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15865 SW 74TH AVENUE am - .r..w. .. �. ,y -,�.',.w3i%" ri'. . . ;,`.:r+:P -.x - s vm:* - -c .n..:n.'•. -s^m•rrn q.m,^R 1. ' 4 7'4 ,I t6 1: CREEKVIEW BUSINESS PARK S . W . 74th AVENUE TIGARD , OREGON D_ Gr i Z lr W o n INSPECTION REQUIREMENTS OBSERVATION INSPECTI aM ACIESIING LAB 2 N Z N L0_ FOOTINGS: EXCAVATION COMPACTION 0 FOOTINGS: FORMWORK PTFORaNG 4� i C9 FOOTINGS CONCREIL PROJECT _1 TILT WAFORMWORK REINFORCING SITE ` m TRLL T WACONCRETE Q(�f WELDING - -- T1 D LATERAL LOAD RESISTING ELEMENTS AWK _ DURHAM RD. HIGH STRENGTH BOLTS TESTING LAB ;. �Fl DRILLED EXPANSION ANCHORS r CITY OF TIGARD JPec) EPDXY ANCHOR BOLTS In Approved ally......Approved I k .: S�pp��y ROOFING: J t Conditionally O only theyw/owrlwoea dieeein:•• .•••l ( ' `ELSVIAIK < m PERMIT NO. F4 STOREFRONT/WIHOONS: rDO W F�i 0 :See Letter loI . FOR INSPECTION REQUIREMENTS -SEE SPECIFICATIONS ED N d Attach.......................... .. Owner. N N 0 ~ W W By: -_—— 21P v S ' p H. Job AdOreu: IS®K Sw IA: A,E A'', , r Z N VI PACIFIC REALTY VENTURES INC. 3 0 o W W c3 A 0 0 a. a: E3 17700 SW UPPER BOONES FERRY RD., SUITE 100 GO \ VU r Portland, Oregon 97224 Vicinity Map SCHEDULE OF DRAWINGS 1 o 0 VU Phone: (503) 670-5424 CREEKVIEW BUSINESS PARK a Ii e e Fax: (503) 670-9400 SHEET TITLE I I I I Contact: DANIEL G. MALONEY C-1 COVER SHEET SITE Engineer: G-2 SITE GRADING PLAN G-3 SITE UTILITY PLAN VLMK Engineers G-4 EROSION CONTROL PLAN AND DETAILS 616190 010100 3933 Southwest Kelly Avenue ZONING CODE INFORMATION LEGAL DESCRIPTION G-5 SITE AND UTILITY DETAILS Portland, Oregon 97201 -- -- .- . . - - — _- ---_. -- — - - - __- -- .. - - -- - . ._ G-6 SITE LIGHTING PLAN Phone: (503) 222-4453 ZONING w LEGAL. HE 144 SEC. M. TOwHSHIP 2 5; RANGE 1W Fax: (503) 248-9263 PARKING SPACES REWIRED: WILLAMETTE MERIDIAN; TAX LOT 140D MAP /2SI 12DC TAX ACCOUNT N0. R-51344e Contact: JOHN T. BROOKS BUILDING "' SV-1 SURVEY TYPE REQUIREMENT K AREA PROVIDED BUSINESS SUPPORT 1/350 SF NECE L-1 LANDSCAPE PLAN, AY BUILDING CODE INFORMATION Surveyor- BUILDING 18• BUILDING OLA sFICAncN: e/s1 Y L-2 LANDSCAPE IRRIGATION (BY OTHERS) G & L LAND SURVEYING INC. PE REQUIREMENT 4 AREA FRONDED . NECESSARY CONSTRUCTION TYPE: 5N WAREHOUSE 1/1000 SF 27,875 SF 28 SPACESSIDEYARDS: 4 AT 60' 8112 S.W. NIMBUS AVE. SUPPORT OFFICE 1/2007 6,000 SF (EST.) 30 SPACES SAREA:PRI K9RS. AS A-1 FLOOR PLAN BUILDING A p TOTAL BLDG. •B• 58 BASIC - 8000 SF A-2 ELEVATIONS BUILDING A Beaverton, Oregon 97000 PARKING SPACES PROVIDED W/4 60' SIDEYARDS t SPRINKLERS, NO LIMIT A-3 FLOOR PLAN BUILDING B 94111161 0 Phone: (503) 641 -0308400101010 Fax: 671 -0877 TYPE SIZESPACES PROVIDED A-4 ELEVATIONS BUILDING B Gal 10 BUILDING 'B' STANDARD 1607f MM. . 34x e'-e• A Te' w/ 2' OVERHANG 35 OCCUPANCY CLASSIFICATION. 51 A-5 WALL SECTIONS BUILDING A Contact: sro. NC ( e'-e a 10.' w r OVERHANG o CONSTRUCTION PE: SN Sm. VAN ACCESSIBLE( e'-e• . f0.' Y 0VERNANG 1 90EYARDS. 4 AT 55' A-6 WALL SECTIONS BUILDING B COMPACT ( C K 13' w/ Y OVERHANG o _ � 3}815 AS A-7 ROOF PLAN BUILDING A & B GEOTECH: Toru J6 BASIC /4 50. n SIDEEIAos - 14.000 A-8 STOREFRONT PLAN AND DETAILS wG b BwD ' VRINKLERS . . 3 - 42,001) A-9 SPECIFICATIONS GEO DESIGN, INC. TYPE t N SUE w� S)))PACES PROVIDED _ 17400 S.W. UPPER BOONES FERRY RD., SUITE 230 s ANDsm Hcy MN. ( e'-e' : ie' W/ 2' pyEpHANG z 5-1 FOUNDATION & ROOF FRAMING PLAN BUILDING A PORTLAND, OREGON 97224 D�FSm. VAN ACCESS BIE e'-8• X 1e'w/ f OVERHANG 001 ( e' . 13' w/ Y OVERHANG 40. S-2 FOUNDATION PLAN BUILDING B FAX: 968--3030 68 PHONE: 968-8787 TOTAL: 101 S-3 ROOF FRAMING PLAN BLDG BUILDING B S-4 FOUNDATION & ROOF FRAMING DETAILS Contact: GEORGE SANDERS, P.E. , S-5 PANEL DETAILS & ELEVATIONS Landscape Architect: REVISED DRAWING O RE-ISSUED WITH NO CHANGES DFLETED L)HAWING ISSUED FOR REFERENCE ONLY Otten & Associates PUBLIC UTILITY DRAWINGS UNDER SEPERATE COVER 11855 Southwest Ridgecr ,:st Drive Portland, Oregon 97209 Phone: (503) 644-5063 Fax: (503) 641 -3092 Contact: Janet Otters ••? 15965 S.W.T4"Avenue ARD 91(•90.-0020 41 ROT DATES: 1 4/9/96 9:56.10 AMR Pn�e I at8 4/ 1/1 90. 453m AMI: 4/3�0,,�,9,,,0. 11b.1] AMN FSK ARNI C:\ACAD\VOL\96073\98O7XVR a//98 3�1'1xi 9 ARM t - BIC SET 6-30- 98 If 01, nallre nppenrF clear"' lhnn it., JUN Q Z A I umrnl, the darnmenl ii 9f nlnrXinal nwdity. IRICIY1f11MOd , �� „ 1>PI IIIIIIIIII Illlllgll I Ij I'' II �� I.wt I,rER n YI.e, _ h i I lu 41041 ' IIID—In11 1 111 No nr 1 :1 I it l L n 1 t, r, . :. , ,w.a9u..•:::,-o0.:�.._.. � . . ,. b.. -:. ::.:._-.. . ,a-•:M. t... .a.:, _n,. :.. ' .': m4: '.: Nr:- sy;i 'T}- ::. -:.: , . a,A , . p', .NI•r`.'I[,.. areei-9.'I.t.�'im ' }_,'.: 1�9i!uv6.Vda.rSdiw.iStlsx• •. ....as. -.. >..a ;,... � .:.:0.4.� W,.nY68`e�'fY�auv-vo,eau..aaowaaeww v�_iama: M,L,1Nrw.au.�rsc�.aai�w,ubHlaa7w''SiBie�a�' nm+t��i�u7ror& '- .r< ':::: � . -.'.:, _. `.:.. .,.,cl, . . _ .. ,._. ,..,._. _ _ .. _.._.. L',eE:..; _-i_v:d,�7.A�.:xKlf 41; 4i a�"n•,F;r s , ' r Pr n_ 1 t 1 I ��y'41M Y v jY�ir I,go + �T I ••.;;�xir :.'i '�. e. ^� �u� wz 3�� C�'{f�cld y, rr a r a.e• _:I �• Fr ry .. I �~ I } I. u' In CA r 5 LAJ It EXISTING CONDITIONS LEGEND It Jam/ 1� SPRINKLER IRRIGATION VALVE tELEPHONE PEDESTAL '.,AS -- - GAS LINE D W WA -- - WATER LINE m- -~'�` �.--` Gl• -- TEL --- - UNDER GROUND TELEPHONE LINES rn SS SANITARY SEWER LINE �-' — PWR— - UNDERGROUND ELECTRIC LINES o �r SSEE EE - OH W - OVERHEAD POWER LINES - -- `!` A^ h1nTT — _ _ — - STORM SEWED UNE -�o' x -- - CHAIN LINK FENCE ' X WATER VALVE 20' SEWER EASEMEN I „(Q � r---- - CATCH BASIN �i- EIK 1198 PG -297 - SANITARY MANHOLE ,dGt`Wf f ' (UNLESS NOTED OTHERWISE) fpap r � TRAFFIC LIGHT POST AND ARM c �•� , H \ Cil 2-NKLE�R FFIC "GNAL BOX v Oneon X1 - IHEAD 4► w° G S RISER 1• ' 20.0' SEWER EASEMENT "T- BEET LIGHT r --" GAS METER GV GAS VALVE Q' DECIDUOUS TREE � CONIFEROUS TREE o -Q- SIGN rn ' •--� - -�` {r UTILm POLE -n GUY ANCHOR W C4 Z I - II Q - MAL BOX Z rn Z - WATER METER ccpp p —� FH I ? N [�] - UNDERGROUND UTILITr' g .� / m TRASH r GREFNWAY TRACT / m ENCLOSURE 0 (SEE 6d DETAIL SHEET 14/G-5) 1/0' T 5 I ill � 6 1RUCK ILL- 0 I ^ /6-40 \J o 'y ' iII Ilii„ , :II l W I LOADING DtvCK CONCRETE SLAB 7 „ .K U14REINFORCED CONCRETE _ L 10' I OVER 6' COMPACTED CRUSTED �/ Y 1 s I 117.5' 5.0' il POCK BASE 3 C14Z O• vi Ilj'll�' C14 z vi000 PLAIN III I��f EV. - 131' C), i II I M 'c7 EXTENDED CL" 2`- �A r1 50 FROM WALL FOR WALK 50 TRUCK GUID.+ t 7 InI CONCRETE AREA 33,875 SOFT RETAINING 111 i PARKIN = 101 3.0 TH oocK slor / o OGy r'- •I! LARDING AREA 707.5 � Creek I �. f IIIfI, i 1• o F a n n o IIII p `\\ <��<l` �' 1 l I I III I I - �I � ••.I,ry I I I p .� � •�. _ _ �-�- ` t I LII I II I1 1 ►I I 7 C FIRE/DOMESTIC I►II I ! u II 1i TRAN,SFORMER WATER RISERS I 1 V' r I I l W LARDS -- - - - - --- ---- LII I o M I I TOCP OF BANK UI'� � SLOT I N , — I - 17.5' ry ly II hII'I III ", �. A I I II ROOM o NII I A LEC � I BIKE RACK ./ ,I i�,l Ij�i III III! ,III I i •il g I I L: , il:IIT I I t I.l i'. u, .I �i u ,.I il li 0 I Q,°j 41 it I,I ( 9I• 11('1 \ 7-FACES I i�l I it I I I 203' I�I ALK r9i 7/G-s /07190-0, II / 25.0'FIRE/DOMESTIC I; 6'-0" 2 ' WATER RISERS I - II • � 1 < <<, \ �f L'I l'O ' SHEF1''T4 5) / Ill li tp i 1 II 'I 5.5 ENT�'Y ARE 9,864 SFT 7 C RASH ENCLOSURE 25' o 25' V. LNG = 3G'S a'(SU-DETAIL ENTRY PAR VISION 50' ELEC. lI ` ROOM iO 1 II II' TRIANGLE ' �.� G-5 1 i + NII I l l�Il 50 a I ENTRY inENTRY PEDES 95 r > 8 53. ENTRY ,d ACCES 6 I ill I j r 6 I I I i—r Z �\_ 11 � i r + N I � II I d I II Il l I , I •I DEVELOPMI qr.. b - SI I I I I I OT /O 4'-0" .. IIII til II hilll l q I ! N 95' SLOT/ III:! 1' 1 6' 0" I 1111 T 9 / .\\ I, I I I 1 O / l' ~ �' WALK 1 5-0 I W K - -N w • " I I �o WALK j r e 4 ti 6/=,h y PEDES r IA , C nIl �.. .� - hr r 0 I I _ I M I:,' ©VISI � -��-.���.�.���� �----�-�v�_�-��.�.��.-��-.��.-�� 8 VISION l W K !I'' TRIANGIL TRIANGLE i' N I l I I , ` O 7 SL T i! �p I ilii SOT 7 O I \ IIl _ ti ry ro - --�_ '- ---__ 46 NEW 5'-0" WIDE APPROXIMATE LOCATION CL 74TH AVENUE SIDEWALK PER CITY _ OF TIGARD STANDARDS ----_ _ Syr`A' 74TH, 'Q`VEN U — — MONUMENT SIGN SEE A/G-1 FLOOD LIGHT EACH SIDE SITE PLAN SYMBOLS: Z SITE PLAN ASPHALT PAVING / /n BASE 1'30.0 KEYNOTES: LAN SCAPED AREA OUIQ O RAMP SIDEWALK. DOWN TO ASPHALT PAVING AT 1:12 MAXIMUM G GARBAGE ENCLOSURE m PROVIDE CODE APPROVED TACTILE WARNING. SEE 3/G-5 DISABLED PARKING STALL. 9.0' STALL W/ 6.0' STRIPED 20 SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL 1'300' LADSCAPE AREAS AS SHOWN (U.N.O.). 5'-0" TYPICAL SCHEMATIC SITE PLAN EXTRUDED CONCRETE CURB. LOCATE AROUND ALL SEE STANDARD DETAIL AT SITE DETAIL SHEET. LAND AREA / BUILDING AREA SUMMARY CURB RADIUS AT CORNERS (U.N.O.). SEE SITE DETAIL SHEET 10/G-5 DISABLED VAN PARKING STALL. 9.0' STALL W/ 8.0' STRIPED 3 3" WIDE PAINT STRIPE. VAN SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL SEE STANDARD DETAIL AT SITE DETAIL SHEET. ■ILAINO MDI110 A MlLDINC a 1OTA1. 0' 30' 80' ap' 4 NEW CONCRETE SIDEWALK. SEE SITE DETAIL SHEET 12/G-5 © NUMBER OF STANDARD PARKING STALLS X -- M AREA - - 234,577 SOFT 6U�011l0 AREA A,tlb4 SST 33,l7d 9�'I 13,7J3 SOFT 1{.61[ 5' X 5'-0" C � CRETE DIN 1' ( - NR E ORCED). ©C NUMBER OF COMPACT PARKING STALLS X � W NOTE: © PEDESTRIAN ACCESS: TORCH APPLIED SIDE STRIPES 1/8' THICK, InZ LANDSCAPE AREA - - 136,852 SOFT 8M PROPERTY LINE BEARINGS AND DISLANCES AS WELL AS SITE AREA 8' WIDE WITH TACTILE WARNING SURFACL. PAINT STRIPING 8 SP AT 9. 0' _54._O', NUMBER AND WIDTH OF PARKING SPACES. W AT 2'-0" O.C. DENOTING PEDESTRIAN ACCESS WALKWAY � ~ COMPACT SPACES ONLY AS NOTED Q PAVNO AREA - - 66,281E 9WT 23.68 CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. ^��` 7_ REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE _ PANMO 35 101^ 13S 7 12" SLOT D LANDSCAPE ISLAND TO~ 0 TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. ■ CATCH BASIN 1 ' _ ALLOW STORM WATER TO PASS � • MANHOLE LL H O Li VISION TRIANGLE 30'x30', NO �'/ ^ Gly �•—' OBSTRUCTION OVER 3'-0" HIGH -♦- UTILITY POLE �N nP.E HYDRANT 3 Q © METER U� F v UTILITY VAULT DATE m TRANSFORMILP AND PAD - ® VALVE BOX COVER SCALE PRW. NO it - LIGHT POLE AS NOTED 98073 - W,-.'l MOUNTED LIGHT DRAM (71ECKE0 FIRE DEPARTMENT CONNECTION VLMK PLOT DATES: WTW AVD I N GATE VALVE 3/14/00 16:31.2 WTW 15865 S.W.74i1'Avenue 3/23 0 1►:42.40 p SHEET NO C.O. CLEAN OUT 3/23/1;10 15:57.52 WfW A&B ■ 4/e a 14:44.13 AMN (G SIT 98.0020 3 2S 98 10-15.37 WTW ^ 4/1 00 16:25.30 AMN Page 2of 8 4/2 /90 13:58.12 AMN +/ 9e 11:46.11 AMN a/1 e:+s.30 ARM or C: ACAD VDL 9t1073G-1 a 4:16. 1 ARM BID S&T ! REVISED PERM!'T SET 6- 3v- q� �4 If this notice Rppenrs clenrer than the JUN 0 Z umenl, the document is of nu►r inal t whit A I Y. ITIICI•(I>i1llI11Cd �I�?jTll IIIIi�l�l�lll Ill�l�l�l�i I I,F Ii ;:; I 1�i`�. jjt(ijl rIIrI ���i�l,;F' hI•�.I�I�IIIILIir IIICN ""a a CHOM _ N II I ' I!,I �! Itill I! I I ! 11111+" ! 11111 111 I�lillllilll hIII!!tl! 1 hu,",IIUl1 1111111 m 10 1111111,� Im"i1111! j •u "ar 1 _- T ,t .r.,:. ..-. ....,_„ ,.._ ::. ... .,:, �'� . �_y`� ,�I"�9 `;•ii' I�sr1N !!';y*�n�.� w��'. • fil► is t - 1 , P, y ;r. V) 0: O � _ 5 0: !n MH z S 13 < O Z 8 t` EXISTING CONDITIONS LEGEND 1 sv = SPRINKLER IP,RIGATION VALVE v o ( TELEPHONE PEDESTAL W -' -GAS — - GAS LINE _a m WA -- - - WATER LINE m m -- TEL - UNDER GROUND TELEPHONE LINES k' - SS -- - SANITARY SEWER UNEo — PWR-- - UNDERGROUND ELECTRIC LINES 'a to — OHW— OVERHEAD POWER LINES �+ o - STAPM SEWER LINE Z x - CHAIN LINK FENCE AREA = 234577.11 x - WATER VALVE t��d NRLIFf 5.39 ACRES j oIN'69 BASIN C� �J SANITARY MANHOLE �1 ! 1 (UNLESS NOIEG c IHIERWISE) l L +y'�}{ -- - y7 1 TRAFFIC LIGHT POST AND ARM r� ..G o -r '*• ' � T FIC SIGNAL BOX7G4 �` U - 3 RINKLER HEAD VAX� - G S RISER �I REST LIGHT ^p. IZ�31 �qS ;, t - GAS METER GV / l - GAS VALVE r � rFa1i a'_,,r DECIDUOUS TREE CONIFEROUS TREE -9, 'ou _ _� - SIGN -0- - UTILIT'y POLE 40 GUY ANCHOR W cj CA DOSTINO ?- -- = " "' ------• ~ _ esy tel "u j GRADE AT 2:1 MAX _;;% - - - = � ~� - "�� • y Q - MAIL BOX kt�1 ` iPk aMyFrt yY aw j,i ,i.%F �t/rA��f '2 — WATER METER j®- ry `t i i, r`i,CnJz" u� a j ncrf7 ^ tl ., g '>b akf .a,i t4 1 N � +-- - UNDERGROUND UTILITY / I ,'; r r .%,r : -t , 1 I t ° •--� � VAULT w t� Sir y r•,r r'r,r,, ,'+fr> � ^per -- -- -- �' _� �� ZiJ L.� .1 0 TF 133.40 Q l,rr+Irr+rltr,' ' 0 CV TOP j 36.77 . TO,Q 120.25 2 M 13�t it EXIST AN M / . ' '�•,./ - % I RIMcm RI IT INT-1 3 i TOE 1 -T'OP 138.03. -,? TOE 119160 T souiN ParD r q r tl G ► e k`'/ SEk TkET 7RUGG i �. ou s TL TOP 137 50 rte-f�m,P 0 t r _ _ C. EXIST 1 38 �-a__ , I \ t l� / l ✓ -- T I , 3 / RLIi 13B 0+•:.� ° i' 9 40. I 1 TO 140- - r �3 'mac - ' O 7 - `\ 3 Rl -11t l 4 ,� E--'— \ 140 t39 �� 1 MATCH OOs7MiQ ''� 0 RIM 130.20 A2 3 - �-- ti1ie1UST RMI TO r 1 *V I40.O - i tic I '�•`1_• 1��_�+.L�� - � X40 ^N g N t SIDEWI EXISTINf SIDEWALK �� '�'" - _ _ - _-• _L :_ r 1?D �'- V % % 140--� - I 496 14 - ____ � � TILT _ _ c, '74TH A Vt�N-1.�E _ MH W RIT17i.79 _ - _ AO - - ---------- _ ----- ' - �- CIL z l! J ^_j SITE GRADING PLAN CD - �--BASE t'=30 SURVEY PREPARED BY: 0 ! L LAND SURVEYING% Or- � Q 8116 S.W. IN16US AVE BEAVERTON. OREGON 97006 / PHONI 641-0306 < JOS NQ 1760 DATED: JUNE 24. 1097 w r1/ > Z LJ_ KEYNOTES SITE GRADING NOTES .SIS_ V � o C) ------- W Q 0' 1 PLACE RIP-RAP FOR DRAINAGE FROM PARKING LOT TO POND. --- -----tu_..- - EXIS T010 C011470 14 UNE Qos-L W. W 1: O 2 VlOE 6' SLOT 111RWGHFOR DRAINAGE.,�/-�/ -�,_ 13D--�---1� NEW CONTOUR UNE ^� ■ CATC`I BASIN ^ C3 C' 3 Cl1RS E S- SLOT w TER Q IH61k_Y FACUTY. ISIAM CURB FOR DRAINAGE EXIT ALONG PARKING LOT �ti @ • Mme£ � 3 Q -�- --�-- UTILITY POLE ( n A x EXISTING SPOT ELEVATION ,� 4K FIRE HYDRANT U Uj N V / NEW SPOT ELEVA110N ® METIER DATE PROVIDE STAKE. SEE SPECS. [v " UTILITY VAULT APRIL, 1998 EL ELEVATION O ( ] TR.MISFORMER AND PAD SCALE PRO,1- NO. B. M. BENCH MARK ® ® VALVE BOX COVER 1'=30' 98(173 T. O. C. UP OF CURB =c; LIGHT POLE DRAWN CHECKED B. 0. C. BOTTOM OF CURB o ij1► WALL MOUNTED LIGHT M. H. MANHOLE C. B. CATCH BASIN '� FIRE DEPARTMENT CONNECTION BD KSM ,l II SHEET 40 •is-00.,0 r rf G 2 "o q x 98073G-2 6/30/9a 14:17.30 DAL °�� '• I`1; ,��,�, ,� (�►D SET � 1�FVIS�T� P�.R,MIT ;ET f : iCS I' erg �':'!?j•?i4Yri+ .I �;, , "1?;i y ,,,. :: Y(.k• i .. f iB fIPO1-PI• (11011 IIID 11'this natio nppen ,. .. JUN 0 Z � umcnl, the document Is of nul.Xuull quality. ;.} I171C1 of I I Illed t rr MAO!0 cli p I I ' .. �' +.l°r:'`t�ttwl, t .:`xs _- .'-L' � ,yT•..'. ,.. - .., - - - . ". � Illi_k 6I�TII pill I I �-� t :nen. K 4s oi. ., �1, r...'k; ( 1 � .•'mow�i�'1.., , , �D,. '}P ,y,.,5. y:i + A j ms � i l re` • N �T k J�af 7 i �d { 4 , .J ... -..:.wild d3�•... :1 - - .. .. I I ! I i vA 2 Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - w n _Z z m 9 / s o �- + X I �5A�ITARY SLWFR NOTES J/ // / --- T.__.-------- -- -----___- O1 SANITARY MANHOLE MI5-1AQ-5LM_DRAINAGE NOILa - 'I 7/�'�' // 7 n - RIM EL. - 140.50' XI TII _CON TTI NS LES N I.E. IN NORTH - 132.00 (10" CONC.) / / gy - m SPRINKLER IRRIGATION VALVE � w I.E. IN EAST - 131.78' (10" CONC.) �1 STORM M>NHOLE � � - 1 �� / '4� / v � I.E. OUT SOUTH - 131.65' (10" CONC.) RIM EL. - 138.81' 1 / // / - TELEPHONE PEDESTAL !? o A SANITARY MANHOLE I.E. IN EAST -- 131.43' �36" CMP) I GAS -- - GAS LINE I.E. OUT WEST - 131.39 (36" CMP) / / x ► - I.E.RIM NLN- 139.7130.58' 10" CONC. ,� _ ,O:l // / / WA --- WATER LINE o I.E. OUT NW - 130.54' (10" CONC.) ) L� I.E. (N N12- CONC.)6 87 // // TEL UNDER GROUND TELEPHONE LINES r.; e' T� _ � SS - SANITARY SEWER LINE kit- �- SANITARY MANHOLE 1 4] I.E. OUT SW - 135.25' - / / RIM EL - 139.2.0' (17." CONC.) PWR - UNDERGROUND ELECTRIC LINES C11 N�J C 4` 4' WAFER VALVE I.E. IN NE 126.60' (10" CONC.) / OHW- - OVERHEAD POWER LINES c��� e •�fi NUKE CHECK ASSEMBLY I.E. OUT SW - 126.22` (10" CONC.) a I.E. OUT WEST - 136.95' _ / - _ __ ` - I (24" CONC.) 30' SEWER EASEMEN Y , / - STORM SEWER UNE ,:• �� / 2�• __ CHAIN LINK FENCE SANITARY MANHOLE l6! I E. IN EAST - 135.36' BK 853 P 431 / - IWI' I.E. IN NE - 120.70' (12" CONC.) nitLA sn It / / / r� "G e� ' RIM EL. - 134 59' (12" CONC.) WATER VALVE OwI00M 5 39 a':RE� 20' SEWER EASEMENT - CATCH BASIN <r .o I.E. OUT NW - 120.58' (12" CONC.) F7 LE. OUT WEST- 135.13' / / / \� 1• �`� (12" CONC.) / / / 8K 1198 PG 297 - SANITARY MANHOLE �4 SANITAHY MANHOLE ) YAK 0 �- / (UNLESS NOTED dTHERWISE 5 RIM EL. - 146.26' I.E. IN CAST - 134.09' / c• / FX,I'• 1 - TRAFFIC LIGHT POST AND ARM R" TO (dl11lDING 'A' _ - I.E. IN NORTH - 137.20' (10" CONC.) (36" CMP) mf- � ~-IN I.E. OUT SOUTH - 13690- (10" CONC.) LJ 1.E. OUT WEST 127.62' 1 / / / ® - FFIC SIGNAL BOX u x - - (24" CMP) - 4„ (-w] SANITARY MANHOLE / / / iX S S RISER HEAD / / / - G 5 RISER RIM EL. - 138.46' / % / A TEE I.E. IN NE - 132.81' (12" CONC.) EET LIGHT ! I.E. IN SE - 133.01' 12" CONC. / / / - - GAS METER N -_- ----- ---- - --- ---- ---- ---- -- - -'--- - I.E. OUT SW - 133,06' (12" CONC.) / / / r` I� SANITARY MANHOLE // - GAS VALVE •� tGV C � RIM EL. - 126.13' / % - DECIDUOUS TREE 2O I.E. IN NORTH - 106.98' (36" CONC.) / / / W) 4• WAFER / ;OR - CONIFEROUS TREE � A E. IN EAST - 119.51' (12" CONC.) - I.E. OUT SOUTH - 106.84' (36" CONC.) 1 / OUTFALL TO CREEL( SEE DETAIL THIS SHEET / / / 4 OUTLET ST 1-13. a-F- 130.0t / / , \ 0•IE CUT�1325 __ �- - SIGN N 2-4' 90' BENDS // / / ' Ir SEE DETAIL THIS SHEET _ �} UTILITY POLE •� GUY ANCHOR a - MAIL BOX ' W SECTION A-A / z , �- O / 7 r FH § Q��,\� 1 ® - WATER METER / ,/ - UNDERGROUND UTILITY l� r / j% CU B-` i ` �' ' 1 8 VAULT -Q \ 1 FIRE SER_ VICE VAULT WITH TWO FDC S -- - - - - -- - - - -- ---- REEr1'NAl' TRACT m 8'STS �'iii� 134.50 _ N.TS. :/ �� / S=o.Q1oo MIN- /\ C � G ;; ;';;' �PO. NOTES U /C.O. 6lSTS C•U• )s -0- STS __ _ r''I ;, i TFA �1� STANDPIPE (GAS) c / v 3 c� 5=0.0100 T .01 . :' r I 1 40 8 �1eri 6"STS 2 ;''`R I i O STANDPIPE (TELEPHONE) ^ o � , � C ; 1 D <' - O CONCRETE RETAINING WALL M ' I�. - C.O. �. .� Z / �/ //�Z 137.0 { S DS 4 CONIFEROUS TREE - URIPLINE 32' DIA. \ O / // / I� �1 IE 138.9 iE 38.0Ig O OUTFALL TO CREEK g / 1 / /tl 2� :'o TREATMENT SURFACE ELEVAT1d@ SEE DETAIL THIS SHEET / O _ / �' CURB -,- _ _ _-- 61E 132Ot OPENING R I 1 ♦' ADS SCREW � 4" ADS ��� • I' IN CLEANOUT" �\ n 134.9 / 4" TS ► o POND BOTTOM V ORIFICE-- 01 00 4 -70o C m _ III OU S �' \ - '��� \ SURVEY PREPARED BY: • f 137-50 OUT [ Cl U C f C I< _ Q STORM SEWER OUT ' 4 1/2 CU.''D. SEE Lam"+ -SLIEET n n _ �� s I I G At L LAND SURVEl1NG, INC. < < • 3/4" DRAIN ROCK �/� - '--- Qp / \ A . a # v ,�, \ Q� - , - F F 14' .0 I �„d S W. NIMBl1S AVE ao '///( �bP` _ e ! N \ I I PHOBEANE 641-003306 GON 97ooe ts�t b 2' WEEPHOLE AD O(/ `� -- Jt - L? .-�'_ V \ \ I ! JOB N0. 1760 r i NORTH SOUTH d T- - -411► `o'� \ + !/ � / \ _ - -------' --- - -- fi�wrtsry, FOND POND d . \_ - -- _ // DATED JUNE 24. 1997 II _ OU / \� \ C.O. , IE 135.130 / T ORIFICE 1 8" -- C.O. 6"STS C.o. 1 3.13• � ---- ----_ 3.30 � 6' TS - .oi' SI MF - .. - SU -"' \ I FtpS-0.0050S 0,0050 OUTLET •+0.0050 \ ,h ,r -TEA- �7 A QvIt - 2 2 rriY'���� t w7 0 3 � �. � 0 134.76 - `1~ DS 2 osy sn1 _ IE 136.5 r_L IE 136.5 � # FPA 0 OUTLET 133 3 1323 ri A.'' 4 I RI ti1x N - IE 137.0 \ \ Flo Im.0 34.s - 7F 140.0 I _ ti \ �o „} O9OTfA0M�1� 133 0 ,33.0 _ - I`^ -�- ;Y� l .. 6 I 2'-0' SAN - < � ; ' IE 9 4"SAN ���, IE 131-65 •'q�wA #�(1q 3•-0" / �O\ , -�'*' �e .:s_. -0.020D- �', I rffA {,, 3 x 2 E 138 0 w C.O. r i I F zr�y�° 5u NOTE: NOT TO SCALE �'� �� RQ , --_�;5 - i' - DS4 I (Xw1 �r c ` IE 136.0 8"S T5 Se0 Cop �� IE 13t3. 6"STS ��;{ r�" � -�� �•Qp (�I� �. 0p r _ 1 4"SAN O 2 EXIST 1 S-0.0200 ?�U r i G -� 6' 6"S TS `� pNE 4"IE IN S)�128.00 / 1 ¢w _ 6 STS - -- :A(�E :k' \§ '• \`/C� N �1 5-0. -IE IN v I - ry - '� 2 WATER QUALITY POND OUTLET STRUCTURE (TYPICAL) '�N(� _ 1 I ro ,cl r ' _ 4 c, 1 2 C.O. s--o.o100 -s-o.oloo �� 1 4i G:\ACAD\STANDARD\USA\SD150CH3 N.T.5. - 2400 - _ - `2 11 Q 4,es�tl ` _ \ - - 1 0 I ? I "STS i/,J ` �` - ` - q - IE 136.0 I s //1 2 I n 4,111ifdt'Z,41\ _ D057�(i -� - n 2 °y7§ "w \ `iY; \ E.0.P. �/. 0 IE 137.0 1 MH CC, '� �A� u - 1' _ �0 J/1 3 1 4 +4� T ,•`'� ` J+pp _ _ _ - _ _ 1 1 V 4 -- 1? IE 135.2 IN (NE) § • _ - _ C'HW-� �_ -IE 135.15 OUT (S) 5 _ - --- -=.'"ati��dm4 - -- ---- -- -.-_ - xt� =_- - - -- -- - � � -�� SW 743 �E - 'E:1 - - 07L C � ani" "'�"t.._ _-1 3 __ ���__�N MH N� �d+00 EIOSTNIG 7+00 j H /1VEr:''- ---- O NEW �4Sa t� ,� _rF.OP. __ _""`� -------------- --- ---------- Tp -------------- --- .79 •G- ����, -'OHW�� - _=_---- -- - --_ �: -D7!TtT�---- -_ ----- T MHn -- -MHO MH,) - --�� - - - T t TE:!I I- -----_--TEL---- 3 2 ' S I I -6 7F-4 TEL ---- 131 - n 3 ' ! STalzm s_,.ER OUTI ��r j PIPE AS SPECInto ON PLAN pFIED KEYNOTES: I O REPLACE EXISTING ,Y CSP STORM PIPE WITH NEW 24• RCP STORM PIPE. S-0.0030. � 1 I� .� FANNO CREEK � NEW STA4A1 SEWER MANHOLE: RIGA 14Q0 Li; = SUTA E ELE hl 24•E IN (E},34.19 _ SITEUA IME IN (s, 13430 SITE UTALITII~iS NOTES w �-- I" M (NE}134.19 •--•- r'SA;. NEW SANITARY f, 36-IE OUT (W,1F.134.09 - - E2lL�7. lEW. Z O -- /"SAN - EXISTING SANITARY cX D DOMESTIC WATER METER WITH BACKFLOW DEVICE. - - /'STS - NEW STORM SEWER 2 CATCH BASIN >LLJ W `RQ - - - Ar"r, -- EXIS•IING STORM SEWER M OS Q IY r3 4 IRRIGATION WATER METER WITH BACI47LOW DEVICE O Ld .•� -��•� �- -- [- NEW ELECTRICAL -0-- -'�- UTILITY POLE 1, PIPE i;AT--RIAL TO BE PVC ASTM 30.34 00 HEAVIER WITH GASKETS. - VAULT. ~ -E- EXISTING ELECTRICAL �� FIRE HYDRANT O F1ItE SERVICE SITE WORK CONTRACTOR T0: d- D T ,, A INSTALL FRE SERVICE VAULT AND DOtIBIE DETECTOR CHEM AS ]41BLY. SEE DETAIL ilil5 SHEET. .--- �I ,:,•.: N4-- NEW WATER lL_11d41I _ ---------- - - � 8. COORDINATE FIRE SERVICE LINE SIZES WITH FIRE SPRIIACLER DESIGNER (7�GD11 [(] UTILITY VAULT 3 ---W- EXISTING WATER L^'I M METER r ,t` Q 1 FACKFILL VITH NATIVE MATERIAL_ C PROVIDE SUMP PUMP (LE. GRUNDFOS MODEL BOSS 200), PROVIDE PIPING TO APPR0\IED SITE _UTILITY PLAN -__-_DF1Wu- FFIREEWATER T T TRANSFORMER AND PAD �../ w v ) ` �? 1 7 ALL 9ACI,FlII TO BE COMPACTED. 019diARGE LOCATION. t!.I, 1 30 I. E. INVERT ELEVATION .�,_ .� � UOPIT POLE DAZE n D. PROVIDE (Z) 1/2• DUWFTc'R ODNDINTS FROR" FIRE VAULT TO ELECTRICAL ROOM Ld�AT10N. ,• �'L C. 0. CLEAN OUT E COORDINATE WITH ELECTF'ACAL C007RACTDR TO PROMUE SERVICE TO SUMP PUMP. M. H. MAN HOLE oR WALL WXJNTED LIGHT 19 JUN 9a �t i SQUARi GAIT END Of PIPE F. PROVIDE TAMEfR SWIICFI E REOIIRED BY LOCAL JURISDICTWN. FIRE DEPARTMENT CONNECTION SCALE PaDJ No. 2. EXTEND BOTTOM OF PIPE APPROXIMATELY 12' HOkIZONTALLY BEYOND BANK SLOPE C. B. CATCH BASIN � 'C 3. PLACE 12" 'iNtKNESS OF 8" MINUS ANGULAF RIG AROU►rC PIPE OU TF AU. © PLACE 1 Ryt MIN. CLASS 100 RIP-RAP AT OUTFALL DC VALVE NOTED 9t'A1J 1f I 4 EXTEND ROCK 1 ABOVE: PIPE, ?' I. IHER SIDE, AND 6- (HORIZG4'1AL DISTANCE) BELOW PIPE. 7O PROMDE 22-1/2' BEND IN is" RCP STORM SEWER PIPE AT LOCATION NOTED. DRAWN CHECKED 80 JEK ^t • -PtW0E,11- 4' IN 10" CSI' STORM SEWER PIPE AT LOCATION NOTED. SHrer Ho 7: !4 e i }• 8 PROMDE CLE S%-AT3A �DaEGISP0UT8 L2 � in 3 OU'rALL TO FANt�G ;REEK TYt'IC'A!_�_ 1'' hr _ -T-�-�- \hCAD97'�J73?.a\Si0lI1FAl 1 2 - 1-00 �$ a u 15965 S.LV' 741",,% 980736-3 6/30/98 14:38.45 DALs t ASB SIT 98-0020 ��..�..� _.....� .. BI.� SFT/REV►SFD PERMIT• SET" Id !�tt Page 4 of R X", i ' d yty CCS. notice nppenr" clearer tlrun the JUN rra J Mrr'yF, umcnt, the NO dorument is of rlrruRinsll qulrlit�y• Illlc'I'111111T1Cd + A;': ` PT1 I'! i iI I Iiil ( i ir�.� IIi1111IIlII , IIII`Ill T i I i l l l l III I I T- i 1' - L. 11 I � I Jill I I � I I 1 III �`*+ • •' 'I ► ' !!. I I II 1 11!!llllillltt(#1 11!I II 1 ill�li�li II.' II 't'"!1 11'�! Illtll it�I! r{ILII N„Ittl( i11 I I I I , 1 p L°.� unm.. ]ova z.�..a6SlClYi' .. .. ...4Y,S - '•:-v. _ _ - i .... , ..wu-a ,. ..... . .. �- _.�,. _ ._ _.� _�__ --------- - - - -- - - ------------------ ---- - - - �- \ XI AN 4H EXISTING COhIIIOLEGEND EROSION CONTROL PLAN - STANDARD NOTES ERO-NO15 KL RECOMMENDED STANDARD NOTES FOR EROSION TROL PLANS ,SI 1T E GRADING NOTES \I\1 l I'- - / / N - SPRINKLER IRRIGATION VALVE N CON (FROM TECHNICAL GUIDANCE HANDBOOK, REVISED FEB. 1994) __---. - TELEPHONE PEDESTAL -_1S4__,+_,• EMS/NG CONTOUR UNE El1LSI. NEIL / / % - GAS - GAS UNE 1 A ALL WORK UNDER THIS PERMIT MILL REQUIRE SITE EROSION CONTROL IN ■ ■ CATCH BASIN / / WA - WATER LINE COMPUANCE PLN T ALL PROVISIONS OF OAR 340-41-133. SITE EROSION ��ISS-� NEW CONTOUR LINE L) • MANHOLE J- / / - TEL- - UNDER GROUND IELLPHUNE LINES \ ki / /, / SS - SANITARY SEWER UNE R CONTROL PLAN TO BE APPROVED AND CONTROLS IN PLACE PRIOR TO +- +- n CONSIRUCTON. OyNM1 -� URUIY FOIE / // - PWR- _ UNDERGROUND ELECTRIC LINES EXISTING SPOT ELLYAnd1 10, Aa FRE HYDRANT B. APPROVAL IT MIS APPROVAL OF NTAITOI.PERMANENT NT ROAD (ESC) PLAN DOES I Y METER OHW- - OVERHEAD POWER LINES ry d NO- CONSTITUTE SI AN APPROVAL O PERMANENT ROAD OR DRAINAGE NEW SPOT ELEVATION '� �/ / / v _ STORM SEWER UNE t DESIGN LS.GR TEN AND ACCATW O ROADS. PIPET, RESTHICTORS, PROVIDE STAKE. SEE SPECS. ❑V ❑V UTUTY VAULT - 30' SEWER EASEMENT - CHAIN LINK FENCE CHARNELS. RETENTION FAGUTES, UTILITIES ETC.) ? / _ EL ELEVATION �T ❑T TRANSFORMER AND PAD 8K 853 ? 431 / Q t x _ WATER VALVE C. ME IMPLEMENTATION OF MESE ESC PLANT AND THE CONSiRUCTdI, VALVE BOX COVER AREA . 234577.11 HAAINTENANCE, REPLACEMENT, AND UPGRADING O MESf ESC B. M. BENCH MARK ® / / f'AdUTIES IT ME RESPWS■LIN OF ME APPUCAIT/CLWMACTOR T. 0. O TOP 11i CURB LIGHT POE 5.38 ACRES / / / 30' SEWER EASEMENT _ CATCH BASH �V,�'"'^( UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND B. 0. C. BOTTOM OF CURB e ' _ // 8K 1198 PG .2.9� *61N�4 / SANITARY MANHOLE ' f� - ,�� WALL MOUNTED LIGHT IUNLE55 NOTED OTHERWISE)'.EGETATGN/LANDSCARING 15 ESTABLISHED. M. X. MANHGF FIRE DEPARTMENT CCNNECRON / /� -oly��L E I ® TRAFFIC LIGHT POST AND ARM L,1 VSV't/P'^ C. B. CATCH BASIN °C - I FFIC SIGNAL BOX y 0. THE BOUNDARIES O ME CLEARING UMTS SHOWN W THIS PLAN SHALL I / - M CLEARLY FLAGGED RI D. FIELD PRIOR TO CONSTRUCTION.THE WRING / / / a 5 INKLER HEAD ME L BE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND F / � RISER �'` SAB FLAGGED CLEARING UNITS SHAT BE PERMITTED. THE FLAGGING / / / \ Bf SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR ME LLL"'\%%%PPP"' DURATION OF CONSTRUCTION. / yFy-1 / % REET LIGHT E. ME ETC FACILITIES SHOW! ON THIS PLAT MUST BE CONSTRUCTED IN F p CONJUNCTION WN ALL CLEARING AND GRADING ACTIVITIES, ANO IN / / / SEDIMENTATION FENCE - GAS METER SUCH A MANNER AS TO INSURE MAT SEDIMENT AND SEDIMENT-LADEN f / / SEE OE.AIL THIS SHEET GV .? WATER ^O NOT ENTER ME DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE / / / - GAS VALVE AR J SC FA WATER STANDARDS / _-- --=_ -_---'-,"" •iOfV+� - DECIDUOUS TREE Es F ME ESC FACILITIES SHOWN ON THIS PLAT ARE THE MINIMUM REQUIREMENTS FORARTGPAiEO SITE CONDITIONS DURING ME / --_• _____,_ - CONIFEROUS TREE Tom` CONSTRUCTION PERIOD, MESE ESC FACILITES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS ANL 10 INSURE THAT SEDIMENT AND SEDIMENT WATER 00 NOT LEAVE THE SITE. / / / -_ �_"_a _���_:::__ -, ff-011i-571 ) -Q" - SIGNIR D� G. INE ETC FACNTES SHALL BE INSPECTED ONLY B/ THE - ;�i. _ .C_-." -.)� -_-_r" a_ "- __ {} - UTILITY POLE b s___ - _ 1`____"-_i_- _ - GUY ANCHOR W ARPUCAR CONTINUED FUNCTIONING.AND MAINTAINED AS NECESSARY TO INSURE / .y ,-f==- - _ _ {yA o THEIR CONTNUEO NNCTWING. `_ - MAIL BOX �. H. THE ESC FAGUTIES ON INACTIVE SITES SHALL BE INSPECTED AND ZO _-L:,�;=a--:.'- - _ - 3 ® - WATER METER MAINTAINED A MINIMUM OF ONCE A MAIM OR WTHIN TRE Z{ HOURS //;i=t=�-�- '/ + "' 5 ' TPJ - UNDERGROUND UTILITY 6 I FOLLOWNG A STORM EVENT. O .%i ,I,S;% -Q 1 _ OUTFALL VAULT d M I GREENWAY TRACT m % �•�!A , J ,e, ; / wa p- "_� _ •T6 I. AT NO TIME SHALL MORE MAN ONE FOOT OF SEDIMENT BE ALLOWED TO m l ACCUMULATE WMIN A TRAPPED CATCH BASIN. ALL CATCH BASINS ARD CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. YQ--------�'- ME CLEANING OPERATION SHANOT FLUSH SEDIMENT-LADEN '�'/p� + OUTFALL T WATER INTO ME DOWNSTREAM SYSTEM. i/'^%,i�' - I �_ J ' I 1 .1 ' / T BARRIER. SE6 /H2 1s0 > A STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ME J„I i �,��/,' TAIL THIS SHEET BEOMNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REOUIRr.D TO INSURE I PMAC L PAVED AREAS ARE KEPT CLEAN FOR THE O'IRATION O ME D // v ' U V z I F , 1a.aB / \ STANDARD NOTES FOR SEDIMENT FENCES: o 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CVT TO E LENGTH 0' ME BARRIER TO AVOID USE OF JOINTS. WHEN m �'•%. F� DETAIL 7196, M ONLJOINTS AT A SUPPORT OSTARE NECESSARY, •WITHTER aA MINIMUM BOTH SHALL �NGH OVERLAP. ANSPUCED ED A s �aNSAN 14 TTMMH l ,'�•'� ' 1,• I 6 ' 1 BOM ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2' X 2' - j,`/'� - ♦ x POSIT AND ATTACH AS CROWN ON DETAIL. \ \ - /•! J�, /' T . ; I )f RI 136.9 2. ME FILTER FABRIC FENCE SHAH BE INSTAUED TO FOLLOW ME l ' / O CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAIIMUM OF B FEET APART AND DRIVEN SECURELY INTO THE GROUND A SEDIMENTATION FENCE MINIMUM OF 18 INCHES. SFE PETAL MS SHEET 3. THE FILTER FAI .,C SHAL HAVE A MINIMUM VERTICAL BURIAL OF 6 13 T ;, [ a n n t) C Y e e k / ^ \ / 140. ! INCHES. ALL SMALLEXCAVATED MATERIAL FROM FILTER FABRIC FENCE SEE f/ rse. T ' INSTALLATION BED BE BACKFILLED AND COMPACTED KONG THE A---` ",4(� - ! F 11A •0 1 I + ENTIRE DISTURBED REED ANDA. l\ �- r-_ + \ 1 - )T S y {. STANDARD OR HEAVY DUN FILTER FABRIC FENCE SHALL HAVE /\yI'\+18a` eq,M; -' - moi''" ,IIr 5 140.3 > MANUFACTURED STITCHED LOOPS FOR 2' % 2' POST INBTIE ATOM. �By H V ++ + 1 \ w + / _ 7vv- NER x STITCHED LOOPS SHNl BE INSTALLED ON THE UP RILL SIDE O ME ` \ NF '`. SLOPED AREA %`A,y " r - S. FILTER USEFUL PERCES SHALL BE BEFORE WHEN THEY HAVEHASIJ9 ` - - ' 1V ` 139.8 \\ 'I TEUSEFUL PURPOSE, BUT NOT BEFORE ME UPACPE R SERVED HAS BEEN I`le FSx 139 ` \ PERMANENTLY PROTECTED AND STABILIZED. / ,�I, \ I I �Y(: 1 6. FILTER FABRIC FENCES SHALL DI INSPECTED BY 1 AlM 139.0 T\ y APPLICANT/COIiRACT%t IMMEDIATELY AFTER EACH RAINFALL AND AT / + '\ \ LEAST DA.Y DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS FF 140.0 SHALL BE MADE IMNEDIARELY. \�\ I1 TO `N ELLV 139.8 '' I VV 139 5 x 9 O SURVEY PREPARE° BY: G t L LAND SURVEYING, INC. _ v \ g, V 8116 S.W. NMBUS AVE. 3 ` > MLET BINRIER. e. +D \ DA PHONE;BEAVER7641 OREGON0597006 P OETAIt THIS SHEET L i 140.96 14O.5B 140.98 It JOB NO. 1739 - � 139.0 I 1 9 138.88 y0 '11 � DATED: ANF 24. 1997 1 4 +` H` � f .9_T 139.4 %ISR SAN � �O __ B.00. 3920 t _ __ \40.5 • 1 I ANGLE BOM ENDS OF TER FABRIC � FILTER - _ 1 --'�-- _-_ ',CRAVQ CONSTRUCTION __>q_a 1 sEDMENTAnoN FENCE I' I�FENCE TO ASSURE SOL IS TRAPPED - .. - - _ _ ` _ _ � , (NTIIANfE. SEE SEE DETAIL MIS SHEET +o _ x -`�.. _` - � - �-- O 1 F -ti_ - OETAILQHIT 91EET � GRAVEL CONSMUCTION ` ��=r.= i4 tl T P. 93 19 ENTRANCE. SEE _ „RRL DETAIL MIS SHEET GRAVEL CON9IRUCTOM H.P 1 ava 1 , r ENTRANCE. SEE '-1+__ _ > _ ' DETAIL THIS SHEET "- - +____ a __ '�--_ V. E _ - T i" INTEIROCNED 2' s 2' POSIT -_- _ - 783 V ALIN SWAL - AND ATTACH _ au`a __ '- ' TOP VIEW _•_._ _ /f91 inh Ink o - _ f�--t-__ = - ----- ==:a- - - ---- - FILTER FABRIC MATERIAL , �- _ ; - - ' 36' W1(1E ROLLS __,.__.,_ _ RB + II ATT AN .3 1 _ - +- %I T MH S'/'7 a _ri ':aA }aa�aaa _ T 0 "-__ \ , •: r fG IMM 1 --r_>^�-s_ 74 I -_"_ S 5 NH N M 19]9 :. NEW 4' -_. __- - _____-_- _._____e-.�____-_ _ --____ _ _ W INLET j, _ _ _ ___ --_ _ rPTT H a I _• , - - ---'470[7._^.00: r o i� V J - -------------------- ----- IIcy 6' MAXIMUM SPACING FRONT VIEWEROSION CONTROL PLAN z `\ STANDARDI- FI ROR PIENE PPR TS. MEWL�{ SS Pa'WS �.a- O \ EWA ALTETNATE: STEEL NJL Hlr J0. / FENCE POSTS l\ 9 U fj {aL' FPS HMP Bad STITCHED LOOPS TO BE -USE STITCHED LOOPS tf' H Si Li INSTALLED ON UPHILL o OVER 2' X 2' POSTS W88NH� z SIDE OF SLOPE FILIFR FABRIC o RUNOFF WATER ON SEDIMENT W 8�3 H A' j Z O MATERIAL- GRAVEL (12' MIN. DEPTH) 8 = BURY BOTTOM OF 16' MN. _ _EROSION CONTROL PLAN W Q FILTER MATERIAL RADIUS 2Y MIN. 1 3U M 8' BY 6' TRENCH 0 /p COMPACT ALL AREAS OF Lr �Nb 48 N CLEAN PIT RUN EL 8' PTH / r FRIER FABRIC TREMM1 � -_ 4Ai L ���e'����,,,aaa BGRADUS GRAVEL DEPTH I! O 8' -] 7.v��.I. _ SUBORADE REINFORCEMENT PROVIDE FULL WIDTHSSA 7 GEOTE%TILE, AS REWIRED Q SIDE LLj VIEW MN. INGRESS/EGRESS AREA ( \ NF \I - SEDIMENT FAB MESH WIN FILLER Aw FABRIC ON TOP MA APR L 1998 FURTER:D WATER TCM[ MRL IID. �t SEDIMENTATION FENCE INLET BARRIER 3 GRAVEL CONSTRUCTION ENTRANCE 96073 �_. G. ,ACRD\STANDARD ERO-SEDF 12 1 -0 G: ACRD\STANDARD ,ERD-INLT I/2 I'-0 c: Acpo\STANOARo ERo-ENM NIS. . OUWI Om® ►/ BD KSM ■QT IID h. I NA II G 4 I 41 'Nnn`II -� 980730-4 6/30/98 N.53.47 DAL BIDSFT` F,EUISED 6- 3r�- qg J If IhH nRlicc Appem'I rlem'er Hlmn Nle JUN 0 2 2000",4 ; ' umnll, the Anamlenl la of mA'Rinnl gnnlit;. I I1111'111111111L'LI �u �I IIgII���Illl gglll�f( TlTl�l IIjTj` II III 1 (� L�ijI Ip(I( �l� ,i Ili�lll�iiliq I Elm vo�f�� t. i 7 '=7 ft.. . ;y �+ '. • Y, .1 , a/ .... ,, _ r`"...�,.,.. . , ,.,'cl JF{J' `z'.; ,. 1 ti I i Y t , FTA y I NOTE: FOR � i N C, S RAMP TYPE SEE SITE w PLAN j i � 3 9 it ^ is r __•tel j�l �, k lam_ 1 i rt�J I a SEE PLAN q 3'-0" - - — MIN. tz I i I 8'-0" VAN ' — 1w MIN, cC t`V n,; 24•-MAx SIDEWALK ADJACENT TO CURB VALVE RISER 7 \J EL_ +0.1' WALK LANDING MIN��. SIDEWALKCOMPLETESIGN IB' �6' MAX BREAK FLANGE 7AN, Qt�OR20-BBKEYNOTES: B.0 SIGNI - p � a DETECTABLE WARNING SURFACE TO BE SCORED SIGN DIAMOND PATTERN AT 2. ON CENTER MAMMUM OR20-60 vl EL. +U.S' SLOPE 1:50 SLOPE 1:20 0.05X SLOPE 1:50 '� n, -,^ 4s • 3 3" WADE PAINT STRIPES - TYPICAL. _ O - - —-- - 0.027[ OR UP TO 1:12 0.0276 .'3c. 4 SIGNAGE DENOnNG RESTRICTED PAkkINC PER OR20-66 AND 01420-8OhI WITH HANDRAIL DRAIN ROCK POCKET w Oji 5 INTERNATIONAL SAI ' BOL OF ACCESSA8IUTY REQUIRED AT EACH SPACE — �4 CU. FT. MIN. 6 FIRST REWIRED SPACE TO BE VAN ACCESSIBLE. EL. 0'-0 r l 7 PAVING SLOPE NOT TO EXCEED 1 50 IN ANY DIRECTION AT GUTTER ��6' DUCTILE IRON PIPE N —__�� - ------' ----- - ' C 8 HANDICAPPED PARKING SPACES & LOADING AREA NOTE: MAX RAMP SLOPE = 1:12 1 ACCESSIBLE PARKING 3 SIDEWALK RAMP 1 4 ACCESSIBLE BLDG. ENT. �6' MEGALUG RETAINER) S:HC-PARK 3/16 = 1'-0 __ S:HC-RMP-1 1/4 = I'-Ow - S:HC ENT 1/4- _ , D GLANS (EBAA IRON) i CONCRETE PIER 6'GGA,Ax N J ALve ", m BLOCK M.J. x 6' FL G TEE W I SEE NOTE No, 1 THRUST BLOCK � CV 6` 5/4" RAUIUS •� � - - r_____-----MOUND CONCRETE \ gj r---- �-- ON TOP of PIPE SIDEWALK WITH PLANTER w " SURFACE OF PAVEMENT IB' MIN. Q STRIP AT CURB 24' MAX PAVED LANDSCAPED / DIAMETER STANDARD PIPE G � \ o T AREAS AREAS ----�-� FILLED NTH CONCRETE U >- -- �1 o NOTE: v SIDEWALK 3' MIN BREAK FLANGE o TREAT PIPE WITH ZINC OXIDE ` �6' MAX. ]C , PRIMER BEFORE PLACEMENT. `- ► ` - - 3 N PAINI EXPOSED PORTION Of PIPE e , uj c'V WITH 'SAFETY YELLOW ENAMEL PAINT. 4 •°° r� 3/4" - O GRANULAR 9 F . 4 FT. (REF) TYPE 'C' CURB NOTES: MATERIAL. tt-Az: 1. FACE BATTER NORMAL AS SHCWN FOR CURB TYPE. SEE SPECS FOR ° ° ��"1,� SITE MATERIAL ORCOMPACTION , „" ,. GRANULAR MATERIAL. � NOTEN JET TO SCALE 2 JOINT SPACING: '° SEE SPEC'S FOR KEYNOTES THIS DETAIL: `� -FILL AROUND PIPE WITH CONCRETE. EXPANSION: 45' MAXIMUM AND AT ALL POINTS OF TANGENCY, - - COMPACTION I AT GRADE TO DRAIN MOUND CONCRETE COLD JOINTS AND STRUCTURES. EXPANSION JOINT TO BE PIPE 9 ° 0• ` °� ° O 1 1/2' DIA STT) PIPE. SHOP PRIME WITH ZINK OXIDE r' WATER AWAY FROM BASE OF PIPE. NOTES: 1/2' PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING PIP6" 0 � p, PRIMER. PAINT AFTER INSTALLATION WITH OIL BASED I. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE. MATERI/.L OF SAME DIMENSAON AS CURB. ZONE _ ENAMEL. COLOR PER OWNER. FOR SIZE ON SIZE USE A M.J. TAPPING SLEEVE CONTRACTION: 15' MAXIMUM. CONTRACTION JOINTS TO BE 1" DEEP D/2 .p• 2 STANDARD 4" CONCRETE SIDEWALK 2. NO OBSTRUCTIONS WITHIN 2 FT. OF FIRE HYDRANT TOOLED OR FORMED AROUND PERIMETER AT CURB. D/2 n ° 1/4" x 6" x 6' STEEL BASE PLATE WELDED TO PIPE ENDS. .o � 3. KIPS OF CURBS SHALL SLOPE TOWARD THE ROADWAY 1/8' IN 6' BEDDING 4"MIN. '00 °0, 0 4 SET PIPE ENDS IN 12' SWARE x 12" DEEP CONCRETE FOOTING. 4, USE 3000 PSI CONCRETE, MAXIMUM 4" SLUMP. 5 SECTION AT CURB_ 6 PIPE TRENCH EMBEDMENT SECTION 7 BIKE_ RACK DETAIL FOR SEVEN 8 TYPICAL BOLLARD_ 9 STANDARD FIRE HYDRANT DETAIL SITE-CRC 1" 1'-0 SITE-PIP 1" = V-0" - 6KRACK-7 1/2=- I 0 - SITE-BOL 1/2 >0 1'-0 S:STU-TVWD\CET101 FULL SCALE ,1 LANDSCAPE AREA NHEELSTOP (SEE SITE PLAN 2" THICK, 30000 P.S.I. GRAY IRON, NEW TOPSOIL AND CURB SEC'ION) E HEAVY DUTY CAST IRON CRATE. k. _ SEE PLAN 6 2 6" EXTRUDED CONCRETE WHEELSTOP SET SLOPE 1/4" PER FOOT (MAX) TED -- --.-T- '- �E PLAN __ `2 1 OL IN EPDXY. SEE SITE ['LAN FOR LOCATION SITE DIMENSION _ io I 1 - SEE PIAN I I I dZ ` e r 1 i • dd e "•� ♦a --�- PIPE INVERT 1'-6" •. � I SEE PIAN IT, !Iqlp I 1 4" OF COMPACTED ° ` _ --4- N up 3 i r '� • CRUSHED R Ar, BASE OIL TRAP WITH 4" .•" ';, .•�.°�•� COMPACTED SUBGRADE 6" CLEANOUT PLUG •" •'' -. ASPHALTIC PAVING AND BASE ROCK. J SEE SITE PLAN FOR DEPTH 24"— NOTES: ASPHALTIC PAVING AND BASE ROCK NOTES: I. SLOPE ALL WALKS 1/4" PER FOOT AWAY FROM BUILDING(S) U.N.O. A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL SEE SITE PLAN WALKS APART FROM BUILDING(S) SLOPE TO ONE SIDE. WITH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR SQUARE vI 6" s• B- CALK PIPE TO CALKING HUB. MIN MIN 2. PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-0" ON CENTER C- SET CATCH BASIN ON 6' THICK COMPACTED CRUSHED v r n ROCK OR SAND BASE. 6' HIGH EXTRUDED CONCRETE CURB 3. PROVIDE EXPANSION JOINTS AT 30'-0' ON CENTER D- BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. SET IN EPDXY. PROVIDE JOINTS AT AND AT WALK INTERSECTIONS. E- DRILL (3) 1" DIA. HOLES IN TOP OF BASIN EACH SIDE. ry 20'-0" ON CENTER MAXIMUM. 1 TYPICAL CURB SECTION 12 TYPICAL SIDE;NALK SECTION 13 TYPICAL CATCH BASIN GUARDRAIL REQUIRED WHERE SITE-CRB i" 1'-0 SITE-SID I = 1 0 - SITE-CB 1/2' i'-0 0 HEIGHT "A' IS 2'-6" OR HIGHER. L.l__! to —_---- — 20'-0" _ II (2) /4 CONTINUOUS AT PERIMETER ;;1 n — ---1 1/2" DIA. STANDARD PIPE RAILS (J) ° � f� ° — 6" x 4" x_ 1/4' x 0'-8' GALV ANGLE V WITH / DIA PARABOL75 N ---- _-- _—_— 1 1/2" DIA. POSTS AT 6'-0" O.C. MAX. 3 4 _ LTJ uo CONTOUR GROUT TO DIRECT WATER AWAY FROM PIPE. V J -`- /4 AT 16" ON CENTER EACH WAY '-HINGES BOLTED TO CONCRETE - - - _-- BLOCK-OLIT INSERT FOR HANDRAIL WITH v ' oe WALL PER GATE MFR. 9 \CONNECTION ANGLES ( * Y (2) OPPOSING /3 TIES x SEE DETAIL 0 5 1/2" CONCRETE TILT-UP PANEL • 6• dop (2) /4 AT TOP *'-5 1/2' CONC. TILT--UP PANEL PAINT TO MATCH BUILDING x $ O V /4 AT 16' ON CENTER EACH WAY � j 00 z '.• CHAINLINK GATES WITH < W I REDWOOD SLATS FREE DRAINING GRAVEL BACKFILL �__i_ I _ Q 5" CONCRETE SLAB WITH 10 • • /4 AT 24' ON CENTER EACH WAY -Ins i � \ L►J I I o V PAVING OR GRADE � � /(3) /4 LONGITUDINAL Q Z T'--6" T 1/3' f/ /4 DOWEL Q x-- ' � O �� I AT 12' O.C. � 0�-4' O• �---- L.LJ a 5' CONC. SLAB U.N.O.--_ 8d �° } �• n W GHAINLINK GATE WI1H REDIA. AT EACH GATE WITH STRIKE TUBE . JO o • STANLEY 1010 - 24" CANE BOLT tw SLATS. CANE BOLT R 1 EACH GATE • V 1 e A . AT SLAB ( n SET IN CONCRETE. HINGES TOP AND V a ° of ' V � BOTTOM PROVIDED BY GATE 101R. 04/4 DOWEL AT 48" ON CENTER a - • ~ ~ DATE ___ . CONTINUOUS FOOTING NTH /4 BAR o Q°°(f �� _ � TOP AND BOTTOM CONTINUOUS I o Q SCALE PROD, NO. -- ------ — — � �J (2) 4 BARS 6" NOTE: SEE PLAN FOR SIZE / 6" AND LOCATION NOTE: SEE PLAN FOR SIZE V-6" FOR "HT" LESS THAN 3'-0" AC. SHOWN 98073 1'-3" 1'-0' AND I.00ATICW 'Hr -- ORAWIN CHECKED - _ 2'-10" FOR 'H T' 3'-0" TO 4'-6' AMN JIB 14 GARBAGE ENCLOSURE PLAN 15 GARBAGE ENCLOSURE 16 GARBAGE ENCLOSURE 17 RETAINING WALL SHEET 40 GRP(,',-ENC 1 2 'o - WALL SECTION GRBG--WAL 3/4' = 1---o" - ' GATE SECTION GRBG-GAT 3/4" - 1'-'0' - r SITE-RET 1" 1'-0" ICYG 5 or 15865 S.W.70'Avenue C:\ACAD\WII 98073 98073G-5 81J9195 15:4 .J6 DAL A&B SIT 98-0020 VID sE 1 F�EVIZISFr,) PERMIT" SET 6' 30' q9 Page 6 of 8 Z' If this notice nimeers clestrer than the JUN 0 Y .f1 it +A �'w• ` UlneuL, the document is of nuu'ginnl quRlil}'. rrncrofilmer.. 11111'�li�il� �I�I� illllll i; X11 I I i� I �; 1 : f1i1�;� ll�lt l Iliji�l I)�, I II�l�I► �II�� Iitll�l�ljili►i�l�l� I . 1 ll,. LIMON �M4q[MIIQIIhA I _ _ _ _ _ '• „ fli Iii111111111dul !11111+ i I i I IIl Irl! it lobo @UllrT�ml 110111111 Ili III i 1'1111 Irl(nl;":'i Iltfl III I;iu T ilh III it , It 1 tat • : I A hr "Ir M e� t,.,'1,Y+ t �;• I n! ��t fi�y 1 PT itr'�` "(�"�� '��h�1C ', } �'�1 � ail F. 1' :y=:.:i 1 ,o .t;5.�u; i 1 �) 7' , �r, ,.ov,..nu r ,:,. :,, a a .. •! _ Tk:nS, 1,,,... -,. - .1,.�. rl C , • ry x 1. ff •t •- • v 1,t'K.� �y•'Sits '1I'�`i�l FJ(', � f ,r, , e,hh • oifiwi .t ... ., t r ot t n iv tieL�t 4 1' i 1- U1 QUT•L Nom,K SPE:/InCAT10N PL.%NTN�i AND SEEDING - `-- - BANK SEEDING GENERAL: An plank shall co+aJorm to all applicable standards of the latest edition of the'American Stamford i 32" FIR TO BE PROTECTED TO (SEE SPECS) for Nursery Stock",A S.1 7.60 1 - 1973. - ; , URIPLINE DURING CONSTRU 3 FAA ' i I SS 3 SPT1 A _ - i'-P� Nursery stock stall be healthy, well brawhod and rooted. formed Irue to variety and specie, full foliaged, fate of disease, iigrrry, delays, insects, weeds, and weed roots Trees stall have straight trunks, symntieuicah tips, and D have an intact single leader A 7_ _ 6 SPN The apartxat stlance of the Specifications,Plains and Spawt Rovisrnna as b any detail or the appureN anessaon from 0 4 SR 32 AUU 1 ARB - ; ; t ARS thun of a detailed description concerning wry•pant stall be regarded a<meaning that only the is to - -- C) �- �' , prevrul anti plat 411I�91 1_aflQ1`9S�i0R� -��sgtillllY-!ff 1 441 All risk gXCUInuru of thtsc Specidkauonfi m - 7 AUU y,; ' shall be made upon the Mw above stated Q m J SR 10 CS �i n 4 MC - 11 ARB U 13 AUU 1 ARB SUBSTITUTIONS: Only as approved by tae Landscape Architect / 21 GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed f.otn lined acceptance for one Z / J U S SS 9 jam•- � 2 ARS full growing salon a ear one y , wluchcvu u longe Daring this period any plant matcnal that is not in good EXISTING BLA L4AUU BERRIES -� _ cxxadition and producnagg new growth(except that material damaged by severe weather conxlitioru,due to o wnces T n TO BE REMOVE) t aRl1- u•v S LJT iw:gligsncc,or lop dace W vandalism)shall be replsccd by the ContrKtor 1 D BANK SEEDING L;mdscape Contractor shall kexp on site for Landscape Architect's inspection, all receipts for sort amaeridnient amt '� Z 1 ARB O (SEE SPECS) © 123 ALL —4 MC topsoil dcdivuics. +- TiDPSO11.AND FINAL GRADES: Landscape Contractor is to verify that the topsoil 4r rtyg cotdintwe I r, / m ', SCS DEpg�r,p�n T8h. Landscape Contractor is to submit samples of the imported soil and/or coal atncndnunis to t`/1jV rat K 5 LJT the Landscape Architect. 7C / C / 13 DV 3 ARB Landscape Contractor at to supply and place 12'of topsoil in planting bads and 6`in lawn areas if topsoil on site's ` A not eronducrve to propel plard growth t� �i 3 AUU — 10 AU - 2 ARS 3 5 S5 --,_�'�� ' / / 4 w -- 5 TC Landscaping shall include finished grades and even distribution of lopsoi1 o moth planuag rrquircmends. Grades vK 9 and slopes rhall be as indicated Planting bed grades shall be approximated 1 arches below ad accnl walks, vin 1� AUU_-- - , -1 TP \ // ` 2 ARB- 14 AUU finished gradelirtes,etc,to allow for bark application Finish grading shall remove all depressions a low areas to 5 FAA- 3 SRR n Q C r e k 4 J ' provide positive drainage throu,'Ioul the area. Finished sod dawn grade shall meet grade a1 adjacent walks, � I \� F Q n I1 V 3 BTA- 8 RDA • paving etc 0 o 5 CAE - *A _ - 21 AUU rn �N- -_ - C - �y li 3 AUU • HERBICIDES: Prior to sal preparation,all areas slowing any undesirable wced or grass growth shall be treated �a C� 4 _ , I ARB _-3 /p with Rotard-up in strict acaxdance with telae manufacturers instructions 10 MC- - - /� •( f01-` ' ' ,1 I S8 A w R S SS U BANK,SEEDING `� �S 1 ICC gX137'INC BLACKBERRIES TO BE REMOVED: The Landscape Contractor is to yield the site to determine c'�n -� A It AW 5 LJT (SEE/SPECS) LAWN the extend of salt rcmaal of blaekixrries and non-iutivc plan species Without disturbing the slope, sot hct the rot c� Q, 1 RPL blackberries mechanical means,leaving roots far stabilization,and/or by land cutting Spray with as herbicide I 5 CP- `` �/ II Al1U 1 VTM 2 VMB listed as approved by tbr'U S Em•iroomental T'rweciion Agency,as appropnate for application in a riparian area o¢O / 4 MC 0) / -1 t CAE _-� 1 COG 2 ARS Herbicide must be used in accordance with the manufacturer's directions for application � y � � ` 4 2 IGC STEPPING I YTM G5 14 GS 13 G5 7 VD - 1 AC 7 RDA 8 VD 1 BTA 22 SPN 1 VTIt 1 VTM 1 VVD - M STONES 7 VD 7 MAC 7 NDG 3 MC SOIL PREPARATION: Work all areas by rototilling to a minimum depth of E inches Renwvc all aeries lover ) ' ` O \ 52 CDC t COG 6 VD t AC shall:rc of achomogeneour s finetextureclumps Level, wotha htly of extraneous to/plus or minus 0 ofin�irod v < of w \ 3 ICC 3 CAE 5 TCB 17 VMB 25 AUU 2 RPL g � W . -3 F18 r 5 NOW 2 NDG 2 BTA 6 LJT O < � \ �✓ 3 NDG 4 ICS 1 3U1C8 t AC 1 AC 2 ARS le gimrKicover•areas add 2"of mushroom compost(or as approved)and till in to trite top six inches of soil. (� r� 11 AUU 5 NOW 4 NOG T 3 NUG S NDG- 0 'n (q t ARB 3 6 RH -4 VD 12 VMB ALTERNATE BID: In lawn areas add 2"(two inches)of mushroom compost (or as approved)and till into top � w 4N '��f 10 NDW 3 ICB 4 NDG 12 '/MB 10 NDW 6 IC8 5 ICB 11 AW sax inches of soil J g 3 ICB t BTA 2 RPL — RPL r • AFS 2 VMB RU 10 NDW -t GRP 4 MC No The Contractor+dealt roti the LandFca Architect 48 hours in advance of installation o:the cr+ N 26 ICC - 3 ARB 1 RF+I. f Pe VMEf 1 AP, 5 ICB 5 NOW 1 RPL 1 RPL plants r°inal location shall be approved by the Landscape Architect. / --- 11 CD 4 IC8 6 VMB - 9 ICG 14 NDG 6 ICG ;�j 8 VMB 2 ARB 2 RPL PLANTING HOLE: L.ay out all plant locations and excavate all soils from planting holes to 2 1/2 times the root I �� - 13 ALU 1 ARE 3 ice / ball or root system width. Loosen soil inside bottom of plant hole. Dispose of any 'subsoil' or debris from L I CBF� ` SVM 3 IC8 •1 TA 15 .AUU 6 LJT excavation. Check drainage of planting hole with water,and adjust any arca showing drainage problems. 13 AUU 12 VMB .4 RBA 11 RDA -27 VMB 6 NDG 108 AUU / 2 BTA 1 ARB 37 VMB Lq� ■ -t 3 AUU SOIL MIX:Rspanc sail mix m each planting hole by mixing: • __- 13 AUU - 2 ARS 2 part native topsoil(no subsoil) W o 2 AUU ' 2 ARS I part Mushroom compost(or as approve F+ 3 RDA / / � °• 7 AUU DA 79 AUU i 2 AR8 . Thoroughty mix in planting hole and add fertilisers at the following rale d II b./plant 6 CP LA ANNUALS tt --2 Tc Sharubs shrubsll to d/2 tIb./plant ��- 7 ICC V _ 41CC �- 6 CP LA _ - Tics - I!1 b I Ib./plant 8 ICC _ - t>ERTILIZEW Fix trees and shrubs am Commercial Mix Inorganic 5-4-3 with micro-nutraents and SOSG slay _ 6 CP 8 ICC - - - /n+, \ ` - releasing nthrogtn For lawn installation use Commercial Mix (8.16-8) with micro-mdricnts For lawn and S W _�4TH AVENUE S 4TH /1 V E N U F- maintenance us.(2S-S-to-2%Iron)with 13%slav releasing nitrogen Granular gyps<am 49 ICC PLANTING: Place the plant on a layer of compacted planting mix at the center of the planting holt Plant frets and shrubs upright and face for best appcaramc. Remove containers or ties and burlap from the top of BRB plants. Check toots and cut clean any flayed or broken fonts Stagger plants in rows. Backfill planting hole with soil mux while working each layer b eliminate voids. When approximately 2/3 fun,water Thom fitly,d+:n&flow water to soak away Place remaining backfill and dish PLAN LIST ---- -- -- --1----- - - LAND �:) UAPE PLAN exceed around plant to hold water. Tinel gradeshould keep roof bell slightly above +oast ng trot to NO. IC)CYNAME SIZE SPACING ex000d 1 inch. Vater again ootid no more water v.osorbed. dnitivl watering by inigatiun system is rot allowed. GROUNDCOVER& PERENNIALS 69i AW A_�:'T'OSTAPIdYLOS UVA-URSY,"MASSACHlJSE7"1'S" I gal, 3'o.e. i+ _ ,^�+ ++ STAKING OF TREFS: Stake or airy all trees Slakes shall be 2` X 2"(nomJ quality era stakes with point. (Massachusetts rCirmalannidt) 3v - They shall be of Douglas Fir,eVar and sturdy, stained arth-tone green. Tr« ties for docidotis trees shall be �, "Chaialock"(or u approvod). For Evergreen ova use"Gro-Strait"Tree Ties(or as approve with guy wires of a 52 CDC COTOWASTER DIJAMERI-C)RAL.BEAUTY" I gal. V o.c. minimum 2 strand twist )2 V.circ. (Coral Beauty Beuhetry Cotoricaster) 154 VMB VINCA MINOR-BOWL ES"(Blue Dwarf Periwinkle) I gal. V o.c. MULCHING OF PLANTINGS: Mulch planting auras with approved Garden Compost(as supplied by Timms SHRUBS NOTES: l0 DTA BEACRIS TtdUNBERt11I"ATRUPURPUIZEA" i gal 4'o.e. Fuel-or u approve,to a depth of 2 inches in grand cover areas and 2 I/2 inches in shrub beds (Red-leaf Japanese Harbor)) 1. Contract x to verify all plant quantities. LAWN-FINE SEEDED AREAS: Alhcr areas how been prepared as dmnbod.rndt:r soil preparation, or drag Iowo arras to mcittired grades,and insure a unooil,RT.n and mow-A:k Lnvn arca. Apply rnrrtrncrtial fertil'ver(b 16-8)at 10 BV BERBERIS V IA"FL IL AN (Warty Barberry) 3 gal, 3'o c. 12.3 Ibs per 1,000 aq R.,graradar gypsum at 25 ft.per 1,000 sq A.,and rake or work into soil suribm Establish an 19 CAE CORNUS ALAR"E'LEGANTISSIMA" 5 gal. s'o.c. 2. Adjust plantings m the field as necessary,i.e. shrubs away from doors,Targe (Var'iegatodTaKrian Dogsv� evergreens away from windows to blank walla, field grown tree catlopics away em%Me lexluntd seed bei mating grades,aullicos and iWure. 2 COG CHAMAECYPARIS OU USA"GRACILIS" S' 4-o,c, flom suras,etc Notify Landscape Architect of any changes in layout SEED Bhretag grass recd conforming to atpplkabk State laws. No rsoidous wood coeds. Submit Garanicod analysis (Slender Hinkoki ) 3. To be irrigated with an automatic,underground irrigation system. Sow roods with a mechanical sprcadcr ata+:nilorm rase as srpcdfled below. Rad¢scoff lightly to pro%Xk oomir 23 CP COTONEASTER LACTFUS('Purley Caoneaster) 5 gal s'o c. q. The larldwsPe contractor is to remove blackberries and non-native plants seespecifications), I 21 CS CORMJS SERICEA(Redower Dogwood) 10. 5'wc. P ( FINE SEEDED L.A' N.S. Scud Mix "Champion"seed mix(as wppliod by Scud Rrssearch of Orea as 51 GS GAtILTHERIA SHAL LION(Salat) 2 gal V o.c. S. A laltdscape maintenance contractor will be secured t0 regularly observe the condition of the FINISH GRADE Sow S b per 1,000.1%a u ICB ILEX CORNLrI'A"BLJRFODII CC71►tT'ACTA" 3 gal 3'o.c mitigation area and make corrections or replace materials a,described in this plan. 8 properly boundary,the maintenance contractor is to remove �� 2 1/2" BARK MULCH BANK SEEDING: Areas where dackber-ia have been mimomd,and bink sal has been disturbed by oxwnction must (1/ (Cornpoct Burford i lolly) 6. On the bank area aloe the west ro be hydrmodod with Pro-Time 402 Native Riparian Grass Mix with 50%Regrc m at 2 Bks per 1,000 square fed LL Illi ICC ILEX CREIJATA"L"10NVEXA"(Comex-leaf Japanese Ncdty) 58A, 4'o.c. bfaCkbCfTiea and 1110111native materials on a bitutnual basis the first ear and s.�M.:all the followin Y Y 8 Is ICG ILEX CRENATA-GREENISLAND 2 gal 3 o,c, yqr, 'lam nuiniletl nCe contractor roust use an herbicide that is approved for application in riparian BACKFILL 501E MIXTURE (Groep Island Japanese liotly) _ 27 LJT LICAIS-TRUM JAPONICUM"•TEXANUM" 5 gal 4'o.e. ar'eas and adjacent to water bodies. �� -- WATER QUAIM IT Y SWAL!<: Afkx areas lace been prepnrod re described iusdtx soil pn;taration.root or ring water (Tema Japanese PriAct) 7 MAC MATiCN11A At�UIFOLf1JM"COMPACTA" 2 gal. 3'O.C. 6" MIN WITH FERTILIZER ratrog arra&b is,per d grads. Apply caauna work nisi oil urbo W16a)wart b an c%,a the and SOX slay mwu+ng `-� t nitrogcrt at 4.5 Itis,per 1,000 sq.R.and telae a watt iib sal strrfbco. Fpabtisfi an evert tine 1t:Kturad rood fwd mcciing L1_ (Cosnpoc g pe) 29 MIC MYRICA CALIPORMCr. 5 cal S!6'o.c. EXISTING SUBGRADE Des.ssrr.acrs�ltattrrc. �'` sued vrit)a a mrcc-Ianicml sprrablx a a ueiform rale d 5 bs per 1,000 sq tl Rake rood (Pacific Wax Myr(k) s shown lightly b prosidc aowtY Cn 49 NDG NANDINA fXXNESTICA 'GULF STREAM" 12-15" Vo.c. (amu Stream Nanant) SHRUB PLANTING DETAIL SEED V'"'�°°'�"'"'"g b applieable�`'� "°"°"'°�`°�e0df0°� �'G°a`�r'`0°d anaa►ysis. 4s crow NANDINA eam N ndw)"WOODS DWARF' 2 gal. 2'o,c. - - Sow roods with a mechanical sproader at a um Nm rale all tl wfW below. Rake sod lightly to provide rnvcr. D (w�DwarfNadlna) NOT TO SCALE L� 33 RDA R}p000ENLMON'DURA AMATFIS" 12-I5" 3'o.c. WATTLR QUALM SWAt,E SLED: Ptotimc a23 Dwarf 13io-FfhrrMion Gt•ass'las sarl>Qliod by Ibhbs R Hopton,Lid., 12 RN RHODODENDRON"DORA 10-12" 3'o.c. Ponlard,l�a an approved ogaaD. Seed b be crop and weed Hite. z z 1 I RPL RHODOMNDRON"PURPI.E LACE" 1i-21" s'o.c. Allicir 60 days reapply commercial 3 RU RHODODENDRON-UNIQUE'" Itl-21" S'O.c Mmicm-nutrients and 33'%dow eekraaing ati m at i lbs.per 1,000 IqP- ltwsion+wale bl be kept fFoc of dcbcu 31 SPN SALIX PURPUREA"NAVA"(Alaskan Blas Dwarf Willow) I gal. V o.c. 21 SR SAMBUCUS RAECFJt4(�4A(Red Elderberry) t cal. s'O.C. and maintained ro iarstrrc caeca now. 22 SS SALIX Sr"ENSIS(Sitka Willow) I cal. S'e.c. CHAINLOCK TREE TIES 39 Vi) VIBURNUM DAVTDII(David Viburnum) 2 gal. 3'e.e. (OR AS APPROVED) MAINTF.NANCIi:-L.AWNS: TAc Faw,A aroas doll be mairM&irod by watering, trosving,rcsonlrag,and w+oafing Ibr s 6 V0 VIBURNUM DA T'OMi M Vibur "MAfLIF.SII" S gal. V e.c. 2" a 2' D.F. OAK ) minimum 60 drys atter aooafrig Alb 30 mays appt)•Commercial Farb--er(25-5-10-2)al 4 b per 1,000 x1 n. Mow n-••� &rad keep st I IR"b 2'be SM. Re n Ar drippings and dispose elf silo (�� (Mina ai Doubleflle Viburnum) _ �� LLJ 1 AC AiCfi7t(:IRCINAIUM(Vine Maple-Minimum 4 Siem) a' w slwwta _ CLLAN-IIP /U i701npletlOfl of work all extra naaleriel,nrDplica,eyitipmaenl,cls, shall tx rcnao+nd from 1hC site 24 ARB ACFJI RUARUM"BOWIInt1M (le-MinhAll Rud 4 Sic 3. sal " CRONM OF ROOTBALL TO !3E All walks, paving, or other surfaces shun he swept darn, nnukh areas shall have debris removvA and any soil In Ig ARS ACER RUBRUM"SCARSEN"(Scarlet Sentinel Maple) 2"ad. " 2' ABOVE FINISHED GRADE ckartd from exreaa M gran of the project ttlaan be clean,orderly and complete 11 CBF CARPINUS DETULUS"FASTIGIATA" 2"al NOSE: REINFORCED RUBBER (S J Q (Columnar European Flornbcam) " " Ig RAA FRAXINUS AMERICANA"AL"INN PURPLF) 2"cal F CROrMl or-- (Aotmmn Purpk Ash) x I FINISH GRADE ROOT BALL TO W 7 TC TT;LIGA I;AJVADENSIS(Canadian hlemloclt) 7-i' in O � �J / 1 lIE 2" ABO'+ � Z ) TIC TSU) P AAD SIS( n Red Cedar 7-i' " n so 2 1/2- BARK MULCH GUY STRAND. /t0 IST L_ -� ..-. FINSHEO - GRADE � OBL. STRAND, TWISTED, BACKFILL SOIL MIXTURE s GALVANIZED Q t1 6"MMIr VAIN FERTILIZER 2'ia 2' D.F. STAKES W E- z 1-6"MIN -- 3 STAKES EQUALLY MADE d EXISTING SUBGRADF SPACED AROUND TREE FN SH Q --2 1/2- BARK MULCH r 2 X ROOTBALL Uvi 3 —1 PLANTING SOI, AND 6"MN. FEDI T41Zf R DAZE DECIDUOUS DETAIL TREE PLANTING DETAIL RE�erE t1 AP FROM TOP EXISTING S1J8CRAD( 4/15/98 NOT TO SCALE HALF OF ROOT BALL 7 SCALE PROs 2 X ROOTBALL (T1P) 1"-30'-0' 98073 DRAWN CHECKED SSS ,AO EVERGREEN TREE STAKING DETAIL $MEET NO a NOT TO SCALE L1 L 1 15865 S.W.74"Avenue or ARB --- 131D SET PERM IT 5�T 613 I9& SIT 98-0020 1 page 7 Of# .. Cli2' M'8P!Dl�f!t�7'"7FIY�lr9It�ii1 .19Z`�A'1"<RIeY1'S`rdati.�s,? •^ 0�n If this notice appe:u•s Clearer than the JUN Q ument,, the dorl"'IeW is Of nun•91 111 quality. n-ki- �Ilroeli 4 f I I lI'IIIIIII�tll�l I'1�11i�1�►J1� I I I� ! 111 t� t Iii t I ►IIII�I�IIiII,I:�I�I�.I IIgN aAOa M OtraA I I I h !!I l 1 I i II hd;fel 1 III 11 !Il11111111�TipgIlt fill 1171,111�t`1 ll igl,I I Ill../ Ila ltllltl��1,11 �tlll}l ltl�l d I 1 ;K.. ,L. r� 1, i- ''r,,.' i� }' SI.9t 1� •r1.' If''��Q'�. r ry r r .: : r ,,11 Luau-ti 31' ., s • : '. .s. Jw Y.1 16eS': de -.�'_1t.1R' y ,';,..YXd:-. .t�,,.e., 1 '..,, •,r:,r . y. ' r Y ,a t I _, R inll• .11 1 i.` p. i I FLOOD PLAIN I I ELEV. — 131' 352.00 N 89'51'48" E -- j FEt LME \ �r x x x x - �.. .. __S 02'03'50" E GRAVEL AVE1 DRIVEWAY v, �,. 4 ;-+.' •"': �=� to Y.f . .�. . f.. .,,• v TOPOGRAPHIC URVEY p� Nsle ^+{,1, rr..a • .�'`..�.-+`v 'I�t�;4�ss•-�,, Sul 6r, •�• PARK T — S . W. 74TH AVE . INDUSTRIAL , { 5- I _--SS_..___.-__— rr e TIGARD , OREGON LOCATED IN THE SOUTHEAST QUARTER OF SECTION 12, T. 2 S., R. 1 W., W.M., x I I N WASHINGTON COUNTY, OREGON p 11 I SURVEYED: JUNE 24. i%7 /00, , W � ' 20- SEWIE.R EASEMENT t ! \ 1� II \ BK 1196 PG 297 , t S J 'flit \ OM O `' `\ to I I \ OD if \ - \ \ FLOOD PLAIN M \ N 89.51'48" E _ \ \ y ELEV. — 131' 1, 3 j e, mss_. \ ` • ` ...- - I I ill _ _ J 1. \ \ 201.05' \ _ \ S 71'10'00' E ���`� 30' SEWF►t EASEMENT 51/50 -'wC ¢ �� -`�. \ \ BK 853 P 431 ��� Z � �' j 6 S (3431'244" W \ 1 0.25' z — t — t \ s 7 s ::FANtHO CREEK I ' ...................... ....... ....................... SCALE. 1"-40' s \ \ I� W \ \ , aLEGM M J � IRRIGATION VALVE \ ' c �' ® - TELEPHONE PEDESTAL GAS— - GAS LINE y \ I FLOOD PLAIN , WA -+ - WATER LINE. q' Z \ \ \ \ \ :... r' ELEV. — 131' + \ —TEL--- - UN15ER GROUND IELUPHONL LINES h . . . . - `• --s$ — SA/HITARY SEWER LINE ' �� � /• —Pills— - LAnF_R(,Yi'tu:.'^ ELECTRIC LINES —am— - OVERHEAD POWER ONES AY \ A I = STORM SEWER LINE ■— CHAIN UW FENCE ...... J w \ i l ►^� Ea_SF111=lJT� w Aon_ .................. � - WATER VALVE PAGE 297 HAS BEIM LOCATED BY BEST-FIT YETIMS OVQt THE - 444VVV THE 20' W * SANITARY SEWER Ei.SMENT SHOWN PER BOOK 94 �„ (p EX15T6iG FEATURES OM-SITE ACTUAL LOCATION MAY BE ® CATCH BASIN t)EFERENT THAN SHOWN. - • TARY MANHOLE / 0 lA8£SS NOTED OTHERVASE) \ f J O ! UTil1TY INFQ$,�j),QN t''• _ ` ........... 3 c' TRAFFIC LIGHT POST AND ARA,! F4NIH0 GEEK C' CAS IxJE INFORMATION WAS OfJttlfED fTiOY A COMSINATtON a �.. . �j OF LOCATES PLANT 7N SITE TOGETHER WITH INFORMATION � TRAFFIC SIGNAL BOX ON NORTHWEST NATURAL GAS AS-BUILT DRAWING A-47--22 SPfsINHOER NEAR �• / _ WATER LINE NFORMATM WAS nERIVFD FROM A COMBMHATION 0 - CLS RISER OF LOCATES PAINT ON SITE\ I ON 11CARD WATER DISiRICT AS-BUILT DRAWINGS THU WITH INFORMATION \ � - STREET LIGHT STORM QRAINAGE NO +.� � SANITARY SEWER Lull:: II4FORMATiON WAS t1113W ED FROM ® GAS METER ;arAYLTAEi�L�f�R MOSES \ A OOit1fWINAl1ON OF FEATURES ON 91E nV \ MFORMAT M ON UWILD SEWERAGE AGENCY AS-BUIL) � - GAS VALVE lel SANTAP.Y MANHOLE ❑1 STORM MANHOLE \ DRAWING 5?HEET a OF 13 FOR 111E ROSEMAOD L LD. RIM EL - 141.50' I.L N - 138 61' r; I.E. N NQRTH - 132.00' (tO' CONIC.) I.E. IN EAST - 131.43' (3e' CMP) GOOD PLAIN �(y�[�jlt�{ - DECt000US TREE 0 LE. N EAST - 131.78' (1G" WING) LE. OUT TEST - 131.39 (36- t]tp) \ I.E. OUT SOUTH - 131.85 (1Or OONC.) \ FEDERAL. EMERGENCY MANAGEMENT AGENCY ❑3 I.E. NNE - 136.87' ` FUM INSURANCE RATE MAP SANITARY MANFIOLE Or �C.) Ot]1AAUNM PANEL NUMBERS: 410236 0617 8 - CONIFEROUS TREE Rel EL, - 139.79' 4 I.E. OUT SW - 136.25' i 410238 0519 B LE. IN NORTH - 130.58' (10' CONIC.) ❑ (12- ppm-) \ O I.E. OUT NW - 130.54' (1tY CONC.) \ THE 131.(0.' CONTOUR LINE SHOWN NTs THE _ sKx+ D LE. OUT WE51 - 136.95' 100--`At FLOOR oI/UN UMTS. PROPFJSTY E5T OF THAT LTE 3� SANITARY MANHOLE (24- CONIC.) LES IRTNN THE ZOhE A DESIGNATION WHILE QTY � - u11LITr POLE Rill EL- - 138.20' ( 6 I.E. IN EAST - 136 38' EAST OF WHAT LACE LES w THIN THE ZO1E C OE51GtHATiON. 'o LE OUT >w 2b 2I'�OO. CONC.) ❑ ZONE A - AREAS OF 100-YEAR FI-til" F1. BASE ROOED. n - GUYANCHOR (11. O011C.) © SANITARY MANIHOIJ ❑7 LE_ OUT WEST- 135.13' ELEVATIONS AND FLOW ►HAZARD FACTOFD - MAIL BOX :r RN EL - 131.50' (Ir CONIC.) ® = WATER METER L.E. IN NE - 120.70' or CONIC.) 8 LE. IN EAST - 134.09' ZDIE c - AREAS of IONIMAL FLOOOfKw LE OUT NW - 1120. (1r Ca3NC.) ❑ (,�- pl•) ® IArUOSGROUkD UTHLITY ❑ ( VAULT ® SANITARY MANHOLE LE OUT TEST - 127.67' :. RBl FL - 146.26' (44- �) R¢ MiAS1iINGTDN COUNTY BENCHMARK LA0. 176 L.E. IN NORTH - 137.20' j1(- 00040.) / 1 L OUT SOU11H - 1316.90 0(f" CONC.) ELEVATION - 170.1155 FEET A BRASS DM( SET N MONUMENT BOX AT 6 SANITARY MANFroLE SURVEY PREPARED BY: ttWr EL - 136 4a' �j STANDF'WL (GAS) THE INiFRSECTION OF DURHAM ROAD. IE. N ME - L46* (Ir GONG 85TH AVENUE AND HALL BOULEVARD. E)OSITNG A/C PAVEMENT Dos'tHHG cRAvn G & L LAND SURVEYING. INC. I.E. N SE - 13301' (tr CONC-3 � LE. OUT SW - 133.06' Or cow.) STA4ll)P1s'E (IELEPFHONE) �i BEA S.W. NIMBUS AVE. �.. ^�s� BEAVERTON. OREGON 97008 Q SANITARY MANHOLE O CONCRETE REIANHMHG WALL �' �f RIM EL - 126.13' / _~`z� PHONE: 641-0308 Y`. LE IN NORTH - 11176.98" 36' CONIC.) 1 ~��,- ~ , . ((�� 4 COiaFEROUs TREE - ORIPLINE 32' DII� , JOB LA0. 1769 I.E. IN EAST - 111.51' (1T CONIC-) 0 LE. OUT SOUTH - 106-IW (36' CONIC.) Fl IR, �rr1' G I`96S y W.70 Avenue HRR YT 98-0120 G'R-'SILK. I',kr e:,ra /�►af q►� PERMIT SET 6131is • If This notice nppenrs clearer ffian the JUN 0 Z 2000 • ument, the (locunlent is of mnrginal yu:tlit� ;;' ;,� :`�' N " 111101) 1I11cd �, �1if�l i�lilii�j�l�l� ilill{ilil� i III! �, •i :f ISI ,��:_�i�I•�1��►��. i'ililllijil ,l_1 Ililllll�l���lt ► I!illlllillli �j�;�ji�l�` !� j "M M.0[0 Ha�IItll F 1T r 1�:sI m r i 1 III 11�' Iltil;l l I'I IIII�IP,�IIII I I� r III IIHiI !� I HILI 1111111111•111 iIllllll,i i tT�l�itltllhll Ilpl�ii III II� � F~ � I ....;.', 1 1 1 •y1 i,� u L M• r�, Ar, c fF4 .S '. s .-.. .A . i e.. . ,�.. qui r, m •..,., ,. ..' 4 r .. ..-... Ail 1 A 11 r.. yf d Ytd°A.�2E:��au'�'u:awl.n•DS'sn�..'+,'l v'i,><-E,:'^J.".m�.ed t.,..:o..r .. R., �?:.0�' -