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8186 SW DURHAM ROAD-1 �- - J. and Consti-uction ServictL, In( 9025 S.W. Center Street s RO. Box 23784 Tigard, Oregon 97223 Phone: (503) 620-208 fAX: (503) 684- 3636 I- T NN �ifN i uu ce ce_�= CLD PA r d a OIIDG'.)iJ e` S R. WGC7 EXPIRES 11.31.96 w s. t TABLE Old CONTENTS 0.1 COVER SEET t C1.1 SITE 1~'-'LAN AND LANDSCAFE PLAN ---� C1.1 GRADING AND FACILITIES FLANS ca - SITE PERMIT ISSU �a C1.3 EROSION CONTROL FLAN PF ,'SONS: ---' C2 .1 SITE DETAILS SITE co S.UJ. 5k4AFF-EfR U.S.A. TfREAT1`1ENT P L AN T PROJECT: - - - - - PHASE 2 DEVELOPMENT NORTH CITY, STATE VICINITY MAP ' CLIENT: DURHAM INDUSTRIAL PARI 8170 S.W. DURHAM ROAD TIGARD, OREGON Date: 4-- Z.+-96 CITY OF TP3ARD Scale: Approved.............................................................4 !1 Condltlone4y Approved ..........................................1 ]: Drawn by. Y.S. For rnfy tho tt: rI 0 cribod In• pc;�Mrr t1,00. dm z-- Checked by: J.D.A. See lettorto:FoIIV.r................................................( 1: Job No.. 950930 S 140 g � Drawing No.: COVER TD) etOb Addresa:. — °�:t�: COVER SHEET �t�J11FD>�L is t�111]ST tF~.t�iJ J0� ,1 � D Q O . f DuSIT96 000ham Rd,8168 9 t of 5 k SITE PERMIT SET, 0 . 1 i NOT-ICE: IFTHE PRINT ORTYPE ONANY r�rl � � SII III III Iii III I I I� I I �I III I I III III II1 I(I I�I IIIIIII I I III III I �I III ISI III III t I III III I�I I I I�I I�I III I I I�I III lil I I I �I I�I I�IIIII III III III I I IMAGE- IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE OUALITY OF THE No-36 ORIGINAL- DOCUMENT £ 8Z "1, 9ZZ6ZSZ ZST Zt tt t 8 8 L 8��I�ii� ����I���� ����I���� ii��l���� ����I���� iiiiliiiiiiiiliiii ����I���� ����li�i� �,��i���� ����I�►�� ,���I���� ����I���� ����I���� ►���i���� ����I���� ►�I�l►ll� �►����� ������►l , I T1a'S PORTION OF THE SITE +DASHED! IS BEING and Construction Services In DEVELOPED PER SITE DEVELOPMENT REvIEw --- -- ---- -- APPROVAL 95-0001 5 T F G T 9025 S.W. Center Street P.O. Boz 23764 Go. BINEG aGGEss -_ . __ ----______- ------_-..-._-• Tigard, Oregon 91223 PER PHASE I DEVELOPMENT. 15'-@" 9S'-6" ?I6'•Im" 61'-®" 4'- 11 4m'-m" 1 APPROACH PER wA61�4INGTON COUNT,. -- T- _ >� TAX LOT 401 I I I I I 1 I 1 I I SITE I Ior 1 , I I I I 551© sF , oax) Phore: (503) 620-208 8 � iiiiii ,L ��-rr T—r FAX: (503) 684-36TAX LOT BUILD1N8i 4001 i i I__._ .S,TE DE+iELOPrIENT•�-- -ilr=__._ � � I I -„ L_.J__�_i_1__Uf;� _� r PER PHASE ! �'_ IMPEk✓IOUS S.JRFAC•E 15.96?.b SF. 45.14ri a- -=- ( I t MAILBOXES 395.00' ❑ 1 1►,i __---11L_____J / I I I I 1 9 Im _m ..� 0 '"� -' -' I I LANDSCAPED AREA 14,141,4 SF. (75.26X) I i I i a CUOF 61DEWALKI_ b — A io /. I I TAX !"'IAP NO 25 1 I2CC DURHAM RD. _ ! � r IRE HYDRANT B A 1 A I 1 �� - - w -EXTG. n jr DC'NISTRUGTION PERI y I 0i j� 0 0 _ -T- --- - I I TAX LOT NO 500 (WASHINGTON COUNT( I � I I r � � / � �� 1 1 PROJECT NO.2289 I I / U a - G-- -- -�-_ ----- A ` - =_ I I L,0DRE55 - - - silo 5.W. DURHAM RD. ..�_ - V I H D NT. 3®' LIGH I ��1 _ TIGARD OR I I I / - ------= • . P►- S!� I POLE- I I ------------- -E>(% V 11 „T P. �9 / ® ( I PARKING --- 39 SPACES 8'-8"-(r m'-16" 4 " 8 0 8-8"a69' 4 .__y t--- _ - ----- - - , —- 2 i, G, , 4 COMPACT, 33 STANDARD) m" HOUSE TO BE REMOVED �3 • 88 ■26 - 6'-p 8" 2 -8"all'-4" v 3 • 8'-8"•26'-4" c0 I - I I _, i - 1 -- __ .. y - al I IY I S I T E i N F rJ R M A T 1 O N u I ep �, I - 15"RN T I °�■ a0-' BE RE MO {E DIrUg I I I I • 1 - :EEL ST�P51T1 g 0 { " LnADING- ` s TOE THREE EXISTNG 5TRtJGTURFS W : ILL BE REMOVED DEMOLISHED .S PH45E AINTED `b1 -T P ' �p AREA PJTRI �� _ _ -- --- _. y A I I 15 DE`/ELOPED. p— ri ..r► I / __ __ / I 9_Ar Izzz" , H _ I I THERE ARE NO ON OR OFF 317E NOISE SOURCES. 1- „" ✓ , I 4,ISmm F• I ;� I 4800 5F. BUR. IED P;PE j>+LNC�+ TRIER ARE THREE EA5E►''ENTS ASSOCIATED WITH T HIS SITE. THE OREGON DEPARTMEN- 8 1D 2 I t I t SE AC.I�ITIES rLAN 91-0" I -���-� ON �EE1 G11 OF TRAN5PORTATIOr. ,-4AS A 5'-0" CONS(RUCTION Ea5E"IENT ALONG DURHAM ROAD. I a AN E ASEr-LENT WAS PREPARED FOR THE GONNECT,'ON TO THE STOS "► WATER MANHOLE I - I 1T� ( SNAFFER AVE. DURINrS- PHASE 1. A JOINT ACCESS AGREEMENT HLS BEEN INITIATED ! I - / j12 i I BLDG. CI I I ( BETWEEN THE TWO PROPERTIES (PHASE ONE AND PHASE ?> DURING PHASE 1. I ► I i e �.,� �LC/i - I I I I ADDITIONAL Ro.w. ' pHAS ALREADY BEEN DEDICATED ALONG D RI-.AM ROAD. I I 9 405.00' er I L REA-Tl r- 1 -4 CATCH GATGN BASIN BIG1 GLE RACKS - �.�� ~ - SHED TO BE REMOVED I I REFER TO MASTER PLAN, SHEET 1.3 FOR ADJACENT PROPERTY AN TRIER USES. { I 1/2" GON5T V,;N .+GGESS 9/G?-I SEE 3' ©"Id'-©" 3'•011 __G,APTGH BASIN , I I EASEMENTSPACE "�� I I I ., 11 1 „ ,1 I I i L A N! D 5 C A P E P L A N NO TES - SITE PERMIT f�E'VIELU I I 3�'-@. 41 -011 _._4m_.0 4'1 -m _... 12O'-+�' 2C:'-O" !2©'_©" 16'•0" I I __�--- ��-- ---_ S(TE PERMIT ISSUE I DEDICATION ( I THE LANDSCAPED AREA AT DURHAM RD. ANC T;;E CENTER PASKING ISLAND a i EVISIONS: WILL BE SPRNKLERED. SPRINKLER 5'r'STLM W LL BE A RC�7ATlNG TYPE g1 5TE!`I W/ ANTI SIPHONING VALVES. ALL LANDSCAPED AREAS WILL HAVE 6" MIN. OF SANDY LOAM TOPSOIL •aND 2" "•I:N. SITEPLAN OF LEAF MULCH OR BAWCDUST. SEDIMENT FENCING ;W,LL BE USED FOR GONTROLING ANY EROSION THAT oc� R DURING THE ON S!TE GON5TRUCTI0N ACTIVIT!ES. A GROUND GO✓ER PLANTING WILL BE LISED TO 5TABLIZE A:.NT SLOPED LANDSCAPED AREAS. A TREE RE`10VAL PROTECTION AND I•''ITIGATION PL-%N FOR T«,!8 PROJECT u.,�S "REPARED BY WALST.GD'S .sRBORICULTURE CONSULTANTS DATE APRT .5 E'ER TG-.E REPOR' A TOTAL Om :6" CAL HEIR INC"ES NEED 'O 5E BESIDES TWE TREES THAT ARE REQUIRED TO MEET THE LANDSCAPING ORDINANCE, THERE ARE 4 A7/D'T;CNAL TREES :3 GRAB 4F-4�LES, I COLUMNAR REO MAPLE) AND 135 ARBOR'/IT--E WHICH PROVIDE ?14.5 C.%LiPER NICHES, FOR AN EXCESS OF 110.5 CALIPER ING�4IF5. • PROVIDE ORANGE BARRIER TREE PROTECT!ON FENCING DURING CONSTRUCTION AT ALL TERRS TO BE SAVED. FENCING SHALL BE LOC,47-ED • DR:P _INE lis'-0 OR AS FAR AS CONSTRUCTION aL-OWS. --- -T-- ---r- �� Ak , I I I I I I I I I I I I PROJECT: ---- I I r -►-*-r-r 1 . . . . . . . r-7—r__T, —r-Z— : I I i I I I I I I { I I L----J'1.----� - DUMPING OF EXCESS SOIL OR CONSTRUCTION MATERIAL IS NOT .�L�OWED WITI4IN THE ----- _._ . . . . . . . �...�.a..���.d��.,.1.�'•'�' � I I I I I I � I I I I I ! ! L_-__JIL____J i DR!P LINE OR TREE FENCED 'REAS. NO EXCAVATION WILL OCCUR WITHIN Tim4E DRIP � PHASE 2 LINE OF THE TREES WITHOUT THE NOTIFICATION AND CONSENT OF THE PROJECT ARBORIS'-. _ �, 3S500' ❑ r t+;t-___JIL=r==a I I I ANY TREE TO BE REMOVED WITHIN 15 FEET OF A TREE TO BE PRESERVED SHOULD HAVE 4015"00' THE STUMP GROUND OUT RATHER THAN EXCAVATED, DEVELOPMENT . L AWN-TYP. I I ` LL "E FRED 'QE,=. R:�. AND T"E GEN-ER P. QIC �.G 5...:'�✓ �--18"♦ CEDAR i ;.� 3E 9 'vKu E>G'ED. SSR,"�KLEQ ST ST=~ BE " RO""_ `, s " ZE 51 S-E: * 1!1 I t I I I .i �`� -.N`i !ems %L /E5. — I � 5. -+ON :G �.., ` 3- - - - I( BvG..G�PED R��4E_G_C5wWI.�y'_ - -VEb O'_ 5 _•`D� EO- LIE,=��3m ♦ FIR �0�•' 'O�'S0:_ \D :" "' �� CLIENT: DUR HAM _ � =ENC'`.G 5ESECOQ -�- - ON9IECO' S.!?"♦ BLUE SPRUCE OCG.RI "♦ tiG INDUSTRIAL D'�R NG '-t CROuND CO/EQ =_-`4 w :'SED -O STABIL;ZE a°vY 9t-OF'E^ 1.ANaSG•�nED �R=AS. ' PARK 8170 S.W. DURHAM ROAD k ; _ _ _ --� -- -- -- 1 ■ I I PLANTING SCHEDULE rIGARD,- OREGON I I ..�► I t1� �: - - U- --- - - _ 4ow -24-96 I I � r-- I COMMON NAME 1~ = 30#_01F 0#-0 Date: _ t Scale: I I 1 EXISTIN� CYC ONE FENCE QTY. SYMBOL -- - --- -----_ ISIZEfMIN.) SPACING I 3 r _ _ ____ BoTArllcn�- NAME_ _ Drawn b Y.S. r0 �M tN. FENCE 5�►RRouNDS I — J %I I ■ j ■ _ _, I ErJTIRE HA8E1 I AND 2 SITES. 3 AILIi fi---_ _- -- CRABAPPLE A8 NOTED Y �ROSACEaE G.GLiPER I Checked by. J.D.A. ' COLOMNAR RED MAPLE 3'' I - `— ;,� Job No.: 950930 I I , -_ . _ I I I 5 ACER RUBRUM CALIPER As +c tE'. Drawing No,: SITED �\ __.RED SUNSETS MAPLE 3° j?0'-rd" O.G• i I i 24"0 PINE AGER RUBRUM CALIPER Aid SITE PLAN + . EXISTINCs CYCLONE FENCE I I I OREGON GRAPE 20"0 BIRCH-" �-" ~--12"o BIRCH ..4 e CEDAR �24"# PINE 2414 CEDAR � �- 20"e TO REMAIN. FENCE SURROUNDS b _._ . 5 GAL. 6 .0` D.G. 3'''" ` COAST PINE ENTIRE PHASE I AND 2 SITES. I I i ^AHONIA AQUIFOLIUM I I I _ ARDORY I tAE135 3'-0�D.G. LANDSCAPE TWUJU CALIPER VINE MAPLE i I I I I 6 AGER GIIRCIN -- ---- 5 6"L, b'-©" O.G. PLAN TUM I I S T. JOHNS WART NT-PERIGUM--.—Y-N � C I UM d"POTS ib''U.G. _LAN[»APE PLAN ExISTING TREES TO REMAIN (SPEGIEB AND SIZE NOTED ON PLANS) EXIST!NG TREES TO BE REI-10VEL.) (SIZ:. Durham Rd.8168 SIT96-00022 AND 5PECIE-5 NOTED ON PLANS' 2 of 5 SHEAT • ti � 1 1 � r... -+11-_::::.•'..�"a. .'_ �,,., 9� ....:;. .:.:,:u.•i ._.,.,:...R..u..-._:y;;:w, ..-s.. .....:�a:.r--. ._. ,.,...:y�,�%Y1G8ur..,..rr.Da�atlw+'�Ih'tlflRN�.r-.: �1-�.,. NOTICE: IF THE PRINT OR TYPE ON ANY I_ Tri Ill III--I -I--I III Ill III I I III III III I I III III III III III III III I i III III III 111 111 I(1 1 1 1 I 1111 III 111 III III (11(1( 1 I I I ( I 111 I(I I I III I(I I(I III III III I 1111 I ' IMAGE IS NOT AS CLEAR AS THIS NOTICE, --I III __ 1 _ _- __1_ ____- ; / y ITIS DUETO THE QUALITY OF THE 12J— _ _ _ _ No.3e S•��,,, � r I l il ORIGINAL DOCUMENT S >G i BL LIG 9G �+ 6L 8S- L tiC �UZ 8i $t Lt 9i 9t 1Yi St Gi tt t 8 8 G �9 9 E LI��tal�ue III IIIIfIIii IIIIIIIIIIIIII IIII I II�III II � I I�lllll III I I I 111 I ..II �� ( (UIIII Illllllllllill III 11 I I II �� � �I I I II11 II 111111 II I I III I IIIJilllllllllllll I II i 1 �� II i III 111111 {111111 11 IIIIIiIIIIIIJJIIJllllllillll II I II II lI III I�II�I .11llllll�lll llllllllll►►>,�1 h' and Construction Services Inc. THIS PORTION OF THE 51TE (DASHED) Z BEING ` DEvELOPED PER SITE DE'✓ELOPMENT REVIEW APPROv�L.L 95-000! 9025 S.W. Center Street 4 P.O. Box 23734 Tigard, Oregon 97223 v ,i \ roes Phone: (503) 620-2086 FAX. (503) 684- 3636 --J'L-- -- -}- �� I I -r-r-r, ♦010 1000 r -r-r-i-rr-t i A..� --411,- --- •� �� I I I I I I I I I �,��r -- ---ilr---• 1 I I \ i 16.,J..-L.-L L J--L-.1 �.-1_J.._L.-.L .l- _! _1_� I �'r ^ --�]I[=—�. ] coR A D I N Cl / F A C I L I T Y N O T E e _ ------ `,° I I � I. PORTIONS OF tHE PROPOSED 511E DE`✓ELOF'MENt FOR PHASE 2 WILL OCCUR11,135 (APPROXIMATELY) DURING THE LATE SUMMER OF 1996. PH*',SE 2 WILL BE DEVELOPED IN SUB-PHASES AS THE ECONOMICS GAF THE DEVELOPMENT ALLOW. ALL IMPROVMENTS WILL BE IMPLEMENTED A5 NOTED ON THE CITY �� ✓� _ ` - _ I I APPROVED DRAWINGS AS THE PHASING SEQUENCES ALLOW. ,,�O"E 'Na. WG I ! a STORM SEWER LINES SHALL BE SCHEDULE 40 -�B5 :Du ,/ OR SCHEDULE ALL EXPIRES 12-31.96 40 P'•✓r. Duly. I 3. THE APPLICANT WILL CONNECT TO AN EXISTING SANITARY SEWER LINE vj% trj,'' / �✓a v1� '� l �. \�,� I I WHICH WAS 5TUB5ED TO THE PHASE 2 PORTION OF THE SITE DURING -0 '" I ( THE !MPROVMENTS OF PHA%5E I. FF ELEV.sI 15 � I � FF ELEw.•165.5 4. THE PLUMBING CONTRACTOR .S R._aPONG,BLE FOR PRO,/'DING THE NE.GE55AR*1 1It \ ,IJul I 1 1 I I DOCUMENTS "ND OBTAINING ALL NEGE65.:4R`1- F'ER1"11T5. e __ \ T- , 11 LL EXISTING GAS RDE . , I SITE PERMIT ISSUE w• REVISIONS: PROPOSED GRADES A a GRADING PLAN .y 30 -0. I ! i 1 1 4 3 V' r I I EXISTING SAN!YART SEWER LINE EXI5TING BURIED PIPE--�y WAS STUBBETO THE SITE (PHASE 2 i c� TRENGI-i PER PHASE 1 EXISTING MANHOLE D DURING PHASE I DEVELOPMENT. 1,-4E LINE � I I WILL BE EXTENDED TO PHASE 2 AND I I ----- s.D__ PRO/!DE SERVILE TO -HE DEVELOPI`-FNT. I J_ ! I♦I�i - - t Ex15TING 1 112" WATER 5ER✓ICE EXISTI*j FIRE HYDRANT LINE I ' -----STORM SEWER LINE INSTALLED PER PHASE ! INSTAL! EG PER PHASE I I II -0`✓ERFLOE LINE EASEI"!ENT PH.>SE ONE ' nx // / I I I (PH465E ONE) SHOWN OUTS;DE PROJECT: W EXISTING FIRE HYDRANT I I I OF FROPERT LINE FOR GLARITI —� ---- _ 'PHASE li ____JAL.. ___J I I ♦ OF DRAWING.I ' i T--T �—r _ - I I I I I I I I I I I I I I I c ! r•T-T-r r� � � � f . r -� `•rr-t-rT-t !� I L----SIL._---� ! � `I fi If h- i I-----41�-----I 1 1 PHASE 2 -- 1-- -- -- --- --�-- til ��\� ►;�----ilr----� `C I I - $� • ----- -- - I �-J--1.-L_1_J-_L J �-1-J--1--L- -I--L_-� I I,T----�i�_--_� 1 1 , p a a I I DEVELOPMENT — - ©. C4 A "t L BLDG. r I I I ! I 0 EXISTINGFIRE HYDRANT di I ;III 41-011 !P ) HASE a C.rJ 310 SD PROF�05ED RIED PIPE TRENCH S■ 005 lSo LF.) SEE 2,/G2.1 DURHAM 4) Cp I I 7 1 i WATER LINE TO PHASE 2 a I 13 ? INDUSTRIAL — r FROM LINE INSTALLED O (III I I �1 (, 4 y FROM PHASE I �- N � CJS. 64.55 �n -- PARK I � � I '� 1 � ---- O � �t�. INV.•162.55' � 5 0 1 ( , I _ --:• - �_-_ ~\`�y � .� __ -�� I I I y U 8170 S.W. DURHAM ROAD �'� m +; v r l� o �� IIII I TIGARD, OREGON �` � / � ��tr" p /'0 /`0 4"0 !0Y 6' 0 SD LS 00$ , 122 LF.) / 10"41 5D S■.02 c 145 L.F. II I v, I a _-- _--• 036.5 LF ) - �, II, 10" I.E. AT TRENCH I O 0 �� i- c G.o. Date: d• I I �' =- TITT 4 I 1;j1 : 15 sz' Scale: i = S - BUILDING G2 , cit BUILDING G! I I Drawn by Y.S. I I I 1 - __.__ • � I 1.� - - IIII I I 1 ' Checked by. J.D.A. c•m• _ I o I I;li 0 I I Job No.: 950930 Drawi, I No.: GRADFACP I CAB.-2- DOWNSPOUT-TYP. GRADI I NG I I I I RIM•ib'1.05' RIM=!64.00 I I i j I I I INV.*166,44' INV. 163.00' IX AND W I I I FACILITIES PLANSI I FACILMES PLAN Durham Rd,8188 SIT96-00022 3 of 5 SHEET lei NOTICE- IF THE PRINT OR TYPE. ON ANY I ( I 1 1 1 ! 1 1 1 1 1 1 IIIIIII ( IIII I IIIIIII III I I I I I I I I I I I I I I l 11 III III I I I I IhI III III I I I I IhI III III III I I I I I I I I I I IIIIIII III III I I l i l l l III III IIIIIII I I III IIIIIII IIIIIII I I ! i I I /G�� ) �UD IMAGE IS NOT AS CLEAR AS THIS NOTICE. ----------- IT IS DUE TO THE (QUALITY OF THE �11911tillllll�l No 3°ORIGINAL DOCUMENT f; 8Z 8Z LZ Z 'bZ SZ Z LZ OZ 8IT 8I Gt 9t 4i 6t Srt Zt it t 8 B G 94 3S Zs��uN,,!LII T31111 1111 lW�.�l1111111r�111 and Construction Services Inc. (;enter Street P.O. Box 23184 119ard, Oregon 97223 Phone: (503) 520-2086 FAX: (503) 684-3636 -- \ A / 395 [] 4 W + I I / atcataN / I + I I I SES R. t4l, 7 _ _ _ r ; ExPiflE3. 12-31.96 -SEDIME?T FENCE U ERECTi� Iq ( OFBUI DURING AND,5 IIGTION T_u­7 -- _ ; OF BlJIl1DINf.'a AND,B U G VEL CONSTRUCTION ENTRANCE -J- I I C1_ -- f / -- F'R. VIDE STRAW BALE SEDIMINT RRiER5 AT C.'ATG 4 BASINS-TYP. _ W --- -T ' I I err► ! BUI DING 2 y I BUILDING C1IL 1 I I I 1 I TE* PERMIT ISSUE SEDIMENT FENCE - -'"`�^ 5EDiMENT FENCE--' I I I REVISIONS: ERECT DURING CONSTRUCTION ERECT DURING C0N5TRUCTI0N I I f OF BUILDING C2 AND D OF BUILDING CI I ! I I I Lr- _ 1 ETON CONTROL PLAN PR;11EC l: PHASE 2 3.4.2 Temporary Sediment Fencrss DEVELOPMENT . vde aqs 4w"stili w"'n"'''"s"n 3,4 Recommended Design Criteria • Approval of"asasion/sadirnentation control(BSC)plan does not 1?1Lmm The filter fandc shall be purchased In a continuous roll cut to the length or fach Mrf TbyZ-by14 , .,,r. 'TIGARD, OREGON eOtasdl9Rt an apPra,al of permanent road or drainage design(e.g.size end the barrier to avoid use of joints. 'Nhen joints are necessary,filter-loth shall rabrKw e I 3.4.1 Craven Construction Entrances iooawlt Of toads,pipes,rastriotors,channeb,retention faeilitites,utilities,etc.). To reduce the. transport of sediment from a ccrostruction site by be spliced together only at a support Fast,with a minimem 6-inch overlap, 0 •qw" providing a temporary physical barrier to sediment and mluclng and both ends sec- fastenM to the post. CLI�'+T • MW ireplaUm"dm of these ESC plans and the construction, maintenance, runoff velocities --- Tapralttlsswrt,and upgrading of these ESC fadlltlee is the respansibiNty of the The filter fabric fence shall be installed to follow the contours where I ; 1 To reduce the amount of mud,dirt, rocks,etc,transported onto roads ` appikeett/contractor until an construction is completed and approved an l yon itions Why ra�i� Aoylltt feasible. The fence posts shall he spaced a madmum of G feet apart and 4 I i by motor vehicles or storm water runoff by constructing a stabilized vegetation/latdscaping is eatablisheci driven securely Int) the ground a minimum of 30 Inch "' ( pad of gravel at entrances/exits to coturtruction sits-Down slope of disturbed areas where runoff may omu as sheet es. Itx= I DURHAM • The boundarlet of the clearing limits mown on this plan sWi be dearly rn..,.ie A trench shall be excavated,roughly 8 inches w,de by 12 loofas dee b S:�IitlLtons When Practl A I , 4 •pec I p• lex;+ ;J + frit tri the field prior ro construction. During the oonstrurt3tsn The no upslope and adjacent to the wood post to allow the filter fabric to be buried. 1� / r.'.0 c1-ere disturbarwe beyond tine nagged clearing limits&Neil be permitted. The At the tyx of soU stools Filo. At any construction site where traffic will be leaving the site and 1q% e3 a•� ,.� INDUSTRIAL Aaggatrt`shall be maintained by the applicant/mrntractor for the doratirn.��( • Wbwrt standard strength filter fabric is used,a win!support fence shall lx '� + t ..... moving directly onto public roads,other paved areas.or other ��ob �� n• construction. approved access paints. �sYV`e�`r \` PARK • At intervals as indicated on Figure 3.1 along the contours of large fastened tienuely to the ups"side of tht posts using heavy-duty wire ~ I ""^t I �•q'at4• 6 Ain. s .' disturbed areas. staples at)east 1 Indi Ione,tie wi»or hog rings. She wire shall extend Into (I I I I i ilRlt`�Jlb�lilL ?I� ' a+°�•4'e:= A.h • The('SC fang sed showy,on this peen must such h a n uetad In conjunction the trench a mininnum of 4 inches and shall not extend mora than 3h inches I I n efts with alt cleating and grading activities,and in each s manner ac ro insure that At grade breaks exceeding 20%. above the original ground surface, 7-ay a.,a-d +,+ :, h a /' s: �aiPa off%+baa s y 'V�•^i �'"•'� ! • See Figure 3-2 for details. / ..roe•`os rlay.y d.• -,\ 817 0 S.W. DURHAM ROAD saditnmt laden water dors ten enter the deunage system or violate applicable e�ebe,,,,,Q v� t +aesaa���.. vveQ a fiollowinR discharge tn'elfrl a sediment trap or pond The etanc'erd strength flltes fabric shall 1>t stapled oc wltnM to the ferret,and tai"p°"' -�` - - Maternal should be mean pit nen or 2' minus gravel. � a� i 20 bnchea of the fabric sluel be extended into the Bench. The(attic shall rout Notes Radice 2!'min A TI G A R D, OREGON • The�.:facilities shown on this plan are the mlu>ju,um requirements for Sediment fences shall not be instar;ed acmes atrenna a-xtend mare than 36 Inches above the original gTc rend surface, filter iatric •Nary Mn^'"�'1nMr \ aatttdpaMd rite conditions. [hiring the construction period.theca FSC f!asldtles shall be up Jed a needed for nrly shall not be stapled to existing trees. msrerut.n N hr f,- 6r* expected storm sweets and b(n Ih>FiuiS;tilgria/Sj1tLf�S3tlli!O! , h The gravel ped shall be t least 8 Inches thick and n feet in length. grasses that sedimm. t-laden water does not wave the site. ___-_. Width shAll tx the fol!width of the vehicle ingress and egress area. to f lean pit Pun or 2"Minus C,nvet s'min. ' When extra strength Slier fabric and closer post acro are used,the wire 20-foal mrnunum pad length may be acceptable os approseel for single ru redo Reinforten+eM depth g 1 pmviJe Full width Date: Io • Ste Figure 3 3 for details. mealy s or wired fence may be Ile poll ecl In such a case,the filter O fabric is roe.f.bq[ family and duplex residential construction sites. C.e.dexuta,as Rrquired of Ingress/Egrets Area* w • The ESC'facilities shall lx Inspected dally by the appllont/oaaittactox and stapled or wirtxl dtrectly to.he posts with elf other provi�iwys of the above Scale: 1 = 30'-0* maintained as ne:eesary ro ensure their continued functiotung. • Ma>,imwn sheet at overland flow path length to sediment fence 1s standard note for standard Strength filter fabric applying, 2'r Yin 14 p.-in\ Additional gravel may have to be added periodically to maintain per Figure 3 1. i•b' '9"'" a " proper function of the Pe`i •2(Y may,for r,'ngle family and duplex rrrsldenhal Drawn b y Y,S. • The ESC:facilities on inactive sites shall be inspected and maintained a Sediment fences shall be removed when they have served their useful MlA n um of once a month•+r within the 48 hour following a storm event. Sefection of filter tabric tensile and bunting strength characteristics purpose,but not before the upsiope area has been permanently stabdirrd. if the gravel pod doer not adequately remove dirt end mud from Checked by: J.D.A. depends on the support fence. Fabric attached to chain-link fence need ti vehicle wheels such that mud and dirt tracking is evident off site, Job No.: 950y3� -,,,,, y additintial measures must be taken Such measures may include • t no time slut) tncxe than one foot orf aedlmttstt be allowed ro accumulate not possess the carne strt•ngth ae erne attacher!ro a fence of 6-by h-inch c-+edrme+nt fences shall be inspected by applicant/contneror imrnadistely '- hosing off wheels odors vehicles leave the site or other conetruct»,n within a trapped catch baenA All ^atcit basins and convtyarla Ilrtas sfuli be reinforcintt war. Selection is thus based on standard engineertnR after eA&rainfall and at least daily during prolonged rainfall. Any required "' i cleated prior to paving. The clea„!ng operation shall Act flush sediment principles. Synthetic filter fabric shall contain ultisviolet ray inhibitors repairs shrill be made emrnediatelytechn . • qzees;.cork operations modiflcatiorea. Wheel washing should be Drawing No.: EROSIOP� laden wale info the dowrtutieartt systi m. and stabilbznrs to provide a minimum of 6 months of expected usable done on the gravel pad and wash water should drain through a ail, construction fife at a temperature range of VP to 120'F -- e1•„ trapping structure prior ro leaving toys construction!rite • StabUfsed construction entraructesi shall be Instaged at the beginning of coostructfon and maintained for th. duratYx,of ”prop". Additional • All materials to be in good physical condition to provide proper � { Use subgrade reinforcement geeMxtile under gravel pads lot all but n*asyar"may be required to insure that all paved arose are kept clean for the sedhnent retention duration of the pmlecY. • At ----- rcrostrvction of s single family/duplex rroidtnce on an ernstinR lots of EROSION record. 4 no time shall n,��Te than a one foot depth of sediment tit allowed , J to acnimu!..tr behind a sediment fence. Sediment should be removed CONTROL or regraded mt:,slol+Pa,and the sediment fence!repaired and re- Erosion Control Plans Figure 3 3 Erosion Control Plans Figure 3.2 Pstsbilshect xi needed Technical Guidance ilandbook SrMifftent Fence Technical Guidance Handbook Gravel Construction Entrance PLAN u Durham Rd.8168 SIT96-00022 4 of 5 SHEET 1 . NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I l I I I I I l I III III I I I I IIIIIII IIIA I I I I� I I I I I I I III III III ! 1 1 I 1 I 1 1 1 1 1 11 I I I I I I IIIIIII IIIA I I I I J I I I IIII 1 1 1 IIIIIII III I I 1 1 1 11 I I I I III I I I I I I I 1 1111 11 IIIIII( !I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ]1 i �I I ITIS I�LiE TO THE QUALITY or= THE _ _ No.36 o ORIGINAL DOCUMFiJT 8 + 8Z 9Z GZ 9Z 9Z 6Z E�Z ZZ IZ UZ 6T 9I Li 81 9i 6T El Zt TT i 8 �>3 L e t9 ib E� S tar,trt IIIIII!IIIIII IIIIIIIII IIIIII►II IIIIIIIIIIIIIIiIIII�IIII I►Illllll IIIIIII►► IIIIIIIIIIIII►I►I I II I I i IIIIII Illi Il l l�llll I III f I 1 I1�1 I I I I I I I1I I I I ITi 11111 1 1 1 1 1 I,i I I1I I I I I I I I l II Illi IIII IIIIII Ii Illi I III ff � � I II IiIIIiiIIIIiI�LlltUlllllllllllll IIIIIII 111ll1,1111111�(lJ II I I IINi iI -,.•w+w. ..e...rLtu r.„. .....,. - i,;;m. .ir. .. .-.:,d�J�bK-,I.d?w:v.SKw:1ai�St`+,)1PL:H+11d'.L•t1'i�7W.Ti'1 + e.'ew'. P I inn , ,Ir, Irm Iirlr, ' .PIVIe .1r, 1111 ; _ a 5 0 ._ -__ 134'•0” , /ISTING PHASE ONE ; , I ' �, � �-''� '� W t'rnir► 'e(Irrt � 11,0 fluM /ilk i ;,)rd, (lrcgwi 1192 S I " , �0 1 " " " -S.D. LINE FROM PHASE ONE I'hr�u: (14 ti' h• II 701 8 PERFORATE , c 5.D. LINE -- INSPECTION 8 PERFORATED 3/4 TOI 1/? CLEAN --� � !� 18 • PHRfOR..aTED P•PE 1 � � � PIPE CRUSHED ROCK AND OVER-FLOW - SEE / + F 1,11: (',',II it f,fi4 '.fife Sh PIPE FROM 51''E. DROP _- ;OBSERVATION DETAIL 4 Z / I 'G'"o P'F'E FROM TEEI 3 '4" TO 1 I,T" GLEAN - -'O I'ERFOR"TED LID. I - I _ I F CRUSHED ROCK SEE 5 -- E - I ■I A©' 1 @ t EhR - y, - - - _ - --- -- - - I 1 , _ , _�. - --. _ •� i� iMPERME BLE FABRIC r �� ..-- R(STING BURIED PIPE h r , ' , -- `r' r • • t�" . .r T 'OP I � A - — IMPERMEABLE FABRIC -- E _._ _ + OF TRENCH e I 1 t-' - -- ----..---- TRENCH SYSRE►•'1 FROM - •• �• •;'.. . - - �� At TOP OF TRENCH k---- I PHASE 1 DEVELOPMENT ( I�.1�5 t• f:. , I.E. •161.33' @ I- %•, •:. ,�..'' PERMEABLE FABR G L I i - -- -- - •, ..... AT SIDS AND BOTTOM nll[IN,tN PERMEABLE FABR;G �� 1 - AT SIDES AND BOTTOM - - -- • OF TRENCH. _ _� - 1 - - _ (- _ - 0` 11311-4 ' - - , or- RE - r -- n I - _ f r j �s - r G E N E R A L N O T E S EXPIA S I I ?O 1 f PI INSPECTION 1"IAINTENANGE REQUIREMENTS: INSPECT IMMEDIATELY AFTER CONSTRUCTION, PIPE THREE TiME5 A YEAR FOR TWO 'T'EARS AND ANNUALLY THEREAFTER i INSPECT FOR PONDING AFTER STORM EVENTS. p 18"0 PIPE MAY SLOPE (DOWN) TO THE WEST TO ADJUST Tp SITE CONDITIONS. I TOP OF PIPE AT ;,VEST END SHALL NOT BE LOWER THAN INvERT(BOTTO") Or- PIPE F PIPE AT EAST END. • 2 SECTION 'THROUGH BURIED PIPE TRENCH _ _ _ _ � CROSS SECTION AT TRENCH 1/4" . I'-0" -- .161, CURB PHASE 2 EXISTING PHASE ONE .- • SEE DE'4:,_ 6 5 • ° d• ' ! 4" CONCRETE SIDEWALK CURB JOINT- , • , • • BROOMED CONCRETE , ' •° .. I SIDEWALK W,' 'OOZED —' 10"# STORM DRAIN LINT FROM PN.;bE ? 18"0 COUPLE ID"• STORM DRAIN LINE FROM PHASE I ° •' EDGES-TYP. NEW 18"0 PERFORATED � NEW ItS''0 PERFORATED � _ .--._ ���J.'--• PIPE. -- 1D TEE W/ DROP INTO 18"ll, P'PE PIPE. I �--ID" TEE W/ DROP INTO EXTG. 18"• pipe 2" OF 3/4" MINUS BASEROGK - - -- ~- . - - "' I , EXISTING 18"0 PIPE I I / - - - ' � _ •- -_----_____.._ ____ --------__-.- ------DETECTABLE WARNING j SURFACE. - --------------------------- COMPACTED SUBGRADEFACE OF BUILDING 1 „ I rI 1J .. , „ , •� — _ rr rrr rr-1111111111 r—rte._—r__—rr NOTES -- --------------------------- CONCRETE I� CONCRETE SHALL BE 3,000 1051 AFTER ?8 DAYS i i i I i ' __ 1 I r ! 6 SACK "11x, SLUMP RANGE OF 1 1/2" TO 3" I I i -`----`---- --'-- ---- _-`-- - i ~- PROVIDE SMOOTH, -- --- - ------- -- --- - - -- .i. LE TRANSIT ON -- t ---__ _-- VEL r PANELS TO BE 4'-0" LONG - -1 I / EXPANSION JOINTS TO BE PLACED AT SIDES OF � DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR / / RAMPS, t AT SPACING NOT TO EXCEED 3D' OPTIONAL 10"0 OVER-FLOW -- 1©"o OVER-F OW GAP ID" TEE FOR POSSIBLE -''� LINE. GAPPED 10" TEE FOR POSSIBLE X LINE TO STORM SEWER ,• - PAINTED WHITE FUTURE O'✓ER-FLOW CONN. FUTURE OVER-FLOW CONN. I i STRIPES FOR SIDEWALK Ap,JAGENT TO THE CURB AND POURED AT I SYSTEM - THE SAME TIME AS 7NE CURB, THE JOINT BETWEEN THEM PHASE 2 5�4ALL B A TROWELED JOINT WITH A MIN. I/?" RADIUS. P DEVELOPMENT CURB DETAIL PLAN VIEW AT TRENCH PLAN_ 4 LA VIEW AT TRENCH 3 CURB RAMP DETAIL DURHAM INDUSTRIAL �,.._._ �i�-•-� /- DISABLED P.QRKING °,:GN '/ ew r ♦c■ tsn— / I cr..nrwwr� PAR. _ A c c e 8 I e I � I T Y N 0 T E e 1 .70 c>. W. DURHAM ROAD .r.a,. "w".w � ti.�rrw w. i ' /ry� / �,/� i9_ /� 61 `—~---- FACE OF BUILDING _ _ ra>,. - c •••: �% 'HONE: X503) 639-.-1391:) •' � '•' '' .....• 00,/ r- r- . ,%Na I� ��� �. ~, I �L .7rarrt. _ ____. l _ 18 I. ALL AFFECTED PORTIONS OF THE BU,LDING AND SITE SHALL BE 3. CHANGES IN LEVEL: A CONSTRUCTED IN ACCORDANCE W,' CAPTER 31 OF THE O.S.S.G. .'+ERUPT CI4ANGES IN HEIGHT UREA THAN 1/4" SHALL BE BE' LE:) �i -- - - - - colo: AS NOTE 0 TO 1 VERTICAL TO 2 HORIZONTAL. CHANGES IN LEVEL GREATER THAN 1/2" SE+ALL , �....:.,.... • ' �/� - — b" I IIGN ii;-- STCr` - " / 2. CONTROLS AND HARDWARE: BE ACCOMPLISHED B7 "1EANS OF A RAMP M T! TH �raven b ;DH EE NG THE OF Y kE� S O d PAINTED .0 ,.. � HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING 31095' r 7 �= g OF HE o.s.5.e. ;hecked by jp 1 STRIPES (;r r"� e DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING ' C -_p"" -•- ,o �_ l �'_ ' ' FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER THRESHOLDS 47 DOORS SPALL NOT EXCEED 1,'7". RAISED TNRE9uOLD5 �b (v0.: 950930 o '"' '"► � w•-- rY ry __ ��•�� c+1 OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR AND FLOOR LEVEL CH4W_jF_S �:►T ACCESSIBLE DOORWAYS SHALL BE ;rr...�• q •Jr,,. SITFDTLS ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, BEVELED W' �• SLOPE NO GREATER THAN 1:2 ✓ERT!GAL TO HORIZONTAL. -~ •'"^•�' �•�-��« F- ✓ SIGN DETAIL PINCHING OR TWISTING TO OPERATE, '�� .a•.-.s ran. «La •.. usa, , Ji' M� � 'v � � � //� THE HIGHEST OPERABLE PART of ENVIRONMENT AND OTHER SITE MSL.w.wwt rfN ,+I �~ I ��� ' .�,,•.•••�p••.�. I b ��>!_• ...�.o a.«. I L a. ACCESSIBLE ROVE SIGN BACKGROUND: BLUE p DETAILS �►-�•ar•rL•+M •+) _ CONTROL, DISPENGERB, RECEPTACLES AND OTHER REFER TO SHEET 1.1 FOR ACCESSIBLE ROUE TO SPE B�"LDIPG ,� �••�••,• - SIGN LEGEND: Wr- �_ I " •' ' " '- I OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST ONE OF FROM THE PUBLIC WAY. PROVIDE DETECTABLE WARNING SURFACE ���•�'°"'� d„ J ��-•c•^, '•l•�1 �s .I� _ Ti4E REACH RANGES 5PEGIFIEi� IN SECTION 3105'10) AND NOT r ��'.,o..�a,. i -�, '�-- J �u�� � ',b^ �• I 2e-01e A, LOCATIONS WHERE •+GGESS'BLE ROUTES GROSSES DR 4,'?JOIPJS .� / PIPE BEDDING AND - �,- --v ��r` LESS THAN 36 INCHES ABOVE THE FLOOR, EXCEPT THAT ELECTRICAL � � VEHICULAR WAY. DETECTABLE WARN'NG9 ON WALKING SURFACES b14ALL BACKFILL DETAILS •+t••••••� 4&0 �T 9e_oie btik0 AND COMMUNICATIONS SYSTEMS RECEPTACLES ON WALLS CONSIST OF AN APPRO`✓ED TEXTURE, .4ND '/!SUALLY GONrRo4S7 WITH ~n~ ~• K SHALL BE MOUNTED ED NO LESS THAN 15 ABOVE THE FLOOR ADJOINING SURF AGES. T X7 A i �« �_ _ � - «� - 8"-0" • VAN SPACE T E URE M 1 BE OBTAINED BY ADDING CLEAN CI1Y _-w~, Ua CATCH T�H ©A S I N :a�' :.r.�c 'wu��.w•r MASONS SAND TO THE PAINTED STRIPES, .� --�-•- —ti � CONTROLS, OPERATING MECHANISMS :�+ND HARDWARE, INCLUDES .e a p .qtr)./a•.�aw PAVEMENT BACKGROUND STENCIL WHITE INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION BLUE BACKGROUND AND AND ELEGTRI;AL CONVENIENCE OUTLETS, IN ACCESSIBLE BLUE PAINTED CURB OPTIONAL SPACES, ALONGAGCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL COMPL t' WITH SECT!ON 3109CG ' Durham Rd.8168 SIT96.00022 5 of 5 g' CATCH BASIN AICD TRENCH DETAIL g ` HC. PARKING SPACE DETAIL 7 ACCESSIBILITY NOTE � ;`. _ C2 . 1 . NOTICE: IF THE PRINT OR TYPE ON ANY r1 r l I r l 11 III III 1 1 1 1 1 1 1 1 1 1 1 III I I III I I I I 1 III 11 1 111 1 1 1 1 1! IIII 1 1 1 1 1 1 III+ 11 I III 1 1 1 1 11 I I i l l I l III III I I III III 1 1 1 1 1 1 1!+ III I I I I I I I I fCl I iTI1 11 111 I I I I(I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 111 I (—I �I I f I I 141 I I 151 I I 16j I I I I I I + I I I I + I GC 1L� 01/ ULJ� ITIS DUE TO SHE QUALITY OF THE _ Nage 8•„•,,,•,p,•,,, ORIGINAL DOCUMENT 8 8Z E1Z – 218111-11119til 9Z tifl-111 Fill ZAiZ UZf38roll,, LT`9�t9T6L _ LII�I -Ill II � iIIII .1111Il11111 ►_11t Il� I lllllllllll Illi I �I I III IIl�llllI I III I I j I III IIII II11 ! IIIII1111 IIII Illlllllll. ►1►►ll�ll Ill.►<<1�>l I ►i �I IIII III► ►�Illl�.l il Illl( L1111111L1111llll111111