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13701 13707 13727 SW PACIFIC HIGHWAY /GYyG' H 7 C71TDC[ p\1 FE K IE Pj\[-/J Lt I I - - _ --- - ---- Q/►- CABINE • (INT IL.LUM� PrP ' L C1 Q(--: � (EXE-RUDED/ALUM WHITE FAGS - FLAT/YV',+ITF- r �_ ACRYLIC, i---, rn D \V-Id I k1' - COPY - P5V/ BLACK/ HEI-VETICIA 120% DIVIDER STRIPS PSV) RFD I-F(Ln) MR FE r_ r-- �J\ 1�3 a r� LJ (--- ��.1 r• C .n LLUG�CO)CQ')!15 19 ��-- - -- ----- - _z I \A�Ll rD 00 9 " P1 PE (.3 7. WALL, TH1c, POIN-T UP (2'-O" 5i,EEVE TO • &" 0 PIPE - -----_ _ - - ---- ----- FM3/M-T - POLE/COVER (TEXCOTE) PT. WHITE SII ,I G � I i� r' � 11� GRADE I i I I i i I I I I PIPE (.,132 WALL I I d I I I I i I I D � tA1 o p I j I I I I I 0 X 13 p I I I I I I Z r I z I I I { l J r, I LTI r m 1' A (�1 Lo f T R) 1 ()J. „ (:)7. ^i SW F'ACI I F:I C HWY 1. OF �F � � ' .mow « ,�. :., •• _ 77'1171 . IF THIS DOCUMENT IS LESS ' I 'I 'I illlill 1 111f.•, f �, lllll III ! IIIIIII p,111 ! 1111111111p II1�1 1 T�T�T�f IIII111 l�ljlll LIIII I� IIIIIII I�1 'f :1�1.11�fi. f�lllll IIIIIII , II OCTOBER 2�i 1993 LEGIBLE THAN THIS NOTATION, I 1 L � � 4 I I I IT IS DUE TO THE QUALITY OF THE ORIGINAL. DOCUMENT. - -� - -- -- - - -- - - -- - �o� 8Z 8Z I LZ 9Z �Z 6Z F�i �Z IZ OZ I (ii 18�I Gt T91111 T18L1� E Z T�ll!Illlli Illl�llll Illlllll�llli IIII�IUI 1111�1111 Illfi��!I I!II�II11 II!1�1111111111111111111IIII�II' ll�lllllll lll�hllll i. 1� 45tWE•�• Arlt �aEitit=�� I PRO. CT A>>( t. - INFFaV�1�r f'►.AN� Foy r JI NOTES: UTILITY 1 L 1 T Y NOTES: G1g " A r v��vtr ,ae� cAPT_,UN GENERAL ��TPU� 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPLORA110NS AHEAD OF HIS WORK 1, ALL STORM LINES AND ROOF DRAINS 6-INCH P.V.C. WITH MIN-AM 21 S'OPE, Q ' O X �N K N k- NC�t> Gtll� AcWANGE WAtZf�IINc:. 12 METAL PIPE TO DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES OR OTHER UNLESS OTHERWISE NOTED, -` iNSTAL_t_IfV �Y INV 261.51 I Arr&H 0�1r1 , j''�' DATE •Z c� n4r� FEATURES WHICH MIGHT INTERFERE WITH CONSTRUCTION, WHEN UTILITIES OR 2 ALL STORM AND SANITARY P.V.C. PIPE SHALL CONFORM TO ASTM D 3034, �i N �-- - ------� - OTHER FEATURES ARE ENCOUNTERED, IT SHALL BE THE CONTRACTORS SIM 254.lc`T RESPONSIBILITY 10 SUPPORT AND/OR PROTECT THESE ITEMS DURING CONSTRUCTION SDR 35, tE 1N 25Q.-4o h� I.�.lh.r'r Z1912.20 S� c•I, SO AS TO NOT 1"TERRUPT SERVICE. NECESSARY ARRANGEr',ENTS SHALL BE MADE 3, ALL PIPE BEDDING AND TRENCH BACKFILL SHALL BE PEP. THE TRENCH DETAIL, � � WITH UTILITY COMPANIES FOR MOVING OR MAINTAINING THEIR RESPECTIVE Ar FM t'IANHD�� (48 �T "a' SERVICES AS REQUIRED. CONTRACTOR MUST COMPLY WITh O.R.S. 757,541 TO � fP'1 2�?.W / ? �p X REVISIONS O.R.S. P,7,511 (Rf : Ui1L11Y LOCATION. ETC.), 1•f� IN (h) 2`�'�.<� 2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE I•E OUT' VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. `L gas INCL 'A AL-L SEPTIC, TANkh �7HAL.I� BB PUM PED OUT ANL? v ��^� �?�� I�AWZIGAC } 2 2.:3 v• I ?. THE ENGINLER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE LCSIGN AND FILLED WITH SAND OEC [�R�.VEI�. LnCATI�N OF �� y' 1' 1r y 'Y, '( "Y Gj�` + + �Ter.1DOF CONSTRUCTION REVIEW SERVICES RELATING 10 THE CONTRACTOR'S SAFETY `r h' WA(�G ('y hEF'TIG- TANIL�j E; UNAVAJLAP7LE TI-i6 Gr�,�AGTa� fS 256 h• 7 () PRECAUTIONS OR TO MEANS, METHODS, TECHNIWUES, SEQUEUCES OR PROCEDURES 254'0 • X Oji-1/.L� NST t F''( -i}-LE i'�l1ll��lNG� �f ART Nl6t.IT Yh � ..-..--,•- _ . _ l ., k' REQUIRED FOR THE CONTRACTOR 10 PERFORM HIS WORK, IfJhPEL1T THE FII_L.Ii,JU OPL K•�MDVAL_ of AL-L h6FTI!_ Ti,NKh. $'ND. `5/8" IR F � ��•�... _ �oav ref ��sp.v ' t Eb �\ CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING �� + 2 +� - -- - - __- - - t CONSTRUCTION, CITY STREET OPENING PERMIT IS REQUIRED FOR WORK WITHIN GA. -1�,L, " P� -«- ..� ,� 1 `� �fZ TAf- �0 - �c•�P �:• � � .��ll- --Gam'Ca - , ' , 2 �` �- \ � S,W, NATKI14S AVENUE. STATE oiGHWAY DIVISION PERMIT IS REQUIRED FOR WORK I� 1 25�. 7 + •` �[ � '-'- WITHIN S.W. PACIFIC HIGHWAY, �% s �� 255'2 �\ go h 1 `i 2N.C) i/ X ;- yid I;YT i1 F:-,-r f'tJD 9EWGR FLAN C7 THE CONTRACTOR SHALL DEVELOP Alli- MAKE ALL DETAILED SURVEYS NECESSARY FUR -<' �a - ' 2`i ' jq � ,� �j� f FDS GJAI�lrFi�uV,t�� FLAN AND S� �'_•�... � � 254.x.4 CONSTRUCTION TU ASSURE COMPLIArdE WITH THE INTENT OF THE DESCRIBED WORK. \ . ��H (SIN t TRAFFIC CONIROL SNAIL BE PROVIDED FOR BY 0 U RIM 257.5c7 -� If= h ' X E, THE CONTRACTOR AT ALL TIMES SHALL OBSERVE AND COMPLY WI1H ALL FEDERAL, ! + #� �-� �""`�� • THE CONTRACTOR; THE SIkLE1 SHALL. NOT BE If✓ Z35.5D �� -- Z '�y k"�-, 1 _ -�.: 12 CCP `•IN•u--._. STATE AND LOCAL LAWS, ORDINANCES AND REGULATIONS IN ANY MANNER AFFECTING CLOSED TO TRAFFIC. ADVANCE WARNING SIGNS, � `Sip` � *611 `AQ �'"�" `� 255.61 THE CONDUCT OR SAFETY OF THE WORK, CHANNELING DEVICES AND FLAGMAN SHALL BE �f S �� `f lice WA-M42 �� 413i �' % (v h�• --''�� ti�== r 1 ��P PRUViDED IW ACCORDANCE WITH PART V1 OF THE ^ [YIETCR�'� y V`' V T^�Ty" - � ` , ALL MATERIALS AND INSTALLATION SHALL COMPLY WITH CITY OF TIGARD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 4Q' 2 � \,� �� _ �'� ,� �F•!(�s ►I IU� STANDARDS, NOTIFY CITY INSPECTOR (503) 639-4111 24 HOURS BEFORE FOR STREETS 8 H t,,IWAYS, U.S. DEPARTMENT OF r WO �, STARTING RK. 1RA14SPORiATION F,H,A, SIM 2S0.bti J `� Z cc ' \ OS t, ONE AS-BUILT MY'I.AR ILLUSTRATING All PUBLIC IMPROVEMENTS SHALL BE ALL DEVICES AILD FLAGMEN SHALL BE IN PLACE ) �s� )'Z� �``` ° N .� �� ,� ,�'� - - - - -...-- PROVIDED TO THE CJTY BY THE ENGINFFR. /� � � / / ,� r CI = 2$6.$ + �,. �.. � .•,�`` } � � r�..,.,'.� �W / PRIOR TO STARTING WORK. 3 tp w\ C.0,sI 'CT�'� �� Gj1 Sc9 •19 n -� s ■ + �� h - ��- 0 �P�� h�`L'S-- �/ GRADING NOTES: 4� � �o.� �, gr`�. ;�►• � ��` � �Ul 1 CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE iS COMPLETE, AND 24 59 56 `-- HOURS PRIOR TO PLACEMENT OF ROCK-BASE MATERIAL AND 24 HOURS PRIOR TO Ilk FiNAL PAVING FOP. AN INSPECTION OF THE WORK, FAILURE TO DO SO WILL MAKE V' I II'`+� C/ RLYWOUD ,4 �'•.�"�- p• `Z':' �Z59-T oo p► r r _. `S SIGfV D,• �. `". Exl�r-. Pov.1✓iZ ANY SUBGRADE FAILURE OR DRA I WAGE PROBLEMS THE RESPONSIBILITY 1 B 1 L 1 TY OF THE �. [!�`ILI { / ��y "\ �O L,p�i\TMiV =j00 CONTRACTOR. F EJO /$ k IE QgJ 150 \ ((1 f �F'1!'NY't�'�i `ro•.,"�" To G� dy .. \ns/ �Lj59 $6 l° c UUT 6 _. y ti °►% ,J}� 1� � (� 2. ASPHALT CONCRETE PAVEMENT MIX TO BE DESIGNED FROM A MIX FORMULA �' / ` ` `�, pt FND5/ v APPROVED W, j.S.n.O, FUR MATERIAL USED, CONTRACTOR TO PROVIDE ENGINEER # I f / p,� / Q (� () ` �I i`r � / �s �, �� ' P�;t-jet✓ ,� w/BIIFZ i �; 7, 'L�+u� WITH Cr RT I F I CATE )F COMPLIANCE FROM ASPHALT PAVEMENT PLAN, UNLESS �" hJ �� N' LAOS ,%N v T i�RA 1 t ,� C' OTFLkOISE INDICATED ASPHALT MiX CLASSIFICATIONS SHALL BE PER THE v`l / / ' j l ti PI IN AT F �o U�1G1 PAVEMENT SECTION SHOWN ON THE STANDARD DETAIL SHEET, Q "� ® �. luul L3 U� p s h' I STY BLDG r� / �"a N') (' L r GI �. f,•C;,��.G� �. Zao•°p zoo. 1. ) �Erz j yfRE�T 3. Ex 1 S i I NG CURB Tr BE REMOVED AS SHOWN ON PLAN VIEW AND SHALL. BE DONE 1 N SIN I�H 1=!GbFZ + /jJ�6T yes 'p e.P IM�FwTE�rr Pi_AN� F=oR SUCH A MANNER AS TO NOT DAMAGE THE CURB Uk ASPHALT THAT IS TO REMAIN. 1 p0 EI- �. 2GDO 4O tai t` U•F u�rzP� RE7U1�N ,vEsICaN �U' AVO / „`� a t$ i.b?s j y C �o °/rr `ALF �U .ti IJFOFMATION. + �(rVL n �S19 < PAVEMENT JOINT: CUT EXISTING PAVEMENT TO STRAIGHT VERTICAL EDGE. .LOIN + / A MAT �h !.r' l n �, �O �� •S'�/`. C7 `ti. 1,.E. 25U.bio , e� ?4�74 1 / \ ED NEW PAVEMEnt TO OLD PAVEMENT WITH TACK COAT OF PAV1Nb ASPHALT. CH /(f� +., 25�g�7 ti TG H c. GRADE OF OLD PAVEMENT WITH NEW PAVEMENT. `? +�' �QJ ��_� ,(r�IBQ'�D ISI M Z qrp AL;_ AREAS WITHIN THE GRAD)"'G AND PAVING LIMITS SHALL BE CLEARED OF ALL cl, I T59.5 PJAGT! r F ENGE h 1 a 2 7� d /� DEWLiTION MATERIALS, ALL EXISTING ASPHALT, CONCRETE, ETC. , IS TO BE '¢S /"� ✓P ate . REMOVED FROM THE SITE, EXISTING BUILDINGS, ASPHALT PAVING AND CONCRETE TILT " �6E ,'if�GHTT •� hh� �� V i F��TLJ FZidtL +W 1 NGS 2 11D' (} FOUNDATIONS INSIDE OF BOUNDARY LINES TO BE DEMOLISHED AND ALL DEBRIS f gip• R4!Pr AN p �` t(r d ,a�` ) F''IMN U AT FDuNt a�v � L7(rAIN I ' } �� - - - 'c4 "�. ♦ Q� C REMOVED FROM THE SITE, �`'•' N �"'4- H s-.� `�,� �� - - � - r 59 Zr? P� \` LSIGC>tA � / r•• t 6. EXISTING BASEME"S SHALL HAVE A MINIMUM OF 12 6-INCH DIAMETER HOLES 0 s �1r -- _ v �� / G,�y.Nw1' I� (N FfcO��T 0 0 M 1ZS43.� =---- PUNCHEr THROUGh THE FLOOR SLAB AT 10-FOOT CENTERS TO ALLOW FuR DRAINAGE to I pg� ,+g r pi` U +� ;� {�� '�►E'J� 'yE � �/ C .`f FXt'7TI►,A 65"F? PRIOR TO PLACING STRUCTURAL FILL. THE STRUCTURAL FILL SHALL BE PLACED A �! E(_Llci jU ,� * /� J �n �� % D ��, r i�E►JO'TEy HEAVY O / / Pt'Fl �4NV �, 1J� ;70 /.!r ( / `c." `�6'i ,^ P2� �':' µ Ti�A FRIG ,4rzt�'P� PER ITEM #0 BELOW. (SEE DETAIL FOR TYPICAL PLACEMENT OF FILL. AROUND AE3AI.tppNF� Wa�� Jo f C HI .. P5q,3g 6- A1z yHCCTG-2) BASEMENT WALLS.) #�, f °,0. L I�,EG 13t, � fQ%z t•!!. r 7 b/r'✓tnl t Vv u.E; SER G12EGT ,- ca �`C � f,Z �`' fat 25 •I � ;, / �' `a/ ?� 7 / 7. AFTER ROUGH GRADING 1S COMA -TED, ALL AREAS ARE TO B� PROOFROLLED JS1NG i 1J 00 O smrm A LOADED 10-YARD DUMP TRU:K OR EQUAL, ANY SOFT .1REAS FOUND SHALT. BE k• I OVEREXCAVATED TO A DEPTH OF 18 INCHES AND BACKFILLED WITH 1-1/2'-0' No ERMASTF � D �C Y tla Y ,. U� +�� J ( ryc Z� fJ y �� ' PC CRUSHED ROCK IN 6 TO B-INCH COMPACTED LIFTS, +`� / •2V'� t CT !�� 8. ALL STRUCTURAL FILL SHALL BE PLACED IN B TO 10-11ICH LIFTS AND COMPACTED L' 2�4.3D - TO A MINIMUM OF 951 RELATIVE COMPACTION AS DETERMINED BY AASHTO T160. ,� •-, r' �� a, Y` 000 260.5 �2 � �;' , Pia �• d� vQ IF GRADING 1S TO BE COMPLETED IN WET WEATHER, ALL STRUCTURAL FILL SHALL dC'v / / "ti, �rp ��' (�� .0 0 t �` P' lY 9 193 NW SECOND AVENUE BE MADE WITH GRANU'_AR MATERIAL WITH A MAXIMUM SIZE OF 3 INCHES, 1 � c)S \ y \ �(p0 // ? � �Q S�!/ FORILAND, OREWN 97209 CONTAINING LESS THAN 5% FINES. DURING DRY WEATHER, OTHER MATERIALS MAY .; C ,/ / USED ' 261.4 �` / Cm1 ,�TK�ARD PHONE: f503•-228-•d444 BE USED BUT MUST BE APPROVE. BY THE PRIOR TO USE, PUMP H O(I SE 6' tm 2 .82 C 1 \ a7 �. QondN 111111IM ApproVed ..........................................( ): 9. ANY SUBGRADE MATERIAL SATURATED WITH WATER AND/OR DISTURBED BY !>� W/ WELL p 261• p A' tJgW 7.61�5 2 r` ` - '�� 2Gfo5 rowE�lti .... ..r� EAi� R For onfy the d n• CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. *4.�j0 �5°J cac � - PERMIT 0�1 ��kh'Y ,-'� ? 261.4 /O. \ ON R :, �� AL .ELT Min' 99 SW letter .............. ......................... .( 1: 10. ALL PAVED AREAS SHALL HAVE A MINIMUM OF 9 INCHES OF COMPACTED SUBGRADE. / •2� 6p - ;- - ""` - f •,�O Attach................................................ F 1: PAVEMENT SECTION SHALL. BE PER THE DETAIL ON SHEET C-2, 1 ----. E \ { \ �� ...._......__...___.•_____._........_.__ ti.gC, � 26 � `� � �V �� / r��• t� Job Addre _ 1'.. ALL ELEVATIONS ARE TOP OF A,C, . UNLESS OTHERWISE NOTED, /' _7 x r.� } ��Y ©w � y ro R� r��,ou,-T>1p KA1Vt� 1?. COMPACTION SHALL BE TO 952 OF MAXIMUM RELATIVE DENSITY BOARD } •2�` �`--� 1. J i ;' - �' ` V (pal QMi✓►�) 8Y' Qat@:/ ASS�.IATES SY AASNTO T1BO. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT FENCE _ _____- 4"CARE 'T / GVILEfvC S AND METHOD TO USE TO ACHIEVE REOUiRED COMPACTION, ` `-` • ?�' I•�8 �r �O� 2 STY FSM f �� r �I .► • `�► LAIQ M ^ ,.- W/ BASE EN / �` aee,s�v c oan� �f - (503)636-6201 WATEFz• RVIc.E TO �Mo 210 .7 ANS <eAL Et7 PJt' TIf�ARG' WRTF pI�TFRIGT 0 1 t _ •� 1 b 14~ 93PR r / 0 � � � 1 N N 2�L CA I PR to }'_� ; LSIa��o� AR c Z6jj73TOri_ /% 4q, 1 t4 _.. {,t w1 L A, 1� '1"p -GRP'PM? AND ,�E3A�.IDONLD 1.�. �G . � 10,538 Fs+ ERVIGc AfEA W01 L -rr Onl�1E VY LIGEN�ED $ P7UNt CJ..,. Z&O.00 TAP i vJ�DW L L e9 For V_ T7lRE(iT"tON OF ciI AYTl11•�� 1 L L(.)l+v I L,F ! " olrt�oN •p !v 'ISLE.- 17C TYPE � h �h, J. UAizbhl�FZ WA MA�Ti>✓R , G'I�TRI `'No. 1. I q �jf� �`, BiJI L ISI NG �. �&�f .. ` '" sP CE Ft i �Lb� -- �-- t r 10. A��V H ori✓ FSO W� i o WERE 14 FIT UM �, I �, �{ - �.� , lb 4 u� FETVC J63 E0 ,tib c7" i1.. Fa L x _. .-_...._..._ _ x __..__ _ .._ / " _ X _. .. _ x __. .-_ x C'i H - _ .._ l� R I_r 1 �6`I sl•s ";- ___� •_ r-` � !• ANt7 Frx7rTNU Da AIN r1l"INU AT FIIJnN A-TION• . . - -- - - -w!4_ F'ND 5/8" ir IR �`L ` ___ ' d�� F _ + , !� W/ GINTHE:R CAW J ��' .._. - _ - -- ---.�(1' - - - - - f sloewgC �y� b�J IFo / f` -w...�.�. ..».-�.._,... p r 2'GI.A� 'C. A16. FVI.A-T- G•A\trt%.�/. E'er t✓N61LNFelf II- ? 0v itro. ,Lw t 4 (ROCK) e , ' 2 GLA't�"0 A/G F'VMT. �i R-CV. AF�.�-i bf.Ct�. LA'tOLt>"10 17�IE'�. '�/4��-O" (.�t.�SNED F x l� L�F G is P 8°► Iiw TSN,h4l�nY l'c'2�-o" Gnus H� IzOC K PROJECT N0. ,l'n' 1 TY f�RM i'r6l" GARAGE G Sl E�E�•w - ,.K, E�ci� sE�w k PRINTED '`�lA,rtc:'AIDC, Gu�Ea w,,v glL�wax �c� -- `� DEC �� PACIFIC N�IWY. SHEET u C 1 1 19p.� TYPICAL �.ar.�IVI. / KAIVIF•2 ASSOC., INC 1M��OVEMENTS PRIOR TO TO USING THOSE PLANS FOR CONSTRUCTI0N, / - ' �`-" C 13701 ,017, 27 SW PACIFIC HWY THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER 'ON UTILITY �� r THA1 THEY HAVE THE LATEST AFPROVED DRAWiNG. FOR �� NG AND NGRADING t 'I t 1 i t I I J I V I I I I I I I I I I I I I I I l i l l I I i i I I I I 1 1 1 1 1 =_' I l V I I IIE THY>3 DOCUMENT IS LE95 I I I I I It �T �M�LEGIBLE THAN THIS NOTATION, II 1 I I ( I Jill I I I I I I I II X SOBER 26 1993 L_._ - - - -- 4 --_- --- b - --- _ _ -- -� ----_y_L___ 11 ---- 1 --- IT IS DUETOTHE QUALITY OF THE ORIGINAL DOC",UMENT• - - ---- --�--- __ _ Z BZ LZ 9�Z �Zt•Z £ 8T HI LL1 ��9L1-6 111� ►�� Iilll�llll II �IIIIIIII!I!1�1II III�IIII ►IIIIIIIIIIIII Illi�llll�llll�llllli,ll IIII�IIII Iillllll�lll{�1IIIIIIII� II'll�iiil l+Ilillll! IIIIIIIIIIIIIIIIIII IIII�IIIIIIIII��IIIIIIII�IIIIIi�li�lllllllll �I 1111 l�l�lll��ll�� II�I►II;I )Jl llllll 11 I I IJ 4 't 1\ I i/(iI iJ,;7 IMF- !;w P,I� if it c t� u w u ro w 0 ,4 0 r) jmSPBCTLON NOTICE City Of -igard Building Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line Rec-O-Phene)s 639-4175 Business Phone: 6.39-4171 1 Inspections s�-/ _---... _ �•• Plbg. Underelab Mech. Rough-in Appr/Sdwlk ' FINALt Found. Mg. Top Out Gas Line Post/Been atruct. San. Sewer Framing -Bldg. Pogt/Ream Mech. Rain Drain Insulation -plumb. Mg. Underfloor Nater Line OYP• ed. -Hoch. � Date Requested: Time Address:_ Permit Builders X {J TBS FOLLOWING COMMMONS MM RROUIRRD: Dates Inspectors----.��-�-' - —_— ✓RppR0M DISAPPROVED _ APPROVB`D 8FJBCT TO ABONS Call For Reinsp. COF TIGARD GON �'_- 7 SIGN PERMIT PERMIT f: SGN90-0107 DATE ISSUED. ...: 10/29/90 EXPIRATION DATE: / / PARCEL . ..... ..: 2S103DD-00400 ZONE.. . .. .. .. .. . BUSINESS NAME. . : TIGA.RD RETAIL CENTER SICN LOCATION..: 00000 SW APPLICANT/AGENT: MARTIN BROTHERS SIGNS BUSINESS TAX NO: -------- zazaav=a=s-------------=s=---------->.a a:a=s.--axss-aaszas aria SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLEOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 8 X 8.75 TOTAL SIGN AREA. . . . . . : 70 sq.tt. WA3.L AREA.. .. . . . . . . .. . sq.ft. WALL PACE (DIRECTION): NA SIGN BRIGHT. .. .... . ... 17 ft. PROJECTION FROM WALL.: in. ILLUMINATION. ... . . . .. : INT DESCRIPTION OF SIGN: Permanent freestanding sign measuring 8 X 8.75 feet (70 square feet). Sign height is 16.15 feet. Plexiglass, steel and aluminum. Copy: Siqn will specify tennants of Retail Cents . MATERIALS. . . . . . . .. . . . : PLEX/STEEL EXISTING SIGNS. . . .. . . : 1 ELECTRT(W. PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : YES ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 35.00 APPROVED BY: DATE: 10/29/90 131125 SW Hall Fivd.,P.O.Bo.,23397,Tigard,Oregon 97223 (503)639-4171 -- MW CITY OF TIGARD permit No. � I,/ SIGN PERMIT X-PLICATION Tap applicant IwrebY applies for a pes.rmit for the the O°° Y 1 Plans and gxQficati, pe work indicated ar, z.s shown in SIGN � �� ' IIJCATION ADCH2FSS: !.�__ U 2 r _� `CONING: HAW OF BUSINESS, APPI:.ICAMr/AGEMr: 14�/1, y - --�... MANY: 'I-Ae Cit y of T=-I-M: annual Business TaXP(-rscMs doing Ci which must be kept current on all YES ( ,..3 NO ( ) U.L. label � Yap Pimsently have a axrent busies ta,? PROPOSED SIGN: (Check as many as apply) --- --- ---------_ PER NWM, TE�2ARY ( �) L FREEWAY ( ) OTIC ( ) BII,LDQ M ( ) ErMTRMIC ( ) ( ) ( ) SIGN D714I'NSIONS: BAMOON IMAL _ , WALL ASI AREA (Sq Ft.):-� EXPIRRTION PATE: (Sq. Ft.) : - --.. WAIL FACE: -----_ I1'rGHT (i c)PRaJE - x'IZON FROM KW,: 1MT70N: YES ( e ) NO ( ) TYPE: r rS r COPY: P-UST,NG SIGNS: 'L r�� •' �-.t ! --- c A - — AIMNISIRATIVE EXCEPTION: N/A ( ) APPRuM ( ) HOW MUQi CUq*N1 ARFA: ( ) IfFJGHr ( ) R -- PLANND Pt=xmit All sign peimi is mist be a — Reoei No: - drawing and plc,- plan. If �rbiyzed order AM-rcnrod da a sign ter t1v. Snot bcaen Ompl.eted within ;,inety -- � 2 9 �Onoe of the permit, the permit shall beoccne Mill and void. EI,P7C.'IRIr.�, p�*I. ICERr RBZX RED: YES NO ( ) IFY "IAT r AM THE RB OMD OWNER OF 711F,BUILDING PERMIT PES OR AN AGEMr AMORI?,ED BY THE OWtd17t. : ��.. Sc Yu - � Yl-!-3 ('TNO O Applicant's signature —_ 4 0= 1 CP/Bla��a�rr -1 �. I 17 O N:\WORD\OGy M Adds ss 1 )��G 2 r Tel l O'R NG h hr W`�T klAJs, Ave^ `rC av%j l.JWK a 51VZ p. A4V g7l1CLL' aVQt Mp •lt O i �_ --� � f I nl�c �1 OUIW�WU I N F3•. .1.E1/ cam• b (C;iu->r FH ,1 ee too — W AT e'o=G1GH 2 o rt to A R � •R 4'0, .� I Of r l OF molls LETTER 0ATE Kibbey TU ArchitectsMA - --- - -- ATTN : __----- 15800 S.H. Boones Ferry Rd. ----- — "—�— PP_OJ. NO. Sults C-103 --'—'----- Lake Oewe o, Oreg�m 97035 P�2�J�CT -- (505� 655-9656 ENGLOSED - -- --- - QTY. DESCRIPTION _ -: --- --- _ ------------- VIK `U7:Ct j&k, FROG" _ - - --' - -- ------------- - - - [] For Approval ❑ For Your Record ,`GTjQ,J��s Requested ---- "� For Your UeG / InF. ❑ FOr RevleW / Comment �! U 1"01-111 3a PRESCRIPTIVE PATH Building 1 Root area (st) _- .Areas 4._ --- _ -- CD(,Q r 4. Wall area (sf) 2. Skylight area (sf) D _ 5. Glazing area (sf) - _ v Divide line 2 by line 1. Use this 6. Divide line 5 by line 4. Use this value for your Actual Percent Skylight -0 -- value for you ^ritual Percent Glazing Climate Zone 1 Compliance Criteria A B C D E F G Actual - -- -- Minimum Single Double Single U-Value Double_ U-Value U-Value Values See figure 3a for __ Glazing Type Glazed Glazed Glazed 0.5 Glazed 0.6 05 Z climate zones Maximum SC `- . Glazing N'A N/A 0.6 0.5 N/A 0.6 0.4 SC=Shading (cooled buildings) Coefficient. Maximum Percent Glazing 9% 17% 18% 21% 27% 37% 46% Rr= Total Wall Thermal Minimum Rt 5 5 10 5 10 10 10 Resistance. The , 1 SUM of the Minimum Rt - resistance lei all Roof/ (without skylight) 13 13 13 13 13 13 13 I� of the individual Ceiling Minimum Rt components of _ (up to 3%skylight) 17 17 17 17 17 17 17 /� the assembly SIab cn- Minimum R Value - - -- Grade (unheated slab) 4,5' 4.5' 4.5' 4.5' 4.5' 4.5' 4.5' / S.8 for heated � -- � `T•r slab Floor Minimum P. 13� 13 13 13 13 13 13 / 7. Does design meet target r Enter one of the package letter(A-G)if all the components meet the r criteria. Otherwise try Form 3b. Climate Compliance Criteria q Zone 2 B C D E F G Actual Minimum values Single Double Single U Value Double U-Value U Value See figure 3a for Glazing Tyoe_ Glazed Glazed Glazed 0.5 Glazed 0.6 0.5 climate zones. Maximum SC - -- Glazing N/A N/A 0.6 0.5 N/A 0.6 0.4 SC-Shading (cooled buildings) - Coelfirienl Maximum _ _ Percent Glazing 5% 9% 15% 21% 24% 29% 36% Rr= Total Thermal �- Resistance. The Wall Minimum Rt 5 5 10 5 - - 10 10 10 sum of the ----.-- Minimum R theresistanceindividual for all of Roof/ (without skylight) 16 16 16 16 16 16 16 the in components of the Ceiling Minimum Rt -- _ assembly. (up to 3%skylight) 24 24 24 24 24 24 P4 Slab on- Minimum R-Value S.2 for heated Grade (unheated slab) 5.81 5.8' 5.8' 5.8' 5.8' 5.8' 5.8' slab. Floor Minimum Rt 13 13- I 13 13 13 13 13 8 Does design meet target? Enter one of the packageL criteria. Otherwise try Form 3b. letter(A G)if ems e all the component t the Envelope Slab on-Grade Perimeter insulation installed with minimum total distance I ' - Floor of 24 inches per the Code, Section 5303(d) l� f�t't . I��T (rifer rl'e Manufactured doors and windows are certified and building reference to plansrr Leakagejoints are sealed per the Code, ection 5303(e)and specifications _ture t'ontrol Vapor barrier material is rated at one perm or less, and installed per the the Code,Ser;tion 5303(f) Workkshect3a (cont'd) WALLS: Rt Aluminum (a) (b) (c) (d) Siding on Layer Description Size R-Value Stud Wall Exterior See Table 3c for � Surface Moving Air 0.17 r�-Valuesoiair A Aluminum spaces. _ Siding Sne Table 3b for _T _ . _ �_ B _ Air Space P-Values o/ aluminum siding, - - plywood sheath- C Sheathing ing and gypsum _ wal'board. •.___ _ _ _ Framing/ See Table 3a for j _ D _Insulation R-Values of E Gypsum `raminng/ Wallboard insulation. Interior Surface Still Air 0.68 Rt. Total column(d). Generic (e) (b) (c) (d) Wall v Layer Description Size R-Value See Table 3e for Exterior P-Values of -- -_--- SurfaceMaviNG Ir O. e... exterior and interior -- � ---- surfaces. • - -- - - A F�'L_^(OTYlal W b2,_Z4' II See Table 3b for R-Values of • t I B building materials ,f See Table 3a for C R-Values of ---- Iraminng! D insulation. � F Interior Surface1��11'Z-- 0,�2 Rt Total column (d). (C'-�It 10HPI Worksheets 3-11 W01-ksltcct 3d AVERAGE THERMAL VALUES (A) Values (b) (c) (d) (e) — Area Multi I (f) Glavin Type Multiply Shading Multiply For N g yP --__ (sq. ft 1 U-Value (b)by(c) (;oofficient' (b)by(e)' mechanical cooled building only 1. Total columns (b), (d) & (f) 2. Average the mal transmittance. Divide. d) b2 may,-4b) Check box to 3. Average s;,ading coefficient. Divide.24f)by+'(b, 'r 2 show source for U-value and SC. �wJ From Table 3d From ASHRAE tables From test reports Wall Values (b) (c) (j) _ Area Wall Type D'oi)e Total Thermal - (SQ.. ftp) R,Value _ (b)by(c) Resistance(Rt) �1 is the sum of the resistance/or allu - - of the individual components of -the assembly. - 4. total columns(b) & (d) --- �2l�b 31 i,U Check box to 5. Average Rt Divide 4(b) by 4(d) — show source for — --- _ Rt value. From worksheets 3a From te,t reports _ - From ASHRAE methods Roof Values (el (b) M (d) — _ Roof Type Area Divide 1 (sq ft:) _ Rt Value (b)by(c) V, oN YvJb w IZ- I b o, 7 ?a(_o ,2 d- --- ------_- l 7 r 6. Total columns (b)& (d) 7. Average Rt Divide 6(b)by 6(d) Check box to show source From worksheets 3b - C7 of Pt value. �] From test reports Ej From ASHRAE methods 00/991 Worksheets 3-15 FPnM b'PFF PDH. 5.29. I'M tt : iP. � FAX TRANSMITTAL SHEET JOBNO. _^ DATE: KPFiF CONSULTING ENGINEERS 707 SVS' WASHINGTON SUITE 600, PORTLAND, OREGON 97205 (503) 227.3251 FAX NUMBER: (503) 274.8029 FIRM/ATTENTION• �/ ��, e Ft`7?97 FROM• r%,.�.��r /�„��,_�, PAGES INCLUDING THIS SHEET: CC: Z � SIV MESSAGE: MAY — le — Se FRI 10 : 4C, P . 03 F. BYR W KISBEY • ke Oswego,Oregon .W K IL ., ��.t�tt'4 �01•►1' ,�y. �� 6.,Ros�T tea. ,� �1,, r --—Ki�be�/ DRAWING: �, MS L C _H C�"l., ,� SCALE: V�r I 0 Architect$ PROJECT: 'li[ p �.lL - NT S• DATE: 160�`T'�(J MA DWG. NO.- 1S000 Sul 8ocnoe Ferry Rd. De 1a4. 00W0t , Ore Oen 07033 (soy; ens—g�se I F9,0m KPFF PDX 5.23.1!18 11111 P. 02 , 0011Sulfir) srlor)eers CONFIRMATIAN 421 A•W dth avenin, sui+g I RECORD 0001dnd. o(07204 (509) 227.3«7 �o 0 TELEPHONE DIRECT IM lNr�lvrDu�,L OR A:9"oo COMPANY INDIVJDUAL\ RESPONDER ' ` ^� llLd/4Z COMPANY /// DESCRIPTION T��E •�..� ��.�� r / e. r.1 COd+eQ TO - LO SCALd +ON '��— oNi:v°' COPIES T(7 LOCATION � r ' I FIZ c E-1 I v TAD CONSTROCTION 1754 Chukar Ct . N.W. Salem, Ore . 97404 !.OW pREsSLIRE AIR TES TCOMMUNUMLLOPMENT 503-60-1-6023 Mob: 931 -2334 opril 10, I '9SIQ Page I F'Agec- F;,,etail Center, i:AcActr C-j,V i*-; a c.t i n g City 'T'heehall F, Reqd t a r P. I ze t i L F`V C 47 .3 . 4 c, 4-5Q 1 L . 0 4 . () N L. Enol ZICT I ON ��Sf R I C T!Vl TA CON Al Rossweisl liag CITY OF rlG(.:,F"F) RECETF"T OF pAytiEW F,ECL I PT NO. t 90-2002-66 95. 00 C HF(X AMEJUIAT t t P100ERN F'L.(Jllll,'IING LIABH AMOUNT a 0. GO PAYMENT UPITE s 04 ,'171 190 SURDIVIST1,3111 I TI(SARD, OR 9*7 2 2. OF PAYMENT AMOUNT Po j I) PUP'FOSE OF PAYMENT All0l1Nt P(41D PLUNDING FERMIT 6- it) PLIAMPINC3 PERMIT 45. LU PLARIBINei PER1117 45. t WI 31* . rk'ILD PERM) "r TOX 5% 7.50 F'L.i'Ar,l CHECK FEE 7. !..A) oirl(AA41" PAID 00 F. BY N KIBBEY • ,p�Lake Oswego, Ore kon� FO r- ' 1C� SY��TcN ;b'' TH, -- VL y NE�'D Tim -TAfti MUr-- 2 4 . G G j.A ev SHar T�J> H�CNG.-- ESL -- - ------------ - I Klbbey ?DWG- CAta.: IST Archi PROJECT: —rC - -- ----- ----- _ =I-D• eC S I`z w=r�'`�lG �-T LrZ. ATE: IU15800 S.W. Boonee Ferry Rd. NO.: Suite C-103 Loke a, Oregon s�o3s T (503 D-1 (5031 635-9656 Iw wl IMA a owl +w ��9 AppAr— y -- --2�ca c, -col�rlrl• F. BYVN KIBBEY z t n ake Oswego, 0 egon` 1 9�F V. of Tr-IM W. 12 .J0 916 IZ � I I mH IBJ CKr- SHor Kibbey DRAWING: SCALE: ��LL/GLIDIL. C 'p�•l�- Architects PROJECT: T��p,F2p �., G' � � DATE: iYAfr-.jV 'A A T�^rk�", DWG. NO.: 15800 S.W. 600nee Ferry Rd. T D Suite C-103 — ----- -- - -- -- - --------- Lake Oswe o, Oregon 97035 (503 835-9658 �ID ARc i�*lBlYNKIBBEY Ore nn cpO� F OF 0 &13 -elm I IL ,- �� c�rJrar� - r oems Tyr OF (5) �tL Ir�A'N -- - I a� I I a r-r,lL I Kibbey nRAwrtvc_ �� T1prJ -�; �) Or ��T�II'�. SCALE:Architect$ PROJECT: - � DATE: COQ Tc��, ��N DWG. NO. 15800 S,W, Boones Ferry 'td. I Sate o3 T D 3 Loke Oswe o, Oregon 97035 (503; 635-•9658 � w MAI Construction Jnsixectiun l!Re/atce/Tests Carlson Testing, Inc. 4 x 8 P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregcn 97223 Phone(503)684-3460 Date Molded: 4 -13 , 19_ 90 Job No. - CP- 5078 Permit Client: _ WTM Deve 1 o menL Project: _ Tigard Retai 1 Center Address: S.W. Hwy. 99W, T i gar d., Oregon Contractor: WTM Development _ Sub Contractor: Concrete Supplier: Al Ulla Red i–M i x/SW Red i-M i x Truck No. 43 _ Ticket No. 1G19G5 Cost By: S. 1<ect d i Ti _ Test Time: 11 0Q _ Load No. 1 Sunny 70 Weather: Temp. High: _ Temp. Low _ 4G Location of Placement: Building B top of wall line C 16 to 24. 3 l/4" -- -- __— —_Cu. Yd!. ----Concrete Temp: _ Strength Requirement: __ 2000 PSI cloys Slump fluid Cement Type , e Mix No./No. Sacks G 11'2 sk . Air Content _ Max. Aggregate 3/8 ,ea gravel Admix. Amount: Brand: _ Admix. Amount: _ Brand: Set Test ® Register T Date Date Unit Total Unit Report No. Days Number ! Rec d I Test Wt. Load i Area i PSI No. 7 1508 04-16 4 -20 25,391 16 sq 0h. 1590 1 2.9 28 1508 04-16 5 -11 16 sq 11-1. 28 1508 04-16 5 -11 ! 16 so iht. Remorks CC: City of Tigard SERA _ ! Construction Inspection&Related Tests Carlson Testing, Inc. '. Y , ' ;"jt 1irl t- P.O.Box 23814 REPORT OF 4 x 8 TEST SPECIMENS Tigard,Oregon 97223 "— –` Phone(503)684-3460 Dote Molded: — 4 •-13 19 90 Job No. CP-5078 Permit # — Client: WI-1-1 Development Project: Tigard Retail Center Address: __ S.W. Hwv _ 99W, T i yard. Oregon Contractor: - WTM Deve 1 owTielit Sub Contractor: Concrete Supplier: Alpha Red i-P1 i x/SW Red i-Mix Truck No. 43 Ticket No. 101965 Cast By. LeaLll Test Time: 1 00— load No. 1 sunny 70 40 Weather: Temp. High -- Temp. low: _ Location of Placement: Building B top of wall line C 16 to 24. 3 1/4" Cu. Yds. _ _Concrete Temp: Strength Requirement: 'U00 PSI g_ 28 days Slump f ll U 1 d Cement Type __— Mix No./No. Socks 6 1/2 A Air Content_ Max Aggreao!e --3/8 pea gravel Admix. Amount: — Brand: Admix. Amount: Brand: Set Test ® Register Date Date Unit Total Area Unit Report No Dogs Number Recd Test Wt. load ` PSI No. 7 1508 04-16 4 -20 25,.391 16 sq i 1. 1590 29 28 1508 04-16 5 -11 �� 45,008 ! 1G sq i1. 2810 34 28 1508 04-16 5 -11 42,88.3 16 Sq i11. 2680 34 Remarks: CC: I t i ty of T i gar d OU SERA Couetmetion Inspecdon @ Rclitcd Trete Carlson Testing, Inc. 4 x 8 P.O.Box 23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223Phone(503)"4-3460 4 -02 90 Cp-5018 Permit # Date Molded: , 19 Job No. — WTM Development Client: Tigard Retail Center Project: _ — Address: S.W. Hwy. 99W, Tigard, Oregon WTM Development Contractor, — Sub Contractor: Alpha Redi-Mix/SW 4Ndi-Mix 42 101507 Concrete Supplier; - Truck No. � _ Ticket No. __ M. Larson 2:50 1 Cost By: . Test Time: Load No. sunny 70 45 Weather: _ _ Temp. High: _ Temp. low: ---- Bu i I d i ng —__Building B back wall 5t.li bund and top build beam grid lire c. 10 to 24. Location of Placement; _ —vu. Yds. — —Concrete Temp: — 2000 28 Strength Requir-menta PSI (a —__— days Slump _— Cement Type G 1/2 sk 3:8 pea gravel Mix No./No, Socks _ _— Air Content — Mox. A4:grejate _ Admix. Amount: — Brand: Admix. Amount: _ Brand: Set I Test ® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test `Wt. Load L PSI No_ 7 1291 04-03 I 4 - 9 33,262 16 sq il't. 2080 �24 28 1291 04-03 4 -30 32,293 16 ,q ih 2Q"LO 33 j 28 1291 04-03 4 -30 35,872 1 16 sq ih. 2240 33— i Remarks: cc: "pity of Tigard KPrr SERA oclof CONFiRFf'�TION consuoln Rn},,'��?ers RECORD 421 s w T nvPn't'A feta 011 M- 110". Or 9*1204 (503) 227•3251 jOe No. —_-- ��' �1/�'•� U TEIEP LONE [j D RVCT RlCT OATS _ �4,'� 3 X110 LOC'AIION V TIMe -- .....�... ao Sp N E R It:OtYIpVAL I^,DIVIDUAi_ COMPANY �,.�.�---------��sra TION -.-..-•,.._.__.__....-_. -__..,. -- -- L � r C. 11 I n r Lv L CaTIG 1 H,_15N Ir�, i i am ril kpff MAR P.2 t FIEL ►J REPORT Date: March 21, 1990 Client: SERA Project: Tigard Retail (enter Location: Tigard, Oregon Pr%ect No.: 89266 Weather: Clear 50° Present at site: Mike Walkiewicz, KPFF Jim Montoya, WTM Development BUILDING,c" Work is currently underway on Building C, the trusses have been placed and the contractor is preparing to sheath the roof. The trusses need to be realigned and straightened before the roof sheathing is placed. The contactor should have the truss manufacturer come out and verify in writing that the trusses have been installed for their rec,)mmendations. Reviewed the strap tiLs for Building C. The strap ties are not placed correctly. The strap ties do not align wide the trusses. The following two corrections are acceptable for the misplaced strap ties. (1) Where the ties are off by a small amount the strap maybe twisted 90° and nailed to the side of the top cord of the trusses.(See enclosed section a) (2) Where the strap ties are off, the trusses, the blocking should be notched to allow the strap to continue to straight out of CMU. A 4 x 4 by 48" long piece should be added between the strap tie and the roof sheathing Nail the strap tie to the 4 x 4 and nail the 4 x 4 to the roof sheathing with (12) 10d nails equal spaced. (See enclosed section b) Please note that the strap ties can not have, any bends in them, they must be straight from the CMU to the roof' sheathing or truss. RI M-DTNG ,!W CMU has started, they are approximately 25% finished with the C'MU. BUn.L,2jG "A" CMU is being completed on the front side of the building. Some of the anchor bolts for the ledger appear to be to high on the ledger. Contrav or should verify that all anchor bolts are in the proper position, if not contact the Architect for corrections. Respect,fuulllyyssuubbmiitted, Michael R.. Walldewicz, P.E. MRW/hs cc: Bill Bailey, SERA Brian Keicher, WTM Development Enclosures i 'Win pone+ + • e1 sn«r No kpff 14 c«Mu"ErcInNn cow C,,,ee.e ra owe /X,�ry - -,- — yX y x y�/''l o N�► �o t) goal ,t7,4//d /-fro 20o-d - Avb rt KP-102P (4/80) i k f , :.� R Dor. a Date z« j i I d'J��Jv�+ Piti18 /� a?l fi 3100 /o r. ,��draa�i�a,✓r S� I ' 1-707-J ,9 --- i KP-lcl7p (4,891 �r i■r � is wr � : ■w A tw r C,onstrvcttion Inspection&Related Tests Carlson Testing, Inc P.O.Box 23814 REPORT OF 4 x 8 TEST SPECIMENS 1igard,Oregon 97223 Phone(503)684-3460 Dote Molded: 3 -30 , 19 90 Job No. L 5078 Permit # Client: WTM Development Project: T i gar d P,eta i 1 Center Address: S.W. Hwy. 99W, Tigard, Oregon Co itractor: — WTM Development Sub Contractor: _ Concrete Supplier: South West Red i Mix -�_ Truck No. 43 Ticket No. 101464 Cost By: S. Leach — — _ Test Timet:00 load No. 1 Weather: sutraly Temp. High: -- Temp. low. — Building B line C 16 to 24. Location of Placement; — ---- Cu. Yds. _ Concrete Temp: Strength Requirement; 2000 — PSI (a 28 days Slump ) 1 u i d _.Cement Type —. Mix No./No. Socks—f?1�2 sk Air Content_ _ Max. .Aggregate 3/8 pea gravelW Admix. Amount: — Brand: _ Admix. Amount: Brand — Set Test® Register Dae Date'—Unit Total Areo Unit Report No, Days Number Recd Test Wt. load PSI No. f 1 12.56 03-31 4 - 6 16,670 16 sq i4. 1040 i 23 _ I - -- 28 1256 03-31 4 -27 28, 140 16 sq i►il. 1760 32 56 1256 03-31 5- 2 ' 34,389 16 sq i�. 2150 36 I Remarks: o f 1 i gar d SERA wlw-JL7JL!RJLX�Mlllxvw—&N—WLEEIRAvw—Alh:—kw—�� Construrtion Insficed rn R Related Tests Carlson Testing, Inc. P.O.Sox 23814 4 X 8 Tigard,Oregon 972' 1 REPORT Of TEST SPECIMENS Phone(503)664.3460 3 —3U 9U lob Na. CP-50— 78^ Permit --------- Date Molded: , 19_ Client: — WTM Development`— —____ -- ---�-- Project: -- Ti and Retail Center _ _^ --- --"---�-_-^-- — Address: S.W. Hwy. 99W, Tigiii d. Contractor: WTM Development _ Sub Contractor: —---- -- Concrete Supplier: souti-, West. Red i Mix _ — Truck No. 4` _ Ticket No. __101464 Test Timed -O0 ed _-- Load No, 1 --- Cast By: S Leach _ _----- — 9ultl-l.y —._ Temp. High: — —.--- Temp. low. Weather: — — Building D line C 16 to 24. Location of Placemen'. --- r Cu. Yds. J—M _Concrete Temp: 28 —da s5lump f 1 u i d Came•,+ Tempe Strength Requirement: _.MDQ--------- P51 ca 1' Max. A e oleave 1 Socks 26 1i2 sk Air Content_ 9gr g Mix No./No. packs — Admix. Amount: Brand: Admix. Amount: Brand: -- --�— Total Areb Unit Report Set Test ® Register Cote Dole U'�it No. 1Jo. Days Number Recd I Test �'•t• Load 7 125G 03-31 1 4 - U 16,670 16 Sq ill. 1040 23 —_ in. 28 lG sq 125G 03-31 14 _27 -- 1256 103-31 11 4 -27 I 1G Sq ittt. ct.: <ity of Tigard •-- SERA Construction Inspection&Rcfated Teats Carlson xestsng, Inc. _ P.O.Box 23814 4 X 8Tigard,Oregon 97223 RT REPOOF TEST SpEGMENS Phone(503)6P-3460 3 -30 lob No — CP-5018_ Permit Date Molded: , 1 q— 90 Client: WTM Development — —_.---- — Project: Tigard Retail Center ---- ------ - Address: S.W. Hwy. 99W, 1-igard, 0regun — — ContractorWTM Deyeluomerit _ Sub Contractor: ---- _— 43 Ticket No. 101464 Concrete Supplier. South West Red i Mix Truck No. 00 1 S. Leach Test Timer--- — food No. Cost By: _____.--- !___— - —` 5uliliy Temp. Nigh: ____ Temp. low: —_-- Weather: '- Bui ldin(l 8 line C 16 to _-- location of Pincement: _ ---+_-- — _ — Cu. Yds. __ Concrete Temp: fluid Cement Type -- Strength Requ+rement: _ 2000 PSI Q 28 days Slump ` - Mix No /No Socks 6 1�2 :•k _---- Air Content -- Max. Aggregate 3i� Ned yt ave 1 Adrnix. Amount: Brand: Admix. Amount: _ __--- Brand: __ _ --�--- T-- Total Unit Report Set Test (2 Register Dote I Date I Uv't food Area PSI No. No. D��s Number Recd Test -- 7 1256 103-31 4 - 6 16,670 16 sq 1040 23 - 1-- i i�. 1760 I 32 G8 � 1256 � 03-314 1 4 -27 � 28, 0 16 sq — 12.56 03-31 j 5-24 X16 sq S6 — Remarks: _ CC: of -- SERA Construction Ins1wrtion Q Related Tests CaAson Testing, Inc. P.O.Box 23814 4 X 4 X 8 cubes REPORT OF TEST SPECIME 4S Tigard.Oregon 97223Phone(503)684.3460 Date Molded: 3 -28 , 19 90 Job No. CP-5078 Permit. Client: _ WTM Development _e — `------_-----_ Project: ,_ Tigurd Retail Center ---- ------------- - .. Address: S.W. Hwy. 99W, Tigard, Oregon — -_— Contractor: WTM Devel,,;--ment _— _ Cub Contractor: Concrete Supplier: South west concrete — Truck No. 86 Ticket No. 101342 Cast By: — E. Day _ — Test Tine: 1 '35 Load No. _ gunny ------ — 70 55 Weather: Temp. High: Temp. Low: ---� Bui iding B Lo{ of nor Ht and souti-i wal is and first 1 i ft over dour ways Location of Placement: _ --`_- oil east wall . 7 Amh i e n t. _ Cu. Yds — Concrete Temp: Strength. Requirement. PSI ( . 28 doysSlump- I I u i d Cement Type Mix No./No Socks 6 1/2 sk Air Content_ Max. Aggregate 3i 8 pea gravel Admix. Amount: Brand: — Admix. Amouni: — Brond Set Test>a Register Date Oate Unit Total I Unit Report No. Days Number Recd Test Wt. Load- Area PSI No. 7 1218 03-29 4 - 4 2.8,694 16 sq i rt. 1790 2.1 28 1218 03-29 4 -25 16 sq in. 28 1218 03-29 4 -i5 16 sq in. i Remarks: �!-' �ty or Y 1 gAI'd SERA e , wuu+w.cif+i'aw.,pan+m..us. ..:�..Hu.k�v«.un.s»�,..w.wwr_.,.. W,.._,__..._,. ...._,,,.,s. _-_..._...... ........ ..M:,_.._-..,,,�,-....w. :r•......,..�».,,._...,�,�-•..w,. Con.tr ition Inspoedon d Related Teats f Carlson Testing, Inc. 4 x 4 x 8 cubes P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)68a-3460 Date Molded- _ 3 -28 _, 19 90 Job No. CP-5078 _ Permit. # Client: WTM Development _ ` __-- Project: _ Tigard Retail Center Address: D.W. Hwy. 99W, Tigard, Oregon Controctoi. WTP, Development Sub Contractor: Concrete Supplier: _ South west concrete Truck No. 86 Ticket No. _101342 E. Day Test Time: 1 :35 Load No. 1 Cast By: -- butu,y 70 55 Weather: _ -- Temp. High: Temp. low: _ Bu i l d i ng B top of north and 3uut.h wa l i s and fire l i f t over door ways Loc 3tion of Placement: --- ull east Wall. . 7 Ark iettt Cu. Yds — Concrete Temp: Strength Requirement: . 2000 PSI a 28 days Slump ' l uu i d —Cement Type 1 Mix No./No. Sacks 6 1/2 sk Air Content_ _ Max. Aggregate _ 3i8 pea gravel Admix. Amount: Brand: _ Admix. Amount: Brand- _ Set TestArea Register Date j Data Unit Total Unit Report - No. Dos s Number Recd I Test Wt. loco � I PSI tJo. 7 1218 03-29 d - 4 28,6114 1 16 sq in. 1790 , 21 _ --L —r----— 28 1218 1 03-29 i 4 -25 51,969 -- l6 sq tn. 3 :50 i 31 28 1218 0 2Sj 4 -251 51,040 16 sq in. 3190 31 Remarks: ___ cc: -,/City— of T i garu _ SERA i Construction Inspection R Related Teett Carlson Testing, Inc. Pr isms P.O.Box 236 ra REPORT OF TEST SPECIMENS 'ngerd,Oregon 97223 Phone(503)SIM-;r460 Date Molded: _3-26 19 BO lob No. CP-5078 Permit # Client: WTM Development Prciect: Tigard Retail Center Address: S.W. Hwy. -9N, T i gar d, Or eyur' Contractor. WTM Deve I Opffwiit — Sub Contractor: Concrete Supplier: South West cuncrete Truck No, 98 Ticket No. 101224 _ — Cast By: _-B- Temple Test Time:.30 _ Load No. I — sunny 70 55 Weather: _ Temp. High: — Temp. low: Building A interior shear wall - top Out of last cuurse. Location of Placement: 3u 1 1 i;1 try B not th and south Ends C-D 1 i ne 16; C-D 1 i ne 24. 7 Cu. Yds. Concrete Temp: Strength Requirement: --2000 PSI 2.8 fluid g q _— � --doy�Slvmp - ._Cement Type Mix No.i No. Sacks G 1/2 sk -- Air Content— — Max. Aggregate 3/8 pea gravel Admix, rave!Admix. Amount: _— Brand: _ Admix. Amount: Brand: Set Test ® Register Date Dater Unit Total Unit Re ori No. Days 1 Number RecArea d Test �—Wt. — loa� ea PSI No. 7 1174 3-27 4 2 � 144,490 s 120.09 1200 20 2b 1171 3-27 4 -23 i I , �- -1-- -4-- - - ------ -I-- -- - kemorks: - uu ' \City of Tigard SERA _ Inspected rebar prior to placement (if Loncrete and Found it to be in conformance with dans a nd spec 1 . 'rations. — --` — --- -- # >�A IWA# # ONA# # # Alf Construction Inspection&.Refated Tests Carlson 'Testing, Inc. P.Q.Box 23914 Pr i sms 'ngerd,Oregr,n 97223 REPORT OF TEST SPECIMENS Phone(503)494-34fJ 3 -261990 Job No. CP-F,078 — Permit Dote Molded: - Client: WTM Development Project: ---- Tigard Retail Center — -- Address: S.W._ Hwy' 99W, Tigard, Oregon Contractor: - WTM Development _ Sub Contractor: -- South west .'.o,,creteTuck r,lo, 98 Ticket No. 101224 Concrete Supplier: ._ _ Cast By: B• Temple -- _— — — Test Time_30 _ Load No. 1 -- --- - — —70 55 surilly Tem low Weather: Temp. High. P Building A interior shear wall - top out or last course. Location of Placement: _ —Building B north and south ends C-D i rte 115; C-0 line 24. Cu. Yds. _ Concrete Temp: — Type Strength Requirement: a_`>��--_ -- PSI Q 28 days Slump f 1 u i d Cement T YP -- — Aggregate 3/8 pea dr ave 1 Mix No./No. Sacks 0 1 iAir Content — Max. —� Bron+ _` Admix. Amount: Brcnd: Admix. Amount: _ _____ _ Set Test Register Do'e Date Unit Total Area Unit —Report No. Days Number Recd Tes; Wt. load PSI I No. — 1 �is 3-27 4 - 2 144,490 1 120.09 1200 ?_0 28 1174 -7.7 4 -23 231,1-0-0--�--119,14 1940 30 i I I I I _ -- �--- - .................... Remarks: cc: iCity or Tigard -------------.-- -KPF i SERA Inspected rebar prio to placeRttrtt of concrete attd found it to be in conformance with plan.i a ;ld sped tca tons. ONELZRALMRA ml I I NAME CITY 0!7� TTGAPD PECEIPT OF PAYMENT REC NC)i 00106030 ADOPESS: T'GA" RET4111. CENTER' PART CHECK AMOUNT 467.79 ISBOO 5w BOONFS FjFP.py F.0 CASH AMOUNT LAVE OSWEGO. ()F' Wn7'.5 PAYMENT DATE a 0,3DO —26-90 FJL OCli' NOj,)[)DF,,j PURPOSE OF PAyMEj-jT TIGAPD FIETAIJ.. A.p.C, AMOUNT PAID (-UP"OSF OF PAYMENT AMOUNT PAID PLr-)r4 r CK FEF 160- 1'3' P( ON CHECK FF�- HFC.J< FEE Q-N-74C) 71 TOTAL AMOUNT FAir) '+'af �nl nwr tw •+� A i 'AI1! +rr Conatrucpfpn lnapecrion/F Re/ ted Turd C;a�rLsrn Testing, Inc. REPORT OF 4 X 8 P.O.Box 23814 TEST SPECIMENS Tlpsrd,Oregon 97223 Phone(503)88a•3480 Doh Molded:_. 3 -22 19_ 90 Job No. CP-5078 Permit a Client: _ VFM Deve 1 upment Project: Tigai-d Retail Center Address S•W. Hwy. 99W, T lga1d Oregon ---- Contractor: WTM Development. — ---- _ Sub Contractor: Concrete Supplier. South west s:onr ce!e _-- Truck No. 42 _ 101151 Ticket No. Cast By: S. Leach Test Time: _ Load No. 1 'Prower s 00 Weather: 50 — Temp. High: - Temp. low: Building A top of wall On A litre 1 to 12. location of Placement, Cu. Yds. — Concrete Temp: Strength Requirement: f l u i d –_ Cerne�t Type C� �_ days Slump— Mix No./No. Sacks_ & 1/2 sk PSI� Air Content_ 3/8 _ Max. Aggregateed_ p gl_ayel Admix. Amount: — Brand: Admix. Amount: _— Brand: —` Set I Test ® Register Dote Date T --No UoYs Plumber i Unit Total Unit sport Recd I Test Wt, l,)ad i Area -- PSI No. 1123 03-23 3 -29 18,529 10 sq ilr. lir ]9 --�--?8 1123 03-23 4 -19 .—+—34,982 1 f Sq i hr. 2190 28 28 _ 1123 03-23 4 -?J 33,122 lfi sq il-r. 2070 28 J Remarks: CC 6 ty o f T i ga r d SERA — —- i i Construction Inspeetion&Related Testa Carlson Vesting, Inc. P.O.Box 23814 REPORT OF 4 X II TEST SPECIMENS Tigard,Oregon 97223 Phone'503)684-3460 Dote Molded: 3 -19 , 19 90 Job No. -5078 Permit Client: WTM Development Project: Tigard Retail Center Address: S.W. Hwy. 99W, Tigard, Oregun Contractor: WTM Development Sub Contractor: — Concrete Supplier: Russ Island ��— Truck No. 22 Ticket No. T-486219 Cast By: ?. Leach Test Time: Load No. 1 over cast 60 50 Weather: Temp. High: Temp. Low: _ Building "A" wall top lift urt 15 line A to B. Location of Placement: Cu. Yds Concrete Temp: Strength Requirement: 2000 -_ PSI a 28 — daysSlump fluid Cement Type Mix No./No. Socks tik Air Content-- -^ may. Aggregate 3/8 pea gravel i Admix. Amount: Brand: Kut tZ Vi i x Admix. Amount: _ Brand: Set Test ® Register Date Date _T Unit Total I Unit Repo' No. Days + Number ReaArea d Test Wt. Load PSI No. 7 1076 03-2.0 13 -26 46,076 16 sq in 2880 16 28 1076 ! 03-i0 4 -16 47,836 16 sq in 2990 27 �i 1076 X03-2.0 14 -16 48, 161 16 Sq in' 3010 27 LLI Remarks: cc.: i t y or Tigard SERA A P p r1 1p 0 l.- TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2469• FAX 526-2538 March 19, 1990 Peter L. Haritonoff Sera Architects, P,;,, 123 N.W. 2nd Portland, Oregon 97209 Re: Tigard Retail. Center Buildings A, B, & C Dear Mr. Haritonof.f: In response to your itemized list developed from fire and life safety plan review of the above captioned properties, I submit the following: 1 . Detail of Protection for Scupper of One Hour Walls: Eighteen gauge scupper cap should be built large enough to allow adequate drainage through overflow of the scupper shoulder and extend over the scupper shoulder overflow openings. This will. provide protection for those openings which rould cause exposure to roof membranes extending through the parapet wall. 2. Dead Bolts: Use of dead bolts on doors, other than door's secondary leafs opening to areas not normally occupied, are prohibited. Only automatic flush bolts sheill be used on secondary leafs of exit doors or other doors that may be used as exit doors. 3. Occupancy Up-Grade: Group H4 occupancy up-grade will be based on 1988 edition of Uniform Building Codes. I apologize for the lag of delay in response to your letter. I guess we can look at this as "better latae than never." If I can be of any fu.ther assistance to you, please feel free to contact me at 526-2502. Sincerely, -0'� Gene B�hili 0 Deputy Fire Marshal C,B:kw i cc: Tigard Building Department "Wogking"Smoke Detectors Save Lives CarlsonTesfing, IneCanstruct on Inaprc-hon l4 Related Testa . REPORT OF 4 X R _.___f EST SPECIMENS P.O.Box 23814 Tigard,Oregon 97223 Phone(503)6U-3460 Dote Molded: 3 -16 , I 9 9G Job No, —_CP-50 78 Permit Client: _ WTM Ueve i OpmeIIt Project: Tigard Retail CC-, '-�— Address: S.W. Hwy. 9%'# Ti erg, Contractor: _ WTM C)eyi:1uUmi:t ''. �-------_-- - Sub Contractor; Con.rete Supplier: _SW Recl i i i i x --- Truck No. 91_ Ticket No. 100961 Cost By: -- ---`-- �—----- Test Time: 1 Over Cast -- loot: No. Weather: �— — — -----_ --- _ Temp, High: - 60 50Temp. Low: Location Of Placement: 3u i t di by "A" lines 1 tO 7 Ofl l i rte A I-,t I i f t Over — door co 1 urnts. — —_ Cu. Yds. -- Concrete Temp; _ Strength Requirement: _ 2000 — — PSI c( o days Slump l I U i ii--- Cement Type Mix No./No. Socks '--------• Air Content Max. Aggregate 3i_8 pec- yr ave 1 Admix, Amount: Brand: — Admix. Amount: Brand Set I Test j — Reg�ster� Date — — _ No. Days Number— Dest Wt Total —+ Read Test Wt. land Area Umt No.1032 PSI No. 03-19 3 -23 12, ].02 `-�- pf sy in. 7a0 15 1032 I03-19 4 -l; —'------ p _ I1G sy i rig. LO 1032 i 03-19 4 -13 j III �lf sq---------------- i — — —---- Remarks: C C; VC f ty o f i i yd r d ------ SERA Construction Inslrertian R Related Testi Carlson Testing, Inc. r�AY � � 1990 4 X 8 P.O.Box 23814 REPORT OF _ _ TEST SPECIMENS Tigard,Oregon 97-223 —' Phone(503)684-3460 Date Molded: 3 -16 , 19- 90_ lob No. _CP-5078 Permit Client: — WTM Development Project: Tigard Retail Center Address: S.W. Hwy. 99W, Tigard, OiL- ori — Contractor: _W71"i Development Sub Contractor: _ Concrete Supplier: SW Red i Mix. _ Truck No. 91� Ticket No. i 009ti 1 Coo By: S. Leach Test Time: _ Load No. 1 uverLdst 60 50 Weather; _ Temp. High: Temp. Low: Building "A" lines 1 to 7 on line A lst lift over deur columns. Locution of Placement: 1 Cu. Yds. _ _.Concrete Temp: Strength Requirement: 2000 PSI a 28—y_days Slump f 1 U i d _--Cement Type _ Mix No./No. Socks O 1,'2 sk. Air ;;ontent_ __ Max, Aggregate 3/8 Ped gr ave l Admix. Amount: Brand: Admix. Amount: _ Brand _ SetTest(a Register Dote Dote Unit Total Unit Repor' No. Day% Number Recd TestWt. Load Area PSI Nc. 1 — 1032 03-19 3 -?3 12, 102 16 sy in. 760 15 28 1032 03-19 4 -13 20,309 16 sq in. 1270 26 56 1032 03-19 5-11 24,603 i1j sq i11. 1540 3`) i Remarks: LL "City of Tigard �-ERA Carlson Tesfingy Inc. Construction Inspection&Related Tests REPORT OF 4 X 8 P.O.Bos 23814 TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 3 -l 19- 90_ Job No. CP-5078 __ Permit 0 Client: WTll Bev eIopment Project: Tigard Retail Center Address: S.W. Hwy. SIN, Tigard, Oregon — Contractor: — 11rThi Development —,_—� Sub Contractor: Concrete Supplier: SW Red i Mix Truck No. 9l i, ..es Nu. 100961 Cost By: -- S. 1_eaclt 1 Test Time: .00h No. overcast 60 50 Weather: Temp. High: Temp. Lew; _ location of Placement; Bu i l d i try "A" l i nes 1 tip 7 un l i rrc A 1st l i f t over dour cu I unrns. 7 — Cu. Yds. Concrete Temp: Strength Requirement: 2000 PSI C 20 days Slump f 1 U i d Cement Type Mix No./No. Socks — 6 1/1' sk Air Content __— Max. Aggregate.-3/8 pea gr ave l Admix. Amount; Brand: Admix. Amount: Brand: Set ( Test ® Register Date , Dote Unit Total — I Area Unit Report No Days Number Recd Test Wt. Load PSI No. 7 1032 03-19 3 -23 12, 102 sq i11�. 760 15 28 �_ 1032 103-19 4 -13 20,309 h6 sq in'• 1270 26 56 1032 X03-19 5-11 16 ski -- i i Remarks: —cc "C i t of T i gat d SERA (onstructiun Inmpecrion R Related Tests Carlson Testing, Inc. P.O.Box 23814 4 X 8 Tigard,Oregon 97223 REPORT OF —TEST SPECIMENS Phone(503)6P -3460 Date Molded: 3 -13 , 19 9O Jab No. CP-5018 Per mi t. # _- Client: WTM Development — Project: Tigard Retail Center Address: S.W. Hwy. 99W. Tigard. Oregutt — -- - ___-- Contractor: WTM Developmet'tt SubControccr Concrete Supplier: --�-- SW Red i Mix Truck No. 42 Ticket Na. __100834 — Cost By: S• Leach Test Time: _ Looif No. 1 uverCa-,t. 50 40 Weather: Temp. High: Temp. LoA: _— Walls G a N line ruotings 13.3 # 3 stem wall 4 G to E. Location of Placement: --- _.Cu. Yds. Concrete Temp: Strength Requirement: 2000 _ PSI 4 -- L8 days Slvmp Cement Type _. 6 1/2 sk 3!8 ' Mix No./No. Sacks _ Air Conten! Max. A,gprega�d Admix. Amount: Brand: Admix. Amount: _ Brond _ Set I Test ® i Register Date Date Unit Total Area Unit - Report No. Days Number i Recd Test I Wt. Lord ; PSI - No. 1 I 0976 j 03-14 3 -20 18,905 1f' 'q itt 1180 13 ^ 28 } 0976 03-14 1 4 -10 +16 Sq it-I. 28 0916 03-14 1 4 -10 ! 16 sq i rt_ 1 i J � Remarks: —Lu: `'"ty or Tigard SERA MR assn IRA '� +� aa1 xai aae Construction Inspection!!t Related Teets Carlson Testing, Inc. 4 X 4 X 8 P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Ph,)ne(503)684-3460 Date Molded: _ 3 -09_ 19 90 Job No. CP-5078 pt'r rn i t. - ----_-------___-_ - Client: WTI f Development -- - — ----- --- Project: ._ igal it IZF.tiill Celiter _Y _ Address: — S.W. Hwy. 99W, Tigad, Oregon r — --- Contractor. Wlf•i DeveI opmFnt. Sub Controctor: Concrete Supplier: SW Re I i hS i x _ Truck No. 88 Ticket No, 100 753 Cast By: _ Fi. L 3! ion lest T-me: 00 _ Lood No. _ 1 _— R� iuy 50 40 Weather: ..___. Temp. High: Temp. low: Building C, Iron, east wall top 7' 50' long from grid 32 to 25 A Location of Placement: bui Idirig bottonfi 4' 70' from grid 10 to 15 ti 10' in east corner going no!'tl-�. 7 Cu. Yds. __Concrete Temp: Strength Requirement: '0'1�' _ PSI ® dnysSlump Cement Type Mix No./No. Soca s C' 1/7 Air Content_ _ Max. Aggregate 3/8 Admix. Amount:- 7 gal Brand. hot uat.er Admix. Amount: Brand: Set Test i' Register Dote Date Unit Total Area unit Report No. Days —Number Recd Test Wt. Load L 4 PSI No, i t. 7 0908 03-10 3 -16 ,0. , 151 if sq� � 1300 11 28 0908 03-10 4 - 0 43,426 10 sq 111 2710 22 280908 03-10 4 - fi 420409 16 Sq 2650 2.2 � I Remnrks: t.Ltri ty or Tigard SERA Carlson Testing, Inc. Construction Inapertion *Related Tests 0 X 12 CUIICr ete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 2 -27, 19 90 Job No. CP-5078 Permit # Client: Wt f M Development 1igard Retail Cerit.er Address: — '' W. Hwy. 99W, T i oat-d, Or egon Contractor: _ Sub Contractor: _ Concrrte Supplier: ')uut.hwrtst. I eili mix89 100431 Truck No. Ticket No. Cast By: fi. Lar�'u1' 3:00 20 _ — — Test Time: _ _ Load No. r,uni'y E;O 40 Weather: — _ Temp. High: Temp. low: I riot i rtu-z yr id 1 i rtes 15. "B" 8 3. Location of Placement: 6.5 -- 67 Cu. Yds. Concrete Temp: 1000 Strength Requirement: _ PSI doysSlump Cement Tvj)e . Mix No./No, Socks — Air Content3i4" _ Max. Aggregate _ Admix Amount: Brand: Ca 1 i.i um Admix. Amount: Brand: Set Test a Register Date Date Unit Total —�— — No. Days Number Recd I Test vWt. — y i Area Unit Report 1�—_— load PSI No, lv—T 0715 02-28 3 - 6 68,521 28.27 2420 � 9 'S I 0715 02-28 3 -27 100,280 28.27 3550 18 i3 0715 02-28 3 -27' i 98, 100 28.27 ;70 18 Remarks: LL: City of Tigard KPFF SERA PROJECT MGR. — JOB CAPTAIN -- WILEII PIPE CHECKED f�laW �3JH -- �- - 19 SPACES -2"O.C. 31-21' - —_ ; DRAWN IIS I 2," BAR-1/2"d'113'.2-02" — i' 1 9 ff DAIS Lj B �1►' '�t VIS I �- N C\, I r --+�-- REVISIONS LJULIMIJULL-Ji Jil —IMT•\: 10 S•1 N.L. TV, „ - -- cc �-• -- 3'- 3'Y4 ---- /' TNI CY TVA"IC B11EIiTN P� AN \� I 0 3/4 -- _SEC 1 ION T - STANDARD CAST IRON �% FRAME a c.rnER C SECTION B- II IM - „ , rlrrlSHEU �1,Ar�E (2) - 2'V2 z 2•I/2 z3/8 z3`•i i • to ELEVATION - _ — -_ --- ------ -� __ +1 _ CATCH BASIN OUTLET PIPES 10 ,IA �\ " / M,NSE - SP SA STAINLESS "�� _ r, .. � � M •• -4 VZ- - BE B300 ROu3111 DOWN TO MA 1MJM I _ �- `STEEL. 2 1/2' OPEN N'12' MIN ' COVER AS UUi;nlr A6 ►08S1d_F - �— ,- NIAXi(LE 7' LONG MITH f/.' , 1 , 1 �� _ N fV A MIN F15,EN WITH e e 1/.• GROUT , _ _ n• BOTTOM Of 1'O LIME = AFTER CATCH BASIN CON NE CI ION 11 ITh. SIL. SOITS! 6" I t " " " I I � I � ' DITCH IN , MIN (2)"2�/'Z z 2,V2"TE 3/H z 2'-3 ►"> , - VARIABLE lE oL r \ I 1 I -GENERAL NOTE I f ; ASPHALT COAT ALL SURFACES F CATCH 1 + - aa_- - WIN AND CLEANOUt AFTER M LDSN6 OF COMPACTED FILL I -_ - — SECTIO 1�J C—C R D '�, n MIN I (EDT DIP eALVANIZE (At tuwu ACTIXIER'S FRAME AND GRATE DETAIL s r J 01 SC.4E T I ONI v i t L I I \� -- _. INKD CLEANOUT I USE EXISTING FRAME d GRATE o INSTALL -0. SAT" T:w•- I � j �. , I P DOW LLS 450 BEND + I Q 6o.c,; e' SECTION A-A �\ • I I I-II 7TMOMID CATCH BASIN I I 1��IAL 16 ,/4• M.S. 10 Br MILD fTEEL WYE BRANCH , Zi-6 MIN 2,500 PS I OHC , ALL _TOES, REMOVE - I, y„ z PROVIDF & SEC )RELY INSTALL ' r' I LLU S4• SSL�AFIF CATCH NS I lI�1 Ai.l � - -- -I -------- ------- �- I -./ `---� PLUG WITH RUF,BER RING GASKET 1 _ - - yr- - - - - - -.._ - - - - - -� /. ELEVATION M07E SAEAA SHARP CORERS AFTER WELDING \ O v , ' DITCH INLET RAISED 'r0 MAKE CAT^vN BASIN Q CATCH rIASIN HINGED CLEANOUT STANDARD CLEANOUT CATCH INLET0 NOT TO SCALE NOT TO SCr.,LE NOT TO SCALE NOT TO SI:AL.E Q �j Q 0W > — NOTCH LID FOR / Z" C/KT�J"li" P�Jr E�4✓1 I�/ LU W n. / ,IiTING HOOK II j„ ..' -- 12"MAX. / may_ I CURB SHALL EE MACHINE EXTRUDED 2 TO BE 3,000 PSI AFTER 28 DAYS �-----3/4"R 3 EXPANSION JOINT EvER1 20 FF,ET1 4 CURB SHALL BE BONDED TO ASPHA,-- / y > \ ��j:� - _ \�� 7r ,..� 3' �G`�` i CA IiQMPA�rW �U�IrTv✓P �JA�O I AND/OR CONCRETE C STANDARD MAW.,JLE i /, Q �� 1 FRAME 8 COVEP7 r �.�'S• , \c� 1 , ,,, r I �� \;. . .,. t�G1AT� I�UMfrV�VIV rT! �C.�- A"TO �IT/r• .I��••L1 P :.A''�•� � PARKING AREA �' v MOTAN - 'J I T -I I!I!. r WISH DgAQE � A V 4' CONCNETE EXTENSION J GROUT-- - l--- I I / MLXE SU9 FACT. OF II, ' r n i III - -^ �. „ „i" RING \ \ *� I GROUT flllE T SN!GCiTH I a a r ' V / O t) III per- •� J -4o �1 7 BFORM GAO FD 1;.- II ' I -GN�.�'�/� �G" I TVERT TOD'u CI CN ' IL . 'O O I J)1 ._.—.--2,_03/4., _-- J• - p p IO" - > " OF FLOW CD (� I C2 UFT�J) e �- -- NAM-NEK JOINT Ir-- ° MATERIAL. OR 0 4e"-- el EQUAL \ ` ' 1 ' �� - - " �' ' PAVEMENT SHOULDER--> MH RISERS ` ` `\ -Q '/ I a P G ----EPDXY BOND // ST D 48'L°. \'_ _fi. I - IZ"- I" MIL11ly (Y1JlHED R1X�K P 12"MAX \ - - �_-- I'-.�__.._.-..._1 -10" - -- �y,� eVe,6�Ar-�f L - / °I NOTE C,L �f�J I W %E/Cf(.trr�L/V - a •' - v ` * 1'%ft SLOPE •• f1 N I. ♦'CONCRETE EXTENSION RING � � � � -.---.��• , INSTALL AS REQUIRED i0 WRING ^ ITIV C�''lf��°v1101�! !''1�/f 1 IC T -' --".-`--- - - --_ . .- I MANHOLE ".OVER 8 FRAME To _- 2•-ay _� HEAVY TRAFFIC AREA _ I P • OL 31 Lim 1, ADL IMAA. 3 rtlNul COVER B FRAME TO 6E MACHIYEU Z "' ••_..• b _ /. _• -- 12' LAYER COMPACTED TO A TRUE BEAgI G ALL AROUND. -._--. __._. -_ ! y ----__�_� V ^� 0 r`✓w ON F14J L- ►a -4 tr-I O N • „ r• o • • • • • . •• GRAVEST 3/4 1/4"J 2 INLETS/OU1I ITS AS R!.0 r ✓ • _ w ° 123 NW �t,'tND AVENUE i 6'0" MIN. POIR MANHOLE FRAME AND COVER PAVEMFNT SECTIONS EXTRUDED CONCRETE CURB PHONE: 50. -84445 STANDARD SHALLOW MANHOLE _ NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE EAS£MENT ARLAS rRAVELFU Rrv;,r5 OF wAr TABLE A -- - --- — NOTE; SRe "Table A" for Existing - — r TRENCH WIDTH dimensions not shorn d,, t.r,,y K in fen ' MAXIMUM PERMISSIBLE _-_. . -_ _.-- -. .__._-_ I w AT For Driveway I 5 6 tl 10 MATERIAL 5 `ti 2"-0" '.RUSHED RUCs, CLEAN, TYPE A TYPE A-1 1 Canner tion - --- ------ r- -----" _ - 1- See Surfacing 6' ABOVE. TDF' OF Pi PE 1 1 foot iter - _*I in feet _- AND COMPACTED TO PORTLAND CEMENT CONCRETE ASPHALT CONCFIFTE Detail - p 1 41 PIPE SIZE - TRENCH WIDTH a5% AASHTO T 180 SIaD6 �ar„>VI6 - /--T- M �; 15 6 2 0' I sloe" v01'10D1e ISeH Inso, 1 AI [ /I X ~ 2 !� 14 IT 17 11 11 ----- --- ------ -- -'� 1`,ee ]riser, AI� is 1 As(,h. coni, wwring sur Ime Y y �/L / - --_ e 2 0" /f- �1---_ Concrof• Curti I Class ut nw. as wec-find a wl I� 5 19 19 y Iy _ - KWPI ASSOCIATES i /. Concrete curb _ 1AN05lN7JFYORS • -- - 18 21 21 -;I 21 �- 7!!1' �- - --- -z-----' - -- CIVIL ENG1NEfE?S urh _-___ -" ___ __-- -- 20 23 2) 23 23 10 2' I" K4.�1cE m6 1 S _*ARM N vy M !/4"- 1/4 .' ( P,vfor mod filler AggrSigat• Ba Se - -- ' SLI ECT GRA NUL Ah MA71NAL ;,, t6yn. COIrlp. IIY,n. 6" E141•) 7i IT 28 29 30 J6B1$W RECO N(Ni'fvt ��--_- ---_-_�_ 6`" " r ttr PIPE ZONE 95G:rMHI:tiGr, SEC110N D D SECTION 0-0 HALF PLAN 24 29 30 )1 32 so11eJ5a2w 14 2' B' PER AASHTO T 180 _ -- FINIgHEI� l>PI�D� , — I Apr un ` I Apr On $ ?b 4 )I )..' 33 34 I RIVE WJN RQ� 17 2' 10" `__ , ` • , • --_- ._.------ ._.----. u, �IUUe van ia(Jle I I Slope vor or-le I ¢ �- 2B �) )4 3_L1- )h .I. '1' 6" I R, lop of concrete Nr -- _1 - -- �• f r.'` 5TP-UGTurp^ C�(F -- -- ---' --- J �•_ l curb " e 3S 1 3H f/11N • L TILL T� 17E I� CJ ;r. �� z 30 )6 3 -- 1 .': ( INTO EXISTING GP•OUNO AFLOUWV SEC T ION'E E SECT ION E-E r.. I F - 3` 41 41 41 46 I l �At7EMEWZ�-7 A5 SHOWN 11" a' 4" I PIPE -- 5 46 4A i ZONE �- - 2'F MIN. L fi'EMOVED ---- — --_ --- - Gutter IIne � F XIhTINC+ FCUUPATION WALL I }4 4} A, 1 - LLL 20" a' e" --- , - oi: , HALF ELEVATION l+h�re o 1' 1„sl lone ie �b •-•., ,. -_--_- —_-_-_ ._ lConstructed adjacent to - _�L 1 Cutter ( Y4R- --- a the Curb line, use 16'w \ --'_ --- -- _ n u minimum for residence and I 24" a' lo" — 4"MIN or D/1 j -I ,i ♦ b" MIN. - -- - 1`711� 17f Urlvuruy , w �-' ` - - F11. G I �. •.J lUD of Concrete 30 M minimum lur light • � ----- � - - a.. _ - -, Cummerc�al, add S to el . � ._ ...._ ( � 27" 4' t" 4'. 2 e - • � � Type � curb � for both. not Odd th 30" , S_— -� O Stype A Curb Shorn • ;-. F 5. Io el When 4' m.nymuno _ 11 1 "'� -- -- moulder Or blhewa S • ° �I—�'y� ��BI SECT ION F•F nCluded In the typical. aa" 4' lo" L PATI TUR uNlvfwArS Cut for line ) Rae. F1� i K' PkIOR TO USING THESE PLANS FOR CONSTRUCTION, C— T TF'E A or A I I r " • ° --� aL" a' o" HALF El-E VA T ION _ THE CONTRACTOR SHALL. VERIFY WITH THE ENGINEER ' INSfR1 A IAl1ERNAIE APRON SIOPEI • •'" _ •� 42" S' 6" Minimum olioeot,l@ for Alternate Opron Slope •0 he used -- _ (C" CLIA. H(,L.�� -__--_-- d,ornugr c,)0trLII I— 1160 only OS dir"Ct@d by the engineer. ��,,.,,�J�,.�� THAT THEY HAVE THE LATEST APPROVED DRAWING. PRINTED � PROJECT NO. — atively Sloped 0 v"wcts. B Curb e•Dosure '.E.. : / ' normal. vary �' Fi I"T.+'�JTr11T11/ I— -.-- f'XI�JTING lhAhEMENThLAb as Shown on p1Un8 or a$ er.fed. ptp'� DEC 111989 `�H E E T �_ KAMPE ASSOC., INC,( STANDARD TRENCH DRIVEWAYS FRENCH GRAIN STRUCTURAL FILL FOR BASEMENT AREAF3`1 C-2 � NOT TO SCALE � NOI TO SCALE NOT TO SCALE NOT TO SCALE ®ETAILM II- .. � I ,j„..'.:I +,� f � , I II��In II I 1 1 1 1 1 1'1 1' 1 1 T I I I f i 11 L. �I I I�'�-� . v�rlFNr+ .�..w..,�..,�„�,•,,.,,��,,� �r �+IF THIS DOCUMENT IS LESS I I I I 1777N I I I II I I I I I I I I I I I I I T11 I � ( I I I I� I If W� �R �V ' 9Qt3 LEGIBLE THAN THI'S NOTATION, — -- -- — —^- -- IT IS DUE TO `iiiE QU,LI'I'Y OF Nose THE ORIGINAL DOCUMENT. _—.-- J11i, _ZE� � 0� 8 T �I T ££�I ti i Z� I [r 0TIIIIIIII B L I 9 9 I IIlIII I IIlll1illl IIIIIIIII IIIIIIIII (III (III IIIIIIIII 1111II�IIII IIII111'1IIIIIIII I (III III( IIII�IIII IIIIIIIII (III (III IIIIIIIII (III (I ( (III (III IIIIIIIII IIII� 11IIIIIIII1111 IIII�11f Illllll IIIINII { �Iri1111M�Idli�1 irri�.oiY� ` NOW-ma aJ~v�iN FQ tyt A71oN I + � CmOF TIGARC ¢-r c � i6NA" ed. ............................................... ....................... •GENE AL N� � s• L � LL11Y NC " rixoNTAm� !l�rz'.G.._.wCondgionafy Approved ...................................,..... . ...._.... �. 1, i 1E LUNTk4CAUR SHALL BE RESPtINS1131E: FCR i XPIOkATTi)N` AHEAD OF HIS WORK ALL S10RM I INES AND ROGF DRAINS 6- INCH F v,C WITH MIN AAM 21 S'OPE, 1 For only the work a�de_s_crifsed in: .� ' PERMIT NO. iS—L�. �`� — �.— .w.l� M TO PETERt'IiuE. ME EXACT LOCATION OF ONDL'RGROUND U1ILITIE3 Ok U1nl.ft JNLESS O1HERwISE. NOTED. ee letter ... .....••••••.......•• ..................•• �E �} � 8 I Follow •( 1� rE.ATORES WHiCH MIGHT INTE,RFLRE WITH CON[IRULiION. WHEN U111ITIF.S OR Pref 014VIN If,V Itii . . .,�` i Attach........•••..•.•••••••••••••• ......••••.. ....___�Ile) fIn OTHER FEA1UAfS ARE kNCUUN'iEkED, 1'I SHALL HE THE LGNTRACTUR S 2, AL1. STORM AND SANITARY I'.V.C. PIPE .,HALL CONFORM TO ASTM D 31134, Att h - - [ IaA '�'�v c RESfJNSl61L1iY T11 SIWPUk, ANUNIK Pkt;IECT T)iESE 11tMS DURING SDR 35. F0,1 2R�4.�"7 — t.�,IN Vv.-iv ,,jl' b Address: CU STRUCTIUN SO AS TO NOT thIEPRUPT SERVIrli NECESSARY ARRANGEMENTS I.�.Go-, 444 Zo {�� SHALL BE MADE WITH U111-11Y COMPANIES FOR MOVING OR MAINTAINING 1HLIR 3. ALL PIPE BEDDING AND TRENCH BA�VFILL SHALL BE PER ;HE 14"CH DETAIL. �' I I� Tw____- Date: - ' S- �rfO txM 1�1ANHo E �.Ig'1 w! + I BY'r��.- RESPECTIVE SFkVICES AS REOL!RED — ----- • !•i�•• tt•J (�s) 2'S�.AU ` r',�. 4 ; X '�` 4f:',ASiCTN5 2, EXiS71MG JTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY OND MUST BE I.0!N (W) 252' VEXIFILD BY THE CONTRACTOR. AUDOWhAL UNDLRGROUiID UTIIITIES MAY I.c. C�JT" 1 .�0 ��"c? JTT► 1 'j7E ��.r— 1 T S FJ1T 5T, END WA1.••L- I "^• " S ' _.2.51x.8.15C,Tom' ,�3 �" , . IF.I 3. TMt ENGINEER HAS NOT BEEN RE'AINtD OR GOMPfNSA1ED TU t'kbVIOE EfsSI6N AND A,L.L- �'ll~t'T ll. TANi� °yHAI.l� 6r~ PUN;PED DVT' .4ND1 FIL 4ED w'ITM gAkJP oFa CaI�AVSL LACX ION OF t �. _ Y r ��" ♦ 8.'�D ` �., 199, iL d 3 J CONSTRUCTION kEVIEW SEliVICI S RELnT TNG TO THE CONTRACTOR'S SAFETY -1 , +,+ ��, P°ECAUTlUN5 OR 1U MEAN., ME':NODS. 'ILCHNIOUES, SEQUENCES GR PR00011RES � i°''f - TANiLh � UnIAVA]LA�Ll T}I� C.GNRAGTtafi rS' �6.� /.._�. TicsfIF"f `fTiE P_>�111 t>IP.tra 1JFPARTmal1JIT TD r ""7r" ' '"'' k a�•. is / ..G�..: ''" 1 :ak �c'` ir1F3" TL+dCTOR (D PERF'011 Ells WORK, - "" F F I / 3;5 =�w REQUIRED f OR THE COA �� A Er:C.:f Tl-IE FIL4ItJ(_.� unix• �MOVAL, OF AU. C"4 tai Lal k CONTRACTOR TO OBTA',N ALL REi UIRU, PEF.M:TS AND LICENSE.; bEFURF STARTING '�FF'r!L rA i�-y. CQ 4STRUCT ION. �.. GO 1 y a. J r ..� _.. I f-jI/� TAP A 5, THE CONTRACTOR SHALL DEVELOP AND MARE ALL iJL1AILED SURVEYS NF.CE;SARY 2519! ��.,_��=� ,., .. 1� '�V4, r >i _ + `"9+ FOR CONSTFUCIIGN TO ASSURE COMP'IAANC,E WITH THL INTENT Or THE DESLRIbED 1w 1 3, 90 5T.4:'! .. _ �. '�. = �tKF- T- r�•i�� r>r~vac F�L_A;J=� WORK. �E< ' �n ai Y �4 t - r ,- 25'7.l -Jr, t`ov *AP.rr�,R T" S�V**z ,'LAt�J ANL 6. THE CONIkACTOR AT ALL TIMES SHI;. URSE�VC Aril COMP(A WITH ALL FD.JEkAI., SPATE. AND LOCAL LAMS, ORDINANCE5 AIiU REriJLATI0S IN ANY MANNER � � IN125CvG� �t � � � 4 AFFECTING THE CONDUCT Gil SAFETY OF THE WQRK. ` , ALL MAT£RIALS AND INSTALLATION SHNi.! CUrif�LY WITH L'TY Or 11GARU / '�� ' 'b Jj f* STANDARDS. i� ( �,T{�' +� a`• .1.lkj- 4i``` __.. it�2?�i:4� Uj —,GRADING �' t V: I�i• Sf" •�• 4 't:' ! ALL F`..EVA11040 ARE TOP OF A.C., UNLESS OIHERWI,: 1TEli, U14 L �' ' MAXIMUM L,ELAIIVE' LElis"Y by AASItT. 'F.St1, "} .. 2. COMPACTION SHALL BE TO 95% 01' e� 1 ) - r , �.•� 4 't i r � � •V �l (� CONTRACTOR TO DETERMINE TYPE OF EUNPIKINT AND METHOD TO USE TU ALH1EVc .� ' ern �! �C ��,� / /,, , RE UERED C;>NIPAs:T10N.Q '_. CONTf3ACTOR SMALL NOTIFY THE: Ei�GIIiECR WAErN SU',i;kAt,F' IS CT,',PI.ETE., AND 24 `,?,t> U - �+, •� _-- HOURS PRIOR TO PLACEMEN; OF ROCK-BASE MATERIAL AND 24 HOULS PRIOR TO FINAL PhJIMG TUR A,1 ,N$PFCTIUN Of: THi Wi1R?, fARURE TO CO ;;G IWILA. MAKE 1 + ( _/i•G' ,Q� ~y ~ _ w (, n r 1 �. �. rEr ANY' SUBGRADi FAILURE. OR iJRA1WAGt: PHOPLEM. TI'£ RE5PQNS!BiL: Y OF THE ,-',r' H r,I;', fel.' �; I•I1 �G�� _ JJtt ( 1) rf CON I RAC iUk, � ` 4".��j ' � T,.. y.'E:- i i •,�;• '0�" � (• plaD 84 I � �l .,,•�< ,t / c•_____, ��Jn << ', ASPHALT CONCRETE PAVEMENT MIX TO hE DESIuaE: t•RUM A :,X F0kMULA ; �`APPROVED BY U,S.H,f)• FrJR MATIRIAl. s,+)Ef!, C0NThhCTOk TO PROViDL CNUINEER �' �' � � •�� ` '� t �! WITH CERTIFICATE DF COMPLIANCE. FkuM ASP1;AfT PAVE"IE,!11 PLAN, UNLESS �y,• T '�• ','' r NA MiX (LAOSIFTC0IONS :•HALL bE PEA THE OTHERWISE INDICATED, ASPHALT PAVEMENT SECTION SHOWN ON THE. SIANIIARD LETAIL SHEEP. ` f 1 � ` � /Q' �'� �'. ''�l••� � a t t '�' r r '4r I ;' '•�� ' 1 f �>F.i` �r"'-F_L'T RING �WE� k C'tR8 TO BE REMOVED AS SHgIvM UN PLAN y 1£W AND SHALL Bt: DUNE 1 N , +` 1 � ' ,.": 2 n2 E:X1 ,TI 6 1 er rt ;% F'ij•.1f�I-! �'Lr_ Y_�F� ttl � ; ��` r �, + r✓IPFG'�/EMT� �i�N NFDR L—� R AS T4 NOT DAMAGE AHD r.URlI ()k AF,' fHAT i,, TU R£MATN, �! ,� ti ',' ;` t` � cute tz T DMZ SUCH A MAUVE 7 JI c. ;i % � 'r'. I!J�OIRMAT+ON. cam' 6. PAVCMIENI JOINT: CUT EX(SflNti r'AVLMENT 'TC STRAIGHT VERTiCAL EDGE. J01N �� - i.' �rjt' � IIPLIT�0 NEW PAVEMENT TO OLL' PAVEMENT Wl1H TACK COAT OF PAVING ASPHALT. F,A'ittl W PAVE NT. "q rr' ,yf� �i ,.`'a. �., rF �„�� ` t,.Gt �. ....BQ,�C � � t�,'`. •.' "'' `� GRADE OF OU PAVEMENT WITH NEME: f y 7. ALL AREAS WITHIN THE GRADING ANP. PAVING LiMITS SHALL BE CLEARED -OF ALL r� � 2, 9. � '� ��' � .49 ------ iM G`7f) lo�l � � . �) DEMOLITION MATERIALS, ALL EXISTING ASPHALT, CONCRETE, ETC. , IS TO BE 1• '1 4 ' f �� REMOWD FROM THE SITE, £XiSTlNti BUILDING:;, ASPHALT PAVING AND CONCRETE / �E E Pe HrT (� n fxo� R FGTUrx,°1t. s°�WiNl7 ,tr . `" �. •�' " ` �"'' iOUNDATIONS INSIDE OF BOUNDARY LINES TO BE DEMOLISHED AND ALL DEBRIS rr' G �gNp • I�'IFINa n ; REMOVED FROM THE SITE, t r.sj` nc;; AT F01JWPATIc1PI: �• EXISTING BASEMENTS SHALL HAVE A MINIMUM OF 11 6-INCH DIAMETER HOLES f 21 s " '^»�» Y,�;,�` r T A�' 1. / * fL� »., > t.!' �,Avvl�.�T I IN F4rJ' C H T 0 LA AT 10-FOOT 1 RS TO ALLOW FOR DRAINAGE ` '"^«. 1, PUNCHED THROUGH THE FLOOR SLAB 10 O( CEN E �\" f '•� �JJ ✓� , `' etp as , l %r ;C r` X i -T I►.U'a PRIOR TO PLACING STRUCTURAL FiLL. THE' STRUCTURAL FILL SHALL BE PLACED Y' ALL_ \ �+ 2eNOT'EO H�AI'Y c A' M NT OF ILL AROUND PER ITEM a10 BELOW, (SEE DE'rAfL Oa TYPICAL PLACE E F L --;b BASEMENT WALLS.) LI.�EPk D f%r.N a'�s r '; ' r ' ';.: ' 10.:.. +� k + / C- C E :705T v.It ,!-vm J 60, �y i K. ' ° i'r t(' �Cr `� �'- ..i t ` t' 7�!• / r ,5 Q�' T^•'N /. '''"N' '. R•.r ./•'. rs"- `� i. C ,, ,<p: . .�f 1.SF.. ,•.'� 9. AFTER ROUGH GRADING IS COMPLETED, ALD. AREAS ARE TO BE PROOFROLLED Ub,NG / GLA,-~ro>•J J. C�Afzr��E.R +�"';,' ,< en • ,r - .y ,•,•-° - �aG► .•, h , ; �,x.r',�; ; A LOADED 10-YARD DUMP TRU:K OR EiiUAL, ANY SOFT AREAS FOUND SHALL 9C f f -r ✓ATp_W Ae 1t R ,. '�` "~ e ! i d� 1;; , j ,» OVE:F._..;AVATED TO A DEPTH 0fi 'B INCHES At;'.' BACKFILLED WITH 1-1/2 :1" CRUSHED ROCK 1N 6 TO 8-THCH COMPACTED LIFTS. » { y 0. ALL STRUCTURAL FILL SHALL BE PLACED IN 8 TO 'O-INCH LIFTS AND COMPACIE'A T M N to F RELATIVE COMPACT III AS DETERMLkED BY AASHTO T18C. 0 A I i V!'1 0 95S f Y ry 1 ��rTy� A 9 ' �.� A., ,�� .... •I ".\f4"'' / / {/' \ i^L/f E� l�-'IY C�/1v TZ/� rfl-.a_ A�Jr_I�G7 IF GRADING IS TO BE COMPLCTED !N WET WEATHER, ALL SrRUCTURAi. 1 !LL SHAI.t, e � f�; ! tt1 ; \ , i23 NW SEOOM ASE BE MADE WITH GRANULAR MATERIAL W:'IH A MAfitMlkl SIZE Of. 3 lNt.HES. , I'� o 4� ":' � ) I'tYR'I C1R£GpV R�xf1i' 1 f „/ - �..,, .,sri t i.� - '�', ° r� •`V 't �� `�".••..,.,�, r(JA. .�.�,• � a � `J t�l'�'TU»ALV t�'T' C.oNS'r ULT IDN SNAL.L CONTAINING LESS THAN 5Y FINES. DURING DRY WE.MTHEk. OTHER MATERIAL°, MAY M '• H'A �" � / �; r 1� +, ` <M. , C " e �' f G �. (,>s,AL�+�L� T� DR+�IN AN[� G�NtF GtEp F�Mi�i� ZOO- 440 BE USED BUT MUT; 'BE APPROVED BY THE EIIC,INEER PRIGP T1? USE, r �li e,.. � , t � � rc '"!4� ae.1'� { � � ,f' ,` �� IMMEL�sAT�LY AP'TEFz 1N5�1.�1..11�"'�I�N CF / } I!. ANY SJBGRADF. MAiEk:AL SATURATr11 WITH WATER AND/OR DISTDIRDED BY 1, ; ^(01'1f° t 2� V r Z1a0.8d "� ;:D�/f�F s " •�� f1 r f` y . } �� . 2.17 �� / �' UELLLTI�S C?R GtP:�DtNL1 oi= SITE. YHE�>E 't r -r� CONSTRUCTION SHALL PE REMOVE►^. AND HEPI.A:ED !+tlTH STRUCTURAL FiI.L. �C i to ";C��c� n`On `} �v' G + .1#J fi A -A`� ��I-tALl- IMMEDIAT>;?LY P>E d .,:� LIMITS �. �.� At-CEL t��:, �� >�� wrrH �,-upw o� AN �> eN F .,f,'`� `"'� ( j11 f��4NILET �- 1C.H AF, ,GIJRl_E>C'' li. ALE. PAVED AREAS SHAT) HAVE A MINIMUM QE 9 I1+r4rS OF COMPACIEG aUTiGRADE, � � r 'Yr � � �`� �'a � �"` Q PAVEMENT SEi.T10H SHALL BE PER THE DETAIL ON SIiEEC C C. /0 2r .�� k ?. .,/ t �^.' ''fr �- i�/� / G s✓c�u1al , ►N57AI�ED ,4CzoRDrt�y Tc> S / 'PEMOLITI r 1 L I !' V, V .� � LJ P: �E�MMENDaT1lJN� vw?58 Of ?61?-78' � ,� µ � OLI ,, � �» 0%11.EWMRS -,-� ?G�7-8 1 ,..f '�,.f F rVA LAIC�srivEYCIOS I '. s, ,f f ; . —7 _ ,...__ •/ i 11Y ,s t�i `... auk 3�NttiGu C X41+4 ' ` 1 t ' i ti T=-:' tea: - :s • ,' I G I 'W ;7' F�CIGrfItJC� WiAT�f` �VIC.>r "TtJ E3�'- REMID�/GD ,r3�h, -mp i` AN r� r ,AL-h�1� fJT TI�tAR C' WfxTCS.f QI vTFe it? ..�' -rat •• r ',�, �• / � '� ,� � p ! TED ,"'F I.Ex Z°3lr�.oD r .._.- rI R i� TCN.1 c .s�+ 10538 P N r IQ:. � IZFA C� �. ,;,M aIu,t�Wt L.F - Dg. - I1/i Type ''lam'' INC. +c, K,AMP! IA!l�C., ,. ' ,,, �' �IJ�L.C�iIUCa �. •, a� 1 ,:, �.a^ sp ,F +�, i r,, hfV�l-I ��IO1R= Y :�• . .. w � r New Fs1f�E ! __ '"'—.---._ ��r;0Q wo f I F L I' L. .ZIfs3' > �,rd FtYr�la�•r r- `4-,.•..�.. VANE ''•' ,�) ..» '��' YI.L. `vw} elf' 1C.1'a, IA11\ /' 11 p l ...........,.....�.-- _,....,�..+—._-...+. ,{Sr.' :x-.,�as:},�,ss:a=.:•.v- ;^t. '.,�:: .t'+.'eea.: n, '. /4j(,1-t �' t _._._.... � E.Xfyi,l T1iE'! ...._..........,_..- . tTTGY:TTS t?K'Wv3t�tCa�' fa��s -. '4, 4. 72 I u ,,,. .. .a :: r 1, �, ' rr ,CbTTNr, PIZAIN ri INej Ar' tz�ut ;1cr 1 Liel r + .y�,.•M,aww,,,.a.,,.,,,,,r.w,.-r.,•w.w...w,..w.. .,.. ..,.� ,.m»... �.•..,.. ..,.-,•._. ..�.,.. .. . ..�... .__� •fr ,fFry { / \ • �w L �t� 6,1,WA_ L ,. .»_._.. .. ! 2.` GLI°►' "NP Ale-- rVMT- _. •�lq, -h' CF°RL.�NI�D tic•• `•�,` PROACT try •, (�,AR A�J Co -,I taw wAL)e. � f WA1r t matt;�1' '�tt..�E 9f'N•+e�I�fMD C.�.Jr�h ,twc� �r-�•v'vA,Ix 1�Q, � HF.ET Ale \� TYPICAL SmI l/, PACIFICY• f �. ..._.�..-w... - - ------•-�•-- TEi'i0 PO RARY GRADING PLAN -'fII ':+J'., '2r sw i.:,() ,TFIC. E�wY 4 T]F' 4 , r �'at�wrs�ww�llrrta��'��►•w:+.�•�� eKt:. -'"M►,. 11 plow +Idlllll�IN�ll16-�I�f�AIMNIM�s+ ^tai} 71' IF TITS DOCUMENT IS LESS ' I ' ' Ir � i ' tl � � i� t �'t t �I' I t i � � Ii TII �IIII 1 1 Ii III IIT TII I � I II ! I I il ! I( � I i Illll �� LL 1 Z ► 4 T1�17771 6 14 I ` 10 11 1� OCTOBER 26 X93 LEGIBLE TITAN 'PIIS NO'TA'TION, I g _ .�, � lII�^— _J IT IS DUE TO 'I'IE QUALI'T'Y O1� --V---- No.J6 THE ORIGI NAI, DOCUMENT, - - -- --_ -- _-- — -�- - _--_-- _ —_-- _-- _ -- — --- F 8Z t3�Z L Z 9 Z Z T111171-1 E 2; I i,��Z�7, 8,��i, 81LIT 1 9 t i I E��T Z l � �8 L� I I�� I��II��I��I��III��I�� I�� II�, �� I111!►1 ��jjIII1�II�I� ��111111l11lilllllllI � I I • t r� Construction Inspection&Rel/red Tests Carlson Testing, Inc. 9 Y, 8 P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Dote Molded: 2 -27 , 19 40 Job No ,—Cp-5078Permit # Client: WTFi Deve i opmt 1 Project: _ Tigard Retail Center — S.W. Hwy. 99W, Tigad, Oregon -- — Address: r �rTM Develoument Contractor: — Sub COnir•f Ctpr: _ Concrete Supplier: _ SW Red i t-1i x 99 100419 pp Truck No. Ticket No. Caste K. Thrall 1 :35 1 _ y — — _ Test Time: _ load No. Sun' y GO V 40 -- Weather: Temp. Hieih; _ Temp low: BuiIding C, grid E all , top out, 25 anu 32 top owl.; buiiding A Grid 1 Location of Placement; d I 1 /'i; 1-1ui1011iy R i)i id 24 u11 4' . _ — -------Cu. Yds. Concrete Temp: —! Strength Requirement: PSI � _ _ doysSlump Cement Type _ Mi- No /No. Socks--e' 1 IT s 3i 8 _ Air Content,�._ _ Max. Aggregate Admix. Amount;_ Brand: _ Admix. Amount: , Brond: _ Set Test® Register Date Date T— Unit TptaI Unit Report No. Days Number Recd 1 Test Wt_ load Aren _ RSI +Jo. 7 0713 02.-28I 3 - Gi ?9,z87 16 yy itt. 1830 8 I 28 071:, �02_-28 3 -21+ 43,505 �16 sq i rt, 2.720 17� 2 8 0713 02-2Fi 3 -27� l').080 16 sq fin. 2630 17 cc: Remarks: City of Tigard SERA -- 1r.spe(Aed rebar prior to piacerrtent or c01-10rete altd round it. to be in conformance with plans lid pec-iIieakien5 Construction InsFection&Related Tests Carlson. Testing, Inc. P.O.Box 23814 4 X 8 Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)694-3460 2 -23 19 90 Job No. CP-5078 Per rni t # __��----_-- Date Molded: _ - Client; WTN Development 1 i gar d Reta i t Center Project; - S.W. Hwy. 99W, Tigard, Oregon _ Address: — WTf•i Development Sub Contractor: _ — Contractor: SW Redi Mix 100285 ..-- 8C� Ticket No. Concrete Supplier: _ Truck No. . Russel 8:35 1 K Test Time: load tJo. Cast By: -- GO 40 Weather: . urrir.Y Temp. High: —__ Temp. Logy:: — — Masonry walIs 17' above ground IeveI E-F/25, El25-32, E-F,'32. Location of Placement; — 7/12 61 —Cu. Yds. Concrete ",rnr) _ 2000 I Strength Requirement: —_ PSI �+ —. Days Slump ____� —Cement pe 61i 2 sk Pea gravel Mix No./No. Socks__ Air Content.-____ - tAox. Aggregate Admix. Amount: Brand: Admix. Amount: _ Brond Set Test Register _Date Date Unit food Area Unit Report No. Day; Number Recd Test PSI No. 7 0630 — 2--24 3 2 29,406 I16 sq in. 1840 7 28 0630 I 2-24 3 -�' ,,1,528 to sq i rr 2.600 14i� 28 0630 2-24 7 3 -23 39,840 I16 sq irr� 2490 14 CC: yb ty of Tigard Remarks: ICPr'r — — --- SERA Inspected reb�r prior to placerrterrt of Co,rcrete acrd found it to be it-, Conformance with Marts a nds tj nl4i., —' — v w� LMMMLPRMLPIA P. 2 2.22. 1990 17:26 FROM KPFF PDX -- — �" Ih"I No �r Aeww fif FC,k! jebNo �.d onSUIl1n0 Engln*Of% bmo�a.Onop^ OAI �J,Pl/� I�NOA'bti d'0,4 Pd4f om r �� F. Clar AVC � P�►OF, S^TA6i� vd�P \ '\ P j Ae� ar 1 7'`.tl�.r ,�•! �✓:,ten o7"ol41' P q-0 0 a /�YJ0,19 c� i mama:AFRE-IL'm .e ow aesl 2, 22. 1990 17:27 P. S FROM KPFF PDX t Ao- kpff Crocked job w Cunsumng Enpinoors ...... p�Z�� gyNpnd ONOOn Dal. -------------- i Z,4' //'p ,r/J�lJdloN r'' '� CY�soab a, ,ti'.fvrercx.' �'if e��b e 2vF Talc r- y / i 7 PRO" �F a I ,rP n ��qNT l I FF; 1-1 1 PFS F.,;: 1 1 //'� ) 1 C7�Eta To N1�.�r'�►-I T � 2��5 GST WAIIL.L 126i N F, / iio:-- , OMam. l GLS �, `N,••-�- 4 _rte' :c NT t-. TT- (2H La kpff TIGARD RETAIL CENTER == RS- * go" we"* DAAWN /V F JO! Nei. DAT4 0144WING MO' F. i _gyp D� lo-EN N ol � 1. ��►'�T�R kpff TIGARD RETAIL �—�� 11�TE 7_ pAAWfMO_MO ha� �Ge Me. pAAWN or n4-. FG'.P1 I FFF f( ': _ 1 -•i 1-: r: P. 4 0 i� f/ MA,C-H wpm eelw A r� r . , F q . Ti IN ■`p TIGARD RETAIL CENTER _. r ane Na. O�rE :—=, A�WING No D +�s � Iw � >a>> at ■r � �-. 4 • ..� je or _ .._�VIAL 1 lV i'. fi S i �/V-r L +etr +s tss� rs Constniction/nspec-Hen R-Related Tests Carlson Testing, Inc. 6 X 12 Concrete P.0.13ox23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone 1',03►684.3460 2 -20 90 CP-5078 Permit # )ate Molded: s , 19---- Joh No. - Client: WTM Development Project: Tigard Retail Certtet Address: ' W liwy. 99W, Tigard. 01egurt Contractor: bl1M Devi l uptl-ent _ Sub Contractor: Concrete Supplier: 'W Red i f i x Truck No. 81 Ticket No. 0149 Cast By: — P. Pur ter Test Time: . 15 Load No. 1 uvercast./rai!� 50 40�� _ 'Weather- _ _ Temp, High: Temp, Lcw: UUt. i tiy:; i3u i t ding B 16-24 D l ine C-D 1.i tie 16. Location of Placement: —_ Cu. Yds. _ Concrete Temp: Ile Strength Requirement: 3000P SI Lr ch---_ Cement Type Wt No./No. Socks r' 1 5k _ AirConteof3/4 Max. Aggregate Admix. Amount: _ Brand: _ Admix. Amount: _ Brand: _ Set Test (a Register Dote Date Un. Tctal Area Unit Report No. Days _ _ Number _ Read Test Wt. Lood PSI No. 1 i 0562 02-21 2 -27 88,277 28.27 3120 5 8 ` 0562 02-21 3 -20 115,980 28.21 4100 12 28 0562 02-21 3 -20 107,850 8.27 - 3810 12 i - Remark-,: tC: -eity of Tigard — KFFF SERA Carlson Testing, Inc. Construction Inspection&Related Testr 6 X 12 Concrete P.O.Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97223 Phone(503)604-3460 Date Molded: 2 -08 , 19 90 CP-5078 Permit # Job No. ____ WTM Development. Client: Project; _ Tigard Retail Center — — S.W. Hwy. 99W, Tigard, Oregon - Address: WTM Development _ontroctor: Sub Contractor: SW Recti Mix 91 i- � 100028 Ccncrete Supplier; Truck No. - Ticket No. Caste P' Pur ter 11 : 15 l By: — Test Time: load No. _ avei-Cdst 45 -_ 35 --- Weather: Temp. High: _ Temp, low: Footings-line 16-24 C line, C-D 24 line, 21-2.4 D Line. Location of Placement: Cu. Yds. —Concrete Temp: 3000 SOrength Requirement: _ PSI Q 28 days Slump —_Cement Type_w_-- Mix No./No. Sacks 6.5 sk 314 Air Content _ Max. Aggregate Admix. Amount: Brand: AEA Admix. Amount: Brand: _ Set Test ® T- Register Date Date Unit Total —T Unit – Report No. Dogs Number Recd Test Wt. I.00d Area PS: _ Na. 1 0501 02-09 2 -15 68,798 j28.27 2430 3 28 0501 02-09 3 - 8 --- 96,919 28-27 430 10 28 0501 02-09 3 • 8� 110,660 28.27 3910 10 I i Remarks: Cc: %6ity of Tigard _-- - —� - SERA --- Inspected iebar prior to placement of concrete and found it to be in conformance with plans a nd 9pe e-i F tea t-i 0019 Conrerucdon Inrfwc-rion&Related Te, Carlson Testing, Inc. PO Box 23814 Tigard.Oregon 97223 Phone(5031684-3460 FAX 6840954 February 2, 1990 #CP-5 078 FIELD INSPECTION RER)RT DATES 0.7VERED: February 1, 1990 PRJJE("1': Tigard Retail Center ADDRESS: 13705 S.W. Pacific ,wy. INSPECTOR: G. Anderson 2-1-90: CTI representati-e inspected rebar in Bldg. A grid line A, 8 to 15 footing; Bldg. B grid line B @ 1 to 11 first two courses; Bldg. C grid line E and lire 2.5 & 32. Also up to 4 ' on Line F. All rebar was found to be according to approved plans and specifications. 6 112 sack grout was placed in block wall in Building "C". Respectfully submit d, CARLSA—ICSTIN , Douglas W. Leach President GA:llo cc: WTM Development City of Tigard K PFF SERA r Constructior Inspection&Rrhtcd Tcso ,.,arlson g est ng, 111c. P.O Box 23614 REPURT OF 6 X 12 Concrete TEST SPECIMENS Tigard,Oregon 97223 - -' Phone(503)664.3460 Dote MnIded: 2 - 2 19 90_ Job No. Client: __ lflM Devel_"Mn_t Project: 'T'i., rd Rpta1LS.EIIS_p_ti____ Address: Sl1'-Ih47 99 1. T'i nark, OR Contractor: U111 Sub Controctor: Concrete Supplier. SQ 1thWE'St Redi Mix -- T-uc� r�o. 99 _ _-,ket No. 93038 Cost By: �� Anderson Test Ti re: Load No, Weather: Pain 40 30 Temp High. Temp. Lnv,: Location of Placement: Footings Building ,A, Line A @ 7-15. — — Cu. Yds. Con:re-e'emp: 70' Strength Requirement: 3000 PSI ca 28 _days Slump 3" r�T II Mix No./No. Sacks Air Content - Max. A earr a oie- 3/4" Admix. Amount: _ Brand: Admix, Amount: B-cnd: Set I Test q Register I Dote Date I Unit Total Area Unit Recor, No. Days Number Recd Test Wt. Load ea PSI No. _ 7 0442 — 2-3 2-9 68,892 28.27 2337 2 28 0442 r2-3 3-2 88,316 28.27 3120 6 - -- 28 0442 2-3 3-2 100,180 28,27 3540 6 Remarks: _ cc: __Xity of Tigard KPFF ---__ — -- SERA IJAN 26 '90 16: 12 SERA P, Is GA. SGUR GAP - AT tq1 'A' ATTACI4 TO DLD'�C+ AAS. s� " Drt2 TO FENETRATION FLAN41Wxr : OW ,r � I i'�NNlETRAtION pff IT OvEr Ft x` SLIDE ROOF CA11T i INTO P.S.24 GA s 6 5 1/2'xb +,12' DOUN- T \ -SEE EXT 'L" ELEY NOIR // -- 'TURN DOWN � TAB 2" NTO SCUPFER ` t GOL DER j t ` IJP Pu`R FLA INN CENT TIGARD RETA �� 189086 wEE r IL ER architects pc 1r�6h/I!r!ffi N-ATINO OREGCh 41209 �[1Nf 50]•77�8•�• T � � - - - - - - - - - - - - (1) - - - - - - - - - - I ' neck T��,+c�i " SaOCF ACCE56 LADDER _ DS A i ..rte .jos.a s►.oc t TIGARD FETAL CENTEJR 189086 �Q-�► arlis�es PC st;cxwc ftoup" SPS Nu i � ! ' •.�1�1i•4�i�' ®R! s i .t f- v_L� gomwm ~` �x v-�► 'F5' —wF�' E.t.-ev. -- --- „ns JO..A !Q1 TIGARD FATAL �„�B90A6 � o� 1 1 14' STD PIPE i �AZ:Jc'AVNJCa 03X6X3/S / WW (2) 3/4°0 AM IAND LOCK NUTS S CYCLE RACK -4/4' , 1 NOTE: PR+av (1) RACK. PER EVERY (2) RE=RED BICYCLE PARlCNG SPACES- TITLE A 1+D swu 1 169006 a 3 M-szl; . 3'-" 1 ®KE R AACK 46 FOR 1 5g�='.S i DPAR4PrT r _ y ! FLP- EL FL o an, w b •�...� �._ ' hie' i . 2L46 61-4 • wai cl"N FeiM a UXV SATs .ago GArF: wr LI- - (] CD tT ■ST•411.S AT?-O" -� C9 co All - �--- p-T —s -- Ir-igr - - - - - --�rmr• 0 2 z (4) !�JC)F TA 1°APA9=-T w UJA i_. rP //j U Lir�T5 / // J / Q r- f w C = 2b2� - r -rlr ell raw x N 6�1 lop- - _ jp w 1 _ 21L63' • / Ds 2L't2Z_ _ n = _ / 2413' �. _ 21APV dj 2132` ECayAT ION 2L63'_. / 1 - � I i MR WPM � N A �. 3dT STE LOCADCRA }� Y-4m TM CL UJ i z ui C� Tom'- s C7 Ir z !S r� Z r, t architects PC TRANSMITTAL PROJECT: r/&" PROJECT NO.: DATE: Z10 -- --- TO: u!W1 Jo i WE TRANSMIT: ❑ HEREWITH ❑UNDER SEPARATE COVER ❑PER YOUR REQUEST ❑MAILED DdDELIVERED ❑ PICKED UP COPIES/ f /ETS _ DATE REV. N0. DESCRIPTION------- Z-A41 REMARKS: BY: COPIES TO: 123 NW R_�ONO AVENUE POPT LAND,OREGON 97209 PHONE 503.228.8444 FAX NO 503.228.8913 adrets pc January 23. 1990 Gime Bircbill % Tualatin Valley Fire and Rescue 475S S.Y. Griffith Drive P.O_ Box 47SS Beaverton, 0R 97076 Re: Tigard Retail Center Buildings A, R & C Fire and Life Safety Plan Review Dear Gene: This letter is in response to yoem written review dated January S, 1990 of the above project. For improved leasing flexibility, occupancy of Buildings 8 and C are to be upgraded to a H4 occupancy as outlined in the 1985 edition of the Uniform Building Code. I will address your comments on an item to item basis. Item 1: After discussing the situation with Jim Jaqua of the City of Tigard; it was concluded that the integrity of the one hour rattwi wall can be maintained as sham on the plans by providing an 18 ga. sheet metal cap to the top k:�f the oven scupfer. See attached record of phone conversation. Items 2 through 4: To be complied with. Item 5 As both doors are to be active and have closers as provided by the door supplier and cylinder activated flush bolts at the base of each door, automatic flush bolts should not be required. Signage per Item 4 will also be provided. Items 6 through 13: To be complied with_ Should you feel more clarification is required, please do not hesitate to contact me. Sincerely, SERA ARCHITECTS, P_C. Peter L- Haritonoff PLH/mbo cc- Jim Jaqua/City of Tigard John Moore/WTI1 Development Enclosures: Recoid of phone conversation SO details 1-6 WORM senoK 0M acpa"exM--5W3K Tar C".N. a3 �SECOM iv Aar .CVr-.win aP*Wrt-am FAN WI emgW/v January 24, 1990 Deborah Stuart c/o Planning DepartmeOt City of Tigard 13125 SN Hall Blvd. Tigard, OR RE: Tigard Retail Center Blgs.89-BiG Sit(: bevel opsen Ks. Stuart: This letter is in response to your written notice of decision dated 9- 15-89. 1 will address those certain condition yet to be satisfied on an item by item basis_ Page 12, Item 9c - Bicycle rack -- see attached detail SO-6. Item 91 Roof to screening will be provided per City of ligard requirements as tenants lease spaces. Should you feel rmore clarification is required, please do not hesitate r to call me. Sincerely, SERA Architects, P-C. Peter L_ Haritoneff cc: Jim Jagna/City of Tigard John ore/W M Der;alopment Mo E►wc: SD details 1-6 PLH:Idc .w CWft3 M a7MLD E M ap M7WlS L=1L AN 1a M 5�.7�l�IE7tl PUMTL„p Oquok W--W* F-CVA sml-� MEMORANDUM BUILDING DEPARTMENT TO: Plannin�, XngLneerinq Dept] Respond By FROM: __t` �- For Your Information DATES _Sign and Return SUBJECT: The building department has completed the plan review nr this project. Please notify us when your department's conditions are met, so we may issue permits for construction. Approved for issuance of permits By:� Date: s�- ,Tr1-hllocl; pr January 2.4, 1990 Jim Jaqua C/o City of Tigard 13125 SW Hall Blvd. ligard, OR RE: Tigard Retail Center -- Bldgs. A,B & C Jim: Enclosed please find the latest revisions (#4) to the contract documents dated 9-8--89. If there is additional information you require, or if you have any questions, please do not hesitate to call . Sincerely, SERA Architects, P.C. Peter L. Harito ff cc:John Moore/WTM Development Enclosures: SD details 1-6 PRINCIPALS GEORGE SHELDON AIA DONALD EGGLESTON.AIA.CSI THOMAS COLE,AIA 123 NW SECOND AVENUE PORTLAND OREGON 97209 PHONE 503-211-6444 FAX NO 503-228-8913 SHT MGTAL �L�4SHIIJb T�';;w SIDE C�QA - PI3rW D, 'v�UARp � UNIT —�-- PRE SERVA r VE I TREATED -�X-' Ti AT &'-o' O.U. t U1Q _ rIL'- IL"T H�'; SEALAyT � - - F2oo�,►NC,x -� y L !14'X-IX00'-4' tj 0 me 51MPSON MIT 1'13 SKIS HANGED U AT EAS#-� ANCzL� I F' FROM ESDTIOM LI WITH 1/4' SHIM AT 4 TJ I BL OCKIN5 BOTTOM OF TJ I 4 BETWEEN TJI JOISTS MECH. SCREEN 'ITLE cm TIGARD RETAIL- CENTER o•TE 89086 �b�7 arCtrteele GC f �13.rw SEGS�v�rwE jop*LMv0.0AE00w 9?M9 �-Cf,i 4.911?�d.�� architects p, PRUJECT�� _ PROJECT NO.. lf3qGV� F71Memorandum / Telephone Record SUBJEC (A-4 �I Gf?_Ibin — �7 (I Mmites of Mtg. CONTACT: FROM: !w r'lGi►�'l — NNote W the file DATE: 1i' X10 1-1DetailCOMPANY: �f _ __ ----- -- - TEL. NO.: ( - 1_71 �__ TIME: 1ra� MA ys, _ cam.. Cit!/ _I CGI 'GlG"�►��//. �Z4 f P � 1`LZGf'fCfGl v7 �/ / P.) ti iy1rHrWWlr�1 YAp� ly �gG+IY(� /,L bul/Oli nR/IO 1 l ( aN eed 16 a,C�Cxv � hl(/>� �Gtl�flav� Tt7 GT v�G OGGI� � av► auk �v,� 7�IZG a`1 � ��G• oV, tya > 05, wl� vo( o <<) fir. 1 id N) rYlllll{Yll^WI I✓0 Iv�l / �IIIG'�If'� 'A i OW/ �-1 xv�l�ln raaG1 wl!l �� 7t - v- � �nc- �,��t,� ��Nc�►ov� �w ��tlldl -f o -�.�- �cz�f CNbGfIGI dl/1 G1Gw�i G� ezkovc f" and(v 10 C'l'!'1 40"V 1W (OVA vim► L-�t�G Z3r►zl�lGt - Tua It Uad rrK SMA 0,-Ne� Dstributiun 123 NW SECOND AVcNUE PORTLAND.OREGON 97209 PNDNL 5D3.229-6/// ME Construction(nspettion&Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF 6 X 12 Concrete TEST SPECIMENS Phone(503)GU-3460 Date Molded: 1- '.2 19 90 Job No. _ 5078 Client: wTm Developme.It __ _ — ------ Project: _, Tigard Retail Center _— Address: _ Tigard, OR — Contractor. —�O Develognent _ Sub Contractor: — — ----- SW Read Mix — Truck No. 9� Ticket No. _. Concrete''�pplier: y - Cost 9y: II rMoupson — Test Time: 2' -:j Load No. 1 -- -- — 45 30 overcast Temp. High —__ Temp. low: --- Weather: _ --- Location of Placament: – Footjngs buildinc, C — —_- 6 Cu. Yds. —_---- Concrete Temp: Strength Requirement: 3000 PSI a' 28 days Slump—3 1/4 .Cement Type Mix No./No. Socks_-- Air Content Max. Aggregate -- Admix. Amount: — Brand: Admix. Amount: Brand: —_ Set Test Register —T—Date Date— o. N T Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 0265 1-2.3 � 1-29 63,024 2230 1 4---- 28 0265 1-23 2-19 86,458 j 3060 4 ti 0265 1-23 2-19 85,093 301.0 4 I 1— Remarks: cc: City of Tigard - KPFF SEPA _ ------------ ------ ITY OF TIDARD PECEIFT OF PAVIENT REC NO: 00 1116 P8-, CHEDAMOUNT y 443. 10 TIGARD RETAIL CENTEP CASH AMOUNT on F,AYMF.I,lr DATE a Cl I—19-90 TIBARD, OR 97-l.'<":. NWADDRt VY701 & 13707 PACIFIC H fir' 'FtYMENr AMOUNT PAHFORPOSE IF F44YPIENT AMOUNT PAID ith-, P(EP0,11T k11927 1 ! I84.00 BUILDING PPI'Mit (892722"'1 2'18.00 f 0 F."ERI I T 5%) "1 10 L'I&I'MiTS FOR C11UNDATIONS TOTAL AMOUNT F,Alf) 44s. 4(1 ,. .. .� 'TUAL-ATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT' 4755 S.W. Griffith Drive• P.O. Box 4155 • Beaverton, OR 97076• (503) 57.6-2469• FAX 5X6-2538 I January 5, 1990 S.E.R.A 123 N.W. Second Avenue Portland, Oregon 97209 Re: Tigard Retail Center - Bldg. A 13727 S.W Pacific Hwy Tigard Retail Center - Bldg. B 13707 S.W. Pacific Hwy. Tigard Retail Centcr - Pldg. C 13701 S.W. Pacific Hwy. Gentlemen: This is a Fire and Life Safely Plan Review and is based on the 1985 editions of the Fire and Life safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are not approved. Please revise the following and resubmit for review and approval. Buildings noted above have been plan reviewer: by this Plans Examiner as a Group B Division 2 o-.:upancy housed iii Type X7-N construction. Plans reviewed were shell plans only and did not contain any interior walls or construction. 1. Building E.: South wall. adjacent the property line shall be of not less than one hour fire resistive construction due to location on property. Openings shall be protected due to location on Property. This Plans Examiner_ would move the electrical room door to the west wall of the building. The three down spouts noted along the back wall of this building should not. be piercing the 30 inch parapet required above tl,e wall. This PlAns Examiner would suggest redesigning the roof structi•re so that drainage will drain to the north of the building and onto Sturm drain as required by other authorities having jurisdiction. Cross section of this building showing the required parapet shall be included on revised plans. i y Smoke Detectors Save :_1.es 1W 11 S.E.R.A January 5, 1990 Page 2 i 2; Insulation rlame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface O. the ceiling nd under surface of the floor, as the case may be, ,iust have a flame spread rating of not to exceed 25 and a smoke development classification of not greater that. 450 as ;neasurcd on the Steiner Tunnel Test scale referred to as UBC Standard No. 42-1. UAC Sec. 1713 3 . Exit Door. Ffrdware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. UBC Sec. 3304 4. Exterior Exit Door: Hardware for the exterior doors and key operatI'lled deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one-inch in height on a contrasting background. UBC Sec. 3304 5. Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having th81�ut�Teati�heflush unlatchin�;must an>have leaf must or knob or surface mounted h not require more than one operation. UBC Sec. 3304 6, Draft Stops: Dra':t stops shall be installed in accordance with Uniform Building Code Section 2516. Address Required: The tenant space number must be prominently displayed on thc! street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. :TFC Sec. 10.208 8. Fire Extinguisher Requirements: Not lz&s than one (1) approved fire extinguisher(s; with rating of not less than 2AlOB:C small be provided for each 1,500 square feet of floor area or fraction ion thereof. The travel distance to an extinguisher frog any p ort of the building shall not exceed 75 feet. UFC Standard 10-1 Note: As these are shell only buildings, and unless the front is closed for security, dist.egard this item, however if front is enclosed, fire extinguishers shall be provided. 9. Mechanical Plans Required:_ Plans referred to and examined by ,his office contained nL plans f n r heati:g or air conditioning systems. Unless electric baseboard heat is amplo)ed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installation. URC Sec. 302 S.E.R.A January 5, 1990 Page 3 10. Mechanical Equipment Approval: All heat producing and electrical. equipment and appliances installed in conjunction with t.)-,e construction or occupancy of this project must: be approv�j by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agency's specifications. UMC Sec. 502 11. Interior Finish: Interior finishes shall not exceed Elaine spreads of 25 for stairways, 75 for corridors, and 200c`for otherareas. Smoke density of materials used shall not exceed eChePt. 42 12. ApProved Plans on Job Site: One set of approved plan, bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference diking required construction inspections. UBC Sec.. 303 13. Required Occupancy Certificate: Prior to the use and occupancy of the prcject 'space) , a certificate of occupancy or other written instrument of approval must be obtained f.tom the building department issuing the construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, d- fs Gene Bi.rchi.11 Deputy Fire Marshal GB:kw cc: Tigard Building Department Tigard Retail. Center Partners kpff Consulting Engineers January 5. 1990 Mr. Peter Haritonoff SERA ARCHITECTS 123 NW Second Avenue Portland, Oregon 97209 RE: Tigard Retail Center KPFF Project NO. 89266 Dear Peter: The attached calculations,sheets dated Jany ary 3, 1990,verify the structural adequacy of the Tigard Retail Center structures, as shown on drawings Si through S7 dated November 15, 1989. Design is based on the requirements of the 1985 Uniform Building Code. Please call if you have any questions. Very truly yours, Michael R. Walkiewic2 M 707 S.W. Washington ,,t., Sulto 600, Portland, OR 97205-3523 (503)227-3251 FAX(5C3)274-8029 Los Angeles Porrlana Seattle A � Shoot � / v Data kpff / 90 Uw^hon Job No Client Qe CheCMBA Consulting Engineers Portland.Ovegon / Dote eet 7p1 x i10 b p J41 oV7wA6 T- J lOXNlC /.rld/ ti baa v^ /c/, 1/ Pptl ?7,2fJ1' �do Oct ?r p.i 11 �nvvcJ� �!✓e /!'/, ,.L B�J,I , L' Abl0 ,-d), c�., / �,�r,rar. = (/off �I -- I l,� • D,/y f�f..�,�►.0 . dV,�►►p.0 / `Y,o�R?.tea /+'' — = c�. ,G 9P�.J e c Q. /' - 20 .T / D ✓ * 0,06 iyi p i1 p�Ad yGt zb� KP 102P (4/891 _--_ — Sneet No —v 7 i — oat» kpff locatia� �� oR _ CneCMed ---- Client q Job No Consulting Engineers Portland.Oregon Data �� /- 1 DRAG neer r.Att G ry lN W Ir\ t\ r —\ l � v 1 � � lI KP-102P (4/99) nt n■I Sheet No / Ry �1O //3/�G «x�,� �o,� ______ - job No kpf f CheCked Consulting Fngineers fkxtlAnA C?rMJo^ C��1 -__--_ 71. 71 �, f� 1 �� T 9a,e0,0 y - D,v�Ile(.rrXr�r� +��j:r- 7' 1,4' Z[ c 0, - 0.00 G </o.� C✓ G P 12' No G�O•-� S J'J .ti be«� e<.^ i -rT / Ir i � i,ve/r�� i7/yuGe✓C !✓/ ��Ap�►ln. ��i`/ee �+a^ G _,�~ - /OL e!' '1D.e, ezIbItf = — KP-102P (n 891 kpff FCI n v� �+ Y _ Data ��90 "and Consulting Engineers --��A A Job No Porfiand.OleQpn Ir—�-7— � Chocked F f Dale 1Ca Y= O.OG�P �i101 Xi:'Pray ♦ {l�r..x xr'r�� pp,� /�i'6l�/it9 0 p Oro, 'Dr -per � ��' 7/S�'rL� � '1✓ �(/Tf 'r'� Ok Q o f do 7 fJ/4�•(.t.r� �v./� r Ae06 PIP \ I Gk <<. ee ,f-.,.ti--',, -'w'. ��.,/ . ,,dam G '✓'/•r� T.�'u�r �hr'1— �;.'..�/ c'�j^t,, ✓y � iG s'p/+l' fes/f ,c'arJi 7 j/_ C/fie•l D/Grood / 'PAW As •tet ok - KP-102P (4,439) M ---- ShOW No kpff ea. . Dare Consulting Engineers dont _lam cn,fCMe� Job No t'oniand Oregon o --/ —_ Date d �1CC 7l x/l'p.t —1 1 die— ds /.•a , �y�♦ _ ?D X J' J`t!S ?� Cs.v -�'�a.,;.,)Jr ,„J r'f/� � N1=�•y'X yup,:, ycz..��cf.- ✓.? �J I">/ )�/0" I!Dp / At ewe+sr 411 I,P-102P W89) �_,.---- Protect By ��s✓ Shoot Nr kpffLOGahon_ Date — r � p^ Consulting Engineer, Client /1� Checkea /V Joe No Portland Oregon U ------ - LG �f'= 0.67/ � '�` - -Zj /l1`D �//O�•t ✓1�t,r ,1hYeC O� c�'J19[I er FF ,A Lam f 400011S Irt Q� ♦ D c ..�. r / r i I !ir 1'frr�l.f d I / 12 Al S C�J �Yl'o p t �oJ � AJC ,r•1./� i..: !'An/r.w• S � ` �/ r✓. orr ,. � i �.f.✓ v.:/ � fir' �v. fe ,�,o>- ,,/" -. '?l,.;- - 7f KP-102P (4/89) �+w Rol•ct T / vL L /�/ S;,set No, kf f !ocatinn Date .,��90 o Chocked InA No Consulting Engineers o '11 11 _ Portland.otegan Dote P911! -- wv, s r!��/yri�C j Teri TT 2, xAfro-, v' 4 _t1 a x' 00.1 4� p , of J',(s,.^ �✓•/jr �irrr O-C lop a r r �N � � •�' n / �/ J J�Jsry 18, /2 -O /44 • D, .v�P,. 2 Or s.T r i o r�•.._ I KP 102P (4/89) +la w wl at 1W- X41 +s KPFF Consullnr- Engineers I�6th Avenue Suite 911 IIEVVIEIRN OF trMR PORTLAND, OREGON 97204-1590 (503) 227-?251 Fax (!303) 274-8029 •��L� 1c.—� - . 9.?�� -- ATTENI SON TO I- a�WE ARE SENDING YOU C ttached ❑ Under separate cover via ---fa following items: [; Shop orawings C! Prints I I Plans ❑ Samples C Ch L_] C^py of letter , ❑ Specifications Change order i�`-��/s, COPIEtiTDATE NO. - .--_ __------.--- MSCRIPTION J 11-11917 ARF. TRANSMITTED as checked belo% Cl For approval C_I Approve, as submitted Cl Resubmit _-_.___copies for approval fl For your use F-] Approved a� noted �/� L] Submit-- --copies for distribution C'l As requested EJ Returned for corrections ❑ Return corrected prints !-I For review and comment ❑ 11 FOR BIDS DUE _ _ _ 19 El PRINTS RETURNED AFIER LOAN TO US RtMARKS -_ Qaae. — COPY TO — ?�.. � � SIGNED: MWICTree [nIrc,aan on pql IY♦ncloacres ate net 06 noted. kindly notify us at once. -- \ *w LTE PERMIT PERMIT NO. : 51892030 RY OF TWA RD CITYOf TMr�A .�cCorrroon �, E ISSUED: 12/ 118 r� COMMUNITY DEVELOPMENT DEPARTMENT \� I IM.PMT.NO. 890030 13125 S.W.Hell Blvd..P.O.Box 23397,Tigard.Oregon 97,73,(503)639-4175 JOB ADDRESS: 13705 SW PACIFIC, HWY TAX MAP/LUT 2S13DD400 SUB: L1 : BY: LAND USE: LOT SIZE: WORK CLASS: NEW USE TYPE: COMMERCIAL CUBIC YARDS: VALUE: $ 90,000 IMPERV. AREA: FILL?: YES PAVING?: NO GRADING?: YES LANDSCAPING?: NO SITE PREPARATION?: YES STORK DRPINS?: NO J �E�- � $403.RH MOORE JOHN PERMIT W 15800 SW BOONES FEPRY RD PLAN REVIEW N Laine OSwVo Or gE STATE TAX ;20' 1' R DEVELOPMENT CNARBES: C MOORS JOHN SDC(STORM) «1,?00.00 N WTM DEVELOPMENT SDCCScp`7fJ ��+ '� T 15800SW BOONES FERRY RD A Lake Oswego O1, 97035 C PHONE (503) 635-7760 TOIAL: p REGISTRATION NO. WTM R -- RECEIPT NO. -------------------- This permit is issued subject to the regulations contained in Title 14 of the TMC. Str_ie of Oregon Specialty Codes,zoning regulations REQUIRED �HSPECTION5 and all other applicable codes and ordinances. and it is hereby SEWER agreed that the work will be done in accordanco with the plans and STORM DRAIN specifications and in compliance with all applicable codes and WATER LINE ordinances. The issuance of this permit does not waive restrictive FINAL ,rvenants. Contractor and subcontracturs shall have current city r,usiness tax permits. This permit will expire and become null and void it work is not started within 180 days or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required Inspections are requested and approved Permitt It attire CALL FOR INSPECTION 639-4175 Issn fay - _- EPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE C11YOFTIFARD CM01F OalncPLAN C[IL(,K APPLICATION 1 COMMUNITY DE`JEL0PMENT DEPARTMENT j PLAN CHECK 0 13525 S.W.Hell 1W..P O.Box 21397,Tigsrd.Omvw 97223,(503)639-/175 / PERMIT N DATE ISSUED JOB AUDPFSS: 270__ S6,L)r_/ (� {.�L�-��/ TAX MAP/LOT SUB —�_ LOT: /Lf'" '— - LAND U"iL: --- --- _M.--- VALUA f ION: OWNER SPECIAL NOTE R ISSUE OF: _._.� _ ADDRESS: S�,r J y - iTv /PC - LAST REISSUE: c�tFLOOD PLAIN/ _ SENSI1IVE LAND: PHONF: APPROVALS REQUIRED CONTRACTOR PLANNING: NAME: j- -- _-. _ ENGINEERTN(;: _ ADDRESS: —. y FIRE DEPT --- OTHrR: PHONE: _ _ - �_ ITEMS RE9U?RED BUILDERS BOARD fit: _ EXP DATE: _ LIST/SUBCONTRACTORS: BUS TAX: ARCH/ENGINEER CALCULATIONS NAME.: - - 1=f�� TRUSS DETAILS: (40DRESS: - OTHER: PHONE.: - -- T COMMENTS. L1 .��1�E'i2 7 /%'C-!-I j7y 7�/��7 9� Sae-? Sc wr'iJ�. Gyu file SUBCONTRACTORS: PLUMB: MECH: PERMIT R ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10--432 00 Building Permit Fees _ 10-431 00 Plumbing Permit Fees —. 10- 431 01 Mechanical Permit Fees - 10-230 01 State Building Tax (5x) Z&5 Building Plumbing Mech _ 10-433 00 Plans Check Fee _ Building Plumbinq Mech 30-202 00 Sewer Connection - 30-444 00 Sewpr Inspection 51-448 00 Street System Dev Char^c (SDC)(510 :1 � 2 52-449 00 narks System Dev Charge (PGC) r_ 31-450 00 Storm Drainagp Syst Dev Chrj IL}-230 06 Fire _ TOTAL � � -�,-�(,�3 '�t REC N SL� APPLICANT SIGNATURE Received By: �_i_j�l,,— — Date Received: cn/3587P/18P MEMORANDUM BUILDING DEPARTMENT To: Planning, ngineer.ing �Dept. Respond Uy_ FROM: r�-4 __ For Your Information DATE:1 za!z Sign and Return SUBJECT: /_-, 7,-)s ' W �>��C l7/ C �?Z�L, I have been requested to issue a sitework permit for the above referenced project. Please let me know if this is possible, ASAP. Approved__..___ ) r Denied—' __ LU YYY By: __ _ I'm I I 1 �� .�e.E-w�►i- �1-o Pe.a-�e-.-ti,,� P��a<<< ��,.i.4�►-ovc_,nti� �e�-b� ►�.. »s�e.� . 1 r � 4v� ss�u-�,.ce �-o ZI S Lv-e ,V �� \Ce_eh �W%�Cck "akk.� �s . 1. ��-.,c v.o �b J�c}�0-►1. �-o s�� w c�t-� cswt ��..t c�K a� . 41 MEMORANDUM BUILDING DEPARTMENT Ix' Respond By'�- T(.: Planning Enginser.ing Dept. FROM: 1�-L -�- --For Your InfoLnnation Sign and Return SUBJEcTs3.�----- I have been requested to issue a sitework vermit .for the above referenced project. please let me know if this is possible, ASAP. Approved Denied 1` ' TU 1�� Awl 7 Bys 17 x'11 t 4 CITY OF TIVA RDPLAN CHECK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT PLAN CHECK N / �7 13125 S.W.HON Blvd..P.O.Bo.23347,Tiq»ra.oma+erM.(5W)M4175 PERMIT H _— DjiTE ISaGED _.— JOB ADDRESS: TAX MAP/LOT --'�-- -' SUB: LOT: LAND USC --- ---- -VALVAfION: •R' ��,�� ` -- -" �- S_P_ECIAL NOTES OWNER REISSUE OF: NAME: iVfLAST REISSUE ADDRESS: jfg� -5d�i^'Gbl•e5 ?uyy - FLOOD PLAIN/ _ C AKF 4sG�' •�� '7 -' — SENSI I IVE LAND PHONE: _ - -- APPROVALS REQUIRED CONTRACTOR PLANNING: ENGIWE:1NG: NAME: _ n�,T N UC'� o �tM4�� VIRE DEPT - — --- ADDRESS: 5 (A) °an03 OTHER: o5w�c C) q 7035 — PHONE: _- ITEMS REQI IRED BUILDERS BOARD N: — _ EXP DATE: LIST/SUBCONTRACTORS: — BUS TAX: ARCH/ENGINEER CALCULAI-IONS: TRUSS DETAILS: NAME: �—)J,UD41 OTHER: ADDRESS: — _—KAY t A-5S 1k)(,, 3j, S.IU—C-D—KLAIFN 0 _. PHONE:►- �2g F,Yyy ,l'�qr" 633"-.62,7 COMMENTS: SUBCONTRACTORS: PLUMB: �- - MEC": ---_--- -- PERMIT # ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE _ 10-432 00 Building Permit. Fees _--.— _ 10-431 00 Plumbing Permit Fees --- ----- _ 10-431 01 Mechanical Permit Fees -- - 10-230 01 State Building Tax (5%) - ------ Building �- Plumbing Mech 10-433 00 Plans Check Fee Building Plumbing Mech 30-202 00 Sewer Connection --30-44-1 00 Sewer Inspection - 51--448 00 Street System Dev Charge (SDC) _- ---- — 52_449 00 Parks System Dev Charge (PDC) _ 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) -- 10--230 06 Fire ----- - TOTAL -1 � --- RFC M �1Z-- AP ICANT SIGN Received By: Date Received: cn/3587P/1PP TO: MR. BRIAN KEICHER "PE A%OMATES z' C/o WTM Jevelopment Group CIVIL ENGINEERS RS 15800 S.W. Boones Ferry Road 368' IDARRMANA YRC Su i Le 301 LAKE 090,T-GO, OREGON 470,15 ake Oswego, OR 97035 (503)635-6XI TRANSMITTAL DATE December 11, 1989 PROJECT NO.— 89-050 PROJECT TITLE TIGARD RETAIL CENTER SITE DESIGN — REGULAR MAIL — BUS _ — FEDERAL EXPRESS — FAX*# __ X PICKED UP — UPS DELIVERED #PAGES SENT___—___ — OTHER *PLEASE CALL (503)635-6291. IF YOU DID NOT RECEIVE ALL PAGES OR COULD NOT READ ANY OF THE PAGES. _ DUAN. DWG. NO. DESCRIPTION REV NO I DATE C-1 GRADING AND UTILITY PLAN 5 11/13/89 3 C-2 DETAILS TIGARD AUTO RETAIL STORM CALCULATIO— NS--- 8 /9/89 — (8-1/2"x11", 12 PAGES) -- 10/17/89 I — - -- I — 1 REMARKS: For your use in permit. application. If You have an • please call , on. y y questioi,,C, RGW:df Enclosures -- _ 8Y _74 re A eslAo ES, IfdC. 99 P F APPLICATION — STREET IMPROVEMENT/EXCAVATION COPY TO: LE ORDINANCE NO 74-14 ® ((YELL )- -IN ® (YELLOW) NSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY--bJ,C71g (BLUE)-APPLICANT APPROVED API :ICATION NO.: 395_ NOT APPRCk/CC Cl CITY OF TIGARD, OREGON FEC AMT.: f_.L•2OB-2!9. PENDING FEE. PMT. ❑ CITN' HAIL RECEIPT NO.: �L?f1Zy��iz PENDING SECURITY Cl PUBLIC WORKS DEPARTMENT BY _- _ t A7E / 7 Li L — — — — — — — — — — — — — — — PENDING AGENCY ''OK" ❑ Application and Progress Record MAINTENANCE BONp�M FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED @L PENDING INFORMATION ClANNUAL ❑ 10% to PENDING VARIANCE ❑ EXPIRATION DATE: 0120 PERMIT NO DATE ISSUED _ _ �_ __ L_LS I BY .�--_-----.._�_.�------- (1) APPLICATION IS HEREBY MADE TOEXCAVATEFOR AND INSTAL(_ -9 -.—Q�Q-t nd NWOC irly�t'oV�rnerlC�l_._-_- _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CIT`.' REQUIREMENTS. APPLICANT _ jiyard Retail. Center Partners, an Oregon Limitab Partneratli 635-�' 760 10 WITS Dor'll! Group 15800 . C es t`ry. Rd. ake Cow 7 Chi 97 J—J- - aMONE CONTRACTOR 1, —�� NAME ADDRESS CITY —PHONE PLANS BY_ r a,i;'ioo /w .�—L��:, _ 3 JI c��crt�r► i�r i v� Laika jawmin, OR 970:,35 `)3:j - 291 NAME AOto CI—r4 —� PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ �_. 'U,206-a) DOLLARS (2) EXCAVATION DATA. ��-- FOR OFFICE USE: - i MIN �STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY _ TYPE LENGTH WIDTH DEPTH ITEM AI QUANTITY STREET : Chi i ftc li'n INSPEC.. R rI7N Q U ESTIMATED STREET OPENING DATE, I E ESTIMATED STREET CLOSING DATE: E ---�`— STREET (3) SECURITY NO. _ SECURITY AMT: t CLOSED SURETY CO.: lr,� FINAL. C110TO Pogo CHECP. .i CASH ❑ •OND t! INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PRCVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. _ .,•.lull . .ii1LUJ:(1 GO LI u: :r a..',cruve d a.1an ancl to '-1td 1 sl. �s S:;x:ilicatiols. -41�639 X1171) Uy llmCtur ( cuRB - - - - - - - - - Xy» _ - ./ I� _ -- Kira -rinr to :staCt of �, >< catkins Avenue. riatkiris Ave. . ---- x f ilt}e control to be i . ., •Cana - .► - - - - __ .rk ..�-. - _ _ _ .:; CCJnr-C, Ctac L(1 ascot- t . , with 1 i-• -- t.�__r Y r --— .-act V1 of the i''Wwal 1 I r:�� ,1 I ,,�1ral:lic 4;cTfttC'0.1 1.k3Yi4'�3. 1 I 1 , 1 !"�7t;S' •�yF' r N rJ1 aiz'C.,: •{t, ;,nr re~'t'l. (5) NOTE THE CITY OF TIGARD 013ES NOT. HERFiIY, GRANT P$R�tlasioN TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISD1CTIf,N IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES. TO COMPLY WITH ALL PERTINENT L AWS AND CONSTRUCTION SPECIFIr.ATIO',VS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY PESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATUREIiy� DATE ( I1 7711 „f,: + I TCS} • ',if T116A SITE PERMIT C17Y OFRD PERMIT NO. : SI892030 cmc4 ARo oMOpM COMMUNITY DEVELOPMENT DEPARTMENT TE ISSUED: 10/30/89 13125 5.w.Hall Blvd.,P-0.9ox 23397,Tigard.Oregon 97223,15031 639-4175 P IM.PMT_NO• _�32�3� - - JOA ADDRESS: 13705 SW PACIFIC HWY TAX MAP/LOT 2S13DD400 SUB: LAND USE: LOT SIZE: WORK CLASS: NEW USE TYPE: COMMERCIAL I CUBIC YARDS: 2700 VALUE: IMPERV. AREA: FILL?: YES PAVING?: NO GRADING?: YES LANDSCAPING?: NO SITE PREPARATION?: YES STORM DRAINS?: NO FEES: MOORE JOHN PERMIT $1-(5.00 N 15800 SW BOONES FERRY RD PLAN REVIEW x '0'00 Lake Osweqo Or c� STATE TAX {— -" DEVELOPMENT CHARGES: O MOORE JOHN T WTM DEVELOPMENT T R 15800SW BOONES FERRY PD A Lake Oswego Or 97035 T PHONE (503) 635-7760 N REGISTRATION NO. WTM TOTALS (171.75 RECEIPT NO. ;?q This permit is issued subject to the regulations contained In Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby agreed that the work will be done in accordance with the plans and specifications and In compliance with all applicable codes and ordinances. The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work is not started within 180 days,or if work is suspended or abandoned for a period of 180 days any time after work has commenced. It shall the responsibility of the permittee to assure all required inspections equesled and approved i Per Be Signature - Issued By' - SEPARATE PERMITS REOUIRE D FOR WORK OTHER THAN DESCRIBED ABOVE BUILDING PERMIT CITY OF TLA` PERMIT hi0. ; BU892031 CITv TNGJJD OafOc»1 COMMUNITY DEVELOPMENT DEPARTMENT TE ISSUED: 10/16/89 13125 S.W.Hall Blvd..PIC,.BOX 23397,Tigard.Oregon 97223.(503)639.0175 �� T•NO n2E 1q JOB ADDRESS: 13705 SW PACIFIC HWY LT: PK TAX MAP/I. JT R S13DD500 SIJB: LAND USE: Cis TIRACKS LOT SIZE: VALUATION: FRONT: F<f1NT: REAR: WORT; CLASS: DEMOLITION DWELL.UNITS: LEFT: RIGHT: USE TYPE: COMMERCIAL. NO.BEDROOMS; EXT.WAI-1- CONST: CONST.TYPE: NO.BATHS: N; S: E. W: OCCUP.GRP. : B2 PROT.OPENINGS: OCCUP.LOAD N: S: E: W: TOTAL AREA: NO.STORIES: 1 1ST: ROOF CONST: FIRE RET? HEIGHT: 2ND: AREA SEPAR? RATED: BASEMENT? :3RD: OCCUP.SEPAR? RASED: MEZZANINE? BASEM' T FLOOR LOAD: GARAGE: FIRE SPRKI_k? ALARM? FLOW(GPM) DETECT? -� HEA1 TYPE ----- !iI)f AG -_a�? cam"- -PLAN CHECK BYtt REMARKS: Demolish Commercial Building REISSUE SSIIE OF N0. tants LAST REISSUE Fill septic - -- - FEES: OMOORS JOHN PERMIT 11 .0F1 N 15800 SW BOONES FERRY RD PIAN REVIEW R Lake Oswego Or FIRE DEPT STATE TAX $.75 ..., OTHER DEVELOPMENT CHARGES: C O MOORE JOHN SDC(STORM) N WTM DEVELOPMENT SDC(STREET) R 15800SW B(IONES FERRY RD PDC(N ) A PREPAID < > C Lake Oswego Or 97035 T PHONE (50:3) 635--7760 TOTAL : $15.75 A REGISTRATION NO. WTM RECEIPT NO. This permit is Issued subject to the regulations contained in Title 14 _ of the TMC. State of Oregon Specialty Codes, zoning regulations kE17UTRED INSPECTIONS and all other applicable codes and ordinances, and It Is hereby agreed that the work will be.done in accordance with the plans and OT HER* specifications arid in compliance with all applicable codes and ordinances. The issuance of this permit does irot waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire And become null and void if work is not started within 180 days.or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be resDonsi (ty of the permittee to assure all r:ttee Inspectio s are a ed and approvers *septic fill Signature Issued By _ �'' LJ. FUR---4NSiRi'iCx4"-&34-4,P5 -- --- SEPARATE PERMVTS REQUIRED FOR WORK OTHER -THAN DESCRIBED ABOVE CITY OF TIIFA RD OREGON/ i Mr. John Moore WTM Development: 15800 SW Boones Ferry Rd. Lake Oswego, Are 97035 Re: Tigard Rotail center - 13705 SW Pacific Hwy. near Mr. Moore, The plans for the grading permit on the above referenced project have been reviewed. The following shall apply: 1. The limits of work are for demolition of existing buildings, and grading of the site. 2. Erosion control shall be provide as needed along the property lines to prevent silt from crossing onto ad;acent property. if you have any questions, please call me at 635-4171 Sincerely Brad Roast Building Official I ,i i 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----- MW 503)639-4171 - ------v - September. 27, 1.989 John H. Moore, Vice President. WTM Development ''� �� 15800 S.W. Boones Ferry Road C Suite 0301 OREGON{ Lake Oswego, OR 97035 / RE: Case No. STIR 89-23 Site :fork Permit Dear Mr. Moore: The above development was approved by the community Development Department on September 15, 1989 subject to conditions. This decision was appealed by Neighborhood Planning Organization No. 3 due to concerns raised regarding the proposed driveway access on Watkins Avenue and the storm drainage detention system for the project. The conditions of approval for the decision are listed to be accomplished pror to site work permits, building permits, and occupancy i permits. The issues noted in the NPO ap(�al are only related to the conditions pertaining to the receipt of building permits. You have requested permission to proceed with the site work while the appeal is I pending. This request is approved because: 1. Site work permits are issued by the Building Division and they do not- require a Site Development Review (SDR) approval prior to issuance of such a permit. Building demolition, fuel tank removal, capping a well, etc. , can be accomplished by a property owner at any time. 2. The concerns expressed in the appeal are related to the design issues which must resolved prior to granting building permits to begin constructing the project. The site work has no direct relationship with these issues. If the appeal proceeds, It wili be reviewed by the Planning commission on October 17, 1989. Any work or time invested toward the ultimate development of the site, prior to receiving a final approval, will be done at the owner's risk. No building permits will be issued until the appeal h s been withdrawn or concluded at tyle commission or appellate level. Please sign and return this letter to acknowledge this agreement which allows the issuance of a site work permit subject to satisfying conditions 1. through 8. of the Director's Decision. Sino rely, Acknowledged by: /� / Keith S. Liden John H. Moore Senior Planner WTM Development c: 'Phil Grillo Brad Roast I 13125 SW Hall Blvd .P O.Box 23397.Tigard,Oregon 97223 (503)639-4171 ------.---- Department of Environmental Quality HE;_CK"SCHMIDf 811 SW SIXTH AVENUE, PORTLAND, OREGON 97204-1290 PHONE(503)229-5696 OOVRRM(NI September 2.7, 1989 John Moore WI.M Development 15800 S.W. Boones Ferry Rd, Suite C-301 Iake Oswego, OR 97035 Re: U:'T - Washington n County Dear Mr. Moore: In response to your. request, I have reviewed the Crosby and Overton report of October 8, 1987 concerning the underground storage tank removal at the former Hudson Service Station #23 at 13702 S.W. Pacific Highway in Tigard. These tanks were apparently red without fire department notification or updating of DEQ records. These updates have recently been completed. Although it was not a regLL!atory requireqnent at the time, Hudson sampled and assessed the site for contamination around the tanks as they were removed. The contractor reported ro detectable odors or signs of contamination and the soil sampling results are consist-.nt with these observations. Based on this information, it would appear that decommissioning has been properly completed and no further action is required at this time. {: This decision resulted from our evaluation and judgement based on the facts E and current regalat:ions as we now understand them, including: 1. There were no numeric cleanup standards at the time the work was aeeonplished. We were working under the guidelines of no detectable odor and no visible signs of contamination for calling a site free of concerns. 2. The observations of the contractor that no visible signs of contamination or odors were found in the soils surrounding the tanks, combined with these sample results would appear to meet the regulatory cgizidel' ies. 3. The sampling results of no detectable Total Volatile Hydrocarbons and 151 parts per million Total Petroleum Hydrocarbons (TPH) is consistent with the odor and visual threshold. 4. Natural degradation appears capable of reducing the remaining TPH contamination to near backgr and levels without any adverse impacts. It appears that the earlier work was limited to the tank areas. If any contaminated soils are encountered during the planned construction work, particularly around pipe r.uis and service islands, this office should be contacted within 24 hours. Information concerning the tank removal and observations should be maintained with the permanent facility records. We remi.rid you that the current investigation is limited to the tank removal and does not transfer any liability to the State of Oregon. Although current conditions at the John Moor September 27, 1989 Page 2 site do not appear to pose an environmental threat, the responsibility for environmental evaluation, reporting, aid cl eair.4) rests with the Iandcianers. If you have questions eonoernincl this matter, please contact me at 229-6142. Sam;arr:l.y, Loren G. Garner Envircimy-nntal Engineer Northwest Region cc: BM, LIST Cleanup Section MARSHA FIRE VALLEYLFIREF&CRESCUE TUALATIN NAGC l _ OF ! DSC NO - INSPECTION NOTICE 901 NO . ---- - - - - INSP DATE An ----------- BUSINESS RESPONSIBLE PARx0VL TS _°� � - - -_ corrected without ADDRESS ______________-__----- ,-;eS shall be -----____- --- life safety deficiencies deficiencies , You may be The following fire and 1 delay . Should fire or injU. y result from the e ----- _ -- - -- - -- - held liable . -- ---------------- fL - - - --------------- 19 p, REINSKTION will be conducted on or about - --- - ` for comPl�aylce . InsPected � Firs SWroffice 475 GriffithDrive PO Box 4755 Received by Beaverton , peaver5t o3n , OR 9-7 6 Fax :� 5g3 '26-2438 Form # 1209B CITY OF TIGARD 2ENORANDUN TO: Building Division FROM: Deborah Stuart, Planning Diviisior�ii RE: SUR 69-20/V 89-26WTM Development/Hudson Oil DATE: September. 26, 1989 Condition number 3 of the above-cited site development review approval requires that all signs and sign structures be completely removed from the Hudson Oil property no later than 8 a.m. on 11/1/89. This is to let you know that it is o.k. to issue site grading and demolition permits prior to removal of the signs and satisfaction of condition 3. CITY OF TIWM NOTICE OF DRCISION Site Developmer'_ -.,-view SDR 89-2,/V 89-26 Hudson Oil/Cai.i/WTM Developmenz APPLICATION: A request by WTM Development on behalf of Jim and Darlene Cain and Hudson oil for Site Development Review approval for construction of a approximately 22,275 3q. ft. general retail and automotive service facility on a 2.1 acre property zoned C-G (Commercial General) . Also a request for an Administrative Variance to allow a 5 foot wide buffer zone where 10 feet is required by the Tigard Community Development Code. Location: 13702 ani' 1.3735 SW Pacific Highway (WCTM 2S1 3DD lots 300 and 500) . DECISION: Notice is hereby given that the Planning Director's designee for the City of T-gard has APPROVED the above requests subject to certain conditions. The findings and conclusions on which the decision was based are noted below. 1 A. FINDING OF FACT 1. Background No City records exist which account for the original development of this property into a vehicle fuel sales use. The site has been vacated and the gasoline station abandoned for at least- ten years. Tn 1984, an application for a temporary use permit was filed with the, City for a Christmas tree sales business on this lot. Two freestanding signs remain on the site, one of which approximates the size of a billboard. Both of these signs have been considered nonconforming as of March 20, 1988, and the property owner was notifi.-d of this nr to the March 20, 1938 amortization deadline. The property -.ner was cited for the following nonconformitiees: 1. Abandoned signs, violations of Section 18.114.120.D. A voluntary compliance agreement was signed indicating the willingness on the part of the property owner to rectify the nonconforming signs once the City adopted new sign regulations. The new regulations became effective in August, 1988. The property owner was subsequently cited for failure to abide by the terms of his voluntary compliance agreement after two extensions. After a plea by the property owner for one more extension of time on the voluntary compliance agreement, the City agreed to a final extension to 8 a.m. October 16, 1.989, and noted two additional potential citations: STAFF PRPORT _, SDR 89-20/V 89-26 - WTM DFVEI,OPMF N,r - PAGF 1 Into and sign structures the Failure to bring the signs rovisions of 2• the sign amortization of Code Section compliance with a violation City Sign Code, 18.114.110.A. terms Of the Voluntary with the to comply and October 3• Failure dated April 18, 1988, compliance agreements 16, 1989- 2. Vicinity Infcrmstion Highway are Pacific Hig _lends). the south, Bast, and north along Resi_ G Commercial General) • acre) also Properties to developed G- � 3.5 units/ also zoned and Single Family Residential, properties zoned R t o the subject property, lie immediately west of 3. Site Information and Proposal and for the most part is s gradually to the s o bordered to the north by SW Tax lot 500 slope It is b Hi hway• There Highway- covered by tall grass and weeder ds. by SW Pacific 9 Avenue and to the Pacific Highway and Watkins - one on SW currently exiote two access drives one on SW Watkins Avenue• portion of tax lot 500 ie covered with bsign, building, a rusted frees*..anf el tanks The front or eastern p° round asphr,lt. A Small, boarded up .)ssibly old unde.rg_ sign and F the middle of the the billboard-like Property. one small tree stands along the propeitY'S remain on the Proms all other trees stand property, otherwise southern and western boundaries- lot 500, i.s which lies immediately to the south of 400, a detached garage and several Tax lot by a residence, 400 and 500, presently occupied separates tax lot substantial trees. A large hedge ',�uil�iings °n tax lots ses to raze the existingrinn and sign structure The applicant prop° Building "A" will 400 and 500, the billboard and fieeet.anding the southern e on the props:t�• slong and construct two new build will be situate 550 sq a proposed to be 10,725 sgeiare feet in to-asur� 11, B is P liO he oriel ted along property line. Building Highway but. Mill the sire and will. face SW Pacific Hig applicant plane to deve:°P The app air u,180- the property's western t..oundary- .ve service SW pacific Property for general retail fotd auto the site: one along SW SW Watkins Avenue• Proposed automobile Two access drives are Proposed one a which is desjgnated for Highway and another parking ePacss, sed t° includes 1].4 A storm drainage retention pond is proposed parking will be handicapped parking• be constructed at the northwestern corner of the site an incorporated as part of the ]andecapi.ng• STAFF REPORT •- SDR 89-20/V 89-26 - WTH Dh,IFLOPHLNT - PAGE 2 4. Agency and NPO Comments Neighborhood Planninr ( ,• nization #3 has reviewed the proposal and comments: The main concern t the proposed development expressed by many at the NPO meeting was that traffic should not be permitted to exit onto SW Watkins Avenue. If this exit is to be permitted at all, it should force automobiles to make a right: turn only onto SW Watkins Avenue via ths use of curbs and not jue painted signs. A second concern was the above ground retention pond. Underground retention was suggested Listead. Portland General Electric has reviewed the proposal and has no ob;ections to it or comments. The Tigard Water District notes that Buildings A and B will need individual one-inch meters and the cost per meter is $1,350.00. Two additional fire hydrants are also needed at a cost of $2,000.00 each. The City Biiilding Division has reviewed the proposal and makes the following remarks: a. Demolition permita will be required for each building that is to be removed. b. All septic tanks shall be pumped out and filled with sand or gravel, or be completely removed. C. Any building that is connected to the sanitary sewer system shall have the sewer line capped off. d. The Building Departmen'Z shall be notified to inspect the filling or removal of all septic tanks, and the capping of all sewer lines. e. The Washington County Watermaster shall be notified and approve the method of abandonment of the existing wr,ll. f. The existing underground fuel tanks shall be removed. The C,regon Department of. Environmental Quality may have regulations for removal of the tanks. The City Engineering Divisio:, has reviewed the proposal and makes the following observations and findings: The applicant propotieb to redevelop the abandoned Hudson gas station south of Watkins Avenue along Pacific Highway into an automotive retail center. A site Flan and narrative has been submitted showing the proposed building layout: The narrative STAFF REPORT - SDR 89-20/V 89--26 - %?TM 1)1;,VET,OPMFNI' - MIR I mentioned concerns voiced by the neighborhood at an NPO meeting attended by the applicant regarding storm drainage retention and access onto Watkins Avenue. a. The site fronts onto Pacific Highway and Watkins Avenue. Pacific Highway is an Oregon State Highway and is improved with curb, sidewalk, and street lights. The curb and sidewalk is proposed to be reconstructed with she site development. The curb return at the corner is presently very bhort and should be increased to provide a safer ti.rn onto Pacific Highway. The curb return radius of 30 feet shown is recommended. The right- E-way should be adjusted at the corner to retain the sidewalk within the right-of-way. The right- of-way along the frontage should be 45 feet from the centerline. Watkins Avenue is a two lane, paved, City ninor collector street. Watkins Avenue was designated as Bach in the Comprehensive Plan that was adopted in 1983. Minor collector streets are specified by the Community Development Code to be improved to a 40 foot paved street with curbs, sidewalks, streetlights, and associated underground utilities within a 60 foot right-of-way. Half street improvements would be re^{uired &t this site, improving the pavement to 20 feet from the centerline of the right-of-way with a curb, a 5 foot wide sidewalk, and streetlights. Right-of-way should be 30 feet from centerline. b. Two accesses are proposed to the site. One from Pacific oighway and one from Watkins Avenue. A 34 foot, two-way driveway is proposed to Pacific Highway and a two--way driveway is proposed to enter Watkins Avenue divided by a median. At the Pacific Highway access the travel lane of. Pacific Highway Is against the curb. In order to provide for easier access the driveway approach should be tapered out at the curb. The exit driveway to Watkins Avenue is designed for right turns only. The intent in to force all exiting traffic to go directly to Pacific Highway. We have two concerns about this proposal. First, if enforced, the right-turn-only requirement would require motorists destined for the adjoining Watkins Avenue/Park Street neighborhood to drive on Pacific Highway rather. than Watkins. This would add unnecessary delays and unnecessary additional turning traffic onto and off of Pacific Highway. The proposed small retail center is likely to attract businesses that serve the nearby neighborhood as well as Pacific Highway motorists. Second, in practice, the left-turn prohibition is unlikely to be observed unless there is extensive enforcement. The driveway design does not physically prevent left turns for most vehicles. The turn prohibition will appear illogical to most motorists and extensive enforcement is not practical at this low-volume location. In other words, the right-turn-only design probably will not work. STAFF RF,PQR'I' -- SDR 89-20/V 89-26 - WTM DEVELOPMENT - PAGF. 4 Watkins Avenue is designated as a minor collector street, intended to carry traffic volumes somewhat higher than a local street. We find that a driveway access from the proposed development would be unlikely to cause traffic volumes on Watkins to exceed minor collector standards. Therefore, a standard driveway connection to Watkins Avenue is more consi2tent with City policy relating to the use of arterial and collector streets. C. The site slopes to the rear away from Pacific Highway. The existing paved surface area is to be en.,.arged, increasing the impermeable surface area and storm drainage runoff from the site. The NPO has concerns that the increased runoff will add to the extsting poor drainage downstream of the site in Watkins Avenue. The applicant haE proposed to install a detention system to contain the additional storm drainage runoff. The City discourages the use of detention facilities as it is best to discharge the runoff as quickly as possible within the Tigard drainage basin. In this instance, the public drainage system in Watkins Avenue is inadequate to handle additional runoff. Therefore, the detention system is recommended as a suitable alternative. This detention system will be designed so that the rate of storm runoff will not increase. Eventually a new storm drainage system should be constructed to serve this area. The applicant should be required to record a waiver of remonstrance for the formation of a future Local Improvement. District: to improve the storm drainage system. It should be noted that the detention system is intended to hold storm water temporarily during a major storm event. The stored water would be released slowly after the storm subsides. Typically the stored storm water would be gone within a few hours after a storm. Therefore, the detention system should not attract insects or other problems sometimes associated with more permanent ponds. d. The site is not presently served by sanitary sewer. A public sewer system exists north and south of the site. Extension of either sewer system is recommended to connect the proposed development. The State of Oregon Department of Transportation Highway Division has reviewed the proposal and has the following comments: An access permit is required, curb and sidewalk along the property)a Pacific Highway frontage will be required as a condition of access. The access location is acceptable. The existing eight distance is also acceptable; no trees or signs should be placed where they will reduce eight distance. Pacific Highway is a major arterial whose serviceability to the public will d1minish with time. The Highway Division wi' l therefore want to reduce the number of conflict pointe along its length. The Division does not even have to allow access at all onto Pacific. STAFF RF.POP.T - SDR 89--20/V 89-26 - WTM DEVELOPMENT - PACE 9 Highway but because of the proposed site design, two access pointe oa two different street frontages appear to provide the bast operation for the public. Access onto Pacific Highway is typically required to be located a minimum of 100 feet from the nearest city street; the provision of two accesses along Pacific Highway would too close and therefore least desirable. Other letters from residents of the neighborhood expressed concern regarding the location and design of the Watkins Avenue driveway apron and how traffic might affect pedestrians and motorists in the area; storm water drainage and surface runoff into existing drainage system; disposal of toxic contaminants from the automotive retail uses; removal. of previous Hudson gas station fuel tanks; and increased traffic and traffic flow concerns. No other comments were received. B. ANALYSIS AND CONCLUSION Section 18.120.180 lists the standards whereby the Director (or his designee) is to approve, approve with modifications or deny a request for Site Development 'teview r.ppruval. In addition to those contained in Chapters 18.120, Site Development Review, and 18.62, Commercial General District, the following sections of 1.:he Tigard Development Code are also applicable: Chapter. 18.100, Landscaping and Screening; Chapter 18.102, Visual Clearance Areas; Chapter. 18.104, Fuel Tank Installations, Chapter 1.8.1.06, Off-Street Park*ng and LoadLng; Chapter 18.108, Access, Eq_rers and Circulation; Chapter 1.8..7.14, Signs, and Chapter 18.1'0Tree Removal. , The applicant's submittal will meet the relevant development standards contained in Tigard's Community Develom.lent Code if modifications relating to parking, fuel tank removal, access and egress, landscaping and screening, and signage are implemented as noted below. Parking The submitted site plan shows 114 standard 90 degree parking spaces, one of which is designated for, handicapped parking. The Community Development Code requirements for standard parking space number has been satisfied (F6 required); however, the parking space dimensions will need to be redrawn on a second cite plan. The proposed parking space dimenl3ions of R feet wide by 16 feet long does not meet the Tigard Code requirement of a minimum of 9 feet in width and at least 18 feet in length. Also, state law requires that at least one handicapped parking space be required for every 50 parking spaces, so an additional handicapped parking space will also need to be provided in a revised site plan. Finally, there is no provision of bicycle rack space— the rode requires at least one bicycle rack space for every 15 requited automobile spaces. Therefore, at least I bicycle rack spaces should be indicated on the revised plan as well. STAFF REPORT - SDR 89-20/V 09-26 - WTM DEVELOPMENT - PAGE 6 i c•j+rr• `she motor vehicles as required °n code Section 18.100.110.A.1.a. This too needs to be revised on the landscaping plan. Additional tees should be added to the plans where feasible along the western and northern property line in accordance with screening requirements contained Section 18.100.080 or the applicant should demonstrate how existing trees and vegetation can be incorporated itato the buffer area. The Director or his designee will review and approve screening of HVAC and other rooftop mechanical. equipment as well as any equipment. located along the rear of the building, lighting and will require that the dumpster area be relocated away from residences. A discussion of the Variance request pertaining to buf.faring and screening requirements can be found later in this report. S ignaue The proposed site plan indicates the proposed location of a new freestanding sign which Is unacceptable due to its c,nflict with vision clearance requirements (see above discussion) . No request has been made by the applicant for larger freestanding signage under the provisions of 18.114.130.E and so c,taff notes that maximum sign area for a new freestanding sign will be 70 square feet per face (140 total) and 20 to 22 feet in height depending on sign setback from the property line. Sign permits will be required prior to the erection of any signage on the site. This applies also to the wall. signage which is indicated generally on the building elevation plans. Nothing in this report or on approved building plans is intended to also approve thio wall signage and each tenant must apply individually or in groups for permanent wall sign permits. There is a large, rusted 4reestanding si'4n, sign structure and billboard--like sign on the front portion of tax lot. 500. The signs have been abandoned for longer than a six month period and therefore according to the Code they are classified as abandoned signs which are illegal and the Director can require that they be removed within 90 days. Under the provisions of the Sign code, specifically Section 18.114.110.A.1, the two signs can also be classified as nonconforming, amortized signs. This is because both of the signs were erected prior to March 20, 1978, and the Code allowed a ten year amortization period to bring the signs into compliance with the current Sign Code. Because the signs have not been removed or modified to conform with the Sign Code they are also illegal and subject to civil infractions penalties. The Planning Division staff has been in contact with the current property owner, who has asked for an extension of time on hia voluntary compliance agreement with the City regarding these signs no less than three times. Regrtrdleas of whether this development is completed to the Patisfaction of the Director within the eighteen month time period as allowed for new development in the Code, staff recommends that the Director require immediate removal of the signs and sign structure in accordance with the October 16, 1989 deadline. The property owner will STAFF REPORT - SDR 89-20/V 89-26 - STM DFVFLOPMFNT -- FIA(-F 8 Access, Egress and Circulation The two-way access aisles indicated on the site plan are not of sufficient width nor do they indicate the direction of traffic. The Code requires that one-way and two-way access drives on private property be at least 15 and 24 feet in width respectively. The site plan must be amended to reflect Code minimum access drive requirements and traffic flow or direction. Fuel Tank Removal There are presumably a small number of abandoned fuel tanks located beneath tax lot " 00. These need to be removed and the site must be prepared in accordance with state Department of Environmental Quality regule.tions. The applicant shall be required to show that he has met all DEQ requirements with respect to the existing underground fuel tanks. Visual Clearance Areas Both of the proposed access and egress driveway areas are depicted as having large trees and one freestanding sign within vision clearance areas. The SW Watkins Avenue accessway is supposed to contain one pear tree and the SW Pacific Hig. way accessway is supposed to contain two annuals and the sign. Thi viiion clearance and sign regulations of the Code do not allow any object in excess of three fee.-. in height to be installed or erected within a vision clearance area. Trees with branches trimmed below the eignt foot level may remain.. Therefore, the three trees and one sign (unless below 3 feet or over. 8 feet to the bottom of the sign or lower tree branches) must be relocated. These items should he shown on a revised landscaping plan. Landscaping and Screening The Code requires new development within the C-G wing district to contain a minimum of 15 percent landscaping coverage. The submitted site plan is deficient by an estimated 3,000 to 4,000 square feet. The landacapi_ng plan should be revised so that this lanJecaping coverage can be satisfied. It. has already been noted that the landscaping plan will require revision due to vision clearance regulations. The Code also requires that all development projects which front a public right-of-way by more than 100 feet be required to plant street trees. Tt,a submitted landscaping plan shows more than 250 feet of frontage o-i Pacific Highway and only two trees. No street trees have been propos.•d for the SW Watkii.s Avenue t ontage. This lack of street trees i4 not Acceptable and will need to be revised also. The proposed parking areas along RW Pacific Highway and SW Watkins Avenue are not sufficiently screened from view. Design features auch as a berm or vegetative screening would also holp block glare from parked STAFF REPORT -- SDR 89-20/V F39-26 - WTM DEVELOPMENT - PAGE 7 be responsible for the removal of the signs and/or the civil infractions penalties. In order to accommodate the construction j schedule proposed by the applicant, this deadline may be moved to November 1, 1989. Tree Removal Nothing on the landscaping plan indicates whether any of the existing trees on the two tax lots will be retained. Staff notes that the Code requires all existing trees with a diameter of 6 inches or more at a height of four feet will not be allowed to be removed until a tree removal permit has been obtained. Furthermore, the existing trees should be protected from construction equipment and debris by some type of fencing. Variance to Buffering Requirements In conjunction with the Site Development Review, the applicant is requesting approval of an Administrative Variance to allow only a five foot wide landscapinq buffer where the Code would require a minimum of ten feet (Section 18.100.130.A) . The affected portion of the site would be the western boundary; this area also forme a boundary between the Commercial General and the -3.5 zoning districts. Code :.-)ction 18.100.080 specifiza the buffering and screening requirements and states that at least one row of trees with a combination of deciduous and evergrean tags not less than 10 feet high for deciduous trees and five feet high for evergreen trees at the time of planting be provided and spaced according to specific distances depending on the size of tree planted. Section 18.134.050 of the Code contains criteria whereby the Director (or his designee) can approve, approve with modificatiunu or deny a Variance request. They are: (1) The proposed variance will. not be materially detrimental. to the purposes of this Code, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies of the Community Development Code, to any other applicable policies and standards, and to other properties in the same Inning district ol• vicinity. (2) There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district; (3) The use proposed will be the same as permitted under this Code and City standards will be maintained to the greatest: extent possible, while permitting somei economic use of the land; STAFF REPORT - SDR 89-20/V 89-26 - WTM DEVELOPMENT - PAGE 9 (4) Existing physical and natural systems, to traffic, drainage, dramatic land for such as but not limited advcreely affected B or any more than would occur parks will not be peci.fied in the Code; if the , and development were located as s (5) The hardshiV is not, self-imposed and the variance the minimum variance which would alleviate the hardshi requested is The hardship. propoaed variance will not be Of this Code or be in materially detrimental to Plan, Other conflict with the the Purposes a applicable pol.ic;.es of the Policies of the Comprehensive other applicable policies and standards COmmunit extent Y Development Code and possible. The will be adhered to the greatest obscuring fence applicant proposes to only a eight- but also ar. evergreen ped erect not. line. The Director should hedge along line- rty the b 41.80 re b the western E�rah d offer zone as require trees .0 combination with the },edge Per Code Section 18. 100.080. Mcre°ver, proposes to construct a structure that w. Of 21 to 24 ill have , tbr, applicant feet where the Code allows a maximum building feet. The Director or hie a maximum building height location designee will review and approve "eight. of 45 Of outdoor lighting fixtures and the screening of rooftop mechanical a tl'` tYPe and rear of the building equipment as well as 4n g of HVAC and other should g• The dumpster area i8 typically equipment 1Pment located along the be relocated to be YPi.cally a source of adequately enclosed. Other f4rther from residential noise and be Other by the reduced buffering in the same zoningdistrict ill or )t the vicinit 9 and Other structures pro will ,lot Y are already buffered by large rear n Properties in property ity a have expressed their strip, fencing acceptence of Yards. The adjacent g and hedge at the neighborhood the reduced b J meetings. The offer Code and C use proposed will be the game as organization City standards number, will. be as permitted under this Possible, while Permittingmaintained to the some economic use of great-est extent the land. Existing physical and drains a natural syatems� ,such an b g , dramatis land forms Or parka will but not limited to traffic, more than would occur if the develo not b �Od- a adversely affected an Finally, t}1e hardship were located Y ie the minimum is not self--�pOeA�d AL s-�cifie_d in the therefore recommendariance which and the Variance request, would alleviate the Quested pProval Of this Variance re hardship. Staff quest. C. DRGISION The Planning Director's DevelDevelopment PlPmei designee for the City of Tigard approves p Review SDR 89-20 and Variance V 89_ g conditions: jectSite 26 subject to the R7 0ONDITINSSITB GRADING PRDXITS. S"AwgR SATICIPIRD PRIOR TO p aLITION AND STAFF REPORT - SDR 89-20/4' 89-26 - WTM DEVEI,OPMrNT - PAGE 10 1, The applicant shalldemonstrate compliance with all Fire District. and Oregon Department of Environmental Quality regulations pertaining to the removal and leakage of u526r2502)d fuel tanks. CONTACTS: Gene Birchell, Fire 1) , and, Ron Moyer, Brad Roast, Building Division (639-4171) , Underground Tank Cleanup Program, DEQ (229-6631) . 2. The applicant shall obtain tree removal permits from the Planning Civision prior to removal of any trees on bhtax by lots. Trees to remain i the site are to beprotected the Planning temporary screening or similar means app eriod. No site Division during the construction P prior to grading,clearing or tree removal shall occur p satisfaction of this condition. STAFF CONTACT: Keith Liden, Planning Division (639-4171) . 3. The applicant shall be required to completely remove the frees::anding sign, the sign structures and the billboardrof the property. None shall be allowed to be re-erected as part the new development. Failure to remove these result sigio in civil structure by 6:00 a.m., November 1, owner. STAFF CONTACT: infractions penalties foc the property Deborah Stuart, Planning Division (639-4171). 4. The application shall be required to obtain demolition permits for each building that is to be removed. STAFF CONTACT: Brad Roast, building Division (639-4171) . 5. All septic tanks shall be pumped out and filled with sand or gravel, or be completely removed. STAFF CONTACT: Brad Roast, Building Division (639••4171) . 6. Any building that is connected to the sanitary sewer system shall have the sewer line capped off. All new buildings must be sewer and sewer connictted o City CONTACT: Br ad Building Divisionection permitsall(639- requ 4171) . 7. The applicant shall notify the Building Department to inspect the filling or removal of all septic tanks, and the capping of all sever lines. STAFF CONTACT: Brad Roast, Building Div(639-41.71) . ster 8. The applicant shall notify the Washington couthe my Wat ng swell and have th� method of abandonment Washington County approved. CONTACT: Clayton Gardener, 9 Watermaster. (648-8791) . STAFr REPORT - SDR 89-20/V 89-26 - WTM DEVELOPMENT - PAGF 11 UNLESS OT�ISS NOTED PRIOR TO ISSUANCE OF A g�LDINIG�PENG CONDITIONS SHAyI, AR RMITS: SATISFIED 9• The applicant shall submit. a Division revised Bite plan to the Division approval which shows the followingplanning Y parking apace nize- bl at leas2 hdesignated anges: a) handicapped parking the bicycle4 spaces; c) at least 3 bicycle rack e rack design shall also be submitted to the PlapnniH9 Div.sion for approval 24 feet for d) minimum access aisle width of at least two-way traffic or I standard driveway 15 feet for one-way y on Watkins which g traffic;eft turns; f) traffic flow shall allows ri. ht arrows; g) all compact be indicated on the plan with plan pact Bpaces shall be designated as such on the t h) dumpster location and enclosure located away from the rear of the building; all rooftop equipment;i) lccation, type and method for screening light fixtures and ,l) location and type of exterior STAFF CONTACT: Deborah Stu,,rt, Planning Division (639-4171) . 10. The applicant shall Pla;,nin submit a revised landscaping lar to y Division which shows the following p the minimum of at least 15 percent site g changes: a) a provision of street landscaping coverage; b the least 2 inches trees with adequate spacing ) in diameter. at a 9 and size at scscreening of parkin p which height of four feet-; c) eenin of g s mcee fbce a sign from vision Public streets; .�) additiotaal trees alongclearance the rear or areae; and e) Section 18.100.080. The number and propett trees shall be and loca,,.ion of the bufferlins per Vegetation determined based upon the location of existing area areas to be screened, and available aped areae. STAFF CONTACT:(639-4171) . Deborah landscaped Stuart, Planning Division 11. The applicant shall reconstruct the existing curb and sidewalk along the Pacific sidewalk with the Highway frontage and install a curb in the 6 foot wide Gary Alfson, Engineering same location. STAFF CONTACT: 9 Division (639-4177 ) 12. Additional ri ght-of-way shall be conveyed to the Pacific Highway frontage to increase the r.i State aton from the centerline, ght-of-way g the existing The description flhall y to 45 feet 9 right-of-way r_enterline, ti tied to the provided the applicant that the Verification shall curve he STAFF CONTACT: rise received the (639-4171) . Lee Gunderson Ore on Feigion, Engineering 5002) , gen State Highwayg Division Division (229- 1; The applicant shall hall Obtain a permit from the `'! y DivLiion, to perform Pacific Hi vi,lio A perform work within the ri ht-o` Oregon Cit copy of the permit shall be q of-way of City Ez'4veering nivibL" prior to provided to the STAFF issuance of a Public REPORT - S')R fig-,()/v }�4_?6 -- WTH f)FJI-;I,nF'FlFN1' -- pA(;F 12 Improvement Permit. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . Lee Gunderson Oregon State Highway Division (229-5002) - 1.4. Standard half-Atree improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainage, streetli.ghts, and underground uti.li_ties shall be installed along the Watkins Avenue frontage. Improvements shall be designed and constructed to minor collector street standards and shall conform to the alignment of existing adjacent improvements or to an alignment Approved by the City Engineer. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 15. Additional right-Of-way shall be dedicated to the Public along the Watkins Avenue frontage to increase the right-of-way to 30 feet from the centerline. The description shall be tied to the existing right-Of-way centerline. The Oedication document shal'. be on City forms and instructions are available from the Engineering Division. STAFF CONTACT: John Hagman, Engineering Division (r,39-4173.) . 16. The street corner shall be co:ietru(rted with a 30 foot radius curb return. The right-of-way shall be adjusted accordingly to include the sidewalk. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) atkins 37 A standard Avenue. STAFFcommeLCONTACT:driveway Johnshall Hagman, Engineering o Division (639-4171) 1B. The site shall be designed to retain all storm drainage runoff sting site an to a rate toren discharge equivalent T1AF1 1CONTACT thGaryiAlfson, Engineering a 10 year s Division (639-4173 ) 19. An agreement shall be executed by the applicant, on forms provided by the City, which waives the p-operty owner's right to oppose or remonstrate against a future Local improvement District formed to improve the storm drainage system serving this site. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 20. on site storm drainage details shall be provided as part of the public improvemen! plans. Calculations shall be based on full development of the serviceable area. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 21. The appi.i.cant shall provide connection of propokiod buildings to the public sanitary sewerage system. A connection permit is regvired to connect to the existing public sanitary sewer STAFF REPORT - SDR 89-20/V 89-26 - WTM DEVELOPMENT - PAGE 13 system. jTAFF CONTACT: Brad Roast, Building division (639- 4171) • plan and profile pub-lc improvement L2. Seven (7) sets Of p d ro:.struction cost construction plane and one (1) itemize est.tmdte, Bt.amped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall seetBOfplan submitted to and the Engineering Division for approval• Tw ary review prior profile plans shall be rubnitted for p ONTreliminmin Gary Alfson, to submittal of final plans. STAFF Engineering Division (639-4171) . 23. Construction of proposed public improvements shall not commence until after the Engineering Division has apr)r^"-�1 '-�u°=+c improvement plane. The Division will reguird a i00 percent performance assurance or letter of commitment, a L'ev' ioper- the payment of a permit fee and i sign engineer agreement, ht fee. The execution of a street installation/streetlig reement. shall occur opening permit or construction compliance a9 roved public prior to, or concurrently with the is John anceof HagmapP Engineering improvement plans. STAFF CONTACT: Division (639-4171) • 24. The proposed privately-operated and maintained parking lot and/or roadway plan-profile and cross Rection detlane• eha S publicl be improveTAFF provided as part of the m 639-4171) • CONTACT: Gary Alfson, Engi.r•eering Division b 25. A grading plan shall. be euRitted showing existing the lfson, Engineering proposed contours. STAFF CONTACT: Y Division (639-4171) . PRIOR TO ISSDAIit� OF p(�C�7PAliCY pXMI.TS, THE FOIS,OWINC. CONDITIONS SHALL BS tXklPITBn TO THE SATISFACTION O? THS PLANNING DIVISION: 18. All landscaping materiels and other proposed site improvements shown on the approved plane shall be installed or financial..y assur(A prior to occupancy of any structures. STAFF Cr::'TACT: DeborLh Stuar.'�., Planning Division (639-4171) . 19. A sign perm, location an t shall be obtained prior to the erection of any wall or fz'eesta.ndiny sign on the site. Sign d size siong o the T)roi must be in STAFFdaCUNTAC:Tsh Deborah vS*uart, planning ngDivision Sign Code. (639-4171) . THIS APPROVAL IQ VALID IF 9zSRCIS9D WITHIN SIGHTSSN MONTHS OF THE DATE OF THS FINAL DECISION NL`TSD BELOW' STAFF REPORT -- SDR 89-20/V 89-26 - wTM DEVELOPMENT - PAGE 14 � 4 M. [L aw CARRION r l<ST SCHOOL Ilk Cl cl rpr R w J t l rprl• — X`'` _ r )) 1 � "p CppN lM /• s -r • ♦ . ..r — _ mor � ,� e r` r 4.o• + // �J,rl rr r wi l.iAl a S. YI[ (r,INT LN_ i �f j A a �► V � S 'UV, coil EJ ST ! a r ZOE -- fwv� r to A Iy' * V, S.M. r — LANEt 01 - S,w.�IPIarR1pY T ff-m—s=_ [� JO wurarr-. /fir fw _ a ♦ M Of N It Li Wtf ` — _ t � ` w• ' 4 oi, ' raavI NORTHWEST arr TESTING LABORATORIES.) INC.C. 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING CONSTRUCTION INSPECTION P.O.Bo) .7126 WELDING CE.RTIFICATIFTN ESI NATE RIALS INSPECTION Soil_TTNG cIIEM11 AL ANALYSIS Portland.Oregon 97217-0126 AssArING .H TSII-AL TESTING Phone:(503)289-1778 August 7 , 1959 WTM Development 15800 S.W. Boones Ferry Road Lake Oswego, Oregon 97035 P_ttention: Mr. John Moore RE: Level One Environmental Assessment Retail Center S.W. Pacific Highway 99W Tigard, Oregon Gentlemen: As requested, we have conducted the necessary investigation and completed an environmental assessment of the subject property in Tigard, Oregon. This process defines to our best knowledge, all information pertaining to, local land use, types of businesses, oro geomorphology a)Td groundwater o,-:--::urrences, Superfund list reviews and an e✓aluation of the findi.r,s. Conclusions and rer:ommendations are Then ,ch further: arisk inve t- g t ion lmaya or may defines not.the be conditions needed under why_ warranted. Copies of the pertinent lists reviewed are contained herein with the features of note highlighted for your review. We will be available for further consultation as may be required. Respectfully, NORTHWEST TESTING LABORATORIES , INC. Charles R. Lane, P.E. vice-President Report Number: 325909 A5 A MUTUAL PROTECTION TO CLIENTS 1HF PU RLIC AND OURSELVES ALL REPORT:ARE SUOMITTEC AS THE ODOfFOOI ,LPERSON CONFIDENTIAL POPOFLIETS AND APIZ nN TMAI UIL2F TNFANPORTONTNEROf WTHOIOUR WI11fNA,iNO *** TABLE O-r CONTENTS *** I, JNTROD C IQ!! I Purpose Scope of Services Site Description and Location Locator Drawing II. SITE ASSESSMENT Site History Surrounding Land Use Geology and Hydrology Evaluation Conclusions and Recommendations III. APPENDICES Location Drawings CERCLIS List UST (DEQ) Manifest RCRA Manifest Hazardous Materials Manifest: for Tigard References Crosby & Overton Tank Removal Report (10/a/87) WTM it.svelopment AuguST.. 7, 1989 I. �NTRODUC'IION 1]*_7OSe This report and investigation are undertaken to facilitate a property transaction or financing action. The purpose of this survey is to expose as much relevant data as possible from an historical and environmental impact standpoint. Level One Assessments also draw conclusions about possible risks, but do not proceed into actual physical_ or chemical testing to cpiantify actual field conditions. Scope of Services Services relevant to this particular project included; site visitations and observations, a check of surrounding business operations, examinations of existing documents regarding pas environmental events, and the preparation of this report. Site Description The subject site is located at the southwest corner of S.W. Pacific Highway 99W and S.W. Watkins Avenue in Tigard, Oregon. The property fronts S.W. Pacific Highway 99W for some 280 feet as its eastern boundary. The site is also bounded and fronted, to the north, by S.W. Watkins Avenue for some 215 feet. The aastern portion of the site currently supports an abandoned service station (Hudson) fronting oil S.W. Pacific Highway. An existing, occupied residential structure and dense brush thicket is found in the southern portion of the site. An open and grassy field c:onprises the remaining western portion of the property. The site has been built-up (by fill) to road grade along Hwy. 99W, but is somewhat lower than road grade in the western, or undeveloped portion of the property. Tl . SITE ASSESSMENTS History The subject property, as previously mentioned, supports an abaru,ined service station (Hudscns) . By appearance, and WTM Development August 7, 1989 conversations with local residents, the station had existed onsite for several years. The station was closed and abandoned, R.E. Crosby and Overton tank removal report, (appendices) , previous to September 30, 1989. Conversations with local residents also indicate the site, previous to the Hudson station supported a green house of moderate size, this is borne out in part an old concrete slab and foundation immediately west of the Hudson station. An older residential structure appears to have occupied the southern portion of the site for several decades. Surrounding band Use Issues The project area is a well developed mixed use commercial/retail district with of.`ices, restaurants, tire repair and service industries bordering all but the western portion of the property. To the west land use consists of single family residences. Sites to the south and east of the property do host gas stations and imilar operations with underground fuel storage. Geolo yand Hydrology Units to be encountered onsite and in the general vicinity consist of some man-made fills underlain by native silts and sands to depth. Viese materials are inturn underlain by Pliocene to ple.istocene age basaltic rack. Hydrologically speaking, the prominent controlling factor at this site will be surface, (sheet flow) , runoff and ground water recharge during prolonged heavy rain. Groundwater is therefore expected to be generally less than 30 feet in depth and often only a few feet- below existing grades. Evaluation of Level One Findings 1. Inspections of the exterior structures reveall no indic;acion of illicit chemical dumping nor hazardous materials. bei.nq stored on the site. An empty 5 gallon container of ele�:trical cleaning solvent was fo• -id next to the Hudson St«tion building. `ilif M 4 WTM Development August 7, 1989 2. Documentation of a removal forample run for Hudson rservice station on content onsite, during tank (3) is presented herein for (Crosby and Overton, October 8, 1987) your review. 3 . One power transformer located on P. pole on the west side of Hwy. 99 and several fluorescent outdoor lighting fixtures with old ballast units, serving the Hudson service station, may contain PCB contaminated cooling oils. This is not perceived to be a major concern, but it is an issue which can be further investigated. 4 . Review of the federal agency lists was conducted during this investigation including, but not limited to; CERCLIS, DEQ-UST, RCRA. and those f nd findings include; pertinent to this area. Details i * Five (5) combined RCRA (small and full regulated generators of environmentally hazardous substances are ile .radius of this site, however registered within a one-m twenty-four (24) combined RCRA sites are registered within a two-mile radius. * A multiplicity of sites in the 97223 and 97224 zip code possess egrendistorage tanks. It 1.sunooJmanyare provsionedwith leak detectors, alarms, etc . * Three (3) CERCLIS (su-)erfund Clean-Up) sites are known within a 1. 5 mile radio The nature of the incidents surrounding their recorded events is unknown at this time. Conclusions and Recommendations on the basis of our inspections, considerations: onsite observations, we offer the following 1. We have not discovered any evidence of near surface residual effects of any significant illicit chemical dumping or contaminations in the subject vicinity. 2 . No evidence has surfaced indicating leaking UST' s in the immediate vicinity. Should concern be held in other quarters regarding potential contaminations locally, then further investigation and testing would be warranted. We presently see no reason for concern in this area at this time. +�r err � �■r � +� a� WTM Development August 7, 1989 3. Documents are enclosed regarding a number of past events, sites and locations. Should new evidence surface regarding this material or should new inform-ition; contrary to our finding be found, we should be advised of such and permitted the opportunity to review the potential effects of those findings. 4 . No obvious evidencF has surfaced in our investigation indicating blatant: dumping of waste or chemicals on or near this site other than those events or areas noted within this report. S. Northwest Testing Laboratories, Inc. , has researched Federal CERCLIS Lists, RCRA Lists, directories and information on file regarding this area during the course of this review. We claim no responsibility for errors in that information nor do we accept responsibility for evidence potentially suppressed from our access during this investigation'by any tarty. lie trust this service fulfills your needs on this project. Please feel free to contact us should further assistance or research be desired. I Respectfully, NORTHWEST TESTING LABORATORIES, INC. A2 Charles R. Lane, P.E. Vice-President Report. Number: 325863 �E�iyE� �•Z�•S� �L _ i o r'1•5,1 1dMV.- Dc/E 7Z 7?fE L/N4G'7C /L£D GLNJ 7?c�nf 4F 77AF 47v,'M _ z�c 7�-�n_c. • ols17Lr'. r7r►s __zre�� ,✓ vrf�ar� .�. _-A� o.�r N�A!NT�iN 77&r ba r L �i9nc�vs__ 40= __4%S/B 9_ /41Az /.-f3 L- 'g;e-a ivoFir /?-- /71_..__9:4# a 7- J44' 7Z. ----- - 7h _.�i'� �C i6.✓ __K/.v� �c�rFo wc__ DC7rWM/MfO7?"r --- ___�},�E /cD x�,7 icnly 70 _�_/_NsllE'S / +L r 4Qtw�• �'ov?�iur"� _.- -T�/5 6y'S?t'M wiE ✓AGEa�X/Mr4TE't y' 4�'.a Moil! la��ifG� :�/�f•� .�Tt7. 7&r Frac OCA�i�✓/3 /N��i�9T�o�� ..syows 7�`+'E STa.cA�E ✓o�v.f E /r�.o /rirow �-A'>c� �_F9ctc�LA�CN S. �A.� ,�7Uki✓1 liE7'E�l77GrJ �GGciC/77�?''�S Fv�E: Nr/A/N7�4i,✓in/d 8. ) G�cv-✓ �IcGc/1f1�'�✓� �� GcJrTLocc/ �/>E i 51x.5 1X WN i v STpP1y' ay5:2r/' fl= f h a ho PROFFsJ� he ee 10,538 w/Mwr Arm ov -_-_ __ -•�f'-s A✓.___-_.._..f��a5)`,r/�.(i�,��) _ z.s SFS ex/ouG*l 7v 4491s.- PWlc770,1 Lass 7W7- /i' 77f111 77�r LVSV /AI 77-C- Al*' c Jcrle e BE i91 >-��•�•9Ttzy � � /Z B/�Sft o,,✓ ,C.dA,P> s?/r�r✓7 �T�+lJ,�as a+� �!r' ,`�G�R r��G i�>r2i�2- Vf(oOF7,3� VZ ///•5 %IA/S 77i�7' /zn i-7 Q= 7X//3 46;�;6 770AI T1G!tT" 7ht 6lMlo,' fq-M l Ar 7wr 4e e,,1m,4z o4coi .2 rc. 7Mr 9�i �"ca.c. A,� 77&- /a&-M All C kCc r rwol-- 477,4Ct�' -- __ -✓vLu E. /3CcX7 C�/f'i�--- —--.______ -------. =y,'�5t A✓�uldGE �i�I. _?11�._.r3y�7t�f �Zorc/ _ tzEl/�oN Zi-re.,?-' - _ -_---------- _ --- _------.___-_ W�• 7J�" rJr�3/T�' �%y'�-r1�+9 /: Ll�/G�/1D v%iiJ Win/ O✓CGf-Laa11 OUTLE?' fr/Y 77/�s �C�i9T�'/��5 �✓tx.!!!l' �na77Pi9r�� 7�/s �9�i! �9:✓n/ fuels /,� ,Lir! �ZC3�'`�YO,�/ O� Z�lo,'S .x� /F 71/£ •�yJTP�J ...�r/a�/�,Q O✓E�[.CY!L' O,e: 7�/[ OV7'Fi9le �il� -7'yfF .?ysTla'1 �/ieei!iv 777 77/F` 7- W T DETENTION VOLUME CALCULATION SHEET A n c n Duration Tine Intensity for Inflow Rates Sto- ed Rates Det Start at Tc �-year storm (line 1 x line 11 - 1,1Z (Col C - '+rre--T) (Col (use sheet 5) x Col $) Z Sto (min) (in/hr) (cfs) (cfa) .4n 4,x-7 Z.i5 /Z �7.;:-�4 4.oz 1.87 .ala / 193 x.41 1-U0 w ,NOW DETENTION VOLUME CALCULATION SHEET 7. c C,/, B C D E Intensity for Inflow Rates Stored Rates Detention Volumes 7,5 year storm (line 1 x line 11 ! 1.72 (Col C - 1+n"-1) (Col A x Col D x 60) i (use sheet 5) x Col n) Z Store Maximum Volume (in/hr) (cfa) (cfa) (cu. ft.) •.d-v S.v5 3.� 1 I I U 7 77 133v �4 4.0Z 1-87 13410 �•.o ?,(0/ f A(p1314 2.047,151 I.3lo 130 r r .. FROCEDURr FOR DETEF::INING /�,. RUNOFF RATES AND REQUIRED DETENTION VOLUMW I. UNDEVELOPED RUNOFF RATE 1: Total Area of Site, Atot' Z� 15 ACRE 2. General Slope of Site . . . . . . . . . . . . . . . . . . 3. Runoff Factor, C, for Undeveloped Site G J1-,#,1A'rCo COY (Use Sheet 2) . . . . . . . . . . . . d I . . . . . . . . 0. i 4. Longest Travel Route of Runoff a. l-ngth . . . . . . . . . . . . . . . . . . . . . . . '3f30 b. Drop -7 c. Condition (overland flow, channel, pipe, etc.) . . . . OV CR LA KI9 ! 5. Time of Concentration, T , (S Minute Minimum) (U;o Sheet 3) . . . . . r . . . . . . . . . . . . . . . i 6. Rainfall Intensity, 1, ori-Year Storm wASN Co, ' (Use Sheet 4) . . . . . . . . . . . . . . . . . . . . . . 2 , ! 7. Peak Undeveloped Runoff Rate, Q-CIA (Line 1 X Line 3 X Line 6) . . . . . . . . . . . . . . . 2• G II. DEVELOPEL RUNOFF RATi; S. Impermeable Area, Al. . . . . . . . . . . . . . . . . . (.02 A(PE 9. Permeable Areas A . . . . . . . . . . . . . . . . . . 0.3?" ACr-r 10. Runoff Factors, C, for Permeable Areas LAW#J,560rY So,4 (Use Sheet 2) . . . . .. . . . . . . . . . . . . . . . . 11. Composite Runoff Factor, C Lint 9 X 0.9Line 9 X Line 10 Lzne 17- - Line 1 12. Tine of Concentratia,i, T , For reveloped Site (UEe Sheet 3) . . . . . . . . . . . . . . S M 13. Rainfall Intensity, I, for 25-Year Stone With T = Line 12 (Use Sheet 4) . t IA<11 Com.. 3 p c 14. Peak Dcvelvped Runoff Rate !Line 1 y Line 11 X Line 13) . . . rj, Qj S G`i S III. REQUIRLD DETENTION VOLUME (Use Sheet 1 . . . . . . . . . . . . . . . . . . . . . . -1- . I I l I - OREGON STATE HIGHWAY DIVISION HYDRAULICS MANUAL Subject: Page: 8-39 RUNOFF FACTORS FOR STORM SEWERS Revision: Appro�Td: Effective Date: TABLE 8-5 RUNOFF FACTORS FOR STORM SEWERS Flat Rolling Hillv 2% 10% O"er 10% i Pavement & Roofs 0.90 0.99 0.90 Earth Shoulders 0.50 0.50 Drives & Walks 0.75 0.80 0.85 Gravel Pavement 0.50 0.55 0.60 City Business Areas 0.80 0.85 0.85 Apartment Dwelling Areas 0.50 0.60 0.70 Suburban, Normal Residential 0.45 0.50 0.55 Dense Residential Sections 0.60 0.65 0.70 Lawns, Sandy Soil 0.10 0.15 0.20 I Lawns, Heavy Soil 0.17 0.22 0.35 Grass Shoulders 0.25 0.25 0.25 Side Slopes, Earth 0.60 0.60 0.66 Side Slopes, Turf 0.30 0.30 0.30 Median, Areas, Turf 0.25 0.30 0.30 Cultivated Land, f;lar and Loam 0.50 0.55 060 Cultivated Land, Sand S Gravel 0.25 0.30 0.35 Industrial A►eas, Light 0.50 0.50 Industrial Arcas, Hea,% 0.60 0.90 Parks & Ceme aries 0.10 0.2: Playground; 0.20 0.30 Woodland and Forests 0.10 0.15 0.20 Meadows & Pasture 1-2nd 0.25 0.30 0.35 Unimproved Areas 0.10 0.20 0.30 I I-5 H (FT.) I Soo aoo Te (MIN.) 300 EXAMPLE 200 Height IOOFf. - 150 }- 200 Length=31000 Ff. U.1 Time of concentration=14 Min. - 100 -t 150 D - eo 100 L (FT.) U i 10,000 = 60 M -•� `fkQ - - 50 50 '`MPS f z 40 ~ 4 0 ' \ 5,000 z .,� F - 30 1 0 `a 000 Cr 2 5 1- w Note. Ir Z _- 20 p _ 2C Use nomograph T for natural ~ — 2,000 W .N.osins with well defined channels, p _ 1 500 .Z 15 CI: for overland flow on bore O 10 earfh,ond for mowed gross rood- H _ 1000 U — 10 to side channels. 0 U. ` - For overland flow, grassed sur- w o e O faces, multiply Tc by 2. J g -. 6 5 For overland flow, concre4e q_r 500 �- 5 = a asphalt surfaces, multiply T� 1 _ 4 by 0.4. x 300 s 4 3 For concrete channels, multiply 3 2 Tc by 0.2. 200 I , 150 2 100 — I Based on study by P.Z. Kirpich, Civil Ergineering, Vol.10, No.6, June 1940, p. 362 Fig. 1-•! — Time of concentration of small drainage basins. -3- ' qw 14 TABLE IX RAINFALL INTENSITIES FOR EAST WASHINGTON COUNTY (for Ranges 1 & 2 West) Rainfall Intensity (inches/hr) TIME OF STORM EVENT - YR!(PROBABILITY) CONCENTRATION (MIN) 2 5 10 25 50 100 (501) (20x) (10X) (4X) (2X) (1X) 0 1.90 2.50 3.00 3.40 4.00 4.50 5 1.90 2.50 3.00 3.40 4.00 4.50 10 1.30 1.70 2.20 2.50 3.00 3.50 15 1.10 1.40 1.80 2.10 2.50 2.90 20 0.90 1.20. 1.50 1.80 2.10 2.40 30 0.75 0.95 1.20 1.40 1.65 1.90 40 0.60 0.75 1.00 1.15 1.30 1.60 50 0.55 0.70 0.85 1.00- 1.15 1.35 70 0.45 0.65 0.70 0.82 . 0.95 1.10 100 0.40 0.�.» 0.55 0.67 0.75 0.90 180 or 0,35 0.40 0.50 0.60 0.70 0.85 more f - 42 DF,TENTION VOLUME CALCULATION SHEET A 9 C D Duration Time Intenei.ty for Infl w Rates Stored Bates De Start at. Tc 2'5-year storm (line 1 x line 11 -/,7Z (Col C - line 7) (Col (use sheet ) x Col A) Z'��' Sto (min) (in/hr) (cfs) (cfe) 31 15 2-,4 DF•TFNTION VOLUME --.LCUI,ATIVN SHEET — D E B C _ Stored Rates Detention ValuMee I rInflow Rates Intercity for 72 (Col C - line 7) (Col A x col D x 60) i'-'5'Y ear storm (line 1 x iine 11 2 q6I Store Maximum vollo" (use sheet ) x Col A) (cu. ft.) (in/hr) (cfe) (cfe) - -- - 3' - Sv n2 L3 _- _ --— —- USDA — SGS 5A 45C a, u 22 13 45A' se .; .:�1, 'kms �� .� .. •26.� . ,. ' ;� ,,. 7 �: � •.... X13. 7 �ila t�, � 'y , , ',�'� � , � `,« - ., i ��b :�-, 1q^ a 'j� ��' B• , ry k•;.kis ,�` a '.►f,...—, A , 'e• 111Y Yip '1 t I w �''.a��{ '' �'� � 1 3M, 77C it � V �. '�.}v r��3''•'�''�) �� l ray � s ". • 'f �� .a ji^ 37C _ J2. ,,• F SMT• �. .. :F/ ;yj< .r, r., 't1 .t ttit 2 1 37p' -+ •. r i� � �2" / .ry .�T�N ,\'his �'i '!.. ./' — 'r A2.. J. 0158 1f`-. �,' � ' ,r ,7!''a, ,, �'•.i �f �,�, r sem+ ?�, / �•- .W ` -22 �y,�,,�• '., •r. �/ •'`rt_ f, '13,x, �,-y. 1/C 30 -i37B •. 137 tiR* -3711 Com• j �:,'� �,, :w - ^'ly}i, � ATE• t •c - �: 378 r i• k D 1' sp !!. •Jllb � . 37B 30 Wit �O Feel !_ ■i 1kMPM q W_ W 1,500 2.400 000477-05 04 '-72.000 •03 1 C.005- ,000 1,500 06 800 - 0.006 _ 0.2 0 007 ` 600 . 1,000 0.7 0.008-- 500 800 0-009 0.1 400 0.01 O.0 0.08 -600 500 0 g 0.06 300 0.05 400 -1.0 004 20020 300 003 0.02 200 15 0.02 100 : 003 8o - 10 L5 Oct 100 9 o J.04 0.008 60 96 B 50 80 - 0.10 0.05 _ .-0.006 84 7 0 -Oct) 0005 40 60 72 6 Ot`6006 2 0004 S0 E 005007 60 S 004008 .0003 o -40 c 54 0 w 20 i 46 4 0 0 00300 0002 _ 42 002 C 0/ -\36 3 0015 w 020 0 33- �0�` -� 0 0.001 10 w n 30 D,V�� Sy' OOIU n -0.0008 S 0 2? 0008 E 8 °, \ ' 0.2 : n 0 0006 24 \ �* 0006 e c C- \� .` _ v1 -00005 1: E 21 4 C • 6 • ° ° �� i 0.0004 0 5 ° 19 2 0 r _ - - 0 0003 • e 0 4 6 0 IS 04• 5 > 00002 3 5 a o 12 4 0.5 ` 10 6 2 3 O6__ 0.0001 0 7 -0 COOOP 8 0 -7 2 09 - 000006 10 10- P 000005 .• -i --000004 08 -000003 10 c 0.6 4- ° 10 OS -OB 000002 0.4 0.6 u 2 0 0 3 05 > 000001 04 3 0.000008 0.2 -03 15 0.000006 4 - 0.000005 --0 000004 0.2 5 I8 Fig. 1. Nomograph for flow in round pipe--Manning's form.Ila e S 7 0f 9,E T- l-rOArA pu/?To_ - AS FoLLoLO S ' OT&- L, SITE , t�i r-T 15 ACAE: 435(av FTYPGIQ� Roo F ARCA = 79 �---a FT L "1 -7 T 2 �''f2 E- �,S�o F-r'/ASE L-�ti15C A r PT L 435l0o HT��(2E -,..• C11YOFT16ARD PLAN CHECK APPLICATION rsl7r0f"GARD PLAN CHECK N COMMLINITY DEVELOPMENT DEPARTMENT PERMIT H - 13125 S.W.H.e(INd_P.O.0uc 23"T.""rd.O.rgo..97M.(Sail G"A 7 75 —.-^ - ------ GATE ISSUED "1 308 ADDRESS: _ < _-- t� L.-.�• L TAX MAP/LOT L - z SUB: -- J - ----- --- LOT: LAND USE: VALUATION: _ OWNER J — SPECIAL NOTES NAME: REISSUE OF: - ADURESS: �.��_ 4.J coo r_ Fri T LAST REISSUE: — _ FLOOD PLAIN/ Z, .��'-=+t i—.i' "lt�� S SENSITIVE LAND: — APPROVALS REQUIRED OOMRACTOR PLANNING NAME: ENGINEERING ,- ADDRESS: FIRE DEPT-- - -_ "~ OTHER: --- PIME: _ _ -�_ ITEMS REQUIRED LIST/SUBCONTRACTORS: _ ARCIVENGINEER BUS TAX: NAME _ -' _ CALCULATIONS: -- ADDRESS: - — TRUSS DETAILS: y PARKING PLAN: —_ LANDSCAPE PLAN: _ — P110NE: --- OTHER: C Of iFNTS: tie ---- PERMIT N ACCT H DESCRIPTION AMOUNT AMOUNT PD. BAL. OUF 10-439. 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 1.0-431 01 Mechanical Permit Fees 1,1-230 01 State Qui ldiog Tax (5X) Building -- Plumbing f'.ech -- �- 10--433 00 Plans Check Fee Building --- -- --- ----- ----- - - Plumbing -- -`— Meeh 30-207 00 `ewer Conner-Lion 30-444 00 Sewer Inspection _ 51-448 00 Street System Dev Charge (SDC) 52--449 00 Parks System Jev Charge (POC) 31--45C 00 'Storm Drainage Syst Dev Chrg (SSUC) 10-21) 09 TRFD 10-270 OG Washington County Fire N1 (95X) 10-220 00 Amart/Wedgewood TOTAL --— ---- REC N ------ -- - - APPI ]CANT SIGNATURE Vecoived [3y: Date Received: C IRLOSBY & OVERTON , INC. 5420 N. LAGOON HEAVY DUTY CLEANING 1'.0. Box 106:. POR'T'LAND OREGON 97217 .024S 7th 283-1156 or 289-5749 24 HOUR SERVICE �rUT�I KENT, V11 , October 8, 1987 Handy Stop Foods P.O. Bax 418907 Kansas City, MO 64141 httn: Tom Ralmo RE: Hudson Stlrv!ce Station, i3702 S.W. Pacif !c Hl-,Y, , Tigard, OR Dear Mr. Ra 1 rno, Crosby a Overrun, Inc. (C 3 0) hac r:oN r.Gmpit rrrj 4.,1n rF•,•,oy.;l of the ? undergroun:; Sto -aae tarli.s :U,71, u03r1:10ieEd HU:):apli The job Went very smCOthiy and w.iS CT�plr-Ter+ :rn Septa,nFr- 30, t407. P1•10r to t-A ,�:v,]tinq, 26,000 q:. 1 !0rs cf grl! 01 :'1H ,ontaminatt;d Wafter Wu5 PuTPed from the tenk, and di.ape -ed C �t a i oc_ i ui l CrC;'.^! �r (herr i t 011 ) . The UST's were WasheC, vent ! ;ateo hn.Q 1. :.-LYC� ti7?iCrP ter: ,iq re:70'!{•!j from the ground. EaCh tank %;,iS bVl'o Ped %- t.1 d CC i t:n; torr 1. This procedure was supery i�Pt'f b, Mar1 r.2 C;►ert l:ii . iF,e junk tZnks were taken to a scrap meta' dealer. As I mentioned during our •tele;;!.c.ne ;:o�ar�ati P .n ')ctober I , ;°t?', rhe excavatio'i ons wpl-P a:<cept i ona 1 ;7 c i,"=n d.I th no v i 3;b i e hydrocaroorrs and no OC.or.. The U:)T,s were Irl VFr= gOC,71i ipn W, fr only ?Urfr1CC runt and certainly no visible ho1(-1. A sc., i SdTf)ie wily tdker. be1aw e_ch C the three tanks .ind cr,npoyit�-� i• to 0- r S - ��..Ple. 1:1is J�ip)e ',,as ,ana)yzed for total pFtl-oltu:n hydroCarCa at f;ortht;e;t Tp�t ,n , Laboratorip4 (gee enc-'nsu-r) . The excavat ion has no:: reen tac' f) i 1 an,-; It should also be noted thA t t o ;crp,;g th- Tank acea ti i l bcard- t..ne signs had to De removed;. The ;rt;-1_ f roto site. th;s dr-ma! i : i ur. re:;•2:n� on u! FA wwx IRA a C & 0 appreciates the opportunity +:o work w;th Handy Stop Foods on this and other projects. If you hegE any question dun't hesitate to call me at (503) 283-1150. 51 ncer•r I y, Wallace Hazardous Materials Technician, JTW;tdk RTHWEST TESTING ES :L ING L-��3��.i:.1��•1 .Il, '��'i�.�.�J"S 1ii�i`'Z.� 5405 N.Lagoon Avenue «ON.D[CTIIUCT.VL P.O. Hor i7t?5 I .,��ul«O cc11ln1c+TIcN COM/TIIUCTION INfr[CT 10N T,n •[f TING YAT[111AL6 1"01•9"ION CN[NICAL ANA�TfIf PoAlAnd,UreUon 9T217-0126 A■f AT1NC. V1•TfICAL T[/T1NO Phorm:(503)289-1776 October 2 , 1987 I Crosby and Overton 5420 N. Lagoon Avenue Portland, Oregon 97217 Attention: Mr. Jeff Wallace S i;r.al sie per`oumed on .,nF ( � ) c,'-�;= Subject : { r , �r P.C. '7uribc. . on 5/30/80 , per :c, Item: Soil Sample - 8 )A Reference: Handy StcP 70cds Job # : 74381` Analysis: Benzene, PD"n '0 . Toluene , PFT <0 . 1 xylene , pnm . . . . . . . . . . . . . . . . . . . . Oil and Grease , ppm . . . . . . . . . . . . . . . . 151 Total_ VOlclt iic HY'3rocar.bons . C �T <1 Total Perrcleur. Hydrocarbons t . p:n • 1 = 1 E ReEJeCulll' , mCS' GT r1`'=:A'I'(:'3T�^ fiJM'3`_d i10liileS r `}:QifllstrV Retort iv :mber: 30997, 5 R� ini0n na �� UI- 'I'IGARI) GCode Knforceffejrt Action Reyur %t Complainant: Address: Phone No. : �� —� Date Received:_?--1 i -- - Complaint : Bus Tax Upon sturage of Junk Noxious Veg. Noise Hazard __Temp Usr. _Sign Fill nj; (Sesitive Lands) Other Explanation: • l Tax Map. Tax Lot: _ Action _L A 141 r Code Off icer:�.�.��_ ..... __ ___-_------------ �, 1 ■[ Ise +�► ew ow r a • t f t f a a a a a a • r r • r r a a t t f f f t a r a • r a a r F A X T R A N S M I T TA_ L M E M O NO.OF DEPT: f-7/4 FAX N 22if- '9/? PAGES FROM JiJ1��Qr A_PHONE. �', 3 9 417 c0:%-cd Fax w:X84--.ZqZ feel-N' rand fax transmittal memo 7871 ti LA \ U U - _ 20 GA 55. SQJf-,,==R- SO_r>ER TO FS—%eET TfON FLA--%4WG � / OVF=Rf3.OW i - 1 m: - -- 20 GA Z.asr- r IT (,il'r 1< G—=a 5 t/2 4x5 U2' I + TAB SCI." 111111M ,n> . . �' �� rA. CEMM �°1mss'- 4 C11YOFTWARD S PLAN CIIECK APPLICATION «naF�w,.�� PLAN atECK It COMMUNITY DEVELOPMENT DEPARTMENT PERMIT 8 13t,S.W.WA8hsLP.0.00R2:'97,T.Q«.a.o. ,srzb.(w.�l STs _J DATE ISSUED _ J013 ADDRESS. / , �- S = ,y �ia _L��.e _ -i Ax MAP/LOT 2 - / - :�-S CO)U SUD: LOT: _ LAND USE: VALUATION: __ __ SPECIAL NOTES OWNER NAME: �\� T r� ——�— _--=_— REISSUE OF ADDRESS: - J Y7 _ i�� + �—� I-AST REISSUE: EL000 PLAIN/ L2 SENSITIVE LAND- ;9i APPROVALS REQUIRED CONTRACTOR PLANNING: _-- 1��11E. ENGINEERING: ,_� __ FIRE DEPT ADDRESS: _r -- OTHER: PHONE: — _ ITEMS RE UIREO LIST/SUBCONTRACTORS: ARCH/ENGINEER DUS TAX: — NAME: y_ - _ CALCULATIONS: ADDRESS: _ TRUSS DETAILS: PARKING PLAN. ----- -- I_ANOSCArE PLAN' PHONE: -- _ _�—___ -- -- OTHER: COMMENTS: PERMIT H ACCT N DESCRIPTION AMOUNT AMOUNT P0. DAL. DUE 10--432 00 Building Permit Fees 10-431. 00 Plumbing Permit Fees - 10--431 01 Mechanical. Permit Fees _ 10-230 01 State Building Tax (5X) Building — `Plumb ng Mech 10-433 00 Plans Check fee Building P i tomb i ng ----__--_ Mech 36 -707 00 Sewer Connection 30--444 00 Sewer Inspection 51-440 00 Street :system 0ev Charge (SOC) 57-449 00 Parks system Oev Charge (PDC) ,__-- 31-450 tN1 Storoi Drainage Syst Oev Clirg (SSOC) - 10-230 09 TRIAD - 10-230 06 Washington County Fire N1 (9SX) 10-220 00 Amart/Wedgewood _ 101 nl RLC 11 APPLICANT SIGNATURL Received By: _ Oate Received' cn/3587P/t8P 0?1 IR LOCATE OuTLETS ON GRID T(P. G UrJ J 1i �0 1 SALE9.REti'4 a1REA GF{ I t �T4 W/ I €c U 6 TOILET --crys cENTEI2 OVTL.ETS oV4 'COL.'bed 4 - l i I 4b9�*102" y�� .-----i3- } [or—ATE X.. OUTLETS KT Axa Xa XIL Ncynk.SlA6 ;ITS F p�ecT, Aio! s — — l StiLE9.RE'ti:aL AREA Gili�xvtJ7 Cty:rTE�s - ,j Utilmpz-%&� awr*T5 F�-R Etia —4:77� �J x C3 I , I � I +�4 i i p 1 54LE5,RE`v'aL I I ,,2 1 IT El I � 2 I I '�+� w w w �w w •� w w 1 8C3 �^ I } LOC-ATE Xz ou7 I ON 4-klD TYP �1 ` J 40 OFFICE TOILET, �o �✓ tt :� GEENTCR 0U-rLETS o ayCa +s '+�r Iw► w �■► RAN NOMS: V DEMISING WALL - 6" METAL STUDS • 14" O.G. TO UNDERSIDE OF ROOF DECK A50YE - 5/8" TYPE-'X' G.WB. EA SIDE , TYP. - MSULATE PER OSIER'S SPEC'NS. STJD WALL - 31/;" METAL STUDS • 24" O.C. W 5/8" G.W.B. EA SIDE - TYP. THROUGWoUT, UXO. L O3PLUMBING WALL - 6" METAL. STUDS w 24" O.C. W/ 5/6" �a.WB. EA. SIDE. 0 5/8" G.W.B. ON I',i" METAL FURR;NG W/ SEMI-RIGID, FACED IN'rL'L. BD. (R-65) - 31%" FURRING W/ FACE BATT INSUL. ('R-11) MAY BE SUBSTITUTED. oiENTRY DOOR - PROVIDE SIGN ON OR ADJACENT lTODOOR STATING 'TE115 DOOR TO REMAIN UNLOCKED DURING BUSINE55 HOURS' F PER U.B.C. SEC 3304. CD 60'' DIA^'E'TER HANDICAPPED riANEUVERING AREA n T.V. SHELVING -©"D. X ('CLR) X 5'-i0"H. (CLR.) - SEE DETAIL CTOILE' ROOM S+4EE7 vINY'L FLOORING Wi 6" RI.BEFR BASE F'L,457'C LAM. WAINSCOT TO 48'' AFF. BESIDE 4 15EH '\D TOILET, MIN. -�h� (00CoNDUiT FRcM GEIL-INb CAVITY- Jl'IDE Ty SH ELVII�IG ` AL-L.. E X-T IAA CID, i �H SCHEDULE 3 +77 �` M. , 1 '+•, e � w rr. lri► �4,. ., ._ ._w; GENERAi Es: I, OCCUF', WALL - b" METAL_ STUDS • 24" O.C. TO UNDERSIDE OF ROOF DECK ABOVE CONSTF PE-'X' G.WB. EA. SIDE , Ty?*- - INSULATE PER OWNER'S SPEC'Ng. 2 PROVIE; L METAL STUDS 0 24" O.C. W 5/8" GIU.B. EA. SIDE - Tyr' THpOUGPOUT, UN-0. THROW- WALL - 6 MF-TAL STUDS * 2a" OL. 111/ 5/8" G.WB. EA SIDE. 3 2X4 SI,:° C>N I1%" METAL FURRING W/ SEMI-P.IGID, FACED INSU!.. BD. (R-b•5) - 3V2FURRING W/ FACED 4. AP'BRE' ,_. (R-11) MAY E3E SUpSTITUTED. OOR F ROVIDF ©SIGN ON OR ADJACENT R STATING 'TH15 DOOR TO REMAIN UNLOCKED DURING %5INE55 YOURS' ,. SEC 3304. 5. HANDIC ''ETER HANDICAPPED MANEUVERING AREA a. PFU Ari VING - 2'-0"D. X 8'-21-i"W (CLP-) ! 5'-1G�"H. (CLR.; - SEE DETAIL t 3-- 40 :A0 Oot-1 FIN15N - SHEET VINYL FLOOR' 4G W% b" F�'UBEER E?ASE PL`>ST'C b. SINK Ir:ScoT 70 40'' ASF. E3E51DE 4 BEH T,D TOILET, M N. =RC IT �RoM GEILINd GA.VITY-- WSI DE TV SHELVN&- W/kLL.. I �/ il� 711 !� I� � � !! i � 11♦ � ROOM FINISH SCHEDULE w/ 00f) z _1 Ily- 1�5 a a lol U' .K-�1T1` � • • • • fF 1- -- — 9c -� IV� AIS , • • ark C • -- --___. ._ - Io� O��1G� O -- • -- IJ — — _ _ — - - --- ----. DOOR SCHEDULE T�.' f?�'�/- ��-rIL, F1fJ• ��` F'1�111-. "I�. r �;t' G�'Y -� - - rAc T. 2 q n � — h II • • • VIA ROOM FINISH SCHEDULE- 0 0 -1 rrr r 1110, ACT Di OUR SCHEDULE Hot IL G.Ym IMa�.c. •f /y/ %P QCAWAWM/.% //M 405 404 403 402 401 200 o a � M I ps 4 0 I3 0 ; _ L� 12.3 n (/) U2.79 11279 II .7 I r.rr•42'f0"[. 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