHALL BE 2:1. J:1 IS PERFERRED. I p cr BIOFILTER BAGS rG A FOIINOATION INVESTIGATION HAS BEEN PREPARED BY CARLSON TESTING, \'PG ��/y 16.1g�1 0 INC. C 0 SCALE: NTS Z f D. G G� B�0-eAOs 5, GRADING SCHEDULED FOR SPRING L WATER QUALITY SECTION B EXPIRES: 6/30/99 a 6. PUBLIC STREET IMPROVEMENTS NOF PART OF THESE PLANS SIGNATURE DATE: 03/30/99 a SCALE: 1" = 10' HORIZONTAL 'Z i" = 2' VERTI''AL SITE UITLITY AND GRADING PLAN ti - --- [)RAW BJS DESIGNED BDGJCH_E.,_KEC BDG COMPASS CORPORATION J.T. ROTH CONSTRUCTION, INC. TL 2900, PART OF BLOCK 31 WEST PORTLAND HEIGHTS 01/30/99 2 ADJUST AOA PARKING PER CITY � - - '---� -- --=_- •-- ' ;:urs LIN ' GENERAL NOTES. GENERAL CONDITIONS FRANKLIN Sr 0. I 1, ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE CITY OF IICARD 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON CN m SPECIFICATIONS, THE AP WA (OREGON CHAPTER)STANDARD SPECIFICATION AND UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. z DRAWINGS(1990), THE STATE OF OREGON PLUMBING CODE, THE OREGON DEPT. OF TRANSPORTATION, F.H.A., 1988 ED. DEPT. OF HUMAN RESOURCES, AND AS APPROVED AND NOTED ON THESE BEVELAND$T It -; DRAWINGS. DEVELOPER TO ASSURE ALL WORK DENOTED "TO BE DONE BY OTHERS", 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR THE CONTRACTOR IN ACCORDANCE t i W11H THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH a PRIVATE IMPROVEMENT PLANL� w y 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE 'o I c� STARTING CONSTRUCTION. APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. v TE GONIACA Sr / _ J. CONTRACTOR TOVERIFY ALL UTILITY LOCA TIONS PRIOR TO CONSTRUCTION AND J. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT Q SHALL ARRANGEE FOR THi RELOCATION OF ANY IN CONFLICT WITH THE HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE !.SJ r ALX LOT 2800 w PROPOSED CONSTRUCTION. PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF Q v TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD a m 4. FXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE BIKE RA:h ARE 4 �+ ; �+ POLICE DEPT., TUALA TIN FIRE AND RESCUE)AND l0 TRI-MET AND TIGARD ^ SW HAMPTON ST 5 SPALLS � W VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY SCHOOL DISTRICT. w SEE ARCHITECTURAL PLANS EXIST. -- `'� P 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO .j,"_„_„_.._.._..�.. -••�•• -•• -�•• 5. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWING AND THE ACTUAL r SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER AS SOON AS THEY GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN \ 1 AT EACH END OF THE CONSTRUCTION AREA 12 HOURS MIN. BEFORE < 3-00 BECOME APPARENT. (MIN.) INI77ATION OF CONS TRUC77ON WORK, m - 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DAMAGE OR 6 STANDARD -T I DESTRUC17ON OF PROPERTY MONUMENTATION OR CONSTRUCTION STAKES. 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, 217 LJ CONTRACTOR SHALL SUPPLY AND SET MONUMENT BOXES FOR CENTERLINE INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL w • 3 �rs' v��T ; MONUMENTS REQUIRED BY CLACKAMAS COUNTY. BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED, 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS• ETC., SHALL BE IN PLACE PRIOR 4 " 7. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN TO INITIATION OF CDNSTRUC110N WORK AND SHALL BE EFFECTIVELY I /h AND CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY MAINTAINED. S j I PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR CONTRACTOR TO PERFORM HIS WORK, VICINITY AP - O- .. I 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. SCALE: NTS TO 8:00 A.M., SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M., SUNDAY. W E . 3 I ti g' see' FINISH FLOOR ELEV : 98.82 I a ; 8, MINIMUM TRAVEL LANE MOTH SHALL BE 12-FEET LOCAL AND 16-FEET ON �, 20' GENERAL^ Q GENERAL NOTES: GRADING PLAN PERMITS WALNUT STREET, PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. + I 1• THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL 15, EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST PLAN I I GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR REQUIREMENTS AS MAY BE NECESSARY TO EFFEC LIVELY CONTROL TRAFFIC AND BE INSTALLED AND MAINTAINED MEETING THE D.E.O. REQUIREMENTS. THE ti'1'.4LE: I 20 �, ?e' INI11A110N OF WORK AND IS SUBJECT l0 CHANGE PENDING CI TY APPROVAL OF TO ASSURE PUBLIC SAFETY CITY MAY AT ANY TIME ORDER CORREC77VE ACTION AND STOPPAGE OF WORK TO 5 STANDARD + I�-rs- I THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. I � I � ACCOMPLISH EFFECTIVE EROSION CONTROL. v+ 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL I I T 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC IS PROHIBITED. THE CI'Y r .� CONTACT THE CITYS PRIVATE DEVELOPMENT REVIEW ENGINEER, BRIAN PAGER 16, PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT AN' TIME. (,639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUC77ON STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, v I < I J. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL I_ MEETING. PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. r m 4 STANDARD �1,. I REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO z I I I O Q I EFFECT CORRECTIVE ACTION, ANY TIME. 11. THE PERMIT HOLDER OF HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, MIKE WHITE AT 639-4171 TWENTY-FOUR(24)HOURS PRIOR TO 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE •� q `'s ( m COMMENCING WORK, TWENTY-FOUR 24 HOURS PRIOR TO ANY STAGED CONTROLLED WITHIN THE WORK SITE AND SHALL BE 50 ROUTED THA T ADJACENT s r 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO ( ) PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT T ------ ` + _ I BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED INSPECTION(SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED 66' JEW CURB AND MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGH' TO BY THE PERMIT. ADVERSEL i IMPACTED. THE CI TY MAY AT ANY TIME ORDER CORRECTIVE ACTION'AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE \ 4 STANDARD Q SIDEWALK �+ GRADE IN LIFTS NOT TO EXCEED 8"LOOSE MEASURE. EACH LIFT SHALL BE CONTROL, a \ 3 COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY A:ASTHO 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED I - --- - a, 3'STANDARD ( T-180 COMPACTION TES I. CONSTRUCTION PLANS AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK -' I 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY OAbINO a AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND N011FlCA110N CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 9'� 'AREA'. + `� 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER JJ OF THE UNIFORM PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN O.� THROUGH,,,,,• 952-001-0080. COPIES OF THE RULES MAYBE OBTAINED FROM �- - �� --�• ------ 2+00 BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5.1 AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO -- .............. . _... THF tNTEQ BY CALLING(503)246-1987. IF YOU HAVE QUESTIONS ABOUT / 4' m SHALL BE ACHIEVED BY BENCHING INTO THE EXITING BANK A MINIMUM OF TEN THESE GENERAL CONDITIONS. CHANE. S TO ANY OF THE AFORESAID MUST BE THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO U11UllES SHALL BE e..� m FEET. IF THE BENCH EXPOSES SAND SOIL, AN UNDERDRAIN MUST BE APPROVED BY THC CITY, IN ADVANCE OF WORK PERFORMANCE, CORRECTED AT T4E PERMIT HOLDERS EXPENSE. I T < \�\ FIRE TRUCK M.\HEUVERIN // \\ ti 15' I ti V PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING 4 STANDARD a OUTLINE PER TUALATIN N \ e' I NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GIF- 12500, ALONG THE 13. MAINTENANCE OF THE WORK AREA AND APPPOACIr ROADS IS THE 19. CONTRACTOR MUS VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL " 2 P, VALLEY FIRE AND RESCU �, BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX-INCH LAYtR OF RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH O \\ CRITERIA 110/97) �\ 3 W 1-1/2" Me 0"DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM BEFOREELEVA AND HORIZONTAL SA LOCATION PRIOR FL START OF WORK(POTHOLE W + _______ '�`' "' LU NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH %STRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN D �� /i�� :, D VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE Z h �� ` < a Z PERMIT HOLDERS EXFEN't, CHANGES MUST BE APPROVED BY THE CITY IN Qa' ao - „ ,��+ ; NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TOA ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDWA IT THE WORK 0. MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL 14• THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT µTTM AFFECTED UTILITY AGENCIES. Rr'I T5 \ NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND Q M--ts'--I v \ O Q EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. L Ilr--le' re'--�I ey CONTRACTOR 0 t FILL. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF Z0. A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C. OR HOT MIX BASE +• 386' I 1 COMP, S*GING AND PAR ING m +-- - •" WORK TO ACCOMPLISH CLEAN- UP. PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AF TPE END OF 001 F-fl'-�I - - - - - _165;_I.. \ AREA I � 3 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 EACH DAYS WORK. NO TRENCH, ON-SITE OF OFF-SITE, SHALL BE LEFT AT I I I a 5 STANDARD 1 1 i° V) HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE 3 T j I ; \ _,o• �.( DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING FOR AND IS LIABLE FOP HAZARDS OR DAMAGE RESULTING FROM THE .L_ 4- X I CONDITIONS. PRCStCUTION OF THE WORK. • m N PACT Ze 8 STANDARD is,--� \\ N N 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING _ \ \ ENGINEER'S REPORT/RECOMMENDATION CHANGES, FA 1 III (ROAD DITCHES, ETI;. AS MAY BE NECESSARY, IN THE CITY ------------ I _..............._......_.::................_ ...---____ -- __-•-- ---•'__-- ----- -____-- -- e I Z INSPECTORS OPINION, 10OVERCOME DEI'ERIORATIONORDAMAGE WHICH 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY Tr?F PERMIT. CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPiNSf. �- o-� CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THA T WILL •�••�••�• ' •�••�••�••�••�.•....••�••�+•• •• ...."."':""'�".'.'d�i.! !!i' 44' .! ... `^ ��, ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN 22. ONE AS-BUILT M11AR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, HEAT \\ c U TO PROPERLY MITIGATE THE WA TER ENCOUNTERED. INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO. ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC PUMP `+ JOINT ACCESS EASEMENT �\ �+ I v SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TEST. A CIVIL ENGINEER ALONG W1TH AN ENGINEERS CERTIFICATION OF INSTALLATION ph � can MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. -----------------------------------'---------- -------- Q ------------� --- COMPLIANCE. T N''z 10. PRELIMINARY GEOTECHNICAL EXPLORATION REPORT HAS BEEN PREPARED BY "� CARLSON TESTING. 23. THE CITYS INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF • ]'A X '�1 3 3 0 C)I.) m � k TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OITCH INLET 3 �" OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEOVACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE c /t 00 N PERMIT HOLDERS EXPENSE. N 24. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED 'T SAWCUT LEGEND RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. z MATCH EXISTING MATEAI.• DECIDUOUS TREE - -- EX/STING CENTERLINE sAS aL J I 25. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE EX/ST SANMH DIRECTED - � EX/STWC UTILITY POLE EXISTING RIGHT-OF-WAY' PROTECTED. REPLACEMENT SHALL BEAT THE PERMIT. RIM. 89.09 CJ BASE MATERIAL lE IN 80.59 -- _ , o EXISTING TELEPHONE RISE -- - - PROPER TT'RIGHT-OF-WAY 26. BASIS OF ELEVATION: CITY OF TIGARD BENCH MARK NO. 16 7. `' IE OUT 80.59 - --------- ---- ----------- q . 7 I I I m � 1 ,_� I 3 � EXISTING TELEPHONE MAI,!40LE - - -••--- - PROPERTY BOUNDARY 27. THE PERMIT HOLDER SHALL PROVIDE l0 THE CITY INSPECTOR, IN WRITING, 1 WATER VALVE i i i i m W 2 THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS �r N� ; � r aN A`3 WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, i i , LZ7 EXISTING GAS VALVE EXISTING CIJRB IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE d0 1 8. I �v`� 1 d9O V 2 U PERMIT HOLDER SHALL NOTIFY THE CI TYINSPECTOR, IN WRITING, OF STt,___ o EXISTING MAILBOX A-1 t (� EXISTING EDGE OF PAVEMENT ANY/ALL ASSIGNMENT CHANGES. 3 { U I I 6 I 0 EXISTING FIRE H>DPAAtT --SAW-- EX,IS77AIG SA MA 28. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY ----y------------- INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE TF S, EXIST. $FM MH L u ED EXISTING WA TER METER - STM - EXIS77NG STORM MAIN NUMBER OF A DESIGNATED "COMPETENT PERSON"RESPONSIBLE FOR RIM. 89.00 ; z m r I CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, IE. IN(SE)84.57 ' LAI^w 3 SUBDIVISION P Me EXCAVATIONS. THE CON TRACFOR SHALL NOTIFY THE CITY lE IN(N)81.47 EXIST SAN MH FIRE HYDRANT 0 EXISTING WA TER VAL VE w EX/S77NG KA TER MAIN IE. OUT(w)84.12 j 0 a O E q RIM: 94,JS INSPECTOR OF ANY/ALL ASSIGNMENT CHANI,ES. `��'a '"'=w 1E. IN(N)86.15 ❑ EXISTING STORM SEWER MANHOLE c EXISTING CAS MAIN - - - - m U. 0. 00 IE. OUT(5)86.05 29. IF IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR O EXISTING CATCH BASIN T EXISTING TELEPHONE CABLE PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR 6" MIN� 6_MI N i Q EXIS77NG SANI TARY MANHOLE EXISTING FENCE LINE THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROODF FOR PROOF OF e•LAN BEDdNG BELOW I RIGHT-OF-ENTRY OR EASEMENTS. OUTSIDE Or PIPE BELL S.W. HAMPTON STREET S.W. HAMPTON STREET W -_04-eo Ur)Lj CD TRENCN FOUNDATION 0 -04 M W \ 4 STABIU2AfION, AS REGUMKD M 0I SHEET INDEX f cr LL. q 712 I a. '? NOTE: M DIMENSIONAL AND FIRE ACCESS PLAN cV 1 r"T 1. SURFACING OF PAVED AREAS SHALL COMPLY NTH STREET CUT STANDARD DRANANG. SITE UTILITY AND GRADING PLAN G ��/ 16 `oj y0 6 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED HATH BITUMINUS ASPHALT EMULSION �\F D. G 0 V 0 rn ^' EXPIRES: 6/30/99 c +.AVMc er SCALE -,IGNATURE DATE: 01 ' 9-. AOUSTINP. DUMAS NO CITY OF TIGARD FILE NO. SGk 98-OC16 uENcwrtA IML`^OK'^ T R E N C H on na+m DWG. N0. lA_ "V eAlAeM IMS \1 r,•r 1\I 'v1 I cm Or TwAro ,,e fi e,„, rARCN rite - BACKFILL 180 :IIItiIIIIi "" `�rt - - --- DIMENSIONAL AND FIRE ACCESS PLAN DRAWN E�JS DESIGNED BDG CHECKED BDG COMPASS C O R P O R A T I O N J.T. ROTH CONSTRUCTION, INC. --- ---- _ TL 2900, PART OF BLOCK 31, WEST PORTLAND HEIGHTS 1 -- - SCALE 1 " = 20• DATE SEP, 1998 12600 SW 72nd AVE, SUITE 200 E ENGINEERING * SURVEYI"q # PI.A NIN4 TIGARD, OREGON 97223 SEC. 1 T.2S. R.1W., W.M. / _ NE 1/4, , 656e S LAXL ROAD (50032 @63533-90936 roTA"t TIGARD OREGON 2 LJ DATE NO REVISION PLAN 98-4236-:187 4236CIVL wG S A11lwAUKIE, OREGON 97222 (503, 65J-90tJ1 oA t i ..�..•.�•.11.11,..-..-.-....,._...._..�. „�,....:...�._.. .. C'm0 I 2 3 4 " ��. .,..IiIIIII illll�lllylijlll�I�p�llli1111'� ".. IIIIIIII�Ill�lillll�llillllllll�lll'illl'I�jl'hjl(I�iliitllljlll'i LEGIBILITY STRIP , I Iu�II -- Ipmm.l:m 5 8 7 10 11 12 13 14 16 17 Ie 19 20 21 22 23 24 25 26 I' 2'7 2'8 29 310 TRIANGLE TERRACE OFFICE BUILDING 81 I I 01 I'' I 1 HONI a 108 ,I.�1.�,I�J•.� �oz �YNM.MR �ai+R1'Mh•n..... ' f'v' /�:>. ':•:. .. ... ,..." x°�,r'uwti.�,R7aNiu?(.+..w,w e•N•n'u„'Y+olw.f�•.o'.•^I• MaMo!w�11'M.. - p.. +.+..,•+••+ ,.c-..m•.�;�T`,�K" .c•,A..a,+nyh7f. ,. ._. ., , ,...�7w:q ,A"W'•w'uM�1.AM1+1 .: J.,.. '.'••', .."'0.!A', Yid r. w V) l SCREENING 6"CONCRETE W; BY OTHERS jI 4"OF 1"-0"CRUSHED ROCK I = I o; R F ; li THICKEN FOOTING ' N rR£A`MEN 1 SURFACE£L£VA770N S 'TAX LO 2800 � ; ; -1 4•ADS SCREW PLAN W I Ie 10, t'18'0 ORIf10E-- IN CLEANOUT 1.f5' �r'.4LE 1" - 20' 26 LF8"O PVC STM BIKE RACK AREA N It 3 �n 5 SPACES I i FORMED AND COMPACTED SUBGRADE 1 POND BOTTOM, f[. 90.5 IE. 94.00-, IE gq ;p SEE ARCHITECTURAL PLANS .. r .... .. .. .. P 8 0 PVC 3 _9 95_ * 94 cum I _ ;�• A'f I FO 16' I 3100 DUMPSTER PAD SECTIC rA 1J/4'DRAINROCK I 95.50 - 96.00 + _ s - T I I II SCALE: NTS 2 IE 890 2 1�£f OLE ....... ...... 3 F ,K N.- ;._ I 4236CIVL PH EX/S L 57M C8 `�" P••...-_ 11'1 RiM: 98.4J • 94,19 2 ``, I ( �i i If. IOf/T(S)94 JI M SUMP ...._......._ ,.` v I 6' l8" t l 1 SIL T FFJVL� v, `g 2 1%1 m 11%,0 EL 87.0 ........•. FINISH FLOOR ELEV : 98.82 I CONNECT NEW 6"0 SANITARY LATERAL TO PUBLIC SEWER PER CITY REQUIREMENTS N 96.30 i ' SEE ARCHITECT AND MECHANICAL e' I 2. 1 SLOPE �I -� PLANS FOR CONSTRUP77ON NEW t'0 RV1 96.30 I SE CE METER IN METER BOX I H EXTEND F CONNECT TO LOW POINT 1"0 DOUBLE CHECK ASSEMBLY (BY WATER 015 TRIC T) R c, 9q� AND ROOF DRAIN SYSTEM IN VAULT PER OREGON STATE •) 190 fc rc HEALTH AND WATER DISTRICT r J'-0" 3 BUILT UP CURB RAMP ; VARIABLE(MIN. 5 J-- -- VARIABLE--I 0 1:12 FOR 6 FEE l a I 3 P I 98.42 98 46 STORM OUTLET STRUCTUREH '7 r 10 u n n :��' ! ," RADIUS PER i I __ R I ? 97.37 LCT 9 NEW URB AND SLOPE l 4 1 II 00 ! 98.30 TC c;u 8.21 SCALE: NTS 2 9780 GUToo 4236Cn� >_ �' `a, _ ��b.Q SIDEWALK v+ 95.50 oArnNc N 12" 96.37 �:_. 96.73 x96.91 x97.10 AR$A:' -• ,g 2 t 00 P 98OO.TC. 6 SIDEWALK TO e° EXISTING 97.50 7 50 GUT `�' + BE 4' THICK / I CONTOUR i iu ! 17 3/8" I 6" PROPOSED •� C 9j I ,I CONCRETE TO HAVE STRENGTH - i IJJ FINISH CONUR 2 _.. W ; OF TO 00 PSI IN 28 DAYS a a" 1tiX187Ta'�:f i I p 9 CATCH BASIN * CLEANOUT �-- HOW I Q Q RIM 92.00 i IE. 90.70 Q ! COMBINATION 95.29 TC 195.86 TC I I r .Rs' I ..- _ I CURB AND SIDEWALK � III ,G i. .......- _........._. I �O ; l SCALE: NTS `�' CURB-1 -�I _ m�+ � CATCH BASIN �- 3 I RIM 9268 uj �I PLAN 41fW N IE. 91.00, 6`0 °.•tee.• •.. .. .�•s. 96.50,i N 1 _ IE. 90.50 IE. 90.80, 8-m (l, IE. 9 1.00 ° x 2'-5 SQ. ml KIDEOSIEt2 I 9 I '• e °I/ .• ,.° •� '. ' ........... / IN BAR CRA>F(ASib AJ6,) 1 ,f : ` •• �•. v� 1 f1�BARS: I/1'f?' r COUPLING °CROSS BARS: 1 1'r 1'17.0.C. "fir P X 4 1 1 , .&KE STRAPS /B r' 91 -- ~ r . 1KE S LB. wIFCWM COAD CAPACITY _.. _..�.._. •' f• _ tt� '\-IE. 88.00 :--sem-• ..�.. l ° ...rte t...�.: ..�t:..i.: ' Q dy 12 T .. -P.C. CONCRETE i' HEAT - -' ry iI EXTRUDED CURB STORM OUILET STRUCTURE PUMP c`, JOIN rACCESS EASEMENT 1 1/2"R B _ - w P ANS SEE DETAIL " &N FOQSIERCOED TCFI9ASNPROTEcnON -----�-- + ----------------- N h CI.BEND +; EXISTING DEVELOPMENT I i '� i 1 FINISH SURFACING TAX LOT 300 0 l If 1 EPDXY BOND If ELfvAnL>w DVTCH INLET I, �' FLCxlBLE COUPLING �' I_- I - 1'_D I \ 4S REOD. CRA VEL CONSTRUCTION ENTRANCE' 1f 00 BA5& N[LDfo 1090 MAD STEL.COAiED ALL SURFACES PIPS "ONS AND W rH ASPHAL nC PAIN r SACYc� LL MA rERIAL 4SWL^lnED vQ, ` 2%1'CLASS 'C'ASPHALTIC CONCRETE 2LU SRIB: FOR NO HUB � ' /j'� I CAVNECTOR. .9 T A Rfo D F(W SCE \ -- i- WIVCArrD PrPf(SLE PC AN) I.E.ECEVA i7ON EXISL SANK+N 2 Of-J/4"-O'LEVELING fWT OVA. AS Sr.ABOW , \\� 5"OF 1 V2"-0"BASE SHOWY(W FOR Al IRNA r'' RIM.' 89.00 \ PIANS CONNECnON l£. IN 80.59 FORM[� AND COMPACTED SUBGRADE \'�. FILTER FANt7'- AS DIRECTED Df TAIL (� IE. our 8,159 UAr w usED 94mr rrRv p Mnrurun.aarAsornt / I Q flIA91W..'(.'I4'KLlriTM i (PRIVATE) CATCH BASIN rE WATER VAllf (2¢n a STM- ❑ �� ys�� z 2 EXTRUDED CONCRETE BONDED CURB � SCALE: NTS 2 EXIST STM MH RIM: 89.00 3 '' 1 CURB-3 IE. IN(SE)84.57 G TCN BASIN mel ?! !E. IN(N 84.47 25fiADIUS MIN. .' EXIST. SAN MH I FIRE HYDRANT IE. OUT(W)84.42 d RIM: 4.,35 86.15 CLEAN PIT RUN OR?'-MENUS CRAWL '1. if.. our(S)86.05 `g'MIN. ,4 94 A � '::�i� A FLOW• �� r DEPTH PRONDf FULL WDTH w O 0I1CH BOmw OF MWSS/E'GRfSS AREA 9J -•' S.W. HAMPTON STREET --- I NOTES• m GRAVEL CONSTRUCTION c, y N F S.W. HAMPTON STREET I. EXISTING GROUND CONTOURS BASED ON TOPOGRAPHIC MAPPING Of PRO - - AUGUST 25, 1998 BY COMPASS CORPORATION. �� SCALE: NTS 00 91 ' 2. UNDERGROUND UnUTIES SHOWN BASED ON FIELD SUHVEY AND AS- -�P� ti_a`ll�'' GRAvrURH RECORDS. OTHER U17Li17ES MAY EXIST 71 rti; '� TEMPORARY J. THE MAXIMUM SLOPE SHALL BE 1:1. 3:1 IS PERFERRED. EG J IOFI T R BAGS rG A FOUNDA77ON INVES17GATION HAS BEEN PREPARED BY CARLSON o INC. Gc 10 ti ,('ALE: NTS 2 f D. GO" e -qn s 5• GRADING SCHEDULED FOR SPRING. ^' WATER QUALITY SECTION rB EXPIRES: 6/30/99 6, PUBLIC STREET IMPROVEMENTS NOl PARi OF THESE PLANS SCALE. 1" = 10' HORIZONTAL% 2 SIGNATURE DATE: 01/28/99 I I - 2' VERTICAL a SITE UITLITY AND C IADING PLAN - DRAWN BJS DESIGNED BDG CHECKED BDG COMPASS CORPORATION J.T. ROTH CONSTRUCTION INC. ' TL 2900, PART OF BLOCK 31, WEST I )RTLAND HEIGHTS ,2 - - SCALE 1 " = 20 DATE SEP, 1998 F ENGINEERiNt� * SURVEYING * PLANINING 12600 SW 72nd AVE, SUITE 200 NE 1/4, SE TiGARD, OREGON 97223 / C. 1, T.2S., RAV W.M. 5564 ; E 'nK[ pOAD 503 653-9093 PHONE TIGARiD, OREGON ' 2 ` N R ION Pu+N 98-4236-2187 a236CIVL W C ullweun' r,pF nN 9'72: 503; 653-9095 FAY .EDIBILITY STRiP _ t ' 1 01 a Oi 07 4 NJNI s ".,a,J�Jt�J.ill•l�l.�.lr�u�.�.l��tl�•�rll.�tl��.t�.� li.l•�,1,�.Irl�1.W.1,.W.�l��l,ll.�J.l,l,l.l.�.� �,�J,�l�l.�.l�l.�.l� I� l,�l.i o� ., { w rzso1 _ 1 fi , I ' I r , _ r I 1 z y I I t t . • •..� ter.' �•_�y-,,...•..-. �•..,�...,,.,-.._.�.f,,. ...wl,,. Mf r ,-.w.'1•._ �•..n..,_M_�p,r - .a+•v-r. v 1 •1 ., ' • ' ' " I I i t ; ; I 1 I i ; � 1 � , ; � ; ;; , , ► !I 1 � I I I i { j i , I - I I i ' , I , i i � I � � ' I �..� + , 1 --t"' I � , �17�• I / � I � 1 I � ' I � I � I � ! � ` I I ! ` � I � i ! I � ; � ; I j ! ' � E i (`1�2\�blL ! t' �• ' � I ' I � � � •� :, ! r I I I , { 1 I I ' I i I I / �'�'r 1 ! 1 ' •�y sl I I ' 'S ', I + ' '' ' I I (I I I i , I j I 1 � � � � I �y,� � ' �� 1- ••----�� Id, - I I'�-t --r-+ li--�--.—•� .G_" f� , t i Lulildlaw ' i I ' L•+---:--�_------• 1M3 .cY. 19 -----•--moi' •' � � i 1 i � { !_ ' �` .� 1 1 { I I 1 ! i i .4 `� i N �- r ; 1�� 1 � i r ; ' :Ii } � ' 1 i ,� • l �•.i�cc:r• �. k" " ' 1 { t I �, i I , j , ; ` ! it /A ��"•"1 C'�} ` I :, It t I I I IQra r,'-1 ' { I I 1 "o- t.... .` F I U C 1 f --+--.-------�--- G '--- � . I � --,'- ' ' � __ _ I 2'• _.._..�...�._......_.. }.�.._...__�. !� '�:'�` S `!-..-.---.--y ,r •. •.�..._._.t....� �.•f �._. .��:..:.._.�s..... -► !� ; � � X31 _. .. .. _. .. ; ! : --r eb `�. t- _.. - --- - -- i 1 } I I I I I I !�' , �3 1 a t:• 12 ip / � I (X ' : I •7 .... .. . . . tl l'-�� 4•'N , 19r1"Oft � i •'�3 '� __ _. .- ._ _ _.-.. \... _ --�---•— - ... '�,� 1,J T wff 15 1-L f -------- -4 , r _.._. .__ ?•u '� - --- alt, _ S}w�Il1Al I { • 'I I I i t ..�, , I j ; � i � �• _1 -- -- ...._,___--:_-_`_:__- --7 -•a•- , 1Jf=f tf'-, �„.�I •\ ......`�.-.,..- ,� r I ' � \' ,v , 1�/' ' 1 � i. it -,', ' � Q;�'� ,.� � ,,•.;I��(\.C,-�4..._.......I�'e.Ur'tc:s” _.....-._ate,/' !^ _ - - S %i ..-„ �i '?w � ' I ' I J14+1j 1'i: I ( I } Imo. - - l 7•-•`Z __------•� G-�':, I' t 1 2-� (v../�, lid nr « rj 4+X N- '-•�'--�_.___--.'_�_'j. . rw. ..".• .7'4•"..• -•-•-. - �,I., i-L•% •-f •{ �.•�;a••.�i^'^'-'�y,,,•�_'!._ �-...r.o. ._- I ,'F ._......__...____.__._......_., J .. .. 1�J� .. .�„ I' •� I j. �'`=.- ,-i � -a--__ -- 2-'t.-----�'•j _--..._ .. ....�.._.._._.r 1�}j� �\'0�:7. f1,T Rcxa ' � I i 1' i � 1 {a-W-k��'c�{ rl f�*'a�- � � �.:.:k� �i..''�'.ir' ` � � •, �,i_l!`Ji'S I ,�, AT Imo'[:..>�Lt ' .9 , ' I 1 ` I , 1 ' i i ! I I J•'�•^1 � ' __." -y-. -. .._ .... .y- ....-_ i� I^•, ___.... _ ____ .-- •-- .. I J` � `M ,1 , � I ' ! I j I N ! 'IQ'__-,'._��8 �! �% 1f.-w k'.. r f• FYI QIC �- POO illp ' 1 r E I � , gyp, � -�---- __,`�_� .....•• % \ � v t to 3P -•,--•---'--- ..p.I I I) .,.�' z`� iH 715 �rlpk 1•'`-'s AT I fyG r-)1l. b'11r'.Z`•f,• !� fi.J i 1 .,v /+11r1 vx I} ��:, CCSN' 1'7'� J 1 r' pfV4UFD 4� '�, JTr J I ,1: 1'r. �� ►• �� ,. I, ,Imo. ti 1. 4 ,. .. �. ( I - - �: I. �_ ,•.- c- ,i 1.. / i 7 I L Ft R 1- f t.,.t , � /_�� '1rr�� S►I"(`iV:i r"prL1 v /� r , f� n,1 ��'�'' _• C j I C �..1 n,�,',!' t�r /7) �{,C�� SC'�v{ TU tA�n1l� 4T 4332 '214 Oh GENERAL NOTES AND CONDITIONS �-z�a A APPROVAL OF LAYOUT CONSTITUTES ACC ,}_3�4i 143�� .___ 3,5� Lh Y E PTANCE. ANY I *? a---5s0 -•' L Z �I` OU ADDITIONS ( �, - IS OR DELETIONS MAY AFFECT FINAL PRICE. I '' B T V B. S. IS A MATERIAL SUPPLIER, NOT A "-`� '- - 155--0 N�1 I f:S SUBCONTRACTOR, THIS LIST IS NOT � o-s� a� �__ 1CH 2X4 BRACING AT 10'-0" 0/C PROJECT; te'`'n I�kf GUARANTEED TO COMPLETE YOUR JOB, PURCHASER MUST _ ' '`SSTOPS OFTRUSS 80TT0MCHOFtU". �G I I ROOF A FLOOR TRUSSES LOCATION VERIFY QUANTITIES. SPECIFICATIONS AND DIMENSIONS. � IIO�L u F ?y'�(. INAILS PEI2CONNF,:;T1C)N. TV-B-S, GUARANTEES MATERIAL AND WORKMANSHIP. { !�.— ;)IVIDCJALiRUSSURAWINGSFORAN� GLU- LAM BEAMS v[Dwr• M Or-ALE: : APPROVED D11AWN h LUMBER A[vlsro MEN FACTORY ERROR OCCURS, WE MUST BE GIVEN THE 1 � O- ��p , r�'' +.,J>. NNG"REQUIRED• SIMPSON HARDWARE DAT[: OPPORTUNITY TO MAKE THE REPAIR. NO BACKCMARGES _ �; aS� Z?�5�� `� y ' �"""'-' - 3 ?�, �5� _ ARE ALLOWED WITHOUT T.V.B,S: PRIOR APPROVAL, �� 1h'�;111;TA7TACHCT)"ORANCrF,SHEF'T"EiEFOFI TUALATn�ommo[u1Lo[ASwNLr AItCNIrECT; CEDAR PRODUCTS Y'- - - \ .._. _- __ _ O-S �....---r.,...r'— - -S V, - _ — _�, 9[.a JOW Rd 1....D..wO GAS? C CONSIILT ATTACHED T. P• 1. 7e GREEN SHEET FOR PROPER 24 I �` \ T �"�'`+`'"'' `� conj►.ew,snv"C.n,«-6354»1 WINDOWS A DOORS DRAWING NUMBER INSTALLATION PROCEDURES. _ SI�C( 1''J(� r�(X''.� 1-kit , 7n"iPIWA-°'°-"" Joy No OKTRACtoR; \\ ! `.! I '— - �� _ I ./-O. .,. ... �� Ston ^''•-`"^'� 1ST S.W.@OWUM frry Ad J u . Uta IF'w llllllli IIIIIIIII IIII IIII I I�IIII Illllilll ll. IF 111111111 IIIIIIIII IIII IIIII1111IIIIIIIIIIIIIIflllllll lllllf jll lllllllll IIII 219 30_LEGiBIL1TY STRIP 9 10 I I 12 13 la Ig 17 Ie ,0 20 21 22 ?'� 21% 2B 98 2'7 28 29 30 _ ^W r al I I 01 ''�'�'� Ib NON I 9410e WiL 9 p 'k r. � 1. i:.. 'n is ....•:: ,. rl:,:,r; .., �, I :. �;'.'--.' n a {:. 73 ADDRESS : �N n� F-- v ti _J J i:\records\microflmltargets\building.doc CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 - — BUP Date Requested / AM_ PM BLD Location_ 1� / (� ��r; _ Suite MEG Contact Person Phs l S� JS_ PLM Contractor Ph SWR _- ILDI Tenant/Owner 1. r�l`l �L-PI�i�� —_ ELC Retaining Wall ELR Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Nates: --- – Slab ._ -- _- SIT _ Post&Beam ✓' ` X �,� - Ext Sheath/Shear Int Sheath/Shear Framing Insulation ----- ------_-.-._-_. ___-- Drywall Nailing Firewall ----- ----_ - Fire Sprinkler Fire Alarm -- - - - Susp'd Ceiling Roof --- - -- Mis -- PART FAIL - -- ---- - - - _ - BING Post&Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL, MECHANICAL Post& Ream - -- -- ----- - - Rough In Gas Line - ------- - Smoke Dampers Final PASS PART FAIL ELECTRICAL __-_ _-- Service Rough In - UG/Slab Law Voltage -----.__-_---_--- ----.---�__ Fire Alarm Final PASS PART FAIL _ SITE Backfill/Grading _— Sanitary Sewer Storm Drain ( J Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ J Please call for reinspection RF' _ _ _ [ J Unable to inspect no access Fire Supply Line ADA Approach/Sidewalk Date ! Inspector Ext Other Final PASS PART FAIL 00 NO'f REMOVE this inspection record from the job site. February 8, 2000 (Cff Y OF 71GAMM OREGON J.T. Roth Jr 12600 SW 72"' Avenue #200 Tigard OR 97223 Re: Permit #BUP99-00068 12755 SW 69°i Avenue New 16,284 sq.ft. Office Building To whom it may concern: This letter is to certify that all requirements of building permit#BUP99-00068, issued for a building shell have been completed. The final inspection was performed and approved on February 1, 2000, by inspectors from the City of Tigard. No tenant spaces are included in this permit, nor shall any tenant improvement be occupied until such time as each space is approved by final inspection of its specific permits, approved for the use intended and provided with a Certificate of Occupancy. The City neither guarantees nor warrants to the owner, occupant or any other person that this letter evidences strict and complete compliance with each and every ordinance or regulation of the City or the State of Oregon affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. This letter certifies only that the work covered under the permit number listed above has been completed. It is not permission to occupy tenant spaces. Sincerely, Darrel Watkins Inspection Supervisor is Bldg/complltr 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 — APPLICATION - STREET IMPROVEMENT/EXCAVATION �yp�PY TO: ORDINANCE NO. 74-14 �iJ (WHITEFILE �-- �� (YELLOWW)-INSP. (INSTRUCTIONS ON SUPARATE SHEET) l�f, (PINK)-OTHER AGENCY bldg(BLUE)-APPLICANT APPROVED In APPLICATION NO.: sW91 NOT APPROVED ❑ C ITY 0 I IGAR1), OREGON FEC AMT.: E 12.00 _ '' PENDING FEE. PMT. ❑ CITY HALT. RECEIPT NO.: `z-Z-S-3 i3"Q PENDING SECURITY ❑ PUBL IC WORKS DEPA R TMEN T BY --- moi` ----. DATE PENDING AGENCY ''OK" Application anti Progress Record — I PENDING INFORMATION IJ MAINTENANCE BOND iR FOR STREET IMPROVEMENT/EXCAVATION As REouirar:o `- ANNUAL C PENDING VARIANCE l.� EXPIRATI N DATE: / PERMIT NO.: - DATE ISSUED: '� J'_ IT.� " BY: " " - ILI (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Storm Sewdc Tap/Raise existing staclu i►Tlet,&- Sanitary Sewer Tat.) AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REOUIREMENTS. APPLICANT' Steven B. Johnsotl 37111 SI-1 Gil)<3uw tic;. :�a Iluu.ja1, WA 1)86'; l -8b46 NAME ADDRESS CITY A'AAONE CONTRACTOR same - NAME ADDRESS ---- ----- CITY --- -- -- - PHONE --- PLANS BY see attached - - - NAME ADDRESS CITY PHONE r � ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 300: DOLLARS (2) EXCAVATION DATA: FOR OFFICE u� S.Oa M N.=- _ 0.04 x s STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS_ NAML SURFACE -UT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE FAY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY STREET OPENED 617th Av' .) (va :*o R/W - !� INSPEc- _ R TION Q — U _ ESTIMATED STREET OPENING- DATE: F_L--___� 5 T ------ — ESTIMATED STREET CLOSING DATE: 1 �_ E 300.0p STREET (3) SECURITY NO. SECURITY AMT. $ _ CLOSED SURETY CO.: _ _ FINAL CERTIFIED CHECK CASH ❑ _ BOND r 1NSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL - SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1. Notify ]. for Letha Thom RITE: wack area (A rdar of aitp' 165"t?t 24 work. hL5. 11 i 12755 S.W. Parkw y 1 q( 2 All work shall cranfor(n to City 4 G I 1 - . e- AUPS ?' >� _ _ _ _ _ �� _ notificatiun, etc. avol 8a. 4. Erosion control must be provid S.W. 68th Parkway ` for By con rac o . 99R 92--0010 applies. 01 71 I 1 I I (S) 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 OF 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. .''A L APPLIC YTS SIGNATURE I DATE January 20, 2000 FILE Crilfty J.1. Roth ..onstruction u r Attn: David Jensen 12600 SW 72"`' Ave #200 Tigard, OR 9722.3 Re: Requirement for Plumbing Permits and Associated Sewer Fees Dear Mr. Jensen, You came to Tigard Building Department on December 29, 1999 to request that the plurnbing permits ycu applied for and associated sewer fees for additional plumbing work on the first floor be cancelled. I specifically asked at the time "Since you state that this phase of the project was deleted, does that mean that the work was not done?". You responded that it had not been done. I responded "You're saying that there is no rough plumbing for these fixtures?". You affirmed this. Under this scenario it was appropriate to void the permits and cancel the associated sewer impart fees. On January 11, 2000 1 was at the site for a requested final inspection. During this inspection I saw that, in fact, there were rough plumbing installations for two lavatory sinks, two water closets, one kitchen sink and a commercial dishwasher (the work to have been included in the two permits you requested to be cancelled). Since this work requires a plumbing permit (and the payment of associated sewer impact fees) before it is roughed in, you and the plumbing contractor are in violation of the Oregon Plumbing Specialty Code, "No plumbing work is to be done without a permit". You also misrepresented the facts when you claimed that no work had been done regarding the additional plumbing mentioned above. Therefore, I am hereby withdrawing approval given December 29, 1999 to cancel the requirement for plumbing permits and sewer fees. Further, no inspections or approval for occupancy will be granted until the permits are issued and inspected and the sewer fees are paid. If you have questions, call me at 639-4171 ext 416. Sincerely, r m f rt I Darrel "Hap" Watkins Inspection Supervisor CC: J.T. Roth, Owner �� O� �� BUILDING PERMIT PERMIT#: BUP99-00068 DEVELOPMENT SERVICES DATE ISSUED: 6/18/99 13125 SVu Hall Rlvd., Tigard, OR 97223 ;503) 639-4171 PARCEL: 2S101 AD-02900 SITE ADDRESS: 12755 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 031 JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 7,906 sf N: 1 HR S: E: W: TYPE OF USE: COM SECOND: 8,378 sf PROJECT OPENINGS? TYPE OF CONST: 5-1 HR 0 sf N: S: E: W: OCCUPANCY GRP: B TOTAL AREA:16,284.00 sf ROOF CONST: B FIRE RET? N OCCUPANCY Lnnn. 154 BASEMENT: 0 sf AREA SEP. RATED: STOR: 0 HT: 0 ft GARAGE: 0 sf OCCU SEP. RATED: BSMT?: MEZZ?: REUD SETBACKS _ _ REQUIRED _ FLOOR LOAD: 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL: N SMOK DET:N DWELLING UNIT'S: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM : N HNDICP ACC:Y BEDRMS:0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: 0 VALUE: $ 886,664.00 Remarks: Construct a new 2 story office building. Owner: Contractor: J ROTH CONSTRUCTION INC 12540 SW 68TH PKV'VY TIGARD, OR 9722.3 Phone: Phone: Reg #: r FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Footing Drain PLCK GEO 2/26/99 $1,560.33 99-313259 Frarning Insp Insulation Insp FIRE GEO 2/26/99 $960.20 99-313259 Gyp Board Insp CDCB BON 6/18/99 $125.00 99-316251 Susp Ceiing Insp CDCP BON 6/18/99 $125.00 99-316251 Final Inspection N (additional fees not listed here) U I \ IG I f V A L Total $51,900.94 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. Ail worK will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987. You may obtain a copy of these rules of direct questions to OUNC by calling (503) 246-1987. H Permitee Signature: _ Issued By: - Call 639-4175 by 7 p.m. for an inspection the next business day i 'CITY OF TIGARD Commercial Building Permit Application Recd By 2>Z'# 13125 BW HALL BLVD. New Construction and Additions Date Recd as 9 TIGARD, OR 97223 Date to P.E. �= _ (!iO3) 639-4171 � Date to DST ti r�'�oP Permit#&'P -606 Print or Type I �� Related SWR# Incomplete or illegible applications will not be accepted Called Name of Development/Project Job Triangle Terrace Existing Building ❑ New Building t] Address Street Address Suite 12755 SW 69th Building Bldg# City/StateZip Data Tigard, Or. 97223 Existing Use of Building or Property: Nrme vacant Property J.T.Roth,Jr. & Theresa Roth Owner Mailing Address Suite Proposed Use of Building or Property: 12600 SW 72nd 200 commercial office City/State Zip Phone Tigard,Or. 97223 639-2639 L No. Of Stories: Occupant Name , Sq. Ft. Of r t: Name — Occupancy Class(es) Contractor B J.T. Roth Construction Inc, Q? '� Prior to permit Mailing Address Suite Type(s)of Cstruction Issuance,a copy 12600 SW 69th #200 200 V-N iX of all licenses are required It City/State Zip Phone Will this project have 3 Fire Suppression System? expired In C.O.T. Tigard, Or. 97223 639-2639 Yes ❑ No database Americans with Disabilities Act(ADA) Oregon Const.Cont.Board Llc.# Exp.Date Valuation X 25% =$ Participation Name 3e 3-31-99 Complete Accessibility Form Project $ Architect PDW Design Valuation gg6,664.00 Mailing Address Suite 3600 SE Ta i 1 or Ct. Plans Required: See Matrix for number of sets to submit City/State zl Phone on hack Port. , Or. 9/233 52-8015 4 Engineer Name I hereby acknowledge that I have read this application,that the Information Rowell Engineering given is correct,that I am the owner or authorized agent of the owner,and Mailing Address Suite that plans 11 submitted are in compliance with Oregon State Laws. 45 SE 102nd Ave. sena o z6b rAgent Date city/State Zip Phone - 7= Port. , Or. 97216 54-6292 c a erson� ame Pone ci Indicate type of work, New Jp Addition O Demolition O Tim Roth 503/639-2639 Accessory Structure O Foundation Only O Alteration O �- Repair O Other o FOR OFFICE USE ONLY J Description of work: 2-story office building Map/TL# L du wood-framed, brick veneer Notes: -� Parks: Estimated•of Employees TIF: 30 If the above figure Is not supplied at the time of application,the city will calculate the fee based upon the number of parking spaces. _ Note: Site Work Permit Application must precede or accompany rfBull:7A6 Penit Application AJ I1COMNEW DOC (DST) 5/98 �'� o f �v M X-t S ?e 0 • 10� ti�5 OP q�q. COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Pian Review is dependent upon, submittal of BOTH plans AND a COMPLETED application. For an electrical submittal, the application must contain the signature of the supervising electrician before plan review will be conducted. After plan review approval, Plans Examiner will contact the applicant to tuquest additional plan sets for distribution purposes. (Copy for Contractor, City, Washington County, Tua.atin Valley Fire & Rescue) Total # of TYPE OF SUBMITTAL Plans KEY: Submitted S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building *Bora & M (Alt) 'I *8 & M & P (Alt) 3 'B & M & P & E(Alt) 3 Ln 'B & M & P & E & F(Alt) 3 w W NOTES: 'Shaded areas designate ALT submittals only. I W919%form9Vnstrxcom doc 10129198 JT - F'OTH I�_r ..T Fax:5036240239 Jun 11 .'`�'_� �� P 02/02 - - - P'01 RC C LL C M@W( ERW@ 6j ®Camp] ON(lam. PORTLAND, OR: 972 6 CIVIL - $TPUCTUr?AL ENG.INEEPS PH, (s03}i'204�6292 FAX,- (5031:254-6761 1 i I June 10, 1999 I T. Roth Constriction 12600 S. W, 72nd, Suite 200 Tigard, Oregon 97223 Re.- Office Building 12540 S. W. 69th Employers Overload Regarding the use of the specified Dur-O-Wall D/A 431 Seismic strap anchor for the brick veneer. I have had discussions with Dur-O-Wali regarding unavailability of a I.1C.B.O. report on this product. I was told that is was uneeessary as the product meets all of the criteria of the 1997 U.B.C. negating an 1CB0 report. Sincerely, Payton Rowell, PF Cz L1J J DATE: z_ �?(c,_ rry_ PLANS CHECK NO.Oa_�G PROJECT TITLE. 77 COUNTYWIDE TRAFFIC IMPACT FEE WORKSHEET APPLICANT _ F E Sr9 � (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS: �p % oo CITY/ZIP/PHONE' r P.?3 G •aa TAX MAP NO. ? 51 01 049 p - o '-. 900 SITES NO.ADDRESS LAND USE CATEGORY RATE PER TRIP /,9 T RESIDENTIAL $ 189.00 BUSINESS AND COMMERCIAL $ 48.00 OFFICE $ 174.00 INDUSTRIAL $ 182.00 INSTITUTIONAL $ 79.00 PAYMENT METHOD: CASH/CHECK CREDIT BANCROFT(PROMISSORY NOTE) INSTITUTIONAL ONLY, DEFER TO OCCUPANCY LAND USE TEGORY DESCRIPTION OF USE WEEKDAY AVG WEEKEND AVG.TRIP RATE RATE BASIS: A/v/ jwTioelo _ �F = OiPdPCi� ✓ Te2�p C�u�BFNT v�'iF3 � ��U .� = eIpS Xis _ R,4,; y16410 sG -re , CALCULATIONS: G 4. .^ - U6C/3. it I/ GG PROJEC T TPIP NERATION a FEE ADDITIONAL NOTES r fFp,1 Few l7E/,'/C+C l T/ar, e-j icgl FOR ACCOUNTING PURPOSES ONLT H- J Gi c� ROAD &�9� O O -' TRANSIT #YT 3>-s y �o PREPARED BY n I:TIFWKST.DOC (DST) EFF: 07-01-98 February 26, 1999 CITY OF TIGARD J. T. Roth, Jr., and Theresa Roth 12600 SW 72ND OREGON Suite 200 / Tigard, OR 97223 TRAFFIC IMPACT FEE FOR : TRIANGLE TERRACE @ 12755 SW 69TH 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 $46,213.00. 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 option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1 st of each year. 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 notice of appeal must be received by the City Recorder no later than 5:00 p.m. on March 12, 1999 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639- 4171 . F- "' Geo Oberkamper Development Services Technician J �1 F `" c: TIF file J Budding file I�DVSITli DDT 13125 SW Hall Bivd , Tigard, OR 97223(503)639-4171 TDD (503) 684-2772 / �\ COUNTYWIDE TRAFFIC IMPACT FEE \ APPEAL INFORMATION CITY OF TIGARD OREGON Attached is a copy of the Director's decision on this Traffic Impact Fee assessment or Traffic Impact Fee Credit/Offset request. This decision may be appealed and a public hearing held by filling a signed petition for review (appeal) within fourteen (14) calendar days of the date written notice is provided (date mailed). APPEAL_ PERIOD: Date mailed 2( y to 5:00 PM on 31 - 4Z 1?7 Appeal Due Date A motion for reconsideration also may be filled within seven calendar days of the date written notice of the decision is provided (see Section 208 of the Washington County Community Development Code). A motion for reconsideration does not stop the appeal period(s) from running and is available only as an extraordinary remedy for when a mistake of law or fact has occurred A motion for reconsideration requires a filling fee of $625.00. This decision will be final if an appeal is not filed by the due dates(s), and a motion for reconsideration is not granted by the Director. The complete file is available at 13125 SW Hall Bk,T, Tigard, OR 97223 for review. A petition for review (appeal) must contain the following: 1. The name of the applicant and the relevant casefile/building permit/other development permit number, 2 The name and signature of the petitioner filing the petition for review (appeal) If a group consisting of more than one person is filing a single petition for review, one individual shall be designated as the group's representative for all contacts with the Department. All Department communications regarding the petition. including correspondence, shall be with this representative; 3 A statement of the interest of the petitioner, 4 The date the notice of decision was sent as specified in the notice, 5. The petition for review (appeal) shall state the relevant facts, applicable ordinance "' provisions, and relief sought, and 6 The fee of $625 00 for Director's decisions being appealed to the Washington County Hearings Officer. For further appeal information contact ,� - 131n1"V Rb194ivd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 COUNTYWIDE C- --�,,/TIZAFFIC IMPACT FEE TIGARD PAYM �'NT OPTION FORMGON ?-a2-3 - 9q Date Site Address %/e rLL,1'-CA 6C? Project Name Plan Check I realize that I must make a decision on payment of the Traffic Impact Fee(TIF) at this time. Therefore, I request the following (choose whichever option or options are applicable): ❑ Wash or Check ❑ Credit Voucher Bancroft or Installment Payments or The Ordinance allows for deferral of payment of the TIF until issuance of the occupancy permit if the TIF is greater than $5,000. If the TIF meets this requirement, I also request this option. I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF will be recalculated based on the prevailing rates at the time of payment. Please be advised that TIF rates may increase up to six percent each .lulu 1st. This rate increase is not subject to appeal. VbAlt APPLICANT OWNI:WAPPLICANT cc: Building Permit File Payment Option Notebook 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD (503) 684-2772 is\dsts\forms\tifsub.doc 10/29/98 (16 f TualatinValley Water District 1850 SW 170th Ave. P.O.Box 745 Beaverton,Oregon 97075.5031642.1511•FAX.5031649.2733 March 31, 199y Tim Roth J.T. Roth Construction Inc 12600 SW 72"' Ave, Ste. 200 Tigard, Oregon 97223 WATER SERVICE TO YOUR DEVELOPMENT AT 12755 SW 69T" AVE, TIGARD, OREGON. This letter is in reply to our phone conversation this morning• concerning water meter and water line sizes . You gave me information that your water requirements are 70 fixture units. The Uniform Plumbing Code, Chart A-3 shows 10 fixture units equates to 35gpm. ['his demand would size your meter at one inch. It would be best to have your service from SW 69th Ave. We have discussed meter costs and that they may increase soon. The Water District presently serves your property and can provide service to your new development. I understand that you have talked with the fire department about necessary improvements for fire protection. r Gary Pippin, P.E. Manager of Engineering Services GP/ta LD Post.It' Fax Note 7671 I'"' c �A89S► To Fror Co 10en7 Phone M FAX N .�7_.J 'y �. rA%M�/ WATER not to be tr*en for granted 4 i 1 1M:1 CITY OF TIGARD March 24, 1999 OREGON JT Roth Construction, Inc. 12600 SW 72"d Street— Suite 200 Tigard, Oregon 97223 RE: 12755 SW 69`t' SIT N 99-0008 Dear Applicant: Your revisions dated 3/23/99 have bee reviewed; the following items still require your attention: Accessibl Illy: The parking space next to the loading dock does not comply. The aisle must be on the passenger side. Provide details. Fire: 'I'lie location of both required hydrants must be shown on the plans. Also hath hydrants must he installed and flow tested prior to your final inspection of the building. 11-the LID work is not complete by this time, you will be required to locate This hydrant on site through your company. Water: Please contact either Gary Pippen or Stu Davis at Tualatin Water District to find out their requirement for wsiter lines. Their number is 642-1511. We will require their letter of i approval prior to issuing the Site Pen-nit. If you have questions, please call me at 639-4171 X 392. Provide 3 complete sets of revised drawings. m Sincerely, LV Robert I). Poskin. ('130 Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (1.03)684-2772 -- CITY OF TIGARD March 8, 1999 OREGON JT Roth SW 72"d#200 Tigard, OR. 97223 RE: Triangle Terrace SIT Permit#99-0008 Dear Applicant: Your plans for site work at the subject address have been reviewed for compliance; the following items require your attention. Site: The storm drainage system shall adequately address the number of catch basins required to handle the parking lot and hard surface runoff. The Uniform Plumbing Code, Section 1.108 allows a maximum 6"outlet on each catch basin, and table 11-2 limits the maximum surface area one catch basin can serve to 7,133 square feet at I% slope of the horizontal line from the catch basin. Additional catch basins are required to adequately serve the area. A. Sizing of all storm drain piping is determined by OPSC, Table 11-2. If an engineered system is to be used in lieu of table 11-2, two sets of plans stamped by an engineer licensed in Oregon and the hydrodynamic calculations must be submitted for review and approved. Accessibility: (a) Provide an access aisle and curb ramp for the third required parking space. OSSC, Chapter 11. Provide details. (b) Provide signage in accordance with OSSC, Chapter 11. Provide details. (c) If future tenant improvements require access from the North side of the proposed construction, the accessible route shall be continuous around the perimeter back to the public way. OSSC, Section 1103.2.4. J W ire: c� Provide (2)two tire hydrants within 250 feet of all portions of the proposed construction. UFC, Section 903.4.2.1.1. The existing hydrant on SW 68'x' avenue cannot be utilized in the requirement for hydrants, as it is across the street. TVFD Ordinance. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 1 Triangle Terrace—Page 2 Hvdrant Flow Test: The required hydrants shall be installed and tested, and shall produce results supplying 2250 GPM @ 20psi residual. The installation and testing shall be completed and approved prior to Final Inspection. Fire Saft during Construction: The access road shall be established and maintained while the building is under construction, and shall be capable of maintaining a load of 50,000 pounds, and a point load of not less than 12,500 per wheel. The road shall have an all weather surface. UFC, Section 902.2.2. {Vater Quality: The owner shall employ the engineer of record responsible for the design and specifications of the water quality facility, to perform construction and visual observation of the Water Quality Facility for compliance of the design and specifications at significant stages, and at completion of the project. Prior to receiving a final occupancy, a letter from the design engineer to this writer will be required, that the facility complies with his/her design. Planning,Engineering and Water Department approval: Prior to issuing permits for this site, a letter from the subject departments to this writer will be required, stating that you have complied with all issues from the respective division. special Inspections: Provide the information highlighted and return forms to me. Provide(3)three sets of revised plans. If you have questions, please all me at 639-4171 X 392. t- Sincerely, J [J k/:i Ro rt Poskin, CBO Seni r Plaris Examiner CITY OF TIGARD, OREGON Hydrant Flow Test Report "`T�Rt a.-SG,� L sit►.c.E_ Location: (ZlS5 l Date Test Conducted By: Time Representative of: Witness: State purpose of test: Consumption rate during test: Pumps used in test Yes ( No ( ) Hopi many? Hydrant Flows: A/1 A/2 A/3 A/4 Nozzle Siac: Pitot Reading: Dircharge Coefficient: ppm Static: B_ psi Residual: B psi Projected rrsults 20 psi residual gpm or na, psi Residual gpm Remarks: G_ R Location map: Sbow line sizes and distancr to nen crm munectcd line,Show vahes and hydram branch size, N Indicate(NORTH),show towing hydrants-labeh,VJ -AR-.A/3 A/4,show locate of sack and residual-Labei y orb w J Submit this form to the City of Tigard Building Department. "AT N" Plan Review. 13125 SW m Hall Blvd.. Tigard. Oregon 9"7223- (503) 6394471 LL) J �c, oar From: Tim Roth To: Bob Poskin CBO J.T. Roth Construction, Inc. Company: City of Tigard 12600 S.W. 72"d suite 200 Phone#: 639-4171 Tigard, Or. 97223 Fax#: 684-7297 CCB #31700 503/639-2639 Date: Mar. 23 19 99 . 503/624-0239,fax RE: 12755 S.W. 69`h SIT Permit#99-0008 In response to the March 8, 1999 notice regarding plan review of the above site permit. Site: The building code provides that shnuld you use an outlet that exceeds 6" it needs to be illustrated. Please refer to the illustration on page 2/2 of the submitted plans. In addition, please note that the outlet is at a 2%slope. A. Submitted with plans are copies of"Storm Analysis"dated March 1999 to address the hydrodynamic calculations of the storm drainage. Accessibility: (a) note revisions on revised drawings, page 1/2 (b) note detail on page 1/2 (c) no revision made Fire: Note revisions on page 2/2: *1 st hydrant is located at the northeast comor of the site and is to be installed per the approved L.I.D. along SW 69th. *2"d hydrant is to be added as an extension of an 8"water line located on SW 70th, extended from SW Hampton. Hydrant is to be extended in the right-of-way and located at the southwest corner of the site. = Hydrant Floe Test: A form has been provided by the City and will be submitted upon the completion of the hydrant at the southwest corner. ca Fire Safety during Construction: See note on page 1/2 U, Water Quality: This has been acknowledged with the engineer of this project and will be submitted upon the completion of the facility. 12600 SV 72n,j Ave , Suite 200,Tipa►J,Oregon 97223 503/639-2639 FAX 503/624-0239 CCB#0031700 J.T. Roth Construction Inc. Planning, Engineering and Water Department approval: *1 trust all planning and engineering conditions will be signed off prior to the issuance of the building permits. *Off site requirements have been satisfied (see attached letter from City of Tigard). *'this is not a City of Tigard Water Department project, it is within the Tualatin Water District. will there be anything specific needed from T.V. Water District? SI)ecial Inspections: *Inspection Services form has been completed and submitted with herein. *Other two f6;-n are pending the completion of work. Sin re ,I.T. Moth Construction, Inc. a K r t/7 F-- J [o C.7 V; J COREGO F iiGARD March 19, 1999 N Tim Roth -------- JT Roth Construction, Inc. 12600 SW 72"' Avenue, Suite 200 Tigard, OR 97223 Dear Tim: You requested clarification from the Director concerning acceptance of street improvement guarantees for Site Development Review (SDR) 98-0016 and SCR 98-0024. Please be advised that the Director considers the conditions fulfilled with the formation of the Local Improvement District (LID) for the public improvements involved in both developments. This compliments assurances and communication you have received from Brian Rager, Development Review Engineer. This letter, as well as Brian's will be appended to the project files. If you have any questions regarding the information in this letter, please feel free to contact me at 503-639-4171 x316. Sincerely , y ell [Richard 11. Bewersdorff Planning Manager I\curpin\dlck\letters\Rotli Const St Improvement Ur.doc r.. c: SDR 98-0016 and SUR 98-0024 Land use files Jim Hendryx, Community Development Director �. Brian Rage-, Development Review Engineer L, Mark Roberts, Associate Planner Julia Hajduk, Associate Planner 1.' 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 --------------------------•----------------------------------------------------- /Vano From: Tim Roth To: Bob Poskin CBO J.T. Roth Construction, Inc. Company: City of Tigard 12600 S.W. 72nd suite 200 Phone#: 639-4171 Tigard, Or. 97223 Fax#: 684-7297 CCB #31700 5031639-2639 Date: Mar. 31 WE&4VED 503/621-0239,1ax RE: 12755 S.W. 69" MAR 31. 1999 SIT Permit #99-0008 COMMUN11Y DEVELOPMENT In response to the March 24, 1999 notice (see enclosed) regarding plan review of the above site permit. Accessibility: Revisions made on both pages 1 & 2 to show aisle on passenger side of ADA parking. F, Both Hydrants were noted on the plans, one in the N.E. corner and noted as being installed by L.I.D. and the second being shown in the S.W. corner as an extension of the existing water line in SW 701". Eric McMullen with the Fire Department has been contacted. He reviewed the site and existing hydrants for their location and availability during construction. He found two (2) existing on the east side of SW 691" and of the two hydrants,the one furthest north showed record of a flow test on 12-97 showing a flow ofapprox. 4,300 @ 20 PSI. His comment was that those two hydrants would be adequate during construction, however, the subject site would still require two new hydrants, each being tested for flow allcr their installation. Again, one hydrant is to be installed by the approved LiD and the second, as noted on the plans, to be installed by myself. Water: Gary Pippen was contacted and 1 requested in writing a letter from him lo find out their -� requirement for water lines" but he didn't seem to have a clue what was expected of him. i asked that he respond in writing that TV Water District services the project and that they would `r be supplying a water line to .he site! The attached letter is the response I received from him, I trust it is what you are looking for'? J � Sincer ' J C T th, Jr. C J.T. Roth Construction, inc. CITY OF TIGARD March 24, 1999 OREGON JT Roth Construction, Inc. 12600 SW 72nd Street-Suite 200 Tigard, Oregon 97223 RE: 12755 SW 69" SIT#99-0008 Dear Applicant: Your revisions dated 3/23/99 have bee reviewed; the following items still require your attention: Accessibility: The parking space next to the loading dock does not comply. The aisle must be on the passenger side. Provide details. Fire: The location of both required hydrants must be shown on the plans. Also both hydrants must be installed and flow tested prior to your final inspection of the building. If the LID work is not complete by this time,you will be required to locate this hydrant on site through your company. Water: Please contact either Gary Pippen or Stu Davis at Tualatin Water District to find out their requirement for water lines. Their number is 642-1511. We will require their letter of approval prior to issuing the Site Permit. If you have questions, please call me at 639-4171 X 392. �-�;r►� ��'�''''` F_ Provide 3 complete sets of revised drawings. J Sincerely, oaert D. oskin, -130 Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)664-2772 iI. CITY OF TIGARD April 1, 1999 OREGON J.T. Roth Jr. 12600 SW 72 #200 Tigard, Oregon 97223 RE: Sit Permit #99-0008-12755 SW 69`x' Dear Sir: Regarding the placement of hydrants as has been requested by this department, I can advise you of the following. In consort with Mr. Eric McMullen, TVFD, Deputy Fire Marshall, we are both in agreement that the existing hydrant on the SW corner of Hampton and 69`x' along with the LID placement of a new hydrant on the NW corner of 69`x' adjacent to your building will meet Fire Code requirements for your site. Secondly, we have two (2) Mechanical pennit applications from you for this building with no drawings. Please advise Tri-County Temp Control that we need drawings only from them. Then are not to submit another UaVication. Drawings shall be addressed to this writer. If you have questions, please call me at 639-4171 X 392. Sincerely, R��obcrtD. osl<in, 0.13.0. Senior Plans Examiner cc: Eric McMullen, DFM Tualatin Fire and Rescue 4755 SW Griffith Drive Beaverton, Oregon 97076 J 13125 SW Hall Blvd., Tlgard, OR 97223(503)639-4171 TDD(503)684-2772 CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd,,Tigard,OR 97223(503)639-4171 ilAf"ORTANT PERMIT NCJTICC; � "L: Plan Cfiec--k # J. T. ROTH, JR. 12600 SW 7END SUITE 200 TIRCIRD OR r•)7223 AD-.0290171 ite Address : 12'755 SW 6':,)I'H PYR u bd i v i i i o n. WEST PORTLAND HE1044TS c�Iock. . . -, . . . Lot : 031 h.wisdlct ion: T I G ?o T)111 U. . . . . . : MUE R'pmal'k$ : i t Lu work fo r r:onstr,1.icAion of par,kiny lot, lAndsic;-Apinq ;..kiid winter cival. ity Facility. rtlici Ietter, is to confir,m ir-vlc(:'ipt of vot-tv Site Wul'14 01', Buildinq permit appli c.at tern which has been forwarded to the plans e)(aminpi- today for r-eview. inti P. r,prn frider-. the sorn at e land use c.asp (%) 1S/awes P, 0c) , Ai -sp bp at-,iar,e yoki arv responsible for, sAtisfying the r.unditions of the land 1t5e case (s) slid must slrlbmit plans (Til-ect .ly to the appi-opt•it:4p staff per,son ( s) indjt-ated on your firial oidvt,. our- b�,.J. Id-jng plani ARE i,,im r,oitted to the planning or engineering departments;. 'Y01.1 mi.1.0; satisfy the land lite permit cundit ions ii-irlepen(iptit of the bli.t 'jiling pr-,V.mit plans review pir-oc-'ess. fter- the building plans r,eview p,,-or.ess has Keen completed, yoi.w site murk oi o,,iildinq p,?r,mit 4011 NOT be vjj. !-,hoiit Approv-.:il 1`) vm the f?ng.trieer,i rig and planning depar"tmerits. F you have arty CII.APStionc; regarding this notice, plevise contact; mr.- directly at c,lar-ificatinn. (wev p l Y, opment Sevv ic-ps Tpchn.i ci in �'k r ii 1-3 F,.1 i4 ii ii i n 4-7) a rl m c . �) n t r"rrqirwer trip Department CITYOF TIGARD SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT# : 6/18/ 00008 26; 13125 SW Hall Blvd., Tigard, OR 9722.3 (503) 639-4171 DATE ISSUED : SIT999 PAF:-,EL : 2S101AD-02900 SITE ADDRESS: 12755 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING : MUE BLOCK: LOT: 031 JURISDICTION : TIG CLASS OF WORK: NEW PAVING ?: Y RESO. NO: TYPE OF USE: COM GRADING ?: Y VALUE: $175,000.00 E,(CV VOLUME: 2,000 cy LANDSCAPING?: Y FILL VOLUME: 1,100 cy SITE PREP ?: Y ENG FILL?: Y STORM DRAINS?: Y 301LS RPT REQD?: Y IMPERV SURFACE: 31.822 sf Remarks: Site work for construction of parking lot, landscaping and water quality facility. Owner: _ FEES ROTH, JT & THERESA Type By Date Amount Receipt 12600 SW 72ND AVE #200 _ TIGARD, OR 97223 PLCK DRA 2/26/99 $403.33 99-313258 FIRE DRA 2/26/99 $248.20 99-313258 EROS BON 6/18/99 $80.00 99-316250 Phone: ERPU BON 6/18/99 $26.00 99-316250 Contractor: ERPC BON 6/18/99 $26.00 99-316250 PRMT BON 6/18/99 $620.50 99-316250 JT ROTH CONSTRUCTION INC 5PCT BON 6/18/99 $31.03 99-316250 12600 SW 72ND AVE STE 200 WQUN BON 6/18/99 $3,495.60 99-316250 TIGARD, OR 97223 SWM BON 6/18/99 $1,290.96 99-316250 Total $6,221.62 Phone: 639-2639 - - Reg#: LIC 31700 Required Inspections Excavation Final Inspection Fill Grading Paving Insp Strm Drain Insp CulSari Se In Cat BasinI San Sewer Insp Manhole/Cleanout - PVT NAL Domestic water line inspect. Landscaping Insp Misc. Inspection Final Report Enq'd Grading n v; ' This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty .;odes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You ay obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987 !� Permittee Signature: ' Issued By: Call (503) 639-4175 by 7:00 P.M. for an Inspection needed the next business day CITY OF TIGARD Site Permit Application Recd By--a L 13125 SW HALL BLVD. Commercial and Multi-family: Complete ENTIRE form Date Recd_. r TIGARD, OR 97223 Residence: Complete SHADED areas Date to P.E - (503) 639-4171 X304 Date to DST Permit# �t rl � Related SWR# Called ' ! Print or Type T� r.r. l Incomplete or illegible applications will not be accepted Project Name Utilities(Complete all that apply) Job Triangle Terrace _ Address Address Storm Sewer 12755 SW 69th_ 20 Linear Ft. Name Sanitary Sewer J.T.Roth,Jr and Theretsi Linear Ft. Owner Mailing Address Fresh Water 1260171 Slil 72nd #21711171 — -- 2 Linear Ft. City/State Zip Phone Catch Basins Ti ard, Or. 97223639-2639 _ # 2 General Name Clean Outs Contractor J.T. Roth Construction, Inc. # 2 Prior to permit Mailing Address Describe work to be done: issuance,a copy of all 12600 SW 72nd #200 Newp AdditionQ AlterationQ RepairQ licenses are City/State Zip Phone Additional Description of Work: required if T1 ar , Or. 97223 639-2639 ' «. / expired in COT State Const. Cont. Board Lic.# Exp. Date database17 OD v.;' C�i1 I e e Name Project P DW Design Valuation Is 00 Architect Mailing Address Plans Required: See Matrix on back 13 b U 0 S E I a i l u r' Ct, The following, must accom any this application: City/State Zip Phone Site plan with Vicinity Map Parking(including _ Portland Or. 97233 1252-8015 x Showing ADAcompliance x ADA)&Lighting Plan Name Grading Plan and details Landscaping Plan Cp�ss Carp. x Engineer Mailing Ad—dress Erosion Control Plan and Retaining Structures M-1 S!= Lake Rd. x details including calculations CitylState Zip Phone Site Utility Plan and details Soils Report P1i l waul<i e, Or.. 97222 653-909 3 x (showing connection to (if required) approved system) Excavation Volltme I hereby acknowledge that I have read this application,that the (Soils report required for>5,000 cu. Yards) 2,000 information given is correct,that I am the owner or authorized cu.yds. agent of the owner,and that plans submitted are in compliance _ with O•�ert` a laws. Y Fill Volume parking area onl y� Signature of wnei/ pent Date (Soils report required for>5,000 cu. Yds.) - T-`.7c, �- 1 ,100 cu.yds. _-- 1' Will the fill support a structure C n-4 erson Name Phone N (Engineer required if answer is yes) YESQ NOQ Tim Roth 639-2639 v Retaining structure?(check one) Rock —' J FOR OFFICE USE ONLY -. Q CMU Notes: L' None QConerete QOther J Total new impervious area including all _ Land Use Case# MaP/TL# buildings, sidewalks, and paving 131,822 S . Ft. — Qo/(o 1:ldststform9lcom-site.doc 10/29/99 —x2 � J COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review is dependent upon submittal of BOTH plans AND a COMPLETED application. For an electrical submittal, the application must contain the signature of the supervising electrician before plan review will be conducted. After plan review approval, Plans Examiner will contact the applicant to request additional plan sets for distribution purposes. (Copy for Contractor, City, Washington County, Tualatin Valley Fire & Rescue) Total# of TYPE OF SUBMITTAL Plans _KEY: Submitted S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 F = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building `B or B & M (Alt) 1 *Q & M & P (Alt) 3 'B & M & P & E(Alt) � 3 "B & M & P & E & F(Ait) 3 NOTES: 'Shaded areas designate ALT submittals only. I\dst0orms\matrxcom doc 10/30/98 SITE PLAN REVIEW ! G v M M E N TS CITY OF TIOARD Community Development Shaping A Setter Community Date: Staff Person Commenting:,_ Department: _ �— Phone Number/Extension: Ptolect Name: _ t � cfr--,ceSite Permit No.: Land Use Cass;Fite No(sl.: 5w �THE PROPOSED PLANS SUBMITTED FOR A SITE PERMIT HAVE BEEN REVIEWED BY � OUR DEPARTMENT AND WE HAVE THE FOLLOWING COMMENTS: (] Plans are approved. All land use conditions related to this department have been satisfactorily met. Plans are generally consistent with the land use approval, but there are still land use conditions that must be met prior to release of the site and/or building permit, or prior to a final building inspection. Specifically, • — l"�-►��'t` ��(� 1p`t{�^ uvt!'y-C�_��. ►r: U� lS (��a7 Gu �-�-rtu�. 3.,�� `-- (SCR.►-I tT tk�C' R�c�� ( � Plans are NOT consistent with the land use approval and must be revised. Specifically, 4 R' F— ti J C] t� [j Revised plans are approved. NOTE: IF THE PERMIT APPLICANT HAS ANY QUESTIONS WITH REGARD TO THE COMMENTS ABOVE, THEY MUST CONTACT THE STAFF PERSON SPro.inED AT THE TOP OF THE PAGE. i\b,ianr\masters\siteplan frm CITY CF TIGARD DEVELOPMENT SERVICES BUILDING P'ERMIT 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 F'E RM I T #. . . . . . . : BUF'99-0066 DATE ISSUED: 02/25/99 PARCEL : c_'S 101 AD—•02900 SITE ADDRESS. . . : 12755 SW 69TH AVE SUBDIVISION. . . . : WEST PORTLAND HEIGHTS ZONING:MUE BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :031 JURISDICTION:TIG REISSUE: FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION.— CLASS OF WORK. :DEM FIRST. . . . : 0 sf N: S: E: W: TYPE; OF USF. . . :SF SECOND. . . : 0 s f PROTECT TYPE OF CONST. : ? TOTAL. . . , 1200 5f N: 5: E: W: OCCUF'AI\ICY GRP. :R3 TOTAL--------: 1200 s f ROOF CONST: FIRE RET ) : OCCUPANCY LOAD: 0 BASEMENT. : 0 s f AREA SEF'. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 700 s f OCCU SEF'. RATED: BSMT? : MEZ 7? : REDD SETBACKS—._-------- REQUIRED-------------------- FLOOR LOAD. . . . : 0 p<. f LEFT: 0 ft RGHT: 0 ft FIR SF'KL : SMOK DET. . -. DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 Ft FIR ALRM: HNDICF' ACC: BEDRMS: 0 BATHS: 0 IMF-, SURFACE: 0 F'RO CORR: PARKING: 0 VALUE. $ : 0 Remarks : Demolition permit to demo 1200 sq ft single family dwelling and 700 sq ft garage. All debris to be removed, septic tank to be pumped, filled and inspected. Owner; __________________..__._.________.._..______.__._____----------_______. FEES --__----------__.-- J T ROTH. JR. type amot..mt by date recpt 12600 SW 72ND AVE F'RMT $ 25. 00 DLH 02/25/99 99--313257 STE 200 51='CT $ 1. 25 DLH 02/25/99 99--313257 1- IGARD OR 97223 EROS $ 26. 00 DL-I-1 02/25/99 99-313257 Phone #: 639-2639 ERF'C $ 8. 45 DLH 02/c:5/99 99-313257 ERPC $ 8. 45 DLH 02/25/99 99-313257 OWNER SIGNED RESP,ONS I B I L I TY FORM IN FILE pnone #: $ 69. 15 TOTAL Reg #. . : — REQU I RE1) ACTIONS or- I NSF'ECT I ONS- - - This permit is issued subiect to the regulations contained in the ,5'EPT7c Tigard Municipal Code, State of Ore. Speciclty Codes and all otherL applicable laws. All work will be done in accordance with approved plans. [his permit will expire if work is not started C. within 180 aays of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the N rules adopted b: the Oregon Utility Notification Center. Those �- rules are set forth in OAR 952-001-0010 through OAR 952-00101987. ~ You many obtain a copy of these rules or direct quest .ons to OUNC by railing 15031246-1987. cc 0 V,pr-mittee Signati_rr9 Issi.red By : _ —bG -.�..---- ++++++.+++++-+-++++•+ ++//+4,+-++4 Call 639--4175 7:00 p. m. for an inspection needed the next business day ++++++++++++++++++++++++++++++++++++++++a-+++++++++++++++++++++++++++++++++++++ Redd By C;tTY OF TIGARD Commercial Building pp Permit Application 13125 SW HALL BLVD. New Construction and Additions Date RecdDate to P.E. TIGARD, OR 97223 _Dr�6 10FRrV/7 Date to DST (503) 639-4171 _ 1)(< Permit# Print or Type Related SWR# _ Incomplete or illegible applications will not be accepted Called Name of Development/Project Job Existing Building ❑ New Building ❑ Address Street Address Suite -, `` ,Ir Building Bldg# City/State Zip Data t-t( '(7 Z Z 3 Existing Use of Building or Property: Name Property Owner Mailing Address ��— Suite Proposed Use of Building or Property: Iz(cCC1 <I-LU -7C� {iLl City/State Zip Phone _ No. Of Stories: I, i -127 2C c Occupant Name Sq. Ft. Of Project: rJ � � Name Occupancy Class(es) Contractor Prior to permit Mailing Addres; Suite Type(s) of Construction issuance,a copy of all licenses are required if City/State Zip Phone Will this project have a Fire Suppression System? expired In C.O.T. Yes ❑ No 0 database — Americans with Disabilities Act(ADA) Oregon Const Cont.Board Llc.# Exp.Date Valuation X 25% = $ Participation Complete AccessibilityForm Name Project $ Architect —__ Valuation Mailing Address Suite Plans Required: See Matrix for number of sets to submit City/State Zip Phone on back Engineer Narne I hereby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized agent of the owner,and Halling Address Suite that plans subm' ed are in compliance with Oregon State Laws Signet of Ow r/A en Date .sty/State Zip—-- Phone -t_\ ) --dpritaot Per on a Phone r• Indicate type of work. New O Addition O Demolition Ili !o, r' Set A"561 V; Accessory Structure O Foundation Only O Alteration O Repair O Other O FOR OFFICE= USZE ONLY Description of work: Mapfrl# Land Use: L e(d I "- 4, ei y i Notes: r j Perky: Esti sled#of Employees 1A 1�F: -- — %I It the.above figure Is not supplied at thertime of application,the city will calculate the foe based upon the number of parking spaces. ___._____—_ Note Site Work Permit Application must precede or accompany Building Permit Application I\COMNEW.DOC (DST) 5198 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review is dependent upon submittal of BOTH plans AND a COMPLETED application. For an electrical submittal, the application must contain the signature of the supervising electrician before p!an review will be conducted. After plan review approval, Plans Examiner will contact the applicant to request additional plan sets for distribution purposes. (Copy for Contractor, City, Washington County, Tualatin Valley Fire & Rescue) Total # of TYPE OF SUBMITTAL Plans KEY: _ Submitted S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 _ P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building *B or B & M (Alt) 1 *B & M & P (Alt) 3 *B & M & P & E(Alt) 3 .S & M & P & E & F(Alt) 3 J C NOTES: "Shaded areas designate ALT submittals only I\dsts\forms\matrxcom doc 10/30/98 4 PLAN AX 1-01" 2800 u) / � (� SCALE: f 20' 26 LF 8-0 PVC S r-BIKE RACK AREA n, + , I IE. 94.00- IE 9410 N�x 5 SPACES SEE ARCHITECTURAL PLAYS p 94 95 7� 4 ........—. .... ................. 93.60 00 16'95.50 - 95 96,00 ...... T. ...... ....... X_ g i EXIST. STM CS RIM: 98.4,J 1E. /At(N)94.19 A I f Ic. our(s)94.31 L T FLV0E— c Co FINISH FLOOR ELEV 98.62 I a CONNECT NEW 6"0 SANI TAR Y LA TE, 96.30 TO PUBLIC SEWER PER CITY REQUIf It OFF SEE ARCHITECT AND MEtHANICAL PLANS FOR CONSTRUCTJON EXTEND TO CONNECT TO LOW POINT * t ✓ NEW 1'0 SERVICE METER IN METER, (BY WATER DISTRICT) AND ROOF DRAIN SYSTEM 1 0 DOUBLE CHECK ASSEMBLY Y f IN VAULT PER OREGON S TA TE HEAL TH AND W,4TF#DIS7Rj(r BUILT UP CURB RAMP .. ......... 0 f:12 FOR 6 FEET r 9 0.4 21._\11 g�', -11 1" RADIUS x -2 98,30 Ir NEW CURB AND 00 97.80601 SIDEWALK 57i 95.50 A : ., 1)6.73 .96.91 971 4"A'... 2+00 -gaOOTC. I Q' EXISTING)'ING 97.50 GUT Or. CONTOUR PROPOSED C F I NI& CONTOUR 41 Lu 41' X IS T FINISH 96' z ;I CATCH BASIN Ar v HOURP. RIM.- 92.00 CLEANOUT .. . nn 6 -A- - W 1 1 N IE. 90.70 9-7 1 TC 950 TC �5 86 .......... t....................... ... ... . ......... CATCH BASIN- . .............. 91.00, 6 0 RIM: 92.68 .50,1 90.50 �11EE, 90.80, 8 (E. 91.00 200 er !L C-4 x1s.. 1, . -".! V-4 1 .11 ! cf 1. Po 0 Ar 601 Ar no HEAT ~TORN (11-,Tt F r S TRUC IUREC� PUMP sar DETAIL rSS[A StAfEN 7 V) ./(YV I A CCE SS L-------------------------- EXI STING DEVELOPMENT _Vi WILDING TAX LOT3000 CITY OF ,� I G/�R D ELECTRICAL PERMIT PERMIT#: ELC1999-00357 DEVELOPMENT SERVICES DATE ISSUED: 6/17/99 13125 SW Hall Blvd.,Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S101AD-02900 SITE ADDRESS: 12755 SW 69Th AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT : 031 JURISDICTION: TIG Proiect Description: Temporary service or feeder to 200 amps RESIDENTIAL UNIT TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS _ ADD'L INSPECTIONS 0 - 200 amp: 1 W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINh L: Reconnect only: _ SVC/FDR >=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: ROTH, JT & THERESA H & R ELECTRIC INC 12600 SW 72ND AVE 20415 SW CELEBRITY CT STE 200 ALOHA, OR 97007 TIGARD, OR 97223 Phone: Phone: 642-4161 Reg #: ELE 34-292C LIC 70097 SUP 2837S FEES Required Inspections Type By Date Amount Receipt Elect'I Service PRMT BON 6!17/99 $53.50 99-316192 Elect'I Final 5PCT BON — 6/17/99 $2.613 99-316192 Total $56.18 ORIGINAL This Permit is issued subject to the regulatiois contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable laws All work will be done in accordance with appioved plans This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon law requires you to folliiw rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 thrcugh OAR 952-001-0080 You may obtain copies of these rules ordirect questions to OUNC at(503) 246-1987 Permit Signature: ��"� � �_ Issued By: Mt�J OWNER INSTALLATION ONLY m The installation is being made on property I own which is not intended for sale, lease, or rent. �y OWNER'S SIGNATURE: DATE: J _ CONTRACTOR-INSTALLATION ONLY SIGNATURE OF SIJPR. ELEC'14: _ _ DATE: LICENSE NO: — Call 630' 4175 by 7:00pm for an inspection the next business day 'CIT'Y'OF TIGARD Electrical Permit Application Plan CheckA 13125 SW HALL BLVD. Recd By r1`'" TIG ARD OR 97223 Date Recd Date to P.E. Phone(503)639-4171, x304 Date to DST Inspection (503)639-4175 Print of Type Permit# Fax (503) 598-1960 � r Incomplete or illegible will not be accepted Called WI C�l�''�1�'10� 1. lob Address: 4. Complete Fee Schedule Below: f7dl r is Of!)ovelooment Number of Inspections per permit allowed _Erre-�`+ Name(or name of busii icse) __ Service included: Items Cost Sum Address_ �z �� 4a. Residential-per unit City/State/Zip 2 :,44►2 QJ1. 1000 sq.n or less $ 117.75 4 Each additional 500 sq ft or portion thereof _ $ 26.25 1 Commercial Residential ❑ Limited Energy $ 6000 Each Manuf d Home or Modular 2a. Contractor installation only: Dwelling Service or Feeder $ 72.75 2 (Prior to permit issuance,applicants must provide contractor license 4b.Services or Feeders information for COT data ba11s�� A('�e)). ZF.. Instaliation,alteration,or relocation Electrical Contractor 'T7 Z-[r-TALC. 200 amps or less $ 64 25 2 Address C; J� f 201 amps to 400 amps $ 85.50 2 C _C'9te � Lr' r� � 401 amps to 600 amps _ $ 128.50 2 City p- 7 - 601 amps to 1000 amps $ 192.50 2 Phone No. L 4 -4 r?r l Over 1000 amps or volts $ 363.75 2 ,Job No. Reconnect only $ 53.50 2 Elec. Cont. Lice. Nob.. rZ Ex .2j ,�� - P Date 4c.Temporary Services or Feeders OR State CCB Reg. No 7)r;0`17 Exp.Date c - Installation,alteration,or relocation COT Business Tax or Metro No Exp.Da a 200 amps or less / $ 53.50 �f0 2 201 amps to 400 amps $ 80.25 2 Signature of Supr Elec'n _ 401 amps to 600 amps $ 107.00 2 Over 600 amps to 1000 volts, License ;� 3 7. S ----Exp. ate D %h •r7�, see"b"above. , r4d.Branch Circuits Phone No U?C1,�._�/ib! New,alteration or extension per panel a)The fee for branch circuits 2b. For owner installations: with i,urchase of service or feeder fee. Print Owner's Name Each branch circuit $ 5.35 _ 2 Address b)The fee for branch circuits -- without purchase of service City -__State __._Zip_ - or feeder fee. Phone No. First branch circuit $ 37.50 Each additional branch circuit $ 5.35 The installation is being made on property I own which is not 4e.Miscellaneous intended for sale, lease or rent. (service or feeder not Included) Each pump or irrigation circle $ 42.75 Owner's Signature__- ^_ Each sign or outline lighting $ 42.75 _ Signal circult(s)or a limited energy 3. Plan Review section (.1 required):* Minor�Labels el.alte(10)atin or extension $ 107.00 Please check appropriate item and enter fee in section 5B. 4f.Each additional inspection over ' 4 or more residential units in one structure the allowable In any of the above R Per inspection $ 50.00 N Service and feeder 225 amps or more Per hour _ $ 50.00 System over 600 volts nominal In Plant S 59.00 Classified area or structure containing special occupancy as described in N E.C.Chapter 5 5. Fees: 1 j 6a.Enter total of above fees $ ✓ �O J * Submit 2 sets of plans with application where any of the above apply. 5%Surcharge(05 X total fees) $ �i Not required for temporary construction services. Subtotal $ _ -' 5b.Fnter 25%of line Be for NOTICE I Tan Review If required(Sec.3) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED Subtotal $ IS NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS ❑ Trust Account# __ D AT ANY TIME AFTER WORK IS COMMENCED Total balance Due I�dgI0fi rm.0cicctric dnc CITYOF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR99 00047 DATE ISSUED: 6/18!^9 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101 AD-02900 SITE ADDRESS; 12755 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 031 JURISDICTION: TIG TENANT NAME: J T. ROTH, JR USA NO: FIXTURE UNITS: 70 CLASS OF WORK: ALT DWELLING UNITS: 4 TYPE OF USE: COM NO, OF BUILDINGS: 0 INSTALL TYPE: LTPSWR IMPERV SURFACE: 0 Remarks: Plumbing for a new 2 story office building. Owner: --- FEES Type By Date Amount Receipt PRMT BON 6118/99 $9,200.00 99-316254 INSP BON 6/18/99 $45.00 99-316254 Phone: Total $9,245.00 Contractor: ACI MECHANICAL 12300 SW 69TH AVE TIGARD, OR 97223 Phone: 598-4798 Reg #: Required Inspections Sewer Inspection ORIGINAL This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 days from the date issued The total amount paid will by forfeited if the permit expires The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given,the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a"Tap and Side Sewer' Permit and the Agency will install a lateral. ATTENTION Oregon law requires %,'ou to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987. Issued by: Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed th next busin ss day J r Accumulative Sewer Tally '(•enant game: QI � ,' (( This SWR# j� Adel ess: This PLM#: 105 . Fixture Value Previous Previous Credits Capped Fixturesaadded #s w total New # Value Capped off value added# total Count off#s count values- Baptistry/Font 4 _ Bath-Tub/Shower 4 -Jacuzzi/Whirlpool 4 Car Wash - Each Stall _ 6 - Drive Through 16 Cuspidor/Water Aspirator 1 Dishwasher-Commercial 4 _ -Domestic _ 2 Drinking Fountain 1 v I I Eye Wash _ 1 Floor Drain/sink - 2 inch 2 3 inch 4 inch 6 Car Wash Drn 6 Garbage Disposal 16 Domestic(to 3/4 HP) Commercial (to 5 HP) 32 Indust.ial (over 5 HP) 48 Ice Machine/Refrigerator Drains 1 Oil Sep(Gas Station) 6 Rec. Vehicle Dump Station 16 -Shower Gang (Per Head) 1 _ Stall 2 Sink - Bar/Lavatory 2 Bradley 5 _ Commercial _ 3 Service 3 _Swimming Pool Filter 1 Washer- Clothes 6 Water Extractor 6 _ _Water Closet- Toilet 6 _ _ _ i� �J(p Urinal 6 Z TOTALS ( . Total fixture values '� EDU - �� divided by 16 = � J HISTORY _ PLM# EDU# SWR# PLM# EDU# SWR# PLM# _ EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# _PLM# _ EDU# SWR# _ PLM# EDU# SWR# PLM# EDU# SWR# ldstslswrtaly doc CITYOF TIGARD MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC99-00081 13125 SYV Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 6/18/99 PARCEL: 2S 101 AD-02900 SITE ADDRESS: 12755 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 031 JURISDICTION: TIG CLASS OF WORK: ALT FLOOR FURN: 0 EVAP COOLERS: 0 TYPE OF USE: COM UNIT HEATERS: 0 VENT FANS: 4 OCCUPANCY GRP: B VENTS W/O APPL: 0 VENT SYSTEMS: 0 STORIES: 2 BOILERS/COMPRESSORS HOODS: 0 FUEL TYPES 0 - 3 HP: 8 DOMES. INCIN: 0 GAS 3 - 15 HP: 0 COMh1L. INCIN: 0 MAX INPUT: 0 BTU 15 -30 HP: 0 REPAIR UNITS: 0 FIRE DAMPERS?: 30 - 50 HP: 0 OD 0 GAS PRESSURE: M 50 + HP: 0 CLO DRYERS: 0 FURN < 100K BTU: 8 AIR HANDLING UNITS C OTHER UNITS: 0 FURN >=100K BTU: 0 <= 10000 cfm: 0 > GAS OUTLETS: 0 10000 cfm: 0 Remarks: Mechanical for a new 2 story office building. Owner: = _ -(C_ L�ti1, �,,� FEES Type By Date Amount Receipt PRMT BON 6/18/99 $122.00 99-316252 PLCK BON 6/18/99 $30.50 99-3162.52 5PCT BON 6/18/99 $6.10 99-316252 Phone: Total $158.60 Contractor: TRI-COUNTY TEMP CONTROL INC 13150 SE CLACKAMAS DRIVE OREGON CITY, OR 97045 REQUIRED INSPECTIONS Gas Line Insp Phone:654-3115 Mechanical Insp Reg #: Heating Unt Insp Duct Inspection S.D. Shut-down Misc. Inspection Final Inspection ORIGINAL Ln v This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. cc Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obt copies of these rules or direct questions to OUNC by c Ili, (503)246-9189. Issue By: ?t.h Permittee Signatu - Call (503) 639-4175 by 7:00 P.M. for inspections bee d the ne t business day Plan Check# C!i Y OF TIGARD Mechanical Permit Application Recd By . 13125 SW HALL BLVD. Commercial and Residential Date Rec•'d � -.' TIGARD, OR 97223 Date to P.E._ �G-9Y-tom (503) 639-4171, x304 Date to DST_ (1 144 Print or Type Permit# MfC gq_0O�/ Incomplete or illegible applications will not be accepted Called Name of Development/Project Description Irian le Terrace Table 1A Mechanical Code —` Qty Price Amt Job Street Address sudett A) permit Fee !4.W*$A ' 10.00 1) Furnace to 100,000 BTU Address 12755 SW 69th includingducts&vents _ 6.00 ¢� BIAq# City/Stale Zip 2) Furnace 100,000 BTU+ _ i and Or. 97223 including ducts&vents 7.50 Name(or name of business) 3) Floor Furnace Jr. & Theresa Roth includingvent 6.0.0 Owner J.T. RO t h, _ Mailing Address 4) Suspended heater,wall heateror Floor mounted heater 6.00 12600 SW 72nd Ave, , #200 5) Vent not included in appliance permit City/State Zip Phone— 3.00 Ti and OR 97223 639-2639 CHECK ALL 'Boiler Heat An Nome(or name of business) THAT APPLY: or Pump Cond Qty Price Amt Comp 6)<3HP;absorb unit to _ Occupant Mailing Address 100K BTU 6.00 7)3-15 HP,absorb unit City/State Zip Phonc - 100k to 500k BTU _ 11.00 8)15-30 HP;absorb unit.5-1 mil BTU 15.00 Contractor Name 9)30-50 HP,absorb Trj. CO Te 11 QC) l2 o 1 Iunit 1-1.75 mil BTU 22.50 Prior to permit Mailing Address 10)>50HP,absorb unit issuance,a copy 13150, S C1�c kamas-R�i Ver Dr. 1 75 mil BTU 1 37 50 of all licenses city/statePhone 11)Air handling unit to 10.000 CFM are required if Oregon City, Or. 978.p 557-2220 _ 4.50 expired in COT Oregon tonirl C&T-13oardfLic.0 Exp Date 12)Air handling unit 10.000 CFM+ database 3-28-00 t 7.50 Architect Name 13)Non-portable evaporate cooler Rowell Engineering _ 4.50 Maung Address �— -- 14)Vent fan connected to a single duct or 3.00 45 SE 102nd Avenue 15)Ventilation system not included in City/State Zlp Phone Engineer _appliance permit 4.50 Portland, OR 97216 254-6292 16)Hood served by mechanical exhaust Describe work to be done 17)Domestic incinerators New 16 Repair O Replace with like kind Yes O No O 7.50 Residential O Co,zrmercial O 18)Commercial or industrial type incinerator 3000 Additional information or description of work _ - 19)Repair units 4.50 20)Wood stove 4.50 21)Clothes dryer,etc _ 4.50 Type of fuel oil O natural gas)( LPG O electric O 22)Other units 4.50 I hereby acknowledge that I have read this application,that the information 23)Gas piping one to four outlets given is correct,that I am the owner or authorized agent of 200 the owner,that plans submitted are in compliance with Oregon State laws 24)More than 4-per outlet(each) 50 Signature nerfAgent Date --- _. Minimum Perndl-Fro$25.00 SUBTOTAL 11; 5%.C URCHARGE Co c erso Name Phone Y PLAN REVIEW 25%OF SUBTOTAL Required for ALL commercial permits only { Tim Roth 639-2639 -- T 'State Contractor Boiler Certification required "Residential A/C requires site plan showing placement of unit I lmechperm doc rev 07/20/98 CELECTRICAL PERMIT CITY O F TIGARD G A R® PERMIT#: ELC1999-00552 DEVELOPMENT SERVICES DATE ISSUED: 10/06/1999 13125 SW Hall Blvd..Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S101AD-02900 SITE ADDRESS: 12755 SW 69TH AVE SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT : 031 JURISDICTION: TIG Proiect Description: Electrical shell RESIDENTIAL UNIT TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/ SVC/ FDR: 601+amps - 1000 volts: MINOR LABF' (10): SERVICE/FEEDER BRANCH CIRCUITS _ ADD'L INSPECTIONS 0 - 200 amp: 4 W/SERVICE OR FEEDER: 35 PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION_ 1000+ amplvolt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDR >=225 AMPS: X CLASS AREA/SPEC OCC: Owner: Contractor: ROTH, JT & THERESA MT HOOD ELECTRIC INC 12600 SW 72ND AVE 8900 SW BURNHAM RD STE 200 UNIT F-27 TIGARD, OR 97223 TIGARD, OR 97223 Phone: 503-639-2639 Phone: 639-5833 Reg #: LIC 000011 SUP 3801S ELE 34-425C FEES Required Inspections _ Type By Date Amount Receipt _ Ceiling Cover PLCK DEB 09/10/199E $111.06 99-318240 Wall Cover 5PCT DEB 09/101199E $31.10 99-318240 Underground Cover PRMT DEB 09/10/199E $344.25 99-318240 Elect'I Service Elect'I Final ORIGINAL (additional fees not listed here) Total $586.41 This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR Specialty Codes and ali other applicable laws All work will be done in accordance with approved plans 1 his permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days. AT-fENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0030 You may obtain copies of these rules ordirect questions to OUNC at(503) 246-1987 j PERMITTEE'S SIGNATUR aISSUED BY: OWNER INSTALLATION ONLY _ I he installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: 6CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC N: �--__�... _ _._--__ DATE: LICENSE NO: _3 SUI ,_— Call 639-4175 by 7:00pm for an inspection the next business day CITY OF TIGARD Electrical Permit Application Plan Ch 13125 SW HALL BLVD. Recd y� -/D TIGARD OR 97223 Date Rec'c1Date to P.E. O Phone (503)639-4171, x304Date to DST.^ '� _ Print or Type Inspection (503) 639-4175 Permit fti_ Fax (503) 684-7297 Incomplete or illegible will not be accepted caned f- 5':C- 1. Job Address: 4. Complete Fee Schedule Below. �r Name of Development_ �U�1 "'�� Number of Inspections per permit allowed Name(or name of business) _ Service included: Items Cost Sum Ad ices r'' �� l I v+ 4a. Residential-per unit City/State/Zip__ & ' 7 loco sq.n.or loss $110.00 __ 4 Each additional 500 sq.ft.or portion thereof $25.00 1 Commercial Residential Limited Energy $25.00 Each Manut'd Home or Modular Dwelling Service or Feeder �, $68.00 2 2a. Contractor installation only: (Attach copy of all current licenses) 4b.Services or Feeders / n Electrical Co tractorA.i-- S�� "'lzt- Installation,alteration,or relocation _ 4.,-� K- AddreSS �G SC 200 amps or less �. $wee 2 _ „q>Lf7 State i 201 amps to 400 amps $60.00 2 City Zip 401 amps to 600 amps $120.00 _ _ 2 Phone No. i�rt >S'.3 601 amps to 1000 amps aW7 $160.00 2 Job No. Over 1000 amps or volts �., $340.00 2 Elec. Cont. Lice. No. :34;-47_C'C Exp.Date Reconnect only $50.00 2 OR State CCB Reg, No.il 36A I Exp.Date 4c.Temporary Services or Feeders COT Business Tax or WIT Exp.Date Installation.alteration,or relocation 200 amps or less $50.00 2 Signature of Supr. Elec'n 201 ampto 400 amps $7500s 2 401 amps to 600 amps $100.00 ( Over600 amps to 1000 volts, License Nr 5 >�j Exp.Date ___ see"b"above. Phone N 4d.Branch Circuits New,alteration or extension per panel 2b. For owner installations: a) The fee for branch circuits with purchase of service or Print Owner's Name` feeder fee. .� �' T. Address �� Each branch circuit $5.00 2 b)The lee for branch circuits City State__ Zip. without purchase of Phone No. i. _._ servIce or feeder tee. First branch c;rcuil $35.00 2 The installation is being made on property I own which is not Fach additional branch circuit` $5.00 2 intended for sale, lease or rent. 4e.Miscellaneous (Service or feeder not Included) Owner's Signature (Service pump or irrigation circle $40 00 Each sign or outline lightlrg $40.00 2 3, Plan Review section (if required):' Signal circuits)ora limited energy panel,alteration or extension $40.00 Please check appropriate item and enter fee In section 5B. Minor Labels(10) $100.00--__ 4 r more residential units in one structure 411.Each additional inspection over ervice and feeder 225 amps or more the allowable In any of the above _. System over 600 volts nominal Pot inshrchun $35.00 Classifieo area or structure containing special occupancy Per hnur $55.00 _ r- as described in N.E.C.Chapter 5 In r Innr $55.00 J 6^ Submit'sets of plans with application where any of the above apply. Jam. Fees: Not required for temporary construction services. 51.Enter total of above fees $ - 71 T r rl' 51 b Surcharge(,05 X total fees) $ = - NOTICE subtotal $ 5b.Enter 25%of line 5a for o PERMITS 13ECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review if required(Sec 3) $ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTE7 WORK IS COMMENCED. Trust Account M� $ Total balance Due i trst5'rrrnr{nc�r n�� rrr a C'j G00 I C 000 ' �' I � O00000) O O') NoCOOO n �Cj U •'a. NOOd Nc0 N I� Ln Gl �., r7 � O r- .- O d y I �I �� II II II II II II II d .0 G r d b � 00� Ln oLn �- N Z7 C7 ?C o N p Z 0) W cD O J CO O N co w rn Lo 5 a) N Z OZ co z Ln O O r` v Q,\ O O m O ,C O a, m (� O X O O,— = I� Z (Y c- ~ Cid O ¢ 0 . W N C7 O Q) L O U V 0 a J /f J O L O In J < O O -C � N -0 Ln c J aj O O` O N ¢ Q Q ¢ ¢ Q c , U > a� O V (aj�\T b , -0 v -,7 UO U O O O O U O ¢ w 3 a� ov ¢ �- r O O O O O O Q NLLJ J N Ll- \ 1 N :D 0 O v U W V) (D O O OL O a- d d O t. r7 LLJU 00) O > * U > N Of I (n O 00 \ U LLJ \� Cai ¢ SON L U O ` O Ir Ln Q. W > a fir- O cn O O . C w / LeiOUpOOd' mw CN [if > O " CI n O (n Z Y ZO O f-- U O �. > Q _ Z C)f u l c�• 16. , LLJ d ami O v Z Mp O)rn ¢ 2 F -� wQd drn � 0 O 0 v I- .- Nn, 4Ln O 0 r March 9, 1999 WY OF TIGMD OREGON J.T. Roth Construction, Inc. 12600 SW 69"#200 Tigard, Oregon 97223 RE: Triangle Terrace 13UP#99-0068 12755 SW 69" (Shell Only) Your plans have been reviewed for compliance; the following items require your attention: Accessibility: ' The rescue assistance entrance door shall have one-hour fire-resistive construction. Provide details. OSSC, Section 1107.2.1. Accessible water-closet room doors shall be equipped with approved closures and latches. OSSC, ADAAG 25 (a). Provide details. 3. i Your latest revisions to the floor areas for accessible water-closet rooms do not 0 comply. Please review OSSC, ADAAG, figure 30(a-1). Provide details. Provide details for required accessible signage, complyir.; pith OSSC, Section l�t 1108.4.12. 5: Doors entering water-closet rooms and tenant floor space shall comply with gi��$KOSSC, ADAAG 25 (a) (note). Provide details. v Fire Life Safety: Your application states the proposed construction will be 5-1 hour,however,your construction detail does not indicate one-hour construction. Provide details. n_ H- W.Pla ctural., L 1) Provide an ICBO evaluation report and approval for the Dur-O-Wal D/A 431 seismic strap anchors. LLJ tD t Show joist sizing on the framing plans. 60f Providc deformation calculations. OSSC, Section 1633. Q l 13125 SW Holl Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 Page 2- Triangle Terrace Fire:6l�o��ta� t 1`� Provide a"Knox Box"on the exterior of the building near the main entrance. The box shall be sized to facilitate an elevator key. Please contact Mr. Eric McMullin, TVFD, 526-2469. Provide 3 sets of revised plans. If you have questions, please call me at 639-4171 x 392. Sincerely, R Bert Poskin, 0130 Senior Plans Examiner t� r Un l: J CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business line: 639-4171 BUP Date Requested / r//Lf(Q AM PM BLD Locationr + `VMr► Suite ' _ i M .► Contact Person ,St ` S I ��' S 7S PLM R �� Contractor_ I /W e,(7 Ph Q-�--+ C�� Ph SWR BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Access: Foundation FPS Ftg Drain SGN Craw Drain Inspection Notes: -- Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: Final PAS -PART FAIL --------- - - - - UMBING . PoSt&Beam -- --- ----�" -- __ Under Slab Top Out --- — --- Water Service Sanitary SewerFln - -- --._ ------- —_-. _ --- ---------- Ra' Drains T FAIL ME HANEAR, Rough In Gas Line - ---- - -- - - -_ ,-S,ampers P PART FAIL ELECTRICAL -- Service Rough In UG/Slab Low Voltage �— in Fire Alarm — ---- -- –- — ----— ------- --- — > (Final PASS PART FAIL SITE Backfill/Grading Sanitary Sewer -' Storm Drain [ ]Reinspection fee of$_ required )efore next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ]Please call for reinspection RE: _- _____-_ ^_ [ I Unable it) inspect- no access ADA _"�� Other Approach/Sidewalk Date Z �_inspector — / L�" Ext Other -]`-- Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 G BLIP Date Requested��- "�7 (AM PM BLD Location_ / 2 7)-j J l �. hu;i,! Suite MEC Contact Person /�f /`l�J� Phi '�l PLM Contractor Ph SWR BUILDING Tenant/Owner _ Retaining Wall ELR Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: Slab — SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing __- Firewall / Firs Sprinkler !_—�_-- Fire Alarm Susp'd Ceiling Roof Misc: -- — - Final PASS PART FAIL PLUMBING Post& Beam - —` — Under Slab Top Out Water Service Sanitary Sewer Rain Drains Final — PASS PART FAIL MECHANICAL Post&Beam -----__--- Rough In Gas Line ------------- Smoke Dampers Final -- - —�-.- - -- ---- --- -- r! PA89---ZART FAII ELECTRICAL -. - - ----- -�_----:---_r---------- ---------_---r-__-----_ __—� Service __ v Ruugh In UG/Slab Low Voltage g�larm r AS;i� PART FAIL 7AS.3 ~ S r Backfill/Grading — `'� Sanitary Sewer `3 Storm Drain [ ]Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd - Catch Basin [ ]Please call for reinspection RE _ [ I Unable to inspect-no access Fire Supply Line ADA 01-16 Approach/Sidewalk Date Inspector Ext —- Final PASS PART _tNLJ DO NOT REMOVE this inspection record from the job site. J CITYOF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM99-00058 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 6/18/99 SITE ADDRESS: 12755 SW 69TH AVE PARCEL: 2S101AD-02900 SUBDIVISION: WEST PORTLAND HEIGHTS ZONING: MUE BLOCK: LOT: 031 JURISDICTION: TIG CLASS OF WORK: ALT GARBAGE DISPOSALS: 0 MOBILE HOME SPACES: 0 TYPE OF USE: COM WASHING MACH: 0 BACKFLOW PREVNTRS: 0 OCCUPANCY GRP: B FLOOR DRAINS: 1 TRAPS: 0 STORIES: 0 WATER HEATERS: 1 CATCH BASINS: 0 FIXTURES LAUNDRY TRAYS: 0 SF RAIN DRAINS: 0 SINKS: 0 URINALS: 2 GREASE TRAPS: 0 LAVATORIES: 8 OTHER FIXTURES: 1 TUB/SHOWERS: 0 SEWER LINE: 100 ft WATER CLOSETS: 2-4--_7 WATER LINE: 100 ft DISHWASHERS: 0 RAIN DRAIN: 100 ft Remarks: Plumbing for a new 2 story office building. FEES Owner: Type By Date Amount Receipt PRMT BON 6/18/99 $261.00 99-316253 PLCK BON 6/18/99 $65.25 99-3,;9253 5PCT BON 6/18/99 $13.05 99-316253 Phone 1: Total $339.30 Contractor ACI MECHANICAL 12300 SW 69TH AVE FIGARD, OR 97223 REQUIRED INSPECTIONS Phone 1: 598-4798 Water Line Insp Water Service Insp Reg #: Underfloor/Underslab Top-out Insp Storm Drain Insp Crawl Dain Rain Drain Insp RP/Backflow Preventer ORIGIN'n LFinal Inspection 1' This permit is issued subject to the regulations contained in the Tiga,d Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987. Issued By: c-- -- Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed t e next bus es:,day t>•s CITY OF TIGARD Plumbing Permit Application Plan Check# -7- 13125 SW HALL BLVD. Commercial and Residential Recd By A4,q TIGARD, OR 97223 Date Recd (503) 639-4171 Date - Print or Type Date to DST Incomplete or illegible applications will not be accepted Permit#R4_4 Related SWR Called I F1 3 3I Name of Development/Project �_- FIXTURES (individual) QTY PRICE AMT Job Triangle Terrace Sink 9.00 Address Street Address Suite Lavatory 9.00 12755 SW 69th Tub or Tub/Shower Comb. 9.00 Bldg# City/State Zi Shower Only 9.00 _ Tigard, OR 9/223 Name Water Closet - 6 9.00 54.0 J.T. Roth, Jr. & Theresa Roth Dishwasher 9.00 Owner Mailing Address Su,3 Garbage Disposal 9.00 12600 SW12-nd Ave 200 Washing Machine 9,00 City/Stale Zip Phone Floor Drain/Floor Sink z° 9.00 Tigard, OR 97223 639-2639 Name 3" 9.00 4" 900 ! Occupant Mailing Address - _ Suite Water Heater O conversion O like kind 1 9.00 9.0 0, Gas piping requires a separate mechanical permit City/State Zip Phone Laundry Room Tray 9.00 ----__-_- --_.. Urinal 2 9.00 18.00 Name A.C.I. Mechan'cal Other Fixtures(Specify) 9.00 -- Contractor Mailing Address Suite drinking fountain 1 9.00 12300 SW 69th 900 Prior toermit Cit /State ZI Phone P Y P Sewer-1st 100' 30.00 issuance,a copy Tiqard,nr q7221 j6qR_47cIRSewer-each additional 100' 25.00 of all licenses are Oregon Const.Cont.Board Llc# Exp.Date required if 68338 8-2-99 Water Service•1st 100' 1 30.00 0 expired In COT Plumb,ng Lic.# Exp Date Water Service-each additional 200' 25.00 database - -30-99 Storm&Rain Drain-1st 100' 1 30.00 30.00 Name Storm&Rain Drain-each additional 100' 25.00 Architect Rowell Engineering Mobile Home Space 25.00 or Mailin Address Suite Commercial Back Flow Prevention Device or Anli- 25.00 45 SSE 102nd Avenue Pollution Device Engineer City/State Zip Phone Residential Backflow Prevention Device' 15.00 Portland, OR 97216 254-6292 (Irrigation timing devices require a separate Describe work to be done: rostrct^a clergy permit) _ New (1t Repair O Replace with like kind Yes O No O Any Trap or Waste Not Connected to a Fixture 9.00 Residential O Commercial O Catch Basin 9.00 Additional description of work, Insp of Existing Plumbing 40.00 per/hr Specially Requested Inspections 40.00 per/hr _ Are you capping, moving or replacing any fixtures? Rain Drain,single family dwelling i 30.00 ' Yes O No 119 Grease Traps 9.00 If yes, see back of fort" to indicate work performed by QUANTITY TOTAL fixture. FAILURE TO ACCURATELY REPORT FIATURE Isometric.or riser dingram is fPquved d Quantity Total is >9 22 F-- WORK COULD RESULT IN INCREASED SEWER FEES. "SUBTOTAL ~r I hereby acknowledge that I have read this application,that the information _ given Is torr , hat I am the owner o, authorized agent of the owner,and 5%SURCHARGE that plans ubmi e a in compliance with Oregon State Laws I� Sign ! O� rl gent Date **PLAN REVIEW 25% OF SUBTOTAL Required only it fixture gly total is�9 _ 5 _ L TOTAL to rson me Phone 3 6. l� Tim �tOth 639-2639 'Minimum permit fee is$25 4 5%surcharge,except Residential Backfl w Prevention Device.which is$15+ 5%s Ircharge -All Now Commercial Buildings requii>plans with isometric or riser diagram and plan review I tdststformslplumaop doc 101291H PLEASE COMPLETE: Fixture Type Quantity by Work Performed - _ Ni Moved Replaced Removed/Capped Sink Lavatory _Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher _ Garbage Disposal Washing Machine Floor Drain/Floor Sink 2" Water Heater — - ��---------- — --- —---- Laundry Room Tray Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: CA V tjl I tdstsVormslplumepp doc 10129190 vA' h„ l I � r . L V r , r vTR I r i LV r i r e t Two 2 WAY i � I i L C.O• v 3" r vTR• '� r vTQ ' f 3 i ;Z �R t IF�4 f LV I '� Irl n r l^'tJ 2 Cy roved. CIT OF TIGARD . ...... GlC- CJ�� F r mINY Approved.. [ [; Z Z��i vrR F .. uvilT No . 0 as described in.................... [ [; See Letter Oa s a� t t .' �I�• t0: rUIIOLv . . ... . . WG Alla. , /2 Jab Address: .. ............... ._ dF Y. J W z / LL1 r J ky�fS 7-6 Cf�' /7 KTU,FE vbu�.3 i7arrlL �O . r r 3/y r T�re TCR 43 F u, �� I 'z W,M• f2 R. C. 1-111' r W c ram "CIT QF TIGARD Arr�r':JvPd }banally APPO',"(,, +.........., cc L� 1�iE W"r Llf Job Addre, .1. By NB T-}r,4/CAL fz ao.0 SFS v��Ts Tare. IIcumulativetC� IcSewer Tally Tenant Name: This SWR Address: 1'-7-777 6W FTW This PLM#: 019 Fixture Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Capped off value added# added #s total Count off#s count value values Baptistry/Font 4 Bath -Tub/Shower 4 -Ja^uzzi/Whiripool 4 Car Wash - Each Stall 6 - Drive Through 16 _Cuspidor/Water Aspirator 1 Dishwasher-Commercial _ 4 - Domestic _ 2 Drinking Fountain Eye Wash 1 _Floor Drain/sink-2 inch 2 3 inch 5 ) �j 4 inch 6 _ Car Wash Drn 6 Garbage Disposal 16 Domestic(to 3/4 HP) Commercial (to 5 HP) 32 Industrial (over 5 HP) 48 Ice Machine/Refrigerator Drains 1 Oil Sep(Gas Station) _ 6 Rec. Vehicle Dump Station 16 Shower- Gang (Per Head) _ 1 - Stall Sink - Bar/Lavatory 2 j Bradley _ 5 _ Commercial 3 Service 3 Swimming Pool Filter 1 Washer- Clothes 6 Water Extractor _ 6 Water Closet-Toilet 6 L02 Urinal _ 6 TOTALS Ln � Total fixture values divided by 16 _EDU J c? HISTORY Uj PLM# EDU# SWR# PLM# EDU# SWR# PLM_# _ EDU# SWR# PLM#_ EDU# SWR# _PLM#' EDU# S_WR# _ PLM# EDU# SWR#_ PLM# EDU# SWR# PLM# EDU# SWR# i�dstslswrtaly doc CITY OF TIGARD OREGON 'At A"ov S� oz2> si.✓�C /yyy. c7�zzL �� firW 1107oe 77,��3o' A�'nl,,irrf df_ r�� 5?41�411 60 /71 AM,, 4e-e.' 114-Yee sg CFS via,Q Zh 5-*to IJ-4 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD (503)684-2772 31;'05/2000 16: 28 503-653-9x93 COMPASS ENGINEEFING PAGE 02 N COMPAAQQ ENGINEERING W E ENGINEERING — SURVEYING — PLANNING s 6564 S.E. LAKE ROAD (503)653-9093 II mil-WAUKIE, OREGON 97222 FAX (503) 653-9093 December 16, 1999 Mr. Brian Rager, P.E. City of Tigard 014 13125 SW Hall Blvd. Tigard, Oregon 97223 �` O _ RF. o►Storm Drainage Verification n 1, T?S, R1 W wool,"" pOWWM�"' Dear Mr. Rager, Compass staff has been to the proje:t site on December 14 and 15, 1999. On the first visit we discussed with the owner the need to make minor corrections to the storm water facility. The follow up visit revealed that corrections have been made. Our site visit reveals that the facility is in conformance with the design drawings, The outlet structure appears to be constructed per the plans. If you have any questions or require additional information, please contact our office. inc re . Bruce D. Goldson, Y.E. aDGirtve ;y N\CLFR\FNALlWarkinRU 2.494236 Dee !(i.dc_ G c David Jensen.IT Rnth Construction �l LAI LO L � C �/ t Main Office Branch Office PO Box 23814 4060 Hudson Ave. Inc. Tigard, OR 97281 Salem, OR 97301 rlson Testing, 1 Phone(503)684-3460 Prone(503)589-1252 Fax#(503)684-0954 Fax#(503)589-130A August 24, 1998 Job No. 98-G1727 ' Tim Roth J.T. Roth Construction, Inc. 12600 SW 72nd Ave., Suite 200 Tigard, Oregon 97223 FOUNDATION INVESTIGATION COMMERCIAL BUILDING SITE 12755 SW 69TH AVENUE TIGARD, OREGON tThis report presents the results of our foundation investi1lation for the proposed building site at 12 '55 SW 69th Avenue, a commercial development property in the City of Tigard, Washington County, Oregon. The pug )ose of our investigation was to evaluate geotechnical soil conditions at the tea. and provide recommendation.! for prudent development. Our work was performer in accordance with our proposal letter (No. P0752), dated July 27, 1998. BACKGROUND Pro*ect_Information Location - The site is located at 12755 SW 69th Avenue in Tigard, Oregon (see Figure 1). ' Owner - Mr. J.T. Roth - address -`,ove Jurisdictional Agencv - City .-)f Tigard Site Descri tion The site is northeast of the intersection of SW 72nd Avenue and Highway 217 and is a gently sloping site that has been occupied by a private residence over the years. The subject property is a roughly 0.9-acre, rectangular-shaped site with slopes on the property declining toward the west at approximately 3% grade. The site has an unoccupied house located in the east cental portion of the property, and an abandoned storage building is located adjacent to the south property boundary. Proposed Censtruction t The proposed site construction will consist of a two-story commercial/industrial unit with associated parking and driveways. The building is expected to have a slab-on-grade floor in combination with a shallow --pread footing foundation. We assume that standard underground utilities (sewer, water, electricity, cable, gas, telephone) are included in the construction plan. No grading, utility, or foundation plans have been provided for review. 1 CTI #98-G 1727 12755 SW 69th Ave. Page 2 GEOLOGIC CONDITIONS General 1 Based on our review of the Lake Oswego Quadrangle Geologic Map (USGS Open-File Report 0-90-2), the site is underlain by Quarternary flood deposits (Off). These soils are generally ' comprised of .;alts, fine sands, and clays. From our field explorations, the soils encountered at the site conform to the geologic descriptions. The depth of the flood deposits is estimated to be at least 30 feet, and we anticipate the depth to basement rock to be approximately ' 450 feet. The formations between the basement rock and the near surface flood deposits are expected to be Sandy River Mudstone clays and silts and the sandy conglomerates of the Troutdale Formation. Structure O Based on a review of available geologic mapping; an east-west trending fault is shown approximately 1 .8 miles south of the site, and another northwest-trending fault is mapper; about 0.5 miles northeast of the site. These faults are inferred on the basis of subsurface data from water well logs. Th9re is no evidence to suggest that these faults, or other nearby faults, are still active. EARTHQUAKE SOURCES P ND SEISMIC RISK t Local The Portland Hills fault zone (Madin, 1990), is located approximately 4 miles northeast of the site. It includes a series of northwest-trending subsurface faults that extend for a distance of about 65 miles along the eastern margin of the Portland Hills. This fault zone is considered to be the boundary fault on the western margin of the Portland Basin. None of the major faults have been shown to cut Holocene deposits (10,000 years). The fault zone is not defined by historical seismicity or associated with any medium- to large-magnitude earthquakes. Although there is no definite evidence for activity for the Portland Hills fault zone, the zone is judged to be potentially active with a relative high probability (0.7) on the ' basis of possible deformation of late Pleistocene sediment (inferred from subsurface sediment thickness data), Gecmatrix, 1995. ' The Gales Creek Fault is located approximately 14 miles southwest of the site. No ,J seismicity Inas been recorded along the trend of the Gales Creek Fault; however, a small probability of activity is assigned to the structure because it is aligned along a northward projection of an active fault zone (the Mount Angel Fault) further to the southeast (Ceomatrix, 1995). LL Re Tonal ' In western Washington and Oregon, the most likely sources of earthquakes appear to be 1) shallow, moderate intensity earthquakes within ,lip North American Plate; 2) somewhat deeper, moderately large earthquakes in the subducting Juan de Fuca Plate, and 3) CT; #98-G 1727 12755 SW 69th Ave. Page 3 potentially great earthquakes along the Cascadia Subduction Zone (the contact between the two plates). ' A max'mum credible earthquake of magnitude 6'/2 for the North American Plate of western Oregon is inferred by Couch and Deacon (1972), with a recurrence frequency of about 130 years. Deeper intraplate earthquakes (deeper than 30 km) have mostly occurred where the Juan de Fuca Plate is bending; either where the dip steepens, or where the plate is buckled (Rogers, 1983). Gravity data (Dehlinger et. al, 1970) indicate ti ie bend occurs beneath the east flank of the Coast Range. Thus the most likely location for a deep intraplate earthquake is along the western edge of the Willamette Valley. The recommended design earthquake for this event would have a magnitude of 7Y2. ' No subduction earthquakes have occurred during historic times; hov,:fiver, geologic evidence available is interpreted as indicative that the great earthquakes (magnitude 9'/z) have occurred in recent prehistoric times. Such events appear to have occurred infrequently, 1 about every 600 years on the average. The best estimates indicat^ that the last great earthquake occurred 300 years ago (Yamaguchi et. al., 1989). ' Otner studies indicate that the most likely seismic risks in western Oregon and Washington over the next 100 years are from moderate sized, shallow earthquakes in the North American plate. These studies indicate that earthquakes similar to historic events in the Puget Sound area (magnitude 61/2 to 71/2) could occur nearly anywhere in western Oregon or Washington. Such an event may have recurrence intervals on the order of 100 to 200 years. Liquefaction ' The greatest potential seismic hazard in the Willamette River Basin is from soil liquefaction. Liquefaction typically depends on various factors which include soil type, the strength and duration of local ground shaking, hydraulic conditions at the site, and the thickness and ' seismic velocity profile of the sediment column at the site (Madin, 1990). If liquefactio, occurs during a seismic event, it can produce damaging secondary effects such as lateral spreading, sand boils, ground rupture, and seismic-induced settlement. Liquefaction potential and seismic design requirements are addressed in the Conclusions and Recommendations section of this report. FIELD EXPLORATIONS AND TESTING A general description of the field exp!oration procedures and the logs of the test pits are presented in Appendix A. Four of the five test pits were located in the central and northeast portions of the building site where construction of the proposed commercial building is planned. An additional test pit was excavated in the soc'thwest portion of the site allowing 1, for an overall drainage assessment for the property. 1 CTI #98-G 1727 12755 SW 69th Ave. ' Page 4 SUBSURFACE CONDITIONS Five test pits were excavated on July 28, 1998. The test pits penetrated the native soils at ' depths ranging from 1 to 4 feet below the ground surface. Topsoil and/or fill were overlying the native soi,.;. The depth of topsoil ranged from 0 to 1 foot, and the fill depth ranged from 0 to 4 feet. Organic debris and rock fragments occurring in the fill suggest that the subject site was previously used for disposal of unusable foundation soils, possibly from developed properties within the vicinity. Below the topsoil and fill native soils consisted of a stiff, brown, clayey SILT with occasional orange and black staining. The soils transitioned to coarse grained SILT at approximately 8 feet depth with the exception of TP-4 . Native soils were encountered at four feet in excavation TP-4 and consisted of dark gray, clayey silt with pockets of soft, organic, clayey silt. Groundwater 1 Groundwater was encountered at approximately 9.5 feet in test pit TP-3. The test pit accumulated about 2 inches of standing water after one half hour had elapsed. ' CONCLUSIONS AND RECOMMENDATIONS ' The existing fill is not considered suitable for the support of shallow spread footings due to the occurrence of organic matter and miGcellaneous debris encountered during our field investigation. Documentation for placement of the old fill was not available. 1 It is our opinion that the proposed construction is geotechnically feasible provided that the recommendations of this report be incorporated into the design and construction of the project. It is anticipated that any site grading will be minor and will be engineered as ' defined by the UBC. To provide the level of documentation specified in the UBC for placement of engineered fill, daily observation and testing during stripping and rough grading operations is usually required. The contractor should be held contractually responsible for scheduling, frequency, and Ac reptance of the proper inspections. Site Proration All areas to be graded should first be cleared of vegetation, debris, topsoil, and old fill. Cleared materials should be removed from the site, The estimated average depth of topsoil removal is 12 inches in the east area of the property. Once a fill area is stripped, the area should be ripped to a depth of at least 12 inches, moisture conditioned and compacted prior to commencement of filling. These procedures for preparation of a fill area also pertain to areas of existing fill. Stripped topsoil_should be stockpiled ons in designated areas and LD stripping operations should be observed and documented by the Soil Engineer or his representative. ' All existing fill must be removed from the building foundation area, to the depth of native subsoil, and then replaced and compacted before spread footing construction begins. r CTI X198-G 1727 12755 SW 69th Ave. Page 5 Engineered Fill All fill placement should be performed in accordance with Appendix Chapter 33 of the UBC, with the exceptions and additions noted herein. Any imported material should be approved by the Soil Engineer prior to arrival on site. Engineei ed fill should be placed in horizontal lifts not exceeding 12 inches (uncompacted) and compacted using appropriate equipment. A minimum of 90 percent of the maximum dry deiiaity obtained from the AASHTO T-180 or equivalent method is recommended for engineered fill placed rough grading operations. Field density testing should conform to ASTM D2922 and D3017, or D1556. All engineered fill ' should be observed and tested by the Soil Engineer's representative. apically, a density test is performed for every vertical foot of fill placed or every 500 yd 3 of earthwork performed, whichever requires more testing. The contractor should be contractually held responsible for test scheduling and frequency, if services are provided on an on-call basis. Earthwork is generally performed in the summer me oths, generally from mid-June to mid- October, when warm dry weather is available for proper moisture conditioning of soils. Earthwork performed during the wet winter-spring seasons will probably require expensive measures such as cement treatment or imported granular fill to place and sufficiently compact engineered fill. Foundations ' Spread footing design and construction should conform to Chapter 18 of the 1994 Uniform Building Code (UBC). The recommended minimum widths for continuous wall and pad footings is 15 and 24 inches, respectively. We estimate that an allowable bearing capacity for engineered fill of 2,000 Ib/ft 2 may be used fo- spread footing design. The bearing pressure may be increased by 33 percent for short duration loads, such as wind and seismic. The coefficient of friction between the on-site soil and poured-in-place concrete should be taken as 0.30. The maximum anticipated total and differential footing movements (generally from soil expansion and/or settlement) are 1 inch and '/2 inch over a span of 20 feet, respectively. Site Liquefaction Potential/ Seismic Design B,-sed on our review of the available geologic maps (Beaverton and Lake Oswego quadrangles of the Earthquake Hazard Geology Maps of the Portland Metropolitan Area, V) , Oregon; DOGAMI Open Fil- Report 0-90-2., 1990) and nearby site explorations, the depth of the Quaternary flood deposits (Off) is at least 30 feet and consists of silts, clays and fine- ~ ' grained sands. m Some perched water was observed in the test pits; however, the fine-grained nature of the `1J fill soil and the sporadic occurrence of water indicates that the fill is not susceptible to liquefaction. Cour site data and experience in the immeoiate area has indicated that the Off deposits in the vicinity of the site are generally medium dense sandy silt with an average ' shear wave velocity of 1,000 feet/second. It is our opinion that this site has a very low potential for damaging ground effects to occur from liquefaction. The upper fill materials are CTI 1198-G 1727 12755 SW 69th Ave. ' Page 6 susceptible to slope failure from ground motions or excessive static loading, such as frorn water infiltration or building loads. The site is located in UBC Seismic Zone 3. We consider the site soil profile is best modeled as an Sz (1994 UBC classification) with and associated S factor equal to 1.2. The seismic classifications, according to 1997 UBC have riot yet been adopted, but may be implemented by the time this project is designed. According to the 1997 UBC classification,the site soil profile is best modeled as an So with seismic coefficients C, and C„ equal to 0.36 and 0.54, respectively. ' Slabs-on-grade ' The organic topsoil and/or loose surface soil should be removed beneath slag and concrete flatwork areas. Overexcavation depths beneath structural slabs should be at least 12 inches below present grade. The underslab base rock course should consist of 1 '/2"-0 and/or 3/4"-0 crushed aggregate base with no more than 7% fines. The total thickness of this layer of crushed aggregate may be dependent on the subgrade conditions at the time of construction and should be reviewed by proof-rolling. The minimum required aggregate thickness is 9 inches and we expect that at least 12 inches of aggregate will be required during wet weather to stabilize the subgrade and provide adequate separation between the slab and accumulated water The use of a vapor barrier, concrete admixtures, or slab surface sealant ' should be decided by the designer, based on his/her experience. Drainage Surface water drainage should be directed away from the future structure, and roofdrain water should be carried to an appropriate storm drain system. Based on our observations ' and testing, native soils are not suitable for in-ground storm water disposal. Utilities ' All deep excavations and shoring should conform to OSHA regulations (29 CFR Part 1926). It is our opinion that the majority of the near-surface site soils are OSHA "Type B" soils when dry and "Type C" soil when seepage is present. Only minor seepage was encountered d-aing our field investigation. a walls of te,npo:_,ry co-istruction trenches are expected to sterid nearly vertical, with only minor sloughing, to a maximum depth o' 4 feet from construction grade. Un PVC pipe should be installed in accordance with ASTM D2321 procedures. Initial backfill lift thickness for a N"-Ci crushed aggregate base may need to be as great as 4 feet to reduce ' the risk of flattening flexible pipe. w We recommend that structural trench backfill be compacted to a minimum of 90 percent of LD the maximum dry density obtained from AASHTO T-180, or equivalent. Typically, density tests for each fill lift are taken for every 100 lineal feet of trench backrill. Lift thicknesses should not exceed 12 inches, except if manufactured granular material i:; used for trench ' backfill, then the lifts for large vibrating plate-type compaction equipment (e.g. hoe compactor attachments) may be Taken as great as 2 feet, provided proper compaction is being achieved and tested at each lift, as feasible. CTI #98-G1727 12755 SW 69th Ave. Page 7 Retaining Walls The equivalent fluid densities for the design of retaining walls are presented below for the ' existing native material. The densities assume thr,t adequate drainage, such that no hydrostatic pressures are realized behind the wall, is provided. OTa:'_',-E 1: RECOMMENDED EQUIVALENT FLUID DENSITIES FOR LATERAL EARTH PRESSURES E(IUIVALENT FLUID DENSITIES rlb/ft3) Unrestrained Wall Restrained Wall TYPE eLevel Profile _ Level Profile Active Pressure 45 1 At-rest Pressure i - _ 65 Passive Pressure* 390 - �_ - —- - —J * The upper 0.5 foot should be ignored for passive resistance The effect of live loads on lateral pressures has not been included. e A drain should he placed behind the base of all walls. Wall drains should consist of a minimum 3-inch-diameter, perforated or slotted plastic pipe enveloped in a minimum of 2 ft 3 per linear foot of drain rock wrapped with Amoco 4545 geofabric filter or equivalent. A minimum of one-half percent fall should be maintained throughout the drain and non- perforated pipe outlet. Retaining wall backfill supporting walkways, concrete slabs, and other structures should be compacted to at least 90 percent of the maximum density obtainable by ASTM Method D1557. Typical Pavement Section ' After stripping of the organic topsoil layer, preparation of the pavement subgrade should consist of cutting to grade, and ripping and reccmpacting the existing soils to s depth of 12 inches. CTI recommends proof-rolling directly on the subgrade with a loaded 10 yard dump- truck during Jry weather to assess the presencr, of soft areas. Soft areas which rut, pump, or weave should be stabilized prior to paving. Typically, subgrade, base course, and asphalt compaction testing is performed at every 200 lineal feet of paving. ' A representative sample from TP-5 at 2 foot 6 inches depth was collected for laboratory California Bearing Ratio (CBR) testing. The maximum dry density (110.9 pcf) of the sample was determined and the sample was remolded to approximately 90% of that dry density prior to testing. The CBR value of the soil is 3.8, which correlates to a subgrade resilient modulus (M,) = 5,700 Ib int. The pavement design was performed in general accordance 1 CTI #98-G 1727 12755 SW 69th Ave. Page 8 with the methods prescribed by the Crushed Base Equivalent method for a flexible pavement design. A Traffic Coefficient (TC) of 5 for driveways and 4 for parking areas has been assumed. The recommended dry weather pavement section is presented in the following Table 2: TABLE 2: PAVEMENT DESIGN STRUCTURAL SECTION - DRY WEATHER CONDITIONS ' RecommendedRecommended Recommended Material Layer Minimum Minimum Compaction Layer T hickness for l_ /er Thickness for Test Standard OParking Areas Driveways (in.) (in.) Asphaltic 2.5 3 91 % of Rice Concrete(AC) density AASHTO T-209 Crushed Aggregate 2 2 95% of Modified Base Top Course Proctor or 3/4"-0 AASHTO T-180 Crushed Aggregate 6 8 95% of Modified Base 1 '/2"-0 Proctor or AASHTO T_180 ' We prefer that pavement sections be constructed during the dry-weather season; however, if construction schedules dictate—paving durinawinter_orspring, site specific conditions should be reviewed by the Geotechnical Engin,er_ Typically, an additional 6 inches of base ' rock and woven geotextile is necessary for wet weather paving. LIMITATIONS ' The earthwork and foundation installation should be performed in general accordance with the City of Tigard and Washington County standards as well as the site-specific ' recommendations in this report. n " This report was prepared solely for the Owner and Engineer/Architect fc the design of the ►— ' project. We encourage its review b , bidders and/or the Contractor as 4 relates to factual data only (test pits and laboratory Jata). The opinions and recommendations contained within the report are not intended to be nor should they be construed to represent a ;n warranty of subsurface conditions but are forwarded to assist in the planning and design process. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. r t CTI #98-G 1727 12755 SW 69th Ave. Page 9 We would be pleased to provide input, as necessary, if addit;onal informa:ion is obtained or if site conditions and'or development plans change. Please contact 'Lhe undersigned if you have any questions regarding this report. Sincerely, A CARLSON TESTING, INC. F'ROFfs �NGINE'fR s/0 14743 r—1 ' OREGON / (/ qN 2 3. J9an�. ,,J ery.P. Lulich James D. Imbrie, P.E., C.E.G. Engineering Associate Principal Engineer a ' K F- N h- J co LO 11 r