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EX EXPANgION WF WILE rLAN6E -- 1 ' EX!5T EXIST N6 OA OVERALL A& WIRED&LA% I � I TO DOOR 5DF OF NMB WN � q • r--...-..• ::. c�Bs oe5cul¢E Fi Trr�x,Tlrll �.� - -_ ` . s I7t?,>1s EY1 EME1AErENC,Y EYE YVASH GHG ON CENTER WATER HrATER _J Iq q p� �u Sp L'XP EXPOSED AM WIRE MESH ,5f SNV Thorn Sl EXT EXTM- cm or O1Jf9iDE DIAMET kVISTN ISION MP WATERPROOF i WAT1=RPROOFIN6 OF OUTSIDE PAGE WT WORKING POINT 5• } � , t + oler OFFICE WR WASTE REGEPTAGLE OR DOUBLE SINGLE r rA rIRE ALARM al OVIRHEAD MATER RESISTANT reenburq o OFtiN OPP051 HAND LAND f 6N Ncrth Dakota 6t r FB FLAT BAR A`r I"V'I�T EXISTIWS C.Olti > ' OPN6 oP1:NIN6 14(1' IrNIJ_ TILE / I I �'� � ton r8D rigumOARD Olq° OPhi05tTF _ FIXnW''55 FU011.)%5,4 M11111 IB(F I # 'a h; ,. ' ) Ai• �e SHEET TITLE / NUMBER • 1'fl0 P11RN19FF17 BY oTHERs Nff MELDED RKE FAEIRI(: _- __= TO t.E1'iOl 15I£D oF( s c" t 0" OIL.-MAY CANT 5F.A1liR I I 15w Tigard 6t C,,�SPIN Ava "T H ii FCIIG FtllM9FED 8Y GONTRAGTOR OW ON[-WAY MIRROR t*,LA55 INSTALLED BY CONTRAGTCJR TRANS W OP TY FACTORY Qtliwi3aw.l j2jAMb'jIas GY'6.! WN EB STEEL JOISTS 7�hwlt FOIth� � I I / �\ .'1'�• w,N . FLOOR MAIN OR rW.DAWM -A E=TRK,A.PARI SOAM, I I nP A nwism !°9D PARTY.LEBOAIVO YD YARD K.GfS"�OME5OR ^' FERE MW 51 GAIBINET PCP PAPER GULP 01F�Td5ER `� M GENERAL NOTES _j PORTLAND GENT PLASTY VICINITY MAPABBREVIATIONS [] TI N S PAGE-TO-FACE PORP PERPENDICULAR, 51AEAOE Mt71i1rFv �Q�E�/ I A L PItE>C1R0LI�lS „ FIRE HC�E CABINET FF" PIlt�ABRIGATED AF1JE�1 N FIN15M1 PFS MIEFNSHM NARDIP!/�ARD . .:: �OR LINE DouBLE a Dt�IJBI E Acral no d9 Srllr� PROJECT DIRECTORY " FI-AM PLAl3TIr, LAMINATE PLA9 PLASTER PML PANEL PMT PAINT T1 . 1 .w.,;+,•41+trwiryWa•vi14.MWN'ti4b+'°piY1Rr.' vbH[r?Piixl#'! ..1; +•rr.,�.:-, fd, ys4 q,r•H 3.�n,v..aumaxgyrr �.... -. .,r•..-.r•.vi.q� � g s CmT il _• � •. I I0 11 ; I1 2 '3_ r .. ! I I .I_.,I.n..l,l.11lnnl III II..I_u. Illi!n in11, :1I 1r I1 lI I,lu I TILL IIn1 11u Ini f Iu,. Iln I 7 M II 1 14 10 I HIEN IO N 20 ffI 22 k3 t?I4 26 28 27 28 20 30 , ,. ... a nil • „ .,• ,':,.:... .. .1 if x n p..!Volfff' CODE INFORMATION COLLI NS 5 L*HT IN&REGOREWNT5(TABLE 15-1,ORE601t 5TATE NERFvY CODE) A SENHiIu m a unit 1,,pt,ng wNer ciiorIonce. I (,ODE EDITION AV, i*M,JJR1501CTION QRR ¢QM 2 CON5TRjGTI0N NEW - ADDITION X ALTERATION5 -- RESTORATION - 6L 1'00VVI 3 BA5iG O%ND 5PEED LV MFH•EXPOSURE 5 4 ZONE � PEDESTRIAN WALKYriAY 1.0 5 940A SNOW LOAD L"1;af b LIVE LOADS: L FIRE PROTECTION 5Y5TEM(TABLE 4-A) a. FLOOR/OFfiCE: b CMIDORS/ STAIRS: 50RINY.L.ERED- N Wi PINI _E X G ROOF: 1 5TANDPIPF CLA56 - 5 HO5E REQUIREN,ENT - Z M HAZARL>Ou5 MATERIAL5 IDENTIFIED B BUILDIN6 GLA551FIGATION(5) I SQUARE FOOTAGE 'NONE TO BE 5TORED X - B OCCUPANCY 15x1 - 5F 2 L151 TO BE PROVIDED- - OCCUPANCY -5F N 1�YCLE AREA. - OGG�ANGY -5F777 108TH AVENUE NORTHEAST RCaJ1RED YE5_- N -_0 - OCCUPANCY -5F PROVI�. YE5 - �� SUITE 400 BELLEVUE WASHINGTON • 98004 5118 MIXED OCGUPAI 5EPARATION5(502 I 'ABLE 3-5, T • 425 889 3333 F • 425 826 9116 I 0 PARK;N6 6ARA6E VENTILATION: NA (517E IMPROVEMENT) w.iGUR FROM __- Or•C„PAhCY TO -O(�C,)PA CY COLLINSWOERMAN-COM - -- - VENTI MGGMANIGAL VENTILATION (311 A ) NO - G -YPE OF CON5T%4TION(GHAP'TLR 6, 2 NAT,AW-VENTILATION(31 I�2 Z) UNIFORM U15TIMTION ON 2 OR MORE 51D'c5 PERIMETER AALL AREA = 5F ryli OF CONSTRUCTION NQN-r., TIBLE REA 20%TALL AOPENIN6 = -� SF 2 AUTOMATIC SPRINKLER 5Y5TEM PROV DED `SES_X NO ACTUAL HALL AREA OPENro = __-- 5F_ •-PERCENT TYPE OF GONSTRULTION___-_-- A)TOMATIC 5rRINKLFR SYSTEM Mi. -_Y5 - NO FIERIMETER WALL. LENbTH = LF 40%PERI►+ET'ER WALL OPENIN6 L.FN6N • Ip &7 A GON9 dill - A(TUAL PERIK.TER HALL OPENING LENGTH • LF _ PERGEW' 2 AJTOMATIG SPRINKLER SYSTEM PROVIDED YES ►10 D _OCA' ON ON PROPERTY MO) _ "//' '�''�� • ' - NE F SEPARATE PERMITS ►�A (51 IMPRo ► NT) D15T..NGF 0�11N� �NIN" FIRS REXIOR A � -+- �__ -�� • '•+'_ MITTEO 1101111107w= OF EXTERIOR AA PROPER l:Jan na ._ � F ►�oREA6'M -_ F�1 rE✓_- No ---'2s.x.►+o _ __.._ LINCOLN ONE 1 I 0 TK OUJYV46 SEPARAII PMMIT5 1111MOM FOR TH15 P1sO,FCT H ym-NO - -1-� - f AJ�RM yY5TfM5 EET Yf5T FEE- _ .�.NO Yes�no SITE IMP RAOEE1h,1ENTS E Al:OM1A9LE r_OOR AREA NA (SI TF IMPROVEMENT) Ole, � ��"�11 j'1�TI11TI''117 � I I BA516 ALLOYrtilli ARCA(TABLE "i 1:1016- : _ _ l +- - r 2 EON NASOS ) 51,16 �1 11 I UMBR OF S�D5 _Y _'. '_11 INCREASE 5 4U1I.TI-5TORY W4.2)X Z fAUTOMATI0 VRIAKLdt S'r"9TEM W53)X - __Sft SPECIAL INSPECTIONS REQUIRED 5 ALIMI„<D AREA"2) O � I a.tll, �� J j Ii�� '� ' r j ) III • im / b TOTAL ALLOAAI ARBA -----SP F BUILD!N6 HE*4T APC N,%,eCR Or F;OR E' TABLE S-D,Wb / ZONING! NA „41,, (A GOW.RL71 c ❑ 2 WLT5 IN5r&av IN GONGICETT I. MAXIMUM BUILDING HL 6"' FST. - STORIES ^ 3 5AL MOWNT- SISTIN6 CONCRETE r•RAMC Z. ACTUAL BUILDIN6 HE16MT �L____.�T.-----'gToRIEs • I .� S U E D FOR PEGW. • 4 REINrORGIVo STECL I fRE5+RE55,IN6 51m T►r0IN5 - 5 STRUCTURAL PELDINI5 MARK DATE. _ DESCRIPTION-------. 6 1111SK-571PEN6TH BOLTiN6 / �__ ; - ❑ 1 5TR♦JGTU1kAL MU1' RY 8 GO+NR 6 OGGUPMR LOAD(FOR EXITING RAtP051"!1)I • / '�. , �'� _ ❑ REINFnRGED 6YP'r.�UM :. C.'L a IW-"TIN6 CONCRETE FILL - � � �„ �)4i � % = � Q IO 5PRAY-APPLICD r1R�-RL515T1VE MA!ERIALS " II f;LIN6,Dili RTR5 1 CA1550149 3 51 ECC A CTE �°� ^CT�Y I��IDKtIQ�� O�6d11•bILLOAI?t � I� SPGGIAI,6RADINFi,[1cGAVATION 1 rILLIN6 14 5MOKL-0ONTROL SYSTEM I Im 100 �I • %11"' i[R or A a"/EXIT5 PRJV OE5 2 ZONING INFORMATION C, -- ._ - �a»., SIA RMv • - NC,++[5 PER°5f_R50N • O'HCR[bRE.h :.OMr'0NC l' -''rGWCS PER PERSON . ..,e,;1 1 arlwwtlon CITY OF TI6ARD • (I _- H, TABLE 6A TYPE OF GONbTRI;GTION(TABLES SA 1 6A INITIAL FIRE-R�JISTIVE REd11REMEPITS) L.'-... I ] Present site use :ane MUE - I IF Permuted Uee Mip � �FI- - -- - Gondltlon0l uN - 841LpJti>�_ELEMt'+[iT �IIREt�NT eLcT4N. z, -- c- _ ,•\ _. _ _ I _ .�. ��{..�..�-�\v�,�,� I ---_- .-___ - -__ �'} I I i I I I I I I I I I / --.-- I eEARIN6 ALLS-Ex-tRlcR S oJn � �r re2 BEARING WALLS- INTERIOR WWGA WWGA A Act arequired, N°n"9 X varlanc. 3 N-BEARING WAu - [x- a �R WA WA III4 STRGTRAL rR.4w WA WA Tl Gondltoral Ise per* It te:o - - --- S PARTITIONS-PJ RMANENT WC WG _ I I � I�1 4 Use tone Adjacent Lots N - _ _.�! 5 -______. ►�'_---. 6 SµAFT ENGLOr�IJRES WA WA 1 05.113-03 PHASE II PERMIT & F'RICINf OOR5 AND FLOOR: CEIL'N65 WA N/A - . - "� S Spec al Reguiuto•e Applicmle 6 ROOT AND ROOF /CEILIN65 WC Wv PROJECT NUMBER 01114.04 e` - 4 EXTERIOR DOORS AND WINDOY'B WA WA - -•-- I „-- i i .. A Shoreline Management Act Yoga ` NO x 10. STAIMAY COt,GTRUGTiON(100533.;1 WA WA ISSUE DATE 01,116/03 `^ -+• _ �- / •« -- . SotbacK required - - 11. MEN�5E (5S11) GL,R�(TABLE S �R! G�A�f t3 WA WA "e!/t•T'� • /. , /� -_ 'ivy/ B Flood Plain or Woternaj Yes � DRAWN BY GM G Airport open .Ise/glide Pool Yes NO X -- D Storm YIJUr Al+entlon/Run-011 Yes - No _^X E Flre Lane Rectulrements 5EE_LETTER FROM fa-a-FIATMENT 50,P"mime OFI. FL"145 FIXTURES REGUIRCD(TAOLE 24-A) - NA b Setbacks Required 611@faJF� Front Yard -_. IO' Side Yaro O Rear Yard Actuoi l0`---- Frost Mord zJ' 0 ' Side Yard I _+ Rear Yard 1. BUILDING A 60 feet setbock 4 ;Ides,vm1Wted building area bas/d or UBG 505.2 NA ....__-_ _ OCCUPANT REdlIRED/SEX/rLR PROVID®!°JEX/FLR Easements,Vocations,restrktlw convenants w cpplkrable F��- A--(Vj F�rA* m �'� m �y 1 FIRE ACCESS PLAN _ ,� _ _ _ 6. PCrkMlg and Loading Stalls Reqursd: - _ _ Disabled 1460 _ Parking 6 Lcodlny le"and Loa"Stalls Actual, Tr - D1.0bled 13 ,_ Parking Loodin9 2 DRINKING t pUNTAINS(2403 4 AND WAL 5i 40. 1105 41) 1100 �rr0 Sta►dcrd - % Compact NEW 1847X v-v�site standard stall - size compact stall J DETERRED akWiTTAL5 4. &4yc1e Par""wremsnte: (_; PLumr31N1;5Y5TEM5 Not Required - - ❑ WAC SYSTEMS R"red One blcycle parking space per- Totor vehicles ❑ FIRE SPRINKLER 5Y5TEN5 - ^- _ �) ELECTRICAL 915TROU*ION 5Y5TEM5 10. Transit and Rule%re Provislonst TENANT IMPROVMDM Not Required - 181 IRRI6t11TION uq)red one ride share prrku+g spo&s per requred pw"stalls K ENER6Y CODE COMPLIANCE(COMPONENT PCRFORMAVE METHOD) NA 11 Total 51te Area IP22421.5 sr CLIMATE ZONE 1 - 2 - Actual Proposed 2 ELECTRIC HEAT ALLOMIED- NOT ALLUY'ED_- I i 3 Area / Percent Covered MildMo bb9�488z 6511 156 7.53.5 5F 153% 156,153.5 SF-- 15,E 3 SEMI-HEAT SPAc-PRovlvEons__- No / 4 THERMAL ENVELOP REQUIREMENTS(YdAC 131 It) Area / Percent Covered by Had Surloice _-SF-_-91 615,815.3 5r 60.2% 5gIA5q.2 sr _51.8% Area I Percent Govered by l_andecor" 153,4 1.6 3F_`15112W2Z.5 5r 24.5% 1'14,214.6 9F 26.6 Area t Percent Open Space -5F -4 -5F ` Area I Percent Covered by Other _ _5F -'b _SF - BUILDING � N REQUIRED PROVIDED I � 12. Hekj+t permitted'ay zcmlrr� -_ stories 700 �Nt.-_ A Verify heiight wlth occupancy ufistructlon types 11BG Table 5-0 o Roof over attic - - F -. 15 Landscape umslderatiaa: - b Ali other roofs - - --- --- - - -- AND-REPLAGCD 114 TRE�5, c aqua woes - NA N-GO�ITIpNC� Y k 1004351.1 1N8� TALj.�N�A _TOTAL X85 c I I IF'ER OfZ LAR6 --- e over r+Gandltloned space - _ D y�IAN WR`L4UNAY)• SHEET TITLE / NUMBER • _ TRAV L DI9TANG� -NON-5rltltKl.�REG ,. �.® RETAINED 131% OF LAIROE TREES ON 5M.WFT I.,A_INDSGAPIN6 115_INU�ASED MY 2.33% F slot+an grade! - - k �._.._ A. • resn r ed' Mahank4l P -- dJIL1DIN6 - ZOO -c 1''9 �' E•��rte/� _._----- __arkhq- .-_.---- -. MAXIMJM GLAZING ARL'A A5 PERCENTAGE OF MlALL s PERGENf others __-_- --------- !�1 6LAZED REWIRED PROVIDED UZIMEStreet Erxrooctments: U_V_AL11E U Y ALOE 14 T Slgloge _ - - lkrquee NA _ _ Eaves NA - --____-- Vertical glazing U= - Balconlee _ - -- p -- - b. Ove Iglazng U= Ua WNW PLAN CODE INFORMATION 2 1/6" = r-o• - T1 s2 04 1 i ...... _- .____.._..._.-..-•_...-.. ...............-......v.,r..._.. .......,�9.f�R5Y i".".tion.... , .,. �,.e .. @A11111101 .1cm�. 1 ,Il 0It0• +Ias )3III dI•i.Al' IiSH+nx.�'YIIeN.I YI�IrIIS� t'd1'Pi 9t+A`vI'see'Ib�kQ162I 0�c"2`MI 1 PARTIAL ODO 54TE RAN S.W. LOCUST STREET - COLLI NIS o rn 0 — 00 i11 3 / r L CNL S. - I y�. I m 0 =ffi• • w r 11 84S.P� rn � i : il I :' I 'AV0� 4EV�L PAWINI; - Z _ I _ 6 o ,873 S.F. VI 9.J PARCEL Y �•✓ 58 S.P. _ o- C+"J I � C�.dO� /88,7 +/- r/ I I F _ a.t6 1w. 777 108TH AVENUE NORTHEAST V j •� yy -- I BELLEVSUITE UE WASHINGTON • 98004.5118 �' '� T - 4258893333 F- 3' • O - --- - - - - - - " � - i1Rf Willi, aROM- _1 _ I COLLINSWOERMAN.COM BYB 9/1tl r - = 60'aT'z1�E R w y / 129. 1 . � o I INI 3PP . Z7 2 • rrr�} wr sa I `� ,�'r `^� IINCDLhI �lll /</l� l� b THRS , — EE "- PA 15.51 -� 1 I \ R=320.00 N 89•bb•00"E - r r � � • LINCOLN BUILDING ` L-13V 7 LINCOLN ONE 112.00 �w V „ s= g \ n �t5'ST56 SITE IMPROVEMENTS x � "' �`'• 1 •3T � PHASE II .r ?l jj, I �C ,t •_ kyr r• a ' i I �.ws. 5 \ _ \ \ At L=1 12.00114.86 .y -r N 1 �_ D RED LOBSTER I ° / RESTAURANT ST - / N - - p0. 0 L=35&20 TWO '45.00 - s- - - ia LINCOLN Y If 1.3 '`- - - - - " A =ars 00" � 2 / R=134.60 50, ° O L=4.86 ISSUED FOR I 145.0 .10 n A n -roa I / m 1 b • i I • MARK _ DATE DE4LCRIPTION PARTIAL MM SITE PJJI — ---- — ---- I \J/ .- Y6PARCEL P+ icf/ y -- I - - - n �p.' 29'28 I ONE LINN+IN <,. $ • _ _ - ryx S 89'28100, S 0 --- --- - -O - I o AIII I I I38 , I a a� N 16'10'51" O. 3 11 i l rr r' N 8 I E I. A A 4 4 e d 1II�I I I I . I- �j�-} {�-{ _ _ J _ 08.16.03 PHASE II PERMIT&PRICING ` 60.50 ' w ww rww rw ww www ww www ,� ww wwwl . - I ' I I I IA AA A4 _ ^Ib PROTECT NUMBER 01114.04 N B nl -I N ISSUE DATE 01/16/03 i R=105.0N 53'3@' 1"E 0 T M13.38 I ggCC Iw - IIS ISI ISI III DRAWN By OM Ls61.94 I A -33.41 9"� �xNG RK - I S 89'34'11"W / I — PAI . UCTURE - T I S E 9.96 16.9' I •� • I .33 I I 7 R .00 2�4 3 5 I L=6 0 1 40'0 - - •_ _- - - - - - - - - - '- - - -- - - ` 4 =54.0 "•'" ' • S.W. OAK STREET _ • .1 I f 4 r" ;1 N1 PMTIAL DEMD 517E RAN I PARTIAL DkTtl 911E MN 4 x, + xriltl u , A71 M n s: /'10`/ERALL EXISTING 817E PLAN 90 . 1-0' SHEET TITLE / NUMBER OVERALL_ EXISTING SITE FLAN 1 . 1 LE0I9If1TY . :. c.�.;a 1 � Im,i�' b b .i i0iq ;�r ix ui .'IIx �.gi.'ie 'I'" ii�4'' ��. � n,p as I;�niyliii wqi n iq n L,npmlingnunulnvnulnnl u II 2. �• fe f> 2e 2a ao I ' 30x a :._:, r+• _ -. f r z� ,y +' 1 i. PACKAGE 2 PACKAGE 4 COLLI NS S.W. LOCUST STREET {� ------ --- --—-- -0- 80 80 I 1 iIooi l I l 1 1 I t �- � 777 108TH AVENUE NORTHEAST SUITE 400 - FIVE LINCOLN/ 13ELLEVUE WASHINGTON • 98004 511a T • 425 889 3333 F 425 828 9116 COl_l-INSVIOERMAN.COM . x vo LE I I i III I I 1 [ 11171 �� • _ f .� i1TilII1f1iI111 �lI I A. at MM THREE UNCOW ' I - _ i - v LINCOLN ONE PACKAGE 1 - __ SITE IMPROVEMENTS mom I ��/ �, PHASEI + ' LINCOLN BUILDING r---- a ■ r�■� ■ \ TWO L F — _- ISSUED FOR • • _ _ _ MARK DATE DESCRIPTION _ L 1plll ,, ON LWOOL I j UNTOWER TOWER .7. PAC GE 2 � PACKAGE � Illliliill 1 U5-18-03 PHASE II PERMIT S PRICII Intl _ � 1 ly v Y Y •i PROJECT NUMBER 01114.04 b'� b'I �.• a --- ISSUE DATE 01/16/03 � 's ■� � � � ■r � � � ■r � ■■. . .r. r DRAWN BY GM 71 1 �u ti--- I I tit. tf t I—] - - - ( 1 1 71T T T_FT T-T1--f 1 I I 00 a ..---____— ' I.W. om sn r PACKAGE 2 r X ::: } - 1 , i, er 't�v r'1 til n t' OVERALL PROPOSED SITE PLAN �ti�� , �----------- - ---- ----------- -'- - S H E E -r TITLE / NUMBER <:, \ k • 50 _ I-0 U. , OVERALL PROPOSED SITE PLAN A1 . 2 r, -loom". -_ . °af11r'Rrr•+a•aag . 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I <� c EXI5TIN6 BRIGK PAVEMEN'TO REMA N z -- \ r _—._ J 1 �-—- —- ( ( G /I� , I 5� REMOVE EXI5TIN6 TREE � > REt.OLATE EXi5TIN6 TREE 777 106TH AVENUE NORTHEAST I I < _ I SUITE 400 I I Ao) I L._—— ♦/ I �- -. ._._ _ __ /\ ! I -`'-' � I EX15TING S+DEI%ALJC TO REMAIN BELLEVUE VJASHtNGTON • 98004 5118 I U I I 1 � - I ————- I /��1� I I T • 425 889 3333 F • 425 828 9116 �- ——- --- 6 RREL.OGA'E EX15T v !RAIcpATION VALvf COLLINSWOERMAN COM !�'/ ' K J/ �'__ __`` I 1 - A5 REf�!lIRED _. REMOVE EXISTING BIKE RA,:K 4'� I I ' v uol , I 1 f i _ 000 L— ——-- I __———__——_ L ( �� _ - 10 REMtTJE J(15TiNb NNTE�t FOIMrA Ih IN REMOVE EX1517% #iW,(AP 5TR!PP'N6 O ! '0\ I I l u O 1 RVI EX!5Ti* PARKING 5'rkPPI* 0 K0 ONE LINCOLN ; , ; v ; n i3 REMM- EX15TIN6 PLANTER i / I O (- NG RE REMOVE EXISTITA 141% AI I i II 1 00 ,15 EX15'IN6 SIGNAGE To REMAINLINCOLN ONE SITE IMPROVEMENTS i �Ia I N 14 16 EX15TINt5 STREET LI(;04T Tv^ REMAIN PHASE II I M LINCOLN TOWER !, R 104 EX!STI* 5E�4- ! I U R_FMM EXIFIII6 TREE' roR rV7AE 041 _lWXLN 00" I ------- 0 L IWOOLN TOffR GONNEL''ON co Or I OM REMpVE EXIST!* GRjc-*V%,K 5'RtPPIN6 _J ` I I12 I I RELrXATE EX15TIN6 L614' G 21 EX15TN6 XADI% IONS To REMAIN _.. ..__ ._.-- __` ISSUED FOR • � MARK .- DATE _- DESCRIPTION___ 0000 l3�' m. Jam 0 _. •t �Ca � �?. / ISI' F' .- •—.�.-_.__ 17 t I \ -__.—_-.-- iDim1 i • r FNAK N _ —.__•_� --..�� 1 05.16.03 PHASE II PERMIT 6 PRICING PROJECT NUMBER 0111404 - ISSUE DATE 01/16/03 DRAWN By GM - ► I I I � k ! { SHEET TITLE / NUMBER • t, I MTR. 1 PARTIAL DEMO SITE_PL�;,N__ oo PARTIAL DEMO _�-�- ---- SITE FLAN A2 . 1 .......... , _ ..--_...�_ .. _ __ : ,may m ''.,'4 S•.t;�',�..4.e ,_,... 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I 11 REMOVE EX151T*ItANCIGAP ACGE%IM 5TRIPPIN6 000O 1 iN 1 1 12 REMOVE EX15TIN5 PARKNG 5TRIPPINS fI E 0 N E LINCOLN ; / I I 13 REM EXISTING PLANT"`R G REMOVE EX15TIN6 RETAINN6 WN...L �� 1 I 1>5 EX15TI%516NAbE To REMAIN LINCOLN ONE 7-- I �'��1 SITE IMPROVEMENTS 1 O EXISTING 5TREE1 u6r+'To REMAIN PHASE II REMOVE EX15TI% BEWm ol --�_ rY ,'! _ ,�`� ti I O REMOVE 4 LXIOLNN T5OrM GO4C+ T10N ONE LINCOLN .� + I C 19 REMOVE EX15'ING GR055 ALK 5TR!PPIN6 I I I I o 0 000 I 1 ® RELXATE EXISTING.JSNTIN6 I I ZI EX15TING LOADINS ZONE TO REMAIN -- 00, ool �.— • ISSUED FOR • ✓ I MARK DATE _ DESCRIPTION _ 4 H FL a _ CC oll (n ui - I -- ------- -_ ------ 1Ar- - � PHAK � 1111 �1 ■1r� 111111111 1Il ■�� 1■ �■ 1 11111111 -- - - PHA E N 05-16-03 PHASE II PERMIT& PRICINU i PROJECT NUMBER 01114.04 ISSUE DATE 01/18%03 —�--� ��— DRAWN BY GM — I I I 1 , — LINCOLN ' I V PLAZA I 1 . . 1 1 I 1 1 I I I I I 1 12 — — — -- — — --- — — — — 1 .I 1 ( I L All Ilk SHEET TITLE / NUMBER n __- `y ~------ - - - PARTIAL DEMO SITE PLAN -- - PARTIAL DEMO - 1= �. __� ``------ S.W. 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AND PA'e-WNT A5 REQUIRED WMOVE EX15TIN6 5606E ♦, N , G i V11 ...�-- -----�-J ,• ' ' �' O3 REMOVE EX15TIN6 5TREET LIbHT1N6 Je EXI5TIN6 BRICK PAVEMENT TO REMAIN REMOVE EX15TIN6 TREE 777 108TH AVENUE NORTHEAST - -- N/;\ SUITE 400 �- N "�^ I A � .. ° 0 0 0 o a ° ' G RELOCATE EXI5TI% TREE BELL.EVUE WASHINGTON • 98004-5118 N h�, T • 425 889 3333 F • 425 828 9116 1 EX15TIN6 51DEY%L.K TO REMAIN COLLINSWOERMAN.COM Is RELOCATE EXI5TIN6 1IM16ATION VALVE A5 RF,QUIRFD REMOVE EX15TIN6 BIKE RACK v IL T�ZTTTTlTTTI ILZ.tZI1�I11'IZIT Z.IIZ' j O REMOVE EX15TIN6 PLATER FOLINTAN REMOVE EX151T'N6 HANDICAP ACCE5518LE 5TRIPPIN6 ___-_ .�.>,s ,� :,� s I IZ REMOVE EXISTING PARKIN6 5TRIPPIN6 it , REMOVE EkSTIN6 PLANTER -A _��__Jll 14 REMOVE EX15TIN6 RETAININ6 HALL LINCOLN ONE I SITE IMPROVEZMEN S �' � '" ` THREE LINCOLN I _ �-•r -� j <►5 EX15TIN6 516NA6E TO REMAIN PHASE II } I •� �� EX15TI%5TIRM L164T TO REMAIN 1 lO RCMWVE EX15TIN6 BEAICH O RE`•" EXISTIN6 TREE FOR RMJRE ONE LINCOLN LINCOLN TOWER C40N ECTa PHASE A8E� I i G REMOVE EXISTING 6RO55MLK 5TRIPPIN6 LINCOLN BUILDING ,� r' ♦ + I � RELOCATE EX15T1N6 LIf:7n 1N6 EXISTINS LAA0146 ZOITE TO REMAIN \\ l ANON ISSUED FOR • MARK DATE DESCRIPTION_ _ \ \\\ \ ,� / 000 000 _ - - - o \\ Z7_ICTTT,��'Zl.Z�ITT•7ZTl ITTT'i�TIZZZ. „��' _\\WN L _ . / 0 k- §0 / / - - \ 011 . ____-_-__..__�_ ____ _ _____.�� Lam/ � � � �_._ -- ""�I � I ��• _ — _-_ ---- �4 V l< 1 85.16.03 PHASE II PERMIT Q PRICING PERM;l � 5 V V g t' \\ IZ \ / / { 1 i ,. • I] . 1 Pf?OJECT NUMBER 01114.04 jl '�-> 't > � `� \\ /� �/ I � -__.. ____ ISSUE DATE 01/16/03 L �, v v vxv vX� f�` r r 1 i �<If DRAWN BY GM 5 lex>l I�x�1 \� ' I l\\y\}yam - g' . � - TWO LINCOLN r I _ ® MH , if kA L : x TLa < "o r ,� <'� `r� `� , V �, " ♦x/ X77 _ �` '1 ( . —__IL �'—__----__--__--__ L72a., / - \ I I -- --....,.—_-------- L " _-- / to( �� ONE LINCOLN00, � �-w,��-_��-�\�- °♦ I ;� - _ � � _ • • -- -- - SHEET TITLE / NU �/IBER "c *00 QTµ. •T'i i 's�t Mi.:'kM i' a"'', :fR.'. n ,:4nK• ,..k„Jl,line r. .. 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LOCUST STREET DEMO KEYNOTES t, REMO'JE EXI5TIN6 CONCRETE GJkB,SIOE►NN.K AND PAVEiOT A5 REMIRED i REMOVE EX15TIN6 516KW -----.__.__...-___.._-_.- _._�--__-____.____...___----------•-�---- _ ___- _-. _.. REi40VFEXI51N65TRff. L6FmN6 _ - - _ —--- ----._ - -__-_ ..-. ._- -- -- --- -_- __-- --------------------• ..{�. -- - -=^=v-__- _ _ ___ _____ __.-___ __._.-_..-_ __._ _ __ __ _ -- O LINCOLN ONE EXISTING BRVEN ICK PAMET TO REMAIN SITE IMPROVEMENTS n Ek5T'* nU PHASE tl RELOCATE EX15TI% TREE X ,\ / i / 1 EX15TIN6 51DEAkK TO RLMA N IN - --- �_ `- Off_,,/ , - ---- ---- RELOCATE EXl5T1W5 IRR16ATiON VALVE )`N // \\ ` Ay REHIRED /kill \ _..- q RE "VL EX6TIN6 BIKE RACK 3 / \\ — \ __-. 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TREE F'OR FU�IJRF OW INGUEN Ie REMOVE EXIS NG l LINCOLN TO1�E1t CONFECTION 1A REMOVE EX15TIN6 CRO550 l _k STRIPP+46 / 1 � ATE EX151 N6 I.IGHT146 FIVE LINCOLN ____ _ , z1, EX15TIN6 LOADIN6 zONC TO REMA!N �r--- -- t 05 18 03 PHASE II PERMIT& PRICING PROJECT NUMBER 01114.04 ISSUE DATE 01/1 7 ) I _-- -li /��/ �" ♦\\ - / DRAWN BY GM IJPA A- • \\ / ,,-,� -12 M I \ �-- --1 1 ♦ \/ 1 _ {I I '> 102 \ r„ A t^ � 0`�4o�nao 1 a° as 000 � oQ /f I + - N 0 a 'o Palo 0 0 0 0 0 0 ° o _ __� - _ -- O S THREE LINCOLN NORTH I I \� SHEET TITLE / NUMBER • 1, _I 1 PARTIAL DEMO SITE PLAN—— PARTIAL DEMO q SITE PLAN i � �� yg ''I j ,rW ,:r � �l � Aa�� , - a IF'' K.J',toyg+.�`,f 'rX x a A j1• A V . .x� A2.4 +,�d 9 1' r '�'n•nm...v..._....,.....,... t : .. . , i f•. ,y�. � „ .., .a'.II+r111�Tn a!l:a.e,latjla ,lp 1 t %;.. ,1' ! , —,.... .... .. ..... .' .. : , 'e:.` . ~ • !'F;Y`..A ••r—(wR+/•". 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LAN05CAPE UPL&MN6 (KIM 61400) --j - 1� R j RELOCATED EX15TIN6 PARKiN6 LIGHT, TYPICAL. SIDEWALK LEGENDS: ASM RE DITACLE„TYP \--Mir T1'P TOOLLD COIkCX rE - 16,X18• - '6RID• + � • /, � LINCOLN ONE SITE IMPROVEMENTS COLOWD CONCRETE - DAV15 'ADOBE' PHASE it / �'�' --~ COLORED CG'WArTIE _ DAVIS 'HARVEST SOLD" 5th. LMDSGAPL DW�1' W FOR ; �/ ►'LANTIN6 ON TH!5 AREA / COLORED CONCRETE r DAVI5 '..)TANDAFcD COLOR" `/ ,� MH • ISSUED FOR • ---�" MARK DATE DESCRIPTION ___•__ __ " f UP r n ENLARGED PLAN }. 60'-b I/2'LIt7Nm CURVED rL/1NTt'R 05•16•03 PHASE II PERMIT&PRICING CON!G PLAM----- - 1 G011G PLANT9t I�C.e55 iH PRF-GAIT --- -- 2 PROJECT NUMBER 01114 04 9. 41 AIS.I 4' TYP 1'-8. \ I I�. 4'TYP a r a _ • STOLE 4_T1�P I^-0 4 T'�P �`I ISSUE DATE 0116/03 .. 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A Y 111-10 , • . ., • Y , -,. • - , � „ - :. tai( Y.. : t , ., ♦. - t'. ,. .!. i'. , !; a 3f++r.,e•f'rH •:E+ ,j •4 yrkrC ir. .r COLLINS THREE LINCOLN 5EE ,ANDX�W _ _ GENERAL NOTES m DRMY 65 FOR PLAN11Ns ON i FEW VERIFY ALL OI111360* THIS AREA LIGHTING KEYNOTES > 5TRIT S,TYKAL Z VALLEY ® O � AID PILLAR Lu4INMIE5,TYRAL L q I 777108TH AVENUE NORTHEAST PATH LI&MI ,TYMAL SUITE 400 (CM KLYISODB) BELLEVUE WASHINGTON • 83004 5118 T • 425 BBB 3333 F• 425 828 8115 FLOOD L16HT5(FOR 516NA6E);TYYI(AL, COLLINSWOERMAN.COM (KIN KLV21W KARELE56FD LLM"0151YR6A. MSA 22UP) O LANDSLAPE IALpFM* (K6161400) • 1 /�/// O O RELOLATED EK15T66 PAM46 L!WR,TYPILAL / x SIDEWALK LEGENDS: LINCOLN ONE SITE IMPROVEMENTS '��, ./'�. \ T00.fD GONLREII - O'KID' • '6RD' PHASE II [OLOI®WIC.AE E -DAMS 'ADOBE' 4 COIGPETE -DAVIS VAR45T 60LD' TWO LINCOLN ISSUED FOR ' MARK DATE__ DESCRIPTION SEI LA)D%APE --- p MW05 FOR RANID1601I ------- THIS ARG. DW#M FOR, RAMON ON ' INANA — 1 — 06.16.03 PHASE II PERMIT 6 PRICING � ENLARGED PLAN PROTECT NUMBER 01114.04 / / � _ ISSUE DATE 01/78/03 VD . I-0 DRAWN BY OM a i • SHEET TITLE / NUMBER ENLARGED PLANS ,I A4.4 I ir HIRM Ifl ..... � y`iu � I �4Y ; la �R r n' I I± •frj p G�J�,a,� Sh. •� i_tty, i� v • : .s..•.w..,,..ar..r,�._,-suw:dr.. .._:....,L:.�......,...nwrr..J:r:.,rw5..,......-.......,...,..r...-,.:,._.rr,..:.........._,,...w„•..,...,..,....,..:,._,.....,.r.... .:.. .....: .........+. ,.:;. - • •••. wrw.,...«a..,..^.r,w,w.r.�r,o+,e...rw.rr:+»•r.r�v.m,.,arruni+a,tsi I I 0 R 2 I I I Rumlit�JAL OGIIAL �,• _' XI TI _._� COLLI NS $VIA” SIM 14 '-G' b K•1,- - 1.O• 0 i�t_A�' Z-00r7� -- �- i__ , (A5 pm rte,ONF Y1L13N rstil �• -- 4' , .�' �1I to-LINO�{'�0{�1R UKILLION I_ I N CO I arv. i � a.ev. ria I�ae►cru I 777 108TH AVENUE NORTHEAST �•4 �it.�rN wr � �. 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STONE�iEQJENGE SFIAI�. 8E VARIED 50 THERE 15 NO MORE 1HAN !� •. -"":- �• •' -I�--I I ENCASED IN GONG .,-T-- . ---- ♦ • TY'YJ(2)5TV E5 OF SIMILAR SIZE AND ORIENTATION IN AO.:AC.ENT , ! 9J ' �` r i." • C � 3 �/2, -_II - <. PR,OXIMIrf Tit OB16N INTENT 15 TO CREATE AN IIW&. „AR _ ° - -= ---I.•m•�,.._- _ -- ME --' PA i TSN YVITI�No RUNNm6 .nINrS = --J�--��--- j I- * .• , -1 -I I�---I 11= - - - __ - II-�j-L =�j- __ -, .' I- J=1 11TI--I�=1L --M-II- -- - - - - -IT1-1II-� --1_T - - _ - II i ' '� p, III I - I-1II-LTJ III--IIIII�IZI •� •.. .' IIIgiI IJTI - j---L�LI_111! 1LI ii O� —D051N6 EM.PULL- FACE BRKAC � 1 • GG Rm SEAIAM C PptEf RAHYIG F"°I11ALI. � COLLINS RA13Ml1 IOIlRIC IY�BE IBr OTl6r~ii - m S%ra PMQ /-2X4 PRfffzkK TF3.ATB7 OLOC"16 t 24'OL, T —PETAL ROOF ' , 1 IIOBdA KW Fix LATI is'wi:vcrr� TL P rKN enn 1 IF2.1(rL OFLK TIX --* ` u,IMB PAWAI�IFAD PlOOP5C7B1-EXISTN6 MIL STIO �• 2X6 CONf111 M&OCKM0 EArE 6r :::'.a —naWAQ IEAD rizv5utm Il'a,cJEAT n < flYwti 7G 5fFAA016. •I4�.�,nYY•rtt — nSENIM,, V G O , TBD d 114 MM TREAT®,;W OL Ext5TN65VH DESKmm STL JOIST _ V �rT,{T..w'd _ rs.w..avr� .• `— 777108TH AVENUE NORTHEAST Y•.+.w.�rv,va 2JI4 CQIMICIS HDf.KWIt FAVE T WALL FLASHING •—>.r.uv r•r °r•°` — � us•RI61oWALATION SUITE 400 \�YLXI6YMNrxbC!1116EMTL�JL)15T PM SAL mw�ANrX.E BELLEVUE WASHINGTON - oaoo4-5118 9' ° I'-0• i ___ _ -- ••"t '--2- T - 446 889 3333 F - 425 828 8116 METAL PAM .. OW PIECE METAL FASCIA C.OLLINSWOERMAN.COM '► nr�n,r•nw� - - '-_ - WANT -_—ZiNTS l 1 1 AINIINM FitNE - - MST%MTL STD --'�— -- 11614TiD MIL PULL PANEL PV 1ELLATIOPI .• —.--CORrK M BEW RATE ATTACKS TO EACH.IMT A'OR DIHEWSO1K,`$PEAK DETAIU FINSN TO MOW OTHER --- Y BRMfM STANlgS 6 NILLffl:MINA AT,6UI�DINO-0TsFP •TYP. QRID 1 kl_ Dlk6w N.BtpR STMJ STEEL NVORNL .v. o I" O j MTV*W46K -. --- �-- PANS st®.,1512X4 FMSTRLT. I/Y MOM 5TANlE5 5751 r\ Jr ROD ICD TO WVVRNL Arm / 4 \ EAVE DETAIL 9 W'MIL 5710 `- ----vmwAL"T 680110 5MOON D09TN! SO•V STANE56 STEEL RATE t TOP I V2' • 1'-0• -OF TIKE;IOD N RALE AND 6ROUV --V2'N IQYEAL 91170Q1 __ LINCOLN ONE Y r,IM DIA maSTAK155 _ SITE IMPROVEMENTS 57L POST Vy PHASE II 6 I Mt S" BIriMSTHNP565T�COVHi WALL FRAMING AT BUILDING STEP -TYP. Q GRID 1 A 2 __ 2X4PY FETR�T® 6YO iSA _ 7.1• \ RAUSE FY COIrEHE7 FA57FNBt5. 5 9.00IJ15. 24'OL. BOTTOM• 6'-0•Ari �- 1 1/2' . 1'-0• B METH.ROOF _ NYJ190i CE6JN6 -_ RL51O KLLATION lI ROLLING FIRE DOOR SOFFIT_DETAIL F�oaR 9 STAIR HANDRAIL_ PHGAKEwm"aDDx`�l f3 PER PANCJ 1 In' • I'-0' — 10' • I'-0" MO15TL E BARRM W 0EI151 -- PAINT® STEEL PANCAKE IEAD -_ N 8x31 GOL - PM STIWT. CLEAT CJQ31(I'-0.OLJ 1 - Rallis m paw -MlJ.ION FROM STORY100Nr CORr"Aa6 _ -- - _ LINE of 51u maN - I (A5 ret MER) ,rpt SY9T84 BLQ'KN6 AT PF1v. •,;;, ISSUED FOR 2 L7 METH.STIR -—L1!Or 91L ESAI 'v 2x6 WvT1N100.,BDC.KIN6 AT FEAK ..:',, 4AIJh6N II � � __ . . - _ 7 X Y X T'L 20 6A WE- MAW— RATE- DE$GRIPTISTN vnUTY _.. } r APW I v RJ601El1ATION — ROLU06 FIRE POOR COE PME METAL FA6GA—J TRAuc ulb PEx rf'R) I' � � -- cwmNuu,�Tr RAre ArrA,AM TO EAUM,p9T — -- -- -------- ON ROtLLK colRr# ro MENG tN594" O Bt N aaR / — -- . . --- - - - - -STOREPW PON SYSTEM "I 6m 5EALW-- 4Gi7•Sb2�9 LkMT NAMt KETAL FRAMEY N5LI.AT®MIL qW.L N=AND 2VAM TO Ort FLA72 / -_ATTACM CIDP TO RILUON TYP. PAIL. REUAT®METAL PANEL. — —_--�`-- BAT7 ROXLA" PARTED 5TEST512X4 PER STRIDT. BREAKSNAFE METAL TO MATCH AILNNM FRAME FURRED_W_ ALL DETAIL MTL PNL MULLIONS MTL PNL WINDOWS 1/2'Exi.6PADEFLY SEATIftPEAK FLASHING --- PERMIT REVIEW 14 I In , I'-0' I-0 -- -- — -- 2 In' ° I'-0• _2 _ 07_08.03 RESPONSE _. - - _ —+- 08-1603 PHASE 11 PERMRaPRICING PAIIOI� STEEL-FJ65TINFi EM.YWl,-TALE BRKK ND X91 C4UM1 PER STRICT _-. AM SEALANT �/. _ PROIrOT NUMBER 01114.04 -SPRD45 FLAlNN6 -BREHC METAL ISSUE DATE 071OW03 rKiTDER(By OOBt5) ( —MATO.HNMIM FRAK R•ygWy DRAWN BY BW MYr.XiTUE BARR'Ht My Orem) , 9CALAM LM POLY ROTE MNI MTiBI PNE1 RO =C01Z<f CM WUP MICK6 t • EMS NO m5w BIOCK Cairn CUT 1, BRICK TO RB4vN nyll w 51EATMMI6 In' EM.SPADE PLY SMEATHNS - - — — ICTAL CLIP avu DTAN a -I' RIC-10 IN5ILATON - __- JOINT TO MMT HU/IIA FLAME .AVD M84lSWF. 4 —3' BRICK .%% EXIST. 'NB- rYPx- 6YC --_ 4 (STER POSTS•4-0.OL) 5/6- RE TFIE R.YYILY7D 51EA711N6, = \ \ P TIEA1® SEE SfRKTLRAI \\-2X E L OKft PRESFE T1E}1FD,24'OL. mu ISS -BATT WALATION 11/7 STM DECK 'X I ki•IM W 9 In' MTL 5TI0 t 16' OL. D AI"JOINT �--DYAN9011 JOINT IES WALL FLASHING ® BASE W/ MTL. PANEL ��o N `r EXPANSION JOINT 11n• • ro' R �r B 3—° 1-0----- --- -- -MAT �H11 M11 -- PAINTED 51,3 ! t1cFP!� - S MO x31 C.OIJI"ti PER 5'11WT —_ALIMINRI CAP RET" rpM:tltC.Il�1�� 94TU N1MAM FRMS Jr — NETA1 c1l° OAR FJPAPGILM.rXRr — — --- -- --ALN1 ToarH FRAME ' OF OP i0 M/,TCN H11MM FRAME ��.. --...SEALANT CMI POLY ROPE SXD 1, --ROII.f,CK CL1R5E CM SCI.'D art t BIOS Mo DffOYD BRICK LOR5)CUr EXPANSION JOINT AT WALL BIacK To ITaMN FTUJ wSEA Nm6 -EJE IISRA JONT 7A 3• ° I'-O• D imiR511.ATIOMEXT.6PAVE Y ATMN6 AVIS MEPeR SHEET TITLE / NUMBER 1• 9•BRICK MATCH EXIST. 9JB- rtl Xr 6m (SrIM M5T5. 4'-0.OL) �( I' SEE 51WARAL 1 -. TT 1 -.-BA Rl7LA1'1.^M 91n' PRL. 5TLV t 16' OL. AMP /�' EXPANSION JOINT AT BRICK \ BASE WI WIN OW SYSTEM DETAILS g y � AL .. 111 W11 ��25 � 3Y T.101D�Ilt"f wm.ww 1, ..w.'M1 `,i 11 j ni ,o-,,1 ilnl:.upn IY 'r „ I, I $1t r�t t• 215 S� 2> 210 t'm 210 ' Y . . ' ;.7. 1 Y•r 1 11 r Ft 1 P �.�-___.._._._�.___._._....__-___......___.,.-.__.Y_ ____..__-._-_- ^^^_.._�___.__-_._.__._.�___..--__._-__'___._..__•__-_._-________._-�____.____---_-____-___._.._.-_- _____....._.-...._.._._..._--_....._-...._>�._,.-_�-_-_.-.__......____....-............___..__-_..__._._.....__._..___-_._.---__.�_-_...___._�_--____ _..._--�-__�_-.�____.__-__--...-...__...______ ..__..._._.......�.._._.._-__-_�-.__�.___-__-__-_.__--.-_..___.-..-..__-_..___._._._ .,. -_ mss_-_-___._. __ ._._____••-_,..__---__.... ____ -.-._.-�..__.- �.._ GENERAL NOTES 1. ALL WORK SHALL CW7ORM TO THE STANDARD SPECIFICATIONS AND THE C(k1C ---�� - REQUIREMENTS OF' THE CITY OF' TIGARD, CLEAN WATER SERVICES, AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC --- - WORKS CONSTRUCTION Z THE EVERY OFFING SET�BEND OR RAWINGS ARE REQUIRED FOR IN 'ALLATIONMATIC THEY NDO NOT HE SPACE w COLLI N PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO CUMPLETE THE PROJECT. ALL LOCATIONS FOR S .W. LOCUST �� r 'WORK SHAt.L BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE. FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES 110 0 ,0 1v 40 40 0 LAYING WiTHIN THE LIMITS OF' EXCAVATION SHALL BE VERIFIED AS TO - --- CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BEGINNING CBY LOCAL UNS RUCTIONLI CONTRACTTORSWITH TO NOTIFYIE JURISDICTION, JR IFTHORE EREARE t 1fr Ft E7 ) .- _.-._.._.. ANY PAN 1 1ncA F. 2d tt � .,c'�--rte_-=,rte.:_ --- - �-�_ --••.��.____....,-_ _.....�._ _.__ __ DISCREPANCIES. . ____ ___ _.... _-'s,csss .�.+.��r..�++rirrww�ar fes'•-'--___.-_s.-..�_.� (;(NC MTMI, 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES _ -- -- ._ -_ -- -•�-------------- --- ' "` ED AND MAIN fAINED TO MEET THE U.S.A. REQUIREMENTS. _._-__._ ___.._.�..�._..-• - ,, 2_ . MUS BE INSTAL TION THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE AC R-1S. ___•_ AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTI OE EROSION CONTROL. 1 11 �SWv 44 11 ' R v �• I - i r 4. EFFECTIVIE DRAINAGE CONTROL IS REQUIRED DRAINAGE: SHALL BE CONTROLLED Z i 11 6 u / L..J L� WITHIN THE WORK SITE AND SHALL BE. ROUTED SO THAT ADJACENT PRIVATE t `? r PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY DEC UEC: r' 7 r'; ! ,- 'r'F 17 5 R},fT _ �,___._. �_ ��_-R T•�__ IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ,4• .1^ g, 14 , '� . y �� ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL 16 44 / wav G • / �\ 7 1 il,� ,. 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION 4W 4' 16 T , t' I -L g R"i� /�/��,' 4-0�) V '� '"' ! i IMPROVEMENTS TO NEW FINISH GRADES- 777 108TH AVENUE NORTHERST ZE Pie ��' I I 7 ( 16 I, 44 ''� 12 L8 _ I --- 6. EXCAVATION. EXCAVATE FOf•1 SLABS PAVING, AND OTHER IMPROVEMENTS TO SUITE 400 1 1� SIZES AND LEVELS SHOWN OR REQUI�tED ALLOW FOR FORM C.L.:ARANCE AND BELLEVUE WASHINGTON 98004-5118 t s10, 610' FOR PROPER COMPACTION OF REQUIRED BACKF;LLING MATERIAL. _ 7 A Q �y ______.._ E�r:AVATOR,S MUST COMPLY WITH O.R.S. 757 541 THROUGH 757.511; T • 425 889 3333 F� 425 828 9116 i "('UMMTJN U�: _ T -" EXCAVATOR(S SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS COLLINSWUERMAN.COM 7 5 #- y . - t SEVENTY-TWO (72 HOURS (MINIMUM PRIOR TO START OF WORK. DAMAGE TO VARA �/ 43 ■ I F�� VARIABLE Ty045 41 �1 i11•�10, S R�5- �� 12 i UTI'_ITIES SHAL-L B� CORRECTED AT TNF_ CONTRACTOR'S EXPENSE.. (ONE GALL __.� LO.;ATE UTILITY NOTIFICATION CENTER - PORTLAND METRO AREA 246-6699. ---- - --- I EX 14 7 --_� + I _ OREGON 696•-4848) - R-IQS' R�'35' 41 �----- 7 WHERE_ CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE R�� 30 T� !� \ / _-__ ._ LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER CSF ANY DISCREPANCIES I I fi iQ T�1p ` \ 13 REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER. 16 32 it D 2a rA_ 1T .jr► e 9. SAWCUT ALONG FACE OF NEW CURB LOCATIONS, 6" IN FRONT OF y �>, ►� Atte •` ` F ! _ EXISTING CURB TO BE REMOVED, AROUND LOCATIONS OF NEW CROSSWALKS I Adv A„� " 'SEF. ARCHITECTURAL DRAWINGS _ AND WHERE SHOWN ON PLANS. C►EC I ,n 16 ,`, 1 h FOR DETAILED PLAZA LAYOUT N 1 Cr i 321 I -- MCI C .�.. ' " ' 1 �s w t6 -___ KEYNOTES ! - 11 7 lar • I 8' 1b � T _ 3 � � 'byr ,•� + -•• 1. WINGED CURB RAMP, SEE DETAIL 4/C8.0 f I R w %� S 2. CURB EDGED CURB RAMP TA 3 C8.0 LINCOLN ONE SEE DETAIL / SITE IMPROi/EMENTS 7\ 5-,1 .65' _�� y, 8� \��U ,Y,iC'% T' f 3 NEW SIDEWALK. SEE DETAIL 1/rB.U. �� r ' 30 - 4 CONCRETE CROSSWALK. SEE DETAIL 3/C8.1. LASE II 12 �PPFjpOX 27 C 3 p t f' / ?4 a 4 I 5. NEW VERTICAL CURB SEE DETAIL 2 C8.0. 1 N , b , 11 ,� Qryp t .7s 40 t 9 �` R 4' 12 14 / ! 0 � R� � ;n. � 7RAN5 ION � 12 � E ► t 1 �\ � litl 7 1 __. _ _ i -_ R� ._ - �C - 6 EXISTING CURB 10 REMAIN i 1 , 1 26 1, 44 7 = w N 1 ;� j 11 7 EXISTING CURB TO BE REMOVED. I ,i ) / ^�) W U i6 lei ,'� NR• i 8. NEW PARKING STRIPING 32 ` • ' 9. SiEPPING STOVES. SEE ARCHITECTURAL PLANS FOR DETAILS. / 24.,1 t a 11 , 10. PROTECT EXISTING TRANSFORMER A d 6 I '► G 4 23 _ +�- 11 PROTECT EXISTING TREE 6 I 8 4 " 12. SAWCUT EXISTING AC. SEE DETAILS 5 dt 6/C8 0 AND NOTE 9. s %: 1 f 13 NEW LANDSCAPE AREA __ �' • ISSUED FOR a 4 �' r► ?Q / t / �;. 12 11 ` I -� .�' / '; - 14 CONCRETE PAD SEE DETAIL 9/C8.0. 1 iry '- 1d 6 27 , 1 R / ,,'� 2J (, �"�?0. - - 15 HENCH SEE ARCHITECTURAL, PLANS FOR DETAILS. MARK DATE DESCRIPTION _ 23.GT $Lrylt� tl p,try I to ( I/ 1 ' 3� 1 33 1 f A � ,UE, L' r f tyr 7 12 13 -..� 16 MATCH EXISTING CURB 1 I �. T 1.;. �s �p� ��" 40-% 011 ' \ 17 RAISED CROSSWALK. SEE DETAIL 1/C81 • ' 12 v 7-; \� J� J 18 STRIFE_ FOR TRUCK LOADING AREA _ 01 R•3 __ 1�}� 7 / 1 40 7 RISS', 19. 'PEO xING' SIGN SEE DETAILS 1/C8.1 R 4/C8. T -- ---_ 1 �7 S d 16 42 \ 20. "STOP' SIGN SLE DETAIL 4/C8.1. . `� ,� ., ��'' \ • ' � I 12 - • _. _.. �bOAr00 't< • • % 12 R�t4' \ \� � \� /'• ' S I'�G 11 _I - - S _ _ J }. 4 fbf* 0 �12 13 7 R"9_82' 7 -�` \J 16 ter' \!` 21. STOP BAR - 12' WIDE 11117E PAINT. N N by 6 `� -- �.� 12 t -' 2k HANDRAIL/STAIRS SEE ARCHITECTURAL PLANS FOR DETAILS l 4, °' �� 1[( 6 0 23. EXISTING SIDEWALK TO HE REMOVED R 2' r•r _•r_r - �^ 1?. X481• �j) q" 16 7 R"2' 24. BIKE RACK. SEE ARCHITECTURAL PLANS FOR DETAILS aattn�r ttllf�lA 1 f ( 1 r t • ,fir { _ 25. 18" RETAINING WALT.. SEE ARCHITECTURAL. PLANS FOR DETAILScl, 16 . f�� 111 ) ►� 3 ( \ 1 I 26. WFIEEI STOP, SFE DETAIL 12/C8.0. - v 27. HANDICAPPED PARKING STALL. SEE DETAIL 11/C8 0. I I ' 19 14 T - -- - \\. o 0 CU � i \\ 28. HANDICAPPED PARKING SIGN. SEC DETAIL 14/C8.0. 3 29. RESTRIPE EXISTING CROSSWALK - 12' WIDE WHiTE PAINT. -_- _. �J 14 LIN 'o 30- 'BUMP' SiGN SEE DETAIL 4/C8.1. 7 ;I f7F'(; ` VY `� l�" a•6 31 'KEEP RIGHT' SiGN SE-E DETAIL 4/C8.1. -- __ n Q FIRST ISSUED MATCH LINE SEE SWE1 C2_1B 32. EXISTING CB TO REMAIN LAST ISSUED 33. EXISTING CB TO BE REMOVED DRAWN BY 34. EXISTING CB - CONVERT TO AREA DRAIN CHECKED BY 35. EXISTING AREA DRAIN 10 BE REMOVED 5 R�4' T 36. NEW RETAINING WALL 37, RAMP CURB - 4' - --, r 38. BULLAF'b (SMALL) - SEE ARCHITECTURAL PLANS � p��_•, 39. 8011ARU (LARGE) - SEE ARCHITECTURAL PLAN: 41 40. CONt'RET: PAVEMENT XX" THICK QYyY tom( ' -�- '- 4t. REMOVE OLD STRIPiNG/LEGENDS 5 is XP1RE5� 12 31 04 27 .J of 42. NEW CATCH PASIN 28 43. REMOVE LIGE:T POLE --�--- - 44. REMOVE EXISTING TREE ---- ____ \✓ "rJ ►- t2 4t 45. DOWN SPOUTS °'l 46. 36' WiDE TACTILE STRIP ClvN 1 b ) K• t - 8 V -- C/�C StruvturEngineering Engin Architecture LEGEND - TransportationLandInteri a Plan rxlk►p Land Uaa Flaming _ : • Tel 6 503 SW So24 cro"/ 7MP L 1610 Fox, 902 1.0028 5 41 I � --�'"--.- 41 oeoo sw 1lancrar sr r roux[nc,.1q vorrbr,�1,OR orrol ooJo CONCRETE 28 i_ - �-- ---- ----*-_-^_- _ - CSA PROJECT NUMBER x20034 NEW AC (SAVING - 3" AC OVER 10' AGGREGATE BASE -___- - �- _- ------------ AC OVERLAY - SEE C3 0 FOR PROPOSED AND EXISTING GRADES -- - - - - - - - SAWCUT. SEE NOTE 1 Ac DETAILS /C6.0 AND /C6.0 OVERHEAD LIGHT - ■ 0 SITE LIGHTING �� .�.-._ 1 � -16•- 6 -.__ �__.. "'''"1 BENCH -.- TRAFFIC SIGN R.4 _ , , -' DRAINAGE COURSE/DIRECTION I IwAPE SUFiFACE N�1�.YSIS PLAN EXISTING iMPrRVIOUS AREA 13,357 SF �. o _ , 1 •„ �a .,;� l Mei" JF +� +'/' ', �3 CONVERTED TO LANDSCAPE AREA .� '4"'' '' 'z w,W �;; 11 .IS EXISTING LANDSCAPE. AREA U RECEiVFF CONVEP,TED TO IMPERVIOUS AREA --- y 16,01 Sf , f: t Ftp •:: i.'. ;• j �1.j% A ,� f A ,iy �.�C`l� A _ ... _. _.._-_ _ 1.1•,, _ NET TOTAL CREATION Or 1U!. l 4 ?001 ' • �' ,, a r fir.. "�'}1* a $ ,ye w >i, • - C21A +''« "� "t" t4 NEW LAN ISCAPE AREA 2.656 SF k;� f+ilia 1 ,k ,b,r 1 , • �`�>a. :� r � t av CITY OF TIGA ,, f �; 4 s a� �n= �� ° •�e net , '� 7 y;�, ,z �k BUILDING gIVISI N}�t•a� . ,r ' �(S '.4'r r1 '� I _ P�RMff 10-0 RE 02W34 CI -,�', - 07/14/01 V4 IRR It R 7 .. .._,. ��!`rMLA'�F�. ,..... 1 . f,YY.-w .• .. - __ ,.. .. ,• -. ..... _. .___._.... ..,� « ... .......... ... .. ..... _ ,,. ... , ._.._.•_.,. ,_., ,y,T.1 •r'. 4+m'MY-t... �. .;.- ,+.•, 1, i� • ,. •err«.• r-�. �,• ,•,. .. �� ', ,... .: , ., f .. • .., .. .. .fir a' :• i ... .aM .k . ,cK • i♦.. .. . .. .... .-. . r t - NIP, _ i.-.... �, h. 1 _ I I , I 1 1 1 IH I,Illt,li I11 III 1 ! R , I . 1 , , .r .,a. ,. ,...,_ •. �., w :4 , , . . ...I •.. .•. . , . . fl i x ,f rrf o-. ,....• .. .. .,: .. ,{ ... •., e s.. . �,, r...-,.r ..... .. ,,�.. � ,:. .., r-.. ... 4 + .,.o-' , ,• .,. r i 1 ! I � } 1 ,iiI , II .11 .I. AU.I ! .ill J,1 � ! 111 Ii•1 111 .I '. - ,..,.. ,. « A .Ik. ,-. +; 4 , t_. , • ,' ..Ir �`f :i ..,Y r ,,.r.,S u. ,.y., 7. I ��i ! 1 . : . a . i 0 I it �� „. tl t�� t4 I r ' w, ."�., vry .. r, .,. ,., -. r. .. ,. _, ,. , + .i�J., . ..r W. <,, •.. �.1. Q 18 Ip •"tC� ��I 22 T. f�4 w.h . .. . . �6 �d Sd7 1��J s7C '>!'O ,x.•,11 Q $ .: IEC,. C:, a... ,, .. .� ., .• .,.' ,., .., �! ti. i i jJ i YIg, , it-Q;. ,. e 1.i' ...r, .19. �1..i.i - 'p..f 1 .x'....11 •. ...,', .. , .. Y..T'e i .,. •. ,5 .... l .§" .. 1 1. .. , .ar 1. ,� w. -�. 3•. • d - ro wl ,._. .'l i -. .. {.♦♦'' ._ ..,. .gin,..}} ...,. . .. c, A K� .. . g ? a' 1• ,F,.,.. ref:.. .1,1. � :,., N! ,. �•.µ. n. .f - . +� �;."lam• ..., ,:.t: ', :. .... , . r'i'•.. C ,',.,i r.. 1,. .. '.Y{,. h .l 1�1f I�{.'.• .; rJ. '' ... .'.-l' :, ♦ �, ....e.. -., fix. P.4. ,.�,{,`.. ,4�.eb. _ :. , f ,., .. -.., Sj.... ;. ...it e.. -.,tl ,.a'>,A' . . �t -.•.. N �... . y ' .�ri' S+sa�':,, ,�;A •�,.,.. =i � � Yr _ ' •r r. 1. CCN 1 t 7 '. ;;,y^ .,Y- ., ,, ,,w• ,,. ':.d..•:: ,. l.. : ..... ";' x Sir. 4. r.r ir�: 'r ry� r ,.1+ r. aY, �, _ u• n WI-71 2P • i, � � .�� r��M�� . :�a 1� �e� �)ittX ,$,} I I �,,.�` .Y dd'..r-.J" .._':`.,� '.:+_ �.,'•� 7 �5 1';., .• . ,: . - 1 r > r rd4+� 1 I�f� GENERAL NOTES - -- 1. ALL WORK SMALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES, AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 20 0 r0 20 ♦p e0 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY DO NOT SHOW COLLI -`-�' EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMLNSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT ALL LOCATIONS FOR 11N FELT I WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE 1 uich 20 it FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES '1��' T�(� �� t ��r. -�aa ! } -- LAYING WITHIN THE LIMITS OF EXCAVATION 'HALL BE VERIFIED AS TO E I' - _ CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS L�= PERMITTED BY LACAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE �Uglli.l � Q't � 101 `-' � � -- 1 M. I[k BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE _ c ``t ANY DISCREPANCIES DISCRE CES 3 EFFECTIVE EROSION CONTROL IS REQUIRED EROSION CONTROL DEVICES I>�c ' � !1' � ; �J) MUST BE INSTALLED ANp MAINTAIiYED TO MEET 1HE U.S.A. RE(�UtREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION Y' E► AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL 4 EFFECTIVE DRAINAGE CONTROL !S REQUIRED DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE ra, t r r PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY ?3 j 1 ` _*. - IMPACTED THE COVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL t ; TWO STORY BUILDINr ( '� a . •' �. ' .,� •'. .. .• � �� 6 -r•�•� T. /' o r -- )r 5 CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION �� \��\\,��` �� \\\\\ 1 `4' �� IMPROVEMENTS TO NEW FINISH GRADES 777 108TH AVE=NUE NORTHEAST + -___- �� VACATED S.w• MAP LEI_EAF STRLE T 10 ' � ?3 E6 b. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SUITE 400 \ �N \\\ \\� - Y _ F �' SIZES AND LEVELS SHOWN OR REQUIRED ALLOW FOR FORM CLEARANCE AND BELLEVUE WASHINGTON 98004-5118 \ "_ _ .-_. ___ _ _ -- _..-_ - - - - e FOR PROPER COMPACTION Gf REQUIRED BACKFILLING MATERIAL ' j I •3B SEE ARCHITECTURAL DRAWINGS •`' •' EXCAVATORS MUST COMPLY WITH O.R.S. 757 541 THROUGH 757.571 \\\\\\\\\\\ - I �° t FOR DETAILED PLAZA LAYQIIT - ;tx� �Y�� r ( 7� rot EXCAVATOR�S3 All NOTIFY ALL UTILITY COMPANIES FOR UNE LOCATIONS T 425 889 3333 F 425 82E� 9116 t \\ \\ `\��\\\ OR DRTAITEDTPLAZAURAL �LAYOUTS " G`� - ' Y� ' .f "V --• --- SEVENTY-TWO �2)) HOURS (MINIMUM) PRIOR TO STAR: Oi WORK DAMAGE TO COLLINSWOERMAN.COM ��\\\\\\\ E p? "'"� 5� UTILITIES SHALL BE CORRECTED AT THE CONTRACTi`' , FX 'ENSE (kiE CALL \ ` r , LOCATE UTILITY NOTIFICATION CENTER - PORTLAND MET-10 AREA 246-6699, 7Z7 .- . . > r> ' 11 v tMt 7o t� OREGON 696-4848 ` \\\ \\\\\\\\\ r ► T _J `� Y � -mss ' r.. I" ` ��\�`\ \\\\\\\ ` SID ` • ' i 3? • d' ' R'4 7 WHERE CONNECTING TO AN EXISTINC PIPE, AND PRIOR TO ORDERING MATERIALS, \\\\ �V R•49. 12 ly 4 THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIP: VERIFY THE \ s +/�,,, ��,\\\\\\\ �X # e ��... �. 1`• - � _ LOCATION, SlLE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES ,• 1 - ��. n 8. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE 7 APPROVED BY THE ENGINEER e 9 SAWCUT ALONG FACE OF NEW CURB LOCATIONS, ti' IN FRONT rx S �+ }, �•' _ "' i - EXISTING CURB TO BE REMOVED, AROUND LOCATIONS OF NEW CROSSWALKS i �� 1. ' ►, --+ `- „ s°, :' • 5 4?� AND WHERE SHOWN ON PLANS ,Y 1. r , t, i e o� •� I _ wX ••.• ��. �w ,: a ., U. o ,� 12 _ _ LINCOLN ONE •''••• �`�, •' 1 >1�. r` d l \5 3 11 36 11 • - 13 8 1 WINGED CURB RAMP, SEE DETAIL 4/C8.0. SrrE IMPROVEMEN 9 •'• 0FSI •.°a••••• •• r ;'.L'' ► : ? CURB EDGED CURB RAMP SEE DETAIL 3/ce.0 PHASE II G c ? I �- 3 NEW SIDEWALK. SEE DETAIL II .'•• . •� `••• •••. `• C , �� • 1 23 R-4• 4 CONCRETE CRO55WALK, 5E8 017AIL 3/C8 1 •!•''•►•• •••.•• ( E Rr14{S.73' 5 NEW VERTICAL CURB. SEE DETAIL 2/C81 •••• ••��. 7 12 - r 6. EXISTING CVRB TO REMAIN •••• Y Y s WA f�f 10 c___--•- `�',.• y r µ 32 �) ) E" S 7. EXISTING CURB TO BE REMOVED 'F S. NEW PARKING STRIPING SD ce ~r• °'`r� •••'••fit ' Jt'..r 5 R. i► r ♦ 1� 32 9. STEPPING STONES. SEE ARCHITECTURAL PLANS FOR DETAILS. 1, • •t `•a•aaaa r'�' I It1' tf�w _'_ J c - 10. PROTECT EXISTING TRANSFORMER • -__..___ •°a••••• •l llfl 74O� � 4? � 11. PRO;EC1 EXISTING TREE WIriT '- ' S 31' \ 1 • QVC F 0 R • ISSUED (,0 ^ 6 •'•.•• PROP�OSEO ---"' 12 R.� \ t IW O Tw oIXN -- 3 � 12. SAWCUT EXISTING AC. SEE DETAILS 5 k 6/C8 0 AND NOTE 9 A 11 ti 23 , 4010220 24 o -"` 13- LANDSCAPE AREA MA�'�` DA, TE QESCRIPIION r � \JY1 14. CoN('RETE PAD SEE DETAIL 9/C80 15 BF.NCH SEE ARCHITECTURAL PLANS FOR DETAILS -L_y � -�.t ;r`` „' _.t._ , �-� } G ', ! 38 r, - fy+ Jampt,f��f•t.r- kyr, 11 U 41 16. MATCH EXISTING CURB j t? -- t 1)0h _ - ,r i 23 nill ,Mn C� `Aw. � 4 17. RAISED CROSSWALK. SEE OF TAIL 1/C8 1. -ti VO ;.� UNKNOWN36 _ KIM - 19F, 1 I / 1 _- r~° - _ 1: 4`1 .1 t�'�' E� i' � � � 18. STRIPE FOR TRUCK LOADING AREA y _� 0 r p rp"'i ?7 r ' 19. 'PED XING' SIGN, S[E DETAILS 1/C8.1 k 4/C8.1 •� t DECI '� t, `'�' � � 1' - :�. .r tali 17 t yC/tom► �. ,� -y_Y tN 1 0 26 `R� r>rrtrro[d Zt�. 'STOP' SIGN SEE DETAIL 4/C8.1. ° P_ ' " 01 2S'- `' 7.14' 21. 570P BAR 12' WIDE WHITE PAINT. 19S G000 + �;J tNj7 'iTf 22. HANDRAIL/STAIRS SEE ARCHITECTUPAL PLANS FOR DETAILS. - t i I t1 CT r - nowt~ .' v r�b(E 1 ct '• 26 A 1 ; '� 1e 23. EXISTING SIDEWALK TO BE REMOVED7r1501 5 40 IT ,� 10 � 115 l'" _ 2 i BIKE RACK. SEE ARCHITECTURAL PLANS FOR DETAILS. � �) � SIA' �V �� r�ttt cX� + + e I 7 ° �) r •,w 36 C r`�`; 25 18' RETAINING WALL. SEE ARCHITECTURAL PLANS FOR DETAILS. i 44 S I 23 a 27 (q ° •,,� 1) �' 23 -- 26 WHEEL STOP. SEE DETAIL 9/C8 0 --- - ,c J' Of I 1J �� A • ; �' d'1• 27 1 27. HANDICAPPED PARKING STALL. SEE DETAIL 11/C80. / -; �, SC �•o • ;t u y, ►Yt , � C� e 4'' - �•-- 28. HANDICAPPED PARKING SIGN. SEF. DETAIL 14/C8 0. TTP. 51 �T 4a o ,• ' " Ct 29 RESTRIPE EXISTING CROSSWALK - 12` WIDE WHITE PAINT. ' I 1 • 1 Aw FIRST ISSUED ' ' I ��1 • '�j� , ?a 10 TYP, 30 'BUMP" SIGN SEE DETAIL 4/C8 t. 1-AST ISSUED r ' 11 It R T c twT ., as 27 31. 'KEEP RIGHT' SIGN SEE DETAIL 4/C8.1. DRAWN BY •y �,• ,no f y1� 76 . Logo/ 1 32 EXISTING CB TO REMAIN CHECKED BYQ r 40 ' t3 t� 28 ?7 33 EXISTING CB TO BE REMOVED 34. EXISTING CB - CONVERT TO AREA DRAINk kFIOCATE APPROX 5 FT NORTH - 1 _ � 7 it r �' 38tM£40 �� \\�- 35. EXISTING AREA DRAIN TO HE REMOVED 103,00 `♦'l��+ .1. L I V(.�0l_ I Y l 0 Y Y F LUL 11 '�` )b NEW RETAINING WALL '+• ! 1t \ P t �, �� 37 RAMP CURB - 4' ONE LINCOL d. 23 1t - J� , I Z 1i 38. 001_LAWD (SMALL) - SEE ARCHITECTURAL PLANS ►, �� -- •-- -.___ ____ .� __ _.-- -_ -- -•-- _. _ . _._. 1. __. _ 4_ _.. --- _ - --- -_. .___ __ _ ( .39 BCAA ARD (LARGE) - SEE ARCA ECTURAI PLAN- „ •..�'1 � (L E I T C f 1 R` ,. ' r G U� ?0' X 14,13' SAN1TARr SEWER EASE ME'N7 -- � L_ t • � 40 EXISTING TREE TO BE REMOVED 1EXPIR, 041 1 LE NCI, @0021653 6/23/1980 14 1 7� tib -_ _, ,...,. ..�. ._._ -_ __- _ -- --- 41. REMOVE LIGHT F(►IF O7. ___ ..._ .__ X 1. ' , 42. REMOVE AC PAVING _ _ 7 - 6 R -- - -�i ( 43. RFLOCAIF LIGHT POLE: MACK E _ n f -ST.bILC t v� 44. NEW C9 _E 45. D')WN SPOUTS Clvb c ' Structural Engineering ArChltnCturs 46. 35' WIDE TACTILE .,TPIF' •� Land UeInterior s 01% -1Mfp 7r•n•Norf•ticn Planning t ilI'� r 42 F- ---- n69Ci SW tlUnC'rDrl SI / 1n flow 69039nd.UD 91701 0010 LEGEND t /•�� ) ? 560 / X60 b9S'll Fox, 50J?7!''? C�Al4 t { ; _L • `rs, S ' PROe1EC;T tfll�ABEfi 0034 ! ' ,� 10r ,,a. �. l„'/ ( g 1 tll d El CONCRETE - NEW Al", PAVING 3 AC OVER 10'• AGGREGATE BASE ph"m SIM .32 E� AC O'J£RLAY - SEC C3.0 FOR PROPOSED AND Fxi5T1NG GRADES t � V SAWCUT SEE NOTE 1 k DETAILS /C6.0 AND /C6.0 �- - LIGHT J as �>�-*-��► -�--�._-a..rNw* t r t t t t tt ,Q , , 3U OVERREACT F 1 "a• Ir L=`y'1tt i1 ta'._�.r, !y...E•,��,.w T 1r r ,rtt."''r7_7.'i �( �_c�tl.�.Y.,.d.Tu,'t ,i,w ._F_r.�r,c. r"ts��r,=dr�'„.Sy'r"rs'71°_rt,a_t�Y.„;�,_"e/_sr.�6",�r.•;f rA_�e ,J,yy;1.+"►-'. •:.i'`,,r��--r,,r' -_- - ,� 't�'' ( , y �. � ��\ \• • • •• • • �r/j(/'/�}` -r- SITE LIGHTING �H71NGus 11SVA YAIv.Zt - - BENCH TRAFFIC SIGN _- _ !� 4� t 111 - i v • t arTE , .a. PLAN C21B j PERMIT RESPO14117-10-03 I y ,, ., ,_,.,..-Ht•^Meya+-..M+fA+Mi;I�,..raw$iaAY,-.,a•Ltktwhec4wrl , ,., .,,n•y ...,ay�kM l•_»,..,...,_..«»..., .,.r..,,»,.+rwerre_.�•..... - ..._.._.«.rwaw. r�.+d;�:I:( ^,fir' „ .�-`�.1�YsM'�Al�al Ni h' 7 ' � ,':'.'.r'•�'9 .:�` 4•t°::- .r ,. 4 „•, ,',y Tri.�;i'J l li!!il, :?',.�'�• i , .,tea y , . • �+,�r.Yt ..,/'u; �a,'P, „ ..q •,•. ;• .. t� 1 ttb 3�1 �1 J2R 4 - r ��' , / ',. .v ,....,' d, w..,,�f.q 4 -.. <„ �p[�y4.,.•7•G R-y; y. Y:.. _ _. w � *�"� �t� O .,... .., _ .. ...... .. ,,y -: A � ,1.iC�' f � ;,, � j "`''0`711%ri f,t• , UY '• F y�.��'r��'�41 tst'.Ja��kr�i.j¢� ,i.��,w „� y, r 'lµ yy { I R 1F � �,. ��"t �b 1 F C ,4 4,1'A.• '•-1., Y''F , S V:, v 4 a Io F �r A. `r P r t. :I • 2a 0 IQ ?0 40 80 GENERAL NOTES _ COLLI NS 1 ALL WORK SHALL CONFORM TO 1'HE STANDARD SPECIFICATIONS AND THE ( 11i FEET ) REQUIREMENTS OF THE CITY OF HE ST , CLEAN WATER SERVICES, AND THE ;;oN(' r"'r') 1 Lt►c•h � 20 fl. � , CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS CONSTRUCTION ---_� _ 2. THE WORKING DRAWIVI"S ARE GENERALLY DIAGRAMMATIC THEY DO NOT SHOW RIM = 207.36 T -�' - - - EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE IE 19,0 CSP OUT S 200 b PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, IE 10"0 CSP IN N 101 1 ` S .W. �, C- JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR g IF 1 "0� CSR IN E 2015 " SLOCUST STREET Q9 WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES IT 's'"8 ''Si✓ IN W 2016 I LAYING WITHIN THE LIMITS OF FXCAVATION SHALL BE VERIFIED AS TO LH CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS Rim _ PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE i n BEGINNING CONSTRUCTION CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE Rlhl ?0/ ly ANY DISCREPANCIES. z It" � � C•cr� r � :t14 I rr •, �.,_..,�., il) �-._._... ....�.....� {.} _.�.._r...•_r.._._._. .__........__..._..___ _.._._._____--._wt_.- ._. -.__.�,,..._....._. CONC _ 3. ER ..._.•._ ......_.,,.__._ _ _.....- _. r CONTROL CONTROL DEVICES t E _._ _.__�_-__ '= INSTALILED AND MAINTAIINED TODMEE THE U SQA. REQUIREMENTS. ,. �-�- I"-_' ...��,,;�,,,,_,_ ^•'•'"•-- ' �• • ••- •�' _�- _.,.�,,,, -'�-„�,,,,..��,. ,._. _... ,- :,.;.~._ ..._.__._...___._..__ .._.__....._._..... ._..___..•._.__ _ _.._...._,_.__.•n.,,...._.__�.. MUST BE JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION -- 208 AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. .�•�_,•__ _ - I �`A" 1 , <:1�� SiGN ,�" ,OEC 1 DE _ _WATER 777 108TH AVENUE NORTHEAST t `209 _._._. l` \ "�-' __^ -�1 ./. 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BE CONTROLLED -�J_;..._J 1TADLT� WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE SUITE 400 % _ PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY CLEC UEC 1C�7 EG :_; - . WASHINGTON Y r f \, 11_E - IMPACTED. THE GOVERNING JURIS.)ICTION MAY, AT ANY TIME, ORDER CORRECTIVE 8E L VUE 98004 5 L E 11 __•_� _ _ I \ \\ �' M1• �� r-- ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL T • 425 889 : 333 R 425 828 �� r` ~ 1'` �'";�' I 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION COLI-INSWOERMAN.COM `��1 C y>, I I \ \ u1 IMPROVEMENTS TO NEW FINISH GRADES. 26 ''F+M ' I ... /� G. SPAf•E_" '%' '`✓ l u• 6 EXCAVATION EXCAVATE FOR SLABS FA —• - ------�-�---�-� __^ VING, AND OTHER IMPROVEMENTS TO O� 'S �, �J SIZES AND LEVELS SHOWN OR REQUIRED ALLOW FOR FORM CLEARANCE. AND 7 ``� FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL • EXCAVATOR(($) MUS COMPLY � 'Tr •r I . O EXCAVATOR(5) SHALL NOTIFY ALL HUTILITY COMPANIES RFOR hLINE 7LOCATIONS VC(1MM[)N EA' SEVENIY-TWOTILITIES (72HOURS MINIMUM PRIOR TO START OF WORK. DAMAGE TO VAR At�"_,"IIDTH _._ _ ' »-- O. 79045910 1 i � r� �►_ � / o LIOCATE UTILITLY NOTIFICATION REC CENTER CENT �R E CONTRACTOR'S EXPENSE. (ONE CPLL E PORTLAND METRO AREA 246-6699, EX 14 ,Tp�/ � `• � �'"� �{` OREGON 696-4848). C8 SIPHON FC -~ ,I Q C 7 WHERE CONNECTING 10 AN EXISTING PIPE, AND PRI014 TO ORDERING MATERIALS, .f �, 1 .� THE CONTRACTOR ,;HALL EXPOSE THE END OF 1HE EW,TING PIPE. VERIFY THE SIPHON F FC C0 F 1 C Gam- (i goo LOCATION, SIZE, AND ELEVATION NOTIFY ENGINEER OF- ANY DISCREPANCIES d • t><-'-�� I / 8 REQUEST BY THE CENTRAL/Oft FOR CHANGES TO TNF_ PLANS MUST BE I 8"-(�;,P IN W 199.1 SIPHON r•y.. SEC ' ` j � ti ^•-•�.r•� ` r � o APPROVED BY THE ENGINEER RIM - 203.401 Ee Of- Cal 6 •° 9. SAWCUT ALONG FAC OF NEW CURB LOCATIONS, 6" IN FRONT DE(; 7_1C TNH •n ! �. �'� I EXISTING CURB TO BE REMOVED, AROUND LOCATIONS OF NEW CROSSWALKS LINCOLN ONE C® �� AND WHERE SHOWN ON PLANS �1 RIM Z. 203.53 r ( * _ V) SITE IMPROVEMENTS IE out E 198 7 I DEL \ D C �'' ' `�' PHASE II I{ 1 � I I IF Tri w 1985. ,\ a+=;,c�.■■ .�� , I EVER 2X MAX PAVEMENT SLOPES T f �.+ ....-��` 1' I �ly THIS ZONE -CONSTRUCT ASPHALT - __� I `., I ( I �� APPROX.- OVERLAY AS REQUIRED TO MEET -h I j ,OE" Or +.'``� - )THIS REQUIREMENT, MAX SLOPE ` ?'�J I AC OVERLAY I IN TRANSITION 6% 'll TRANSITION $-- F �'C t \ u 11 SIM ?.01..� � � r SIPHON I (IiBSTRUCTED CAR 51 RIM = 202.22 vi I 1 j Cr R �� • 1 � 3UED FOR • UL Af _ H— D 1. -...� DMH + ' i S MARK DATE GE5CRIPTION �..._._ EC CC' , ¢ I CSP(?? )`011 '9 - p 4 r ;I 8"0 CSP IN IS ti.-___.__� �.__,...I._..,�.. ♦ C �` D C iE 0 CSP IN 0 , 200.27 40 — JLL OF WATER RIM 2G 1 441 q /� ✓ /� �' 1 \` II 1 w RIM 201.7t) ' ' ►• y DECP-elUt, \ pt t I XC ca RIM 2 IGDEC '` °c•o n`' '_ � _......-_-� ---�__ c ....--• f' 4\ .r �} F LP C DEC tttlt ttt�M�tta I I o' T 8" CED EC aIPHON c J J,p RIM 198.96 FIRST ISSUED: RIM - 199 5,� R!M - ?-J � j�` ` ---' LAST ISSUED: C 1I 6'i OUT " '1 6" I IM 200.6 �J� ` ,I \\ DRAWN BY. L Hill- MATCH(MATCH XISIN9 N ( LL/jj -- ) F..._ rT C"1111 I ox 16 VY CHECKED BY: DE LINE SEE SHEET C2.2B o 1 Ke 1r r G. FXF'rkES: 12 31-04 Tr i) k I n . t i ,,ul ; I G R t,l MACKE Clvl Englneering Architecture ( 4 Engineering Interior Design Structural Plan Land Use P • Transportationnlnp larlllb� 0690 SW 80Mrptt SI / PO Root M039 Portk nd,OR 97201.0039 A- TeF 503 224.9560 / 360 6S' 1879 Fax 503 72/.186 4 GM PROJECT NUMBER 0200.34 LEGEND -- , CONCRETE NEW AC PAVING - 3" AC OVER 10" AGGREGATE BASE �V TRUCK LOADING AREA SAWCUT. SFF NOTE I do DETAILS /C6.0 AND /Cfi.O kK� - c-- r OVERHEAD LIGHT P Q Q SITE LIGHTING 1 BENCH , TRAFFIC SIGN -- 24Ci --- - EXISTING CONTOUR PROPOSED CONTOUR r PROPOSED SPOT ELEVATION SITE GRADING d AND UTILITY I e�Y1t. ' PLAN - [ q L rH a • C2.2A r I° k I/ 4 Y ;r I RESP �N �' 10-�J3 114 .M'sW�..rNr.r,..r,.e_.r. ... t. w ^ne.u...w�wlR.+w-...w -..,......,,..,...Ml.rp r.. •ry..._... ,uw ...w%........ .... ......r.—. .. M wr 6v M1• .w., r .'HM. 2^)' ,p+�f+ .. �.. avlYl.hn. ,•. FIwW �9unW11'•" 1Y�M�11i �„Mi -v ea.- 1. � , w'•n�. .Mwr rn..wrwrs 1' '/W '*�YE+ ,..i:.AufcrxJ.t.1.r ,s�tf4..l/stl...r.�.,Ir':hp�,l,'Fa•;?d(.Y>ai., .,. .,, . `{ ill�lll;'II11fi':illii"ill jll :Iillllll';111 Ili.NM t•I II WTI !1 ! IIfIIU i 11.;!II L'li'1! I 'II" " I I I II . I I . I I IILIIII 111111111 .t111(Illiilll!11'�1 i:ll!!'lli'Illl;illlllll!III II IIItII II; � . . ,t •f � • � i I ra is Ia tb 17 IP. !a a'o al za 23 Y� 2!9 go tt''I 2B a'q 30 + rd p IIIIV,' .I y_. R y ti QRAC�INC NOTES 0 4 �l 1J BRING ALL FINISH GRADES 70 APPROXIMATE LEVELS COLLI N 1 g��( INDICAT8 WHRf GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS L - GRACE OF ADJACENT STRUCTURE, GRADE 10 UNIFORM LEVELS OR SLOPES m ( IN FF.eT ) M A�� w'� �, � SHEET� �n BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID n I Inch 20 It. 1V G. ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF ----r --Y---- r-•----- - ----•-* ^-•-- CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED E� I C ,1 DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN. F' /`\�•, , ' VAULT i;i VE�� RI 2UO.1 10220 AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FUR THICKNESS F\(_7�n�� 7--.•T7-T7-- -�'-r - R BACKF;LLING BY rte - f'7_ /- d IE. (,BJP OU 19�. _••_ _..._ ._..._. ,..._ ---- '---- -- ._..... __-- - - OF SURFACINf, MATERIAL. 4 � I L 1 ___.t.__ _ _ -,� H A ;ISH rHAS BEEN COMPLETED, RTION OF EFILL AND AND COMPACT AREAS WHICH 3 C; SIPHON ()EG �-. - HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. 1 �� GRADING TOLERANCES RM 2n0.5. ( � �' \ �., ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 301 FT FINISH GRADE PRIOR TO PLACING FINAL SURFACING t0 03 FT -•. ,f-r- , ( 1 ` - �� -- ? ANO LI EXCAVEVELS ATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO Z <� DEC I �' r`'' i•_r 1 OR PROPER COMPACTION OF REQUIRED BACKFILLING OWN OR REQUIRED RM 0 ERIALEARANCE AND EXCAVATOR :, MUST COMPLY WITH O.R S- 757.541 THROUGH 757.571, lK` EXCAVATORS SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS `A� u _ 72 HOURS MINIMUM) PRIOR TO START OF WORK. DAMAGE TO YYO STOGY BUILDING _ -. _.� e;� • �. ,j �`I { � �' - UTILITIES S nU. BE CORRECTED AT THE CONTRACTOR'S EXPENSE '--' 777 108TH AVENUE NORTHEAST `\\\ �\\��\\ �\\\\'\ VACATED S.W. MAFLLL�AF S1h)FE ;� ' I °° r, } - - 3 EFFECTIVE EROSION C��NTRoI. IS REQUIRED. EROSION CONTROL DEVICES SUITE 400 \ \\A ��\� \ \ \\ [)MIS •.* ' -*c MUST BE INSTALLED AND MAINTAINED MEETING THE UNIFIED SEWERAGE AGENCY a \\ �\ \\ UEC _ ._a_ REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME., ORDER BELLEVUE WASHINGTON 98004-5118 ��• �s\\�\\ \\\\ \\ -_ _ RIM = I97 81 1 r:- -- -- - " `--- --- -- -- **- - - "" - 1 "` CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE G z i \ _._ _ - _ ._ ._ - ...._ -_ 41 , T • 42 889 333 F 425 828 9116 \\ EROSION CONTROL- \x If. 18 6 L'�F• OUT N 189. / o E: �- s''`�� S. ° %# -�--- ice' .� ' COLLINSWOE.RMAN COM IE 8'a CSP IN E 190.4 ° ° _ _.-- 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE IE 1_8.0 CSF' IN SW I89. °o �/ ° :.4: CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT SP ° ° / _ ' i1� ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING '- ----' -'-` '- 0 �,� r SYSTEM ARE NOT ADVERSELYIMPACTED. THE GO+/ERNING JURISDICTION MAY, I O l-�"-amu �1 V 7 _ AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO / !'' •-- ACCOMPLISH EFFECTIVE DRAINAGE CONTROL.. _ r o .•.'�' - - - - \ \\ 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED , \ v� FOR LANDSCAPING. I n 1 �' \ r-- / a ' i 6 THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SKEET ! �'� WA \ 1 IS BASED ON A SURVEY BY ?????','???????????, AND IS SH01MJ FOR Q t i1r • ' REFERENCE ONLY CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ��!� ; 'f �+ •� t , 1 -- WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. y.^ �, :� d `' �' ;' 4 _� ' ___ ' �° • 7. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE W11H ARr,HITECTURAL ' ' , , 1 / r + - W. i -- ---- PLANS PRIOR TO CONSTRUCTION +cA, /Q('N x8.14 ,' __. �- b•0 �F' W _� \ y 2% MAXIMUM SLOPE AT ALL HANDICAP PARKING SPACES. % I j , _ �= 9. 5% MAX SLOPE (EXCLUDING RAMPS) AT PEOFSTRIA.N !,IDEWAI-K CONNECTIONS LINCOLN ONE O ♦ i 1 BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES. /.� SMH SITE IMPROVEMENTS RIA! = 196.90 ____._... PHASE II I O 10�+``•.o�,�- i ` ` �``,,;DEC 01 ' r// IE 8"0 CSP OUT SW 19U b •• `. t9 18''0 CS, ft SW 1 / IE N 0 CSP IN NL 190.9 IE 8"o CSP IN E 190 85 \ E! +++ � •++� ` r,- 17"0 CSF' NS Ib + •. ++ - - -� -�f1--6 ,t'.t _. X01 • 97' YMT Q8 1"M 1b t 70* DIC �, ...r=�''!I:� ��as • j ,,,,�-�" _ H \ g'DEC COLN ISSUED F" O R DNC` N, 4: 1 • '1 --________ 114M .I 194.93lip t -.� RIM -_ ,E 6"0 OUT N RV 19 91 F ARKAU TE DESCRIPTION 204 IE 670 2 6"0 OU !JW 1, . ! % 1 4 ` e"-�-.�•+i' �_'�"r- _ � 1 `I �.[�'j��]r/��'�.� 14-r~ Mf` 1 \ y ` ` ` J) l•• ' ... .....�..�- �_ Ne .�,�" a� - _� I.4 a r `' - ------ • ' TW 17:. ! {y _,y,g its `+. T UNKNOWN TYPE i � - - - il7tI PAD Fw/"" f 1 ,• ,C ` ~1� RIM 196.1 -" ,`� I I.a qtr /� �T��61E "� < - 1 DEC I X000 Dtk 1 .- •----- -� _ `� D i • �� I � NIn 0 TRUDr I j f-.1�r �'_ �\1 �� i / 1 -j ri_c:.1L.IJ r�•�!.rT.Ir 1 �' , A._ _ ,_ 'V' �- 000 �y /U ' ` ,"��'r 1 1 1 �1:• b o°sO ea 'f'f. FIN l�YJK� -�-• it 1L ~' `�l> ♦ 9 % i0 / f o • °°� o a,� a ":•� 4 f.LE 01.25' ` of Rt ° if 1� r''' 1�5 -_rte_ter_ . _ r-• - " (ENTER _��... 1 , V,y��__ 2 PiCN, I r:.. ^ rV 194 ; , TAOLt - ALL `j6 q►, �" M,Ha C.NI, ° Y c 744 _ n , RIM r. ( OAJ � I FIRST ISSUED: '' r LAST ISSUED: I RI 195 1 '•, o N ( C ►�;, �� v NI !` Tt1JE) CURD ` CHECKED BY M 10300 gl Lt7 - ' DR EN �..I N 1.•O� N TOWER CEDAk\� � �,- ONE LI NCOL 46 _ 0' X 14.9' SAN11 APY SEWER. EASEMENT -- �� ~� j� 0 RES Tz J1 04 MOVE EXISTING STORM DRAIN EE NO, 430021653 6/20/19807ND WITH CLASS 50 _- __ .- --_ _--- -•- -..- - _ 1 - _ _.. OR USE UNDER BUILDING SECTORAh m v _. _.._ Civil Engineering Architecture Structural Engineering Interior Design co _ Transportation Planning Lend Use Planning 77 7 14 f � SIPS' 0e90 SW Barxroil 51 / P0 Bol64079 PUrllarxl.OR 97201 0039 r• p Tel 501 224 9660 / 360 6195.7879 lar 50122A 28S , r 1 _ LEGEND wk QM PROJECT NUMBER --- 020034 -- �r i (►�' 76{ IWOOF Rsl t9t. .,` A EO LQCATI OF \ i CONCRETE Tl n_. v PhflNII1G S1Gf ; ' NEW AC PAVING - 3' AC OVER 1(1" AGGREGATE BASE ---- ---- °� ' EXIST C S'fORT�I�DRAIN, v �7,y -_ ___1 2_ _ `�'�'"--_ ---•_.__-"' x,92, � CONTRACTOR TO VERIFY. - - --1 19F - - ,r 1 AC OVERLAY --- SEE C3.0 FOR PROPOSED AND EXISTING GRADES �i - --- - I r l�1.-a4z* / s r.dz s ♦ x z'ai jh ^` r T•• _._...,....__._ •-,._„`• •\ �- / o• . '♦ , awe•1 , _ _ ' _ ` r SAWCUT. SEE NOTE 1 Ac DETAILS C'6.0 AND ('6A ' 1 , I vy,•' -1, I y I ; �i 'pper � .::._,.. y rk= OVERHEAD LIGHT y-r-�--r-7 ♦ -•"-7. _ ,dr .r•�)✓'' .fri tIKW SITE LIGHTING .-Y .._ 'd''_al „pr acrl 1 VALVE. n - �__ t i_ •a �,,!,h► " A � \\\ C'�1 BENCH Mm ---------- - TRAFFIC SIC ` EXISTING CON TOUR RM IR9.37 ! J . • t -~�` 9 I I I J i `° l Q- PROPOSED CO"TOLIR �• SITE GRADING �� \r _ .__ _. �t,°�__ _. . �,-. , .•, . -...-r,..•,.r,r•� .�-s�� r r• ,[ a ` DRAINAGE COURSE-/DIRECTION PROPOSED SPOT ELEVATION AND UTUTY r • PROPOSED DOWNSPOUT PLAN 1 t v 1 I • FROFOSED CIEANOIJT 11 1f PERMIT REor "'ONSE 7-10-03 , A v• 1Q 1 1 -� OIYQ.1.•A e� 00°al. C YIL � a •., ,PNOC i.' „. r. .. ........ .. .. «.n., ._ ..,.,. r.... -....; ,..: ,,., .., .._. ,n... .... ,,.±n1716kt^;'"" •M17"rsn...,,••,..•r^+M9WtnW. ,., w ,,,,,n,•n. r+.•, ..+._ .:+rw,.rs++Mw�l�'MOk4tN.u• v�.•..wgMPaas .••.r+..+wrs'�.'rsMwrM71+r11rR - ,.*`d'•.�N!•✓i�Mrv�t^:Le 51�+�''.�1 t,a... ..• ':r,. ... --.. ' •-,n+nn, , _ - ,, � YMkk{irryuA'i �. ,}K,Mk1i ,. ,.;,(,w,i. , •"..:rx„•:,»v,•.�, ate..� .._.n,�� ;w-.�:.•,•.n :{; u•,. ,, ,I•I , . n ., - .. .,w.ra,<n ,:",Tien �.. it,�:: .;.P ;r. ,.; -, �' -..:. ,. . II ,,, 1 f , .1 li I.., I .- .. ,.. ., :-_ .ri,°y .�......dfhN...�;`taWf.� .. ,. -.,. •._.I,¢ s.t: r. : / I I. ! •I 11Th III iNi I!11;, JII� L.! ! y :,:., ,.. ��[�'�' I iji, ! I ; I I 1 Ii•IIII n ;l!II'Iiul!I t IRI! t ;f I Jllnull I('I 11 I !t` ,, sAWI., P llilUl•II!IUI II fil�il Idwl of tit I' 11 1l 1.'9 1�1 , 1!t 17 1`+g 19 '�O 21 22 �2?I 24 2B Er5 l27 ^a fD 2Ig 3'O , " ';• e - :�1 r ,'Yea. '4''li�! Ir�,N!3, i � c°', -h`'.!':,1 kT•wr ,� i .. . •- . „! • 7`7.r'`It7�h4�t�'-y��Q tr FV 1 r I b � a •' ' c4 1 T , w+4l l Y Jt 4' r ,+ 1 1 , 4' n N n! I n :pi f. 4f,1' y ,,J.�,eu V. ,Y .• Y l.q;[: 1 .:� L. 1. '�,. '•1: -•^ r - . . t�P:.7.%I....et`kr_ .ksL,.�,• 4f ;i!.ar..a.�}1�.:>•w:��h�M d+.adl2+}i�r.��4��.•.�.3,. :,,5(..,d!!?t_.: ..',�1:.s .::..:r„'`.�.et�e�+;ukc,Fsl '�y.�il:`�_ ..:.:-.' '' y . l 5.; q • f TE TAPER CURB DIAMOND PATTERN COLLI NS ' uRb STAMPEDCONCRETE f Cu Rb TRUNKCATED DOME SURFACE SEE DE I AIL 15/C8 0 ■T� CURB RAMP 1 12 MAX SLOPE �- TACTILE WARNING ISURFACE - -- — —.SLS�11l2�l.A_8 �r DETAIL 15/C8.0 I" -- - 6 _ 5, -�___________ 5,; RAMP TO BE FLUSH 6 T D EDGE 6` �" DIAMOND PATTERN WITH PAVEMENT 6' t/4RADlUS r" + 1' RADIUS LANDSCAPE , ' / `STAMPED` CONCRETE SQUARE WING CURB MP - - I F PAVING SECTION �7 t I - 1r:.4' NOTE: a ; ' 45TAMPPEDP CONCRETE 777 108TH AVENUE NORTHEAST ' (�, CONCRETE SHALL BE 3000 A v A SU'TE 400 _ AS NOTED_ ON PLANS_ PSI AT 28 DAYS. 6 SACK • FINISH r^Lltl MIX, SLUMP: 1 i/2` TO 3' :r TRUNKCATED DOME SURFACE BELLEVUE WASHINGTON 98u04-5118 I • V1� 2% CRO- �" �' SEE DETAIL I5/C8.0 "' PE ♦ I TOOLED EDGE. EACH SIDE �� y• ',• � ,i , ° Q �" T • 425 889 3333 F 425 828 9116 ' � -ROCS(( BASE COURSE SMOOTH TROWEL COLLINSWOERMAN.COIIA - ^ 4-f ,. SEE PAVING SECTION —"' F WISH - — `- COMPACTED BASE CAST IN PLACE- I B LANDSCAPE (►'i — rl !— i. i Iq CONCRETE CURB I•r — -a.ti I 6' 4' CQNCRETE WITH CONTROL JOINTS AT _ �� b• CURB ~SLOPE 1:12 ��-- SLdPE 1:12- CURB FACE 5'-0 O.C. AND EXPANSION •IOINTS AT VARIESTAPER CURB 20`-0' 0-C. OR AS SHOWN ON PLANS ,. -----� SEE PLANS SIANQAKQ WING CVRB RA—E— P1�� CONCRETE `NDEWALK j 2 CONCRETE -VERTICAL CURD 3 CURB RAMP � 4 HANDICAP CUFtB RAMP ca�o — — — N.T.S. gra. C N.1T.S. rr.an � N.T.S. �Q N T.S. Va.V t , r NATIVE. BACKFILL LINCOLN ONE g' / COMPACTION REQUIREMTIONS ENTS) SITE IMPROVEMENTS i RErtOVE �.XISfING AC r-- PROPOSED PAVEiAc'NT AREA PHASE iI • SEE TYPICAL PAVING SECTION REMOVE 6' OF EXISTING AC LANDSCAPE AREA PAVED AREA SAWCUT EXISTING AC PAVING I 1 SAWCUT EXISTING AC PAVING AS SHOWN ON PL-ANS / �� AS SHOWN ON PLANS 28'x2" CAST IRON (16) h'• HOLES EVENLY tL OR WELDED GRATE? SPACED AT BASE COURSE � EXISTING AC PAVING TO REMAIN I / EXISTING AC PAVING TO REMAIN HINGED TRAP (1' MIN ABOVE INVERT LLEV OF OUTLET PIPE , CAULK PIPE INTO HUB PAVING �r 777 t 1 Itr�s `tii> 11'iY� 1 4 f' '� � ��,. \ 1'-0' GRANULAR BACKFILL .S/yEE� SPECiFiCA710US FOR . ` • 7 c 4 7 ; i .;Y COMPACTION REQUIRE.WTI;) - ISSUED FOR • J 10 CA STEEL ALL, WELDED EXISTING CURB- - I + I -" - I -I j ISI I��I f - - CONSTRUCTION ASPHALT �I „� � Q !cc��.G�• MARK DATE 2UCRiPTION 7 -Lll; Ui b EMULS" COATED INSIDE TO BE REMOVED AND OUT (24' SQUARE OR : ,� b,1 '✓f�"rr r" ,- 1"-0" GRANULAR BACKFILL INSTALL NEW I ROUND.) r'�rro�; n''ti' .,�. (SEE SPECIFICATIONS FOR - CURB AT INVERT N r r o•° COMPACTION REOUIREMENTS) {� •� ELEVATibile --- S�OPE AND I.E. VARIES NOTE:_ r - •�- SEE UTILITY PI AN FOR PIPE SEE PIANS 1) MIN. 2`-0' COVER ON ALL PIPE IN DRIVE AREAS. SIZE AND TYPE (MAIN PIPE) 2) LYNCH TYPE CATCH BASIN OR EQUAL _ s SAWCUT - REMOVE EXISTING CURB a SAWCUT - INSTALL NEW CURB ( 7, CATCHBASIN e UTILITY TRENCH BEDDING AND BACKFILL ----C&ON.T.S. '� KT.S N.T.S. r .,:L, w o N.T.S. �.� LYNCH STYLE p1AMCIND PAT TERN ---- i STAMPED" CONCRETE DISABLED SIGNAGE PER ;� ,_ pROViDE TACTILE TATE REQUIREMENT E DETAIL 11/C.8.0 / j SEE WARNING ER2A.D.A •\ ..1 ? REPLACE EXISTING • 18` WHEEL BLOCKS. GRATE WiTH CASi IRON, hjy�lMJSEE DETAIL +• ~ PEDESTRIAN GRAiE >�l K NEW LANDSCAPE / ��I ^'�, � ASPHALT � AREA i 4 REBAR. 1Ei' LING �+ . �- INSTALL. RISER TO RAISE fr�, FIRST ISSUED: RIM FROM EXISTING TO / 2) PFR WHFEL BLOCK ` 1 �0 LAST ISSUED PROPOSED ELEVATION I PRAWN BY: PRECAST CURB STOP AS NOTED ON PLANS 1 MATCH -/ I FLUSH WITH AC _.____.- N j-•s.----- --..__.___ -- _ .-----------•----„mow-Y CHECK / TAPER CB,Q ED BY: 2% CRO _ _ _ - T EXISTING I / _ CURB � --BROOM FINISH =•-1�-�-- j ' TOOLED EDGE EACH SIDE ` \_ / / t 4” STRIPS EXISTING AC TO i I DISABLED SYMBOL. i - -- • , •• : .--T i BE REMO I _ EXISTING BENREMOVED PAINTED PER J // AT 2' 0 OC TY? m \ I+n OREGON LAW / �� j �� - _ =�; I SEE DETAIL 13/Cr.O 30' 1YP. 7` tell _ �. F+.— -T N . i COMPACTED BASF % X� I C -_ ATTTSSCH , f es' '4* ' BASIN I i' 1. All 151SAEiLED STRIPING A_ --- - CL T� , )ON /� AND SIGNAGE TO COMPLY 3' WIDE PAINT `� 4 CONCRETE 1411H JOINTS, AS SHOWN ON PLANS ,t\ i . STRIPE TYPICAL �t ? WITH ORDINANCE H 7T F• t!!�r - INVERT ORS 447.2.3.5. - --- � 1 J �� / ) 2 DISABLED SIGN TO BE - ELEVATION ( --- PAINT STRIPE � ' AVAN ND ACC BMOUNTED E CENTEREDCS i SIDE FOR 6 [XPlitES: 12 J1L 4� SLOPE AND LE. VARIES ka,TE: 1) MIN 2'-0- COVER ON ALL PiPE iN DRIVE. AREAS. - -- ---_ 1 -. 9-0 �TYPICI!V.) j •„ SE_Pl.ANS_ FOR STANDARD DISABLED - --- SU• SPACES. ..�-- 6 ____.---- CC�NCRETPAD - BENCH AREAS _ �� CONVERT CATCH BASIN TO AREA DRAIN HANDICAP PARKING STRIPING H__ANDICAP PARKING SYMBOL --_-_- Ca.Q C S, --'__ N.T.S. TRIMACKE NZ I E , cca)dN.T.S. C:S.O N T.S •" OMt•e Ing Architecture 4`F Structural ErVOwering Interior Depign s.. Tranaport.tlOn Planrlinp land Dae ?Ser:t-C zl 0690 S W 6ancnYt S t /PF)&1x 69039 Po r f k2M4.Com' 97;c)! iel 503 274 05K4 / 360 695.7879 to)( 5+,!1,A e _3 "� GM PROJECT NUMBER 020034 .063' ALUMINUM SIGN PLATE �_ __-- � ---- _.--------- ��__ -----_----_-__ BLUE BACKGROUND 1' HiGH 40 041TE LETTERS AND BORDER, °"""'c"""orr .1 otsw A MW7 M&Y BAKED ENAMEL "WAroy l�Alt 7p ~ rsrsq tow i !fA FI In Mal tYK ,K rll iMJO 1wY• mq#I,oil, VAN ACCESSIBLE (WHrRE SHOWN ON PLAN'S) \, ►- 2" DiA. SCH. 40 GALYy0412ED - _ 1 _ _.. }• D---{ PIPE P GLEDDEN q F 90YY47� . . . r •., �.....,,. •�x.= ____ - -._-_�-----� Vii: ea„r+, z �,/�r - E 3!!"M 1 7/ie D fir a ..._ _ : _ WE. r 00me" 4 04J INN F{fOTHVG '� TRUNCATED DOMES {{SEE NOTE) 111rvrn DETECTABLE. WARNING 10 12.%", �^� „+. a PATTERN DETAIL -.---__-. DC 1 AILS n � T LOCAL A `—"_-'- TRUNCATED DOME DETECTABLE WARN TEXTURE IN THE LOWER !3i CUM ZI' OF r;,F'ttr m DIA THROAT I VRAMP F COLOR 11FARRAN T{Z El ING, IN� PAT IN ONLY AS S140WN IN Ont ^s�' C8.0 l ;k';j e1 1 �M1 , �r q r � +..+.y.r.w. A MWACM M iI tt b�! 11R R..,,S. i - .r..rrr� •,�rur. +..r..�.•,•.••eAffm •r - - 'rw.y..� .—, J 'Y' IY i Oti�fH0Y1L6 3 r 1 1 ^a' i S • A 'r' 1 i I r . PE SPON 7 10— p RMIT RE SE 03 ��r�'T��R'1'MJ�'.iM1ia+k•bF:rlirs�+.�i{'�`i�R'+n �'�.I� , �,:1�=...,,,.o„rsr+-..,• _- .. .... ,..n•,....v-a..•u.w.•,... ., ,r .br-.: ,, .. : ..,. ,, .:....:. ., .. .. ... .. .. _ .'rt. ..••.. «w- .. r —, ..,.. ...., -.r.a. ,« _c� -.,.,...... r.. .. _,..... „,w. .,Y.N..w,r«w".•:..a'r• ..,ywsll, .o.:.IMMMIMpwC.r•n.-~.- .. ..w..„wa.».-_«.. _ ....,.A»..,._.. .....•.+.. ..,,,rwe. ... >",: rW .I ,,. .;:' ... •, .. ,., ....,., ,. < .... ,.. .. ^r. 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LINCOLN ONE SITE IMPROVEMENTS PED PHASE II XING SPEED TABLE rYRAFOR ISIGN STOP NOT TO SCALEI __l 1 tl n n n _O ] R1-1 TYPE Rt �\ R4-7 (TYPE W1) OUT" I I I I I { E • ISSUED FOR - PAVEMENT t 1 1 1 1 _I _—_ \�.� MARK DATE DESCRIPTION -- SIGN 1 DETAIL\ -- --- ---�-- - �- - �- - -1--- - ,x - - �;� t� ( /1 SIGN /2) ------ � 0W H TRA b'-0' ADVVIISORY�SIGNUR. W/0 21'If21' DEPTH AT EDGE -�� _— SECTION VIEW "B— B" /aSIGNS _ -__ -__ _- - _ - --_--_-_-_- _ -- C8.1 NT5 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. T. FINI:iH 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. 5 ,1IOINTS -CUT THRIROU H NEW SURFACE TO EXISTING CONCRETE SEALANT FIRST ISSUED: LAST ISSUED: 8. SPEED TABLE SHISLL BT. CONSTRUCTED OF 4000p-i CONCRETE, HIGH-EARLY STRFNGTH DRAWN BY: CHECKED BY: VEXPIRES12 200if PARABOLIC FLAT PARABOLIC SEE SECTION VIEW "B-B" 1• T NEW CURS �. MATCH —� t CUTTER 6 p �fVf A G K N Z I E EXISTING AC HATCH • �' '- �` J, EXISTING AC 11 �y�� Siow EnywMllq ArehK¢1m4 _— �l�.J. •I - • ,O&WcoRTC SI'E�D.TAKE' • __ SYII[Imel EnyrrwMq Inl4rbr Dnlpn TOWIINr�el-W-n PMniq I.ArW lbs PbmYp bt 50114 OSLO I ]50 RIS in F.. 5037)0'1!5 SECTION VIEW "C- C" 1 AC CONCRETE - COX)sW vc rtl sll nSa eK o OI,Kpd CP > al oa,o 6*6110 mANSITITION (NA PROJECT NIJMBER 020034 NOT TO SCALE .,AM SEE DETAIL 2/CAO — GENERAL NOTES_: I_ 1. AppPPEF Iii CONCRETE WM FROM EXISTING SIDEWALK TO TOP OF TABLE OVER �} EN IRE B LENGTH. 00 1! T EXCEED 1:12 SLOPE. ' $AEE fJ 2, BTIIMCTHBU SHALL BE CONSTRUCTED OF 4000 PSI (.'ONCRETF, HIGH-EARLY 1 THIS AREA SHALL BE 4000pN CONCRETE. 4. X y,N-CUT THROUGH EFW SURFACE TO EXISTING CONCRETE JOINTS - FILL Vi#';< "E 5 Ao Y E S MAIN SEALANT l 1 Tv4 r1� T 1� 1 Jyk� 4 pxi >r6 Tib IT $ti� ,� �.' I i'•� h3 v°a zr' , s a DETAILS 30 RAISED CROSSWALK_— SPEW TABLE C�&I1 i' , '•I C8.1 M. . . PERMIT RESPONSE 7-10-03 •.y is i � is is a re w - re zo z_.- ... � �,. . . . _.. ...,... __ w�. . ... .., ...., o_ , ' n L1�IDILIIT'7��' Cfi I°lun lynll n6�d I i I p Ipl«jltl a nli I.i .i i -. i i zz za zn z'� 2'11 21 .R If 1-• i ' '4 11 . ^ T-' 30x �L� r °,' I ��a �i. .. o.v'R,,"l9iC`'w�n Yr' ` YxFF AF '�f11. Ru`l 'Idsh6Y:A4, a v f ". . .k �' :ttiaa " . r , �. ` .4. r v. °ir1dA"ia+a.:s�ixi#..ws_ruia'-oira' '�..Ai;i��'SY`'u' r r _ Y F T C i% { II PROVIDC 1 I/7' MIN. _ 509MiG .JOINT CAGH CND ( 2 )Off' LINKT*M -� SAL WL04. �.- =YLI+ A►. _ 1=- k V!'!RG'O 26 SAV 5/!b' COLLI "111°1°1""'LiJG*01�OTi+3Jt -__.____ . � -� __-- - voRcaR tt�,u� �ASTt� NS TO ,A15T5/WTN (5) mx 5rw i'-0' 0L. 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T • 425 889 3333 F • 426 828 9116 • t ► / i ? - i =L F #"SUPPLY COLLINSWOERMAN.COM 45' C*0 MFN Y'4' • • _ LGONWI?�TO HF III' �— �._lL=Jll= I --- , •- - -= __ Il_ •. ,. - GONG •1 11_ - (�— — — - �..• —_I — �� I- FaoT1NG � . , I_ i • 71• 1— s -TI I--�— j— 1-1 . •, �' f;� - ,�I_ •_ (2) 14X Gowr" A • I ,4— - . , r • , __IT(=--Ir' . ,', �••••- I . . ,• •• • - �I I -T�. --I !-f7!-7fS-II�1-!—!I_IIL_ �c• --)r"�e'••Ir Yl� QFILL lot- _ cowc -�� = I. ll --�1=wIlI�—� ►I_ _ I IT� — _ --1�1- ��-CONSTRUCTION JOINT C3'1 SEATING ELEMENT (D2 PLANTER DETAIL �' PLANTER DETAIL 4 1 V2' = -0' 1 1/2' • LINCOLN ONE SITE IMPROVEMENTS PHASE II GKNER.4LAL_NTUM:_YTKS ADMIX TU : AIR EN DRAINING AGL+N'l ISM CORDANCE WITH ASTM 0114 AND WA7 FR . -REDUCING,ADMIXTURE PRIMARY REINiIORCEMENT, 1'1M S I IRRUFS � ,?SPlk.l►LS 111" -STRUCIUR - - CONFORMING 1'O ASTM 494,USKD IN SI'Rl("1 A(Y'ORDANCV WITH TIiF MANUFACTURER'S RF('OMMF-NDA1'IONS, (;CHEF TtEQUlRIt111>CNTS: MAY BE INCORPORATED IN CONCRETE DESICN MIXES. AN AIR-ENTRAININC AGENT CONFORMING TO,1S TM C261 CONICRF:TL ACC[%MES: CONFORM fO THFUNIFORM 01'ILDISG C(IDF.,IW EDITION,AS AMFNDFU RI1-HF.STA 1'F OF SF14LL BE US11 IN CONCRETE MIXFS FOR EXTERIOR HORIZONTAL SU'RFACFS EXPOSED TO WEATHER. THE NELSON HEADED WILD STUDS SHALI BY Al 1OMA 1'1( 41 LV WEI.DF.D WITH THF MANVFA(Tl'RFR'S STANDARD ORECON. AMfWNT 0;ENTRAINED AIR SHALI BE 5•',•I',BI VOLUME. FLY ASH IS•,MAXIMUM BY CEMENT WF,H:H'f. EQUIPMENT IN STRICT AM)ROANCE WITH I Jif IN kF1 ONMFNDATIONS. DESICS CRITERIA. ('ON('RE'1'F SIUNGI'HS SHAI.I,BE VERIFIEDBV Sl ANDARD l t•DAV CO,%(RF I Y F:XPANSIION AN('IK)RS SHALI.BE"SIMPSI►N N LIx:K ALL"UR F:NGINEE�t APPRIIVEU EQU11'ALEyl'. kfs N WAS BAS[11 ON THE STRENGTH AND DIFLIiCTION CRITERIA OF"1 HE 1"71;NIFORM BL ILDING CODE. IN CYI.iNDER TESTS PER ASTM CA.AND SHALI.BE AS FOLLOWS: ADDI11014'IO THE DEAD LOAV.1,THE FOLLOWING LOADS WE.RF:L'SED FOR DESIGN,WI rH LIVF LOADS kkDU(1.9 CONCRETE EXPDXY A"'VCHORS SHALL BE INSTALLED WITH"SIMPSON SF,T ADHESWE OR ENGINEER A!'PROVFD PER UR(': FOOTINGS:Pc-2,40 PSI AT 211 DAYS:MAMM(IM SLUMP J"PLUS OR MENUS 1". 1QUWALENT, • ISSUED FOR • NOW: 25 PSF SNOW(*SNOW MPT). W'ALIS:Pc-4,It'►1F PSI A r 21 DAYS:MAXIMI M S:.UMP 3"PLUS OR MINUS 1", METAL 1: ALL MIS('CLLAN[OLS S•rtEl•:AS I'M A.%f f I K,III PSI)IN LESS NOTED 0I'HKRWISE. MARK DATE DE CRIPTIQN- AIdAW'ABI.F 4011,BKARIN(:PRESSURE: 2MI0 PSF IPFR ORIGINAI.ST.Ri 1c rl'RAL NO I'F SL SLABS: rc-4,1111 PSI AT 21 DAYS:MAXIMUM SI"UMP 1"M.US OR MINUS I". WIDE FLANGE:ASTM AMI Ry-511,111110 PSI►Ok F NIGINFER APPROVFU FQI Al.. I'S.('(H.UMN:ASTM AIM,GRADE"B' (F'y-46,M11 PSI). SEISMIC: T.(NNF III,R '•'4.5(!•()II:PROFILE: n'PF D1 SAMPLFS FOR STRENGTH TESTS OF EACH CLASS OF('ONOD.TF PLACED EACH DAY SHALI.HE'1'AKFN N0T LESS ALL BOLTS:ASTM AMM7 UNLIISiS NOTED OTHERWISE. rHAN ONCE A DAY,OR NOT LESS THAN ONCE FOR TACH 150 CUBIC YARDS OF CONC'RrM OR NOT ms TITAN ONI'E %FY,DING:PER AWS STANDARDS. V71XX KLEC TRODF,AND BY CERTIFIED WEI.DKIVS. WIND: *MPH EXPOSURE B FOR EACIN W—SQUARF:FEET OF SURFACE:ARF'A FOR SLABS OR WALIS. ALIT 1111[1.TO HAVE SHOP CGAT. —_ 41.1.FXM)SED STFF:1.BELOW 11NISH GRADE TO It COATED Willi ASPHAL 11U PAINT PRIOR TO BACKFILLING. EXISTING:ONDIT00: M.F.YVES,OPENINGS,CONDUI r,AND OTHER EMBEDDED ITF'MS NOT SHOWN ON THESTRUCTURAL TURAL DRAWING THE CONTRACTOR SHALL FIELD VFAIF'Y ALL 9XISTINC CONDITIO10i,DIMENSIONS AND KLIVATIONS, THE SH ALI BE APPROVKD BY THC STRUCTURAL F.W AS'KER B[►,"ORE POURING. CONDLIITI F,MBFDDFD IN SLABS SHALI, STEEL.ROOF DF(AING SHAIA.RE F ABRICATKD PANF:1A CONFORMING 10%Of PI BLICATION NO.28"SPECIFICATIONS CONTRACTOR SHALL NO11FY THE ARC'HITICC17ENGINCK9 OF ANY DIVAEPANCILS FROM COND111ONS SHOWN ON NO'1 OF.I.ARGtR THAN ONE'THIRD OF THE I HN'KNESS O1/THN.SLAB AND SHALI.NOT OF SPACED('LOSER THAN AND('O.MMKN'I ARI FRO ti 1411.k(K)f DECK. TRW DRAWINCJS PRIOR TO THY START OF TRW WORK. JIURFF.DIAMFTY-RS ON CFNT FR ►R(1Y11H'{4"('HAM1F'tS(IN MLI.EXPOSI'D('UNCRF:'fF:/'D(:FS UNI FSS VOTE D OTHER%'ISL DESIGN,FABRICATION,AND ERE(TII►N SHALL BE IN ACCORDANCE WITH TNR"AIS('SPE('inc4T10N FOR THE -�— — - — TEMPORARY CONDITIONS: GVSI(;N,FABRICATION AND FRF,C.TION OF STRUCTURAL.STVFI.FOR BUILDINGS". WELDING SHALL CONFORM TO 'THE CONTRACTOR SIUI.I.BE RCS?014SIBI F:FOR STRUC11)RA1.1rAEHLI7Y OF THE NEW AND CXISI1NG STRII(.TURIVS RIrINMIOR('ING STEEL. FHE AWS COORS FOR ARC AND GAS WEI.DIN(;IN BUILDING CONSTRICTION AND SHALL BY 316"MINIMUM UNLESSAND WALLS DARING('(INSTRUCTION. THE S'TRUCTURt SHOWN ON THE DRAWINGS HAS BEEN DFSI(;NFD Y(IR R[INFORCIN(;STEEL,SHALL CONFORM TO ASTM A61S,GRADE 61 AND FIIR DEFORMED BARS,UNI I:SS O f!IFRW LSF: :1TH1:RW'IS[WOTF:D. WKI"DINT:SH,U.1.BF-B1'AWS('[RTIhICD W'FI.I)F:RS. PRFQI ALIFIED W'tl.Dlti(;PR(N'1lDl1RElS S"IABILIFTY UNDFR THY FINAL CONFIGURATION ONLY. NOTED. REINFORCING STY11 TO OF WELDED SHALL CONFORM 10 A,NTM A7(K, WVI,DED WIRY F'ABRI( SHALI ARE TO BY USED,UNLESS AWS QUTALIFH'A'rl(►N IS SI'BMTTTED Tl►THE ARCHf71rrv.:J-gVFR CONFORM TO ASTM Alit AND AILS. PRIOR TO FABRICATION. SUIMMALS: SHOP DRAWLWA SNAI T BF SUBMITTED TO THF ARCHITF(T/ENC:INtF:R PRIOR'I0 FABRI( kDON AND REINFORCING STERE SHALL BE DFTA1LED IN ACCY)RDANCK WITH ACI 315-IA rVSI'EDITION ("DETAILS AND MLTA_L STUDS: CONSTRUCTION REGARDING ALL,STRUC'TU'RAL ITEMS,INCLUDING THE FOLLOWING: DFTAILING CONC'RF TF R1.INFORCFMFNF% LIGHT GAUGE METAL STI IDS SHA 1.1,BF OI'114E SIZE AND TYPI AS SHOWN ON THF DRAWI WA. 141E NFTAi.VI UDS --- SHALL BK MANIIFACTURF.D NV A MFMBFR OF THF STIIF.I"STUD MANTIFACMRE'.RS AS,W)CIATION ISSM At. (Y)WIFTE MIX DFSIGSS,CONCRF-IT.,EMP,KI)DFD STEL ITEMS AND Slltil(Tl1RAL STVAL. UNLESS NOTED 01111:RWISK ON THF DRAWINGS LAP SPLICE:I.FNGCELS SIIAI,I,BF AS FOLLOWS: i --- - - --- Fy-1i,11/PSI FY1R 94 AND M M11,S"IVOS. 105-19.03 SE II PERMIT PHAA PRICING IF THF SHOP DRAWINGS 3IFTFA FROM,OR ADD TO THF DKSIGN OF THE STRIA'l 1,RAI,DRAWINGS,THEY SHALL BE FOR CONCRFTt STRENGTH Pc-2.500 PSI LAP SPLICE LFNGTH 64 BAR DIAME11111%. Py-33MI PSI FOR 13 THR000143 A111.STUDS. _. Cl.L1RI.Y IDFNTIFIF:D, ANY CHANGES TO THE STRU(TURAI.DRAWINGF-SHALI,BF 3UBMITTFD T0711F FOR CONCRETE STRENGTH Vc-3,0110 PSI LAP SPIA T LENGTH - VI RAR DIAMFT YRS, PROJECT NUMBER 01114.04 AR('HITECTIENGINKER AND ANY 511RJF(T TO Rrin:W AND ACCEPTANCE:BY THE RN(UNEFR. FOR CON(IFTY STRENGTH re-4,111110 PSI I•AP SPI,I('! :.RNGT11-SB BAR DIAMFITRS, FAST'F'ItiISG OF('OMPONRNTS SLEAZE:RF Willi 4 SELF DRILLING SCREWS UNLL4S NOTED OTHFRW'ISK ON THE DRAWING& THF STI'%%H.AI I.RFSFATFD FIRMI 1 I%BOTH THF TOP AND BOTTOM TRACKS. GYPSUM W'AI I ISSUE DATE 01/16/03 DIUNK'N DRAWINGS,SIIOP DRAWINGS,AND CAlA'1'LA_IIONS FOR THE DVSII;N AND FABR.I('A-rm OF ITEMS THAT R1'INFIIRCING STEEL SHALI.UAVF PRIITFCTHIN AS FOLLOWS: BOARD LIR PI NWOOD SHALL B1:APPLIFD TO EACH FACE(IF STUD AND FAS7TNKD WI rH DRY%ALI.SCREWS Al A DRAWN BY BW ARE DESIGNED BY O'IH1:R.S,INCLUDTIIG:WINDOW WALL,AND ALI,OTHER GLAZING SVi KMS SIIALL BEAR THE MAXIMUM OF 12"OIC UNLL:.SS N(MD OI HERWISK, SKAL AND SIGNATURE OF A STRUCT21RAL F.NGINF.FR YtFA;IS11RFD IN THF STATIC OF ORFGON,AND SHAH,BY CONDITION: MINIMUM M C0V_kR: T SUBMITED TO TRF AR('H)TECTIENGMEFR PRIOR TO FABRICATION. DFSIGN SHAT,H.BE BASED ON THE _ _ �— � INSPECTION: RRQUJRRMRNTS OF THF IW UR(', CONCRETE CAST AGAINST AND PRRMAWINI TI.1'FXPOSF0 TO EARTH: 3" WFOAL INSPFCTIONS:IN ACCORD:ANCF%I rH SFCTION 17PI OF THF UNIFORM BU iLDING CODE AND 4PPLICARIS SECTION5OF THF.PRWF("T SPECIFICATIONS SPECIAL INSPECTIOWS ARE TO BF PERFORMED RV AN INDFPF:NDFNT CAV'-EN-PLACE:C ON(AFTF: CONCRETE EXPORIID TO EARTH AND WEATHER: TESTING LABORATORY FMPL,OYFD RN''CHF;OWNER FOR THE FALLOWING AREAS OI'WORK: MIX DL►•4JCN:PREPARE DF:SI(:N 4IXV4 VON EACH TYPE OF CUNCRETF.PROPORTION MIXES BY EITHER 40,6 THROUGH NO.II BARS 2" LABORATORY TRIAL.BAT'C'H OR FIELD FXPFRIKNCE M[T11ODs,USING MATERIAL,,►TO BY FMPIA)YED ON TIVE WORK NO.A BAR.W11 OR 931 WIRT AND SMAL,LFR I ll2" A.SOILS COMPACTION. ALL SOIL RFARING SURFACES SIIAL.I.OF INS;PFCTFD BY TILE SPECIAL I!NSPFCT(IR PRIOR TO FOR FACH CLASS OF('ONCRFTF RFQLITRFD. FURNISH CIRTUFIED RFPORTr,OF F,A(1I PROPOSED MIX FOR EACH CONCRETT PLAC FMFNT. TYPII OF WORK OF THIS SF.iTION. THY CONTRACTOR SHALL F!EMIT COWCRRI'R MfX DESIGNS, AI,ONG WITH TEST CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: DATA AS LEQLIIRFD,A MINIMUM OF TWO W FFKS PRIOR TO PLACING CONCRETE. SLABS,WALL 5, AND.JOISTS: B.(I)N('RFTF"INCT"UDING Cl'I,INDER TESTS,SLUMP TF",5T'ING,AND REINFORCING. _. NO.I I RAILS ANP SMALLFR I BEAMS AND COLUkINS. C.RPDXY ANCHOR PLACEMYNT. 1,1.STYFL FAARICA I'LON AND FRFC CION. F.FIELD WILDING. STRUCTURAL,OBSERVATIONS: TrRUCTURAL ONSFRVATIONS BY THE FN(;INFER OF RF('ORD OR AN APPOINTED RFPRFSFNTATIVV SHALI,BE REQUIRED AT THY,FOLLOWING TIMI(.S DURING C'ONSTRUC`TION: COWAFTF WALL"PANEL RRiNFORCING,PRIOR TO POURING CONCRETE, AFTER THE STEEL FRAMHNG AND METAL DECKING iIAS BEEN INSTALLED,PRIOR TO COVERING WITH ANN' MATERUILI. 1 THE C' M4(7"T0R 4RAI 1.NOITPY TNT ENGINnIt(2)FOITR DA'I'S PRIOR TO TRH:MMKETMN POINT REQUIRING SITE OBSERVATION. IL 'v • SHEET TITLE / NLIMBER • .1 STRUCTURAL77 DERAILS } Y. 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