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10130 SW GREENBURG ROAD-3 Sa • { 15 O B B KEYNOTES------ 1 �__- OOO OQ O NFA WkB,5 0EYiALK AND PA,EMENT '01 �, SIOHM MH 600COLLI 0 2 NEW PARKA6 STALLS N or,:' l O NEW LOA:�iW LONE kr A m G 5 ` I / 0 NEW CONCRE-E PAD FOR EEATING AREA o I 00 I 45 NEW 5EATIN6 BENCH;TBD O I 14 0 NEW 5TEPPIN6 5TONE PATH O F 0 <21 #-- ,Y 5� DETAILS 5/A3.4 t b/A3 4 D 13 O RELOCATED EXI571N6 BIKE RACK 4,117777117711= �► A ( 14 O z O 8, OC@ NEW 12' NIDE x I@' H16H CONCRETE AAL 4 14 G 14 O 5EE DETAIL 3/A3 4 5 iQ q NEW COLORED COr1GRE'E PA'&-?lE * Mill 11111101 � � O 777 108TH AVENUE NORTHEAST 20 NEW 5TAMPED CONCRETE GRD55INALK SUITE 400 BELLEVUE WASHINGTON • 98004-51 18 <Z> LOGATON OF PJW 516NA6E T • 425 889 3333 F 425 828 9116 S i COLLINSWOERMAN COI/ RED LOBSTER `. O �,, 12 NEW VAN AGGE551 BLE PARKING STALL F , 131 I> NEW 57REET L16HT:N6 14 NEW PATH LI&MNG z NEW 5;DEl1A-K LIGHTING _..__._._-.,�• ,,�'-�• `�', i Ilb NEW 516NA6E _6N71N6 • , THRASr, CAN , t M HI I@ NEVI COVE:E 5'EP5 AND '°'EEA_RAILING SEE TT;IL 4/A3 4 i LINCOLN ONE 4 NEW EXT�IOR L1GHTi% VCE55ED) 5EE DET&L 3/A34 SITE IMPROVEMENTS <Ib I ' 1 PHASE I - D CONNEC'N"SIDEWALK T I TI f I 21 NEW LAND%APE 1JPL 60"I N6 r�1?IIRE SiXAA:-K =OR 11°A5E < NEYV MANDIGAP"ARK N6 5'A 14 NEW GONGRE'P- STAIRS 14 0 r— — —• — ---�I i.. --- ---------� 5EE 5EGTiON5 2/A33 t 3 ° 0 A-- /\, / /`I i i i �• s f00 14 G I 51M ( - ,-- --- 'G< REi OCA'ED +tM71GAP AGGE�1BLZ 516NA6E 4— — 0OG� i 0 ; I EHANDICAP A 45 55E 56kA6E ISSUED FOR 4 f5ff DETAIL UA3.4i 000O MARK_ DATE DESCRIPTION P NW COCETE 5TEP5 K RAILikbQ S GONG' WTO EXISTINGf • -- - --- -- - I 000OrDO r - 0 K ; LIGHTING KEYNOTES } I - -- - -- ® /,; 5TREET L&fH TYPICAL. /,,/7777777777.7 Brl LARD AND PILLAR LLMINAIRM TYPICAL. Iq Q� OB ® PATE LISHT1NG;TYPICAL. D FLGOD 6.16HT5 ('FOR 516NA6E) '1'piGAL. WALL IrECE550 LUMINAIRES;TYPICAL. 5 F LANP%APE UPLI6HTIN6. 1 6i21-0-2-- PRICING &PEWAT IA3.4 O RELOCATED EXI5TIN6 PARKING L16HT;TYPICAL. PROJECT NWBEP 0111404 !/ / ` ISSUE DATE 6 21 02 DRAWN BY SIDEWALK LEGENDS: ONE LINCOLN k� 5TkWM CONCRrrr r ._ s•. I j%// I " ._y .I i +�. C&ORED CONCRETE: - ("r'PE-A; / COLORED CONCRETE - ,'TPE-B, EXCEI)T10IN "6 f I I r i l . 3W — REGISTERED f ARCITECT t 1 1,4 tyK, Y �r1'1 •! r 1 �' I r �t .1 y 4Ir'oilj�, �� �� ���#���`*i;• � J �� ,//J/ , _ + fi 'Z II a - YY, a rI �T. I A3.4 • Y � �T l � 1 SHEET TITLE / NUMBER • , r R ` nu0 l Al goo°,n . Glean �.:. h E; --i . E - � I � -f slT20020002 z z o,,, � ,l' 1 PARTIAL NEW r a ri , �L I n SITE PLAN dI i PARTIAL NEIN SITE PLAN 10 A3. 1 _....._._..._.__._...,,,„.'.....,...w..nr,•_._..., _-_~^'°11A�1 jjjjjF (14111 1111111 11111 I soon111111111111 1!11111 IIII III II Il wiiwl�iilir, IlIII Ilh 1 I I n'lll 1111 IIII 1111 1Ifli,IIII I111 IIII IINI I 1 III111111 11111111 1IILIIIII IIIII 4,III 1 II2II 5IIII IIltl IIII IIII!I 1111 I I IIl! ll I• , I 29 30 - _ 2"Z� ty . t' .. j r 1; - 1 to , ff ".v 1 y k. 1g , / � Q ; - - COLLI NS bj/ / / ilia Ix 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004-5118 T • 425 889 3333 F • 425 828 9116 //� \� COLLINSWOERMAN COfa / / / / ^ r 'oo 4 /// // / / \` 9p• LINCOLN ONE / //7/ // / °' \` �, SITE IMPROVEMENTS 11-03/46 / / // / 1 b. \ �. �Ul PHASE I /A& /- I 1 . ♦'-6 fro• Tnr- !q"wmwRq"Rq* 7 w' • ISSUED FOR_- S ENLARGED PLANS SEATING 3) MARK DATE-- °ESMKI°"- - - -- lia• = r•o" 5'.0• Is•-0•' ENLARGED PLANS (SEATING 1) rr - �, %//////// > /// ✓// �'////// / v 1 6x21,02 PRICING &PERMIT_- 101-01 / / / /L �'�, PROJECT NUMBER 0111404 ISSUE DATE 6/21,02 I ' DRAWN BY GN' Ij \ -11516 400in 51-01 zzz Palo 1'-0• ---- - / 1 i 3858 REGISTERED ARC ITECT / 11Y�� 111, . — - \ \ • 6~�/`r ' • SHEET TITLE / NUMBER • 7_ , In ENLARGED PLANS Iti �rG Y," day �g q� i�y_ f`+r.; Y r ��'�1•�¢ 5.'r{ '.Y 1 / ' ,� Greenburg Rd,10130 lyiar. YY,t I Y ENLARGED PLANS (SEATING 4) s�>_zooz_o0o��.�1-Mz0�z-0032, ���( �v"'•1.. �.' .�i-y rF Pf -ti r.�} �'�r ��,c 1 f!_ tilYr:�y,"��. p^���'.I r�1�r - e of 21 ,�: ��� ��' ��'. � �x �� ,_ , .+,�� v �` -- ___. _ — 4 u4" = r.o• -- 20 ENLARGED PLANS (SEATING-- �< A3. 2 - �"^"^, "�m"RO""^.�ItlA.MTt!„•'.,_..--.. .........-...+n-u+--•.. .... ^-.__ .,...-.....�--..-....._.._._-__.-.._ _.......---....-.---_.�.�_ ._-.- -.�.-.�.�.�-•.,.w�+.�...--. - .._.-....-.�.,. - .. -_ _ _ -_ _ -_ ... _ .. . ...:.._. ...._.....•rv...".wr••a-r•s•rinn+...... .. .ew...P 12 i•. " >#� Ix, 1, k � :, .. IIII 1111 IIII Illi 1111 IIII 1111 1111 1111 1111 1111 1111 1111 1111 11 I I I Wa~.. .. ..«nq,,.+ twur,.:,. - cm I I I I I I I I I I I II I I11111;11110 I I I I II I II I I{I IIIII1111III II IIII IIII 1111111 171t11111118 II _ I IIII,I�III I III IIII . 1111111127 1IIIIII� � k01a t 7 ID II IIZ I3 114 17 11 IIO 210 211 >ZI! $13 >tl4 !6 >?le QI7 t� ItIO SIO S 1 .!MR►'" .. .. - „ �F r I I COLLINS -� ONE LINCOLN m > �! S Z 101.00 ZZ/ 777 108TH AVENUE NORTHEAST QA. G S-0 _ - 2'-0 u, a �, M - * A'3.4 IM b SUITE 400 \ I'-II' Q FIELLEVUE WASHINGTON • 98004-5118 _ - --- --+- \ --- - T • 4?5 589 3333 F 425 828 9116 - - ' � �------:�'' COLLIN:�'✓VOERMAN COM ;u ��• 2'-4' �, 1'-0* REVEAL - I RETURN � r r ENLARGED PLAN REMOVE EXI5TIN6 6RADE FOR NEA DE516N. (t'EA EXP05M LINCOLN O N E EXI5Tl% AREAS OF EXISTING EXTERIOR TO BE SITE IMPROVEMENTS ONE LINCOLN EVALUATED W/ARCH. FOR DETERMINATION TO BUILDING BEYOND - CMITION t WEATHER-TI6HTNE55) PHASE I x1g ol APPROX. FIRST FIN FLOOR ISSUED FOR • 4'(TYP 4(TYP) o, MARK _ DATE - DESCRIPTION RIECCa5 D EXTERIOR I''a' LANG 51DEriALK �, . REVEAL(TYP) 6RADE I'-0' S'-0' / b' TW AALL BEYOND - 6°ADt I' f --- U6HT FIXTURE(TYP) ON 6RADE I'-0'THK RETAINING WALL b'THC RETAINING WALL 1'-0'THK RETAININ6 WALL b' THK RETAINING WALL 1'-0'THK RETAINING 2 STAIR/RETAINING WALL ELEVATION MATERIAL: STEEL PIPE: A5TM A 53;HOT-DIP 6ALVANIZE TO ASTM A 123, 1 6.21.02 PRICING & PERU IT TYPE T",OR 1YPE 5,6RADE A,STANDARD WEIGHT(5c4:m E 40) PROJECT NUMBER 0111404 --N` ANCHORIN6 POSTS: O \ ISSUE DATE 6 21 02 11/2' m 6ALV FORM OR CARE-DRILL HOLES NOT LE-55 THAN 5 INCHES DEEP AND 3/4 LARGER GUARD RAIL - THAN OD OF POST FOR INSTALLING PO5T5 IN CONCRETE. yy1� DRAWN BY GPS GLEAN HOLES OF L005E MATERIAL, INSERT P05T5, AND FILL ANNUM 5PAGE EXISTING &TWEEN POST AND CONCRETE NTH NONSWNK,NONMETALLIC 6ROUT OR �----.- _- b Mi.DING ANG•HOR1N6 GEMENT. -- -- LEAVE AWHORA6E J015T EXPO5ED;RIPE OFF SURPLUS ANCHORINS MATERIAL; p GONG LANDING - AND LEAVE I/8-INCH BUILD-UP,SLOPED AWAY FROM POST. / m —--_----- - ID 1 In" m 6ALV s• • 0 PIPE RAIL -- - . 2 1/4'RADIUS —. b' THK C-0 C WALL51.01 2W — - - - -- - - - - -- - A • 110 1 WEAL. I-II .` / .� • .• • ` // . ` •Q _ .' ° •� / '• _ +tea VWO REGWMRED - -- 4 GONG 51DEWAl.K • • A ° 4 ARC ITECT in / - - • . / 4� 7:17 Zp � • � • •" � � �I --I_I I--1 I � � �• � as 1 ; III-I . . ., �->> _ • _ r - ' _ A `� • ' I I IAI 1111 -1 . I I1-1I •. _ I—III._ , I I i ��.. � COMPACTED Flu. • GONG STAIR `•• • ••• • • • . . • .•• II I II .�� III=j-I . • � i I �,,� • • . . • 6RO1TfD( ) POCKETED ! Tl'P —1 _ —I, �I ; j �. — SHEET TITLE / NUMBER • 4 fi• '` SECTION STAIR LANDING CONCRETE STAIR�11CTIO�� s'T�°°°° M. ENLARGED PLANS ELEVATION & SECTIONS A3 .3 IIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIII Illryllll Illlllul IIU�IIII IIIIIIIII IIII III IIII 111 it I IIII IIII IIII 111 III IIII"fill I)IIII IIII IIII 1111 IIII IIII I!II II!IIII 1111 IIII uil I it UII 1111 111 II111 II IIIA Illi 11 IIIIIIIII IIIIIIiIllllllllllllllil111111 Cm 1 I I N I I I I I j i i I I l I l l l I l l ,►� >>� "fool IM b to Il I• 1.1 14 I la 17 IB 19 20 21 �� 4 >Q `'!� 29 30 • _ �M C • a 4 COLLINS A3.4 rn ;a CENTERLINE OF -0' I STRAIGHT WALL DS'-II 9J4' } 12'.2' - _ b'-9 3/8' 4'-I 15/b' _ CLAN®KkL 3-0' CAM YIN•` 4") GONG STAIRS A 6RADE 5ff CIVIL DNIEf 777 108TH AVENUE NORTHEAST FOR STAIR DIWN510N5 I *--- -+--�� •yam. r.^.�---^7� ! ��'--r REGGE56ED LIGHT I GONG STAIRS ON 6RADE RECZZ%ED EXTERIOR SUITE 400 5EE CIVIL DW65 J / EXISTINt5 BELLEVUE WASHINGTON • 98004 5118 LISHT FIXTURE(lYP)FOR STAIR DIMEN5fON5 GONG��� TRENCH�`�NREVEAL. hYP) COLLINSWOERMAN COM r . 425 889 3333 F 425 828 9116 �PXTM / ON GRADE ------ - - _ — — — -- — — — -- FIXTURE(1'1'P) MATLRIAL • STEEL PIPE: ASTM A 53;HOT-DIP 6ALVANIZE TO ASTM A 123, STAIR SECTION/WALL ELEVATION TYPE F,OR TYPE 5,6RADE A, STANDARD WEI&HT(56HEM.E 40) 3/9' = I'-0' ANCHORINS P05T5 FORM OR GORE-DRILL HOLES NOT L.E55 THAN 5 INCHES DEEP AND 3/4 LAR&ER THAN 00 OF P05T FOR 1N5TALLIN6 P05T5 IN CONCRETE. GLEAN HOLES OF L005E MATERIAL, INSERT POSTS, AND FILL ANNULAR SPACE _ • ____ __- -- _ BETI"EFN POS" ,`ND CONCRETE WITH NON.�HRINK,NONMETALLIC bROVT OR Y•b' ._ _ S'•b' GIJm WALL A3.4 A3.4 TV 3PALIN6 VERT BI�LL167- t3 ANC.IIORIN6 GEMENT —----- --- LEAVE ANGHORA6E J015T EXP05ED,WIPE OFF 5URPLU5 ANC.HORIN6 MATEIZAL; 1-0 / 4'�'t1'P1 4'(T�P1 AND LEAVE I/9-INCH BUILD-UP,5LOPED AAAY FROM POST. LINCOLN ONE —e r--- R I Z 1�4'RADNJS- 1 1 1/2' 0 6ALV —,� - - - I REVEAL ,� SITE IMPROVEMENTS � - _ PIPE RAIL I' I PHASE I Z 1/4'RADIUS - I - ' REGGE55ED LtbHT \`� 3/4" RECa -/ � ' !I 1 � III �i LOCATION OF F I XTURE EXTERIOK -,I ==11 I� _ _I L'�� I__ FIXTURE TYPE E L16HT FIXTURE (TYP) I = � 1 _ 5UITABLL FOR OF GONG SIDEWALK -- - (�-0' I'-4' I ----- -- 1 EX G�oNAcTIoN m - m v m ON GRADE 44 4' CO►IG SIDEWALK '•.1 _ 1 ;Q • ° COMP FILL • ° + WALL ELEVATION }► . ° GONG r-OOTIN6 I • �L m POWER SLPPLY CONDUIT TO BE • -- ___ ENc,�ssED IN uhic • ISSUED FOR • WLCE55E0 L16HT FIXTURE ' I • . . - e . FIXTURE TYPE E _ MARK DATE DESCRIPTION SUITABLE FOREXTMI II I II I .CM I. 1 I ll --- I TN5 ALLA�TION .1 . • �„ D. --- -- — — -- 1=1 GONG STAIRS ON&RADESEE CAVIL CAVIL D10 5 FOR DIMENISM I'-0' ° Illl I-1 ° 1I .I 4 In' �,�,L 4'GONG 51DEY'IALK - 1' RECLE5L16HT L16HT FIXTR E CONCRETE STAIR DETAIL FiATM EFIXCONCRETE WALL DETAIL FIXTUI i 3/4' -- SUITURE TYPE E 4 EXTERIOR GULAG SUITAFILE FOR � I = I-0 - Ey-GONG 11'15TALLAI ION INSTAU.ATIUN ---- - -- � a 4'GONG 51 n � � SALT AND FEPPER �V1DE 2 D DIOpA,r��A 130' 0 POCKETS �° r 'd r 15RANITE FLAGSTONES -------____-- _ _ - _ �- _ j=I NOTES FOR SIZES PLANT WITH MEYTA REOUIENII JEWEL MINT I �iTE FLA65TONE SHALL BE AT LEAST 2" THICK,NOT SMA�.LER COMP FILL - - - i - MONOLITHIC STONES OF CORSICA) FROM 2' POTS • - � —� - - ,-- � THAN Id IN ANY DIMENSION AND HAVE NO AGU'fF AN6l.ES AT - -- _ ° ° I ( I I--- I I- (SAME MATERIAL A5 5TEPPIN6 STONES) I' - 2 JOINT5 C / • ° GONG FOOTIN6 �_ ° I 4' X 16' X 30-48' BETWEEN STONES b" X /4' THICK RYER50N STCEL EDGING, GORNER.S 1 6,21 02 PRICING&PERMIT �'' ,!" 11 NOTE: • e BACKFILL WITH COATED;OR APPRDd['D EQUAL. ----- - POYE�2 SUPPLY I I rI I I I� M&ERR RUN PER INSTALL PER MANUFACTURERS INS.�UGTIONS C'�"I ILLOT � �� A HONED FINISH, AND THE PROJECT NUMBER 01114,04 • CONDUIT TO BE . ..1.. - • ENCASED IN GANG I=1 I I / �'1` - '+'''' + ISSUE DATE 6/21/02 • • ~:•: `:`; I 1 `. 3 STONE SEQUENCE SHALL BE VARIED 50 THERE 15 NO MORt THAN • ° ih' • n I ISI I I- ;. ,:,:;�..•-••.. y � - • � 1 �► `* TWO (2) STONES OF SIMILAR 5'ZL AND ORIENTATION IN r�D,�AGENT DRAWN BY GM • , ° , ° • � :�� MITY DESIbN INTENT 15 TO CREATE AN IRRE6i1LAR - - y , . . . . . . . . . . PA WITH NO RUNNING JO NT5 _...__..� .. . . . . „�:,, ., •. ?TERN '� 'a• PROXI T1$ ' II II — e e � • • .-. �•."1�-•r -"may. �,.,-.• y .Y _ �. I=_.._I �, o. � -'I I I I I....I.I I • • o' I--I I •.... • .. • � `:.�•. -, ; ,. THAN 30" 30' BE AT LEAST THREE (3) STONES NO SMAL:.ER e GRt15F$R RUN PAViNb SEE SPECS 5. THERE SHALL BE AT LEAST THREE (3) ADDITIONAL STONES CRUSHER RUN SETTIN6 BASE "I - - I I NO SMALLER THAN 30" X 24' - � 3/4 MINUS COMPACTED BASE ROCK -III— ` 3/4'MINUS COMPACTED BASE UNDISTURBED NATIVE 501L 6. THERE BE AT LEAST TEN(10) ADDITIONAL STONES NO SMALLER THAN 24' X 24' RTAINING WALL DETAIL STEPPING STONE DETAIL 5 STEPPING STONE DETAIL 8 11/2! �ry� --GALVANIZED MOUNTING BOLTS _ 3W8 _ REGISTERED STATE A RC ITECT ava-EPAIm Q o 4 I I PRE-MANUF. 516N I I 1^ 4" DIA. STEEL P05T - FIN15H GRADE 1 I SCT P05T IN GONG. ;4 NOTE: INSTALL 516N AT ALL AGGE551BLE PARK IN6 STALLS 5PAGE5 DE516NATED FOR VAN SHEET TITLE / NUMBER • V� -• ' PARKIN6 SHALL HAVE ADDITIONAL 516N "VAN AGGE55IBLE w-NITED BELOW. ACCESSIBLE PARKING SIGNAGE Grean020,PL ,,O„0 SiT2002-00020,P1M2007.•0032, 3/4' loot 21 SECTIONS/ELEVATIONS DETAILS rt ' A3.4 + �".. }'i, ,.... -ff':. Y 1 i,'. •li ,,.. .i< t, "•. ,} „ _„ J _ n ILII u i l ILII ILII ILII ILII IIII III' ILII.III IIII I III 1111 IMillIrrwia+r•.rlr o-:aL..0 #.ter`,•',•,. 1y +1 . a5.: a ,.,_ ? 1.;,,,..pYe� f: CTTI 1 I ( I I III IIII II III III1111 ILII II III IIII IIII III IIII I II I r ..- �s tc; ', ° z , .� Vyi 1.l0(�iLITYlTII! I l I ( I I I I� I ( I 1 I II I III I l 1111111 Ilu IIII lull.II IIIIIIIiI tnlllnl unlnu nnln I nlllln nll un ,u n n "'.� 110 I I 112 110 Ily I'. 119 211 2I2 213 214 218 210 1217 219 219 310 f,�� y3'fia 4 }3j`% rd4��s/ u' yk�"I,�r3 ► 7 IOA.�.I a `f 1" �V �,"5M15+5, i yi ..� d ... .. .,am:.,...,r�m•••q',I!„'w+`y""w'pR f 1 1 ?; I+T �'� }' it I'' H,•. ia' #J'�, ,.,•1 M1 1 �, - - I L 55z�:i i5��� rti✓i.?2 ,q'N:I;Sa�ERI ., '1 to 1` rq �}l (� I ' u r `+s t +• S •i' 311� �:;. �' �'}�.,��` �a •t� .r '1 , .. ' S,"11ikNa J. to .. 'M!"C!?�M'ft•,�w..•^,.fir...,.,...„-,,,:.w•-.::x.., ,-.t.,,...,...rn•w+'t•"`vi.Irf+•i- w,r.,w.wMPr^*"TM• y"a.•"'^ M.,rr4wp �Mk '!`.i*1?x,+Yr+•IrMIM. MM!'M1• .•„ ....M c r R' • x�. 1 I ' • 1. ... U _. ENCLOSED COLLI NS --- GENERAL NOTES _�_ cO I i/ // n CCNC 1 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATION!; AhIC' THE ` ---�- I -__• _-� r ( f1f, ;IC REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES, AND THE rn j BRAN i fygTFR CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC / QQ) I DECORKS CONSTRUCTION. ffl DI I J VAU,7 1 1 y i .tat, 2 THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW 20 i1llt 0 40 / 6 EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THLY DO NOT SHOW FVERY DIMENSION, COMPONENT PIECE, SECTION, 6 CF I --- ONE J I ( LD I N(_-: ,, JOINT OR FITTING REQUIRED TO CCMPLETE THE PROJECT- ALL LOCATIONS FOR 1;,' 3r - - -_ �- �, } ( C, Iv T DB' I 1 WORF SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE IN IF= FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED 4S TO - _-- - SUCH IS CONDITIL It 23 �+�\y PERMITTED BYZLOCADL POUBLICOAUTTHORI IEESERINGWITH URI DDICT ON, BEFORE 16 BE(/1' NNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ' ( r _-----_ 6 4 /-- __ r�: E I ANY DISCREPANCIES I 3. EFFECTIVE EPOSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES 0 = TWO STORY pUIL� �� MUST BE INSTALLED AND MAIN f AINED TO MEET THE U.S.A. REQUIREMENTS. r ----�•�'I -+�� t_T�h(, THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION I l I AND STOPPAGE OF WO!It' TO ACCOMPLISH EFFECTIVE EROSION CONTROL. '�--`- - ••• �,._ rl� �•=��"" oFf- ! 777 108TH AVENUE NORTHEAST , I 4. EFFECTIVE DRAINAGE CC, rTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED l �� OO�00000� 13 " WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE SUITE 400 0 PROPERTY, PUBLIC PROPERTY, AND THE DECEIVING SYSTEM ARE NOT ADVERSELY 00 IMPACTED THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE BELLEVUE WASHINGTON - 98004.5118 41 ACTION AND STOPPAGE OF WORK TO AC, EFFECTIVE DRAINAGE CONTROL T • 425 889 3333 F 425 828 9116 7 ) iO `_ 5. CONTkACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION COLLINSWOERMAN.COM ~ _ �-___� IMPROVEMENTS TO NEW FINISH GRADF_S. 23 •, y� 0 6. EXCAVATIOiv_ EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO 14 rI C_r SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOP. FORM CLEARANCE AND Q (u� FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. Ra50' ' �• �j . Q EXCAVATORS MUST COMPLY WITH C R.S. 757.541 THROUGH 757.571; 02, v `.LC O c~� / EXCAVATORS SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS O J%,-- \�� � , SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO STAF f OF WORK. DAMAGE TO / a It l l' ?�. \ \, /;,r ,; UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE (ONE CALL ' fTTl7?T-%r� '_ , , �a 14 I n \ \ , / � LOCATE UTILITY NOTIFICATION CENTER - PORTLAND METRO AREA 246-6699, I 19 r;p 6 4<< ''^� f OREGON 696-4848) C _ 13 \*` \� \• 7. WHERE CONNECTING TO AN EXISTING PIPE, ANU PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY TK II ELIC y i/ 11 \. UT -- i LOCATION, I ANDELEVATION. NOTIFY N N OF ANYDISCREPANCIES. cm OC ON S ZE E G! EER / O% '-' 8 REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE s '+. � N �- �-•••----- --- APPROVED BY THE ENGINEER. LI CC11 `�`1 :•� 9. SAWCUT ALONG FACE OF NEW CURB LOCATIONS, 6' IN FRONT OF �( 7 �t EXISTING CURB TO BE REMOVED, AROUND LOCATIONS OF NEW CROSSWALK, LINCOLN ONE / / __ .IEC AND WHERE SHOWN ON PLANS 10 �`� � ,, 3 bl(° 6' SITE IMPROVEMENTS 12 13 5 8 Rs210.62' UE:'C \ 12 R-96 ,. �, • KEYNOTES DEC \\ - - _ 21 12 :' , t 17 �,v(. 1�" \ \� vs ' , 7 1 4 w• 1. WINGED CURB RAMP, SEE DERAIL 4/C7.0 M I I , ., 12 12 7 eG. to C `• 1 ,,max=s" � "t 2. CURB EDGED CURB RAMP. SEE DETAIL 3/C7.0 �� ,� �• T ' , ,rya ^ I ' 3. NEW SIDEWALK. SEE DETAIL 1/C7.0. _ • _..� 4. CONCRETE CROSSWALK. DETAIL .0. •fit ' $0 •1 S SEE 3/C8 -----� //11 _•�_ 5. NEW VERTICAL CURB SEE DETAIL 2/C7.0. 1 12 `. / ' 2 \ 1" 0 F \� '�/ q 6. EXISTING CURB TO REMAIN • ISSUED FOR • 16 , 4\ y �.--•-` 12 6•, •8• `6: I 1 16 6 +�) � t„ I: . 13 > I - 7 EXISTING CURB TO BE REMOVED. O ( 8 NEW PARKING STRIPING 3 i�?f'IR-323.37' E I RIP MARK DATE _ DESCRIPTION . -:•• ___�� \\ STEPPING STONES SEE ARCHITECTURAL PLANS FOR DETAILS DEC / 2 _ 9. `' e / ^, �,� 19 0 c i 6,F r D[C �� , 10. PROTECT EXISTING TRANSFORMER 000 w 14 P� MIMH• 11. PROTECT EXISTING TREE - ---- - - -- / 5 3 00 a 15 R-190.31' NCWN TYPE __.. / ", �� _ _ � r^ 196 i 1 � 12. SAWCUT EXISTING AC. SEE DETAILS 5 do 6/C7.0 AND NOTE 9. • 000 22:: 13 LANDSCAPEAREA r r EC ,.. S Z l 4a 23 -- - -- J \` 14 CONCRE'E PAD. SEE DETAIL 9/C7 0. 4 �-'.'1'.7?T•'7-' �?7� -.�� 22 I ( 15. BENCH. SEE ARCHITECTURAL PLANS FOR DETAILS. / w f `J 16. MATCH EXISTING CURB 00Oor�., SEE ARCHITECTURAL -` r --"gyp _ R-2 _89 DRAWIr!GS FOR I : W71 13 ` DETAILED PLAZA LAY041 4$ 17. RAISED CROSSWALK. SEE DETAIL 1/C8.0. -- -- 18. TRUCK LOADING AREA DEC 16 // ���M ��; ':' :; 1 x N N DETAILS Ac4/C8.0. --- - -- --- -- -- '\ V 'PE XING' SIG SEE 2;7 ` ` `"'1'`�� '''''' 25 I \ I: ! 20. 'STOP' SIGN. SEE DETAIL 4/C8.0. 21. STOP BAR - 12" WIDE WHITE PAINT 22. HANDRAIL/STAIRS. SEE ARCHITECTURAL PLAN , I OR DETAILS. 23. EXISTING SIDEWALK TO BE REMOVED 1 6.21/02_ PRICING &PERMIT 24. BIKE RACK SEE ARCHITECTURAL PLANS FOR DETAILS. 25. 18" RETAINING WALL SEE ARCHITECTURAL PLANS FOR DETAILS PROJECT NUMBER 0111404 ISSUE DATE 1 14%02 26. W14EEL STOP. SEE DETAIL 9/C7.027. HANDICAPPED PARKING STALL. SEE CETAIL 8/C7.0. DRAWN BY 728. HANDICAPPED PARKING SIGN. SEE DETAIL 10/C7.0. . ZI' _29. RESTRIPE EXISTING CROSSWALK 12' WIDE WHITE PAINT. ZL_ . I 30. 'BUMF' SIGN. SEE DETAIL 4/C8.0. ����F 1 . , ( i I i 31- 'KEEP RIGHT' SIGN. SE[ DETAIL 4/CB.0. vg`t�N' ��� 12 L LEGEND o� ~ t,. \ ` ( I 1�9 � _.•. I , G• - C71 ON RETE CROSSWALK XP1RE 12 31 02 �_ at,ra�a+wl I L� NEWACPAVING - 3" AC OVER 10' AGGREGATE BASE "'--- 6 R ,Q U P M ' 7 - AC GVERLAY - SEE C3.0 FOR PROPOSED AND EXISTING GRADES - -t 4 SEE ARCHITECTURAL n I TRUCK LOADING AREA I DEl AI EO RM.AZA LAYOUT. j • I I �'1 I - - - - - - - - -- SAWCUT. SEE NOTE 1 tk DETAILS C6.0 AND C6 0 ;i Civil E-.Qineerinq Arc'tftecture OVERHEAD LIGHT Struc:ura' Fnpireerinp Interior Deaigr 3R. I rensportetfor Plenrin9 Lend Use Plernin9 2 o 0 SITE LIGHTING BENCH CVO SW Boncrolt 51 / PO Bax 69039 Portland.CR 972G1.00J9 Tel 503 224 9560 / 360 695 7879 -ax 503 228 1285 TRAFFIC SIGN GM PROJECT NUMBER 020034 / / fw ca I ( s r"iR♦1 191O1 22 r "��j1eRp 26 12 ' I IMPERVIOUS SURFACE ANALYSIS ' I 12 �I k k' Cl �+ I _ 111 1 I 11 ar !+ EXISTING IMPERVIOUS A^EA I y 2! t„, I it3 CONVERTED TO LANDSCAPE AREA 10,060 SF � I I I I �t�; 23 � •;' N _ __ I - - --;r �,(' - SIGN •` LANDSCAPE AREA A c 7,340 SF I{ EXISTING CONVERTED TO IMPERVIOUS AREA NET TOTAL CREATION OF �• ? NEW LANDSCAPE AREA 2.720 Sr 1 1 4! ! O a I I 12 RN � � __ ' � �.. _,,,�. . , � �_ _ � �-_ - SHEET TITLE / NUMBER • E"""i 5 `:/ 6• RIM 189 m r e �J I I 7 f� tDA 49 12 7 27 12 rI► 2! - 29 CIVIL. SITE N froenburg Rd.,10130 SIT2002-00020,PLwt2002-00321 11 of 21 5�� � 'I rk'�" � P C'�1 ti `� •�Fa�r>•,IC�'t. v!';,1 58�Kr kRF � �;'" , •�' C� F � C2.0 ki" 1� r 11 x 41 , wwa•.-.^ MNrb - r.y.�Yf... -_w�..a ... .•.....e,p.n.s_wr_,_. ._ 1111 IIII IIII II11 IIII IIII IIII IIII IIII ttil II11 IIII IIII IIII IIII •I ' I! 1, .fT1►•TIS Ctn I I I I I I ( I i Inu nl l I 1 1 1 nl I I I unll n Inl ull nu 1�1 n un�un I nlul !uynl uu n'I m nn un nn nn un nu un nn IIII nu nu nu uu nu un IIII nn un nn I I I I I I I I I I I 10 00.1 ae A (� III h 1 II4 I A�17 I1• I• t 29 �� !4 !Ib �e � �1 .0 310 N � y ' tr •,�, ` .n�Ltk},,�''�� 'tw��',�,� �� nhk_ P ,.._.. .._,_.....,,.,.,4•,,,.,.F.,�+.st. r -1 n tlll�i •I _ 1 r a 1 ,1t 3 yW F��!,1YYY 1w r 1'+.. - V,,w '' _N� �' a .' ', .i:.-, a",rk�rcr TIY {•:,- ,' �'' � �gt � � t �bt t 7ALr K;'°�, - .. .. . •- ,•, ,• F. a N. 1 .., ... +�', F w.us�. .c:7:wd1MtiV3a•,....w.�+an:.r,�:• .. .. - ' IN,• k� S'1 •Y f 1 V ' v = 198.50 x j :' tst.ly I Qr I r I J I[ i _A .;1;1 F OLLI NS _., �..!_ N4 — — EhIE45ED -- - �e•, / — -• _= .- __ _. .— fir'❑�yp�n _. / _•+.—._.._.. __—. / 1, / .. COURT�e'V14.' 7N. m 4Y , i • zl$ '' _ ; i _ ?RAN CI GRADING NOTES _- , ..� lt►u�AO "l 1'x$.94 - \, I ' 20 0 "! Ul1T 196... 6 =r _L_--- _.._ _.. J _.._. l___.. .- :=-- : ,_ . __ 1 F CUE` TO APPROXIMt:TF LEVELS -` AD BRING ALL FINISH GR RC`ULtN GRADING, RI _ :.Fi INDICATED WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES _ -= O N L 'ST U h I' BUILDING , j ( WON ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBV10u- -- _ i _ r 1 GRADE OF ADJACENT STRUCTURL GRADE TO UNIFORM LEVELS OR SLOPE`. IN WET- ) ""-.---' --___--_ a� f2;M 2001""? I BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID �, �� ��1= `v ABRUPT CHANGES IN LEVELS ROUGH GRADE TO ALLOW FOR DEPTH OF h ONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED \ l _., l DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, E DRAINAGE A \ / _�^ -_-' SHOWN, ALLOWING FOR THICKNES., AND PROVIDE FOR SURFAC U E 5 MA H ' OF SURFACING MATERIAL. - pp ! ~ q' FOy iji 'RA Al COMPLETION OF JOB AND AFTER BACKFILLING BY 1, ` 1)€KISTING TWO STORY BUILDING I HAVE SETTLED FTS �iAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH �~ - \• HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRAD=IXZ ROUGH GRADE AT PAVED OR LANDSCAPED AREAS ±0.1 FT 777 108TH AVENUE NORTHEAST T "W ' ==__ j ti ' ` I FINISH GRADE PRIOR TO PLACING FINAL SURFACING ±0.03 FT. SUITE 4U0 •___ OC>�OOp Q f '� 2 AT y EXCAVATE FOR SLABS, PACING, AND OTHER IMPROVEMENTS TO BELLEVUE WASHINGTON • 98004-5118 iA ti �pp 'titP 1I_ 5 AND LEVELS SHOWN OR REQUIRED. ALLOA FOR FORM CLEARA14CE AND ti .1 r, FOR PROPER COMPACTION Of REQUIRED BA:, THROUGH MATERIAL. T • 425 889 3333 F 425 828 9116 EXISTING �►i,,h p [ \' 7 1 • 1, r EXCAVATOR 5 MUST COMPLY WI TH O R.S %57 5a THROUGH 757 571, COLLINSWOERMAV COM MATCH t� 1 EXCAVATOR S SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS I �+ a E 0 ;P T 4y 11M�f 4 EXISTING "p F-- ` 'J 72 HOURS M NIMUM) PRIOR TO S'ART OF WORK DAMAGE TO E 8" �. a� 101 t ; UTILITIES S ALL BE CORRECTED A f THE CONTRAC'OR'S EXPENSE — - ' �. E 8"0 CSF- INN "196 KIM = '95.�� � �I _ -----•--� I _ IE 12" CSP '!i IT ''F ' '' �' �, O I•' 3 .:FFECTIVL LROSION CONTROL IS REQUIRED EROc '"I (')NTROL DEVICES "` ` r, i - -" -- - MUST BE INSTALLED AND MAINTAINED MEETING T ;N,FIED SEWERAGE AGENCY IF 8"0 CSF' !N W 19.5.9 1, kIkA - :;'Q REQUIREMENTS. THE GOVERNING JURISDICTION MA AT ANY TIME, ORDER '2"t CS0 'N NE 192 G _ - - -' - -- ~-- „ •(-- "rr CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE r 4. Li r - �j.�-� l'' I I r ' , r EROSION CONTROL. 1 .7 z 9534 Q 4. DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BE DRA N y"''• i i Q s J' CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT 7 S. �\ �;, / ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, Af+U THE RECEIV;NG } -' SEc� �`G,r��\\ �I' SYSTEM ARE NOT ADVERSELY IMPACTED THE GOVF�NING JURISDICTION MAY, ►^' '�G6 ��• �;y AT ANY TIME, ORDER CORRECTIVE ACTION AND STOF;'AGE OF WORK TO I �` , " - • ___._ J-2 r ` ACCOMPLISH EFFECTIVE DRAINAGE CONTROL- �� 5 SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED ( �-__ -� I FOR LANDSCAPING. ^- T\ 1 �_ 1 1 i 4 .,1 , a lI 6 CONTRACTOR TO COORDINATE GRADES AT ENTRANCE h'!TH ARCHITECTURAL LINCOLN ONE L• ,7 B 'S-11 T E ' �� P PRIOR TO CONSTRUCTION (� ; LAWS SITE IMPROVEMENTS 7) 1-- T n tl` •" / 7. ? C•' - 7 2% MAXIMUM SLOPE AT ALL HANDICAP PARKING 'PAS[ . A R �1�N T MAT H >! MATCH 8 7. MAXSLOPE (EXCLUDING RAMPS) AT PEDESTRIAN ,,,,EINALK CONNECTION `,- 1 EXISTIr1G <, , EXISTING ,,t 111 '�: 5 S ' BETWEEN PUBLIC ROW AND BUILDING ENTRANCES 198 199 !• !; `? �4 1hts I E a` \: MATCH T: w _ EXISTING REMOVE ' EXISTING :i `` ------- ---- -— —-- DEC '�, SPEED BUMP �°•�.., � � ..• LEGEND jJ1• '.. 117 10• X SS MH 7 1 1 -. nn:r .+ ' .. MH tS, tt MATCH EXISTING CONTOUR PROPOSED CONTOUR OUR 5 C 1 -_ ... ... TOP OF URB ELEVATION Tc ISSUED FOR R TDP OF WALL ELEVATION TW • • I t RIM 194 9' - _ �, m, , IF 5.0 OUl A 1 92 ; 'I'r+•`F, ►p = is :i SIDEWALK ELEVATION Sw .dr. �r F," C Jam. j AC RAVING ELEVATION AC MARK DATE DESCRIPTION MATCH IE 0 IN 1.l "s 1 EXISTING �F' DEC ��:. /J ti J O EX H \ �..� / 19 1959 1r 1,. L _ ) XISTING TRENCH ' Q ORAIN TO REMAIN i c. MATCH ( r< 11�ATCM EXISTING 1 . t EXISTING ;. G _.. ` 6'; EXISTING �, ' ! 1 6/21/02 PRICING PERMIT ENSURE DRAINAGE PROJECT NUMBER 01114.04 ISSUE DATE 1,14 02 PA R Cl;L IA IF ��Ess RY° � � �__ ____ ., ,.., � , I•_; 2009348 A 7f. 1 DRAWN BY EXISTING NG EXISTING is L�•� �1Zr. I `.-' MATCH PAO•�'"si'� X CaEXISTING _ MATCH _...._.. __... x1 EXISTING +_ , \II , 9 _ _...._ ♦ .� I ,I C Ip tt /� 1V .0 MA I '" e;T1s �, 1 I I 4��•2t r, f ;�O? EXISTING •I 'L $)=TIN p I ( ?19 I V'�' 1 MA H EXPIRES: 12 j1 '02 H --� 'EiUS G EXISTING � w � 6 R LI P A C ZIE . SIAM 6 • � � j }j O''��' CIv31 Etipineerinp Arc�ftecture ° % Structure! Engineering hter'or nee?Rr �� / I ,'� �� f t + "reneportatton Planning Lend Use Planning ----------- / 069(1 SW &ncrolt St / 10 Bcw 60039 krllana OR 07201.0039 Tel 503 224 9560 / 36)695 1879 -ax 503.2281785 t> iii ii i' --- �,.(„(" �� GM PROJECT NUMBER 020034 y I.; .EXISTING.... �: H _ / Q ` / // EXISTING ice ' co G N 1 G 10 51 E �Msy, 1 �; �1 ` SW � 2 y !' �# 0 s � t TW . r H I I II TW w1144-A z. ISTING i 11 - _ 307 �. TC `• 01` I SD Ca c �1 SHEET TITLE / NUMBER • 311 : . / li I I Mill 169�; - TC Ej C9 CTC L- 0 6 � W�►toia949 h�E9 TC EXISTING EXfSTIft�Q� A' v GRADING 13 / nr� \ RIM-109.41 _ '/ _ � Q 299 .`- __ _.._. .�:._. — _ __ __ __.. —._.. I __ + 31 - 3:, 134 �..__ _�___ ___- t91 _ _______ LAN Rd,10130 I IR C - iw Gr..nburr� SIT2002.00020.PLM2002 00321 12 of 21 C3.0 cm I I I 1111 1111 ILII III. IIII II11 IIII IIII Illi IIII IIII IIII 'III IIII IIII 111 IIII II I IIII IlTtll IIII IIII IIII I 1 IIIIIIIII IIIIIIIII I I III111111 IIII II11 IIIIIIIII Illlli II III II I II11 IIII IIIII1111 IIII II11 IIIII111 III III I I 10 11 IZ i3 I♦ �� le 1� IS 19 20 >�1 9! >�3 24 125 26 27 28 20 30 j , 111 ITT } >R y .r COLLINS u"0 OUT E. G5 . ` ' 7r a ELECI . Its `1 C7 I / h UTILITY NOTES -- -- --- - ---- • 98.94 '40 '? o l ,� c'+ r''J ti ,gam.., i �D __ �IL _.._ 1 R v ---�--- ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGA D, ` I N I- CLEAN WATER SERVICES, AND THE CURRENT EDITION OF THE UNIFORM - -- I (44,0N ti ' PLUMBING CODE AND THE UNIFORM BUILDING CODE ALL WORK WITHIN THE 19 IN nET ,2 ` PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY DO NOT --------_ i I SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION •-._..� ,.----- --=���= �� � , i � .. _...... _... ._ 1 ... _ ...___._....� IN THE J,- ` I SPACE PROVIDED THEY DO NOT SHOW EVERY DIMENSION, COMPONENT -_G--- _ _ __. . _.__. `: 1 PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT_ _�^ �' __ ( � � �� ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH J EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. • c, - - '-' , y _���;• i � T � 77; 108TH AVENUE NORTHEAST , -- -. I \\ � r-�*-°-. I � UNDERGROUND UTILITIES LAYING WITHIN THE LIMIT,, OF EXCAVATION UNCOVERING,SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVE G, SUITE 400 ,� -__�-•�_ � .-•_- - I� l J, � PROVIDING SUCHIS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH BELLEVUE WASHINGTON 980 _ W �� I __,__ _ -- _ y .� , C,., \ ,\� f E � l� •l JURISDICTION, BEFORE BEGINNING CONSTRUCTION CONTRACTOR TO NOTIFY 04.5118 f j ; - \ rp r _CC ENGINEER IF THERE ARE ANY DISCREPANCIES T • 425 889 3333 F • 425 828 9116 REMOVE t STING \ I \\ \.� RIM J}' 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE COLLINSWOERMAN.COM ATCH BANNS \ CB ' ♦ �' O�COOUCp '`, � '� RIM � 'y?81 I ! RIM • 1 �� I \♦ \�P �„ ' f� �, CHAPTER 7, SECTIONS 707 AND 719. AND CHAPTER 11, SECTION 1103.04- r +7N Ob V 7r9 a^ 'L t� a ..P 001 N '69.4 NOTE NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. 1� ,I' IN c 19 4 I 1 , ALL STORM PIPING IS SIZED FOR A MANNING'S 'N" VALUE 0.013 l Ir'0 CR.t= :tv 11� 't!g 1 ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND i � i t WYE FITTINGS. - lllf 8"0 CSF' GUl t '9`.; K G t , E 1 T CSP IN W 190 4 IE 8'2 CSP IN N '96.2 RIM t99.?9 /;SIM -- ;��,% IE 12 CSP OUT SE 191 . V �'''� v ,, 5. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING \.19 PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF GISCREPANCIES. $IP11:}N ,, �� � o IE8'o CSP IN W 193.9 ,� .`' 99 •, .�- / FI►d = ::4'�?'; •,,�' /'"�,:. �� ,._._ .. -. 1LQ 1 __..__.__.._.__. ,, _ If 1:?•) (,SF A NE 19i.� )"�♦ ♦� _.-� fFl��l rir WA,CR1 L1. - - n_r-mkt. �, 6. THE SURVEY INFORMATION SHOWN ASA BACKGROUND SCREEN ON THIS SHEET \- tiM IS BASED 04 A SURVEY PREPARED BY OTAK, DATED 12 4/98. !� 12 \, \ IE=19 F ` 1• 2.60 t"7 / 7. CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE a j SPECIFICATIONS AND LANDSCAPE PLANS Mm IE-192.16 �. ~~ ``� -✓I r.; 1 l� 8. SEE BUILDING PLUMBING DRAWINGS FOR PIPING WITHIN THE BUILDING AND UP \\ '99 \ _�1y7 3!',' TO 5 OUTSIDE THE BUILDING, INCLUDING ANY r'OUNDATION DRAINAGE PIPING. i_L!C �•I _ / CONVERT EXISTING _ "ITT 1 �',• N ` ti `1 -_ IM - i ;:: -•-- -_.- _ __ F �, N,N; LINCOLN ONE 1 R CB TO AREA GRAIN '- __............_............._..... .. �____ -- E IMPROVEMENTS RIM-198.65 N W ` r `` , SITE RIM=198.2 EX.)' �_:� , LEGEND _ -- • 11 CONVER' :XISTING\Writ C8 TO EA DRAIN„ SMH '•� IJr �� STORM LINE RIM�198. N \. - , RIM�19T. EX.) `„ `��- �ttA�; ' �' `1G /. ) RIA+ +9'' `11,j c ��/ CATCH BASIN IE=195.110 6 N-E X.) L „�(>)4• IF 8"c�p_.rJl�! .., 19`i ` � \ t " IE. ` --•-, C AREA DRAIN JE I O � C$� 'I� E ";8� -----._ IE 1� 4f �•Sf�N �) � [',.1•-'"� •'� ..k�;1, ,'' � R :•_•�• 1'1 _Lb `-� EXISTING C8 c' _ �'l.itF' �' 1'IZ M�' - cL) \N\♦ \ . �� �. T R MAIN I '"� - TINGE M= . ,__._ _..... .. .� _ ISSUED F O R �__.. . �. INS _ - 7 � cB !��' _. �.._,__- 1E-1 5760 'it .... 194-93 MARK DATE DESCRIPTION A p _ fi M _ g� 'r 6 0 OUT N 19:.3 ;kM - 19A y 1 Ir 12'0 CSF' NW �c� .-._._ _ - ,: „¢ IN t IE 0 CSF I NE 1 2. '`'--�• I �� � Iyc � ® UUr,�1titi 9� . • J _� _ \ IE=190.16($,•) r �-- - .. y� I I p jJ T � JNKNOWN 1 YFF,' RIMA _ 196.1 000 �- - 19 I a.__ - N- -- �_ O. EXISTING TRENCH __ ./ 190 s'�' 1 94 ---..__ 1 REMAIN i�/j I _. - - DRAIN TO ; - RIM«192 07 77 I I i EXISTNG RIM , 1 6/21/02 PRICING & PERMff CATCH BAISIN I `� TO REMAIN , PROJECT NUMBER 01114.04 ISSUE DATE 1/14/02 DRAWN BY j EXISTNG I CATCH BAISIN TO REMAIN A PR ..r•--•.•.j Fsem � '� '. ���, �'� ../�;.�LJ r� �p• t N ED OFF __.. _ # : _ - 1 13. I zj RAI 191 _ W._ _ ._ .___ - ___ __.. _... -__ --- __ __ I [E)iPIRES:G12/31/021 tiOM. SSMH V 7J_ Rsl 191.32 I EXCEPTION 16 __ _ _. _._ �' Co Civh Engireering Architectxe I _� j I � `- Structural Engineering Interior Uesipn t\ Transportation Planning Land Use Planning "„`.♦ � 101 -... oil 0690 SW Barcroft St / PO Box 69039 Portland.OR 97201'0039 Tel 503 224 9560 / 360 695 78'0 Fax 503 228'285 r I00 ,% ./ �._ GM PROJECT NUMBER 020034 so ce I I _ 0olI \ l _ ® 141.{19 P 10 oo, SWFFt I 193-- 4 193-' �- 190 SHEET TITLE / NUMBERce • r _ -� f RIM tB9 N SD C8 N PW 10.26 SDCO A \ \ RIM 1 m 12 i �- UTILITY I r ' `am 1e9 ' EXISTNG STNG 'te �AI� ! CATCH BAISIN ATCH BAISIN \� r L./`1 TO REMAIN �' TO REMAIN _ ,t19'_ .r' TO REMAIN bt AN I -�fI1 j � r•r Greenbtvg Rd..10130 SIT2002 00020,PLM2002 00371 �--_ _ �"•'�"'�.'°°�. .�C - 1 �i'- r _-_.�_ .• rt-f' te-e-e-e ['�.[... �'T� Ct"\TC"T'C`C` \� 0_7711 � r. \ 1]of 21 C4,0 --,ma...00 ..,._., .. all 41 Is" !;, ��y1�11 M;t to I.II,I pI ixll!I IIII!IIlI+1�Ill I I11' IIII t ilii�II'11 j IIII luI llllo1 liilIjl 1 1 I NO l l 1 I i Y1 H nHF ll 11 l I(i,�ilullJn!llln 1F�u1 lnFlll 1 nnllnll i iu j nntl n j .u111 11 n1111ililll11111111111111111111111111111 cm 4 ! 10 l7 1Ie 10 20 21 22 23 24 25 216 I�u0u l 1 l , f. i; , sNr,. r +- _ • e " -7 77i n EROSION CONTROL NOTES / �� ;; 4wf\ — --.__ _ ____ } . ._..__ 'T__.. _.__ _ I. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER IN;TALLATION AND I i /1t 1 1 t ,� ;�-�- - ` ----- j..� '�� /� /� ( - '; COLLI NS MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, /� -% `� � � t 1 - - -' -- ---- -- - --y STATE, AND FEDERAL REGIJLATIONS. ! 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAIN TEN ANCE,REPLACEMENT, '`+�,` �/'� / (}G • `\\ AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL rL ALL CONSTRUCTION 15 COMPLETED AND APNRO!EO BY THE LOCAL JURISDICTION, AND VEGETATION/ 20 ._ K;H iI o 40 \ 80 LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE _ AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN _ THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE ,` ( IN TEww ) 1 BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINEE BY THE APPLICANT/CONTRACTOR FOR Th;E DURATION OF CONSTRUCTION. f ••�-.___� - ="=-=r w- • �\ 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCIED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE X ---- •..-, .: APPLICABLE WATER STANDARDS . 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE F r~ .:._--� _ -�� CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS --�/I ` -' '---'�-�- -.»INLET PROTECTION Li NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN 1/ r"� \ SEE DEIUOL 4-25 _,''� WATER DOES NOT LEAVE THE DOES NOT LEAVE THE SITE. , %j - �--- TYP, gppODO 777 108TH AVENUE NORTHEAST ' � "� _ ��' `�\ir ,. �O SUITE 400 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND r ` p MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING `F `"'-" -------- -� __-,_ :` I 1 O _ O BELLEVUE WASHINGTON • 98004-5118 7. AT NO TIME SHALL SEIUMENT BE ALLOWED TO ACCUMULATE MORE THEN 1/3 THE BARRIER HEIGHT. !'r-� f--'" SEDIMENT FENCE � 1 • 425 889 3333 F 425 828 9116 ALL CATCH BASINS AND CONVEYANCE LINES SHALT_ BE CLEANED PRIOR TO PAVING. THE SEE DETAIL 4-16 CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT—LADEN WATER INTO THE DOWNSTREAM SYSTEM. %OCOLLINSWOERMAN COM O 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 4 T � INLET PROTECTION 9. STORM GRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT ;' F',� ,-, ;.,��- SEE DETAIL 4-25 p SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. ! L�` ��-•-- •_. ..I�._�,♦ TYP. 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. O 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. ° 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1ST THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. SEE THE r - EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. I 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. L ,..-SEDIMENT FENCE SEE DETAIL 4-16 14. NOTIFY WES INSPECTION DEPARTMENT 24 HOURS PRIOR TO ANY WORK ON SITE. LINCOLN ONE SITE IMPROVEMENTS STORM DRAIN INLET PROTECTION ,4 - *P0..PPO��: TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO PERMANENT • STABILIZATION OF DISTURBED AREAS. CONDIJIONS P� ( PP WH R STDRAIN INLETS A OPERATIONAL BEFORE PERMANENT STABILIZATION - OF THE DISTURBED DRAINAGE AREA. — CATCH BASIN GRATE I • ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTIL'TY TYPE CONSTRUCTION IN v — I" REBAR FOR BAG REMOVAL ' _SEDIMENT FENCE T EXISTING RAVED AREAS WITH CATCH BASIN DRAINAC'�E. SEE DETAIL 4-16QUQ ' F CATCH BASIN- --- — EXPANSION RESTRAINT RUBBER BLOCKS- S M AIN INLET PROTECTION'. 2•X2' — 04 I T—�a - -- REQUIRED T PROTECTION SEE DETAIL. 4 SEE DETAIL 4-25 *BERMS MAY BE TO DIRECT DRAINAGE TO BLOW THROUGH THE FILTERS AND PREVENT BYPASSING OF THE INLETS. - y • AT NO TIME SHALL MORE THAN A SIX INCH DEPTH OF SEDIMENT BE ALLOWED TO STORM PIPE- - SEDIMENT FENCE ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT SEE DETAIL 4-16 ISSUED FOR • MUST BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO POLYPROPLENE MAINTAIN THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. FILTER SACK (WOVEN) L MARK — DATE DESCRIFTION _ — �'' r "� O , TEMPORARY SEDIMENT FENCES WOVEN POLYPROPLENE SACK 0 0 0 ��DUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY 060 -- — - PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF - VELOCITIES. - CATCH BASIN GRATE 0 0 - — - •DOWN SL P A DISTURBED AP • AREAS WHERE RUNOFF MAY OCCUR AS SHEET RUNOFF. -"',-__— - - --- -- ?, � - POLYPROPLENE _ CATCH BASIN-- --SEDIMENT FENCE BOOT SEE DETAIL 4-16 _ - ----- - • AT THE TOE OF SOIL STOCK PILES. A _ O�C�C�j -• • AT INTERVALS AS INDICATED ON SHEET ?? ALONG THE CONTOURS OF LARGE PROTECT EXISTING DISTURBED AREAS. OVERFLOWO TRENCH DRAIN _ - - e-•--o-----o---- • AT GRADE BREAKS EXCEEDING 20X. STORM PIPE---_,ESEE DETAIL 1/05.0 N •FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. POLYPROPLENE •SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. FILTER SACK (NON—WOVEN) DESIGN CRI TERIA/SPECIF[CAT[ONS: SEE DETAIL 4-16 •SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH CHARACTERISTICS NON—WOVEN POLYPROPLENE SACK DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO CHAIN-LINK FENCE — NEED NOT POSSESS THE SAME STRENGTH AS ONE ATTACHED TO A FENCE OF 6 1 6/21!02 PRICING & PERMIT BY 6 INCH REINFORCING WIRE. SELECTION IS THUS BASED ON STANDARD _.-____ ENGINEERING PRINCIPLES. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF SIX INLET PROTECTION PROJECT NUMBER 01114.04 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0'F TO 120'17. SEE DETAIL 4-25 TYP !SSUE DATE 1 14/02 • ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER NOTE: '— SEDIMENT RETENTION. 1. RECESSED CURB INLET CATCH BASINS MUST BE DRAWN BY • AT NO TIME SHALL MORE THAN A SIX INCH DEPTH OF SEDIMENT BE ALLOWED TO BLOCKED WHEN USING FILTER FABRIC INLET SACKS. ACCUML'I ATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR 517E OF FILTER FABRIC INLET SACKS TO BE REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND DETERMINED BY MANUFACTURER. "- - - REESTABLISHED AS NEEDED. _ •BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL INLET PROTECTION GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND Detail Drawing 4-25 TYPE 5 � e� - W v � - N IL OWNER ACCEPTS WORK. + FILTER FAGRIC MATERIAL 36" WIDE ROLLS - \ �� t3• ��q / USE STITCHED LOOPS ►. `° `' 3' minimum OVER 2"x 2 POSTS EXPIRES 12/31/0. M R1t� G R PAL m I Z !__� 4M 191— I low _ �� / CivU Engireering Arohltectre _ SECURE LOOSE EDGES m 11 —__ -- 6 MAXIMUM SPACING Z fix. Structural Lngi neering initerlar Design OF PREVENT RTRIPPPPIING.O m FRONT VIEW PROFILE ( j J Trenspa:anon Planning �efxi Use PlafXllflg NTSNTSI ^,' '�u ciH �' � 3e90 SW Barcro'+Sr / aj Baa 69039 Portlond.OR 01.01.0039 'el 501 274 v560 / 16:1 695 7819 lay 507?/8'185 GM PROJECT NUMBER 020034 ANGLE FILTER FABRIC 1 }'9 192 - FENCE TO ASSURE SOIL IS TRAPPED igt Y INSTALL POLYPROPLENE c + 1 x FILTER FABRIC UNDER 1. BURY BOTTOM OF FILTER FABRIC 6' - TRENCH DRAIN GRATE VERTICALLY BELOW FINISHED GRADE. FOR LENGTH OF GRAIN. o .., t \ ~ 2. 2x 2' FIR, PINE OR STEEL ` FENCE POSTS. - ExlsnNc TRENCH DRAIN 3 UPHILL POSTS O�oFSToLLL.D ON �« - u SHEE= T TITLE / NU MBE R • W11111INLET PROTECTIOI IjTE%OCKED 4. COMPACT BOTH SIDES OF FILTER ', RV 1"49 SEE DETAIL 4-25 M � 2 x 2 POSTS FABRIC TRENCH. i , TYP. ' :,.: .. • . , ,. , . AND ATTACH PAN N 15 VIEW CQIIO N.T.SACED D=AIA2 5, ACNELS CORDING TO�PSPACING EROSION C, N r R O L TABLE 4-7. .� PLAN or••nburg Rd 10110 SIT2002 00020 PLM2002 0071+ yg 14of 21 'Y 15+ 5(�.. t luf f , +U td S s�•w a al C��O y1SI+L•��!',j+-,T+ ��}� 5 7t 'i �'n� Y.} � �'�` +I�{t�g��'�-4A�4 t{Lr �.f� I 'e ! , ;:I♦ b At'1M,,}�"+dif T� �'S1f,. ra•7'I.a r � ,,. „yl� , r r .d,! , ".� r °'•try r .w. k 1 �rn + - + 4 I �. ,, v,:,t:.,.+n, ..�,7.f:.;. :.• I -._ •e:..:... ,......,.. , . .. , . • ' C1Tl IlliI'IlllIllllI lil!1ItlI; 'I1III!II I II IIIIIIIII1 111111111 Ilill{III1 IINII111 IIIIIIIIII III III I 1`flallll-lfl`I.N.`IIIIII IIIIIIIII III11111 I11111 11111 IIIIIfit Y� 1 1 I 11111111 II111111 II I ,.IM(.I.I.:II.II 1 r a"' kg t`'` ° f z a !Z 7 • i� i I I! i9 I4 le I I• l0 20 2I !� !3 !f !f 2e IIy 2e !!• 30 ♦11r y • mice ♦r -1�;<J- ��`i , rt r i,�1•+ � �� .',I f ` . 1"Kpt �' .;w - B rCsltb 4 �k #41I€� -„ "mill 0 01111114J i. +. ,: .. .., .. ,,. '. •..i '.1. { ,• ..i -:- , ,.:. ` ..r;.r '... •yam-t. ...n : .11 , + r 1 t �tt i.: I f 1' COLLI NS n7 m 20 t0 2U 4G #0 - - _ CURVE DATA TABLE CURVE RADIUS NORTHING POINT NGEASTING N 5179.26 ' is 674' 5636.67 2584.55 E 4830.35 2• 139' 5147.93 5066.93 _ 3 20' 51 73.9b 4849.64 4 45' 5098.22 4779.85 N 5159.41 3 E 4835.95 1 - 5 2.5' 5141.02 4832 99 N 5142.87 1 6 2.5' 5082.75 4906 74 ' - -'-.:-� • . 5 E 4834.68 7 _ 20' 5043.02 4889.35 777 108TH AVENUE NORTHEAST r _ � 4 8 2.5" 5052.38 4955.64_ SUITE 400 9 20' 5003 85 495606 N 5143.3 N 5139,17 E 4852.38 - BEL EVUE 25 889 33331 FG 4025 828 911198004-5118 1 18 �•_ E 4782.37 E 4831.31 N 512 .16 _ -- .-7.30 10 20' 4989.24 4956.21 2 11 20' 4961.05 4926 56 COLLINSWOERMAN.GOM N E 4858.52 5123.3 N 5131.06 E 4849.26 12 _ 3' 4866 56 4940 59 E 4814.63 13 1 3' 4851.68 494263 ? \` 14 10' 4778 56 4939.57 T?'i" T� 5118.25 0 15 10' 4762.14 4950.62 E 4855.39 'ti h N 5084.81 16 20' 4754.51 496062 14 E 4908.15 17 3' 4760 56 4908.54 18 3' 476056 490961 19 57.47' 4759.974855.14 t N 5080.68 6 i E 4905.3320 3' 4731.52 4901.60 E 49554.56 6.87 21 3' 4731.51 4900.9_3� LINCOLN ONE 8 22 5' 4740.55 5059.38 SITE IMPROVEMENTS ,n ,n 7 � 23 5' 4741.44 5143.38 N 5059.67 24 10' 4746.51 1 5150.15 E 4900.73 5039.88 N 5037.78 E 5014.62 THE URVES ROAD.1 ALL 2ARE THE ROAC CURB CENTERLINE NEOF ARE N 5043.23 E 4940.29 N 503106 PARALLEL TO THIS LINE VI �' 4909.65 E 5039.48 Y-(�i ✓lam•� I' N 5016.56 9 N 5024.75 E 5045.82 `j E 5016.64 i � • - N 5020.14 • Q N 5021.60 E 5014.69 _ \ 2 -- - -� \ N 5003.25 E 4965.27 E 4936.07 N 5011.47 I E 5046,05 N 4990.01 N 50017 E 507280 ^ ISSUED FOR • E 5006.89 _ MARK DATE DESCRIPTION N 4989.04 10 - -- E 4936.21 1 ` N 4978.81 E 4939.14 ii N 4971.48 .. 1 i E 4943.63 -- _.� N 4961.28 - --1 E 4946.56 � l i ' r- 1 6,21/02 PRICING &PERMIT �� ` • PROJECT NUMBER 0111404 N 4869.56 ,� ISSUE DATE t r 14 02 r E 4940.57 DRAWN BY 12 N 4866.55 ' E-5:137.59 {_._ "•-•� 115 N 4851.28 E 4939.65 401 `!°I 13 Q --- N 4848.6 ! E 4942.64 / I ( .1 EXPIRES: 12 31 02 6 R ,DA P --- - rT -' E- A K E N Z I Civil F,-tnserinq ArcNtecture Structure; Engineering Interior Design Transportation Planning Lend Use Planning N 4763.56 1 069C SW Barxfoll S1 / PC box 60039 oo--ird.OP 97201.0039 E 4909.61 N 4178.66 �..,. �n ei 503 224 0550 / 160 6Q5 7870 :ax SC3 22812E5 f E 4948.57 LlI?-�'T%'�_!.�'-' ��.:7?.,�=_� N 4763.56 14 N 47.71.77 ' I i GM PROJECT NUMBER 020034 r E 4908.54 t7 18 15 E 4945.91 N 4/$8.93 E 4943.28 I1 4760.6 N 4162.14 0 N 4760.52 E 4912.61 ET7*62 ♦ N 5746.03 E 4905.54 N 4754.5 160.13 • ( - E 4940.62 N 4740.61 N 4741.07 ? - i I E 5064.38 E 5138.39 a i N 4731.47 19 E 4897.93 I 16 1 � 4 -N 4729,95 - _-=-- -=--- 3- -- 2 N 4736.44 N 4736.51 ' E 4904.16 --� 21 0 E49S.97 N5755. 3 E5143.43 E5150.25 SHEET TITLE / NUMBER • E 5059.43 \ N 4728.51 E 4725.52 7 6 . • % _.__-,-- _-__ -- E 4900.97 1=171 DATA Gr•enburg Rd 1011(, SIT2002.0ft20 PLM2002 00121 15 of 21 X6.0 y') "'1,Ii 71791 f ` h ,. , ... , .. ._...._.....,....v..-,-:.,•►,^�^'1r-+.-^+^,e--•+^w+�1.�r.. .'.+nl�IFi. ;;__ ,..,.,,..,.n.n+..�.... .�1�,Acx.<... ,.» � P �i _.. �'ir'+._..._r"•�wrr'�„�...aN,�._._.....•},.-._--. __ ""' w�c... - - rri t 1. ';.,ih ;H= .. ,,: "• !lilt 11111111110IIII II i 1 1 I I 1 1 I' . L.lO�r$1 Cm I I I I i ti� 1a�1111I11u1 inl int�lnil11.111,1 1 I futln t11111�11111u11 nll�nnllnilt 1�nllll -1111(, Iu_1�111 llu11111 iuyullJ-llulllu_Inullnl�flnli,u 1 ti11111 lupltlLull�uu t t N n1I�I 1 ntynu r111�111I - s v S f 1 Y (� I i t! t� i4 iv t7 I >[f, >L >� i > 'b w' r`r, azo w 2 i. 1 - ,M't+Nf►M+MnwsMh"MnFn.. •Y�+ern..-rm-5•.••e..•,�n,Cw.�•MM•.-.wi..rvwM,+1wµ+++.:A. r.tA.•4ru'MiA!iM�M"n �{„'N. .,,rKhl 'm^'.�y"hw'i!1►Mf•1!•d .t<nrv,^t•M.T".'�MC:g��!y��"S M. .. .. .+.'1eF„, r . ' . .--_.: .Y.I.• .. :. y F .1: 06 CONCRETE TAPER CURB COLLI NS SIDE WAL K �- m --yii fir ---- TEXTURED WARNING CURB RAMP -- W SURFACE 3 1:12 IMAX SLOPE SEC TION A-A SMOOTH TROWEL if L f FINISH TACTILE WARNING 1 TOOLED EDGE 6- SURFACE. SEE 1/4 RADIUS hF --1- RADIUS LANDSCAPE DETAIL 4/C6 0 6' VARIES 6' — "-.w---- SLOPE t 12 SLOPE 1 12 CURB FACE t - -PAVING SECTION - _✓ -i NOTE: _ ' z )6-0 777 108TH AVENUE NORTHEAST z AS NOTED ON PLANS CONCRETE= SHALL BE 3000 A 1.12 MAX-�_ A 3 a ~� SUITE 400 PSI AT 2s ' - --- DAYS 6 SACK — - - - - - 1- MIN. BROOM FINISH MIX_2% CROSS ,�-' • SLUMP: 1 1/2- TO 3- - _ - ` )(• BELLEVUE WASHINGTON 98004-5118 -TOOLED EDGE EACH SIDE - ti' - - _ I n �1, T • 425 889 3333 F 425 828 9116 - —� - -ROCK BASE COURSE NOTES '•i v��'V" COLL.INSWOERMAN COMSEE PAVING SECTION 1. RAMP TEXTURING IS TO BE DONE W1TH NOMINnIAN XPAN M TA AT P A DIMENSIONS EXPANDED METAL GRATE PLACED n / �-COMPACTED BASE CAST IN PLACE- 9- _ AND REMOVED FROM WET CONCRETE TO v V CONCRETE CURB LANDSCAPE 4• CONCRETE WITH CONTROL JOINTS AT LEAVE A DIAMOND THE D!N AS SHOWN .r 6" CURB THE LONG Ax15 OF THE 0!AMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB 5'-0. 0 AND EXPANSION JOINTS AT VARIES TAPER CURB GROOVES SHALL BE yb- DEEP AND ;A- WIDE CONCRETE TEXTURING 2Q'-0' O.C. OR AS SHOWN ON PLANS �----_�. SEE PLANS PLAN CONCRETE SIDEWALK 2 CONCRETE VERTICAL CURB 3 CURB RAMP__ a� WINGED CURB RAMP C7A N.T.S. ...-• C7.A N.T.S. �.. _..� C7.0 N.T.S. ---- C7.0 N T S NATIVE BACKFILL LINCOLN ONE •� 6- COMPSPECIFICATIONS ECIFICATIIOION EMOR SITE IMPROVEMENTS PROPOSED PAVEMENT AREA DI - REMOVE EXISTING AC SEE TYPICAL PAVING SECTION -REMOVE 6. OF EXISTING AC LANDSCAPE AREA PA4SC AREA V1 I SAWCUT EXISTING AC PAVING I ASSAWCUT SHOWNEXISTING IS I GAC PAVING / AS SHOWN ON PLANS 28-=2" CAST IRON (16) J�"4 HOLES EVENLY OR WELDED GRATE SPACED AT BASE COURSE: EXISTING AC PAVING TO REMAIN EXISTING AC PAVING TO REMAIN HINGED TRAP (1 MIN ABOVE INVERT ELEV I OF OUTLET PIPE ) i_f_—_I — f ' CAULK PIPE INTO HUB PAVING -- f o o q o O " • it` 1--0 GRANULAR BACKFIL. - a -• (SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS) • ISSUED FOR • ,�— � - '� I �!Y• �- • - � 10 GA. STEEL ALL WELDED � CONSTRUCTION. ASPHALT j 'MARK -C;.TE DESCRIP-ION F..XISTING CURB-' 1-1 I I -- =t I-1 t!-1 ! f- o EMULSION COATED INSIDE TO BE REMOVED AND OUT (24- SQUARE OR > W 1--0" GRANULAR BACKFILL INSTALL NEW— I ROUND ) -- - --- — ---- SAWCUT - . ' (SEE SPECIFICATIONS FOR CURB AT INVERT r. //'�� COMPACTION REOUIREMENTS) ELE VA T I ON a a J { ----- --- -- - - SLOPE AND I.E. VARIES NOTE. a a SEE PLANS 1) MIN. 2'-0- COVER ON ALL PIPE IN DRIVE AREAS- , F SEE UTILITY PLAN FOR PIPE 2) LYNCH TYPE CATCH BASIN OR EQUAL I �1 SIZE AND TYPE (MAIN PIPE) s SAWCUT - REMOVE EXOnNG CURB a SAWCUT - INSTALL NEW CURB ice\ CATCH BASIN e UTILITY TRENCH BEDDING AND BACKFILL - ---- C7�J N.T.S. _- C7A N.T.S. C7.0 N.T.S. STYLE C7.0 N.T.S. DISABLED SIGNAGE PER STATE REQUIREMENT o SEE DETAIL 11/C7.0 6�-FEL BLOCKS ` REPLACE EXISTING En. ' SEE � � 1 , GRATE WITH CAST IRON. < I IIL --- - -- ------------_ — 12 PEDESTRIAN GRATE. >,- eKvl -- SEE STOP jL mil 0 6� NEW LANDSCAPE- =N SEE DETAIL ��YY �lwl -- �• 1 6 21 02_ PRICING & PERM_IT_ AREA CA-L9/C7.0 �� REBAR• t8- LONG r INSTALL RISER TO RAISE P4 RIM FROM EXISTING TO 2) PER WHEEL BLOCK �O ' PROJECT VU".1EER 011140-1 PROPOSED ELE� '.TION PROVIDE TACTILE ` ISSUE DATE t 14 32 i --, WARNING PER A.D.A. 9� PRECAST CURB STOP CONCRETE TO BE SEE DETAIL 4/C7.0 - - AS NOTED ON PLANS _ 7r MATCH - I FLUSH WITH AC TAPER C70 N.T.S. DRAY N El -BROOM FINISH T EXISTING CURB 1� MIN. 4- STRIP S •s2x_CROSS / � I 6• 7- SLOP --TOOLED EDGE EACH SIDE EXISTING AC TO DISABLED SYMBOL. � j BE REMOVED - EXISTING CURB PAINTED PER AT 2'-0 OC TYP N TO BE REMOVED OREGON LAW i i �' PR 0 z SEE DETAIL 10/C7.0 30• TYP. 7" 3 5- � �p\� 1 a EXISTING / �g•5 1 N e COMPACTED BASE > CAT04 NOTES BASIN 1 ALL DISABLED STRIPING o ',� 3" WIDE PAINT 4- CONCRETE WITH JOINTS AND SIGNAGE TO COMPLY AS SHOWN ON PLANS I - STRIPE TYPICAL WITH �RpINANCE 186 L� - -.INVERT � CRS 447.233. 2 DISABLED SIGN TO BE o, �r IN ELEVATIONS MOUNTED TO SIDE FOR 0 G. SLOPE AND I.E. VARIES NOTE: PAINT STRIPE VAN ACCESS LOCATIONS -� 7 EXPIRES �� 1AND MAY BE CENTERED r t- -_ '.) MIN. 2'-0- COVER ON ALL PIPE IN DRIVE AREAS. -f 9'-0-(TYPICAL) SEE PLANS _ FOR STANDARD DISABLED SPACES. _ 4- 10" 9 CONCRETE PAD -- BENCH AREAS 7 CONVERT CATCH BASIN TO AREA DRAIN a HANDICAP PARKING STRIPING 10 HANDICAP PARKING SYMBOL G R C7A N.T.S. C7.O N.T.S. G7A N.T.S. ---- C7.O N T.S. — Civ1 Enpimurinq a'chi;ec'�'e St_6CtJr81 EnQk+sar:nQ m^er'or :;es g- 1"-0� Transportation PlannYlp Land Use 124minq 3/8" -- c��'S M Bcrcro't St / pO so 69C30 Pcr•IOPd.OF 3�. 360 M5 71'0 Fcr GM PROJECT NUMBER 020034 063' ALUMINUM SIGN PLATE -- --- — - IBLUE BACKGROUND 1- HIGH �c 1M4IT1E LETTERS AND BORDER. BAKED ENAMEL VOLATM.,ur T° .o.s'=- a s•It y w0 rK w R1 bm uR• ad N,f•5 • �I VAN ACCL 3�19.E SR74 i (IMIERE SM01M4 0h1 i'LANS) l` z f • SHEEP TITLE / NUMBER 2' DIA. SCH. 40 GALVANIZED ---- ;p N PPE PAINTED GLEDDEN 1 SOYY47 f S DETAIL CIPIMTE MOUNTING FOQTTi S 1 SHEET YCWV THAT SIGNAGE d PROVIVED C10�I m - Greenburg lid 10170 STN � _STATE .YID n SIT2002L00020 151.01112002 007r LOCAL ANDMAP CUuES16 of d i-10° DIA�1 � + i Y• Oa i�T tt�.pp �j i ' p'. tt :.. - . ...'. ' ';: � v;; w;,� '+' "' `1;.+}.'tip t' :. ;..'C•i l .!.`•, • ^ 1x1111 . ... C,�' !.. \.1.Y. (, h. .l. v l rl . ..t .5.. ..,r -. :,....:, 1.:. wyw • M' C7 .0 1111 1111 Illi II11 Illi illi 1 I iii!ilii 111 iii 1 1 it I l I 1 e�yF'I"I ;>• ra. k h 1 - ra,yt� .pyx -+ " Z }' t 1 •;„ y. �� �'m II II j i I l I I I I I N I 1 Int i (!i iin�ii i nu�lni in�lm tuilu i mpi llmglu)irnliuFiullii. n lint ni�irn inll�iu I i 2 3 • >! a e 0 i0 1 t 1� 1� il4M�� SIO + - +Y 1 "'i r '.�ir �' i�t�t �4 t ,Y t x -:'"lrt �� r 1 il.•l ... -,i+. I E 1 r n. a A _AWNNM!MMM:'aM".`�>�F•vue9'�.1� MIMA"M}MF`,,. .. «ew �}pe'7.i'�M_. .. ,.. •. .. . ._ ... _ i ia�_.�.1::.-a_. .. .._..:... ..r w,4.. .... '.__- _..�.�.,.._:.:_._......•-ter.-w.. >r sk+ rr 1!.:,'. ' y .,.11,1. 7, 1 -S Y; �v 1 CONTRACTOR TO SUPPLY AND INSTALL PING ED ALL SIGNS PER FIELD MARKED LOCATIONS 4� XBUMP COLLI NS m -- D _ P.C.C. PAVING 6" PCC ON 6' RAIN. CRUSHEO < •[ 45D ROCK BASE 2' 1.5' 8'0­6 � 1.5, 2- Z APPLY SEALANT A.0 PAVING '� � CONCRETE CROSSWALK --� I o - __ --- -- MATCH EXISTING . .,r 7 777 108TH AVENUE NORTHEAST AC-CONCRETE SUITE 400 6" 4000 PSI TRANSITION AC PAVING- LANDSCAPE STRIP � � LANDSCAPE STRIP ' 18•' MIN ,- BELLEVUE WASHINGTON • 9©004-5118 --- E` MIt`+ SOCK BASE COURSE CONCRETE SEE DETAIL T • 425 889 3333 F • 425 828 9116 -- i 1 --�" --- COLLINS%NOERMAN.COM C C 2 A.C.-CONCRETE TRANSMON FLUSH CONCRETE CROSSWALK C8.0 N.T.S. A rlf �cll0 N T.S 1" STRIPE *N — XING 48"X48" BLACK ON YELLOW STRIPE _ LINCOLN ONE BUMP `4S!TE IMPROVEMENTS Jo•PED SPEED TABLE - MIN FOR 1 a;GN CD - - STOP NOT TO SCALE � I RIGl�'iT� 1 1 23 m a 1ci° •r ao ao`° `° +°N `°ao '°tO '°`O ao ao x �� ^' h AC R1-1 TYPE R1 R4-7 TYPE W1 ISSUED FOR • NN NN NN NN NN •v M N PAVEMENTMARKSTING I 4'l Cf 'Q MARK DATE DESCRIPTION _SIGN DETAIL GRIND I' DPO -- — ■ PARABOLIC - --- X 42' TAPER 6 — CROWN (S 13IGN r2) FOR EXTRA _ (SIGN y1 SIMILAR, W/0 24"X24' DEPTH AT EDGE -o OVIS Y SIGN) SECTION VIEW "B- B" 4 SIGNS _ - - PARABOLIC CROWN 1 1/2" - 1'-0- —_-- GENERAL NOTES 1. APPLY BITUMAL TACK, COAT OVER AIR-BLOWN CLEANED AND SWEPT CONCRETE. 2. HUMPS SHOULD BE INSTALLED ACROSS ENTIRE ROADWAY TO THE FACE OF CURB. --- 3. FINISH EDGES BY APPLYING BITUMAL TACK COAT AND SAND SWEEPING. 4. CONCRETE SURFACES OUTSIDE APPROVED WORK AREAS TO BE KEPT CLEAN AND FREE OF BITUMINAL AND ASPHALT. 1 6,21102 PRICING &PERMIT SAW-CUT THROUGH NEW SURFACE TO EXISTING CONCRETE JOINTS - FILL WITH SEALANT PROJECT NUMBER 0111404 6. SPEED 'TABLE SHALL BE CONSTRICTED OF 4000psi CONCRETE, HIGH-EARLY STRENGTH. ISSUE DATE 114 02 DRAWN BY v U v 4, 1050 ,� 5 C� 3 3 ,U N 20'-0"10 to 9`�t►. ,3.`��o`� 6, 8, 6' G.10 PR PARABOLIC FLAT PARABOLIC EXPIRES: 12/31/02 SEE SECTION VIEW "B-B" 1. 10 NEW CURB '� G RP-ILP MATCH — CURB _ do GUTTER _ EXISTING AC 3` MATCH C K E N Z l E - - EXISTING AC _3._.. . ---- Civi Enginserinc <rChrteCtr•e ♦ - _ e e - e Engineeringr+np r^ Des r CONCRETE SPEED TABLE Transpor!efionPPlerninp _erd U9e Paring S W Borcro't St / P�Bao 60('3r q !c3^C Ui Q720.0030 SECTION VIEW "C— C20" AC CONCRETE e 4 9560 / Sao 695 7879 toN 50322t'285 MIN10, TRANSITITPN�! GM PROJECT NUMBER 020034 NOT TO SCALE TAPER fAINo SEE DETAIL 2/C8.0 _GENERAL NOTES: 1. SLOPE N" CONCRETE WALK FROM EXISTING SIDEWALK TO TOP OF TABLE OVER ENTIRE 6 LENGTH. DO NOT EXCEED 1:12 SLOPE. 2. SPEED TABLE SHALL BE CONSTRUCTED OF 4000 PSI CONCRETE, HIGH-EARLY STRENGTH. • SHEET TITLE / NUMBER • 3. THIS AREA SHALL BE 4000psi CONCRETE. 4. )4' SAW-CUT THROUGH NEW SURFACE TO EXISTING CONCRETE JOINTS - FILL WITH SEALANT CROSSWALK & a SIGNAGE DETAILS ,IT2002-00020.PLMNOM0321 Gfoonburg Rd,10130 17 of 21 ' RAISED CROWWALK - %3EEr) TABLE �8. N.T.S. 8.0 .._.._"----...--.__..,_..-.__....._.....__...,,... .,,,._,-.r►...wn++r•....-nr+T--..,..+w�w+++n+n-�,._..-- ....-- .._ ..._-._ ..�....--ne.w.-.--. _...-..rwga..q�. _ -....�.......-..n......>.+...�...»..«n.wn+....--..._wwrn.�.......+...". omS1♦11+1 a1 !1I'111;1111 1111m 11-1111 1111 II'IIII�II_ ` + fill l 1111� � 1 1 � ... ,•.._..a.17,11, ... .. 1 111111 Z 304 : :, 2' ,kc i id's+ Til X r. MipMM1MReaM'1'AMw"!a.•:nflR.. ,. '1TMN�... MMSA"/blSU`'R}+• t ♦aj ,r t ° n177.1.1717177 PLANT LEGEND _ I ---} TREES - - - COLLI NS -- _ I EXISTING TREES TO REMAIN / s m ❑ o l RELOCATED EXISTING TREE -rJ ' ( • Trees will be planted during Phase II construction /r r-.---�— ACER CIRCINATUM --- - ` 7' HT. l Vine Meple, B&B. Well Branched Z-Z > ACE R RUBRUM _ I 4" Cal. Red Maple, B&B, Full Crown z CER_CIS CANADENSIS _ i n` 1"Cal Eastern Red Bud, B&B, Well Branched a _ PLANTANUS ACERFOLIA 777 108TH AVENUE NOP•THEAST 0 STORM MH � • a a • • 3" Cal. London Plane Tragi; B&B; Full Crown SUITE 400 BELLEVUF WASHINGTON • 98004-5118 w + + C ` PRUNUS YEDOEN:,IS Yoshino' _ T • 425 8'39 3333 F • 425 828 0116 O 1"Cal. Yoshino Cherry B&B; Well Branched COLLINSWO':'RMAN.COM !. ..... ,.Y ♦ + + + til. '• +++" • � ♦ ♦ f ♦ --_ _ ___._--_ .. . ♦ + O p °°° • ° +"♦' __ y--- SHRUBS/GROUNDW-iE R ' '+ • ° + + + + + ` +`.`.' , - - CALAMAGROSTIS ARUNDINACEA'Karl Foerster' + lI b' 2 Gal. Foxtail Grass. Cont , Full Plant, Space As Shown •• +♦+'+♦. I FATSIA JAPONICA . • +♦+ + s ' 5 Gal. I Japanese Aralia Cont Full Plant, Space As Shown • • • • S MISCANTHUS SINENSIS VA. PURPURESCENS + • 2 Gal, Flame Grass Cont., Full Plant, Space As Shown o ♦ + • _ + • _ SARCOCOCCA RUSCIFOLIA �� ° o V • `•I "♦' '♦ • , � ® 5 Gal, Fragrant Sarcocc�cca, Cont„ Full Plant :e Spa� As Shown LINCOLN ONE SITE IMPROVEMENTS ♦♦*♦++ • _, O VIBURNUM TINUS 'Spnng Bouquet' _ C ° y,• ` ' • p 5 Gal. Laurustlnus, Cont. Full Plant Space As Shown O v •t4 Y. . �. ° v ++v+�" " O LEUCOTHOE FONTANESIANA'Rainbow' o ++ v• lw•� 2 Gal. Drooping Leucothoe Cont.. Full Plant, Space As Shown o +*+��� ; • ' ® 1 MH PENNISET UM ALOPECUROIDES'Hameln' MF °G♦ + v MH MH 2 Gal. Hameln Fountain Grass, Cont., Full Plant, Space As Shown Q V PNASE II SEE $IhET L1.2 PIERIS JAPONICA'Karenoma' +" " .• .� ° SE IPKk II - W L1.3 • 2 Gal. Lily-of-the-Valley Shrub, Cont.. Full Plant, Space As Shown it RHAPHIOLEPIS INDICA'Clara' 2 Gal Clara India HawthornE, Cont.. Full Plant, Space As Shown ++ + +♦ ♦ , ' PNIISE I - $� SHEAT li.l I RHODODENDRON YAKUSHIMANUM 'Yaku Princess' • ISSUED FOR • ' - ` ' L 2 Gal. Yaku Princess Rhododendron, Cont Full Plant. Space As Shown .. . .. •.,.. MARK DATE DESCRIPTION / I BERBERIS THUNBERGII 'Cnmson Pygmy' 2 Gal.�- + ��� '• � i ��..' - Crimson Pygmy Barberry, Cant Full Plants Space as Shown ' .+ -; CORNUS SERICEA'KELSEYII' — �- �.�•'',,,� ' :'I 2 Gal. Red Osiei Dogwood. Cont , Full Plant. Space As Shown NANDINA DOMESTICA'Nana' - ,�Pjam/ • { e 2 Gal. Dwarf Heavenly Bamboo, Cont Full Plant. Space 24"0 C _ • . _ SPIRAEA BUMALDA'Umemound' ;;: •• • 2 Gal. Limemound Spiraea. Cont. Full Plant. Space As Shown �� / • Is PIRAEA NIPPONICA'Sriowmound' _ 2 Gal. Snowmound Spiraea, Cont Full Plant, Space As Shown VIBURNUM DAVIDII • ; ,; . • • • . .+ + • • • • . 2 Gal I David Vibernum. Cont . Full Plant, Space As Shown I EXISTING PLANT MATERIAL TO REMAIN 2 Gal. — . . AEGOPODIUM F'ODAGRARIA'Venegatum' . . ♦ + + ♦ 2 Gal. Vengated Goutweed, Cont Full Plant, Space 30 O.C. PROJECT NUMBER 0111404 , AJUGA REPTANS'Green Giant' ISSUE DATE 06/21/02 / 2 Gal. Carpet Bugle. Cont.. Full Plant; Space 36"0 C. DRAWN BY BJW COTONEASTER DAMMERI I ____ ____- 1 Gal. ICcloneaster. Cont Full Plant. Space 36"O C. I + — ••••• ---- . 00, • HEUCHERA'Purple Palace' ll + ♦ � UA-2 Gal. Purple Heuchera, Cont., Full Plant, Space 30"O.C. ' + PACHYSANDPA TERMINALIS'Vanegata' ® .•. ' ---" 1 Gal. Japanese Spurge. Cont : Full Plant, Space 24"O C. ` ` ` L I VINCA MINOR Y �• I 2 Gal. Dwarf Periwinkle, Cont.; Full plant Space 30" CYC EXCEPTION 16 e LAWN ( G\ STER� V O 210 • • NOTES: ►— I— O y JAMES W FKAAMI V 1. CONTRACTOR SHALL PROVIDE A FULLY AUTOMATIC UNDERGROUND ZQ OREGON �4/ lo IRRIGATION SYSTEM AS PER SPECIFICATIONS. (� -T `<` 2. CONTRACTOR SHALL PROVIDE TOPSOIL, SOIL AMENDMENTS. AND �pE ,ARG • I MULCH AS PEP, SPECIFICATIONS • • • . • __- GREED ' • • • • • ( 3. ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH PLANTING --- • • ' • DETAILS AS SHOWN AND SHEET 1-2.1,AND SPECIFICATIONS - Landscape Arch texture Environmental t'leSgn ♦ NW 2nd •venue. Suite Portland, Oregon 97209 503 ;22 55'2 H • I S EET TITLE / NUMBER • Greenburg Rd,10130 SIT 2002 00020,PLM2002-00721 leaf 21 CONCEPTUAL LANDSCAPE PLAN - PHASE I PHASE 1•-20' - rk' LANDSCAPE PLAN 1 . 1 .._-.,,.... _....M+...,-�..,•._,.: _..-r..,...,.. .......... .,,.,.�„�.:,.Rte..,,,.,•�.z,_. ._._ .,W...... - -. ' Cl 101i1 an ni�uuitiuZ1nnini3i nu�nn�!uliiiii1!iiyitii1"iliijiiii�'t i"ui"lni�"Ii"i"i1"ii"ii♦il;iijiii I lo fin,t I 1 n iunt�:nnputtleanninulnu I 'I�j 111•�ntryi n�I u nl�n!innleonII2I110!IIIIII2!I 1IIIIIII2II 21111�1!2!I 3!lillll�4III!�II:II�6Ib lino uljtu:l�7nl in I II tui!ilil� !jii3ii �a 2" fA ,: '.• z., yuu .4ua3'k'rJ%FLAxld''YlQ>^k ,� v _Will. t . err M k