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HomeMy WebLinkAboutWashington County/Clackamas County Detox Facility . A4 40‘' \ G.A k iti m c''iz , . cii ��_.. _.. _____ _ r�_. • ..,_„,„,, ....._ , . ...,._ _ _,.... . . ' ,, , kt F� f •_.„.._______,.... ....._____ __ ' `" + � fit.e sv,,f mc.poi.ii-A-V, � '. ' ::::.:":. : ' _ _ __ - Tev's,A4-:. ..'.. it EXJ5T/NG CB � � Dv„.1-tea,,�.4.^ F�.-.1._,. r' Ste ' A�tt r�Q1 � m �.___.. ....... ... ._ _ r. _�_ r _. ,_S ^" - 2 !/G NTH` STD1— VARIES S E F'�_A N .... --� ! 2 f E C3=t� ' t it SET ACCURATELY To r -r--1 GROUND SURFACE j 9 ,. �: _ __ ,� I� �� ��!`��! 11.1k ' SIT , , — d (f) in . II MINN , f I CI: al Ca 6 GATE VALVE a r' {i (I) co , VA LV E BOX ,.„. AS SPEC. 1 I 1III 71. /, .'.. ram. I,f`. '^- h..` .... I L, €'-4•..^^'' t I ,.,,,ki,i .�, �# ,r/ ,, i cr ,, 1 1 pi lyzi, :::: C Y :„." .n� 1 It ' ,., ;tif....,-;:Al_._, B'r ',iv* , ' --k---' t',5 '''', 11:1 2 7,1". CO - OU NOT PLUG M R* .,*: �� TEE ! 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BURNHAM 2 PRINTED TIGARD, D LI Q OREGON 97223 • ..- : rt 0 (503) 620-1746. of I a c . . linimmi.. . .. . . . . . 7 , . /' . Imo- I , l % 1-.1 l , 1 1 1 I 1 1 1 t l 1 I 1 I 1 1 1 I l 1__1-1._-1.1_.-1..-1-.-_:.-l_ l I L I I Q I t t t , II, . . I 4....m.w.,* .•••••• •••• / PROPOSED EDGE I,.. �L - -1 OF SHOULDER • I. ASS C A C ! PROPOSED £DGE ' e 2"- 0 QF PAJE h1 T • ! \ SLOPE Le.RtE$ W I J ES . , .. k ---7 • I --- r+ ► I i 4 ,'......\ / \ j` =X.S1. 8;d o" o tom' o a �' 0 PLAN N �X IST CATCH BASIN _ 2.. O W SCALE : i,.= 20' ` •- ; ? GRATE. _ ... : E. ?±✓C a v M 2 w < TYPICAL SECTION • 4�. • } 'e A.C. DRI\, E'+ AY I i° CD = a • �}' '- STA. 0.72 TURNAROUND < I. DRIVEWAY ; i t� ri cn z ; , R N I ° 19 ' 00 " E _ _ 268 . 35 -- - r i 7O - : i 11 I - PPOP^5ED £CGE --)r , . - - .C. '' I �, lam- { - . --!` I I ' N i `,^3/{ Q O► SHOULDER _ i l' , I .i I ._'91.c i aN� a:^ CURB 1 i Jr, 1 {" 2"_Q PR.PQSED £.-. .. i 1 Y ! I I of Pa_E�+��- �- SLOPE VARIES 51 .-. r _ 7;1 Z I11 C i! C ,. = i--.1 _2% S 1 I -2 f J�. 4 1.I -. . ( i l .I'1 \ ----------.-- r ` ; '-.-. .�.----` ,,,��a'°-.- �, D MI"LiM SL.;P` V!;NINIUNI `�L0 ! v I ( ( ,}- FINISH FLOOR ELEVATION = 284. 5 - ! /I • R , Uo r = i• ;' I Ic I TYPICAL SECTION 1. CTCBASN.. H I .^, 7� _ j X .� I _ 1 • cn $ ---s ` QP GRATE 281.07 m NEW SD M.H. J ` i'j _ _ ( R ��E WAY _ i I GRAVEL D I r co 1 1 _i • TC ,i' • - 7E12 RIM =274.46 T Y P C A D V WAY S E C T I O N r-__ --- - t.) }` , c` �' " IN (E)=272.95 R E j 1 , y _- _- `_ '=--; ' _ EE=275.56 i' r--, I E 4 I NtSED �� =273.3! ��E E4� m - , sT: . +moo PROFILE / '� Tr , - _�- _ TYPICAL PLAN of s•.o���E�. �R c��- 1 II `--" ! ��cTA 00 TliR�1r:riOUND / CATCH�,rl BASIN j O - C '� �.� . \ i T O° GRATE 274.51 A.C. GRAVELD R I V` r'AY t ,; . •. > I I I r, PROFILE LINE __-- -- ` � .•0*•--- �T�` 0 + 0 C -- --r _ = ,:p -.;0 Qiii."_______\__ 1 , x S, S.W. Mc DONALD ST \.'`.'•�E.L ', 'i Al_L. 1..� 4° r :n„ �\\ "._ F 7:: 7 - - ! N 52'55'31" W z __ -_ _ - - - TYPi^Ai �r �TIQN 10.51 �c,.� I 19 0 0 W 209. 9 9 ro , E ALTERNATE S TC - ! AL tl EL=276.06 �\ 3 i - _ WASHINOTON�COUNTY I 1 DRIVEWAY DETAILS FOR i " r\��'cP•ART'�"�1� i or LAND �s` NON - CURSED A �ccAS - A�D 3 Rr,!�i�?1r. I ATiON ti ; 1 G N I DATE • r,v1l c_1r_s.:E I 1 c'N P�)N i aJ: S . _^-+•�i -- �'C' ci NO�t �- D,'i��-205 i v cc cc 2 titit`ti -- --- 2aG t 290 i - IN .- , r ;M1C1 2 • • .I `N � 0 ` ' NN ZZ L - `" C ci - mn 1c !A - E- _ •- Z_ N N -0 OJ L!lil L1 • Lt lt: Z =- t 97 LF 4" PVC STORM SF S` 6.61% 0 R 1. ,- c 2r0 10.51OF s t �� 2 I z l 4" PVC SD38 i S=2. x i is 0 4 N • 2 ( a cr •- -_-- - - -- --'- 1 2+00 1+00 „.00 • - STORM SEWER PROFILE - • A SCALES : : = 20' i-IOR2. i ► i I I I I I t I J`! • 281.07 ��1 j t �R d } c • • - t • 2 \ - --- -- - I f. _ I I __ I s r w \ 1 n, - 7 Q t.7, 1 r h - / I - �� 1�-•-'-t-'�� - - ` -.-Cr)' _ - • - - ,,. _ F N. � - •285 I vr - -�co _, EvA1I� N� �a4 �� _ - 285 ,._ � ; -- r • ' 1 :'7, - , r,,....., ,-- / -------- ____--------7 i v ,:vPlM � c 1 --------------------___2- • 2 8 0 i _ I i .�' / �i ! i'r 2 �1 r I t ` `/ ;�J 1 -�.."1 r� a. I i i P.•:'v':4V i URNARL1��J -�' �. ! , , - • _ CH .AL. 1 - CAT BASIN i i (� _ ... ,� L. TOP 1,RAT� 281.07 �_1 , ,. , i • Cis ! I `, r P Z i 275 > > � - 275 • • 1 IT`f O F T GAI=c D i I I I c, _�� ATUM 987 1 + ,- 1 •1 i\ STORM WATER • 8 M. ON THE N.E. OLLAR i I I N 8 LT OF FIRE H RANT I . SW. iO3rdAAND THE S. McDONALD r I I r Q 1 D E T E N T 10 \ S Y S T E M 270 �.Vl. EL. 282.5 i 1 'p- 270 L �' S �U I LT 0 I j r,_1 C i '0cr)- r n I >. i- I NO SCALE . cnI ;� . ._ > . > i • M SECTiON A - A . 3 4- 00 ' 2 4- 0 0 14- 00 .. 0 4- 0 0 N. DRIVEWAY PROF i LE - . f SCALES : I" = 20 ' H ORz . pp�.� • I" \ 5 ' V ERT. - ( r �tla+�'_��`�Y I ' . 'SHEET ... AS Coy-grits -- DESIGNED JFN LAND DEVELOPMENT CONSULTANTS , INC. `/ a 4 PAR T N $c HILL �. WASHING TON / CLACKA19�1 ALCOHOL DETOXIFICATION FACILITIES _`-- DRAWN =RS CIVIL ENGINEERING LAND SURVEYING PLANNING © 209 N• E • 1 COL \ STREET • 10362,GAR , .3 :vr_r, r,;. `D rREGT __ _ _-_---_.--__-�-_-• _ -- _ CHECKED JFN 209 N.E. L INCOLN STREET 4-0 �e N. E . PLAN 0 F . TI� RD �R= -- 4. OR 97 ! 24 PAVING V _AS-BUILT PER CITY OF TIGARD . 3/29/89 TLC DAT E 1/27/88 H ILL SBORO, OR EGON 9 7 I2 4 '',y�E a. c, i H 1 L LDS B 0 R O , 3 • 2 REVISE ISE AS F, p H • NO . 6 4 0 '- 12 a 6 I AS-BUILT �� 3/16/89 �Hs PHONE ( 503 ? 6 48 - 4 Ot3 I .� � - .1.. . . G I - NO. --R'•E.VISION • DATE BY PROJECT NO. 0559 , __..�.-�:[--- --...�-= - _ �. T-TI 1 �l11 l ITT i 711-1 _� 1 I_Ll ' 11. 1 :�:; ,�:I>.__'� ��"� �f .._._ , •I I 1 i i ' 111 l� � i i T( 1 L.L�,_L i ( i 7 17TTTIlI rT r. 7 Tf N �� IT ],i 1�7 i( Z� 1�� 1 i i 1. L11� -� 1_L. L t� `1 13 r i �a - -,1 I ��-`� -1--*-- I + 1.:_r .i rl1 ! I 151 i l l! 161 1 1 1 1 ' 71 8$ I 191 • I i I. 11 1 I °, I ! 0, f - I I it I .. _ ___ ._— _- -—__—___ ___- I l 1 .r_l l__,j ; 1 1 _1 1 1 1 ■ 1 1 1 1 1 1 1 B 1 1 1 1_ e 1 I , I 1 1 I 1 1 I 1 I 1 I 1 l l I II I I I 1 _ __ __ __ _ _ _ _ _ _ - --_L_.-L 1.—�-1 _.L-L-1—.1:-1__l_ �Y. I 1 l e L 1 _4 I t l J ,11 • q1)1 Z EX;S T 4 & 9 GAS MA :tiS PLAN l �- Ii .`.. VaIA"ERi_1NF -OR SCALE I = 20' i BU'LC!NG SERVICE • 11 P AXIS ;. S- 4" SPR1NKL.'R — --- I ► II SER V' .= 1/2' WATER SERVICE LINE-) SANITaR�' SEw�R __ 4« CO DvhT NW 1 N l' 19' 00" E 268.35' -- • 6' 1 _ _ I GAS CAP -'_AN4 REDUCER —� I �` r ' ` v , 1, __ -_ / \ /1 I' 2.. .�'AT!R vl� r. t ! EXISTING S �- - '- _.-- �R aN. i f Jti'. R� . ._ wE'__ 3., wa ERLI►�E �-- N I(\T4I - I ,A E VA V= - EI ' z & VALVE BOX 5 -4-4 4'• CLEANOUT t �.4.....m. . y CO II S? C-Cu c' x S" SACp�E j • / 1 / S {�s 154 LF �..� _ { T a. r* ._.. . .....1 e� �:.� �.--. --o- i C 0 N E L: "c X h G 4., ; / i / .r �""� , �II..�. _".. ' SA1vITAF.� _wER p I 11 SAN TA :`�yct_wER — A — -?- d _ �/ �/ ° C' { �-v 8' r 6 TEE FINISH FLOG FLEVAT ION = 284.5 , ,. o I ! i I / 1 o I DETAlL"B" r., STA. 0.00 DETA1_, A = 1 WATER METER �� t`:R= LlYDRati' �,.�, �..fi,� `i TEE I to Y I W/1- .���+ C) R S-�-! S T;, 0- 9 r r7.- i 1 , G 79 L=�'�� � ' - - -- = _—. - -- -- �►�. V - i , ^' -,- Er BJ TERr LY VALVE - - 1 l �{ o vt.J t, a^% �� & VALVE 8 C K ' Z i \.\ GY !n I I I 0 \ , .. 0 I FH II { I li I 0 I I ! t1 TA II D E A I PROF! c ENE - _ - 11 .._.! iII D I � :� . L._____j • I ALI I rJ NO SCALE II II I rn • \,\ - - - - - - - - - - _ _-.._ _ — _ _ _ 11 I _ \�: S !9' 00" W 209.99' II I 1 _ i co I a = 't . A 1 ---- -- - -- c i _ .% ` I- ,,,�_ v. -_ , ,ALS S:- __L. . N - 0RM T O t - • r . :. .- E _ . R.7 ;--NT�. 'NASi-1 ! N IN ',. _ T._ ` ,)!;.;-. .1-; .: . - ,•v`._ _ b• N.. AND AP-.N ,A- T 1n• R7..) : CATTONS 1 i 1 ^ - - ';%FO. ^ ET 1 ,t i 1� Cr` Y CT r, -•1��_ r`^`�.`� ```_f~ �f^;,`_ � ,;�1�' ti'�::• '� U�C 1^�.LIL i ! ..)N. "ZC. S • ' _ , -; Y' - CONTRACTOR. 1. l•• ! •' -:yam r- N n ANY C R t`-i t Y -- , 1 J S-.,h:flisv CAs ;i?:.i111-, -- yV 1 ' T-iH r"^:V - �.:v`_.1 C'�,11�{4 TK;dV TaliN , rHE EIV G ENC.1r t1 1 1 ----- - _ 2 M t►�e_ a c - . V t . . �, E _ . ;. .,. 1t . v S I R E O R r' U r F �I.`r, rtk A�E _ � _ �' J T M ,.�-t T tV L:z- {L t `S - - htNv 1 - �I ; -r--= _� ' _- -�'�- SET ;h CO...ACRE"('E �. r ` q �,,► ^ .-. T�- r ,.. r. i L-<: AND -t _ _ O { ; .:_ .i2" x E' , �,�t �:- , 3 NoTi , - H_ .... �._ A :L NC , S 1 1-kL_ j STAR ate, - .,.� i fl _ i --.i O p- ' -'! Z' S U A C C h r ii E E .. , l�IN!'rj .-%•••._'C .)N .i 1 w O I r. S 1 O b'E ACCEPTED • - Y- - _--•'� - i a t ,, .^.. J I i'F {^ 'da,r- r O '�C.',,,!, • yd' r A C N l;K ii c O •-,'_? ��w. ,-- - �. _— t ^--- - ---------- - I 2 14..' _. A F.;h:. -.;_ 1 k NC . o r' I T 0' , ; G:; :L — L li — - - - � y — -- �r - _ 1 p ,•�zti�'N, =n( -- CET EEN ��v cy:E E1li�,��� y� ° ar\ t1«;S• Otis . ''1 1 N . —:. c I ^ i I _ PACK W';'n •ELT. I .',p0 ' d • ' . —, -` -- C•. C OR )T rE=+ APpp'.JE_:;,.i� C C o a ; ! --- -� b' #�C TER:A_ •�" C�^ :Jo t .' PAL v D€ qtr - , -`va` .S i= • ate` --�_ - __ CIO Ov , ` v�j ►C.NE MA`.LK:AL �4F - I 270 _ _ 1 I J i 1 �U OC C v,� 1-j 1 SO ;v" LnG • I i • L O �� • • _ -- ! 1 L--- — 260 - o FIRE HYDRANT 2b� ni+ � '� ' 6" CONCRETE 2. 00 Ii00 ' c �, " ��!! .hCASEriE �? • r e GATE VrA I VE SANITARY SEWER PROFILE _ -` . ,! - -�--- �_ O O Q ,- �4 OI i /^ J/�c..: • ,, AL. - 2� �cPL /L�a �• � ° L : / ��/ FouO .,,, 00 . BU I TERFLY VALVE , . • z I �0r,I c Y 'v., ,a r. G. i •- -Qo,a�.., • � )--0,..: ,......il IT I ! 1/2" WATER R METER/BOX J ` , � '' C BviLC'tiGI I I r /- };;i ''S:--i i X r=10 :n i CONCRETE E •CarEO AYE 9 \ 0 \ 1/a BEND tT ( W /L TEES C . 7G u1 c ti , ✓ POR?ED PIPE ZONE tltATERtAL)280 } ! �1 _' _ _ _� _ - -- -- -- - - _ -4-: -:Tx,s ; IN,-... GRrN 280 CLEANOUT0 t_ _ ` SS j '` ?, W�L 0 i a to i _--=— ____ ....... ;_ r 6.. ,,p. STANDARD CLEAN OUT I ! 1 • SS SADDLE ' — = 270 LOCATED IN EASEMENT 270 I , Z ; • c = . z o .�- AS-BUILT ' • � � 260 - 260 2+001+00 0+0 0 UniNkoQ S•w0r1190 AQo^�Y WATERLINE PROFILE • SCALE !" = 10' HORZ. ��� (� s \v' f� SHEET " -p- DESIGNED JFN LAI✓!D DEVELOPMENT CONSULTANTS, INc. ,c��'\�v� • 3I�'E�.� o T PARTIN & HILL f 3 . ..- WASH ING ON / GLACKAN�A� COUNTIES sAN I TARy sEwER & 2. ALCOHOL -DETOXIFICATION FACILITIES DRAWN FRB CIVIL ENGINEERING LAND SURVEYING PLANNING � Q 209 N.E. LINCOLN STREET CHECKED JFN 09 N.E. LINCOLN -STREET \ ti cc H I LLSB.ORO OREGON 97124WATERLNE PLAN o� 10362 S.W. McDONALD STREET 2 TIGARD, OREGON ,j, �' 4•�a c� . r DATE 1/27/88 HILLSBORO, OREGON 97:?.4 ui a PHOItfE,(503) 640 - 1216 FS F. 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DESIGNATIONS ° 1 i �"'��,`1��A 5�"':ii��:T Q Cam' i ''�`r`�• !NG 6 ON CiOUI `STY 1 " �. ���'ARTi'���'VT O LANDF �. G R A T 5 COUNTY ��dAS .j � ' D us� • SE -` : AND :R;,'�s�OR T ATICN a !3 i - sN� t ASHINGT O C DE2ART �.;T OF L — R i� rr `�� D. NO.y Aiso sEE `� 3 DEPARTMENT OF LAND USE C AT CH Bay I DwG No D-too '. AND TRANSPORTATION A i ICN # o,, CIVIL e! �+E_� �x APWA'v1�0) D — �U t " AND TRANSPORTATION / , I I W:.Sr!. COIi!'tTY NG a ✓ t : ac I-j] i i GATE lY7_ EtitG'aEER AWTI APWA NO. ff !/!7!c� i / ►w _ ter^ —I -----=-= ! CtrtL E?�GStiEEF plR;,wN APWA NO. WAS•t COUNTY NO. _ / 'yr •� �y Li.,:, 6 Q= j—C �1�00.) � '�' i o 2 DATE E /!/'7i Ste'Y �` l ^C o _ 1 SHEET•• 5� �G1NE3t "�Qj a 1 O 1 �';i slcr��� J-r� LAND DEVELOP NT CONSULTANTS, iNc_ . 4 o � � � T �a t� HILL ! . • ` 709 � .� 1Co � 1V S T i� E ` T -�- _ ALCOHOL 6H 4 OL DE / CLACK^, ON COUNTIES i j1 pnA :rV PRE 5 utVll_ ENGiN�ER!NG LAND SLR`ltYl`�G PLANNING • �— �y ,coK �; 1 , Lsoo , oo � � 7 � ? . . t ALCOHOL DETOXIFICATION FACILITIES 1 JFN 209 J.E. LINCOLN STREET H 1LLS80R0, 0l�EGOti 97124Itk 5 I .:-..- 1216 3,4: 11 3 , Ic��� S.W. ��cNri? STREET I !�a-E I/27/�s 3) 648 - 6 i . 1 TIc�R�, CRi=GOr+ - - PHONE: 150 40 �- 3 REVISION BY I DATA a PROJECT NO. C559 „ IF • i y ;_. _ '."..." :Z/ ! +t1Illliiiil...11.■i11.1rmlai1/g 22111111/ S�Tcta: ama�ia. �{mnitiirrrMaNll0r -.,,. 1w110d i' . .r - s 7 Ilii"ii =.IIr11®01■ 911..HNr11 Mai...1,III1IIII11 2 3 1P.121ii11'�111l1113' t�i6Pa 1 �:vM11.-:w:;v. -,'