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13500 SW PACIFIC HIGHWAY-21 ri cal . ,� �tl l�trvir txttl�l eta el elzLric service entry, including terminal can, rain disconnect, and _.^_------ Applicable parts of specifications for Site Werk dated 16 Jul '87 and for Food Wised gutter, with connections to 1 meter bases and in(lividual di sconnects. - OPEN& TO LINO. Carmectl.urr dated 23 OCL. 'A7 apply to ltr-ttse Ilui ld t tri; Work. UP NV/ FACE Include costs to provide the following: FxLend cottrhrit up wall and Into building above ceiling line. Conduit to continue 15d '5dr10OF I I � OF QA1.-L itmFide building, &tN)ue veiling line to panel at each tenant space. IlATGH Wj E UI1'MEh1'( �f�4�E 12 Entrance doors: 3'-0" x 7'-O" with medium stile painted �Ai�LALK -- ,�` -- `31'� LAn�Ef? Q Pa Fht-ivide i 1'L ) 2ik) A*4) panels for tenant alirices, and I house panel \V/4/4 4P RUNO6 (2) ZM P� C+) C:JR fL Ti>ir3��m-" alines: Provide starxia�d hardware furnished by manufacturer: Matchitlg IMNLallation of panels for tenant k�ces to 're with tenant in roArements. / IZ,1 a-c'. MTL FL•iSNINC� ri/ �- TAPE:U A> iZE�:?,v cylinder locks hbars & lls each side cl.osuros & to & bottom pivots. p° I 'n w CONT. CLEA-r . Y P� Pu P f ` ftU1JG 12 GOUNT'f3}R FLA�M'C�{-� Weatherstrip exterior doors and provide thresholds „ GOUal1 t tY- / ABOvE I`t.OUR Dnw N -f'n- I I EQLJ I P 5A5e P P ' is ett•ic: service inrstallatlon to bl_ canplete for operar.ion aril connection of tenant IrLA`aHIN(i �, P;rrrrtbi iwotivt�nts as m)ted, and shall include, but not t� 1 united to: ___ - ` _ . _ - .A1v-r �T R 11* - �')0 F I NO u P \ ('x�ttttect i on of f r�orrt carkr. lights UNDER ri n ; t I I '� �y 2t' f=.f3•I G►t t^.OiJT.rJ001*1 WG _ � aiij})Fited plumbing service in L-uilding shall roughed Ln for tenant i-mprovemnts py gh (fixtures provided by canopy supplier) , arxl exte-t l.or - VENT I 1 Itis nrcx�rtits+d on rear wall . FL•AbHIN(.I - - 1 A AeT,AN,WOR UI' TO GURIb TOP L,:i as indicated on drawings. ('rxtyrl�• with requirements of the Oregon Slate Pl umbir� gTol �Y�I I Specialty Code Statutes arca Al. dnrir7lstrarive Rules. Prr�vio}f� aril ec�rwtect 6 W.P. duplex outlets at 40' o.c. on inside Eaee of parapet GA t4T `5frZIP - !u MID. PT \// I -LE-An (-Ar OrL it _ r�tJ1G. A.) Fire Protection: ahrwe front cmw)py. ROOFING, \ II > �/�' LAC. I I 9tUI�M GOL.L.A,R I i `� .�f I w/I,96A.9 Ir'c�I `, I t C G►'fit , Imo- 9f2A\V(SAND Q w 1►rnl-s-}i_a_TT-TaGor and material and perfo' m such other services including alarm ContiftngLe with, to pr wide and connect electric. services Lor air conditioning LoN�Ei� f,It,�� - inarallation necessary and reasonably irk_ •Iental to the design aryl installation of tcrtlts and controls, fire sprtrikler alarm, irrigation controller, sign toker for r� mom - "Ir � 'll I .7 . ~ - a ccwpiete auCowl.ic spririlder system for all areas (above & belcui ceilings) indicated center, and site lightirig. �' , ! -`" _ 'Iq I Uzv o qc by governing agency. --- NN Zx� HUS I� ,� - - FLAWGE rD I�:A ENU. _ o ` .o on lw. Drawings arx} as requi r�yi the overni a erx i, - ;1 ` .�. SLEEVE PWR DLGKINCa- �- I I Al I work in accordance with, and shat 1 be accepted by rhe State of Oregon Fire t --- {/21 UY0 W, ; I Sl'1..41 F I � OPEN '• I Mwrsi,ol and the local Fire Marshal , and designed to c(tr)l y with the latest issue of � � TO 110pF G,,� � 1 AT i, i'i PA f'snrh i e t 13. (,2 2 to 2 r ti Q 1:. 1 C., r".w r�r--: - V Civ C- 1 af�+�.1 .C.1.J►r:t w� �. �+U 2110 r �`1 l`� e�+r�� + NHtural Car,: 2 a_, F A Pd >, —� 7- I I ROOF F12AMI N6\ O•L •ve:�.n To.�. located at rear wall. of building in accordr-ince with requirerrlents of o L- 20(0 HEAUERCOreN,G FQ'ok fI . Tc.,, FIT servir ut11 i-t y wi' =IMP L_b Lip rV E.A. END. : OPE.*,I1JG+ I1lc1Ude costs to extend gas Lines from meters Le, roof mounted AC units. ; —r Air CoMitioni r1l "'VROOF I. { �':,, -� �..1 1 !�� F.TRATI �N � � � � U��G F200f M 1 Q L-�1 i;"M7.� tan hunted Air Ccxxlitioning Wits with supply and exhaust into plenum 5/41r = �'-4'I t_:. /ate ' !I"OII 1 Ver. 1t00 .M.— below roof. srmathirrg. Th-ovide thermast:et and cont--rels for complete operation when Lr,nant improverrxents are made. Addl.tivttal dtrctw vrk diffusers and grills to be prrovidw with Tenant Improvements. ►`i i 2 1 5 ' t� 7 , 8 ! i2 235+ Irl I p + !1 r II 1� II I II I 1 t II + _._._._ _��4►_ ' x,a I'S- � 20- U > 20 0 2C7- C) 20 (D 20 0 20 0 20 0 20 0 2O C� 2C7- 3 5 t-V t1 i I r I. 'R �j I�! 4EL pl401`4E i= I rl I U IIS n i II I 8-0 '8+ " + ►' ,ou �.I.. _. __. _--- Q -4 L A _ /� 12 4 app I L Q��. ^ I v !,. -. ...�.-.. _.O....__.._ I I .... 12_-,_ L's ., ............�'. - ✓1 1� L F r ELEC.TtZICAL. T-- CiA i (• _ � � ::'�'.._,_.... El.E-c... SVS•,, ,\ L TOILET Rtc`)M Ilv/ -�, I lr 1__.� i - ? H.M. DoU �: YP BC . AGH j O ; ` I;, (BIRAEt, 13AR5 , H.C. _ I �� d 'PFAMF W/ 11/2 `,alUEtlr:.'F ?xto =� t� Uj Ar-CE)BOIRIE5 PER. ''�- � �i \� II SR MUTTS EXIT ICa Cr.(, Lip ' I i lit, ! CODE REQMTS. _._. _. _._ _ ' M TO R JF 5Hcc Y w a F - T'r11�'. ;� C4. -►.M �.' I f. �►, EXH FAN f vv, '11/2 rR &TTS `, . < I I , SwITr�HED �t/ LIEN' - --.'� .� C'Ri'fACY _ ��. STEkI}-'pIN� NO*"R 'RAi�tt. v) 12 ..._._ .. 57Ai�'-)�.:-;0 F,-6,, I I t Bl'TT'S �.,��k'SET 0. cc I ( I E 6 r-ELEG. OUTLE.7t I Ip' �• tl �I r ' i rr• �,,/ C ► i CDM 'LE?'C' _XIsTI� qO i:l I t PL t! U . I-{V A C. 1 c' AC::JRt�Nt,.L Y�f/ L7 t,C r CODE: /{_ LEASE O 1 I ! ALPHA r PERFE �T. I DRY CLE NES I' L4aK /'/tQ/�i LLI JAI + REQ �. APPROVED FOR CONST+'?UCTIO �- •�. . ri I I 1 200 5.F 1/500 5.1= t I CITY OF T{GARD rNi '' Q. 1 NEW TUI) WALL --__-__.__._ .NEIN YP �D �---- - EXIT ' S U W I TN 1)'T N SITE ADDRESS G�{. _ :�c� � ,�!�� '� IL tx - - - 13 r-C TI TLE Uj f� l 5 Ca L_=_, I w/ RESE S�EQ _ i.C.5.I.Y PIZZA r 2.X4 Li�HTS f . _ ( L +, OI le148 D. RUSt FLoc�R FLEv' �7 ' FLOOR, _ELEV (, 513_ Pt:R LF l `I , _ZY2r� 4 R c T5. comm. WASHINGTON C N Ui; It ! , IOSSF ! I - I ' Al) TAI..A V £35-31 P BUREAU W � . Flrk DISTRICT N • 1 I f-RN r1 - E 5 IN-• FIRE P►'EVENTiON i ,'3SC� b,F. I,�ON?� 649 8577, Q S EXAMINED r � wAl_t�5 INTERIcala FI��lSN 1'' �� cn j 1/2" yYP 50 EAI. u I � � ,wED ❑ RovED v) � _ oG j I - � F I..T ,rc E cz E3Y , t.LY p w x SDE x 7T'(1 T' r, ( 15r 'NAFr)UIRE� ❑ Q Q V Z T j _ E. �r1NT ' AP I;IR C.. W/ ED Z L EC t IONS R Q Q 5oUND IN5U1 n r { IN TENAN-T , r. R Tt� - CL ,j �( 1 ,ISN FRAMING OMpLETED ad •,: q Q (NDIC.ATE. , �r x IZ IMir'RC7VEh1EhJ T5). Ul/T C' c,.�4/ i BUiI.L7:NG OMPLETION Z I I ---_ r __ __,_ tJ Ci i A N T ":i�1 G � _. ._,_-...__.. _.._ S-� �:•T- i 2' � w Y cI3 ,- ON Iv �- � ;� -I 1�E'.f"ISI. qAtt,_4r,� �-;'�T0W-F} 007 I'� �--r;T LC?C,A`i"I""3�j i5LAGE. _ _.� r �Mi W a w F- v� O I w/ T,_. NANI5, � � rr � _ I % ! d z o Cr u.1 I i I l ,fq,11 r'L.CS L.AS'-., i!`�i J �c7X \ ►� p U F'OP, SIS N,_ CL - � E a Ot, Fa:E-T ALS M V Got TYI" - w4 L�? in 4 z i I F KAM Fs 17�, r � Q cc 14.1.._�..� fes` �. t� D, _ _ D 5- l __- ..._. Q J cc 4 E X �. L A'_j ¢ H.E+� j _ ( �J `� ED F WNI+ I CONC- 'AI. w xca ' � �F A y� � � m C7;U T A I'p W 1 .4 x vi i 4 w vV F t'g P. , I u, T r I;I D I -n... I i -D .s. t u+: C�. b l-l'')G I f,J M ► CoL,4 ,4 op c a i �, ( , :aw:. •a�_'..+,y._.-. .:.. _-.._... ..J�_. _ -.,...:,... ...,m:_ +�_.. .....tr..w.0-f. <.✓_sssu. ru-na.�:_:.:..i,ws r:_'...- -_ ,.; - a:.:Ftp.. _......_. .. - L t a\.,I I` m J, I �� I I ///�� \` .ax .#w•► i _ _.� - '� .+... __ .. .+ur_ ... _ -.. i_ _. __. 1.__-.�.._. J..-..... t.-. _.._........ ._--..._. ......alb _ .__..._..:..a' _..__.�:1._. _....__.. ... ..__-._._. .. _.... .. � ...,... 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'eKi°4#°:'!!S^M'� ;: - - .,,5alyuegppe;�".tt11ro'. � "M -.. , _,_ ..,_ u��aMwre * r inn•,,, IF THIS DOCUMENT IS DESS III ' IN ' I ' IIII +I + �+fl Ilrll tltltl+ ll I lilllll +IIIIIII IIIIIII III�I I IIIIIII � IIIIII�IIIIIII 111i1 rITn IIIIIII IIIIIII III� I IIIIIII III 111 1] 1111•Illllll ill ; 111 III 1'1 ` I ! I1 I I ii I :i , LEGIBLE THAN THIS NOTATION, I ( I I I I I ! 1 WTOBER ��7 ��3 �__-______�___ ___1 _____._� __._�_._ _ g � � 11�__ IT IS DUE TO THE QUALITY OI No 9e CQ fr`^_r' THE ORIGINAL DOCUMENT. - _ -- - ---- - -- - -TIl --- — - -- " (�IT1111111n,11111L Z 8L 19b� T t �9F11Lll it llilllil IIIIIIIIIIIIIIIIIII IIII�IIIII(III�IIIIIIIII�illllllll�lill 111111111 IIIIIIIIIIIIIIIIII111111 IIII�11,111 IIIIIIIiIIIIIII!!I!!I►�!!IT111 II Ililllllllllllllll IIIIi!!!! IIiLLiIII IIIIiIIljlllll 1{►IIIlIIIIIIIIIIill�llf jREU ILLUMINATED "FIRESTONE" " RED ILLUMINATED "FIRESSTONE" - SIGN 36" "F" & 24" I_pW R CRSE RED ILLUMINATED MRSTERCARE CAR SERVICE SIGN SIGN 36" "F` A 24" (.OWER i LETTERS W/ 24'-0" SPREAD 24" A 20" MASTERCARE 24" ♦ 16" CAR SERVICE / - 040 A:.UM COPING WITH 3'2'-O" SPREAD. COLOR _ BRONZE CASE LETTERS W/21 ' 0" SPREAD a 9.)(1p9wD(v(9 OgDAR S 1y Ns 9- UsTom Ts '>�� 3t So it - '' o _ - -----SPL I T F RrE --------- �� _— ,a X CONCRETE BLOLK O.S. - - _ (BEIGE---BROWN) ---ALUM. STORE FRONT COLOR BRON:E �. _ _-�-- _ -�-- J.— ----_ N - - INSULATED OVERHEAD DOORS INSULATED H.M. - , 1" N SOLEX ^NSULATED- -- INSULATED H.M. DOOR & FRAME DOOR b FRAME SAFETY ALR3� WEST ELE 'VAT' ION SOUTH ELEVATION__ t=XHIBIT "8" NOTES SCALE : 1/8" = 1 '-0" SCALE : 1/3" = 1 -0" A. GUIDE PLANS AND SPECIFICATIONS _ - iLANpLOkD 5FUiLL PPCPA►2E COMPLETE iJARK:N:: DRAWINGS AND SPECIFICRTION� €OR A BUILDING USING THE GRRWIPIGS AS SHOWN ON THIS 3;iFEET AS THE FLOOR 1 J,_-O N SITE PL7NS, AND JOB NO.7543 , SHEETS P,-1 T?MUCH 1-18, AND LATEST REVISED MECHANICAL, ELECTRI!'.Al , AND ARCHITECTURAL AND SIGN DETAIL SHEETS, AND LATEST REVISED 3TRNDARQ CPECIFICATIONS AS A QU'.GE TC CON- STRUCTION DETAILS, NE:IGHTS, FIRESTONE REWIREMENTS, ETC. LANDLORD SHALL SUBMIT PRELIMINARY SITE AND FLOOR PLANS AND ELEVATIONS FOR STEEL SIGN FRAME (BLACK) -- _._ _ REVIEW AND APPROVAL. AT WHICH TIKE FIRESTONE WILL FURNISH UETAI"D '- - =--=---- --=--T--` LAYOUTS SHOWING E0.11PHENT AND DISPLAY REQUIRFKNTS FOR INCOPP II ION INTO THE FINAL WOWING DRAWINGS. GUIDE PLANS ARE NOT TO K USED FOR CONSTRUCTION. � vDISCREPANCIES OCCUR QUIDSET ANLATEST PRNAFLEX SIGN FRCS (RED BACKGROUND STANDARD UETAILS, 1�AT£8T STRNDR) DETAILS WILL TAKE PRECEDENCE, Rs E tt/ � @ 00 � W/ WHITE LETTERS) Q AS ALL BUILDING CODES AND GOVERNMENTAI REGULATIONS F441CH MAY APPLY. B. DEVIATIONS FROM GUIDE PLANS JOB NO. 7543 PLASTIC S:GN FACE (WHITE BACKGROUND - - H A S T E R C A R E CAR SERVICE , ! .-GENERAL PLANS AND AREA DEVIATIONS SH'JMNI ON T64S SWET. W/ BLACK LETTER'S) ' -� 2. OPPOSITE HAND FLOOR PLAN i � 3. VESTIBULE ENTRY OMITTED APPROVED FOR COP,!:TRUCTION SPLIT FACE CONCRETE BLOCK -- CITY OF TIS/ARID (BEIGE-BROWN) T Q 4. CEDAR FASCIA IN LIEU OF STUCCO FASCIA PERMIT P'O.e,o 8wg1a,`*��-6 ITE ADDRESSl33 O -:*0 hr -inn �.,_ I r 5. SPLIT FACE CONC. BLOCK IN LIEU OF FACE BR1CS.. PE - I FINISH GRADE - - 6. RE-CONFIGURED CUSTOMER HAITING RREP. GINTITLE_A r4ANNf2.:- DA TE�:4' ' -- 7. RTTRI;}iED STORE PLANNING LAYOUT SH' ETS b-0 S R-48 3IIRLL BE _.._._..s.... _ AN INTEGRAL PAR'! OF THE GUIDE DRAWINGS AND EXHIBIT "8" 1 I -- MONUMENT FRONT ELEVATION C. HEAT AND RIR CgN01TION_ING pill CUSTOMER WAITING) ROOM AND TOILET '►REAS TO HRVE A COMPLETE SUMMER/MINTER AIR-CONDITIONING SYSTEM TO �'£rIT TO 70' F. AND COOL TO 80' 0.8. ANu NO SCALE 67' W.B. AT 51X R.H. SYSTEM SHALL BE R COMBINATION HEA7INWCOOL,ING ROOF TOP UNIT OR SPLIT SYSTEM WITH BLOWER PACKAGE RNO SEPARATE AIR COOLED CONDENSING UNIT. SYSTEM SWILL BE COMPLETE IN ALL RESPECTS WITH ADEQUATE AIR DISTRIBUT?ON AND CONTROLS. / BUILDING TO HAVE GAS FIRED ',NFRR-REIT RADIANT TUBE WATERS TO REPT > % SERVIF.CE DIEEPARTMENTRTO 6TOF54 SUSPENDED TYPE GAS FIRED UNIT HE'FtTFR T E-N A N T SPACE - ~ / s' FINAL TEMPERATURE NOTED 'SHALL BE MAINTAINED AT THE EXTREME O, TS.I DE .�� _ �� ''�; DESIGN CONDITIONS AS RECOMMENDED BYR.S.H.R.A,E. u L,.--FURNISHING AND :NSTALLAT I ON OF RLL ITEMS + N �ti,Y \� \ \ \ udl �� s �� GUIDE PLANS AND SPECIFICATIONS REFER TO OWNER (MEAK' NO FIRE' TQNE) AS i i /� \ C I \� FURNISHING CERTAIN ITEMS. IN THIS CA5L. THE: LANDLOi1'I: I3H'�Ll. lARN I SH R,D INSTALL ALL ITHMSA WITHOUT LIMITING' T q i ALT � r Y , THEA GF FiERAL I T Y 1�F THE F()I'E'30I NG T... I.ANnI !)Rn ANA r ir.P, i N!SH yr •n._ a. ✓r:mss c., r11+�ar / ,- �, J ,� tC v / IG�HT FIXTURES WITH' (_AMPS, VENTILATORS, FINISH HARONAR'=, .4:1A 11`49 AND l;t X17 6 "SL 301-01, _ ,' — �I AIR CONDITIONING, CONCOURSE LIGHTING, HYDRAM.IC OIL. FOR HO:"STI, p c. , r[. ey OIL FOR COMPRESSORS, ALL PIPING AND F I TT I NQS TO INSURE A COWLETE JOB, INCLUDING LANDSCRPING AND PLANTING, ETC. THE ONLY EXCEPTIONS ARE LISTED IN THE FOLLOWING SCHEDULES ITEMS FURNISHED BY FIRESTONE, INSTALL_E_D BY / 22'-8" —_-_—_-- _---127'-4" BUILDING — - -__ 10' i� \ A, j� A. (2) -7 1/2 H.P. AIR COMPRESSORS LANDLORD I Q -- y B. ( 7 ) SINGLE POST AUTO HOIST IN-COMMON FIREWA. �_ j SIGN ANN ` 3 ) IN POST A T PC ST LANDLORD ►- /� �• �LETTEPS /s Al -1 C. CEYL I ND AIR AND L I H EEL LAF'IJLORO �� // /� /_,i6 / / i / /,/'�� / ' / / Yi7�TH 21 1-0 " ,, `� V cr D. ( 2 ) REFRIGERATED DRINKING FOUNTAINS LANDLORD s L�1 `L�S�.1 LZA1�.�,._ 1�..L.1 �/C CROSSOVER S/C r E. FLOOR SAFE IN CUSTOMER WAITING LANDLORD CL -- -- rte--- --•------ A FIRESTONE �. F. TIRE CHANGERS LANDLORD I v' Ln PARKING EASEMENT PARKING g G. SALES ROOM COUNTER UNIT FIRESTONE a USED INVENTORYJ Ti1 ' �� AREA V rH. RLL FIRESTONE SIGNS AND SIGN BRACK.E;S FIRESTONCL.L. 5200' CUSTOMERcr '- tic 1 . VANITY SHE=LF FOR CUSTOMER TOILET LPNOLORD 3 WAITIRREPNG �/ Qom` `\ 'ELECTRICAL SERVICE TO ALL SIGNS, SIGN SUPPOFT ARRANGEK.ENTS ON BUILDING, 3 T14VENTORY I S1 -� \, FOUNDATIONS FOR FREE STANDING SIGNS, HND/OR FOUNDATION AND PEDESTAL_ FOR •'a PROPOSED ill it, MONUMENT SIGN SHALL BE FURNISHED AND INS7ALLEO BY TIS: LAMLORD. TENANT SITE WILL FURNISH ANCHOR BOLTS AND LEVELING ?L.PITES TO BE INSTALLED BY LANDLORD WITH THE FREE STANDING SIGN FOUNDATIONS. ° 1 z4 ' IJP L a K 24._ -'---- > M E. UTILITIE_S SERVICE CONCRETE - - THE LANDLORD SHALL PROVIDE ALL UTILITIES iGAS OR FUEL OIL, WATER, SIDEWALK / -� ELECTRIC., SEWER AND TELEPHONE) TO AND IN THE BUILDING FOR THE - cn � �i \ INSTALLATION AND OPERATION OF ALL PLUMBING, FEATING AND RIP CENDI N 9'-4" X 14'-0 I �H .\ j \ LOCATION MTICSNINt) AND TENANT'S EGUIPMENT. THE LANDLORD SHALL MAKE PRaVIS.ANS CONC. DUMPSTER I � FOR THE INSTALLATION OF A MINIMUM OF THREE (3) TELEPHONE TRUNK S/C �yz PAD W/ 6'-0" _- H.C. \ LINES. IN THE EVENT THAT THE t RNULORO CANNOT PROVIDE THE: ABOVE ENTRY/EXIT ? '4JW HIGH MASONRY - - PRMP - - - UTILITIES, THE LANDLORD SHALL. AT HIS E;�PENSF, PROVIDE ALTERNATES DRIVE inc�i SCREEN HALLS '� T-_) TO BE APPROVED BY FIRESTONE. NO SCALE ____ -__. --_ _ -_..___ � ____._._x�---:. - --- - / F. G)ElVERA1. NOTES I�w - L.l_. 127. �3' 3i�'r l� " EN pwL.� �•-' 10' CONC.. F'RD S/C -� CUSTOMER HAITING COUNTER SHALL BE FURNISHED AND INSTRIA.ED BY FIRESTONE, -__ --� -q - r. �. � .-� � �� S/C CROSSOVER PARKING CU5TCPIER hiA1'ING ROOM DISPLAY r'ANELS SHATL BE FURNISHED RND IigSTRLI_ED BY qq Ip�g " 05 PARKING ESTONEEASEMENTAREAr'.RESTONE,,Film LOMIER CA�ET7ER9 1 c 14MI 24'-,0 91 READ. N SI �a Ca LRNOLORC+ SHALL INSTALL. TELEPHONE OUTLETS IN THE CUSTOMER WAITLiQ AND SERVICE RRE'A AS WELL AS ELECTRICAL OUTLETS IN ALL AREAS ANDAIR ---GANG. CUtZtii �� 1 -� �` OUTLETS IN SERVICE AREA. I a 9' �� GUrt�'t��. (,TYp` �,--HS'PHRL'T PFIVING� v �-�� 9 , SHALL Yp .(Q \ \ EQUIPMENT LAYOUT CRAWINGS SHALL_ BE: FURNISHED BY FIRESTONE S WING III 4 I 22,_0„ I LOCATION OF ALL ITEMS TO BE INSTALLED BY LANDLORD AND FIRESTONE.. �TYPICA:. ; \ \\ LIQHTS IN CUSTOMER WRITING AREA SHALL HAVE A MINIMUM INTENSITY OF _ I �_______ _._..._�____ ____�.___________!�_- __ �_____ _�_ _- _.-1__._.._._ .._...___� _ _..-____ �___ ____ _ _.__L___�__-_�.__. ___�____ _.___�� 75 FOOT CANDLES 8 36ABOVE FLOOR. LIGHTS SHALL BE FLUORESCENT = , -_ -_- -�-� X 4'. 4 - LAMP 40 WATT R.S. RE_CESSED TROFFERS WITH; ENERGY EFFICIENT BALLASTS 1 LAMPS. SIGN 0 m GREEN AREA '� o �.! MONUMENT HIGH GN r c r -� LIGHTS IN SEIIVICE AREA SHALL HAVE R MINIMUM INTEVSiTY OF 0 FO T CANDLES _ 9 36" ABOVE ' LOOR. LIGHTS SHALL. BE 8 ', c^ - LAMP 00,JMR I NO(ISTR I:1L FLUORESCENT FIXTURES WITH ENERGY EFFICIENT BALLAST3 A LAMPS t ONE PIECE PORCELAIN ENAMEL STEEL !0 PERCENT UPWARD COMPONENT REFLECTOR. i LIGHTS IN INVENTORY AREA SHALL HAVE A MINIMUM INTENSITY (* 30 For 1 CANDLES 3 36" ABOVE FLOOR, LIQHTS SHA'LL aE P.', I -- LAMP -42-MR s SLIMLINE FLUORESCENT FIXTURE WITH ENERGY EFFICIENT BALLRSTS � � - AND LAMPS. _ fjp" IL INATED T " FEE CAR SERVICE', SIGN 24 t.�/� IRw� 2�,t 16 CAR SERV..CF. `� ` T y1r 1 WITH 3.1-0 S i JA E PL f�N � +- --Y- -=_'--.i= - ---.-._ -___- _ _ _ R E V I 0 I 0 N $ — PROPERTY NO - REV. BY DATE BEV. BY DATE REV. 8Y DATE REV. BY DATE REV. BY DATE SCALE : 1 ,� _ 20 '-0" - 1 ._ 3-. — 5- -_- 7 ---- - REV._. -_--- - _--- - - THIS DRAWINU 1S THE -- __ _ _- - --__-__. -_ __-- ____ _ 1516 ---"- -- --" _-_- - - - SAVE. PROPERTY OF THE REAL_ 2 4 6 9 10 NAME ESTATE DEPARTMENT. THTS ,_. _.-. ___- — " PACIFIC H I iHI��RY EX8074" DRAWING IS LOI EDON THE - --SEAL -_- SYMBOL __ LEGEW IPTION TIE FIRESTONE TIRE A RLR C0�"I�i'%NV EXPRESI IS NOT TO BE USED IN ANY REAL ESTATE DEPT. AKRON, 3HIC 'FAY DELETERIOUS TO THE IhF- /A--A SECTION A-A TERE?`TS OF THE F I RE9TONE I A•1 SHEET NO. A-8 PROPOS S STORE BU I LD I NG AREAS `]PARKING SPACE _ TIRE RUBBER CONPRN I ED FIRESTONE THE ACCEPTANCE OF THIS I T I CARD , OR '- -'- - - - DRAT I rA W I' 1. i9E COr b TRUED IDETAIL NO. I CUST. WAITING AREA . . . . . . . . . . . . . . 819 SG. FT. AS AN RCCEPTAN('c OF THE If A-7 SHEET NO. R 7 PACIFIC HIGHWAY/ PARK SERVICE BAYS. . . . . . 10 SERVICE 3722 50. FT. • . • • • • • • • • • • FOREGOING CON,;IITION AND . . . . . . . . . . . . . INVENTORY . . . . . . . . . . . . . . . . . . . . . . . 1766 SO. FT. [PAVED AREA. . . . . . . . . . . . . . . . . .. . 17 AS ADMISSIPM OF THE EX- l % ADRAIIN BY JPD DATE: ) /20/ 88 { -----� TOILETS, ETC. 155 SG. FT. - CLUSIVE C:,NERSHIP IN AND l REVISION DESIGNATION J013 Mo., USED INVEN'TORY . . . . . . . . . . . . . . . . . . . 240 SG. FT. TOTAL. . . . . . . . . . . . . . . . . . . . . . 2i IJ I I_.C. DATE. 1 /ZO/ SA I TO 11� 17rtAfiIND BY THE NF_Al .. CHECKED BY •:_. .--- t:_';5014) iaW) PAC'I F 1 C; Ii J CiNWf�Y _ --_ __ _____. - _ 'n7 fll . . . . . . . . . . . . . . . . . . . . . . . . . F 02 SQ. FT. RE,i ESTATE LEPARfMET1T. ~ —_--r _- - -- - ) SHF:L I.. fJNI_Y (�'I I RFD 1/500 S©.F'i . GROSS RRER -' � APPA:"CD 8Y�,�.)T`t i r,ta DATE i /d�/ d4r 6702/530 - 14 REQUIRED cLr r I y EXHIBIT B „ I SHEET A— +� IF THIS DOCUMENT IS LES Ill III' ill 1 1 1iT TIl II , Jill III III III i I ill III I�I 111 111 T I 1 1 I I I I I I I l � I I I I I771'7i-!7XTOBER 26 19LEGIBLE THAN THIS NOTATION - G 0 1 IT IS DUE IU THE QUALITY OF' No se _._ THE ORIGINAL DOCU!'4ENT. r __ __-_- -__._ _-- _ _--- __.-- ._._-- __- -- _- ____.- _ - - --�- LI >L 8 Z I H Z I LW S Z I Z 6 Z £�- Z ijjZ 14 Z I 6 C 811 L T E�T 1I9 l iblt E;T 1141i lI 8 -g I� Tr NL 7 I Il�ir��e lll11111 il1llll1lII.11!!.filifflll I;;iiiiiil►1llfili,liililiillllii1�11',iillllillll�llll�ll1111111�111i11ll11111hliillNli s rl r .�f LrI r 3 s s u H H d n M -...�q#MMWbMY.CdNNYM'.vM9Y ��. R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORBETT,BUITL 201 1'Lo TLANO,0/1FG+L]N Ei7.01 ('1031 2i23 C�5�13 7`/�R��J Job Job No L�_�.�-- ----- , Sheet No. Client _ --- Oats BY- v Fox LICENSEO P.E. I ARIZONA. CALIFORNIA COLORADO F IDAHO ORFOON L TEXAS WASFIINGTON - ` top e ,�-� t:5, 'r p _ 49 B IK z Pcw 4- 4-34- H A Z-11 S ,17 It :�G I1 X 1-G11 u G ,r ©/10. �► 'AANN & ASSOC. ....,. .,. .. ,.:e.a,..a.wwn♦w..:+:ansa::.wurw.::..-.uN.w.....,,..........«...,.... .Y, ..,.. .. .>. ... ,.a§..4:Y9"i"i.., 1 ....�.- _-. � .. ..�....rw.+✓w+�'�.+,�'....�w.....wwr. ..... ....u.w.....ww.w�rw.w•Wu,.'.AM+a.,i,. BUILDING PERMIT APPLICATION DATE_ _ _=� ts_—__-_ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT F ORK HEREIN INDICATED BUILDER PHONF. OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER "" "' a �`O"`_„JOB ADDRESS 135uo 1'tticii:ic 1.4wy. LOT NO. ARCtAITFCT Ife!'trI_? son Fir`. ENGINEER BUILDER ADDRESS _DE_SI'N_ ER STRUCTURE NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR D RENEWA ❑ FIRE DAMAGE CI DEMOLITIO14 Ci NFSIDENCE ❑ COMM I-1 EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB f 7 FENCE OCCUPANCY LAND USE ZONE __ _BLDG.TYPE FIRE ZONE PLAN CHECK BY ._ HEAT -- DOPOsit Approx.200,000 c>IJ.yd of, fr.l.l. c,c► ._�t.c. uu3i cc)n”:rjl ft-rt— f7-00 (A dirt and tlet�r. SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE 1 _BUILDING DEPARTMENT SET BACKS FRONT RE'.R LEFT SIDE RIGHT SIDE Permit _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check _ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES, THE ISGUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total _ _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REOUIPED FOR SEWER,PLUMBING AND HEATING. State tax SDC— Total PDC# APPLICANT OR AGENT By • Receipt No. _ Approved ADDRESS PHONE I 1 �r 0/h er Inspection R Related Tuts Carlson Testing, Inc. �c,�. • � ,: 1 v Ids�� • P.O.BOR 23814 Tlgord,Oregon 97223 POO NO CP-3529 Phone(503)(.84.3460 REPORT Of IN-PLACE SOIL QENSITY 'BESTS September 24, 1987 Chen! Mercury Development Co. Project__ Ti-card East Shopping Center Sol Oesci iptlnn _ 3/4"-0 Rock from Progress (Mom. Dry Density 120.7 lbs./cu. It. Optimum Moisture8.7 °Y• Method c,( fest Nuclear 3411-B o•rt or rift T E S T L OC A T 1 O N lllY, urr r'l�o IN-PC.ACE DENSITr, r CtJ r0 rr. we. OgrUml LIS /CU rT.l { W i*"PAC r�o• Top o 9-18 1_1 Sanitary Sta. 0 + 75 Rock 11.9 13.1.9 117.9 97.7 9-18 2 Sanitary Sta. 1 1- 25 9.5 126.9 115.9 96.0 ')-22 1 Sanitary Sta. 8 + 81 11.2 138.4 114.4 100.0+ _ --- ---- 9_22 2. Sanitary Sta. 9 1 21 10.1 134.3 122.0 100.0+ ')-22 3 Sanitary Sta. 9 + 80 11.3 129.3 116.2 96,3 Eirown Clayey Sandy Silt - 105.6 Id 18.0 9-23 1 Fill over Sanitary Sta. 7 90 Rock 202.0.7 1.22.5 101 .5 96.1 9-23 ` 2. Fill Over Sanitary Sta. 6 + 90 117.4 120.5 102.6 97.2 9-23 3 Fill Over Sanitary Sta. 5 + 60 1:x.5 115.6 100.4 95.0 Rpmofr % cc: CIty of Tigard R & ;1 Const. Co. - - - . -- - ---_ - --- -- Job 9-He' Rlc. _Ein & ssoc. _.. - Mackenzie Eng.i.r,eering - - ------------ ----_-._.-_.._._ CARLSON TESTING INC MEM log mom I�I1101128 I�� .. on a 3E an a ones ofs 1 0 oil a 0 a 6! mamil I '' iii aE ! • sl. sui me a ('onsrmction Inslwcnon R Rclated Tests Carlson Testin95 Inc P.O.Box23814 Tlgord,Oregon 97223 Phone(503)684.3460 'o' too-CP-3529�-,--- DEPORT Of IN-PLACE SOIL DENSITY TESTS Permit No- Client MA-rury U0v.' �-- Project 1_r�stecl t,_Y: t� rJ•Conl�or ___ Soil Cescript,on 3/____ '-O bock from ur tt�re_�S��- Nuclear 3411-F3 I lbs./cu. h. O0hrnurn Mniset,ce H•`-) __R Method of Test -------- Max. Dry DolnsltY-�.►(-Yyl tip N.PL.CE LENS Tv t �- ti ur' oat at rt. xa. t t tty. TEST LOCATION w _ tit, ra ock — rade 8 Z 1x0.6 1;10. 1 10U.0 9-21 1 Sl.a, 1 + 69 s a n j taL`L_ — 5.0 1i3.6 Ill .Ei 91 .6 9-21 2 Sta. 5 + 25 sanit+—Iry___ 11Ei.0 . l 129.3 9-Zl 3 Sta. 3 + 20 sanitdry -- _ ---- - - —+ - - '-- 135.3 12().8 ]00+ 9 71 4 Sta. ------------ -------- -- R�murks_cc: Cit,v of Tigard - R 8 f] Construct ran -- - - ----R r c ar Amann> ssoc. - -- ac enz l e eer i n — CARLSO N TESTING INC SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT TIGARD EAST SHOPPING CENTER Tigard, Oregon I Prepared for: Mercury Development O-4087 January 1936) RZA I RITTENIIOUSE T.EMAN & ASSOCIATES OCR= Geofechniral Consultants �■ 117 R N HIT7'1;h7101'SE-Zi:,ttA,'1'tt ASSOCIATES. INC. Grntcchnical ConRultantR r 8o5o S.R: Cirrim Ihirr Hrarrrfon, Oregon 9711115 (503)6,14.9111 0-4087 January 9, 1986 Mercury Development, Inc. 338 Northwest 5th Portland, OR. 91223 Attn: Paul Gram, Broker SUBJECT: CEOTECHNICAL EXPLORATION TIGARD EAST SHOPPING CENTER TIG,ARD. OREGON Gentlemen: This report represents the results of our subsurface exploratic.n and geotech- nical engineer?ng stu,,iy relative to foundations, fills, utility and construc- tion considerations for the subject project. In general , the soil conditions at the site are suitable for the oroposed construction. The soils -,t the site are generally sandy silts. They are highly erodible_ which w;V require some special treatment. Other prime con- cerns for this project include maintaining drainage in the filled ravine and monitoring possibly large areal settlements caused by deep fills. Additionally, shallow ground water levels may be pre.: rpt at this site year round. Vie appreciate this opportunity to be of service to you and would L,q pleased to discuss the contents of this report a'. your convenience , Respectfully submitted, i RITTENHOUSE-ZEMAN R A WCIATES, INC. Stuart Albright, Engineer Terry N�Cra �. - u. Enclosure i %W W s IW IWUw W 0-4087 Mercury Development Page l January 9, 1986 1 .0 INTRODUCTION neer- This ^eport Presents the results of our subsurface and geotechnical ee loflthris,study ing study for the proposed commercial development. Thepurpose was to establish general subsurface conditions at the site nfr m whtchlnotal1a- nclu- i sions and recommendations for site gr�diWUrkfconsistedsofadreviewing past ex- tion could be formulated. The scope field explorations , laboratory testinq, plorations in the immediate vicinity, and geotechnical engineering analyses- The exploration consisted of 15 backhoe excavated test pits and two The fi P explorations, drilled borings. Information derived ff the landscapeom these Sallowedeup to formulate coupled with pertinent observations o the interpretative soil logs which are presented at the end of this report. ,luthorization for this study was granted by Paul Gram of Mercury Development 1985. The study has been coinpl eted i re general in a letter dated December 9, _ accordance with our proposal dated December 5, 1985• I and eportag has been for prepared for the exclusive use of Mercury DevelrpmenL, Specific application to the proposed project in accordance with generally accepter; geotechnical engineering Practices. zr 0 PROJECT DESCRIPTION 10 The project consists of a proposed retail development.. The sitr Park Street d east of S. W. Pacific Hiqhway near the in with S. W 10 in Tigard, Oregon. The location of the site with respect to existing roads 10 is showy. on the Site Plan, Prate 1 . 3.0 PURPO_ SE AND SCOPE 10 The purpose of our work was to provide geotechnical reco��rible1ons and ad9ersenq site development, site grading, utility installation, fa geologic conditions and othersimilar geotechnical informftionield exIn order to accomplish this purpose, the scope of ou , r :. ,rk included, orq i��ns and judgments laboratory testing; geologic interim-,tatPngltseofnanalysis and design, P re • and aratinn of this report summarizinq the resu P Mercury Development 0-4087 January 9, 1986 Page 2 i 4.0 SITE CONDITIONS 4.1 Surface The surface of the site slopes generally up to the west and to the east. The surface is covered by short grasses and clumps of trees. Abandoned concrete slabs and building foundations are spaced around the west half of the site. T`ie site is split in half by a ravine which runs north-south. The ravi is over 30 feet deep at the north end and shallows and disappears dear th, south end of the site. The sides of the ravine are relatively steep with slopc-s in the range of 3H:lV to 1H:2V. A number of very large poplar and fir trees are located in the ravine. Approximate surface contours ar+� indicated on the Site Plan. 4.2 Subsurface A number of aerial photographs dating as far back as 1956 were examined. Based upon surface topography we believe that the flat area where the ravine currently terminates was once part of the ravine and has been filled. If this occurred, the majority of the fill was placed prior to 1956, and consists of sandy silts and silty sands similar to native soils. Because this material is essentially identical to native soils we have not differentiated between the two soil con- ditions for the purposes of this report. The air photographs do show a shallow swale in the area, so it appears that approximately four feet of fill has been more recently placed. The location of this fill s shown nn the ite Plan, e Plate 1. Our field investigation consisted of excavating 15 test pits to depths of up to 14 feet to observe conditions and collect soil samples for laboratory analy- sis. Test pits were exc3vated on December 19, 1985. Test pits were excavated with a conventional rubber-tirril backhoe that was equipped with an extendable boom. Test pit locations are shown on the Site plan. Test pit locations are based or, pacing from adjacent surface features and should be considered appro- ximate only. Test pit logs are presented in Appendix 1 . +w �r �► 9ns ■1 14W Im Im M1 iMercury Development January 9, 1986 0-4087 Pane 3 Based on the results of the backhoe testi is two P drilled bo Ings were located. The borings were drilled to depths of 40 feet. The locations of the boring; are shown on the Site Plan. Boring lags are presented in Appendix 1 . The borings were drilled on December 26, 1985. In each of our borings, Standard Penetration Tess: (SPT) samples were obtained at selected intervals. An explanation of the SPT appears in Appendix 1 , along with the boring logs. Samples obtained by this method were visually classified in the field by an engineer from our office. Representative portions of each sample were placed In airtight, glass jars and returned to our laboratory for testing. In addition to the SPT, undisturbed samples for strength and consoli- dation tests were obtainea with a three-inch O. D. ring sampler and a three inch O. D. shelby tube samplers. An explanation if these samoling procedures appears in Pppendix 1 . laboratory tests run on the samples include consolida- tion, direct shear, moisture density, and hydrometer analyses for soil classifi- cation. Test pits and borings revealed two F.rincipal soil types; RroSandy Siit - This soil begins at the surface and extends to depths rang- ing from four to as much as 20 feet. The soil is medium dense in consistency and is adequate for the support of structures and pavements. The sinqle most significant feature of this soil is that it is extremely erodible. Exposed at the surface it will wash off and form gullies under light rainfall . At depth, if not properly filtered, it will readily p�pe into drainage fixtures , Potentially resulting in large voids and clogging of pipes and subdrains. The soil is also moderately compressible and care must be taken to limit total arj differential 1 settlements. GraSandy Silt This soil is essentially identical to the one described above except that the soil is It- aced below the permanent ground water table. This soil is saturated year round and is medium dense. As with the brown sandy silt this soil is approximately half very fine sand and half silt. Therefore, the concerns of erodibility are equally appropriate for this soil . 1 Mercury Development 0-4087 January 9, 1986 Page 4 Ground Water - The permanent ground water tahle appears across the site at approximately the same depth as the bottom of the ravine. This is because the ravine acts as a draw-down trench. South of the ravine the permanent; ground water table occurs at a depth of approximately five to seven feet. the zone of permanent saturation is indicated by a blue-gray color to the soil . The seasonal ground water table was evident at the time of our explorations at depths of three to 12 feet. Soil mottling indicates that in wet years the seasonal ground water will rise to near the surface. The seasonal ground water table intersects the ravine and seeps ar.d springs are present along the length of the ravine. Surface water from the property to the south flows onto the site. Currently the water ponds on the south end of the site. This has made the near-surface soils in this area very soft and wet. 5.0 DESIGN RECOMMENDATIONS 5.1 Site Preparation Prior to beginning construction, all areas of the site that will receive pave- ment or fill should be stripped of roots , torpsoil , and undesirable fill . Top- soil thicknesses vary considerably on this site and we estimate that from four to 12 inches of stripping will be required. Deeper stripping may be required in wooded or heavily brushed areas. Stripping will leave the site highly susceptible to erosion, guidelines to limit erosion are given in Section 5.10. Existing fills discussed in Section 4 .2 (and shown on the Site Plan) appear to consist of relatively good quality material , but non-engineered fills can vary substantially over short horizontal distances . We recommend that the top three feet of this fill be removed in all building and pavement areas. The resulting exposed surface should by observed by a representative from our ofV ce, and any areas of soft or undesirable fill should be overexcavated. The resulting surface should then be prepared and filled in accordance w;th subsegUent sections of this report. Excavated material could be reused as fill if it is free of organic matter and refuse, and if it can be adequately compacted. A minimum three foot Mercury Development 0-4087 January 9, 1985 Page 5 thick cap of engineered Fill should be installed in all building or pavement areas. Site preparation for the central ravine is detailed in Section 5.11 . It is our experience that sewer trench backfill in undeveloned areas is norm- ally installed without inspection or compaction. Visual observation of the sewer line across the site indicates that backfill is loose, and generally poor in quality. For this reason we recommend that existing abandoned utilities should be removed. Of particular note is the existing sewer which runs north- south through the site. It is our understanding that this sewer is to be re- placed by a new line (generally located outside of building areas) , and there- fore the existing sewer should be removed and backfilled in accordance with subsequent sections of this report. It is possible that this excavated trench could, in many areas, by used as the canyon subdrain discussed in Section 5.11 . It is recommended that most areas or the site will be prepared during relatively dry weather, however, we have provided recommendations for both wet weather and dry weather construction. 5.1 .1 Dry Weather• Construction - Cyclic wetting and drying, freezing, and con- struction activity have loosened some of the near-surface soils. In all areas to receive fills , pavement, or buildings the stripped surface shnuld be scari- fied to a depth of at least eight inches, brought to near optimum moisture con- tent, and compacted to a minimum of 92% relative compaction. oelative compaction should be based on the modiiicJ AASHTO test methods (designation T-180) . Mois- ture contents will probable need to be in the range of 15% to 20q for adequate compaction, but this may vary with soil type. The native soils are moisture sensitive but should dry relatively quickly in dry weather (with occasional mix- ing or discing to achieve adequate compaction). Even during dry weather it is possible that some areas of wet subgrade will be encountered, particularly in cut areas. Soft or wet areas that cannot be er,-ectivaly dried and compacted should be prepared in accordance with Section 5. 1 .2, 'let !leather Construction. +oer Fav �► �[ WE Mir Mercury Development 0-4087 January 9, 1986 Page 6 5. 1 .2 Wet Weather Construction _. During Fief; weather, when adequate moisture control cannot be obtained, it may be nerl,ssary to install ,a granular1-rorking blanket to support construction equiprr,�nt and provide a firm base on which to compact subsequent fills, base cotr-Fa and pavement. Coirmonly the working blanket consists of a bank run gravel or pit. run c.iorry rock (six-irch to eight inch maximum kite with no more thin 10% by weight. rassing a Ne. 200 sieve). We recommend that we be consulted to approve the material before installation. The working blanket should be installed on a stripped subgrade in a single lift with trucks end-dumping off an advancing pact of Granular fill . It should he possible to strip the site with the careful oceriition of crawler mounted equ- p- ment. However, during prolonged wet weather, operation of this type of equip- ment may cause excessive subgrade disturbance ani final ::tripping may have to be accomplished with a large backhoe or similar ?quipment, working from the advancing pad of fill . After installation, the vorking blanket should be com- pacted by a minimum of four complete passes with a moderatEly heavy steel drum or grid roller. The working blanket must provide a firm base for subsequent Fill ins►.,,,Ilation and compaction. it has been our experience that 12 to 18 inches of working pad is ho renally required, depending on the gradation and angu':arity of the work- ing pad material . This assumes that the material is placed on a relatively un- disturbed subgrade in accordance with preceding -ecommendations, and that it is not subjected to frequent heavy construction traffic. Areas usad as haul routes for heavy const-action equipment may require two feet or more of work pad thick- ness. Approved filter fabric, installed on the silt subgrade, may be substituted for up to five inches of working blanket. Filter fabric should be of a non de- gradable, non-woven type similar to fibretex 200 or equal . If desired, we can provide you with simple specifications for this material . Ccnstruction practices can greatly affect the amount of work pad necessary,. BY using tracked equipment and special haul roads the work pad area can be minimized or sometimes eliminated altogether. The routing of dump trucks and rubber tired egi. ipment across the (, site can require extensive areas and thicknesses of work part. Normally the design, intallation arfd maintenance of work pad is made the responsibility of the contrac- tor. L KWAMRJLME-&lw�qff_KM_A4M_AiM�_ L&Mv Mercury Development 0-4087 January 9, 1986 Paye 7 5.1 .3 Proof-rolling - Regardless of the method of subg-ade preparation, we recommend that prior to filling or base course installation, the subgrade should be proof-rolled with a fully loaded 10 or 12 yard dump truck. Any areas that pump, weave, or appear soft or muddy should be overexcava*.ed and backfilled with compacted granular fill . If significant time passes between fill installa- tion, base course installation and paving, or if significant traffic is routed across the site, we recommend that the site be similarly proof-rolled again prior to floor slab or pavement installation. 5.2 Fills Any fills on this pi-�,iect should be installed on a subgrade that has been pre- pared in accordance wir:h thL recommendations in the Grading Section of this report. Filis shoul." be installed in horizontal lifts not exceeding about eight inches in thickness, and should be compacted to at least 92% relative compaction for silLy soils and 95% for sands and gravels (AA;HTO T-1RO) . This crir.eria may be reduced to 85% in landscaping or planter areas. During dry weather, structural fills may consist of virtually any relatively well-graded soil that is free of debris and organic matter ,ind that can be compacted to the preceding specifications. The existing silty )nd sandy soils encountered at this site (excluding topsoil ) would be adequate for these fills. We point out that the natural soil moisture contents are in the range of 251 to 35%. This would have to be reduced to about 16% to 17% for adequate compaction. Durinq dry summer weather this could require a half a day or more of drying time for each eight—inch thick lift, with occasional mixing or discina. In order to achieve adequate compaction during wet weather, v recommend that, fills consist of well-graded granular soils (sand or sand ind gran,?l ) that do not contain more than 5% material by weight passing the No. 200 sieve. In addi- tion, it is usually desirable to limit this material to a maximum six to eight inches in diameter for future ease in the installation of utilities. The plans provided show very high (10-30 ft. ) areal fills over the majority of the site. If these fills are placed at an improper moisture content or are riot properly compacted, overall and differential settlements in excess of six inches could result. Quality construction control will be required to limit fill settlements. '. _.n'.wrvx a:oui.xeuaYO.r w.n.Y.Yw.u.n.:ifYtY:yYyWY{� MMWY�/MWYu.iNYMYY'JW+iCiMMM�YN61YW IIYIYIYYJW�N YI.FYRaMIM IrNYw.Inr1VYr�'Yri'.wMnYhrnwfY..«.yy._ _ ... .. .. _, ■ Mercury Development ■ January 9, 1986 0-4087 Page 8 e 5.3 Areal Settlements ' The native soils at this site are fairly compressible for sandy silts (Cc-0.08 for virgin compression, 0.01 for recompression) . The large areal fills pro- posed will increase the stresses in the existing soil strata and will cause considerable consolidation even if the fills themselves are adequately com- pacted. The extent of the fills is such that consolidation will occur at depths of 50 feet or more. Total areal settlements will likely be in the range of six inches to one foot. Since the soil is rather free-draining the bulk of Mthe settlement should occur within a month of the application of the load and will therefore occur during the site grading and filling process. Final site gradin and 9 preparation paration of building foundations and pavement sub- grades should riot be performed until most of the areal settlement has occurred. We recommend that settlements be monitored during construction. Prior to pre- paration of foundations or T iiidl Trades we would review the results of the moni- w toring to determine the likelihood of further settlement. The monitoring pro- cesses could be carried out by on-site survervors or we could provide thissr- vice. Appendix 2 provides introductory details for a settlement monitoring project, We would be happy to discuss such a program with Vou. 5.4 Floor Slabs After preparation, in accordance with the Grading Section of this report, we recommend that any floor slab areas bc: proof-rolled with a loaded dumpr Any areas that pump, truck. pump, weave, or appear soft or muddy should be overexcavated and compacted fill reinstalled. A minir►,um four inch thickcomnacted crushed rock layershould be installed over thr prepared suhgrade. 5.5 Foundation; The near-surface native soils are suitable for support of foundations on con- ventional spread or continuous footings.9 Building foundations that are estab- lished on natural soils or engineered fill (in conformance with Section 5.2 of this report) may be designed for bearing pressures up to 2000 psf. This Mercury Development 0-4087 January 9, 1986 Page 9 assumes that foundations are a minimum of 12 inches wide, 12 inches deep, and are established on relatively undisturbed soil or engineered fill beneath any topsoil or significant roots . Higher pressures would be possible in most areas of the site, but wc recommend using a reduced bearing pressure due to the high fill depths, the possibility of existing poorer quality fills, and the need to minimize differential settle- ments. The table below summarizes our estimates of maximum foundation settle- ments. Because of the variable fill depths some footings may experience very smali settlements, and differential settlements, may approach the maximum vales tabulated below. Maximum Estimated Foundation Load Settlement-inches 100,000 lb. column 3/4 200,000 lb. column 1 1/4 2,000 lb/ft, wall 1/2 4 ,000 lb/ft. wall 3/4 All settlements should occur quickly, at least 70% in the first month. The soils at this site are moisture sensitive and become easily disturbed when wet. If foundations are excavated during wet weather it may be necessary to install a thin layer of crushed rock or lean concrete in the excavation bottoms, to minimize disturbance during placement of reinforcing and other construction operations. As observed in our field exploration, exterior Footings should penetrate at least 18 inches below lowest adjacent exterior grade for frost protection. 5.6 Retaining Walls At present we understand that retaining walls up to eight to 10 feet in height are planned. The following general wall design pressures, defined as an equi- valent fluid, and based on slope above the wall , may be used for design: � �w •R A! wll wl +w � � w Mercury Development 0-4087 ,January 9, 1986 Page 10 Slope of Retained Material Equivalent Fluid Weight lb/ft3 Horizontal to Vertical !Pi a Frici.l—'ons—C+f lou . a r c an 5:1 or flatter 35 405 31 0 50 55 �.1 *Plormally backfilled retaining walls develop friction between the back.f-ill and the wall . This reduces the active pressure on the wall and increases the wall stability. Occasionally this friction is nrevented by drainage membranes or coatings on the back of the wall . These commonly include the use of bitumen, bentonite or other coatings that serve as a moisture break , as well as some premanufactured drainage-_ membranes such as Enkadrains. Yhenever direct con- tact between the concrete wall and the backfill material is prevented, we recommend the use of the higher pressures ( "without wall friction'') . Slopes steeper than 2 :1 are not recommended. The above values do not take in- to accuunt any surcharge (vehicles, buildings, construction equipment, etc.), so they must be added to the wall design. If design changes and retaining walls higher than 12 feet are planned, we re- quest the opportunity to provide additional recommendations. These values represent our best estimates of long term pressures that will develop in an active state of stress. No factors of safety are included in these numbers. To develop an active state of stress the walls must be free to rotate. Top movements may approach .005 times the wall height. If walls will be restrained from movement by floor Tabor other means the design pressures should be in- creased by 30%. These values assume that retaining structures will be adequately drained as rlisrussed in Section 5. 7. Retaining wall backfill should consist of relatively free-draining granular soil lightly compacted to about 901,' of the maximum density obtained by the Modified AASHTO method of compaction. The back- i fill must be separated from the native soil by a filter in accordance with Sec- tion 5.10. Additional compaction will increase the earth pressure, while a lesser degree of compaction could result in post-construction settleire2nts . Retaining walls that will be subject to surcharge loadings or that do not con- form to the above recommendations, sho-.ild be individually designed. I Mercury Development 0-4087 January 9, 1986 Page 11 Because of space limitation,, at the south end of the site there may not be room to construct a conventional retaining wall . I. more easily constructed retaining structure could consist of a vertical cantilevered wall . This normally consistsof driven sheet piling or driven steel "H" piling with Tag- ging. Due to the high around water level in this area we would not recommend the use of auqered piers. For normal conditions, and a retaining wall height of eight to 10 feet, we would expect that necessary sheet pile penetrations would be in the. range of 15 to 20 feet below lowest adjacent grade and steel "H" pile penetrations would be in the range of 25 to 30 feet. If this type of scheme is desired we would be happy to work with your structural engineers on a final design. 5.7 Subsurface Drain�e Because of the potentially high ground water table at this site, and because of the possibility of building basements, qe consider the installation of an adequate drainage system to be a very important factor in maintaining a stable site. Subsurface drains should be installed around all perimeter footings, and under any basement floor slabs. All drains should be protected by a filter fabric ir accordance with Section 5.10 to prevent internal soil erosion and potential clogging. Tynical details are nresent:ed on Plate 2. !`e would be haps, to work with ;ou in develc�ing alternate details, if' desired. Drain lines beneath basement fluor slabs should be spaced no more than 15 feet apart. All drains should be sloped to drain by gravity to a storm sewer or other positive outlet. Water from downspouts, and surface water should be in- dependantly collected and routed to a storm sewer. This water must not be allowed to enter the subsurface drainage system. One item of concern is the use of landscaping above retaining walls. Heavy watering in these areas can Iry-rtax a conventional retaining wall drainage sys- tem, resulting in excess hydrostatic pressures against the wall . If irriq,?tion is proposed above walls, it will be important to properly size the wall drain to handle the maximum sprinkler flow r,,ite. Perforatr-d Pipe _ cam' Filter Fabric Filter Fabric —_ � �� ,° 15 ftp +„D �-- 0?en-graded crush=,d rock BASEMENT DRAIN SYSTEM Original Ground -F-i—ni . Grade Possible Existing Winter Water Ditch - Level ---------- /� Water level draw down with toe drain (-PPrOximation only) 3 feet L1 / Pavement or Impervious Soil c a Drain Rock Filter Fabric Perforated vine TYPICAL SUBDRIN DET SCALE' NTS APPROvEDBY: -• TOE DRAIN SYSTEM RITTENHOUSE -ZEMAN& ASSOC, FOUNOATION AND 9011.8 ENOINEERINO,GEOLOGY •N X 11 ►RINTED ON NO 100011 CUEARPgINT, x Perforated Pipe Filter Fabric r Fabric —� _ — Open-graded crush=� 15 f'-- , typ. rock BASEMENT DRAIN SYSTEM Original Ground - -finished Grade Possible Exis*ir.g Winter Water Level Ditch �; `Water level draw down with toe drain (approximation only) frht �• 9nvt�13 / "- --Pavement or Impervious Soil •o a D — ' Drain Rock s TYPICAL SUBDRAIN DETAILS r Fabric Perforated Pipe _._ - — SCALE: NTS APF�..JVEO BY: DRAWN BY DATE: REVISED TOE DRAIN SYSTEM RI TTENHOUSE -ZEMAN & ASSOC. FOUNDATION AND SOILS ENGINEERING.GEOLOGY DRAWING NUMBER PLATE 2 000!1 CL,EAq MINT• o-4087 Mercury Development Page 12 January 9, 1946 5.8 Slope Stabilli y The following table summar';zes our recommendations for cut or fill slope sta- bility in native soils. Slope Height Maximum Recommenled Slope (Measured Vertically-ft) (Horizontal izonta_ _l to Vertical )--- ll - 5 1 1/2 :1 5 + 2 :1 Some existing slopes may exceed these values. if so, they need to be flattened to meet these criteria , steeper slopa5 may be possible with select imported fill material . We would be happy to provide additional slope recommendat-ons once a source of fill material is selected. These values assume ti'at the slopes will be protected from erosion and that significant drainage will not occur over the face of the slope. They further assume that no loads will be imposed within the areas indicated herein. — i'r2 r Any fills should be benched into existing slopes and the fills placed and com- pacted in horizontal iifts. Fi 1 slopes should be obtained by plecing and com- pacting material beyond the design slope and then excavat.inq back to the de- sired grade. Fill compaction should be in accordance with Section 5.2. 0-4087 Mercury Development Page 13 January 9, 1986 If springs or seeps appear on slope faces, they must be individually dealt with. Normally this consist, of excavating into the slope face and install - ing a perforated drainage pipe within an envelope of free-draining gravel . Drainage details must be provided on a case by case basis . Failure to insta'l drainage may result in soil slumps or oop-guts. Of particular concern pill be the cut slope at the south end of this site. Proposed finished grades will be below the seasonal qround water table and will be approaching the pc-rmanent ground water, it is possible that a very soft (quick) condition may develop at the toe of this cut. We recommend that a toe drain be installed at Lhe bottom of any cuts deeper than five feet. A typical toe drain detail is illustrated on Plate 2. In addition, soft soils at the toe of the cut :,,lay require a two foot to three foot layer of compacted rock fill to pravide firm conditions for paving (see Section 5.1 .2). The need for this fill should be evaluated based upon field conditions at the time of construction. 5.9 Utilities The sandy silts at this sire are easily excavated and should not obstruct utility installations. Although these soils will stand on near vertical slopes for short. periods of time, they may collapse suddenly and without warninn. Any excavations deeper than four feet should be adequately sloped or shored. In the absence of ground water, unshored temporary cuts may be sloped up to I M V for slopes not exceeding 10 feet high. If grjurd water is encountered in any I excavations, or if cuts will exceed 10 feet, the walls should be braced or else we should be contacted for additional recommendations. No evidence of corrosive soil was encountered on this site. 5.10 Erosion The native soils at this site are primarily silty, very fine sands or very fine, sandy tilts. These soils have a low clay content and hence little or no cohe- sion, making them extremely susceptible to erosion. Erosion can occur in two primary manners. Sur-acp erosion normally takes the form of washouts or gullies, Mercury Development 0-4087 January 9, 1986 Page 14 as surface water washes the soil down stream. Less obvious , but often more serious, subsurface erosion occurs when underground water washes fine soil into pipelines, coarser granular rill , or into weap holes or similar drain- aga facilities. Subsurface Frosion - Subsurface drains have been recommended in various sec- tions of this report (beV nd retaining wills , under basement floor slabs , around perimeter footings, at the toe of major cut slopes, and through the center of the existing ravine). Underground water must flow out of the native silts and inti, these drainage facilities. This water will attempt to carry the native soils with it. If subsurface drains are not properly filtered from native soils they may rloq or significant voids may be created due to piping (internal erosion) of the native soils. Non-woven geut`?xtiles orovide the most inexpensive, controllable, and build- able filter for fine graded soils. These fabrics are indicated on all of our typical details. For coarse soils a large ranr�e of fabrics would be acceptable but the native sandy silts at this site are so fine that most geotextiles do riot meet minimum filter criteria. A locally available, corrnnonly used geotex- t le that is acceot,ble is Fibretex ?00. If other fabrics are to be considered we would be happy to review their properties for acceptability. The widely used Fibretex 150 or Mirafi 140 would not he an adequate filter at this site. Surface - Surface erosion is usually most critical during construction, when large areas of bare soil are exposed. Methods of control will depend upon the construction tlechniquc5 in use and are normally left to the contractor. If construction proceeds during periods of heavy rain it is usually desirable to create a holding pond and filter at the down stream end of the site. This carp be accomplished using commerically available silt fences or continuously staked hay bales. Mercury Devel pment January 9, 1986 0-4087 Page 15 If springs or seeps appear they should not be allowed to flow over ground slopes. in accordance with Section 5'.A beep gullies can be cut ver as and r1ngs should be treated We would be happy to work with your contractor to develop Sound erosion control procedures. Finished grades should be paved or vegetated as soon as possible. 5. 11 Ravine Fill The ravine which runs north-south and divides the site is , ost significant geotechnical feature of tlhe site. This sec:tionedespribes rrhas the 'ecommen- g adequate drai dations which pertain to fillincl the ravine and maintaining ' in the area. naQe The permanent ground water table is currertly incide.,t with the bottom of the ravine. If the ravine is filled without maintaining adequate drainage, this 1 water level will rise significantly across the site and into the new fill . This can r,,sult in softening of the fill soil , consolidation, erosion, aid other ground water related problems. The end result would likely be building settlement. We recommend that a drain be ins the hydraulic gradient near its pStalled in the ravine to maintain resenia level , A detail of this fea given in Plate 3. The drain cnnci- tore is t:s of a trench dra i n which runs the length of the ravine in the bottom ind a blanket drain which lines the lower of the existingravine, -r 10 feet The t,e;;,.h drain contains a perforated pipE, to carry flow. The upper and lower surfaces of these features will need to be covered by filter fabric in accordance with Section 5.10. The existing sewer, which runs the length of the ravine e useas the location for at least some of the trench drain. As �dicussed bn Section 5.1 the existing sewer should be removed and backfilled. This pro e duce an existing trench in the bottom of the ravine. c ss will pro_ � 'wr +� ■w a, Ier � � � TYPICAL CANYON SUBDRA.IN DETAIL _Nofura/ Ground Zone to be tilled / � In horizontal Iltts / 101 Vegetation, Roots, � and • . .,� Topsoil Removed 3 feet FILTER FABRI 0/'V1' e Qt o✓//e/ sho// be non-per;'o,-ofed. cr. DRAIN ROCK Sec defoi/ �`�eloi+--� rock 2 feet Filter fabric 3 feet Perforated pipe 12 In. O.D. Draln Pock Should Be Clean, PLATE 3 Free Draining, Crushed or Natural [:Ravel In Accordance with OSND Specification 605.12 RITTENHOUSE -ZEMAN& ASSOC. FOUNnATION ANLL BOILS ENOINEERINQ,OEOL0CY CANYON SUBDRAIN DETAIL - TYPE A Mercury Development 0-4087 January 9, 1986 Page 16 Additionally the area directly to the sruth of the ravine is quite marshy and swampy. This was likFly caused by filling Operations which have changed natural drainage conditions. It will be beneficial to re-establish adequate drainage in this area so that ground water will not continue to erode and soften in place soils and fills. This can be accomplished by continuing the trench drain portion of the ravine drain system to the south bounda ry of the project. This drain should be adequately filtered and continuous with the ravine drain. 6.0 FUTURE GEOTECHNICAL SERVICES The recommendations contained in this report are based on information gathered during our field and laboratory study, and on design information provided by Mercury Development. We have not yet received a detailed copy of the plans r for this project. We recommend that we be provided an opportunity to review the final plans and specifications when they become available. This will allow us to determine whether any change in concept may have affected the validity of our recommendations, and whether our recommendations have been correctly inter- preted. ' In order to correlate preliminary soil data with the actual soil conditions encounter-,,-4 during construction and to check for construction conformance to our report, we also recommend that we be retained for const,-uction observation of stripping, grading, compaction, foundation excavations and all other soils related portions of this project. Respectfully submitted, ZITTtNHOUSE-ZEMAN R INC. \S`"5Ep PRUlff� - - � &LIATES, 8790 Stuart Albright, gineer Terry N. CraJen, P-�€,— - �--- ,• --URf G 0 N / dl r • w�j 4. �/ ti � •'� ('��/ �\ O TP-8 TEST PIT IODATION AND NUMbCR 1 O • l` ,/ •,1��,f\r/ �� ''`, � 1� � 8—� bONINO NLIMIFR AND LOCATION �f 1 CEJ No Go IF ao Scalp Not IKEL � i:�, ,ivi ,,� �, iz •�b, P/ADIT EL-�-- � Z-: l• q� . QiTF-1 i AAAt1� . EL 0.1TTENNOUSF-2EMAN i ASSOC ""CCCC TTr""t— •\ .y� ��`�.� 4 ' � •oweme+ue wnuwn.rnll�a moron• IDo@ IRA i i I APPENDIX 1 Borinlj Logs and Sampling Procedures SUBSURFACE EXPLORATION THE STANDARD PENETRATION TEST Disturbed but representative samples were obtained by using the Standard Penetration Test procedure as described in ASTM D-1586 . This test and samp- ling method consists of dri-ing a standard 2-inch outside diameter split barrel sampler a distance of 18 inches into the soil with a 140-pound hammer free-falling a distance of 30 inches . The number of blows for each 6-inch interval is recorded, and the number of blows required to drive Lhe sampler the final 12 incnes is considered the Standard Penetration Resistance (N) or blow count which is L)resented on the boring logs in Appenuix A. If a total of 50 blows is recorded within one 6-inch interval , the blow count is record- ed as 50 blows for the number of irches of penetration . Thi resistance, or N-value, provides a measure of the relative density of granular soils or the relative consistency of cohesive soils ; these values are plotted on the attach - ed boring logs . The soil samples obtained from the split barrel sampler were classified in the field and representative portions placed in water-ti%ht containers . The sam- ples were then transported to our laboratory for further visual classification and laboratory testing. Samples ara generally saved for a period of ninety days unless special arrangements are made. UNDISTURBED IjAMPLING METHOD Some andisturbe1 samples were obtained by pushing a 3-incK outside diameter, seamless steel Shelby tube into the soil by the hydraulic system on the drill rig in accordance with ASTM D-1587. Since the thin wall tUhe is pushed rather than driven, the sample obtained is considered relatively undisturbed. The sample was classified in the field by examining each end prior to sealing with plastic caps . The samples were then transported to our laboratory where they were extruded for further classification and laboratory testing. RING SAMFLER Another method of obtaininq samples for laboratory use was by driving a 3-inch outside diameter, ring-lined sampler into the soil using the driving method of the Standard Penetration Test, in accordance with ASTM D-3550 . This method allows gathering of relatively undisturbed samples which may be used directly in test apparatus without prior trimming or disturbance caused by sampl., ex- t�-usion. Essentially acting as a double barrel sampler, the outer barrel acts like the split barrel sampler of the SFT test in tranJerring the energy of the hammer to the soil . The inner rings act like the '-)helhy tuby sampler in obtaining relatively undisturbed samples . 0-4087 Merriry Developement Company Page 1 I Jan\ .3ry 9 , 1986 TEST PIT LOGS Depth(ft . ) Materials^Encountered Test Pit No._1 0-0. 5 Grass, sod, TOPSOI"' 0 . 5_4 . 5 Dark brown, loose , sandy SILT h roots . 4 . 5-11 . 5 Brown, mottled, stiff , sandy SILT Becoming harder to excavate at 6 ft . Test Pi _No.` 8B Grass, sod, TOPSOIL. 0-0 4 .0 Dark brown, loose , sandy SILT with roots . 0 . 8-4 .0 Brown, mottled, stiff , sandy SILT. Becoming harder to excavate at 7 ft . Test_Pi}_No ._3 0-0 .6� _ Grass , sod, TOPSOIL. 6-5 0 Dark brown, loose , sandy SILT with roots . 0 . 6-5 0 Brown, mottled , stiff , sandy SILT. Becoming harder to excavate at 6 ft . Test Pit_No.�4 0-0 . 5 - Grass , sod, TOPSOIL. O Dark brown, loose , sandy SILT U . 5-Ei . with roots . 6 . 0- . 0 Brown, mottled , stiff , sandy SILT . Becoming harder to excavate at 7 ft . Test Pit N2@5 0-0 . 4 Grass, sod, TOPSOIL. . 5 Dark brown, loose , sandy SILT with roots . 0 . 4-3 . 5 Brown, mottled , stiff . sandy SILT. Becoming harder to e,tcavate at 7 ft . Test P__i t_No. 6 0-0 . 5 Grass , sod, T'�PSOIL . 0 . 5-3 . 5 Dark brown, loose , sandy SILTwith roots . 3 . 5-10 . 5 Brown, mottled, stiff , sandy SILT Becoming harder to excavate at 10 ft . Test Pit2!0T7 0-0. 6 Grass , sod , TOPSOIL. 0 . 6-4 . 5 Dark brown, loose , sandy SILT with roots . 4 . 5--10 .0 Brown, mottled , stiPvcavatesandy atl6�5 ft . Becoming harder to Test Pit No- 8 0-0 .9 Grass , sod , TOPSOIL. SDark brown, loose , sandy SILT with roots . 0 . 4-3 . 0 Brown, mottled , stiff , sandy SILT . 3 . 0-10 . 5 Becoming harder to e;tcavate at 6 . 5 ft . Mercury Developement Company January 9, 1986 0-4087 Page 2 TEST _PIT LOGS ;?epth ft . Materials Encountered Test Pit No. 9 0-0. 8 Grass, sod, TOPSOIL.0 . 8-4 . 0 - Dark brown, loose, sandy SILT with roots . 4 . 0-7 . 0 Brown, mottled, medium stiff , sandy SILT. 7 . 0-15 . 5 Grey, saturated, sandy SILT. Varying Groundwater at 7 feet . density, averaging medium dense. fest: Pit No. 9 0-0. 8 Grass, sod, TOPSOIL. 0 . 8-4 . 0 Dark brown, loose, sandy SILT with roots . 4 .0-7 .0 Brown, mottled, medium stiff, sandy SILT. 7 . 0-15 . 5 Grey, saturated , sandy SILT. Varying Groundwater at 7 feed . density, averaging medium dense. Test Pit No . 10 0-0. 8 Grass , sod, TOPSOIL. 0 . 8-3 . 5 Dark brown, loose, sandy SILT with roots . 3 . 5-5 . 0 Brown, mottled, medium stiff , sandy SILT. 5 . 0-12 . 5 Grey, saturated, sandy SILT. VAr.ying Groundwater at 5 feet . density, averaging medium dense. Test_pit_No. it 0 -0. 9 Grass , sod, TOPSOIL. 0 . 9-3 . 0 Dark brown, loose , sandy SILT with roots . 3 . 0- 6 . 0 Brown, mottled , medium stiff , sandy SILT. 5 . 0-11 . 5 Grey, saturated, sandy SILT. Dense at the t'!p, getting less dense with depth, medium Groundwa+ er at 5 feet . dense at the bottom. Tes t_P i tNo.__12 0-0 . 7 Grays , sod , TOPSOIL. 0 . 7-2 . 5 Dark lorown , loose, sandy SILT with roots . 2 . 5-14 . 0 Brown , mottled, stiff , sandy SILT . Becoming harder to excavate at 5 ft . More Ground water at 10 feet . sandy with depth. Test Pit No. 13 0-0. 13 Grass , sod, TOPSOIL. 0. 8-4 . 5 Dark brown, loose, sandy SILT with roots . 4 . 5•-12 . 5 Brown, mottled , stiff, sandy SIFT. Becoming harder to excavate at 6 ft . More Groundwater at it feet . sandy with depth. I Mercury Developement Company Ja-""Iary 9 , 1986 0-4087 Page 3 TEST PIT LOSS nepthLf-t . -� Materials Encountered Test Pit No. 14 Grass , sod, TOPSOIL. 0 . 7-3 . 0 Dark brown, loose , sandy with 3 . 0-12 . 0 Brown, mottled, stiff, sandyTSILT. roots . Becoming harder to excavate at 4 . 5 ft . M Groundwater at 9 feet . ore sandy with depth. Test Pit No_ 15 0-0. 8 Grass , sod, TOPSOIL. 0 . 8--3 . 0 Dark brown, 3 . 0-1133 .. 0 loose, sandy SILT with roots . Brown, mottled, stiff , sandySILT. Becoming harder to excavate at 7ft . More Groundwater at 11 feet . sandy with depth. r r t, Mercury Developement Tlperd Eee:-0 4C87 W STAtaARD w f. SOIL DESCRIPTION FENETRATIIJN RESISTANCE x a ♦ Slows per tool a (140 Ib. hammer, 30"drop) n Surface EIS vation: 239 feet u 10 20 30 40 50 Grass, sod, TOPS011_. Wet, soft, brown, sandy SILT. 5 -- --- - — --- -- Gray, saturated, sandy SILT. Medium dense. - Progressively more sandv with death. d - 10 -- m m - 15 77 - -- --/ I -- 777 N Ql I -20 N __ _ - 25 _ 30 —T- -35_35 1_ -40 LEGEND (1 6 water Conlent T 2.0"O.D. split spoon eamplrr • Sample not recovered I Q 2.0' O.D. undisturbed sampler + plexometer tip p Sampler pushed Q Water level LOG OF BORING NO. B- 1 Atlerberg limits: Liquid limit '�--- Natural valer content RITTENHOUSE-ZEMAN & ASSOC. --" - Fia"tie i t 'It fOn.S F.NGINLF.nING AIM GEOLOGY mw,mw,&wwA,ts r- Mercury Developement Tlperd East 0•-4087 w STANDARD m f PENETRATION RESISTANCE {Y SOIL DESCRIPTION '^ 3 = w rp ♦ Blows per toot a 0. O (110 Ib. hammer, 70"drop) W Surface Elevation: 227 feet U 10 20 30 40 50 _ Grass , sod, TOPSOIL. _ Drown, sandy SILT. Medium dense, Saturated : ..: at bottom. - j F _ . . - J.0 -- 0 Gray, saturated, sandy SILT. Medium (Icn;e. 0. Progressively more sandy with depth, M -15 m -- -- - -- 7 -2Q N _ N r — — ao - 25 _ . 77 -- - - - 30- 35 3035 - —– -- — — - -- 40 LFfloF,N77 • b Water Content T 2.0"0,D. split spoon +ampler • Sample not acct—f-rd U 3.0"O.D. undisturbed sampler ` Piezometer tip P sampl«r pushed y Water level LOG t-1 DOPING NO. S— � Alterberg limits: ) ----� Licit id limit Natural water content FzIrrEYHOUSE-ZEMAN & ASSOC. MIMIC Limit SOR." ENGINEERING AND GCOLOGY ,..,.,..w�.w. ��.YW.r.w,.wu.Y.r..u.;.�,«..u[.,.w.�..r�.+�.ww,ruga.m.�,ti».........d.µ.r.r..�..._._...._...�.�...w I APPENDIX Settlement Monitoring i M, e i Mercury Development 0-4081 January 9, 1986 Page 1 APPENDIX 2 As discussed in Section 5.3 we anticipate that six inches to a foot of settle- ment may occur due to the p1:1-ement of large fills. Settlements of this mag- nitu-4e may impact structures and pavements. It would be desirable to monitor settlements and if necessary, to delay some construction until the majority of settlement is complete. There are two principal methods for checking settle- ment. Settlement Monitors - The most complete information is derived from settlement markers, normally installed as shown on the attached plate. These markers are installed prior to fillinq, and are monitored as fills are placed. Additional pipe sections may be added as required. They allow measurement of total settle- ments that occur, and because settlements are monitored durinq the filling pro- cess they allow a fairly accurate determination of rate of settlement and esti- mated residual settlements after the fill is completed. Their principal dis- advantage is that they can be damaged during construction and can slow the rate of fill placement because of the need to work around them. A more convenient method of settlement monitoring consists of a buried hydraulic sensor (essen- tially a manometer) with a remote readout. Once installed, this equipment does not obstruct construction and settlements are read at a station located 100 feet or so away, connected by buried flexible tubing. This equipment is more difficult to install , and is moderately expensive (cost of installation would probably be in the range of $4,000 to $6,000 depending on the number of instal - lations required). Settlement Flubs - A common, and less expensive, alternate to settlement monitors is to install the fill without monitoring, and then to place survey hubs on the completed surface. Periodic elevation readings are taken on these hubs. Be- cause they are not placed until the fill is complete these hubs do not allow measurement of total settlement (much of which may occur durinq fill installation), and hence percent consolidation cannot be estimated. By periodic reading these hubs do allow a determination of when settlements are essent4d1ly r_omplete, but it is dif;,cult to predict future settlements prior to this time. Because of this, it normally requires more cf a delay between fill placement and construction ... ...•.••. ...:...•_....•I:A1�lYlIMSIMMWI.:Mi11Ol:4W WYIMOWYIkYMM1w.YYiJ1 MwiaW++�wa�eawr..vw.r+r...-.....uawr..w.wr.u.w.�.+*I x.1W.IWIWU�MMW.n Mercury Development 0-4087 January 9, 1986 Page 2 to attain the sane level of confidence of settlementcompletion, than would be necessary with monitoring as outlined previously. At this site we would expect that with complete monitoring we should be able to predict fut-ire settlements wilnin one to three weeks after completinn of filling. With hubs it would be necessary to wait at least three .peeks , Ind possibly up to two months or more to be certain that settlements are complete. We would be har _, -,t with you to discuss these alternates , at your conven- ience. w rw 5ch. 40 5+eel Pipe �— Threaded C C)UPl incl r - SoCket C(OLJpl i nc3 ,, � Sol ••ent Weld T--� ASTM ED--46C- Tyke I i 40 PVC 1 '30 M J� 1 /4 -� -- - r NOT E r J Lc, oe a,eterr-r, i n �' d in fig ld �. Lz rnLAst k�e Iess -t-hcan 1�� r Permit No. Address -- --- — y � Permit charge I Name of Occupant Connection fee_ u/.2 N Paid by_ ---- - -- JLC----- Date connected � Inspection fee Type of Building_ - _ Date -- (> Paid by Service Rate - Paid_... Assessment____- ---- Contractor��_--------�-"� Size of connection --- S Tsai sat � vert w alit sss a>A R 11.0.13Dx 2"1 CITY 01 TIGARD PLUMBING 13125svKill 131%0. Ti(jardAppIKants mutt hold Oregon Registration to Conduct a plumbing PF R M IT 639.1117 lxv.-ii s m must be property owner/operator not hiring outside help. Nfanw d Dew nilCD0 J CZ/ �"�- _ Plurnbutg Permitt N Nn. Ooacnptm r�✓5[11� �L OPS 014 21-610 QUAN PRICE AMT Job Tar Loi Map.No ---- __ Addrwaa -- _ FIXTURES IN Bloch Subdivision ------- - - 7.50_ Sink --- artxr .x name oT siness - Lavatory - - Tub or TuWShower Comb, 7.50 aiM Tint)A tees Y �--- - --- — 7.50 Shower Only --- — --- - Ownwr i tate Zip -- -Water Closet - 7.50 Dishwasher _ 7.50 -- — ---- Phune Garbage Disposal -- - -- 7 50 — Name -- - - Washing Machine_- -- -- _ 7.50 _ Floor Drain _ 7.50 Mai i� res Phone Wale(Heater � 7•50 LaundryNoomTray -- - _ - 7.50 --- Occupant - Occu and CitylStale Zip 750 Urinal _ _ _ Other Fixtures(Spedty) _ - 7.50 � 7.50 Air r,, __7 Ph-one 7.50 Contra(for Ctty/State �p -.__-_.,—__ ------ -- - 7.50 _ MISCELLANEOUS --- ---� / CAy Bus Tax No-- l� 1sl 100' - ---- — _30.00 Q �� Slate B091,Bowd No tele P7—ii s us _rrTvo Sewer-ea.Addd.100----_ — 15.00 (Residential) Water Service 1st 100 20.00 r7� I hairwby n*noviedge that I have rears this application,that the infom a:y)n Water Service ea Addit.W 15.00 given is cited,that I am regialered with the Stats Builder's Board,and also Storm 9 Rain Drain 1 it too- 30.00 have a State Plumbing konse that the numbwa given are correct.that all ---- - - plumtwV wurt wrU be done in accordance with appkcabb provisions of Orr- Storni&P!-in Drain Acidd.100' - - 15.00 -- goo Revoswd Statulws Chapters 447 and 693 and applicable codes and that Mobile Horne Spam25.00 Gr wr no holt)will npioyod unless licensed under ORS 603 (11 exempt from --..---- ------_ - State repistrawn.p7aaae give realm below). I Back Fin*Prwenbor t4(WFC)WNFRS ...I hereby owrtity thiel I am the owner of the pr%)wty do I Devkxa Mo PdhAionDevrce -- 7.50 w-Jrtii atxnw,•f which hx-.atlon I propose lomake a pkxrbkV r WASH&bm kw Any Trap x Waste Not my own L~aml tt*o prurwty is roil being ooreltnx.ked lot rile.Iwaee a rent Cotwxctod b a Fixtrm` 7.50 Catch Basin --_-. --- - — 7.50 - -- ----- —_ --- -- I -- --- -- nap.of ExW.7'kxy m j -- -- 40.00 Per Hr, Speciallygt Re .sted Inapadlons 40.00 Per Hr. _----.-- - -_ ----------.-_.-. Alter of Pkxrt.*g within an F-x1a1ft Bldg 15.00 min, ---------- ALITHORtZED SIGNATURE Date No*Bldg or Build.Additl0n __-- puu I Lkain_�' e fanil Dewytty wc4 new L:) addition itlfferation❑ repair[7 d.Q11' 15•00 t be done_ rnslclential nat_roa�dential - Existing U20 of p` tv_QdWV or prol)wty ---- _-----_ --- ------- - - M-TOTA.L O0 Proposed uM of OtlRC1M ME 75 oirp"'Ity ---------------- ------ - - - ------- — -- ThN pamra tr+oort»a nails w10 waid M writ or oonr"oftion authwued IS not corn, - monr*d ww*i 100 AayaAr Otte tA*kA or wort la suspanrfad or abaxfonad lur a tw"I of lfiu(rays al am flex aft.wort N nonv%enced e.117f#At - n.0 Mxrrwrl t)V -__ t ;�:. w'!'';+,VI•.�'Y a,:;r ,, ) ' �',Fr `..� tl. .:�. �e'- • •'pts. t � y .. •`+ N.. f .� ?� .i i, i, , . 1��, I , �.' .'l R N �,/�r �/ /r'p �'r' /)/ +.,�,_ . - „ /^ •v.,�` w• C�a- ',. %mow► t' AW ( , 1 Fvy ~` P'q' fi .,i'»+"'f t' A . .f.. .. .. -..1: ��`"w ." 1 ' :.Ak�,�. .``w.. y- ► b ' I, ;;I '� ' r ��•�,/.,,^�/,'/� �,% r.� �,w...�•+w..r, - -b''�, •w• �N. f 4 ! l` ,/s,_.,. ,,.,,�,w .....w..+r,sk w.wwr. 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DOCUMENT. - - -- _ _T _ ___ _ _ _ �L' 1 6Z BZ LZ 9Z Z i•Z £ Z iZ 0T, T611111 Bi !�.T 'DI 9i 61 £i --Z[ -- ..iT_I OI- _ R L -- I� fi E Z L�11aIIIIIIII III I III ,I�1 �,1 -� ,II I IIIIIIII 1 .,��111II.,llllllllll ll1111111 IIII IIII�III� IIffII IIIIIIIIII IIIIIiIII (IIIIIIII III�I (III II II11 illllllll I►111111111�IIlI►I��,►��I,II ISI ��11 �� III►11111.111111►1111111 IIILIIIIII1111 lNIII 11 :.: L W CITY OF TIGARD MECHANICAL PERMIT Receipt# _----._ Permit;4 _ Arica A- 8701 9►/ Description Table 3A Mechanical Cc OTY _ PRICE AMT City of Tigard 13125 S.W. Hall Blvd. 1) Permit Fee - -- -01� W10.00 P.O. Box 23397 Tigard, OR 97223 2) Supplemental Permit _ 3.00 639-4175 �1) Furnace to 100,000 BTU 6.00incl.ducts&vents 2) Furnace 100,000 BTU + 7.50 _ incl.ducts&vents Name of Devnkxwnent - 3) Floor Furnace 600 _ incl.vent _ Job address / /' - �) Suspended heater,wall heater 6 .00 Address /� spQ .SYi(f AC,4C f`tfNf �/ �r floor mounted heater _ - Tax t.ot Map No. 5) Vent not incl.in 3.00 1-rnT 9 pe-64/N a;.- /0C93- appliance permit Name(or name oftxmness) 6) Repair of heating,refr ig., 6-00 cooling,absorption unit Maui Address Phone 7) Boiler or comp to 3 HP 6.00 Owner absorp.unit to 100,000 BTU li ,r Boilerorcom►to3HP-15HP �� .� � 6R ?to Zip' _ 8) absorp.unit to 500,000 BTU - 12- 11.00 /3 Name j 9) Boiler orbomp 15-W HP h 1500 __absorp.unit' -1 million —_ - Malting Addr s PhLAY/ 10) Boiler or comp to 30-50 HP 2250 absorp.unit 1-1.75 million Contractor atyistete �. 23PO 11) Boiler or comp to 50 HP 31.50 absorp.unit 1,750,000 BTU Slate Regisiratkx,No City Bus.Tax No. 1?) Air handling unit to 4.50 10,000 CFM 1 hsretry ackmwbdpE that I he.-reed Wirt apMtl plication ,at ,e information handling unit 750ortnat►on phren is 13) 10,000 CFM + I correct,thal 1 am the owner or axAhc qrod agent of the c•mer,that plans submitted are in ---- — — c:ompliance with State laws,thM I e n registered with t,e State Builders'Board,that the 14) Non portable 450 rximber given is torted.(If exp-,p1 from State registration please give reason belowl. evaporate Cooler 15) Vent tan connecteJ 300 to a single duct - -- ------------ -- - -- ------- _ - _- --- Ventilation system not — 1' included In appliam*permit 4'50 --- T-�- - - - -- 1 1) 'food served by - -- 4.50 mechanical exl�susr signature(--or agem) _ Date 18) Domestic type----- - 7.50 Oescnbe work ) addition (71 alteration D repair D __Incinerator -_ -- - to be.done residential D_ _non-residential 19) Commercial or irx;tisYrial 30.00 Existing use of `_type incinerator - — building or properly __ 20) Other I.e.,woodstove,water 4.50 Proposed use of __heater,solar,clothes dryers,etc. --- — - -- building or property_ - ---- - 21) Gas piping one to four outlets / 2.00 Z.00 Type of fuel- oil U natural gas X LPG U electric ❑ ------- 22) More th 3n 4-per outlet LV ,SO 4.O-D NOTICE 5U8-TOTAL /98, 1 HIS PERMIT BECOMES NULL AND VOID IF WORK OR CON -- --- — -- ---- STRUC"i iON AUTHORIZED IS NOT COMMENCED WITHIN 180 Sdfp 4%SURCHARGE 7, DAYS, OR IF CONRTAUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL 37, ABANDONS'-)1-OR A PERIOD OF' 1(30 DAYS AT ANY T IMF AF f ER WORK 1;•_!nN1b1I-N(,FD TOTAL i j Special Conditions Date issued_ _by I CITYOF TIGARD No. 13125 S.4. HALL BLVD. P.O. BOX 23397 Date - TIGARD,OR 97223 Name Address Lot Block/Map Subdivision/Address Permit M'sBid Plumb Cash Checkf � kc-C, No,I OW n�^ 1269,01 i Sewer Other Other Rec. By Acct. No. Description Amount.; 10.432 Building Permit Fees 8�•� '�G+ 6 �� 10.431.600_ Plumbing Permit Fees_ — i.—, --- 10.431.601 Mechanical Permit Fees_ _ 10.230.501— Slate Bldg. Tax __ • 4^ 10-433 Plans Check Fee _ _ 5 41. 4' S4 !40 30.443 Sewer Connection n�• < r n 30.444 Sewer Inspection V _ — 4 S. O G i 51. 8 _ Street Syst. Dev. Char e '9 Q- 8U _ 3,52.0 00 44 _52.449.610 Parks I Syst. Dev. Charge ` 52.449.620 Parks II Syst Dev. Char a __ — 31 450 Storm Drainage Syst. Dev. Charge + 10.430 Business Tax _ 10.434 Alarm Permit 10.227_ Bail 10.455• Fines •Traffic/Misd/Parking 10—23b----- CP—TA Traffic/Misd1%/ic. Asst. 10-456 Indigent Defense --`—�� _30.172.401 Sewer Service/USA 30122-402 Sewer Service/City 3016 30-123 _ _ Sewer Sevice/City Maint _ ! 125 Unmatched 31 124 Storm Drainage -- — — --- —46-.475 Bancroft Prin..Pymt. 4 471 Bancroft Int. Pymt. 414. 30 DEPT. 2 �7Y3 9wr w ' BUILDING PERMIT APPLICATION DATE 19 --- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT ORK HEREIN INDICATED BUILDER PHONE z2.3-aig8 OR AS SHOWN AND APPROVED IN 1 HE ACCOMPANYING PLANS AND SPECIFICATIONS W NNO P'Ty :Zr- cI CL117 Ue. . 13500 Prlc;ftiC hwy. OWNER JOB ADDRESS_ _^ ___-__ -- — -� ARCHITECT tl�nt i k:.on Ex0' . ENGINEER BUIt.DER ADDRESS _ `__DESIGNER STRUCTURE _[�_NEW ❑ REMODEL_—_❑ ADDITION —IJ REPAIR _ 11 RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION F1RESIDENCE ❑COMM ElEDUCATIONAL E3GOV'T_(I RELIGIOUS ❑ PATIO ❑ CARPORT E) GARAGE [ISTORAGE Ll SLAB LJ FENCE OCCUPANCY _— _LAND USE ZONE — .__BLDG.TYPE _—FIRE ZONE- — PLAN CHECK BY HEAT 100ponit snprox.200,000 cu.vd of fila un site, Duat control to b® m�'.nt•. >>►Q� - - Streets to be bkpt free of dirt and debris. �_ --- £,EWER PERMIT N _ —-- -- —-- -- -- —-- OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS--_ VALUE BUILDING DEPARTMENT — SET BACKS FRONT _REAR LEFT SIDE _ RIGHT SIDE rPlan t 787•5� _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING -- REGULATIONS AND ALL APF".ICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE heck WORKWILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 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I • . . . . . . . , . .I,t . • • 19f7. ,sLl R16H1S IIE!�IRN(p •.il l ,,4 's`. . . . . . . • • . . • . : , : . • • • . : . . . . . . . . . . • . •) . . . • . . • , • . . . . . , . • . • . . . . . . . . . • . . . • . , . • • . . • . • . . . • . • . . • . . • . : . . . . . . : . : . . . . . . . . . . . . .\. . . . . . . . . . • . . . . . . • • . . . : • . . . . . : • . . . . • . . �.• ,•/ :�, . • • • • • • . . . • • • • • . • • • . •' .I. . . . . . . . • . • . . . . . . . . : . . . . . . . . . . • . . . • . • • • • r . • . • • • • • .. .. .. .. , • • • • • •:.•.:•.•_ ' ..••r ' _«_..w•.... ..«.« _ . •".r..y}, • . . • • • . , • . . . . . . . . . . . . . . . . • • . I ..._.«.«««....... «r._...._.r._.......«..• w.«.•.•w«r.....•...«-. .«.«..•..«...««._..«.w« ««..«,......«........ ...w+..•..•. .—. ...�.•.•n.r•w.. .«.....•...•...«.••.....« •...•._......•._.....w ......-...--,«r•- -- ..�.. . 4 . . .N •. . • . . . . . . . . . . . . • • • . • • . . . •1. . . . . . . . . . . • • • •.: ,;. ? 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G : : : . . : : : , : : : : . . . . . . . . . : : : : : : : • : : : : : : : : : : . : : : : : : : • : • . . ' : . : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . lit. . . . . . . . . , , . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . • . . . . . • • • • • . . . . . . . . . . • . . I . . . : . • t , . . • • : : : : : : : : : : : : . . . . : . . . . `. . • • • • . . . . . . . . , . . '�• _ «.«._...-.«.«...«.._ __.«r.«__. ««.... ««..«_ ««_.. __.......w«.«r........... ._.« .._...«.._..._ _._...._ _..«....w..««.. .�..•.«_..r...._ ««....L .«.««t«:...:._:«.�.«««..._ .. «..«............«._. :..._ __..1.__w••..111...... _:� . _..«`... —..«.._r _._«« ..�..._._._ __..._..•..__._«:•�....«.. ....._•_._...-.-«..._._... «•_..._...w•w««_-- ,i- .....w. ...........f.«.«« . ........_......•w..... l w«.... .«..r..««.w«...w..L «... . .w..« _ w ""` 1 C� 11 Z '"� ` ` rdlM�i6h 171t!�Ntwr.� . w rl,ir.+M...�►L1 1{ . A - IF THIS DOCUMENT IS DESS ' I ' ' I � ' ! ' II � I ' � ! � III ili �I �I ' i ' SII II lil IIS III III III � III ill I I III III III III III ' III IIIII41�11�III IIIIIII III Ill III ' I I III III III 1 1 111 III IIIIIIIIIII ' I ! � IIII I r-- '] �` � 9�3 LEGIBLE THAN 'PHIS NOTATION ` I I 1 I 12 I I I I I I I I , I I 1 I I I I , I I �b I I 11 I I l.� OCTOBE_{� 2G .7 L__---"--11---- - - 4L--- ---� -------.b - - 71__ -_� — ✓✓ _�_ _ 1-_ - �,. . .,_ 1 IT IS DUE TO THE QUALITY OF No.3e ®•�.----- ,, THE ORIGINAL DOCUMENT. --- -- - - -�-- — -- - _--- __ - ____-- -_ — __--- F 6Z 8Z LZ 9Z Z 6Z ET, I . 'L TZ Z 8I 81I LT 9I StT � i CT 7,i li I 6 9 L 9 t� E Z I IJ" n I"I I' I � III lllllllll�lllllllllilllllllllllil�lll�llllllilll�lllllllllllllllllllillll�llll�lilllllllllllllll1�1IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IiIIIIII�I!Illlll�l .III IIIIIIIII IIIIIIIIIILI 1III�NIII IIIII � II LII II I IIIIIIIII�I irAMIVA6 r lr��l 'may; (�t ,} tV+ n:•l t. f� �. YID i "�.M T}, Y .t 6 • s.. „ , , . / .,�,,. r': • •. �. •: ,I. ,.1, C' F y f f, d \ I .n .. .. :, i ':. 'l ;.,. J - I: .1 ... ,, .f , a '1. ". � }_• ;�, 1 ' 4 � S.W. PAWIT' HWY. 5CA< : I"- 40' 3WEEF1 2 4" pV,G• Ufa. UP 1l E 12"xG" Mil TEE: w/2- IZ" DUTTEKFL.Y INI j_'rALL. 12" * 2n MPJ I PT " 1 AN 18" AlsOVE C�i�t7UND LEVEL II VALVE e! I-Co"CoA re VALVE CK055 W I2." Z - 4 C , � I?v / :�ALV. P L_U�S t2) �..._.,.... t4Ca T EPd'^• �,,,.... ....,,..._....._...._,_,. __........._..._..__. ..,..,......_...___..,._..__-.___.__•- ____._.__......,.._. .,...--.•..-.......-._-...«.........__...,_,-.-_.w-.-..••_ ._-_..... -----»,.-_._._ -..., _. _-»r.f.....,.f-� 1 4 �,F). r,P, ./• tiw -_ .r,la.. ..,•..Jw� -ft �"�./"•+rw_.,..—.w_„�fwl�,,.�.,.�,rw.M.1.J/Y .w, MI. .►_.�,M. � ,�l•,I.r+.11 .n+Y,.s..w•+.«...r+ Fr Mir ...�.�F.•!!, � .�.. �. •w. � y.n 7 mow/.,.... . +A wi. "r', .'..-rl' """'✓wwiw+. Ufa n.+ ' Ft I =ft _ _ _._..._ _ - ---r _Z- •4 V. _ _. _ _ w ____ __.5,�.._.-. w _ .. _.__ __.•. Ie MJTEE W/ IZ" / p Aj &U`rTEKFLY VAL.'/F- .,� &F& UT I 1 IZIx Ti~E .� PES' • F1Re HYG'RAN ` ��w ,,.L__ __ _ } � INs'rALL I e MJ -REE +; ►ja W.f? STA►J G? W� —.. T�.R.},� •_MM+w.IE!*"M r♦ w�.M fa �� A#a .r• r•.as.bra .Alw r�r a..an a.�r a it a mom a�R a w w eMw.� 1 I E'iUTTERFLY V VE_ � R •' ,` .�"' �, X1 . " 1 "y` \ -INSTALL_ IZ" MJ x Z�`IPT TEE______ _ f f ' I$" oUT l-EPC FLY V LVE r 4 PVC' V G. ` AttC�r 1z uR AT `.�aa�a.r..n IJ 6 1 p I.LJ t Gr7,E.,� Eli;. b';�, N I Z'� i /�" , _ T ' �,w�ataa ..,,,.,w. I - 1 - 4 P. V C• . _ ,,� -rte ..__. ;> (--UT I I r. = ----- �-- - 4 e4 rA VA►UL 5 x > R - —CAD Iz lwrz •) SEND W/THRUST � I � +SRR...a�r�..anw�Ir...uRR..a......a....�s...a. �" „ k�LOCK I / I R R % * EX I STI►.lcx 12.1 [V• '. WATER- MA!t•1 'J Z'„t„•' �•-" LIJ 8Jf MJ 9D• ®Etro I �_ x 8 MJ .I 4 ' ? RCDUCEK SWEEP 3 -4 PVC. DD. UP POLE AND Uj i I w/THRu 5T BLOCK t IS" ACOVE (401 (G.TE ) _-_- F' .-. � J1Q MN.PKM'�1 KOV9+Y � � �[�• • / COORDINATE CONNECTIONS e rials pLA, ,,,,,. „�„� a1VCEA W/ PG.E. G•TE• c.Jw.w.lxl,o :Do«•,ArAcrrr Cr I I N 3TA LL d 6 AT E VALVE PN.O RAOR GMAIN _ r_r— A 4 0 . LF \ - -- - q;: -8 ,� - - I I \ I 4" P,V,C• I .*aco raDDea.uo co-r1e �.e.,,•aa.n+e MAYL �. SANITARY W�EIZ LINE i / V �,• \ { " �" SEE EST I I CONTROL. STRUCTURE MH (SEE 5H7. 2. FOR LOCATION`:) �I-i'S ` FOR STORM DETENTION � K FU . STORM SEWER- PLAN � I FLAN SEE 5HEET Z `� 1 ? FILE SEE. SWEETS :? � 5PETENTION� II 232. /o LLl ��•, / /-- Z- 2 MET E RS 1 \ I.E, IN 2 Z.Co. 4 5 lc- 61 'M MIA ''� /'� i, I / COMPLETE FROM , I.E. OUT 5 r --1 4" P,V.C. - _I_ _ y TEE INCLUDING( G•a! O C7VERFIUW EL.. 2 31 ICS - (PG.E.) �� - tviET'FR 80X 1 - ORI FICE' SIZE Z.�" " `t C •{ / FOR USAN ITAR.`!' SEW -'� r--'"'` ',I • ;� 9 PLAN PROFILE SEE. F_ETS , INSTALL to NI.J. x - C.(� h, ix Z I PT CR05'3 W/Z- 2.. �'�� Z ¢ 1y ( ..._.. Q�`!� �,.. .L1'��'*��i }.- 2 GALV- PL U6r�_) / t „ v� iii r1 J I PV,C. v M» y't• M kit'-� - _'' (G T.E. EL LC7CATIph.IS !� .' _ _- -- - - I I �/4 e / R r� Iic PP.ELJ 11JA RY SE f�V l G:E PApJ _ G -THKU5T bLOCK- / T --'^" ' ) �� Qa, 'P'C C P. Gr- E_) G" VIRE 5E K V ICE -_/ ^I a ., --•~ f. r,r (� , $ i 0 1j r KV-1596rTIVE Ly IJaE.W TRpr�1`>►FRME P 4Fil VAULT ` T OIC Vz W I / -!✓'__.- 1 AJEC C_ 9 W PIlr:!`_ kYDRAr T Ex19TIN4 UTILIT'Y' FwOLaE .�► !.�•" \ r �! R ^ TO BP_ REMOVEv THIS COoJTIZACT 4 4 PVC, F:IMF- "'t-P .ANT UPC IZOO • \O NE:W ME(: 4AWI,1 !s. ,, L. J C71 NT 'd't�.rc. —. •` � /- ��1.� •'•°'� N�V✓ P.E- ,c I�.J .AD.m,'I�TIGrc.. �— W 1E W e.R A T Tr. VA L_VF_ a ' RIM '3�. S .,�'�' ,; .•* -. � � Ole* �' • �E CrJORUINATE SIZE AND ENTRY LOCATtUNS ,_ ; ,\yj Y.� t�iE_v�' M. 1. PSENp WITH VE51GhJ -E3UILD , i.E. 234. 5O ,,r" r Y ELECTRICAL CONTRACTOR. +�"""°"'°"'W"�'�""�"" RELt�C'ATECa !.;' 'Wfi.TEFZUAIE ly 7. D 7 4 r M. rw� OM T El _ E v T WATER r1 �r.� fr.. , +l.t.�.' ......1.a,rww..faa...w1.... E X I S"r !'�I;) 1 L 1,44,,47-e-!2, kAA 11.1 ' `"�•...., °.!� G- S RSC ltNl Plil t I, </ 40 I�------ NEV, VVATEIZ LINE I 1 . Notify Tigard Mater District prior to co�znc ing construction. All curbs east � size be Installed prior to installing water gains. - 9ATL .rarr•,an"raa.rr.MawY•.� NE�° (," � CONDUIT +1UL' II 1",t$YO �i 2. All work shall be fn accordance with A.W.Awi9.A. .standards . - ---- ' 0D' 3. All work wi l i be 'me ted and approved by Tigard Mater District .•"• DRNNN BY: •' 4. l ire hydrant eu sembly coarsigtS of 8" or b" Ma;i` x g" Flq. t9e., 6" F19 cute valve, 6"` NEW 6r E CON T i l/ ""• --- ; - 4" PV C Fig X FIg spo ; ,, and Pec if is States f ire hydrant R Si" MVO, 3-pori. (2-2#° NS? has,e ..,,...».........r..........,. • ! 1 roRmctig��s , I - 4** Fus"r) , g" f11,1 connections, a#" pert Opr Nut, open left , CK10 BY: Color: y~t1 tayw', traffic Model . . . -+•• �1�-�+��...,...I!�STAL.L MECHANICAL- UOIKJ"r �?►OLIC) S. Fire hydVnt shall be installed upon a pre-ftw-raled concrete bock with 18 rabic Sl. ariEwE CQL1Dl INfai r _ , 1� yir�: of crushed 1j" &&in rock . Tar paper will be l hid on top of drain rock # r tPRIVATE 3TC�RM SF WIPER Gt'.NEAtL REVI51011) ,.' to separate rock from earth cover ., ti. Poland concrete thrustblocks at. lease. 0 square feet, of bearing surface at, each t,, � I L'0.87 G� L.K s (G.T,E.) tit. Bernd, and blear-gaff location. ; a Rfv�whTCtt ELEc,a1, 8" MJ NZ" IP•r TE!_ W/ r w w ® CAII IbKSaN hIE LINES 10-2787 G.L.K. !. 36 of 3/4 sifts gravel cover for all mains. i �F .., Z" �,ALV. P 1.IJG ' to" EWE SERVICE % 8, Ail sanitary sewer lines 10' laterally or 3' vertically of water mains shall � 0 VbG1TIER METi.R .,,� _ 1r 1-4 PV.C. " ` - 8"MJxFLG. TEE W/8" MJ xFLG. r' be encased to tpncretR 6 thick 10 frlfa� crossing. Mlaera► cr ssinrls are nrC!ssar'y, P_ UTTER I_Y VALVE (PG � ) they awat be made at alpgront"tely 90' with at least 18" separation below water . aRAMIkIlty I ,ia'NG INCI�aaQaAT f \ 1911', ALL RIQPnli RISlRVID a� 7 line. Pkins sh#I t be tested at 150 Iasi For' 1 hour . Static pressure " 95 psi T Pressure- � E�,LITTERFLY VAt~VF. I-a'" P,Yr_. r re*cing valve will be requirtd at trach meter location, installed by Tigard > ' (GTE) - -*� ;" 3R � i I I%° Ta,� � �►.t+ ARM Iw►� .0 71 It N � 1'1x11 Mr D''str ict. rl 9Rtlat1v�eo ` Ki,avrtR 1 1C. All fittingswill be c. rrt- llna!!ci . 0000 A ANY R,AO 11141 THPLI`� ,al-►+ TN NrRItTaIw ! ` ` '«• . n 11 . Tigard Water District will Install all copper services prior to blaacktopping 1,O„ ,o;, 31. • \ ''+.••w•• , ` RIM 23`3 `, _. of str`ee'ts. Maters will be i"stvlled by the district upon individual request Printed - '� I.E., Z132.46) qr _ _. '•s...�r _ _._. ._.__ _ _ _ 17. . Upe'n CompirtJost of instal lAtion to�ntractor gill adviser T1lp o totsI c.onstructto" , MJx1=LG GATE VALVE + OCTUCT Q� carts tr,� whlt:li will be aldda>NI YO>X sur.. district inspectlans, welter loss , c�tcerhat'alai, .'`• _ -8" MJ %�" FLG. CPrO5S alniNrinistration, salgling, etc.. &awl 'S for 0"'I r Wring and review includloq MACKENZIE ENGINEFRiNG 8"MJ 909 15END W/ `�``' .., i patrNlits, "a:••built" drawings, inters tim maps, orta�. INCORPORATED <" I' TNFct15T f5LOCK • '. ; r -- 4 8" MJ x9" IFT _fFE W/•�" GALV. PLUG. _ .- _+Q4� 4 4 u y I i` --_UPC IZOO J� �t ,T ) .y „ • , � I y (G E � f u+i'. S; '• t'4, 3 , YLs eii, _ vC !^qqi e • .� mdalY/1+nM..,w,w1w... ....•r. "-- ...w.r.«......w.u.-.aw.r....-.:+:._ 1 ' . ! IF THIS Dc)':;UMEN'T' IS LESS I � II , � II � , I � � I , Ii � l �i � i1 I I I �Ii I�III � i �i � ili � i i � ili �llllil , I � I � I � IIIIII�III Ili i � 1111111 1 1r11lIIIlIIII�I !�IIIIIIIIIII I � IIIIIIIII I +I I�III � III � IIII1 � IIIIIII �III OCTOBER 26 1993 LEGIBLE THAN THIS NO'T'ATION, ] � � 4 � � II II � I g � �o IT IS DUE TO THE QUALITY OF Np.,e THE ORIGINAL DOCUMENT. - --- _-- -- _- -- — -- __-. - -- -- _ 8 6�Z P BZ ill,, , JIIIItl £ Z11111111', IV711111JI011 ZoriBLT 9I ll li 7,11"1111 tl l�i ( iI��►�� ,�� II�IIiI llil�llll i��1�1�� ►� Ilillllllll llll�li�. IIII IIII III1�1III IIII � I IIII,� IIICITIT11111�11211: �� !III Illllllli 1111 IIIIll�►111111 IIII IIII�I�iI �� IIII.UI ��►�� IIII,IIIIIIII. Illl�lllliIIIIINiIi =4 a, 'si.', J,u4. , , '�F" �7 �r r , ipp-�, ,�` •,'h ,, _. _.e• ...._... .._._-.._...-.-vf....,_.rn.+•M....._._W.r..._...,_.......-.._..._._.... 16 HlCvHWA w _...___. _ ._ _ .______. 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ZO GS, +FI i Ibo° F - 7 :,TA7'1 �_.�IG` -12, @IKE _------ I RACK �(� o i �� RC-.Gt'CJ 4AMC"J�►imr Wks 7cf, 202 y�, N Y io �' NC 1 •, H G � i.4� _.,.....,......._....-._.,moi (5�� , _ - Gd E.T A 1 N!,► 1:� L-A N r.'''�c.A F"I N E3 I'i'2 n V 117 t�ID �y4,i(o 51'.0 �� .) tQ ,Pd.9 CA 1:'1-(2-y 1 40t 7 o ' 1 4 4, too�; / 400 z ' 3+ 't(1r ___ � . .. j ,�7.�.:. .� i aT 5 ,9,'Slo / 100 �a i - _. f-,j-T °,,�� .,� ��n 4841 ° 4.00 � 1.2 , � Y1 '�• � '! .T YP /� �,14M7 fr -T LJ R.M I_ F_^5 . _L_r� o 1R� �'r�l�✓t tie D i Ar I +1 aC lz 2 i ��RA`/i N V lst,l 4 I r i ��a d1 Ca f*A,5 e "> d Ntl1 R i ( 3 0 , Irk z ; 1 17'..�0`�trx' I N r7' ., �i f� � i•�ti ::td ZP� X171 x 2t� y ,l �. 2. _ ,, - r I Tg - T Y{. - I N I 1 1 -•—y aoJV n X ��t g D 1 51 T t. PL-A N 3D3 I I I i b ` _ r�`, j r, 17AC,►t _ _..___ ,� S iJTa V �Po"•'!T'S �iv•J • ' �1 �... .."'....""`• A +, , � ,•. �,t\f ; r) �1 "n •J) 1 4i /C I/�,i t.+wl 4 1 _ ( p 1 Q ` v' \ , � •>� -- �-,,T •F f i CD r _Q b ,�' ►� a, y `- r► 51 I" 2E F v 12 t�NCG t= + 4 y I 4 4- A d 4 W ,., ^"".- ,",--'' .9 rr \�� A 1 Ln W �_.� :: _, w. r: 1�L ✓ , �•A, + �r 4 rt 1r0' rM� � j '� /'� (O I� d" zi o A F 0 ~ Z > I-z' �64 W.-f- WAc4e a. 0 I 1'-O"cz AT- PA`,)I-r,7 file MP;. �9, ` , ! L11 a i� Uj f Uj 17 1 *so, �e`�"' d 10 0 L1_ U5 ul Uj QaaZ z I_"I N r�.�f�i P��iJT i/�L _'R O iZ(�( 06 p,E pr4\,, l©EG WITH FF-N(,F 'S�RP�'►.iitiac� 2 z (d z Q '' � E3:.Ir=F"FRED A� i�.Fc�U':f2Ef?. j ) X. ,: �� W Cr JJ ` ,✓ \� ate. J: C>ONIRAC`IOR'1�0 tiCQUIRC PT.IZMiT AND 1 NSTA11 S ITC L1GI TT1 NC 1+�5 TUL.1.t)LJ`,' Z � w W z I I t1J C1 W ►� 1n C' r ._ i4-Jrrr�r5� Ci�C. 41_wtEb�'s- Cy4' "' 1.' cc I t , p c,rt_r7ltvrar vwr•+'�► ----*►, nr ° ,' �' � Poles to be wired from fixture to lwundhole in pole base. Each fixture on twin tj = O M fixture poles ro be wired i -ldepemdent l y of tha other. �.�pe wire ends and i.rxlic�atc G c� rx p whether "house side" or "mad s(-cle" f ixcure. ccAt ac d z i O Exterwl conduit and wire from poles to ixli.lilir�gs. Provide 1".�' x 23" x 15" deep � handhole. Utility Vault Co. 411324-12B (Grey) . Mount vault flush in sidewalk up U_ CrlhYt1' Yo . ,„ ._ 1 M ti-ght r_u Inctiding. a- t r - ) �� 1 TY�'.t' :°llO h/hl tF" `}.....� %' Liplit Fixtures: 'te l �` t% .I �° °° SA Hain 400 wat high pressure sodium parking lot fixture with 400 watt � 'r � .9 W 1 Q �t'tr i �, -� _..-____ -•_---__-- - E'... ,��,n@ r •�0� }i.P.S. tAmp, 208 volt, 'I` rpe Ill Distri1xition n�ownted on 35 ft. concrete pole.6ra — ' 1 v ( bininai-re: Gardco JAM3208 400 NPS BRP _. .. -- Z y, tLJ __� - ` ,.< Kim I'LtcG Series 0 r ` �;• , -- R TA.ININCs Pole: GrntreconM1E1Q-10 �� W Base: Utility Vault: Co. #24VLB--7 "Sli" Same as Type "5A'' except �l i�gl.e l t.rnl rw i rc. 5t1ETcT _ N. +Q WAY 135CY-) "IGH 5HF_I..L_ LINL.Y THIS , , � Illtl � { i iItIIII ill Ill 111II1IIi 11111 1 IIIIIII � IIIIII11111i'11111IIIlllllli 'i' I F PHIS DOCUMENT I S LESS I I I I I I I I I I I I I i I I III 14 t GCTCI3CR 26 9 ' __ 1_ l LEGIBLE THAN TIiIS NOTATION, IT IS DOE TO THE QUALITY OF _ N0.3e THE ORIGINAL. 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