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10362 SW MCDONALD STREET-1 (2) PROPOSED EDGE i 2 CLASS " C A 7 Of �NOU�pER 4" 2"- 0 PROPOSED EDGE ,� SLOPE 1�R IE S OF PAJE ME M Xis1 . e" is"- _� � a xs�sr� a8" � I vVATER MAINS S MAINS . EXIST. LATCH BASIN STA_ 0+00 PLANNING 4 t d a r SCALE . I = 2 p 1 OP GRATE 271.1 I.E. 268.9 CI'°IL ENGINECRING ' o I I ' SURVEYINGat �` o r c. 40' IIlk r, 50 o- J W a TYPICAL .>ECT ION I F S1 A. 0+ l� TURNAPOUND ( 3)648-4061 �' -j _ N 1 ° 19 I 0 0 " E —_ _— L 2R. 0 _ 110 ,. k 4 A.0 DRIVEWAY F H��BBORU,ORp79jg� JAMES F. NIMS, PE ^ ; I z 2 6 8 . 3 5 _ I' I PROFESSIONAL ENGINEER ...- ` I -O G O I1 II 1 N 2" I,s I I 3 , PROPOSED EDGE 2/4STANDARD CURB OF SMOULDER(It PROPOSED EDGE iv ,I n CS 301 i SLOPE VARIES PAVEMENT (., /1 q2 1 CSD 'I ,I O /JI=/rl=llJ- -2% SL -2X SL = 1,1=Jir j I017 FINISH FLOOR E L F V A T I ON - 284. 5 w I' D --' - • ' = _ `.- 1 11 II I �, Y1INIMUM Sl_uf'E MINIMl1M SI-OPE 1 1 L CATCH BAGIN TA. 1+79 n 1 II c 1 f - 30'�_ 22 %-- PGR 4- I I I W w o I `" 3 4Q` ATE 261.3 ��, / II V1 z I �� TYPICAL. SECTION 1 v 1 x GRAVEL DRIVEWAY _ X37 0 1 °�� N� II II TYPICAL DRIVEWAY SECTION I � � 0 m I I 11 f T1 o O ._____ STA`�?0 PROFILE 1�,� I 11 _ TSTA. 0+0 TURNAROUND NU GALE '"' PROPOSEu EDGE �' Q,� ; , I 11 I _..� CATCH BASIN Sl A 0+82 TYPICAL PLAN OF SMOULDER PROPO°ED EDGE °D i♦ I II TOP GRATE 274.31 A.C. OR GRAVEL DRIVEWAY of PAVEMENT 283.5 Z �•� � ' II SLOPE VARIES PROFILE LINE I 1 / 4 -�— -- -- - �f (r M �' S 1' 19' 00" W �- 's - - - - 'TA `1 4 00 * NOTE f� *UNLESS OTHERWISE NOTED Gq .10% � - C_ PROFILE LINE EXCEPTION WHEN DRIVEWAY PASSES - - cv I II THE TURNAROUND, THEN SLOPE IS - - — _- II II a S.W. Mc. DONALD ST, REVERSED TO ALLOW DPAINAGE ♦ ONSI . `% INTL RETENTION FACILITY. 6 S I ° 19 00 " W 209. 9 9 ' 11 �r # 1V I.R. '�-I`— 4 e ��A„� Tic ' TYPIUL SECTION EL 279.2 \11 11�-�"" TEMPO[ R Y 20' Rf- �' ALTERNATE EDGcTPA v M E N T +II 11 �bf �� i° w I Z5779 ��'Z�b� WASHINGTON COUNTY DRIVEWAY DETAILS FOR z NO ��; • DEPARTMENT OF' LAND USE ,_ w � .11a N 6 A.ND TP,ANSPORIATION N0 - CUR BED ARI_ A �� _ 6 4 m c1 � �, ✓9 OV 4' \9 1 290 u O C) — _ N X �F$ F• N� DATE CIVIL ENGINEER ��WN _ APWA NO WASt COUNTY NO -- _ -15 NONE 230 0 - r- u _ 4 Z N � CL:IT. a a o a u � F- r- Lu m m a O n- Y 0 T O Z 280 ---- - - _ _ _ %' , G R O a �� 280- T ORbi EWER _ d N X F- w y - _ w u: - 82 L F 8" DVC ST RM SEWEk -_ 270 ---- _ -, _ E_L 292 - - �'EiS - ---- L' 00, = 270 -- -- I 260 — ------ - 2+00 -- -- -- I+0 0 __ - __ ----- -- — 260 0+00 STORM SEWER PROFILE SCALES I" - 20' HORZ. I" 10' VERT. - - EDGE OF BUILDING 0 ! Z IOP OF GRATE f O5 90 > U ,SIDEWALK EL. 281.3 MINIMUM -- - _...__- _ - _----- ---- a C) FREEBOARD - --- - ------- - ----- PAVEMENT W Z c - —a.. co N a 7 m c4 01 , ___.__ SLOPE \ a p O , vARIE:, SLOPE VARIES r 2 8`5 w FLOG ELEVATION 284.50 U, �4 *a N F -�- — -�� J -- � tL— . I � I • J Q c - -- 285 - �- - _ - --- 1MUM L O E- --- ��• M 1 N SL p C1- _ UJ - ---— = O F L - - - -_ , - _ - - V z _ - - - _ j O t, TOOTING DRAIN 280 z �► - _ - n MINIMUM .- 280 �, y a PAVI G TURNAROI ND ____� - '� , �� / CONTROL ORIFICE N u- CATG BASIN `5' C - CATCH BASIN © TOP RATE 281.3 ``� i SIZE D= 142 INCHES / 5. Z \ 275 w CITY OF T IGA D -- — — _ A T U M 1987 ---- — -- _ N �, _ _ ._._. ?_7 5 v 0 BM ON THE N.E. OLI_Ak LT OF FIRE HY RANT STORM L . TED103r AT THE INMc a O _' W A T h R W. 103rd AND S. McDUNALO I fh J 0 4 DETENTION SYSTEM Q M EL 282 5 270 r1 et v) n' Ni) SCALE SECTION A + 00 2 + 00 - I + OU 04- 00 DRIVEWAY_ PROFILE SCALES I'I 20 ' HORZ I" = 5 I VERT WASHINGTON / CLACKAMAS COUNTIES _ � �-�'' DESIGNED IJF-N L�aN!1 DEVELOPMENT CONSULTANTS ---- ' '"`" P A R T I N 8� H ILL S H E E T ALCOHOL GETUX IF IGAT t0N FACT_ IT IES _ _ _____- ----- . --_. - .-_ ____ � U. ____ - - STORM SEWER - DRAWN f'I�H CIVIL ENGINEERING LAND SU RVE'YI`�iG PLANNING 0 I 62 S.W. 11Ic1tiCINALD �� rf<EET - - IGARD, OREGON _ --- __._____.-- �._— _ CHECKED IFN 209 N.E. LINCOLN STP ET a 209 N. E . LINCOLN STREET - . Ir 0 F -- H I LLSBORO , OR 97124 PAVING PLAN 1 . . PERMIT NO. 281-88 DATE 1/27/88 HILL SQORO, OREGON 9 7 1 2 4 N0. - REVISION DATE BY PROJECT NO. 0559 PHONE ( 503 ) 64-8 - 4061 P �� . NO . 640 - 1216 R I ,•. w•..... ... rm ay •rc�._ __ .- . . ( f 1 ., ) 1 t � 1 1111111, f I (��..Ill 1 I I♦�-I , I t 1 I I �� 11 111 I I'1 1 1 1 1 1 1 1 I 1 F11 III JillI ) ( I I I I I I 11 111 111 111 111 111 111 111 111 III 111 111 111 111 ill tll 111 111 111 11► 111 111 r ) 1 1 ►� � I I I 1 � I I I � I . � I .I I I I I I I � t I t 1 t I Jill t I l I t i t .w _._ _ 1 2 - 3 4 5 6 7 ® 9 10 11 12 NOTE: IF THIS MICROFILMED r"� � . . DRAWING IS LESS CLEAR THAN � THIS NOTICEr'IT IS DUE TO QIALITY OF THE ORIGINAL DRAWING. --- I Z I 11 01 6 9 1. 9 S U E Z 1 m"w OE Q2 Bc LZ 9Z SZ fZ EZ ZZ I� Isl BI LI 91 sl fl •, ,rd°`"'+��' "' ' �HI1i111t1111I111111111I111111H1I111t11t1111111111ItI11N11UE1111111r�1g1111t�EN1/Hh1 , ti1f111111iMN�11�111111 'INIIfIf11111111UII11�IIIlIIINI1111�111��IIIIIIlI11111111111111111111)Jl1U�111W11�UIlIUl11�111�111 -- -. MARCH 301992 . : .s ♦ ��� 1 � : C'�4a"'ar9 � I Cid PROPOSED 11DDE i ` Y a 2"CLA *$-C-- $ C •'��] OF-smouk QtR_ !I 4'4' �/0� ►ROPOSEG ED _''" E SLOi L. WL It 5 � PAS MEW EXIST. 8" B IF" EXIST 4" 8 8" �r` WATER MAINS GAS MAINS O � -_ w y W m I vo rL P L A N r- o _ o EXIST CATCH BASIN STA 0 a n o 0 SCALE 1" = 2 0' i 1 OP GRATE 271.1 I.E. 2 ar c 0 W „� � _ N TYPICAL ':' ECT ION fj STA. 0.72 TURNAROUND R I Ir- { I t A C . DRIVEWAY fv f " 19 ' 0 0 E. 2 6 8 . 3 5 U7 U R I V L W A Fl 2?4 i PROPOSED EDGE i '„ 3+4r O OF SHOULDER ` -- STANDARD CORN a {__ _� ----�- -- PROPP6') EDGE u n CS-301 -1-- - -- v �WPE`VARIES A Q 0 /Ir -��r=/�r= 2% S _2% SL -` . I _- 2' c0 1 I- - . . z Ell: FINISH FLOOR E L. E VAT 1 ON = 284. 5 ' MINIMUM SLOP[ MINIMUM sI.OPE ;.18,3.5 � t II 11 < CID - +\�TAPCGRAAEIN281 3 I ,' ; II 11 I �¢ TYPICAL SECTIL�N 30 . `�,. --� I = 4 GRAVEL DRIVI! T --- �� ► "C•;� TYPICAL DRIVEWAY SECTION II - I o I 1 ST�A`.I+',0 PROFILE I m PROPOSED EDGE ` ,� __ NO scALE TYPICAL PLAN of SHOULDER O d TA. 0.0 TURNAROUND / li _ i _-- � , p � a, -r - -`�, � I � CATCH BASIN SlA O+B2 — I - ` PROPOSED EDGE TOP GRATE 274,31 pr PAVEMENT A•C OR GRAVEL DRIVEWAY , 111 I _ SLOPE VARIES 4 Z , , P R 0 F ' L E L 1 N E ' - I , � ' '' �1 » NOTE -' . .o k r � - - - - S I' 19' 00 W 1 3TA 0 + O 0 - *UNLES-, OTHERWISE NOT(. : � GR _ I P ROF I LE L I N E EXCEPTION WHEN DRIVEWAY PASSES -- N3 .' THE TURNAROUND, THEN SLOPE IS II 81 S.W Mc DONALD ST REVERSED TO ALLOW DRAINAGE _ -- ', 1j INTO RETENTION FACILITY. SO •� _ S I 19 00 " W 20 9. 9 9 ' I.R. r+ _---_._� TYPICAL SECTION EL 279.2 �11 II I _-_ -' IEMPORARI 2O' RADE ALTERNATE I OD I M E_X I S T I I I I 4' 1 EDGE PA�'rMENT -----I M I I II WASHINGTON COUNTY a I DRIVEWAY DETAILS FOR m �� � E _ < Z N0 f—�,,�,� DEPARTMENT OF LAND USE = a — AND TRANSPORTATION NON - CURBED AREAS < w(D - `; on = � o NX 1 29� -- �_ - c� N ww f] / �ID�AT�E 1j/,,CII�VIL ENGINEER L?AWh APWA NC- WAS+t COUKTY NC ------- r �, 2�O 1 1!Sc._ SZ�1"..� �T '` �-b5 N .� E CSW-205 Q + 1� Q Z 4 D - N O F a) v� cX Z IQh' r a of F- I-LLJ Q u! m 0 p m cn- I Y o z_ 2 E3 U ---.__ - -- » _ _ 1 .■; I --_ - z I '\j --- — _ Q �. -Ij 09 28- 0 V C STORM i I4 'EW E� Rpn v, Q �� ER > ,E x 11 "Cµ A ,l` rep_IVC LLJ .R. I R. 270N - - 70 Z) Y, / E L 292.2 -- -- c L2 8 8.1 I _- , ._ - 1 I PZ OIL 0 JC 60 2+00 I+0 0 ___ _ __ __ — 260 O+00 STORM SEWER PROFILE SCALES i" = 20' HORZ. = 10' VERT. --- EDGE OF BUILDING i I o I z IOP 0r GRA-IF 0 g y 'o SIDEWALK F1 291.3 � MINIMUM 2 C --- a i 2 9 Z FREEBOARD ---- � `nI w z -- �_.__ PAVEMENT - (10 LJ CO N � 1- 0 G _�SL___J VARIEc \ 1i N Q O h aD r r \ SLOPE VARI E S -� O N = �, ,, S /tl f c w ` �^ �•.� V -- (i 2 ,.� __ FLOG ELEVATION 284.50 - _ -2• - - a --- - - - - 2 8 5 _.�._ [______� SL OPE — 2 w - ____ . I �, ,I _ _ - ? rn+ z FOOTING DRAIN r~ SL 0 o 2' MINIMUM - 4 ' PIPiq/ U 280 l i N, ►'� a PAVI G TURNARO ND _ ✓ `' - - _ -. - - ' /�/� - ��� /9 . �'(J/(_T /1lY�L/�.E' �/>liJtL b'4 CONTROL ORIFICE �` U N U- CATC BASIN 25' V C. '/C) , CATCH BASIN SIZE D= 1.42 INCISES a TOP RATE 281.3 L., /; '2 5� ti C j�i�UC//I>FL� ?L') e_lr)" 1-ne /SLG �G1✓O.E'•t_ (n 2 7 \�� 11 (5rnie��I / s/,��c% sr -r' CTC , 11w rM&1 ��- CITY 0 F T I G A D -- - �_ - -- 2 7 5 -- ATUM 1987 BM ON THE WE COLLAR + UOLL 8 1-1 OF FIRE H RANT r !� l GATED AT THE INTX. Q Q + � ���� G C�.t/T�''Dl. S sqt G ,B"� 77K��- S T .�R M WATER ,K� �`� o �� O o ' ~-►� 5 W 103rd AND S. McDONALO � `�',�j�/T F- 270 M FL, 282.5 d 7 ccs,t.�r s T �r DETENTION SYSTEM - LL f Q _ �- 2 0 /�A��c ��v i�r 44.e. 77/1'/C`•.�' , /.9 T 0 U � i(/4 T//Y7c' •�'/��+t-C. 77�t�"" .�ta,•�� �'F= NO SCA 1 f � W V � _........... - 1.7�/, .C1ra '� 0� 3 + 00 2 � OC) 4- 00 04- 00 SECTION A - A �' y, DR I V E W A Y PROFILE ,e/aye «'•'�M�-��',A' 7 %" cz� s '�J�''�'�- s �c a hoc v� coAlor- . i r:5 rn� SCALES 1" = 20 ' H O Fi Z �T T �'14��� Off" �r/�9 Y 7E'. �>,�E .i>.sC-C_s I __. I' - 5 ' VERT ,�,� _ 9 ��?/ �1rYr, sn7isF 7-1c�/. WASHINGTON � G _—_. __ __- D� s IGNED LAND DEVELOPMENT CONSULTANTS INC % �`� , INS r?y P /'a RSHEET l_.ACKAMAS GnUN I IEa ' " l `f`� T i N HIL L ALCOHOL DETOX IF ICAT IGN FACILITIES _ -- - __ _ - ------ DRAWN I>�N - - _ _-- --- ;� `' 41 g, F,� z'- o STORM10362 S W. McDONALD CIVIL ENGINEERING LAND SURVEYING PLANNING SEWER & I -- CHECKED U. 209 N. E . LINCOLN STREET TIGARD, OREGr)N - _. _ __ _.._. _.._�_-- __ ___ _-- FN 209 N.E. LINCOLN STREET w 0 F OREGONPAV �" e••• U6 19, H I LLS 6 0 R 0 OR 1`971 24 I NG DATE 127/88 H I LL S80R0, OREGON 9 7 1 2 4 ,; �. . N0. REVISION- DATE BY PROJECT NO PHONE ( 503 ) 64th - 4061 PH . NO . 640 1216 3 1 1 I I 1 1 1 1 1 Jill ,., I I11111I' ISI 11 1 1 1 t f � '111111f1Ir11111 IIII lir 1 1 1 1 1 1 I I I i I I I I 11111 c 1{'� Ijl III I1 r 1 1 1 W NOTE; IF THIS MICROFILMED - - 2 3 4 5 6 7 e 9 10 11 " DRAWING IS LESS CLEAR THAN + 1 THIS NOTICirI'-TT IS DUE TO t J}IE .QUALITY OF THE ORIGINAL + ^ DRAW ING. --- - -—- OE 6z •z Lz 9z sz 1►z EZ Zz IZ oz 811 91 L1 911 s1 b1 c ?I 11 o1 -�---d'-••-,-. Y [ 0 s ti c z I0111�" + 6"11111IluuluulluIIifif illIIIlml�lula111�ItIlltllllua) Nmlltl�ll}IInf+111uIh1H,1tf11f{9ull�htq�ip�•1WI11Int11uulttll�uli�uultnibtultnU111N1YYUulunllu1111u111uhlll 111�t1 11 - . .. w.. __ ....•.. _ _ _.._.•.... A MARCH 30 19 9 2 I i 2 ' an. f I-R 4 ;�• try � . �Y iry 74 A kr, 7 � y e �'�''t a ,°F ¢ P:.;�� w' .4,I �jT �1�p•,�'t�i� .�.1�:� e'� I,` z �,�"� ,�, j'���'- '�.i:,f W. dr.;fy Ix,�,S;o� �l�ia�"7�•,:;�f� ��s'�r'9. �y. ^ A i a1 I c t s "} > �'� J} 740: ,� p ,?.f�•tf' � 4n� i•:'!� t V1 Z k s M i44 f fir I^� pM DI a ff MSN OF T j�Si4 March 27, 1989 OR Centrex Construction Co. 12900 SW Pacific Hwy. Tigard, OR 97223 Re: Bond No. 811964-88 (Street OFening Permit No. 281-88) Dear Mr_. dead, This is to notify you that all public improvement work for the SW McDonald Street Detoxification Center is now complete and satisfactory. Therefore, the City of Tigard, Oregon, herein acknowledges that the street and sewer work assurance bond obligation is void. Sincerely, Randall Wooley City Engineer :11h cc: International Fidelity Ins. Co. c/o The Bond Experts PO Box 12729 Portland, OR 97212 13125 SW(kill Blvd.,P.O.Box 2.3397,Tigard,Oregon 97223 (503)639-4171 -- CIT TI RD March 21, 1989 OREGON Centrex Construction Co. 12900 SW Pacific Hwy. Tigard, OR 97223 Res Stic-et Opening Permit No. 281-88 (10362 SW McDonald St. ) We are unable to accept your recent submittal of the As-Built drawings due to incorrect information. The attached revision should help with the correct information. P1eane rovise and re submit. Call me if you have any questions. Sincerely, / &Y10 Michael Mille Construction Inspa for - y- \ j l h % �\ enclosure l ~ i .3 I. f ►^�� 13125 SW Hall Blvd.,F1.0.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- —._— CENTREX CONSTF 'TION INCORPORATty C 12900 SW Pacific Hwy. Suite C TIGARD, OREGON 97223 --- ----- DArE JO■ NO (503) 1684.0443 AT7ENT IO N e - - y T� RE RECE VM — v- �� � --- �riy D�wlple"•1 — __ —_ WE ARE SENDING YOU i I Attached Under separate cover the following items: EJ Shop drawings 'flints ❑ Plana F1 camnloc SnPrifiratinns ❑ Copy of letter 1,-I Charge order ❑ i� ��rf m q_c - __1 COPIES DATE NO. DESCRIPTION C NEC �C?R /"c C U�/�r �� ►itJ �l LCb Cl THESE ARE TRANSMITTED as checked below For approval Approved as submitted El Resubmit _-copies for approval Llfor your use Approved as noted ❑ Submit_. copies for distribution Ll As requested Returned for corrections ❑ Return corrected prints ❑ For review and comment ---- ❑ FOR BIDS DUE __19 . ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS - — COPY TO \ ) SIGNED: +aO1 I Mf ,N*iiil!JMt.tkaa.IMa O14PI It enCloaurea are not as noted, kindly notify us of once. CITY OF TINA RD March 9, 1989 OREGON International Fidelity Insurance Co. c/o The Bond Experts .Attu: Patricia Kitchen PO Box 12729 Portland, OR 97212 Re: Bond No. 811964-88 (Street opening Permit 0181-88) Dear Patricia, This is sent to notify you that not all requirements have been met under the provisions of said permit and bond. Therefore, as stipulated by verbiage of the bond, it shall remain in full force and effect. Sincerely, John S. Hagman Engineering Technician jlh/IFIL enclosures(3) 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 91223 (503)639-4171 -- ---- ----- ---- NpV FIDELITY INSUV4. coO Home Office: i• COMMERCE STREET 4 !"�` ~f NEWARK. N. J. 07101 (201) 624-7200 MARCH 1, 1989 RECEIVED CITY OF TIGA'RD MAR 7 1989 P.7. BOX 23397 TIGARD, OR 97223 cab NOTICE OF CANCELLATION Notice is hereby given that the policy or bond designated herein is cancelled in accordance with its terms , such cancellation to be effective on the date set forth herein, at the hour on which such policy or bond became effective or at such other hour, if any, specified in the cancellation provisions of such policy or bond. The provisions of the policy or bond respecting premium adjustment upon cancellation are applicable. Insured or Principal Name or Producer CENTREX CONSTRUCTION INCORPORATED THE BOND EXPERTS Bond Number Renewal Carttficate Bond effective Date 811964-88 -0- 2-16-88 arned Premium Return Premium Reason for Cancellation ue Company Due Assured a non-payment other -�- -0- NO LONGER NEEDS INTERNATIONAL FIDELITY INSURANCE CO. Office issuing Cancellation Date Issued Cancellation Effective THE BOND EXPERTFZ P.O. BOX 12729 3-1-89 4-1-89 503-284-2029 B J A= Authorized ReprVs ntative PATRICIA T. KITCHEN,ATTORNEY-IN-FACT C)pICiIFJr•! CITYOF TIFARD OREGON December 30, 1983 Centrex Construction Co. 12900 S.W. Pacific Hwy. Tigard, OR 97223 Re: Street Opening Permit No. 281-88 (10362 SW McDonald St.) Gentlemen: Upon receipt of an as-built mylar from your engineer, illustrating the work performed within the right-of-way of S.W. McDonald Street, I will authorize release of your assurance bond. Sincerely, John S. Hagman Engineering Technician 13125 SW Hall Blvd,P.O.Box 23397,Tigard,Oregon 97223 (,503)639-4171 --- — - We e C. 7'�/"^t- � i e- aZ7c�I,i��'�� ���� ll�nuc �� � 1��/'�� 8 W�'l�n��.►� �S� �l S�►o�� K�1 b�N C��.E 1 _. 711 ili'� i 7't�M�� �11Nti1Kv "iµs.uti ice^i✓" � �� , 111 /-b4IS. 4tfo� too Flt-l� AexC �L11P VN' N. I C' i W�YEON AVE. PORTLAND,OR 97210 (503)224-2000 in Portland • (206)695-9034 in Mancouver APPLICATION - STREET IMPROV (YELL�%IENT/EXCAVATION COPY TO: ORDINA .E NO 74 14 .) FILE (YELLOW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) 11", (PINK)-OTHER AGENCY13ldg, (BLUE)-APPLICANT APPROVED }; APPLICATION NO.: 311 NOT APPRC VIED CITY Y ON TIGARD, OREGON FEE AMT. $-_ 120.95� _ PENDING FEE PMT. ] CITY I{ALL RECEIPT ---zg6pI PENDING SECURITY i] PUBLIC WORKS DEPA R TMEN T BY - DATE 7- L11 .1 PENDING AGENCY 'OK'' (] Applicdtion and progress Record MAINTENANCE BOND # PENDING INFORMATION L] FOR STREET IMPROVEMENT/EXCAVATION AS ReuuirvFu x - -- ANNUAL. PENDING VARIANCE �I� EXPIRATION DATE _ .VeaY- PERMIT NO . - 1- . DATE ISSUED �?�Zz[ BY (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _- piVEWAY-__-PROACHl_ _SANITARY SEWER AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Centrex construction Co.. _129.0 S.lai�ci f i r _11wy Tj yg�p,L,c1 TOg_ 87223__.,__bg^y' y.^�,y NAFAF. ADDRESS �� - CIYY PH O0 -�--- CONTRACTOR -c,v.. . 3815 coffer Ln. -_--- I w g,__r�A 9'1132 _�25-�fl32"-- NAME AQORESS 17V PHONE PLANS BY Land Develo ne� nt Consultants lnc. 209 N.E. Lincoln St. Hillsboro, OR 97124 648-4061 NAM ADDRESS .". .` -_..-___ CITY -- ON RE-­ ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): f --3023.75 DOLLARS (2) EXCAVATION DATA FOR OFE FICUSE c,IMIN. -- 0.04 x ss 3023.75_= s_120A5 STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS NAME SUF?FACE CUT CUT CUT MATERIAL INSTALLED TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY ITEM DATE REMARKS/TYPE BY STREET QPGNED (she attached p an) R TPI ON Y F(l�C.. ' t'cT• E U l .— lG�l et ESTIMATED STREET OPENING DATE: �_ / g ESTIMATED STREET CLOSING DATE: / / T E STREET 131 SECURITY NCU.j) 4-$8 1SECUR TY AMT: S�Q23„7K _cLpSE_D SURE FY CO.: 'I �s31 �1i2�t�1 Zv�`i-�1zL�� _ FINAL t / .SF 7 �+ e' !/II.•r GE RTIt•F.D CHECK CASH :1 DOND INSPE C. , (4) PLOT PLAN. INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS FEATURES; EXCAVATION LOCATION AND L;CTIENT. ALl work--,hall cam_t-I: t-h? 11 -City -approved plan and to City 1 I 1 I Standards & SpeciLicat:ions. CURB - ' - _ 2) Traffic contcol, is roduir_(-d; .o - ----- �}� Street — _ --. -- -------- _------- be provided for by contractor. tnr - _ _ _ � - .. - _ - - 1 �' i — - --- — - 3) Notify City Inspector (Mike ( Work Area I I Mills #(639-4171) prior to work I � ,-{ I 1 - - (10362 S.W. McDonal )I I _commencement. _.--- (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE_ RIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON TNF: APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE DATE -zz Z alvo 7NoiiL:D)nU-LSNO:) - aid d0 J111O 2�Od C33A02�dd`d w -•-—- 'Y'i7 OL Mdoo W it o ►I. � r h F— a W w > L I1 1� t. l W , `1 U wnwlNlw ..z. w 2 w i�• w ro Z... M O V w_ r 0 CD 0. N O Or ui z Q Z 1� z L � w W cr o r� Q Q c w yujM a s �• o a0A S' r LAJ z C• � �, o 4 N w F- O LAI uj w ; Q 1 Gid, o . Q CITYOF WARD No. 29807 13125 S.W HALL BLVD. P.O. BOX 23397 Date �..� TIGARD,`OR 97223 Name Address Lot BlocklMap SubdivisfonlAddr�e�ss PermitM's Bldg. Plumb Cash Check Sewer Other — Other Rec. By, Acct. No. — Description Amount 10-432 Building Permit Fees--- 10.431.600 Plumbin Permit Fees 10.431-601 Mechanical Permit Fees 10.230-501 State Bldg..Tax - 10.433Plans Check Fee -j0--44j----Sew er Connection T� 30.444 Sewer Inspection 51448 Street Syst. Dev. Charge 52.449-610 Parks I Syst. Dev. Charge 52-449-620 _ Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax - 10-434 Alarm Permit 10.227 Bail 10 455- Fines TrafficlMisdi arking 10.230- — CPTA TrafficlMisdlVic. Asst_ 10-456 Indigent Defense — 30.122-401 Sewer Service/USA j0122-402 Sewer ServicelCity 30% 30-123 Sewer SevicelCity Maint. 30-125 Unmatched �_ ___ f 31-124 Storm Drainage 40.475 ancroft Prin. Pymt� 40.471 Bancroft Int. Pymt _ —�- — ¢ . c TOTAL ACCOUNTING COPY CENTREX CONSTRUCTION 10098 I N C O R P O R A T E D DATE INVOICE NO. DESCRIPTION� INVOICE AN IVT DEDUCTION BALANCE L 19 88 � $813 01.1 � 120.95 --_- -'-��• 120.95 I i I i i CDATE HECK 119 88 NUMBER 10098 J TOTALS 120.95 -i- -- J 120.95 PLEASE DETACH THIS PORTION AND RETAIN FOR YOUR RECORDS STREET OPENl NG PERMIT PERFORMANCE. BOND BOND NO.811964-88 KNOW ALL MEN BY THESE PRESENTS that we, Cont-ray as Principal, and INTERNATIONAL-TI-DEITY INSURANCE CQIPANY _ _ as Surety, are jointly and severally held and bound unto the City of' Tigard, Oregon, in the sum of Threei,rhrge sey vp _ cents - ( 023.75 ) far the payment n which we jointly and severally bind ourselves , our heirs, executors, administrators, successors and assigns firmly by these presents. THE CQt7i)ITION OF THIS BOND IS SUCH: That whereas the Principal. heretn has made application to the City Engineer of the City of Tigard for a permit to perform street and sewer work _ within the City of Tigard right-of-way of S,W, McDonald cit. - _ _ Tigard, Oregon, under the provision of Ordinance No. 74-1.4 and 76-11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said City and a permit therefor iss,jed, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bona to the same extent and effect as if written herein and specific reference now made to all the terms, provisions, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the terms, provisions , conditions, stipulations, directions and requirements of said permit and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall assume the defense of , indemnify and save harmless the City of Tigard, its officers, agents and employees from all claims, liabilities, loss, damage or :njuty which may have been suffered or claimed to have been suffered to persons or property directly or indirectly resulting from or arising out of the operations or conduc . of said Pri.n ,ipal or any subcontractor in the performance of the work under said permit tznd small indemnify and make whole the City for any injury or damage to any street , highway, avenue or road or noy part thereof , resulting from the operations or conduct of sat ' Principal or any subcontractor In connection with performance or conduct of the work under said permit, slid shall in all respects faithfully keep and observe all of said terms, provisions, conlittons, stipulations, directions and requirements, then this obligation is void, otherwise it shall remain in Mill force and effect . WITNESS our hands and seals this 16TH day of FEBRUARY 19 88 t Ar t` �✓, irab '�p� — - ------- ---- — _- Sett t 1 (Seal ) Principal (Centrex Const. ac. ) ".��tntersigned by! Agent (Surety) I ERNATIONAL RANCE Co. At torney- .,-Fac t PATRICIA T. KITCHEN F"I' --- TEL (MI)624-nM PC 7ER OF ATTORNEY International Fidelity Insurance Company HOME OMCE:W COMMERCE STREET' BOND NO. 811964-88 NEWARK,NEW JERSEY 0714 KNOW ALL MEN BY THESE. PRESENTS- That International Fidelity Insurance Company, a corporation organised and existing under the laws of the State of New Jersey,and having its principal office in the City of Newark,New Jersey,does hereby constitute and appoint KRISTINE T. NIEDER, D. KEVIN REINMILLER, PATRICIA T. KITCHEN PORTLAND, OREGON I its true and lawful attorney(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,contrarts of indemnity and other writings obligatory in the nature hereof,which are or may be allowed, required or permitted by law,statute,rule,reguletbn, contract or otherwise,and the execution of such instrument(s)in pursuance of these presents,shall be as binding upon the said International Fiddity Insurance Company,as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by Its regularly elected officers at its principal office. This Power of Attorney is executed„and may be certified to and may be revoked,pursuant to and by authority of Article 2,-Section 3,of the By- Laws adopted by the Board of Directors of International Fidelity Insurance Company at a meeting called and held on the 23rd day of December,l%6. The President or any Vice Resident,Executive Vice president,Secretary or Assistant Secretary,shall have power and authority (1) To appoint AttorneMin-fact, and to authorize them to execute on behalf of the Company, and attach the Sed of the Company thereto, bonds and undertakings,contrsctis of indemnity end other writings obligatory in the nature thereof and, (1) To remove,at any time,any such Attorney-in-fact and revoke the authority given. Further,this Power of Attorney is siy-ied and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 4th day of February, 1975 of which the following is a true excerpt' Now therefore the signatures of such officers and the seal of the Company may be affixed to env such power of attorney or any certificate relating thereto by facsimile,and any such power of attorney or certificate bearing such facsimile signat -s or facsimile seal shrill be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile s ,i! shall he valid and'Anding epon the Company in the future with respect to any bond or undertAiking to which it is attached. IN TESTIMONY WHEREOF, International Fidelity Insurance Company has caused this instrument to be sighed and its corporate seal to be affixed by its authorized officer,this Ist. ly r � SEAL day of May AD. 1481 1.904 d� lEg STATE OF NEW JFRSEY County of Essex Executive Vice President g i On this I st day of May I9N7 s before me came the individual who executed the precedir S instrument,to me personally I known, and, being by me duly sworn,said that he is the therein described and authorized officer of the International Fidelity Inntnnce Company; that the seal affixed to said instrument is the Corporate Sal of said Company;that the said Corporate Seal and his signature were drily affixed by I order.,f the Board of Directors of said Company. 14 eft. '9q'''•. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal 'P at the City of Newark,New Jersey the day and year first above written. 0TAR A C=— Notary Public My Commission Expires April 14, 1988 4E ncj*`"'; CERTIFICATION I, the undersigned officer of International Fidelity Insurance Company do hereby certify and that 1 hive compared the foregoing copy of thr Power of Attorney and affidavit, and the copy of the Section of the Lytsws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE: OF SAID COMPANY, and that the same are correct transcripts thereof, an I of the whole of the Said onginah,and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF,1 have hereunto set my hand this 16TH day of FEBRUARY Assfstant 3ecreferV 4PC' APPLICATION - STREET IMPROVEMENT/EXCAVATION ,. � Il.�f COPY TO: jg (WIIITF).FILE ORDINANCE NO. 74-14 � (YELLOW) INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK) OTHER AGENCYAldg. j (RI OF)•APPLICANT APPROVED I APPLICATION NO.: _ NOT APPROVED ❑ CI I Y 01' IIGARD, OREGON FEC AMT.. S____ 120.95 i PENDING FEE PMT ❑ CITY HALL RECEIPT NO.: PENDING SECURITY (] PURL IC WORKS DEPARTMENT BY — __ DATE PENDING AGENCY 'OK'' ❑ NIIIilFtatinn and Progress Record — — — — — — — — — — — — — — — — MAINTENANCC. BOND PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS RrQuIrIEU ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE: --01e_4tear_�- PERMIT NO.: -------- DATE ISSUED: . --1 --1 --- BY --- -- --- ------ - (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL - DIVEWAY APPROACH,$TQRM & SANITARY_SLWER AS DESCRIBED HEREIN, IN FUl I_ ACCORDANCE INITH CITY REQUIREMENTS. APPLICANT -k ontrox--CDnstruetion--Ca.--.2900 S.W Pae-'f;t-_fiwy.____Tigard, .OR 9722.3 NAME ADDRESS CITY CONTRACTOR _ G.I.S. 3815 Coffev Ln. Newber I_.rJJR 97132 625-6832 -NAME ADCRESS I'rY PHONE PLANS BY _ Ldnd Development Consultants Inc. 209 N.E. Lincoln St. Hillsboro, OR 97124 648-4061 NAME CITr ESTIMATED IMPROVEMENT TOTAL VALUA MON ( COST): E - _ AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSITS Thts agreement is for the purpose of fulfilling the requirements of Strg—eL-Opening Perml,t Compliance Agreement dated between the City of Tigard and Cenr,�Px ( 1Srnrt'irn en__ and is entered into by the Depositor Ckitrnx QnstxLjcLicn cb. and Trustee. The undersiRned depcnit:r and trustee do hereby assign the right to the City of TigArd to determine at its discretion the payment of all funds or securities held by _ as trustee in the amount of 3023.75 in Savings Account No. or Deposit No. In the in accoriance with and for the purpose of Bonding Strs}et & Sewer improvements described in the above stated Street Openinq Permit Compliance Agreement. It is understood and agreed that the will hold such funds or securities in the amount of q until an authorization or direction for payment is received from the City of Tigard and that the Ctor (,F Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event of Non-Performance. All fund deposits shall be renewable at maturity and at rates and term] in effect at the time of renewal, and all Interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That the account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at _ _ , Oregon. Thin day of , 19-- Signature of City of Tigard Signature of Depositor Address Address y� ACCFPTANCF The undersigned hereby accepts the funds or securities deposited in the amount of S_ _ this day of _ , 19 , and herel)v acknowledges receii-)t of the Passbook Savings Account No. ; or the Certificate for ,lepostr No. _ ; or certifies that there is no Pnsshook tesued for this account. It is further agreed that said account will he held for the uses and purposes above stated until authorization for disposition is granted by the City of Tigard. Authorized Signature i ia3531P STREET OPENING PF:RMI'1 PERFORMANCE BONI) BOND NU. KNOW A-L MEN BY THESE PRESENTS that we, as Principal, and as Surety, are jointly and severally held and hound unto the City of Tigard, Oregon, in the sum ofst-andt-enj-�, res V five cents (; 3023.75 ) for the paymp-61F o} which we jointly and severally bind ourselves , our heirs, executors, administrators, successors; and assigns firmly by these presents. THE CONDITION OF THIS 13OND IS SUCH: That whereas the Principal herein has made application to the City Engineer of thc- City of Tigard for a permit to perform street and sewer work within the City of Tigard right-of-way of S,W, McDonald St. Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76-11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said City and a permit therefor issued, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the same extent End effect as if written herein and specific reference now made to all the terms, provisions, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly obherve the terms, provisions, conditions, stipulations, directions and requirements of said permit and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall assume the defense of , indemnify and save harmless the City of Tigard, its officers, agents and employees from all claims, liabilities, loss;, damage or injury which may have been suffered or claimed to have teen suffered to persons or property directly or indirectly resulting from or arising out of the operations or conduct of said Principal or any subcontractor in the performance of the work under said permit and shall indemnify and make whole the City for any injury or damage to any street, highway, avenue or road or any part thereof, resulting from the operations or conduct of said Principal or any subcontractor in connection with performance or conduct of the work under said permit , and shall in all respects faithfully keep and observe all of said terms, provisions, conditions, stipulations, directions and requirements, then this obligation is void , otherwise it shall remain in full force and effect . WITNESS our hands and seals this _ r'ay of _ 1y—_ (Sea 1 ) _ (Seal ) Principal (Centrex Const. Co. ) Countersigned by: Agent (Surety) Attorney-in-Dart In-111. /no Ir..11N .,- � o [ 'C'6�!�t-/'�.,X L,C"'1'!ST`f . !.✓�+c<f /'Jct-� d �S'?- 77223 s L A N D D E V E L O P M E N T C O N S U L T A N T S , I N C. PLANNING - CIVIL ENGINEERING - SURVEYING 209 N . E . Lincoln Street Hillsboro , Oregon 97124 ( 503 ) 648-4061 DATE : January 28 , 1988 COST ESTI MATE 111 PROJECT NAME : ALCOHOL DETOXIFICATION FACILITIES DFVFLOPF.R /CLIFNT : PARTIN b HILL SECTION 1 - EARTHWORK ITEM DESCRIPTION QUANTITY UNIT PRICE AMOl1NT 1 . EXCAVATION ( UNCLASS ) 50 $5 . 00/C. Y . 250 . 00 SECTION 2 - SANITARY SEWERS TTFM DFSCRIPTION QUANTITY UNIT PRICE AMOUNT 1 . 4" SIDE SEWER 35 $ 11 . 15/ L. F . 390 . 25 2 . 4 " x 8" SADDLE 1 ¢ 150 .00/EA 150 . 00 SECTION 3 - STORM SEWERS 1TEP? DESCRIPTION QUANTITY UNIT PRICE AMOUNT 1 . 8" DIAMETER PIPE 91 $ 12 . 50/ L. F . 1 , 137 . 50 2 . D- 101 CATCH BASIN 1 $450 .00/ EA 450 . 00 1 . BREAK INTO CATCH BASIN LUMP SUM $100 . 00 100 .00 SECTION 4 - PAVING 1TFM DESCRIPTION QUANTITY UNIT PRICE AMOUNT 1 . ASPHALT PAVING-WFARING 6 $34 . 00/TON 204 . 00 ? . TOP ROCK 3/ 4"-0 6 $8 . ONTON 48 . 00 � . BASE ROCK _ 24 $6 .00/TON _144 . 00 4 . SAW CUT PAVEMI'NT LUMP SLIM $ 150 . 00 150 . 00 TOTAL 3 , 0?3 . 75 THIS COST ESTIMATE IS FOR WORK WITHIN THE PUBLIC RICHT-OF-WAY OF SW McDONALD STREET ONLY AND DOES NOT INCLUDE WATFRLINF COSTS TNSTALLFD BY THE �' TTGARDIOAwje. b�•-.cc �`r wp22 . alcdc, tox . 566 CITY 4F TINA RD January 6, 1988 OREGON Land Development Consultants, Inc. 209 N.E. Lincoln Street Hillsboro, OR 97124 Attn: Mr. Jim Nims, P.E. RE: McDonald St. Detox. Center Dear Mr. Nim;: This is to inform you of the result of our preliminary review of the storm drainage system proposed to be installed at the site. The det- ention system is acceptable; the "alternate retention manhole" is not required. Further, this is sent to inform you that although the Notice of Decision Final Order (SDR 87-09) did not speak to the need to obtain. a street op- ening permit to perform work within the right-of--way of S.W. McDonald Street, such is necessary. To secure said permit, it is necessary that all work (driveway apron, storm & sanitary sewer, etc.) which is proposed to be done therein be detailed on a plan-profile construction drawing stamped by a registered civil engineer; three sets must then be s�ilmitted, along with one con- struction cost estimate prepared by the engineer, to myself. I will subsequently complete the plan review, prepare the ;permit form, prepare the assurance (bond) form and determine the permit fee. There- after principles execution of the forms and payment of the fee, I will issue the permit and an approved-for-construction public impirNement construction plan. Work within the right-of-way of S.W. McDonald Street may then canmence. The plan sheet which was submitted for preliminary review of .hE, storm water drainage facility, although lacking a trench section and inlet type detail(s) and, also sanitary sewer routing and sewer connection detail (s) and driveway approach and construction traffic control de- tail(s) , would forn a gcod base for the aforsaid require(; construction drawing. I've enclosed. some relevant City Standard Drawings herewith to assist you in this endevor. Sincerely, John S. Hagman Engineering Techncian 13125 SW Hall Blvd.,P.O.Box 23397,T'gard,Oregon 97223 "503)639-4171 PROPOSED EDGE 2"CLOS " C' A.C. OF SMOULDER 4" 2w_0 PROPOSED EDGE J SLOPE ARIES OF PAVEMENT a_ 0 w ko w W o = W W Y /' t a p 0 _ c _ x 0. 0 W 0 In W TYPICAL SECTION i d A.C. DRIVEWAY � : 0o I �n N wi7_0 PROPOSED EDGE 2 3�4 -0 4w 2w�O OF SMOULDER PROPOSED EDGE SLOPE VARIES F PAVEMENT I W � O J I Ice J TYPICAL SECTION z GRAVEL DRIVEWAY I I O q PROPOSED EDGE TYPICAL PLAN of SHOULDER PROPOSED EDGE A.C. 'OR GRAVEL DRIVEWAY of PAVEMENT SLOPE VARIES 4' *UNLESS OTHERWISE NOTED Gomm Gq•10 TYPICAL SECTION ALTERNATE WASHINGTON COUNTY DRIVEWAY DETAILS FOR WDEPARTMEN'� OF LAND USE NON — CURBED AREAS AND TRANSPORTATION DATE CIVIL E40INEER qq��//��WN APWA NO. WASK COUNTY NO. !,L ___ GX,15 NON E DW-205 - ,qn e OI CONSTRUCT CONCRETE CURB ON I I RADIUS TO MATCH FUTURE CIMB LOCATION. I Q CONSTRUCT CONCRETE CURB TO TANGENT POINT OF PAVEMENT TmR. 03 CONCRETE CURB MAY BE ENDED u� I AT MIDPOINT OF RADIUS WHEN SII APPROVED BY ENGINEER I 1 Cl I I o I Colcog CURB 1 W I I W I� Z IW W Z CENTERLINE NEW _ SUBDIVISION STREET I z CONCRETE IW x CURB IS W \ � W Ls I I Ii I NOTE THIS DETAIL IS FOR ACCESS I m� TO STREETS WITHOUT CURBS. s I J -I 1< � t f 1a. WASHINGTON COUNTY 9--% DEPARTMENT OF LAND USE TEMPORARY ENTRANCE AND TRANSPORTATION DATE CIVIL ENOWEER DRAWN APWA NO. WASK COUNTY NO. � ••-- � - rt* &.es NONE DW=204 - 89 - 1 If AC DRIVEWAY IS TO oL CONSTRUCTED, USE 2" OF CLASS *B' MIX ON APPROVED BASE. E w I I ;I E►,EV. SANE AS E CROWN ELEV. SHOULDER CROWN Of ROAD MIN. SLOROAD SURFACE �IBOTTOM OF DITCH ELEV. I COULD BE ADJUSTED BY INSPECTOR PROFILE CONCRETE HEADWALL REQUIRED WITH CORRUGATED METAL OR PLASTIC PIPE. PIPE SHALL EXTEND A MIN. I' PAST TOE OF FILL. S" }, SURFACE RIVEWAY- SAt-O ROCK CONCRETE PIPE i PTIP ER AS NRO VE D TE PIPE SIZE TO BE DETERMINED BY INSPECTOR AT THE JOB SITE (10" MIN.) PIPE TO BE LAYED AT EXISTING GRADE Of DITCH - NO SLUMPS CROSS - SECTION WASHINGTON COUNTY DRIVEWAY FOR STREETS DEPARTMENT OF LAND USE w - -- -- AND TRANSPORTATION WITHOUT CURS S GATE CIVIL KNOM� EEN �WN APWA NO. WASK COUNTY NO. � Z �» jw`- A o NONE DW - ZOZ 07 I I , �f A A r C� DI H C NOTES + PLAN 1 COMPRESSIVE. CONCRETE HALL STREANGTHINOF 300DO PSM IN 28 DAYS. 2. FOR FRAME DETAIL, SEE DWG, NO. 0-107. 3. FOR ORATE DETAIL SEE DWG. NO. D-109. 300 '`N r .I Dmm 27" 24" o ( � (�— 27 j 240 MAX. MAX. I ` �` MAX i I MAX. — r Q I 9" 6• 2'-O"_— 2'-33/8 _ 3 -0" ir- 3'- 33/i, SECTION A-A FRONT ELEVATION WASHINGTON LOUNTY DEPARTMENT OF LAUD USE AREA DRAIN , TYPE II AND TRANSPORTATION DATE CIVIL ENONEEP DRAWN APWA NO. WASH, COUNTY NQ 4&zAk f.4. e 4z.—.- 1 4A b,-85 4 ( MOD. ) D-105 i NOTES I. 3/4" PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY ENJINEER ONLY IN CONC, PAVEMENT OR GUTTER, AND TO EXTEND THROUGH THICKNESS OF CONCRETE. 2. CONST. CATCH BASIN PER DETAIL, BUT WITH DIMENSION "W" TO ACCOMMODATE LARO'.'.i i • PIPE D('4, SPEC'FIEQ 3. CONCRETE SHAD. ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 4. IF APPROVED BY ENGINEgR, WALLS MAY BE POURED AGAINST UNDISTURBED EARTH, EXCEPT FOR THE TOP 8 , WHICH SHALL BE FORMED. j b. BACKFIL: SHALL BE COMPACTED TO 95% DENSITY THR000HOUT. f¢ 6 OVERSIZE CATCH BASINS 1 STEPS ARE REQUIRED FOR DEPTH GREATER THAN 4 FEE". INSTALL 2 FT. FROM TOP TO WITHIN I FT. OF BOTTOM. ITYPICAL OR AS SPECIFIED BY ENGINEER SLOPE OF PAVEMENT SEE DRAWING NQ CS-304. SUBORADE�- O FOR CURB PLACEMENT SEE DWG. x NQ CS-304 9 DWG. NO. D-104. s0 d MIN. THIS PIPE DIAMETER DETERMINES "W"-SEE TABLE BELOW. 27"MAX. SEE DRAWING NO. 0-100 FOR PLAN S SECTION A-A . T Y P E * W DIA. PIPE STANDARD I'- I % " 10'= 12" 1 d" W d" ( OVERSIZE 2'-33/8" I5"-27" IFOR GRATE TYPE SEL DWG `I0. D-103 SECTION B B 1 REQUIRES TWO GRATES. SEE DRAWING NO. D-102. *'"STANDAI;J" & "OVERSIZE" ARE VASHINGTON CO. DESIGNATIONS. WASHINGTON COUNTY DEPARTMENT OF LAND USE CATCH BASIN DWG. NO ED-roo AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY Na 1/17z& �,.� RL5 b Sr, I-8 ( MOD.) D — 101 0NL NQ S SA R RECESSED AREA — SFS DWG. NO. 0-104 FOR DETAILS. B TWO NO. 3 SEVEN N0, 3 BARS AT 6* O.C. BARS A A FILLER MATERIAL— SEE NOTE 1, D%I. NO. D-101 . NOTE REBAR TO BE USED WITH RECESSED CURB INLET ONLY. SEE OWG, NO. 0-104. FOR FRAME DETAIL SEE DWtk NQ 0-102- FOR ORATE DETAIL SEE DWO. NO. D-103 SEE DWG, NO. D-101 FOR SECTION B—B B PLAN CURB iTOP OF PAVEMENT 4" WE EP HOLE 0 VARIABLE 10"MIN. I.D. (P :E PROJECT —'�-- PLANS) —i NOTES: 6" I. NO SUMP ALLOWED. -T 2. BATTER OF IA" TO I" TO FACILITATE FORM REMOVAL 2�-41e�"-- 64 3. BE ALLOWED. 3. TOP OF WEEP HOLE SECTION A A AT SUBDRADE. ^WASHiNGTON COUNTY WAiND DEPARTMENT OF LAND USE CATCH BASIN WNFl-101 TRANSPORTATION DATE CIVIL EN MIS A DRAWN A'WA NO. WAlMI COUNTY NO. 4.1. I-A NO CIA D-100 - 66 - , Y LONG RADIUS LANG RADIUS BENDS NOT - �� SERVICE BENDS AS CONNECTION GREATER THAN AS° !/ REQUIRED ( PIPE 200 MIN. ..�: PREFER 30' TRUNK, MAIN, OR WIRE SERVICE TO LATERAL SEWER CONTINUOUS Ii 4" �!— TRENCH WALL i OR 2"itG" TEE FRAME, MUST EXTEND FROM SEWER TO UNDISTURBED Off Pc P� .� i'� EARTH. O � ��• ' ti a 4"t 4" BRACE 200 TO 700 COMPACTED GRAVEL BACKFILL TO UNDISTURBED • ,•' EARTH, MINIMUM 2'-0" WIDE MAIN, TRUNK, OR (A) MAIN, TRUNK OR LATERAL LATERAL SEWER B USE ONLY WHEN WORKING AREA PROHIBITS USING (A) COMPACTED GRAVEL UNDER 12'. COMPACTED GRAVEL OR CONCRETE , ENCASEMENT BETWEEN 12' AND 16',* , DEPENDING ON SOLL CONDITION CONCRETE ENCASEMENT OVER 16'. OVER 12' USE CAST IRON AND _ COMPACTED GRAVEL IN LIEU OF CONCRETE ENCASEMENT. *MAY GO TO 24' DEPTH IF THE TRENCH ABOVE THE PIPE, IS LIMITED TO !O" ACCORDING TO COMPLETE BACKFILL CALCULATIONS. CONCNETE ENCASEMENT I VERTICAL POUR BASE FULL (CONCRETE �.r•,i :�1. / WIJtH OF TRENCH i ENCASLMENT) ' TO BE USED ONLY WITH PRIOR AGENCY APPROVAL. ■T `r•�1;�� SIDE SERVER - CONNECTION V S Unified i b,,,Acy 4. i CLASS D CLASS C Cf;'EQVI(ZE'D IN xu_ ?%Jv ..1C W%TN1 tCkSeKt:k3TS QUP.O �K•�1T or. LJIN•i5 ,SURFACE RFSTORATION MOUND EXCESS NATIVE MATERIAL AS SPECIFIED&TIM ---OVER TRENCH TO ALLOW S I bCWA.L L �Ltl..-) �-� FOR SE' TLEMENT �N UND(STURB ED • •. • /I UNDISTURBED tAkTH EARTH • COMPACTED . . ' CLEAN WEL+-GRADED , • 3/4 -0 CRU M NATIV F RgCK„• , • : MATERIAL 1� • • 3ELECT MATERIAL CLEAN WELL •' .. . : (CLEAN WELL-GRAOEO 3/4"-0 -�� CRUSHED ROCK REOUIREO WITH 3/4”-0 CRU3M ROCKPIPE 00. PVC PIPE) ■ •PLUS s" `r PBASE PIPE BASEUSE TO PIPE E SPRINGLINE PIPE •BASE4 MW, FOR PIPE SMALLER THAN 24y6"MIA. FOR PIPf. 24" ANO LARGERPIPE MATEORAL TRENCH H BACKFILL DETAILS Uf 0 UnIth BawwlrN Af�ntr Mt Mo -S l8$ Tri : � �7• R, Q. re �� �� �a a iv� G�i1,4.Qiiv .�+.-� i�►�s�i�/�-'s 4se� . L2,.C�t(dr��►A.� �� -C�'t-ern /�✓LGI� /J+�'( .fie ..d L��st�t¢�' 3�. I A N D D E V E L O P M E N T C O N S U L T A N T S, I N C. PLANNING - CIVIL ENGINEERING - SURVEYING 209 N . E . Lincoln Street Hillsboro , Orepon 97124 ( 503) b48-4061 Boh Oquist , PLS Jim Nims , PE Ryan O' Brien , Planner Joe Thompson , Project Mgr . Drainage Study SW McDonald Street Detoxiftcation Center City of Tigard , Oregon A storm drainage system needs to be constructed on this site c.s a new building is being built . As the improvements require ne:•Y drainage patterns , calculations are attached herewith for the design of said facilities . The plan is broken into 2 new drainage basins . The upper area Is controlled by a catch basin with 4 " out! et and an improvement area within the parking lot . The total Brea within this parcel is 30 ,894 S . F . , which equal .- 0 . 71 acres . Four t.•pes of surfaces will effect the runcff on Lhis project , namely , bui ] dinp roofs , sidewalks , paving and landscaping areas or lawn . The sizes of the areas are : „C" 1 . Roof . 90 5 , 333 . 00 S . F . 17 . 4% 2 . Sidewalks ( 90 1 , 316 . 00 S . F. 4 . 3% 3 . Paving 0 . 90 10 ,050 . 00 S . F . 32 . 7% 4 . Landscaping 0 . 30 14 ,0.18 .00 S . F . 45 . 6% Totals 30 , 717 .00 S . F . 100 . 0% Survey Calculations 30 ,851 . 16 S . F . Tr AREA 1 - ROOF 123' x 36' = 4 , 428 26' x 30' - 780 25' x 5' = 125 SUBTOTAI, - ROOF -5-,-5'-33 S . F. AREA 2 - SIDEWALKS 7' x 26' - 182 10 x 26 ' = 260 4' x 42' - 168 8' x 21 ' - 168 34' x 4' = 136 6' x 55' = 330 12' x 6' 72 SUBTOTAL - SIDEWALKS 1 , 316 S . F. AREA 3 - PAVING 219' x 24' 5 , 256 41 ' x 17' 697 34' x 17 ' = 578 7 . 5' x 6 ' 45 62' x 53' = 3 , 286 20R + 85 SOPTOTAL - PAVING 9 , 9477 S . F. \ 2 - 76 . 5 10 x 5 ---Z---- = 25 . 0 TOTAL PAVING 10 , 048 . 5 S . F. AREA 4 - LANDSCAPING 5' x210' = 1 ,050 10' x 96' = 960 88 . 28' x 58 . 37 ' = 5 , 152 110' x 1(" = 1 , 100 18' x 5' 9c 14' x 14" 196 40' x 5 ' 200 68' x 76+79 _ ---�— 5 , 2 70 SUBTOTAL - LANDSCAPING 14 , 018 S . F . 14 , 018 S . F . 30 ,851 S . F . 45% wp9 . detox . 559 DETENTION VOLUME. WORKSHEET P -oject Name: McDonald Dvtox City File Numuer: . .A. . . . .li. . . . .C. . . . . . . U. . . . . . E. . . . . . .F . . . . . . .G. . . . . . . . . . . STORM 5U-yr AREA X INFLOW RELEASE STORAGE; DET. VOL. TIME inten C comb . B X C line 10 D - E F X A X 60 mins . in hr line 15 cfs cfs cfs cu . ft. 5. 001 3 .43 0.45 1 .54 0. 55 0.99 297 6 .00 3 .14 0.45 1 .41 0. 55 0.86 310 7 .00 2 .91 0.45 1 . 31 0.55 0.76 319 8 .00 2. 72 0.45 1 . 22 0.55 0.67 321 9.O6 2. 56 1 .45 1 . 15 0.55 0.60 324 l O. O U 2.42 0.45 1 .09 0.55 0. 54 324 11 .00 2. 30 0.45 1 .04 0.55 0.49 32.3.4 12 . 00 2. 20 ; 0.99 rr 0.44 13 . )0 2 .11 14 . 00 2.02 15. 00 1 .94 16.00 1 . 86 17 .00 1 . 79 1 8 .00 1 . 73 19.00 1 .67 20.00 1 .61 21 . OU 1 . 56 22 .00 1 . 52 2 4. 00 .1 . 48 4 . 00 1 . 44 15. 00 1 .40 30. 00 1 . 24 35. 00 1 . 13 40.00 1 .04 ORIFICE DIAMETER WORKSHEET Project Name: SW Mc1h)tMId lh'tox Center City File Number: Computed By: Jamc-.s F. Nims, I'.1;. � Date: 12-30-87 PROVIDE SKETCH BELOW OF OUTLET STRUCTURE Orifice Formula : 0 = CA ( 2gh) . 5 Given: C = 0. 61 g = 32. 2 Design 0 = 0,); c. f .s. h = l .S feet of head Solve for A: A = 0 / ( C ( 2gh ) ' 51 A = .55 / 1 0. 61 ( 2 x 32. 2 x I . �i ( c.f . s . ) (h ) . 5) ead ) A = 0.011 _ sq. ft . (orifice area ) Solve for D: A = pi . ( R) 2 R = (A / pi . ) ' 5 = ( 0 3. 14) . 5 = ,059Z, ft . (area ) - - - U = 2 x R x 12 = I_._�-Z inches f -Drta.�n, a �•.s..J M`L�.ro Smear 9�'rmo �.bS�CR T16 AM :64 eatLGrew1 . ra D mp , unoS7itT Wco Iv r = 4 cuulw 2004 "let 54 ' x ; s x c 16540 Clo F* 'note %MW 7,e�* 0 .9 IDELP ottrt CITY ARD December 9, 1987 OREGON Robert Oquist, PLS Land Development Consultants, Inc. 209 N.E. Lincoln Street Hillsboro, OR 97124 RE: S.W. McDonald Street Detoxification Center Dear. Mr. Oquist: Enclosed is Section 18.164.100 of the Tigard Community Development Code and App. B of the 1981 Master Drainage Plan as you requested. As we discussed today, this site drains to overloaded ditches and storm drains on private property north of S.W. McDona:_d Street. Conse;uently, storm run-off detention as described in the enclosed materials will be required. If you have questions or require additional information, please call. Sincerely, 'tf-tal 71 . Greg N. Berry, P.E. Utilities Engineer Encls. br/2200D G' 13125 SW Fall Blvd.,P.O.Box 23397,1,jord,Oregon 97223 (503)639-4171 (d) Permits D _ed. Development per•rnits may restricted by the Commission or Hearings Officer whore a deficiency exists in the existing sewer system or portion thereof which cannot be rectified within the development and which if not rectified will result in a threat to public health or safety, surcharging of existing mains, or violations of State or Federal standards pertaining to operation of the sewage treatment system. 18. 164. 100 Storm Drainage (a) Storm Drainage - General Provisions. Thea Director and Public Warks Director shall issue a development permit only where adequate provisions for storm and flood water run-off have been made; and (1) The storm water drainage system shall be separate and independent of any sanitary sewerage system. (2) Where possible, inlets shall be provided so surface water is not carried across any intersection or allowed to flr.od any street. (3) Surface water drainage patterns shall be shown on every development proposal plan. (b) Easements. Where a subdivision is traversed by a water course, drainageway, channel or stream, there shall be pr�oided a storm water easement or drainage right-of-way conforming substantially with the lines of such water course and such further width as will be adequate for conveyance and maintenance. (c) Accommodation of Upstream Drainage. A culvert or other drainage facility shall, and in each case be lar;a enough to, accommodate potential run-off from its entire upstream drainage area, whether inside or outside the development; and (1) The Public Works Director shall determine the necessary size of the facility, based on the provisions of the 1981 MASTER DRAINAGE PIAN. (d) Effect on Downstream drainage. Where it is anticipated by the Public Works Director that the additional run-off r•esuiting from the development will overload an existing drainage facility, the Director shall withhold approval of the development until provisions have been made for improvement of said potential condition or until provision have been made for storage of additional runoff caLsed by the development in accordance with the 1981 MASTER DRAINAGE PLAN. • 18. 164. 110 Bikeways (a) Developments adjoining proposed bikeways identified on the adopted Pedestrian/Bikeway Plan shall include provisions for the Future extension of such bikeways through the dedication ut easements or rights-of-way. (b) Development permits issued for Planned Unit Developments, Conditional Use Permits, and other developments which will principally bpaefit from such bikeways shall ha conditioned to include the cast of btkewav improvements. the peak runoff rate produced by a five-year storm on the site in its undeveloped state. (b) whenever any work is undertaken on a site that is located within the one-hundred-year flood plain, the person or persons undertaking the work shall comply with the requirements of the city's flood-plain ordinance; and in no case shall anything in th.�s stormwater detention chapter be so construed or, permitted as to allow a negative impact upon or impairment of the intended effectiveness of the city's flood-plain ordinance (Chapter 18.57) . The city council is vested with the authority to interpret the rule therein. l 4 p B Chapter 18. 58 STORMWATER DETENTION Sections: 18.58.010 Purpose (.no changes) 18.58.020 Applicability (no chang.-sl 18.58.030 Manual of operation (no changes) 18.58.040 Plan submittal end modification of requirements (no changes) i8.58.050 Improvements on developed or undeveloped areas (revised as shown below) 18 .58.060 Maintenance of system required (no changes) 18.58.070 Violation--Penalty (no changes ) 1.8.58.050 Improvements on Developed or Undeveloped Areas (a) Whenever any work that requires a subdivision plat, site development plan, or a building permit is under- taken on a developed site or previously undeveloped site, and the peak runoff rate from a twenty-five-year storm on the site as fully developed combined with any upstream contributions from existing watershed conditions exceeds the capacity of any existing down- stream channels, culverts, bridges, or storm sewers, and the city believes an undesirable flooding problem will occur and a significant portion of the problem results from runoff from the proposed development, or the proposed development is compounding an existing flooding problem, then the city may require the devel- oper to choose one of the following two options: (1 ) The person or persons undertaking the work along with the city will solve the downstream problem by increasing the capacity of affected channels, bridges, culverts, or storm sewers. The devel- oper's percentage of the downstream improvement costs is defined as the absolute difference in the twenty-five-year peak flow from the proposed project before and after development divided by the twenty-five-year peak flow for the entire watershed at the point of the proposed downstream im.,rovement after development. If more than one downstream improvement is required, then the above formula will be applied at approximately the midpoint between all necessary improvements . (2 ) The person or persons undertaking the work shall provide onsite stormwater storage sufficient to limit the peak runoff rate from the twenty-five- year storm on the site as fully developed to 316L1 A Tic7? W7 44" wyyfG/L or, '/l! o r �tA V_aY,, .7�" *G:� � Die-►�.1�' �,,,(� .�� .oL'.avn„ a.tilr4.ti �j''1t.. d enw-L'i/� j%lE)cry-�:> c.c.nAcerK. w -Ake_ 1 V�.'��E.Gji�l.�i.�� UT �V�.E'_. �t�". �M �����.�•vl �O v�VI- o't K!'..�.C1� •i�G S►�b•+-�.`4 �cc7�r c�nC�r-, �-C.v 1 C.t..�.� �e. w,�� reg r1 ��V-cr_A,� Iry ���e • rre to10 PLAN _---"----. _ , - ' Ex Is r 4" g g" 1,0 - GAS MAINS I" � VV J� (� EXIST. 8" a 16" L- SCALE 1 = 20' WATER MAINS �l Ur, Pr s 11,'2" WATERLINE FOR 1" r I, EXIS 18" I BUILDING SERVICE N 1' 19' 00" E 2G8.35' II I1SANITARY SEWFR SERVICE KI Fn 6" x 4" !� FLANGE REDUCER -- _--- - N � - I cw I 6" FLANGE ----- -� II/2" WATER MtrER AN[ I EXISTING 9 34 CONCRETE METER Box r'•' Z ,i i LATE VALVE CONCRETE 'hJf a VALVE BOX 4" CLEANOUT � � 'I; STA 1.54 154 LF 4' P V C STA. O.pO 4" x 8" SADDLE SANITARY SEWER I W II , I (n CONNECT TO EXISTING 8" FINISH FLOOR ELEVATION = 284.5 79 LF o aD I' I SANITARY SEWER — AC — _ I DETAIL A"-- 6" D.I.P. 6" D.I.P. 6" n.1 P. W/L O t -DETAIL B ( ___.__—__- - �. -_ - 8" x 6" TEE y' y n3 ' I 5 r.a. o.00 rn cD II ( � CURB FIRE HYDRAfq r 6"MJ 2"IDT TEE ItD STA 0+79 1 FE CD 1 �I i I 0 0 0 � d 1 11 I Z 6"MJ I BUTTERFLY VALVE I � i it � " �L_ANGE rEE \ D b VAI.VE BOX ,I II I I r PROFILE LINE I I) II p - DETAIL- O#Afl DETAIL B m NOSCALE ►vocALI E II II m S l' 19' O0" W 209.99' SII I� I tl OI � EXIST EDGE ' PAVEMENT II II I II I NOTES: ' w I. ALL WORK AN[) MATERIALS SHALL CONFORM TO I N 3 CITY OF jj AR REQUIREMENTS, WASHINGTON COUNTY, OREGON PLUMBING CODE, AND A.P.W.A. OREGON CHAPTER STANDARD SPEC IFICXTTMT§-- AND DRAWINGS. OBTAIN ALL REQUIRED PERMITS 0 z v U) UJI AND LICENSES BEFORE BEGINNING CONSTRUCTION. a %' Z Q 2.. LOCATION OF EXISTING UTILITIES IS THE u < RESPONSIBILITY OF THE. CONTRACTOR. ARRANGE J ' OR THE RELOCATION OF ANY IN CONFLICT 2.90 — - ---- __. _� ___�_-_ _ 3 w p STANDARD CAST IRON---- Z WITH THE PROPOSED CONSTRUCTION THE ENGINEER z FRAME a :.�✓�R .WATERTIGHT PIPE PLJG RESERVES THE RIGHT TO ADJUST GRADES OR - -- -- — tD p 290 _fl 19 GRADE _ o MANHOLE GRADE RING ALIGNMENT TO ACCOMMODATE UTILITIES Q7 u T j , „ BUILDING -� N --__--- F /F 2 4 r '.% •a •d w4-1/2" X 6" = * SET IN CONCRETE 1:-~-F I N SH m ;r0 ANCHOR DOLTS , • 6" 3 NOTIFY THE APPROPRIATE AGENCIES AND THE _ GRADE ENGINEER 24 HOURS BEFORE STARTING - - - - - - - -- `�� z z v o _ '•0G • -2' SQUARE CONCRETE 81 O� k CONSTRUCTION ON WORK, THAT IS TO BE ACCEPTED 280 - --- - __ - -- - — ---- - - , —� _ - --TTN—G c to - O 280 �LEARANCE SPACE MNio °�p�j WITH ANCHUR BOLTS B THE AGENCIES: D - - x x x a BETWEEN CONCRETE o0 good ; CITY OF TIGARD ------ AIL3`1 - 41-71 M(R, H1I-e- MI1�•_ �' IJr4 _ BLOCK AND PIPE, - (F 4., A w W ►- RACK WITH FELT \ v o 0 0 0(,. / �' ►nnPw, �L OPE8.70.' -)IIP *#A3 OT. OTHER APPRbVED,,p O 8.70 MATERIAL .pdo1 °Do°o PNUVIDf IMPORT® PIPE -- ---- ----- - —�_._ _ I I a o D 270 _ _ �5—� 270 y epa Ou ZONE MATERIAL FOP P-1 yA�•® --- _ O -_-__ MINIMUM OF 6" AROUN.- ID ,I _ CLEANOUT LEGEND o 0 a. �,0-7-( -y ._._ � \ o 000 0 �o r AS C3 0. 260 -- � 0 -- 'TQPN B�kF��L '- 260 Coad 0 2.00 1 +00 0+00 � �a". °° FIRE HYDRANT • �o -- 6" CONCRE TE SANITARY SEWER PROF I LE ����� L_I��� ENCASEMENT / GATEVALVE SCALE" I" = 20' HORZ a� n' �° -- A I" lo' VERT. o :�° °° V BUTTERFLY V oo Is AL - z 111 1 290 a � o290 11/2' WATER METER/BOX o BUILDING I 'UI- I- � CONCRETE ENCASED WYE B N cD cn F/F 284. J� WISH GRADE U- w 1/9 TEND T I IPURTEU PIPE ZONE MATERIAL I J W I L TEES 280 —.____� LIr�2„ W - I - =y' ' it G GROUND a 280 Y L - - --._ °° 0 SS CLEAfNO ()T _ 4Z STANDARD CLEAN OUT 270 -__ _-`y.__ ,, S S 5 /`, L)O L E __________-- -__-_.___._ -__ .____-- __ _ -.- -__ _ --- _- - =-_�. �7 0 LOCATED I N EASEMENT MZ z jj 91 Z W 2 ] 'S O 260 260 2+00 I+00 0+00 WATERLINE PROFILE U"IflodSOW*O " SCALE I" = 20' HORZ. WASHINGTON / CLACKAMAS COUNTIES - - --- - -- - _ ___ DESIGNED JFN O,„� sHEE . LAND DEVELOPMENT CONSULTANTS, INC. * .�,. If PART I N 8� HILL AI-COHOI- DETOXIFICATION FACILITIES ___ ___ _ __ ____ --- - -- DRAWN PRB — — 41 a » r c� - -- - - -- -”- _— - CIVIL ENGINEERING LAND SIJRVEYIN", "CANNING - � 203 N.E. LINCOLN STREET SANITARY SEWER & 2 10362 S.W. McDONALU STREET __,� _ CHECKED JFN c� RcaoM iii TIGARD, OREGON -- - 209 N.E. LINCOLN STMT _ f H I t - SgOR �.) OREGON 97124 of X _— -- --- — _--- DATE 1/27/88 HILLSBORO, OREGON A T E R L I N E PLA N T . -. 3 . PERMIT NO . 251-88 9 4 _ - - - - --- _ _ __ _-- -- --- � F. � � � PHONE :(503 ) 640 - 1216 N0. REVISION - DATE BY I '�,,)JECT NO. 0559 PHONE 1 5013 I 648 - 4061 IL vt .r.__.. ...,, -.... . - -- _ ��� ,�� (I I I I 1 1 111 1 I I I• M1 1 I�j� 111" I�•I 11 1 I Jill I I c 11 1 1 1 1 1 I r� ill 1 IIr,�_.�^ �-I S I I I-I I T_�..r Il � tit , I I I I I V I I I I I t t III III Irl III11III t I, I I 1 1 1 I ( I ) ( V I I I I� I I I l t 1 2 = 3 4 5 6 7 2 NOTE: IF THIS MICROFILMED 8 0 IO II - DRAWING IS LESS CLEAR THAN �5WAL I T Y O F IS DUE TO ITY OF THE ORIGINAL, DRAWING' AC 62 92 12 92 S2 JP2 E2 ZZ IZ 02 61 - BI LI 91 X11 !:I 21 II 01 6 9 4. 9 z b E Z IIM"twn w;1 ►Irluullmhulhlnllnlh�Hll�ul111�1a114►rrllr�lrull�� rmltrllhr�ll►rldlulll�rhur�rr �lai>ttlrluuluululduulut bllllt rlllullnnlrr111u11I _ , .a, I n uuAA111AAtyllMhu - MARCH 30 9 2�. 9 1 L( !I RADIUS BE 1405 NOT LONG RAFNUS SERVICE c_ GNEATER THAN 45° i BENDS AS CONNECTION C L A S D CLASS C ` _ I RfJUIHEO --_ PIPE C F1 C C �ELfVI�� Ila ALL F'� 6�` C 2v°M N r' • ' eub Nr •©F `, ) PRtfER ]G° <�'• TAUN' , MAIN, ON WIFE SERVICE TO �. SURFACE HES OMATION MOUND EuCESS NATIVE MATCk;A. LATERAL SEWER I 1 CON TIKUOUS 4. 4" AS SPECIFIEDrs-ft[F� ODER TRENCH TO ALLOW -�` -- TRENCH WALL ~-- L._ s bc.ar.i�c- Att FOR SET TLEMENT _ OF 2'► 6" TEE FRAw, MUSI EXT►_NO FRuM 9\9 SEWER TO UNDISTUH, 'A EARTH. GVM { � � 1` , �.0 F\P� "11� 4"► 4" BRACE Uk:ASTUkbE1) UNDISTURBED . . __- COMPACTED GRIVEL EARTM EARTH - 20 TO 70 , ____ BACKFILL TO JNDISTURbf. �M} EAATH, MINIMUM 2'-0 wIDE CLEAN \ - , MAIN, TRUNK OR LATE NAL ,h WELL- GRADED {� 3/4"- 0 CRU3r1ED NATIVE (A MAIM, TRUNK OR B ROCK... . MATERIAL LATERAL SEWER 1 r 00 USE ONLY WHEN WORKING AREA PROHIBIT 3 DING (A) COMPACTED GRAVEL UNDER 12'. 1 COMPACTED GRAVEL OR CONCRETE • ENCASEMENT OLTWEEN 12' ANO 16,* • . DEPENDING ON SOIL CONDITION ENCASEMENT OVER 16' • SELECT MATTRIAL OVER 12' 113E CAST IRON AND (CLEAN WELL-GiRAOEJ 3/4" COMPACTED GRAVEL IN LIEU OF CLEAN wtLL-ORACiE.O • I • • CRU9NE-U ROCK REOUIREG wI T•4 CONCRETE ENCASEMENT. 3/4" -0 C7RUSH© ROCK PIPE O.D PVC PIP*-) PLUS `" t * NAY GO 1i0 24' DEPTH IF THL t d ( TRENCH ABOVE TwF PIPE IS ► LIMITED TO 30" ACCORDING TOCOMPLETE PIPE BASE B USE TO "i,,E ► AUiFI .L CAICJLATIONS. I' 't -CONCRETE: I JL ENCASEMENT SPRINGLINE PIPE BASE .h t I-' 4 MkN. FOR PIPE SMALLEr. THAN 24'• 6'MI4. FOR PIPE 24' AND LAr.iER lC) �, PIPE BASE, � VERTICAL POUR BASE FULL MATERIAL f CONCRETE •� `1 •1. *10TH OF TREN04 ENCASEMENT) TO BE USED ONLY WITH PRIOR AGENCY ► TRENCH BACKFILL DETAILS APPROVAL. _ SIDE SEWER UfUniflod CONNECTIONS Uf Qp S4ww"o AV« A Unified Scwe.Ave AQ*• , I , I NOTES — ------ —•--,� ' 1 I 3/4" PREFORMED JOINT TILLER MATERIAL TO BE USED AS SPECIFIED BY W � ENGINEER ONLY IN CONC PAVEMENT OR GUTTER , AND TO EXTEND THROUGH W r------ --- I.W. ---- --,� THICKNESS OF CONCRETE.� I W I /8" TYP' 2 CONST CATCH BASIN PER DETAIL, BUT WITH DIMENSION •W• TO ACCOMMODATE LARGEST PIPE DIA SPECIFIED A 3 CONCRETE SMALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS I A A w IN 28 DAYS 4 IF APPROVED BY ENGINEER, WALLS MAY BE. POURED AGAINST JNDISTURBEO EARTH, y EXCEPT FOR THE TOP B", WHICH SHALL BE FORMED S BACKFILL SHALL BE COMPACTED TO 950/6 DENSITY THROUGHOUT. -- 6 OVERSIZE CATCH BASINS I STEPS ARE REOUIRFD FOR DEPTH GREATER THAN �I 3j4" G TO C. TYP. 4 FEET. INSTALL 2 FT. FROM TOP WITHIN I FT. OF BOT TOM. 2 1/f x 1/2 EDGE FLAT BAA-- e 2 X 314" --� SO EDGE FLAT BAR TYP. N • 2'- • • lyzTYPICAL OR AS B SPECIFIED t,i ENGINEER SLOPE OF PAVEMENT SEE DRAWING NO CS-304 3 X 2 1/2" X3/f L —�- / TYP 3 I/? i — - _ --- 3/16" a49 - - , . _ 2 - FOR CURE] PLACEMENT SEE DWG PLAN 4'2 ��-- i x I SUBGRADE 0 NQ CS-304 8 DWG NO D- 104 6 MIN H ENDS �` 2 1/• X SECT I®N A-A o ALL BARS'��j SO EDGE M"LAT tWR (IB EA.) ` BOTH- THIS PIPE DIAMETER DETERMINES _ i W'- SEE TABLE BELOW 'M► A�� d 27'MAX ._�� SEE DRAWING NO D- 100 FOR PLAN 8 SECTION A-A PLA N - TVP ; ,•\ -••�2/2I T Y P E * WDIA PIPE s I/4" 5/6"X 3" BOLT II STANDARD 1' - 1 �B " 10 12" T Y P E40 W. 1.W. I W 6' 1 OVERSIZE 2'- 33/e_ 15"-27" SECTION A -A v STANARO I" - I " 1' - 0" 6" 1 ' - 1 I'- FOR GRATE TYPE SEF DWG NO D-103 OVERSIZE I0" SECTION B "- B I REQUIRES TWO GRATES. SEE TYPE DIA. PIPE W. I,W DRAWING NO D- 102 _ I REOUIRES 2 GRATES. *-1 STANDARD 1STANDARp" 8 "OVERSIZE" ARE STANDARD 10 - 12" C- !, 1/4' 1'- 1 7/9, 4' "STANDARD" AND *OVERSIZE' ARE WASHINGTON*ASHINGTON CC, DFiIGNATIONS I OVERSIZE IS"• 27" 2'- 4 3/4" 2'- 3 3/eCOUNTY DESIGNATIONS" I REQUIRES TWO GRATES ! STANDARD B OVERSIZE ARE WASH. CO DESIGNATIONS WASHINGTON COUNTY ALSWASHINGTON COUNTY WASHINGTON COUNTY DEPARTMENT OF LAND USE CATCH BASIN DWG ONO ED-100 DEPARTMENT OF LAND USE PAFTM NT F AND E AND TRANSPORTATION F R A M E V DE� E O L USE C R A T E AND TRANSPORTATION � AND TRANSPORTATION DATE C1vu. ENGINEER DRAWN APWA N0 wAEK COUNTY No DATE Iv1E ENGINEER DNAWN APWA NO. WA9i COUNTY NO DATE CIVIL ENGINEER DRAWN APWA NO. WAS?l COUNTY NO. _ k• f I--E3 ( MOD )) ---- ___ ' D -- I U ( i /� _ - _ Z, A" .b� I-C ( MOD.) D- 1 O 2 ��_ �.� _ - ��. b e�- I-D ( MOD) D - 103 WC-7i �- D ESIGNED JFN WASHINGTON CLACKAMAS COUNTIES LAND DEVELOPMENT CONSULTANTS, INC. F r F SHEET� v_ PARTIN & HILLALCOHOL DETOXIFICATION FACILITIES PR© v r''GIVIL ENGINEERING LAND SURVEYING PLANNING u- ' 2 O � N.E . L I N C p L N S T F� E E T 3 10362 S.W McDONALD STRIFE 7 — `-"--` - CHECKED JFN 209 N.E. LINCOLN STREET � R�coN `'' H I L L S B O R �� O N 7 DETAILS r1GARD, oRIFGoN _�- HILLSBORO, OREGON 97124 a 0 , ORE 9 124OF (TPNT NQ • 2E}1 -�3E1 _ DATE 1/27/88 _ ____ -- PHONE: 1503) 649 - 406 ! W 'HONE : (50 ) 640 - 1216 ,q- ., f5 NU. REVISION PRDATEOJECT 05FN S a. �.►.. •,. � _. ...�:�:.wy...r.•..�.._•,.••e_ _ _�., _..._.. ..,y�.ry^�L.e. .MIs,�,e,,.,M,.p.,•t,,,pfivy„• _ 3 ( ..r • •, ". d►" r _...„, . .... .,,,,nye.,r...... +NfWM«.�- _ '°” - ..'"+•* .. „ M...•, r•+•n,•q,w•w".,p II 111 ijl ill III IIII� fit t �Jill 1 1 1 1 1 f (� 1 1 11 1 I l l f �I I I I l l i l l f l l 1 1 1 1 1 1 1 1 1 1 1 1 I I I A III 1 1 1 I t l p l l l l 1 1 1 1 1 1 1 111 III 1 I I I i f ► I t l I I I I I 1T I I I I I I I I I I I I 1 1 I 1 1 1 l I 1 I I I _ I 2 3 4 � 6 . 7 8 9 10 II 12 .. .. �_ _ _. ...•_._. NOTE: I F THIS M ICROF I LME D --•___ � ����� ` DRAWING IS LESS CLEAR THAN r. THIS NOTICS-r-IT IS DUE TO DRAWING. - --- O L 9 S r c Z I'w�" may, ►lIIllllln1111uIIn111u1111NIlaHIUI{II.IIIIINfItlMlinf(uul MAIM1Nfr�lf"Ittithw�MN�fItltMl�lil llf lr t�llf�tfif)nn)NU�111�I111�11UI1tIt1UN�tI�yNIWfI)uu11u111u11uIIIlIN11111111o111WU11�UII IILUI�111111�1 1<Ilf • MARCH 30 1992 CITY OF TIGARD NOTTCE OF DECISION SDR 87-09 NORTHWEST HOUSING ALTERNATIVES, INC. APPLICATION: Request by Northwest Housing Alternative, Inc (OWNERS: Charles and Flenry Paetel) for Site Development Review approval on construction of an approximately 4700 sq, ft. residential care facility (20 -30 beds) on a .71 acre site Zoned R -12 (Multi-family Residential, 12 units/acre) . Location: 10362 SW McDonald Street: (WCTM 2S1 1100 Tax LVts 1500 and 2100) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard Mhas APPROVED the above described applications subject to certain conditions . The findings and conclusions on which the Director based his decision are ds rioted below. A. FINDING OF FACT 1 . Background An application waa made in 1986 for a Lot Line Adjustment. (M 5-86) which enlarged the present parcel to be developed. Approval with conditions was granted for the application although the final recording of the Lot Line Adjustment has not yet occurred. 2 . Vicinity Information These two properties are surrounded on all sides by 9 12 zoning except to the north (across SW McDonald) where an f,-3 .5 (Single Family Residential, 3 .5 units per acre) zone occurs. Development patterns in the area are mixed with single family residences located to the north, east, and south of the site and a 62 unit apartment complex located directly west, General commercial and retail uses are located nearby in a C-G (General Commercial) zone on properties adja:ent to the SW McDonald and Pacific Highway intersection. 3 . Site Information and Proposal Description The lot line adjustment previously made on these properties will result in lots ,-f .41 and .71 acres in size. The larger of these lots is presently vacant and the one proposed for development. The applicants, are proposing to develop the vacant lot with a residential care facility having 20 to 23 beds and with a floor area of approximately 4,700 square feet. The facility is designed to be us%_� for the treatment of persons diagnosed with problems of alcohol abuse . NOTICE OF DECISION - SDR 87-09/NORTHWEST HOUSING ALTERNATIVES, INC. - PAGE 1 t� j 4 , Agency and N130 Comments The Engineering Division has reviewed this proposal and does riot recommend half-street improvements until such time as SW McDonald Street: is evaluated and designed from SW 103rd to Pacific Highway . This is due to vertical alignment and drainage fe ility considerations. Improving the existing profile grade would preclude achieving a 35 MPH design throughout the vertical sag curve. General Telephone reviewed this propo^,al and stated that the customer will be required t,3 place an entrance pipe from the facility to GTE's point of access. The Building Division F,nd Tigard Water District have both reviewed this proposal and have n,) objections to it. No other comments wera received regarding this proposal . B, ANALYSIS AND CONCLUSION The proposed development is considered• a permitted use under the standards of Tigard' s Community Development Code (CDC) . Several aspects of this proposal warrant further discussion as provided below. Parking For the proposed use Section 18. 1O6,O3O(a)(6) of the CDC requires one parking space for every three patient beds plus one space for each employee. As indicated on the applicant's site plan, there will be seven bedrooms having a total of thirteen beds and one dormitory room with four beds. The facility will be staffed with a maximum of three employees at any one time. Under the standards of the CDC nine parking spaces (one of which must be for handicapped parking) are necessary in this development. As shown on the site plan, ten spaces are being provided, one of which is reserved for handicapped parking, Landscapinq and Screening A five foot buffer around the site must be provided as required in Section 18, 100. 13 of the Community Development Code. The applicant's site plan indicates that such a buffer area will be maintained between the building and the property lines on all sites of the parcel , In addition, the applic;Ant's site plan maintains that an existing 6 foot fence along the length of the eastern property line will remair thereby providing screening for the rear of the building and the patio. Access and EgrNss Minimum access requirement to the site is 24 feet. The applicants are providing a 24 foot driveway as part of the development as well as making a 10 foot street right--of—way dedication. As pr,,posed the access width is satisfactory, NOTICE OF DECISION — SDR 87-09/NORTHWEST HOUSING ALT'�.RNATIVES, INC. — PAGE 2 C. DECISION 1 . UNLESS OTHERWISE NOTED, ALA CONDITION. SMALL BL MET PRIOR TO ISSUANCE. OF BUILDING PERMITS. 2 . The applicant shall provide for roof rain drainage to the public stormwater system. 3 . The applicant shall provide for, gravity flow connection of proposed buildings to the public sanitary sewerage system. A connection permit is required. 4. Driveway cuts shall not be permitted within five feet of property l:nt, 5, A non—remonstrance agreement for the future development of SW McDonald Street shall be executed by the applicant, on City forms, and shall be reviewed and approved by the City prior to recording. 6. Additional right—of--way shall be dedicated to the public along the 30 McDonald Street frontage to increE�se the right—af--way to 30 feet from centerline. The iescription for said dedication shall be tied to the existing rig;. . of—was centerline as established by Washington County. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE AVAILABLE FROM THE ENGINEERING OFFICE AT CITY HALL. 7. A communications entrance pipe from the building to GTE's point of access must be put in place by the applicant to the satisfaction of GTE. 8. The landscaping materials shown ,on the submitted landscaping plan shall be installed prior to occupancy . 9. This approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE I . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant & owners XX Owners of record within the required distance _ XX The affected Neighb!-)rhood Planning Organization Affected governmental agencies 2, Final Decision: THE: DECISION SHALL BE FINAL ON 6 1 87 UNLESS AN APPEAL IS FILED, NOTICE OF DECISION SDR 87-09/NORTHWEST HOUSING ALTERNATIVES, INC. — PAGE 3 3 . Appeal: Any party to the decision may appeal this decision in accordance with Section 10 ,32.290(A) and rection 18.32. 370 of thv Comnunity Development Code which provides that a written appoal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal is 3:30 P.M. 6/1/87 4. Questions: If you have any questions, please call the city of Tigard Planning Department, Tigard City Hall, 13125 SW Nall Blvd. , PO Box 23397, Tigard, Oregon 97223, 629--4171 . c x' '77 PREPARED BY: Tom Dixon, Assistant Planner _ DATE William A. Monahan, Director of Community Dovelopmrnt DATE APPROVED (TD:bs/1503W) Ig t.f. _ r. oaNAE ! = U / ORMT� t CLII :t i LW.\ ' �� I y LLIIMt Y ax FL NOTICE OF DECISION - SDR 87-09/NORTHWEST HOUSING ALTERNATIVES, INC. _ PAGE Legal Notice Advertising � City of Tigard • ❑ Tearsheet Notice PO Box 23397 . ❑ Duplicate Affidavit • Tigard , OR 97223 -_--- _. AFFIDAVIT OF PU STATE OF OREGON, COUNTY OF WASHINGTON, .Jean Anne ` w M being first duly sworn, depose and au Director, or his principal clerk, of the .� y t gDR 87-09, M a newspaper of general circulation r� ,ING �f8 x, N 71� �1 est tco�l ^ and 193.020; published at aforesaid county and state; th�t- 1 , p Kpprcve4 wigs iyp l3 beAx).bl► ` dA;12'utilts/acre) Of which s m r�i>DQlM[Or . 1800 h 9101) . f a printed copy ihereto ag.W,Hlcxk��dl��! ' d'ISL•�,1�8bsla .. !�"'``' �± . �• entire issue of said newspaper for___ consecutive in the following issues: ------__- 4'y �,• fes; Subscribed and s n to ore me fl< '�t ��enl•'ttal.eeb� i �,_.20- My Commission Expires: 8 Publish MAY 14,1137. AFFIDAVIT 3 . Site Information and will The lot line adjustment previously made an these properties result in lots of .41 and 71 acres in dsfor developmenize. The tof these lots . is presently vacant and the one poP to develop the vacant lot with a The applicants are proposing 20 to 23 beds and with a floor area residential care facility having to be of approximately 4,'700 square feet. The facith roblemsdesigned Ofalcohol used for the treatment of persons diagnosed with p abuse. NOTICE OF DECISION — SDR 87-09/NOR THWEST HOUSING ALTERNATIVES, INC. — PACE 1 i _•' vMM� I COtl11K ClOON SITE DEV,:LOPMENT REVIEW APPLICATION CITY OF TIGiLRD, PO Box 23397 Tigard, Ore4on 97223 - (503) 639-4171 FOR STAFF V',�-OONNL�Y CASE NO. �0 F- S q -- l/ / RECEIPT NO. 2l q-; 7, APPLICATION A EP ED BY: D 5 DATE: 2 1. GENERAL INFORMATION f Appli tion elements submitted: PROPERTY ADDRESS/LOCATION /40✓ �- /D,,Y Q (A) pplication form (1) �Zj• y7.� ,9� (A) Owner's signature/written TAX MAP AND TAX LOT NO. S'/ // BR 9 /ADD authorization 0 Title transfer instrument (1) SITE SIZE 3G V(D) Assessor's map (1) L14PROPERTY OWNER/DEED HOWER* :/ lE) Plot plan (5 copies) ADDRESS e Z12 � ,t_��. ONE J,5---2S2P 3? __,ZF) Applicant's statement CITY '�'12c. !✓�u�. � 2 , ZIP -22/2-Q- (5 copies) APPLICANT* Northwest Housing AltPrn;,t-jvng. inc (G) List of property owners and ADDRESS 2316 SE Willard Street PHONE 654-1007 _ addresses within 250 feet (1) CITY Milwaukie. ,nn ZIP 97222 H) Filing fee ($ �b ) *When the owner and the applicant are different people, the applicant must be the purchaser of record or a leasee in possession with written authorization DATE DETERMINED TO BE COMPLETE: from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the space provided on page two or FINAL DECISION DEADLINE: submit a written authorization with this application. COMP. PLAN/ZONE WIGNATION: 2. PROPOSAL SUMMARY l Z-- — The owners of record o: the subject property requent site development review approval to N.P.O. Number: allow _ 62a o &9,* 'a _ Approval Date: Final Approval Dates Planning Engineering (0524P) yI,� Cil .� �tom.. • ,,4 /l J• -,,• x264.9 \ o AA, Y • / `' .,. � �J Vii' d `4 \• ^ r n_ V 00 IR A I 011 M JT, Z PUWJ ODI w RMS J vi VT) o X1..1 v �' •_' u cc M h 00 tt� Ov u W I Mti N z 3n*3A w �rT T t'P VW1 N I=. t 21 K •>< 06>M,61.10 K16 N Mf , I 06Y�1 o Q , I O Q OQ N� O til try all O Y 11 a o : — MAI.106 1� ' I O - Wes O e� O {►- n I � 0 a � w•otl 064.1"1 M,61a10S f n e O � s. to � ) ' U I ^ - t0 V 6t'YC Op't►1 t►1►► r W M ,62 o0 S R ri • .944VOI . Ms u ! J ry r O 11 M M lit W Y O Q in N _ O R a N b 4 fV Z 3 N -- v1 O N R Lj O N t M rn 0 +�ATrR UlA'N" ,. EXIST i;ATCH gASlr: ti . TURNAROUND _ t; IL /' C LA CI 1 II 0PLANNING I II —, CIVIL ENGINEERING i • .�-� I z SURVEYING i I �' I r (503)648 406'1 JAMES F. NIMS, RE. HIL NLSBORO.OR971.E.LINCOLN `124 PROFESSIONAL ENGINEER II SIN I 'E 281.3 mJ °> rn STA`. .'?O PROFILE STA'O-OCA TURNAROUND / i Q.ATCN BASIN ''1•E'� TFo ' GRATE 274 31 O f I' I � � - _s . ..__ _ �` .•�. STA 0 � 0 0 PR0FIL. E L. INE I� + II 81 S.W Mc DONALD ST AL Irli II 4t; '�IAaNe� IEMI'i'r�.�1Z �'0' R i V �I II I F.r, 1-'A'-1-Mt N - --.._; II [�CJ�t�r, Nor �fQy 5778 4 O • OR[GOf1 � J . S F N\ l� 2 fa, 0; 290 ,.._.._� T 0 q -----_ b L LJ N r O O Cit I5T1►J4 I..IN� O 8 E�EvAttcrl l 2 X10 to c17N N tkle I IJfa PI K ., & E41 I f,)St14t.LATIOhI u�ofzK . U. . 0 0 7!CA e NWU I I 0 u F- wcr LL w00 (r _jQ K O o O O M 4 F- 3 ! i NV. W-,ct - - Q OO _ O W W i. 2 O d Z F it CD jr w 0 u- N 0 LAJ wcr a Q p I \ !\ w � Uo w ~ Q J s ♦ -I i v LL) Q W cD 0 r H < zJ oz �- - U N Q W W l) VJ ' z Q_ N � r w -- Q s w z t> H - O a = N z Z _ 1 �► w � _ Q x H a M J W f W O W v W 0 J • O t J i W W Y Q Q W cr W 0 0 i (- � 2 Q `1 O x - Q p W I Y N S LL 0 r LLJ N \ I , ( Q f4 , i o, IIn d ui O a ! Q l � ' z w I O i' p l 2 J n U 1 ' ram r ,. h Q� N 1, p i ] TirW4 OD J 0 ,� o Z i 2 x u p O 02a% n wwU W s v~'a F _J Q W = M U) 2 O ■ --T} s d w spa W -- Q W U. pr n Nl t� 06 > O K ~ Z IT / m 7 (ra0 a LL Fn a _ a m ? d Q !/7 l I H 0 Cr W W > W w F cr On U (n= CA LI U� xw r - n r a z I ■ z W Of wat U t W U w W ti n r o 7' w W I a Y d J Q O W = a z 7 fir N M W (Oj H a U. O - t U. N I 4 I a ! �' I I 7. Zw o t p •5 - a d Q __- HQ a 0 0 u. p ot O i p �O a a '• r 16z i ar rrrrr PLAN --^ EXIST CATCH BASIN SCALE : i"= 20' �` IOP GRATE 271.1 I.E. 268.9 4 0' ` t N I ' I -- � S1 Q. 0.72 TURNAROUND _ � l DRIVEWAY 268 . 35 ' t Z C) C, p -zz SL _2°�G SL _. - — A _ _ . ____- —_ _ T (1) I r , W A MINIMUM SLOPE• • 4 • MINIMUM' SLOPE FINISH FLOOR ELEVATION = 284. 5 ( �, e3.5 r O CD Iwo ' • I m � TYPICAL DP I VEW AY SECTION CID I / m 0 !I / oe '� I mNO SCALE O j ; ` `� I (v I LATCH BASIN I A J�ki-t, h • 4`' s) � I TOP GRATE 274.31 PROF I L E LI NE + v TA 0 00 NOTE PROFILE LINE EXCEPTION WHEN DRIVEWAY PASSES THE TURNAROUND, THEN SLOPE IS 8i SW. Mc DONALD ST REVERSED TO ALLOW DRAINAGE - INTO RETENTION FACILITY. � I S I " I9 00 WMF \ 1'EMPORARY 20' RAD I i co i � I O tD * SPECIAL NOTE : PLEASE REFER TO PLUMBING DETAIL SHEET FOR INFORMATION CONCERNING WATER AND SEWER FACILITIES. 10• EDGE OF BUILDING i I r' 10P OF GRATE LUCKING LID z V �SIDEWALK EL. 281.:3 MINIMUM `7 � 1 ' �. � (; ---- -- � �Y j \ Z FREEBOARD OVERFLOW w z - ---- - - — _ 290 /. PAVEMENT \ i EL 281.8 rh NI > I U) LJ - \ ' (A (+ <Y F Q Q w \ / N ci + Q N MINIMUM 285 ^-____._.-___-- -- FLOOR ELEVATION 284.50 _ r c ` ---- a ------ 2g5 � LADDER _ - , �- J -__ STEPS A T _._ > cn N> w O - �_ 12' O.C. ' .. FOOTING. DRAIN � � 3L. 0 2' MINIMUM -- - 4 ' p/p'� -� !' a 4' PIPE 280 � "� v Q 280 / FLOW - -, CONTROL ORI.'ICE +._ �' MINIMUM n CL PAVING 'TURN .RO Np 25' V C `~ - S17.E D= 1 42 INCHES CRTC BASIN '�• 410 CATCH BASIN cv TOP 13RATE 281.3 �/y �( �5- 1LC 275 _ ..__ w 48" +� 2' MINIMUM CITY OF TIGA D - 275 ATUM 1987 0 , B.M. ON THE N.E. O LLLAR �n STORM WATER LT OF FIRE H RANT U N I. GATED AT THE Mc Q OI CONTROL ORIFICE S.W. 103rd AND McDUNALD ;' RETENTION SYSTEM SIZE D= 1.42 INCHES 270 E.M.M. EL. 282.55 . O a - 270 n 4 cn NO SCALE NOTE ( ALTERNATE > I > RETENTION SYSTEM MANHOLE SHALL BE INSTALLED 1 ONLY 1 IF REQUIRED BY THE CITY OF 3 + 00 2 � 00 I 4- 00 0 x- 00 T PROFI LE IGARD. SCALES : I" = 20 ' HORZ 1" : 5 ' VERT WASHINGTON / CL..ACKAMAS COUNT IES - — ---- FDS IGNeo ' LAND DEVELOPMENT CONSULTANTS , INC P A R T I N $I HILL SHEET ALCOHOL DETOXIFICATION FACILITIES _._ _ _ __. ___. AWN r�I B � ----- --- A_--- a SITE UT ILITIES & ------_ --- -_- -. _- -- __- CIVIL. ENGINEERING LAND SURVEYING PLANNING I ST. OPN . PERMIT NO. 2.81-88 10362 S.W M , 1�r1,4' �' � � ECKED JFN � - a209 N. E . LINCOLN STREET' PAVING �. T A I LS o F IGARD, cRE �: .�r.; � c�9 N.E. LINC%) LN STREET �TryE^ 1�4�88 H IL. LSBORO, OREGON 9 7 I ` � W HILLS80R0 , 0R 97124 NO REVISION c �E BYJECT NO 0559 'HONE ( 503 ) 648 - 4061 a PH . NO . 640 - 1216 Vv- 11 � (11 ' '"'"All"111■�Rv�I '�" IN'"""°Y rI _ Imo_ . ( ' � ,I .) 11 11111111111111111111 Jill� lIltI1r r1i1iIlIl III I 1�I III I� �I� • I I!1 1 1Ii1tIiIt � r1 I 2 3 4 5 fU 7 18 9 10 11 12 i" NOTE: IF 1HIS MICROFILMED , DRAWING IS LESS CLEAR THAN THIS NOTICE—IT IS DUE TO QUALITY OF THE ORIGINAL "` "~DRAWING. y. OE d� 62 LZ 9Z sz UL' EZ ZZ 12 O2 61 81 LI 91 sl IF I E I Z I I 1 01 ` 9 L 9 L fp E Z I ,;�.,d•""""' � u�,, _ '�' ��lI�1111I1111�111111111Iu111MH�n11IlIt!)�,111111rt1in14t111�IIn rH�flit�tht1�MtI1tW111�11141�1}I ,N, 11}�II�IHI�U�IW>11111tI1H1�1111�NIO1!IIIUIIuIIIlIl11111111111�)11o1IW�U�Ili�lli1�11 R MARCH 30 199 ,2