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9430 SW CORAL STREET-9 1 �yl JOSEPH E. KRAUSE C� TOP n -- - 14" Y. J. !. ROOF JIOfBTb REGUN ., • ?4" O�— (FRO 3 l _ .� --- r.o.8 - _ vPE k - - Fo 102 1-1 ?� 0 ,� a �� I —LEGYaIE►ii + _I' ,ice I 12 � ! = r NAl+�rr �JL • I I' I I ' s IR SEE srRucn RAL -�--•�' ! r 1 I�. r -� In GYP. CRETE ON - - %" r 4 G f�Lr 9NTCs ON. I I I ftS" rJw. FLOOR 2 X 6 8TUOS Iv I N KRAUSE w �.�_ DIM. �4M�� I ,�„ o.c. �r 0� ✓t�L.. ffq �� ww�.rr�.w+r.. ._....... . 'T'tjT1ARCHITECT P. � _ c - F..ID 6�9 suits m nese fts"AM POR TFA! " '` caNenvcrtcav or GTE MHLDANG Capt-- opal Y.APO ARE Not ro DE 1-Nf�• GLGL-? LAl'ER�d EQ tlpE � ,� _ Type Ixl a� \ 1 IIENiOD11CFA N ANY WAY �. ,. . �_ / y /, IWn10UT TARE Lr>rwswo WRATTv4 l • ea. rrP • coRR! SUSNENf7ED .aC,r r c A"En•nsianA oa rFAE.v�cNtTtrcr. rJ tA�COMRAcrow Is ro c ecx AND hP�� r( \ �� VEP IY ALL OMN61I APD stT! \ TENANT COAVITAC*4 Ano 1i�PI ANY 12 eRRows on 0"I"1onAs To TNts GITAG!PIlAOR to n1E et�.�lrr O/ ' CLT/6TmcnpC Y1d vrenrota►�s est I�G� OVER ED DAr'EnpacnAO. 4" ��..K,lrr OLA09 W FIHERM,844 carYip�yt 20 ON 4" CCMF. 6WRAN. FILL_ 0 ; F-F.E' .. /// • `\ \`�\ - \ { 11 `� v •1!.' 41 6A SCALE: I1401 s I'w®fl TE: 77 4L L P?FD. TRUSSES SNOUN ARE / TO BE ENGINEERED 131' TRUSS r-FFo BUILDERIOUNER 18 RESPONSIBLE TO OBTAINANY '`•-�.. ,r' �/ � CALCULATIONS AND/OR LOAD D r,AciRAMS REQUIRED' F0� 14" T. J. 1.24 ROOF`,Jp!!!T8 ,�\ �```,-. 1`'�- 14" T. J. I. f�UCLF J018T9 !.� -- * (fOR0 35f�� , ALOt \ `\ . Jam, !i OG. ? " O.C. (f®f@L'7 3.9211 • 4 <i (PRO 3510) (�!' /f _ ��"X 1!�"GIiLQ 5� i�17"GLD. �•1 NL` +dT. ` 1 �//J \ I�Ute 8EE'd�T�LIGTIJIC4L. • 4" O.G. i"Cs rfo. I 'CE rM ON ^� 111 q 'r s G ft lr• l; 41rrr cN - I" Gylc CWErE ON \ !" 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ROOF JOISTS � Z+ � 1 = S• ' • 74 OC. • ?4" OG. _ • a4" O.C. - -- - - " - ---f- --- LEDCsER --• 664 x 2817 GLM `% x 27" aLM i, 64" x I<3�h"IN GL • N p I N If LEDGER ---- �. -- 0 pN I mor I Nfl ~ N N �" NII a x 6 STUDS 9 Q NN I I \ pII • O.C.1�" p p I I N h IN GYR CRETE ON ' fill - �� !" rP CRETE - I I '• fill h' oil `I G PLY ON 4*' T 4 G M-r 9HTG ON KRAUSE -a9s" X 12"GLD. I " M !U FLOOR tar g / f/ j ( �� II II ib"rr1T J. FLOOR JOIST �v p " I _ ARCHITECT PIC 77l5a3)6_%&41T, ':.' -, - - — 9::: � �e � � JA-111 Fur(503)656-6YY7 _ - � 15259 SL 82 Dr. //�� ;2-4If/" •��" x • ?5l�/J,11 O�" X 1� V..� Il,-�11 q�" i` .. ".'- •._. � ��" X 1{ .+F®. \\ _---_-__.._. -- _ Tom,,/ - - I • `• . sulte Nu OreriY 9mb i! Y� .. — � ' TFtO/PL.YJA+4I�AOR T►AII CCIMTR/CTICN CV OM MILDW,# �. i•IT. �' '• cra.r..v+��Nor ro ee , 1-NR CLG�a�LAI'ER8 E44 SIDE ��oVUCM0 IN ANY WAY Tyrff- X GYP! UTHICUT rw expw"ED URITTEN i I ' rEm"SION Gi THE A0QrMlTECT 1q,4�? flD. Tl'P_ • CORRIDORS---- \ I I 3USPE7�ED 1C - TkV CADWRAcroR Ie ro c+ cx AND % <'� I 14K:�:OU �L ►•t*110"Y AL_ omr l5i"AND 61TE V06 t(bu lis '� " � GEIL INC,/ cGTDIrlods Ar'D wptiowr ANY `, I elaraOM ole cmism" To THIS ..... ( BICE�IOR ro n,M error OV ,�' h ll \ I / T- N�4NT �3 o \ �r-..a.� a •` GvTR AC 4l EC UO�INSIC�Q ` r 2401 -+�" c Nc. SLAB W/ " FIBERF-F-0 4 " I '� ON 4" COMP. GRAN. FILL ' ••• .... 4" CONC. SLAB W/ " FIeERf"ESN ` . # ON 4" CGiMP. GRAN, FPL L, I ..... 16 X " \ I I „ x ®„ .... K�c� OUILC>IN6 6EC7I0N6 n SCALE. 11+4 11-m" C NO ALL M7-0. TROSSES Akt%,N ARE TV.t�E EWxINEEREC) BY TMJ55 M IZ t 5UILDER/OUNER IS RESPONSIBLE TO 015TAIN ANY CALCULATIONS A 1OR LOAD DIAGRAMS REOUIREO FOR PEW/73 ? a x 12 ROOF isro. • 24. 0.0 \ I/ \' TOP / `+ ►► ? - ? nil 11 xG 14" T. J. LBT+� ry r � ` 4 • 24" O `.I 01"1041 VFWIL i If N l II If � f— LU Q lu � FVTURE !I II FIREMOCKING--� T�.aL ANA 2,01 M fl ha 11 II I# ;� ' Aca sTICAL CLC. ! 4 0 If fl Q W Wtu 1a GY!'. CRETE sal N I) it II 1 tJ ? X �v Q ,� n T 4 G FLY SNTG ON ,r ' u h II II • ib��7ua8—�� h ►= i �C T: J. 1U FL00R JOIN- • �^ OG JUL Y ?'1, 2001 /!=- -! W a4 X '1b PRG L�� YPmxv r yr — &f"ENMV ACC("TIC • IDOR6 f i Gl�rl..lF .�.� h�Il t 4" LONG. SL AD W1 " FIDERI"Il�ON " ON 4" COMP, GRAN. FILL F.F.E. e^ M x \�\ x " 1? r�0: , Coral S►v.9430 F,•-. ... PLM20Ai-W20,PLM2001 00642 2 of 46 OF FIFTEEN ..11iHWfF�' _ ... _._ ,,. ...._.. ......_ ..-..,..._ S,aa u 7 1 1 1! r l l :� � i ; t , , I Y. � ..e s 1 I ,I1 I ,, II i 1f A I ! r. 11. r P CyJ'' �.�: � I r + r 4, fI f Ica I I 1111it I I,1,1 I tl,l it I I.1 .1 I I I. nt it n i' ,.,, "," 4 ,,...,;..ti'ti •. viw�,t'#1:.: ,. I � � I I # ! 1 � l,l., 1+;.ltll jilti!t;l'il.: � .� � I I � I � I ! I �, i f .I r � 1 ' I , I 1 rw t i I � +G i t 12 I 14 If! I'? to 19 2?0 21 22 Z.9 r A 2!4 2827 �9 2t9 J3O _ 1 1. •ii pp �'•' x.74 :'. ...*: ,'��•+r:rq 4^0.M•,•SN.4 M:�,u!r}.A'-:.Y+,,Si i; .lyr i tib t 1F:` '..... is -- �- - ---r--_- _ - _- — _ - ip ------ U JOSEPH E. K Itf , ACAS, OREGON II --------- - .__ -- ��.._. - --- --- - -- - - ----- - --- - - , - ---- — -- -- - - - - ---- - ---- ---- t 1 / tit �� KRAUSE II I t II � ARCHITECT P. C. Nw&w4m Fax My 666'6297 t \ ' M"St.e2 Dr. sant 201 or.�suns rNcem I'LAms Alw MOR ►NE / ONLY,ANp ARE NOT TO ME � E EXrfW8BED UM/f TEN MER 116)(7h!of n4F ARCHITECT. THE C'•VNTRACrOR Ie tO G.ECK AND \ - - -- -- - -- - - --- vFMFY ALL OffrNSIQ�I,+APd SITE U•►VITiG�'IS AM,IWP10RT ANY OWICM_ PRIOR TO r1g ATARI Ce ' c4wTTRICTIOW.WtlTlarslrlNela3d . ALj"YAF,MMCPti�CEtXNCE % / _� j • OVER Oc=e D►ErMlq►JS •.' I �``_�� `�'✓�� Vic• M a � - I ...•• • • 77 •• \ G 1 DD. I .... I - -_ - - _- - - --- - -- /- - ---- - --- - �� i I 4• Ext GYP. I Ii - t .. ' ✓' A ves0 F f I ' l I ' ( I f - -- — - ---- IL .M Low V ELEcT.1 TMLE. ELS Im ! - t „ T .x. -- 1'/0. . Tl LU + + •} ,� 1, � ___. --_ --_ --- ,.• ' ( I I I , \�,��`__ U —1 EL•EV. EOJW- NI - - UJI i LL iA ' I I t _ I i I ul � W ' -- - LNV ?MQ '-b l JULY ?'1, 7001 PRO, O NQ,: 41" T"Lff I I � . rrr .x. 14EY1810N3: ' t _ ! ►' COFFERET� '�I `\ ISE DET L vA r, a�0 T1'r AL r 1 I I TION - I L r• \ I L-. --_..__ —- 4 ._-...v 1-_._' _ IL dill " EXT. 4T F. NO 4 MA IN FL OOR REFL a C TEO CIE—I N(S FL AN SCALEt 114" 11-OR ______ — _-_ _____-__.._—____-_ _____ _- _ -_-.___ -__ Coral Stir 9430 r Y� raw www�srrsrs.r,.....r..w..r�.a..[.rwws.0 w� PL.MMI-W626•PLM2001-001542 3 M 46 OF FIFTEEN * f+1Rb 1Rp A I jEr.�,a,.......;.,,yp.,t[t-'Nenit�rw!'.'+If'��w�.r•+��+'^ .a... .r, n-r ,tt5. - . .)area us.+tia.::.:v:t+ .[ ' , 1. ✓. .. v L!. 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K E n W/ CL IP 1�3RICK v --- - GLO6ER AT TOP 2 X 6 STUDS C KAKAS, OREGON OF 61DINGI INSULATES MFD RC•OF iq _____.____� (2;2 x 0 2 X 4 1FRAMIt4G �,/�_ HATCH 13Y OTHER tf Q /) Q1` ------- 0" SOLOEIR COMM LA'TCHA1°�LE 21X30 CAR 4" MASONRY �/F VAdJrC�R �^ ACGEee DOOR Wi VENEER DUILT-UP ROOF W1 !LASE ll.+1RXT. ON _-__ ____ ? x 6 STUr7!! SEL P CLOSER __ GYP. gD. W/ FLAGWIW3 ON 6" CANT EXT. N�PCs. - • Id" OG. -..Ali al dALV. METAL ' +" lSR1GK vEIvIEER l UAIAP. TRUOMS MTL. DULL NOSE / ?4" O.G. 61DMJG #!TV "ML T TRIM VERIFY 2 X 6 P.T. - /� I APi�BPACE " ( AT 1•FIR WALLS- l 61LIC-ONE -� CA" FRAME 1' ~ ON %, TYfe1E 'X'6i'1'P.. CAULKING I 1S GYP DD. "ATWM�A'j ON I" AIR 6PACE 1 0 I \-34' TK3 F'LYAU'D ----- (2)LAY•ERS Is" EX'T'ERIOR PJ-YUOOD I TYPE "X" G YLo 9%D • 1 HN WALLS, -� \, I / -- 2 'X 6 IlLOC KWo 6CIIPPER 1W OVERFLOW FL2ib GA Gd __l3) 2 X 6 CRIPPLEb I �---- w AtV DOU" bi�`VUT FLASHING U I ._ 7 � (DA�'Dl WE J""3Z7UWAL SEE 6/AI2---I DEI Ar. • FRARA}"'E T \' iu M FOR LADDER 1 i -- 2 X 4 STUDS • 16" Or- -m INSULATE W/ R-19 /� -� r I a I � KKAUSE I I i o ARCHITECT P. C.' PARAPET OE 7'A 11" � L7 �'�' 6r9p _ �SZ S' 00 064M SCALE- 3/4" • 1'-0" - 1? SC 1�, 3/4" . I'-�" \��/ _ - _ \ _ L Fa L W 01. wm 4" EMICK VENEE \ c + All I -- OUIL T-UP IYDOOF Uv \ rte' r - r,-*LA I"L.�w�PM n4F Fd.AONINd ON i _ \ � / ;y��' �uci�or"wuu.DNa 1 'r Ak big W�1 V�VrW 1�/�R��\ f+F/L '� O� 1 .vc use wot to s• 4wrlk - ,-- -.-- 61.0#0 ON SO"FEL T " 00gD N.1P1► WAY LAI'WALL l"TM�I I`' lW IYrJOFIWCJ♦ TO LAIC ISL ON r 14 /kr1� 4CW uwrrAmil --- T+G PLYUIOOD la SCALE II/2 " 1'-E►" ✓ QI"� �3CALE 1 " 3-II-0" r�i ACtO�r�O C� 41`c'rc AAV 2 X 4 01.00 'j • 4" UKaOC7 L}' CD.X I!I;Y '! \ 0 STEEL K�OO F6Jh 8 VgPtP �t D%vow rs woo snr ? X i 8 RfDB • IE" O C - -- GAL.V. AL. CZ.I " r•�0M to n4F erA ORr a\ WELDED TO t31DE RAILO / rlOw CH wrr�o T . W? X e • ?4" �7.: � _ - � •ow Or'++eWON� ro Wars/y r/CTKa+ISLOPE GUT OR RIDCwE INddit.. - GALV. TAL ON Ica rr• ' z � 3Qa 'FELT ON �" � - `: .... � /w " C-01v- PL Y11000 EXT. PL•t W7 13119PENDED CEILING LINE � : •' (4i?/?m)ON ---- - SCUPPER E7AIL fir,,- • •• . 7X" vp FLR JOTS. GALV. METAL FL I - 6}" x ?" F•D. 610E RAILS . i (SEE FLOOR FLAN FCM ON 30 •FELT APART ' !f. \ � T1�E,1SS OR )STS. OR Z X 4 61ZE AND SPACINu'}l-_._____ ,i� HLK'G • �" O.C. •: ': � \ � �.� '' -- DU •IJP 4 1� I•bl�t '•. • pJ&LATE TO R-M -- .. . / , ... _ \\ C.YF' DL7. ON ._.,..� STORE l� ,,�" C3A�' AT __./ -4(`DTC 81MPSON ....:• •• ; - 2 X 6 $TUC$ • Al," O.G. 6A1 TRIM METAL CLIP WALL'AI C.#w11C�1� �- 2X F�?1 lINS TDF' OF WALL -� ' rN P AFO • 3'-6" OC.'.�� /� / "'A" F'_YWO.- 6lJCUFZE TO STRUCTURE -- VAPOR eARR'IER CW LAG 9CI.W /' OR CON- WALL r I � and NON-SEAR � 1"f" EXT. 9'F -ATNING. 9N.00KING .+a OGC.3J1�l3 ; WALL PER M .t13 NOTED NdL.LOW METAL ON ELEVATIONS. j -4 X 12 WDR FLU6N 1 1 � \ �, %.001 I P"I %P"r SCALE, 3/•i' 1'-®' 12 Sc-ALE, .3/4' P " `� LCL F� \ \� I? , ....` -_` pl � •� \_2 X 6 / 2 X 4 8TUD6 REaPPREMENTB , �� 1 \�. ' A6 NOTED AT EXIT CORRVOI@ c I SEE 9CNEDl.I�E MTL. r°hlL -.. - HVAC UNIT - II 1/1r ICAL\ COM 170810N STRUT- as ESC ,HEWS w 12 41!• WIC Ih 4 DIW.ECTIONS \ \ OAC, STA GERED R-!fl BATT WALL \ 9 INTERIOR? 000R, � �'� ATTAC 4MENT PF_R • "-" WALL • RYx��SEE _ '` _FASTEN TO }} T 5AR I'Q'•.ml'lER SCALE l� " 1'a L�tr - NAN5eR PER 6TRUCT SGNED 23-II C3-I - Aw�! �� ,// I W✓ 2 X a JflTB PER PLAN cl C.GWT. G.4L V. 1 AETAL CLEAT -' �/ \ � DOOR '/•' '`�`' /% J f% I AIRSPACE TYP. . Tlrl"'E "X" Ci'1'11° DD \ a \� \ 2 X PLATE - P.T. • SLAB (� FA #iVE TO RC W)P R OL79TI�tIS PER PLAN � "'� � �44 Gl'P. eRD. W/FfI'r � � �_ AUBFLOOR OR SLAB U ul DULL NOSE, �r _ T-UP RIJi(7F 4Ar , Gt'P,.ISD. �� (VER►r~T'3 j'r —I SIN.. R.I�TEta 9USF'ENL�ED CL.G: ? X ♦ S'►ia7 WALL. -- --___ _. " .. `i 1"L,4SEaiNt4 ON m t.AN? I91�t KI-FAG' INTERIOROrIn11SFd \ AS Rffe2 f3-r-, r'1 -BUILT-UP 4 X 10 NfaR. - - / CvYr. CSD. \ \ -+•, r /� A(003�cug!nf= ! j ��.,. / !L' SOLDIER COURSE r --- ? G OAL:�'MT L 12 M!�—FLOOR P�4N L I5 IN ldJi4L1. �,��7 I " }..- w (Y u 1� Sr..�4LLIr3r4" • !'-r' 6L.Or"E ROOF - MAIN Icat4N-R Pw�D rad ,0 SCALE 39 1 -0 � rP ►r rr SCALE �� " I,-m" W 111 AL 7ERNATE GRO58 ft"iER SEC.UR.EI� y -- tl. L --M�lM . UIINOL'U' 6TUPS • *~ r.. ,� " GAL.v " STEEL A sLE /,. 1W R-13 DATT. INNX. S LINTEL- VERIFY--- ,, �-�E VAPOR JULY 21, 20,.1 •' Ex�R ►•'IAWI,II'. wlNcxw �_,1FCT ►�� A"T'L M. ....._._-_ .___ -_-.-ti 2 X 6 l".T. SILL UI'' ,. Myr 19UILO PAPER ON 0 4 X wv" A I!A 00090 AT MULLED ,. • I" ,A10tWAt:E _.-_..____.....__._____ /.� CONDITION �y�0f&- J� '. SILK," CAUL.K'G - GYP. !SD WRAP - 4" WN C. OL'oh Uv 26 ItR�JrP' biOl.Ere -_._.._._,._. �✓ \\ f�L6 bNI��J�. SEALANT TYL! ALUM 191�AK (3)? X 0 STUDS • wb" O,G. M ILL. i'•J l,.., RIAGyk'F'II..L.•-_-', ro ._.,._.._ ...... � •, _. _.._ . - ._ (x) ] X A+ SECTION TO MATC�a A6 ib R9UIl_p t"'AFFR . • ,� . ,� �.� IRlEG1'D - i MAN4F Rl�llJDOIU3 " r. _,------ I" AIR•JF'AGE Old I X SHIM- __.''- 13 ` 4, 0RM ANWR+ WITH ALL - _ -__NO, 12 QA. GALV. WIRE 1 12 W C.�RR Q1. MAS, L. C8ILI,� INSTALLATION TO C4Ni''CWI T6\ 461 ft /, __. w TIES • lb" flr„ E.W. 211, UeC AIS: UBC OTA YARD 2S-2. ` - _ EVERY 2 A I LEGA 4' C."I,LL LOUT 2. LKwNTIt�iCp 1�1 8 iO trE FECIII D f'IMit I+'�!'�� .____-._-_ _._- M.sA",r- Ullldl:X?IU „f NOT LEBA THAN S" �tJr y ____� RIGHT AM�LyE.��ISAND "� �� LAST 2 040, 4!& ��,� �`� If!�.�L�. JM�R *r MOIL. 3. I L1(-,# MICA4_ F.ZF a TO Fm eeciMf n w r UfiTMr. 4. lIII6CAPM ALL ORT AN STRLl1'1r TO �'�' � _ _---_.-_._.? X A 6TIIV`9 - 11,ML.ATED CX.ASS ►"l " RCJ�'K 4 FILTER � � � w 16 O.C. MOM; ENv ALUi~S, STr�lE FRONT r'RAP1E NO: r +a 0 SLJS�101ENL'i1I0 " W"40ATION DETAIL �i C= IL �� rA/L 1AV WIND W Off rAIL e a vmRr 1'�t�1LL1oNrlX\ WINDOW 1''11,d L ION O�rAIL 'et';S9p.Hk:.• Y s r .+...,......,+,..,... r ' _" ..-.........".,.... It Q / II f �I q,4 " I-O 1 SCO&E, 112 . !4 1 SCALi I(I 1 -P,� 4l? SCAT.E 1� II 1'_,�" 3CAL� 11� " . 1'4�I. Corn atr.9470 PLMzooa-oeaze,Of ,6M:ooI.00e4z OF FIFTEEN wm"w ism Olin oil 11— Mr wilimp I� i.�i� ♦ , ._..,..• � 1yll 1 f I f f 1 1 !i I 2 f.11 .•(.l I(c '1 ' 11 1 o i. J.1 f r ' 1 I _ r o - r � ! r m C) - 2' '! t "' 4 `1r;1 K rh7.v,�.•�q� .e ...«..p^Ry, ,.<. ;, +wars'•.•M•+,,..,,. t J" k, {. -r.dfi—`lr n _+.K:.d�W_9l•-"gra ' �•�' OLiWili6Lc '' - - . ' i_huuP ..d ,l aI�• u,a:.u-n_..{.,•::. _ .•1: wU..)eu:i. .i,w:..... du:.,.......a_eny.-..-1t:...,:w.,..i r: y • a 7 DALLUSTERS ��:' L+l� NOT SMOsIW t�R I I/J JOSEPH L. ROSE CLARlT"r 1 li?• Jl>. 87x?. I1°'IPE --- �j'' "AN IPA411 UELDED GROI�G 81"fOa7TN - SOLID !:BLOCKING PIPE RAI!_Ill CON- j'E'�!L FOR AwAS, OREGON ._. TIM.KJ1�.---- DRAC'KE T9 / R.4 JLIJ 4O.CTMIN � UM-MtA f v _-.-- rrP. GUARt)RA1L DII�°4CICE7 IVI 4 PANDRAIL/ GRAB BAR L�rAIL y. SCALE 3' = 1� �4�, All NOTEDON MAW / � K RAU S E � - KiCIWA$W ARCHITECT P. C. fax 0"6564M . � Okw Ill_ 1 X b WOOD CTAP �� um.2� 1X +4 U100D TRIM`S Ly 1. MAX 6 ' Dla:P•'L fill, L"W .L 150AR28 A 8TELL,SEM 14VAC DUCT n t[ee rti.�w ani s AI'"X'JS F"%4ING FROM POINT CONTACT TO I' MAX CG7JidTItICTIQJ a*ane eul�os«s \ \ / 3. 9F'ECS 4L SERIES 1M SEALANT MBTAL�.Eb TO 5/9' '�r, VI &P NOT To ea f DEPTH, A, POINT CONTACT, INSTALL 8/0THICK, COVE � w�D "ANI � �r rW n.:ouT T►!eXPieFeafp II/l'IT rf�Al \ " DEAD AT VENT PIPE /WALLDOARD INTERFACE TWE C40�aN C t:+e 6 TO CEc�. / /� 3✓� h. . dYP. fIlIll�el r� W _ DDE !!1 E FRAMIll-s jimeom p r�acmi n>K-w T o r is ^ / CON RATEC> ICt1E3TOP 5%. HVAC DUCT OVlRACME!DM•L�IBKfdb,• (91t M 2 X 12 6TRIo rl'iFRS w 12" SCAL E 11'2 " 1'-0 t . �1 14' PL YUV. TREADSIm 0416'fill V. " . .. . -x-Gulfs AT ALL L*AgxLv \ / ♦.• t A14li=A5 UNDER 87AiR3 `� �� /' i -�- .3" 9GFiEU.ls! w ?P�" O.G. ' •• '•• ' MA,'N FL R ..... . \ '� • r/ - (2)2 X 4 PLATES SECLOW TO FLR S710JCAw. / ��—TOP OF Fl OR TREAD n () dYP. DIQ�. CN /) STAIR °�ECTIM - --�. SCALE: 1.12" = 1'-0" SCALE 3/4" U -- / v✓ \\ ' h _ L RATED GYF'SUP1 WALL ARD A6,03-EMMY' 2. INSULATED METALLIC PIPE OR TUM. \ 3. SPECS£AL SERIES 100 SEALANT INSTALLED TO SAD" U ~ + ---VW1'L SKIRT C- DEPTH, FLUSH WIT" DOT" &AWACES OF WALL. ADDITIONAL. FILL MATERIAL. INSTALJLF_D' SLK--" T"AT A MM 1/4" CROU,N 19 �1 / S/4 .k STAIR TRII'7 \ FOFi'1`}ED A TkWOU 04 PENETRANT. AT POINT V S // ✓^ \ \ CONTACT, INSTALL. A 1/4" THICK COVE DEAD A' T'"E PIPE COVERING /UTALLPSOARC INTERFACE -^ -- Z \ /� '/! MAX lNSI,LA7ION IN'�L/LATION Ll1.. SYS -.� / �NF TR QigT 8127E 7 YPE THICKNESS y � No. �-�- I_U81L�Rd 1 STEEL_ or /PEON PIPE 1?" FG ?" a" TO 1 it" ULM114Coll T 6MOM FOR �`'` --- I CL ITY \ J\ COPPEFc PIIS or TUDE .4" FG ?" ON TO 1 �i" ULD014 STEEL, IRON ex I n1 \-`---- COPPER PIPE' or TUl9E' 4" APS PVC' 3/4" On TO 7&" E#ALSO94 I Q I J UJ l' (� Z uj RATED' P ESTOF INSUL mr-TALL IC Piplws U IN v 'SCALE 1�? " 1'-0►' w r '�^ MAWAIM b'-�"/' SCALE: 3/4" • 1'-0" � W ul (� •Q !� ' MIN JULY 17 2001 • r \ � N. " mux RADILl6 i3 AT ALL V31 E -�- -' V I _ � AA'E�1�1`�'h�AM�b - - r � � ,.'•-tel" �1'I�C', :READl� ._ — —— - __.__... _._ }� _ ..._._ .__._._ •- RF w J, l --- ,...�., , _ __ ___ .__ ._ _ ._._ _ J s/�• cox K �. " "XXM L RATED r YT--P&O`i WALL DOAMV �1,59E"N.r r - - ON GDX Pl. '► -' J, X a •TRINCwf" • 11" Ill "�� bUD FL OORr/a3 �, Uk at. "am ----- — r- — _ _ _ _.._ � 4 � ' � -- 2. MAX 24'STEEL OR IRCIN PIPE, i" CC�Pf-'ER I'li�ic OR ' TUDE, b STEEL �Ul l', 4 EMT ORI f-I.EX IE;i.E ME TAL L IG CcJNDUIT. T A►vf AI1.AR SPAS„E WITHIN 7r`IE f/l!E ...— — ATOP ar''STEM 19 OV V ll!, Fl POINT CONTACT TO 1•-3/4" MAX. F- -� —"•-� 3. ArTCOFAL SERIES we �,ALANT **TALLED TO SAP" r�l� ' MAN FM ? X S1 A14DtAd JOTC0, • 12" O= -- ...Y ••.ill 1 �rPTr-� AT 1°OrlvY CC�ITaCT, INSTALL A Pte" DEAD AT �' r-,Fi!4�TRANT /Grl"*ri IILALLDOAW INV011"ACls :> .. W. 674,1A 3 RA TEV P 'STOW mTAL L IC Pr /r,* ._... - �10N � 87AIR 1 � PE�fe+��I�,. SCALA 11'? 1'_p�"— r �C�4LE ori" �' „ t • .. 0 Coro#9fr 1130 PLU2001 005?s,PLUM!-00442 6 f 6 FACES I ,......._...,._,.,,. ._ ....--...._ ._.•---_ __ _. a,y - _ .,...,.. ._---+..u�.- -`�.•�u..m.._..-.•. 1pyiM,Mlyw•.. ....... ...._. '- x n..• r. .ie .....,,. - .,.-+.ww'.- .w-.a.. .,.....,,...,.. .. .r.rw..rw..-,.- ...._.._..-•....,». .-._..+.r.......,...,••.—.w.'o�w►'"r. .. _,,,'w.w.n...._.,w..•,. ..+. -••i'+.,. _ ....__..�.... ..-•_, . nr,_..,. w,,,a,,,.. , ,. "�M• .�,�l?"Cn».,�e.,'tA . .::, i1MAN �'1":M�1� .„.... • .... iY1M1�IMtMY1W'Y.,we'M,.wiw. .,.,.., • ok ( II ##�#.F, 'll. { I; ,fll ;f, ,Jlll !„il;, (!' !1i!'!ty'41{1,;°!I;I°.Il1 :!:t•@ll! I`}! fl 1 t t 1 , t r r }' , - , t, . 9cxts V { I ( 1.,t I r s l #H } !S 11 i#1 ( t ,l,l r t fi r, it i�tltt; c.i' Ql1 «trm I 13 CS #' tib rtJ �'; a1 �}d it�+ fi ?r c9 v�!� » a # � ! O A ! 1:2 23 w — _.T 1 r. • -.-,'.'.. :-..,:: to l q. �i4 f: FINISH MATERIAL!, • INT. WALLS 4 CLG. SHALL NOT EXCE© 0530 TABLE SAB REGAL 0 iW_x FLAME SPREAD -----LINE OF TILE V~ JOSEPH E. KRAUSE n ILW INOWT PER i CODE i _.------.---.__. /-� ' I ANAS, OR CON II DOOR S REO�,,1L E O ■ MATERIAL TO BE USED I" ►NSUL_ c.L.4,56 �, OF �' 04 mir I_NR PRE "OLLOW 20 f A15EL — 4LIt1l FRAM W/ DVOR MARL SIZE 11 314 _ I`''A J�� SOL IO CLOSER METAL FIRE LABEL 'DEL COMMENTS NOTES , STOP AND OVERNEAP METAL I /+� �g ��p �°'�� j„•�' - CONCEALED CLOSER r r� AL.. CCRE F1«( lE AVSEM1L� /ti,/"1 � — � -�-�2ji, - TILE 0 T3�;a x -!/m 0 O — „ RIM - ------- ALuM DCXM � L JFLOOR w _— 0 •�� INTERIOR `' fsASE . METAL BIRCH O O D INTERIOR - Wa • craw 1I.er floor opo. i 3/0 x 7/0 O O O O INTERIOR �c>uK RDWR fav "v' � � DCCRr4-"N\ m KRAUSE '7� 3/m x `r/� p _= p p p O-- EXTERIOR +-- FWANI RED D _ W"C GRAB 5AR CLEARANCE'S �✓ 310 x 7/0 �� _ O _ O O — — — — ----- SCAi_E 162 I, a 1'-Q" NO ACe4_E -- INTERIOR ARCHITECT P. C. 410 x 1/r'' p — p — p O — INTERIOR �O — - — sem•x 4u•PEER- n- - :m• 15259 st.1m or fax(5011 65bG19! _ —_— __ __- _—_• __ Mft Sate 202 O _ O +a-,<so• wln ,.�oeenacrEo CaeQm 9tvts 0 0 , H EXTERIOR uwb�lrualad floor.p.c. — MIRROR FLOOR 11P'ACE r14EEE rLANO ARE FCJR THE C,LY. T AcrfcN OF OPIF b{/ILDING ONLY,AND ARF NOT TO DE ka"r W O"911 JDUCED IN ANY U"Y' NOTE (1) POST SIGN A► FRONT LOBBY' TO RE,44) " THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS " PER 1003.3.1.0 U.B.C. n•wYY `1 UTNOUT 411!EXPWSWD MYYE-N REW11610N OF TWE ARC-"ITECT w i - rw GOIJIRACTOR to TO GAEOC AND (s ALL DOORS Ad3t�VE TO BE. FIRE LABELED ,4 T FIRE LABEL ASSEMBLIES � - — ----- _ ----- - - vegi ALL Orli"AND �JITE C�ITIaNe ARO Impow ANY CR •� 1 1NJUL. G?LA°19 K EpaROR9 OR r"155ION! to Tw;6 " /" !" � I " cmce ri to ne arAIRr ce - SAL ET ATC7I�FI�ONt- / \ " GONaTw�cr VERIFY- S 1 ZE SET IN MASTIC L aY bc.�/D DIr"Jcm T I CVNC FLOOR 8L EMF' �-- FL USN ---FhUSH WIRE Rr�t? 9LLANT � Ae -- _-- _ 'i3EE 3TR(JCTU GLASS - TE, 1P. DOOM DOOR 21Py MIN. CgL ASS \ �"I:.`'�. ,. . -�f:.,.�. ••w.x .•.,.x . . . . . . . VERIFY' C L ASS RATED — SIZE _ SALOPE ; _ � - METAL r9iiiiiiiiiiii�L.AVATOR"i CI-EAR4NCES �, ORWKING FOUWAIN L_J `BOOR GONG. SIDEWALK �14NO 60.41_E (VERIFY' SF_F STRL#CTURAL `- —'--WE S FVCTING ►uo SPALL - --_ SIZF_ ._. -_ 9frE 9TRUCTLIRAL tu RE'Q'i WOOD DOORcl r� r2-i67CREFRON 7 10 5 IL L., - to SCALE: 1% " s I'_01, ROOM 1 6Cf�' E0!jL,.E O MATERIAL TO BE USED w - C�fL II�Cs dI144�LL3 _-- FLC�CiR3 -- � � C:��"iMENTS L='L N E� W-0' TALE ^--T— --- CC+�Ic, PAVrNG sLvr� Y - FLUSH VALVE e OPEN SIDE OF FIXTURE N '� _ ___ Tll� _ __ FROM tqu/Lr 1Nt: a N � -T. Mfi � .��COtJ8T1CAL 1'"F'. BI@La C�1"P. B1� ddi1W/LE - -,-.I @� vN {�� STOREFRONT DOOR lu V "— = - O --- -- O -- p __ _ — / ---ALUM. T"W&NOLD (PER AW 1 - - - _ - -_ — -. ►-fi•IK hC.y 1 Ll.� -c%•T iiv COW. BvPP O � 1 TYPICAL STAIR TOI,t —C� _ `0 --- _ --- 0 — O --- HR RATED - — c011TEIP. ALL CORY--".. J ELEV. EQUIFI --- - _ 1- MASTIC u ----- S7 _ O — O 0 0 CARPET OPTION -----CONE. FLOOPP SLAO " I rl' ' ,F _0 0 - .___0 ,-�. ___ — — _ - �IS�N WE STRUCT. TY SIT — -- — — _ 0 O O _ 0 _ TILE d3AS� OPTION — sl_ _ O -- _ O -- O __ -- 0 — 0 — _ O _ — --- A MEN LA VIoA TORT ELEVATIONS (L AMA QE — - _ ,414 _ -- -- _ 0 A i _ DOCR TPR SPOL.°D _U U SCALE: 1 1 of g I'-m I, — (� l) Uj uj w 0 WALL SC WAL LAM s tr; 7 4°�M4@r.71'(1� Eft f 4w PIA80N'r Y'EPEER r .IDLY' 21, ?®+01 T PlCAL. d'�TE,RIOt�d ! 48 11 F_ PrP raD —_ TYPE " X i ��- GY'P 19D ! ! �--TYPE ' X , ' �i� ? 19D pe x WRING nr 1 HOUR RATED I 2 X 4 &WO I -2 X b 6TL & 1 EXTERIOR I t" AIR "ArZ I ( -- to AIR SPACE 1 PL'tUv PER I P�.Y'VJD °r�►NG I - FLYUP 60ili'a j I + STRUCTURAL FLUSH VALVE OPENSIVE OF FIuTURE 2 �K 4 SfiU0 BE'ARPPG.� �{ T � - i I PER 6TI�i1GTur�.al t SkF,rAR WALL - INTERIOR 1 I�-� l�e4T1 ! - R.-►s BATT —.. n�i�ti G F�i 't.^'�#>j t •� ,n•,,e _� \—� h TUC. -.� . bTtp� JN X 4 t rL/l� BE.A iINC. ✓ T1'Pl�4t. EXTERIOR "A" ► "OUR' RATFID ERCT. "d" 2 X 4 INT Paf� 2 /"AW"LL 2 x 4 !NT SWx "P• INTERIOR �" +' ed ' " ' " y FF,�in! ��4;""►,, { * ' ' k" 5. 710 I I �"aYlj6i. SID ! ! " �3rrd LAG? a mr. 13v - - - " r rp. no : ' •"".�'"'' 3`'•; 2 X 4 710 .4"E tkR i T,r . x i 1 _PLL Y"UID PER I _....M.TW d° R --4" METAL �- 6' METAL, 2 Y 6 STX' BEARIW-w I STRUCTURAL STRUCTURAL 6TW aw, r' 1 ' IN'�'R1s� `-�a x •4 6� � ` �----a x�° aTUD -- _.- -R r� ►W�ui. Aa ___ - i" TILE-- 4" ME�� S UY•' NC.7N _ ._______._:_._—__ __.___ -._.__-_ _ __ ._ .._ _. _ l4Af3E-TY F' BE,Ai�1l44i�!!•s< INTERIOR 2 X 4 Wt 6NEAM94LL "�" - 2 X !NT 1"Jlo[I► 'lee 4" METAL 67LC INT "0" - 1 t1Iv11,IR RATED J6" 1`IETAL a 6T= IKT "�" NO: 6" r�rat. F�Td•!L? NON- SEARING Irl n�R+OR a �,14N �., 71�`A TORI' EL '1r' T IONS► I WCVR R RA TECH Coral Str 9430 y , PLM2001-00529•PE.M2001-0011147 OF P 45 t ., .."ae�.Y«. ... 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I fltfpj. l�I�t Ifl��r,lfplll�1t11 fill 11ui 11l11� 191 y � I'I�� I.;fti ,!Ow"-I en 1IS kIrl 1 1� �Q1 91 .I!"�d a:3 24 2°5 �.it$ 2-7e 3C) - ix'• Iu� EL 4 , r r rr .,•.gin ,�rfis• t.;..,' - . - 41 r ":$':Y.c i��C:�,aA�'na�d,-�.ir!a n 1 : '7�'!I 1�ti Y .I 's ,�.•. r I JL 0 . .... s+fYm'�s A,.'11hot 131* 1i ol a µ r :, ' �. a s -. xv.."�:{, ett' rae .tFV_* r,ra•xm' Mr{P.':{s{i.y,' +�'-!^Q�:vETnpyyx;',?�M'n' ro.'...... :. .. - .. a .a,. gin. b y.. �a L Akr R` 0 �4 / 7 70fR A L '5 1 E C IF I 7 / 0N5 - JOSEPH E. K SE cf KAKAS, OREGON Of 6v 11P1� L ALJ. C4IhATl4UCTK7I�I SMALL COW�OIE'1 Tb ALL C#aWXr A FIAEWsoL-AAe L9.4TT MJOIAL.ATZN R-A PS TYPE Cllrc.'cravhY3 OR APPf�'ED A TOILET PARTITICNO - "6ANY ETAL" ACADEMY OR APPROVED &N.DM� ELECTRICAL, M 44110 .,AL AND PLL/'E Wa CODE61 R-19 • WALLA 14-PS N�ILATICN • CEILM (VERM'7), \ MATCH EXISTING FINISH � Al,V ALL OTO-09 STAR,' COWrr, ANLL CITY OWIVkWIG g A04'> L3. FL-A6HITA's. PROVIDE ?i GAL. METAL" • ROOF 4VC1 DkCK AND WINDOW AI"D DOIOI�t LS. GRAS @ARO - 'Y3►.41"E':O' OR APPROVED 6TAINLE8'S STEEL FINISH All'GILATIt" MM9RTAO" Ti'MLWTO ; • C•OrJtiITER FL,ABHINIG, PENETRATION FLASHING -SIZE OF GARS PER "+4PfC`lCAP AC-CE681s1 E ISTND'8, 1 T#-W SMALL NVESTCIATV V> MNY, AND BE AND GAM F..AShi*AA dUTTEft AND DCU#44)F°C�i1TS TO BE PIS'-FINI61ED PETAL � IdANDICAP PARKMt3 61ZiN8 "DEf1T" OR APPROVED METAL SJGN PER ' PWOrt PMlOL.E "AL.L CO)'OITIC�149 AND I7M'EN6I 114 OF T!f ' MWXCT Al•O S#"U W�TLFY TIM ArrC#IITE!T Cr 4M'DISCWPANCES G GAU1 K M AND SEALANTS" C."K ANOKJR SEAL ALL EXPc�BED INTERIOR AND EXTERIOR HANDICAP ACCE661ALE STANJAR05 LU!6ALV. METAL PIPE MCXNT. AND Mycl�vrtl*rENCIE'S SWrdLLLIL'N DIRAuIM�M 6PECIFICATTONLI>, JOINTS ASOW AND ElE1.OW d APE AND AL1. THOSE WMRkOR AND EXTERIOR JONTS AND • D. N/1NIDICAP I?XIT S "t9EST" OR APPROVED METAL SKsN PER FdANC'iGAP ,�'�.--•� ``' 1 ' AhdP EXI07M CONDrT11" FWM TO ftOMM#O 010. APPE►CDANSES CONCEALED 45Y OTHER BUILDMG I`WT1�iRGALA FLAS04#4 ETC'. WT" P10L r Ce4LLK11�3 AND/tJR SEALANT MATERIAL ApUTT1NG. ' TURAL.OI�d�NI'.4MJT�!D 61J1@FACLsB. (OR EGiLLQI \ AGCE6IDLE 67ANDARIG�'� LOCATED IN VACINIT7 OF ELECTRIC SIGNAGLw A CONTRACTOIR t'44L.L NOTLR1r TI'E AXCINT1 V_7 AOOUT ANY C�71� MCN� A MGOLF"TZIN OR C./ANlit x OM D. FIRE.-STOP - STI OR APPROVED \ ; '�. EQUIPMENT I 1 IM1IPCBOhR!WITH Tii t~ c E. M11.T-uP ROOF(wo sY at" OR AppmovED 4. " CONTRACTOR 64AU 1�'SP10/�SSI E T AC7AXATF PL.AGtP'!'Id1 OFy "MII aDoo ON Tilt BITE. F BUILDIN�s PAPER, A9PiL4LT iAATLlic.4TED WELT, J1 0216-15, 3e PICX#40 TYPE A R:MIS1•ED 4 #4TALLED BY OlLIrIER S. Wen TO; � W4V Ci 3 - PQJ_Y CI IEN°.� CORNING 99UIL T-LIP MOOF)NG LINT "ET OR!� - f � / � K K A U moi'E 1T.GCTL�AL, /'lC1irWIC.�IL,MILECTRM,..AL, PLL!"!!** DRAII+I46"OTHMd�EIeAL NOW& AND H. PENETRATIONS IN THE DUILDMG ENWLL OF'E AIS T�, ,�. � ILLrt7lmmemlllfra a(aG�M�.4TE am Dlra,mw_ ��y y�� wEALED Lw AND DOc�Rb ARCHITECT P. C. CALLKED, *A6KE�--OR LJEAThERBTRIMP \ \ - _ f. ALL C014ST UCTION TO PINI MM A 1',.4TEFV6R0CP r� UEATIiCRTONT /� \ \ \ \ SUILDM4L COfa'TIC4CTOR SMALL FLA&4 ANCA r ALX,K A& rvECES&AR1' � A GENERA!_: F'EF� UT iiC AND WIFOISLT"r PLLI"f®ING t.�O E ll$E AJ9SJPV0 PLASTIC r.n lsoli iSeF419T / \ LU48TE A1r�.D VENT PIPING, C rFIOR 84-PLY PIPING, OR OTHER APPROVED \� \ t SL u R' ALL INSTALLATLOI�l9 PER MA"ACTG WW S, .AWi 5fwFC'IFICATL" AND MATERIAL& PER CODE. TOR TO PROACV- �'WWY_CALCLLATIOMS, � \ �/\ e7e,d,neae�Qe�on 17ots RFCca►"'� E1�fDATkSWW 2W 7Rd 0E6A2N ENCrINEF_RIN5, PERMIT D 01109 AND 6F'EGPICATIONS. f A ILLOG7D I �" !D CORE \ r� 71CM rL"ARE eti�r►iE ,., ®. EXNAUST FANPI" TO `,oENT OUTSIDE � NOMI-GOMl31J9TIALE VENT p11mII�G. � \ �' CGTIAT1oIGr,pJ OF G*E OU,LDAG M l,�'rI PIG eACClE"1 '51L/TT "6IMP6ON" OR\A �'orD (STAIN G E e►Rr:H� \ � / : � ,��;, APW NOT TO SHALL COi"1Pi UN OtlBC SECT 1IQl9t 9 L AT LLEA6T CW UA EIR FOLNTAM4 SMALL Off ACCE660LE .� \ � 1 �� \ wr►�our raF�'��w�rrpr \ �'� /'- reia�ne,a►d or r� ,a,r.NrrEcr. tJAABiLE BY fPD1VIDllrils M YAf4MELCl4AM>m. •' H. DOOR FRoQ 1E8'� "T1;'1LEY" lls G J OR APPROVED. /� nE cafrn,4croR s ro ra.Eac a4w ,\ VliCrr ALL nr•+e►�&1"AhV 614E f 'l - 4. r CONFORP1 TO NE.C. AND AFPI.ICAOLE ELECTRICAL CODES. / wpvtr;ato,4w 1vEf"nv ANY �. �reTlooionla.ww E �AroRe e+•�4LL L',alL` P'f!a??VIDEYJ IPOIR wArnl- , , � CAPM9ED PEAOOMS v, PER TW LATEST ELDrTION OF TW STATL OF/ C D'?OR rLAf tDLLl4I@E `, NI_,4 'OR APP'ROVE`D, WITH LEVER 1Ef4rft>r�oR c"196�to TWO G'-�c7IvE EOR 7D PROVIDE DESLfsN, ENLr;INEERINrr, ENERGY CALCULATIONS, �- orrice r•wfolt ro ne srAwr or G"r°Lg J 671d011,AR,AL SPECIALTY'CODE. GHAP7ER It / k*VLES, CLOSERS ANP WALL-STOPS PER MANDICAP ACCESS PER�iT DRAWIW_e6 A60 SPECIFICATIONS. o"rwucirkw warrw Elewa/"*.. STANDARDS, Ce.48iCET8-PEi sr.0 OR AI"1"1RC.YVED, BUTTS-BALL, BeE.4IRING \ / ,4lrure►uPR '�/ o"ER PGIIso c ,cue OTHER TFJ,4N EXTERIOR DOORS T&E FORCE TO ACTIVATE THE ABOVE •. . e1T MLRNTIORED HARDWARE &HALL BE NO GRATER THAN 6 Iba. - \ ` � � ' cor'ymcorr. C� A�' L ALL DOOM 6"4LL BE OPERABLE FFk71 TI-E Li IDE WI4"a TFE D. ALUMNf1 6TOFC- FIOONT WINI:IMS AND DOOFt9 K.4aREI% U.S. ALIrt OR APPROVED � .. . LIM OF A 03M OR.*4Y SFWCIAL. o4ovLM'Dc4iLR oR Emrowr opt Tilm WrT/�r lMRED GLAW MO ALLK TkW&40LD, D.M�C � .. .. SHALL Bi! 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NANDIC..AP ACCEM113LE DOOR AWE" E WAIRDWAIP T46"OLDS TO BE INSTALL AT ALL EXIT DOORS, RESTRl"I OO, OTFER ACCJ= fj LOCATIONS A8 Wait Y L ALL DPIE N"1A" &44L tdAvE P R"W_'6 OVER>�'-F L95C AND LOCAL JURIDICTIO> 2 ALA. ExT EIROdR DNIVKDk7r+1rS ARE TC FACE OF STEV I. METAL WINDOW BY MERI:ER OR APP!'ROV� WI7 r THERMAL. �/e U11LE08 6s�r.,uAk CJTI4gt!lJIAiE / Lu L ALJ. LQcA4L !'XITS AIO[ TO dE OPffiRAA1JST 1141x7/"1 TH! MADE OTM= THE LJIIE OF A KE'r,SPECIAL L?MkW,OR K40U.FDW, A PAM ` ? To A FLAT • WALLS, SEMI a ANC.` SN�U-L 9M VUAV a11T14 TXIT"8A" MR OLDtk CODE. • E METAL, DA PAINT" OR A:�►'ROVt�D (K' ,TCN KELLY` . Ib -'Ilf - LL441TE' • U�t41-18 2. ORea1Fr brc7w�6 AND ',=nQE 6roP6, WHERL= 1�<au11�.1�, SMALL P.lE � ! 04TALL1EA AC7CORUMt'N TO LATEST CODES PEWTRATION6 RJ a GYP:�L1' U!4LL - "GOLD BOND" OR APPROVED %" / RLOOKAM& OR RIC SfI,4L L l9Ls 1r/1P,E 61'C�PPfED LLri IPE TYPE 'X' L E \ / rr/ '\ �r �► 1REG7LA►11E10 "AIV7 ATA" FlRF I¢ATED Ati8EML3L lES. GTTr'N r'I U AI. 50,41W WOW AhV.MA'rERIAL6 &4ALL MEET ALL )4EavRErvNTB OF ANSI NO. 9-w IVOR �/ % j," THE "APDL �IC.�'J" �4MC? FMIBHMG CIF UOL.LEIOARD." J>7INT, C� SYSTEM MIXED. APPLIED AND tINIS4j6 Ih' dOMlPLIANC& UNTN 1.14NUFACTURIEW6 PRINTED DIRECTIONS, TO BE ' f IR .mom a.ww n..-a T; • i 1"; L,rl�"�vl.j i Iii V aSir r E .�+F i c R �+•�LSiL. �+vr..t.u�.� s;i_L iiE f, i. ' K lSE ral: tLYi� i Rfi7. L ('I�OOTECT 6XISTO4a VMETATIO,. UVLITC-S AND 6TRUCTLIRAL 6�O'EM C.; TICAL LAY-" *0 4 GRID V10IMPY ALL LOCATk;ft*. J J L AIE'1bTlEONCf ITE WP7N?' X 4' STANDARD EXPOSED ?. PATCH AND RE?'AIIR 0167U PMED AREA TO MATCH &?'ISTP,* LNL.E"S MOTED OTNM WISE ITE GRID �D ( APP"IR14VE=D�I ?. stja tk� CEILMG ago$ SMALL Cowomm TO LSC CODE (SEF VAO TWIQJ 31AL3 DETAILf9l �'` '� c� ►f� r1L t --'D� V 7 AND VINYL. 8.4`3E AT C.:OR1RrDORB AND OFFICES, SI4r6E`� VINT'9t� VINYL COVE GAGE I. WALL AND CE IL IIs* PE?tET RAT iOAIS TO COWOiFM TO 09�'C / TILE AND TILE 'COVE A T LSA T41000M9. VEA n ON TREADS APO f.ski V ING.9 A T INTERIOR STAIRS. �! �✓ }� STAI~IDAR`? 1-1 AND 7-!4 / (HANPICAPPED ACC.EWIBL.E INSTALLATION PER CODE) ). F ANP 7 itATM+I56 TO COV?-�IWT`1 TO OSSC STANPA01V T'-6 ,� Ef. BATHROOP1 LUAL.LS: 4" N1GN MIN- IP?F'ERVIc'W WAINSCOT 11 PyA_COD�IF,,rAT UET WALLS ONLY \ \ W � F. RUBMR LLir4l_L HAKE , AM'*TPa'; Y� OR AF'FIWVED a. PENETRATION OF RATIFD WALLS AIS CEILIWiS 80ALL BE FROTEGTgD PER G84'!C "I,W+36 AI+4� TIr6. G. FLOOR TILE- PAL. 'T►LE OR APPRrOVED •,.,,,,,,s N. PA1dKINx LOT PAINT - "RNODDA VIr'D tLA^r1TE COLOR A P AVlsl"ENT- 24"ALC PAvl#42 uu:6" OF J14" - fid" +r." CIRL.t9i•ED A(�C's. 13.d.� � yy L6. LL14LK6 - 4" Com.. WIT" ? "t STiRM IOT04 • a® DAYS UX0, TOOLED '�/ JGIN�TI!! • 6'-104 O,G J�LpL�1')��7��I�i�� ^•� LL�SCV�y T NO,� A. 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RAUSE I I JCM KAKAS, EGON,�� vd. • I ili X N• Ul I I S • ?4 O.C. • ?4. 0.0 • ?4. 0.0 (PIlD jss) lP1�O mss►) rP�ea ase) 31 I II ' I ►� SIMP"Whi 'GCO' TYPE. WLLM caP wlrN '/Ib' FILLET UFL P ALL AMOLt-40 TO TO 0 _ '61OLU1"AV (t j'P U�+lb.),"ECG 1' GOLLI"f�d • C Ar eot,u�4,1O uNrN CEAP'•P3 ONE �,_ , KRAUS E • $4 ----- ' \ �\ ARCHITECT K (SU 6564M 132"LE a2 Dr X slAe ion n I O ��"M TI-OW PLANS A1W MW Tho I _ e`v eowTRut:r1ON ar or'E Ou�w� •� I OWL r•MO ARE NOT TO DE off • ?4• J G 7EPNOL+"V 1.1 ANY WAY ( WTNQR rW F)trW*W0 UMTTEN r't111004� 40 AMrA41TCCr \\ ( -''\ I FD. F I n+e r.cNfRAC rOR• TO OWCK A� v!Rlr7 ALL 0#1041"AND WE \ I ? x 4 OTLADS O �'' CONiVlrh"M-O 04EPV T M r • O.C. / . ERROR!M Cl'II�IG►� rW19 O 1 � ' -�' '� I • • l — _ ��=-x ?1M Cr1LD. OR � — �� GIrICE NNOR f0 n!ITART CI `-'i x ?,• GLS, C;W"QICr$0K UM"NN D�'I�fBR.'1v`f. J AL"YO NAVE I" 54 \ � � �° ) m ! • • 4m Or� VDF-L •?)-01 / (i )r ? x 4 STi,D9 ', '- k NOTA. OPir"& REAPS OVER TO, • 160 OC. -, \coLlr nNv DIWAK) TO al'EiN.LILW STRAP TOP OF ' Aa!'AM"T TENTH Ah'A"'8flN `'' I (9J � t 'T'K'lTIM 0 rN CCAITIPi �DEAPW OVVR TO (Ala) CdLLP" (NO ,! wAK) T7 STAIR Wr4LL, 6TRAF°' TOP' I � � � X GIF REAM WITH 01"NOON '( �� \� ` N• T I _ -\ ^r>e►rt?` �rkAP - • 16OAS (9) 3b I I I .!9 ne rr7 "M I I I I I I \ 04 sa FT. I SO E ! ?4^ X 34,• TELE. 64ELEZ III I L L 1 - . �,.-- �,'. /�' LADDER I \ I/4 x I C C"• � `� a-- h +rte - i DN NOTA: I r _ O a" M MOTA.96 STRAM ON TORO �. I ! " X • 24F-VO OR _T rE 1@OOF 5NE,4THINCs F2 G?'T$.: or x.aowTrs (,�acRree r�Le� �i I `4' v INSTALL 0132• CDX r-mL YWOOV (OR ORI � � I : NO t ' STRAND BOARD)gNTN id COMION NAIL A I I A9MWAK IN ASM. t oc. Ar PANETL EDa�a, A?• oc. pN fllr��,�D Q INSTALL PANEL LrCW NAILINM FROOM e� tfNANri -� I 216 sa (� TO ASLOCIKbO OVER ALL LIXTERIOR 44ALLO AND ' COMMON MTERIOM 01�AR WALLS. n dJ! Q x JaNgk�jt 201 a 0 r, JUL 1' 21, 2001 ROOF SWATH00 LAYMt X X /A x Tyr. • PARAPET FRONT AND REAM TOP A!' FWWIRE (b) ! _L�. _ WTH JOISTlA PARALLEL Aid CGf1VN NAILI EACH SIDE' OF CONT D,LMN f x• hilt � � TO LUALL � � CVEzR �H w�-'?`1'F'. • EACH SPL� (T! 1"IOMIE THAN USC. I�Q,IIIMES) LA1 fmrR R.(!'.?R EX71WIOR �irz jr Now W 4,W x 814 FXD. (?)4A®x b� FX0. \ r?J x 014 F)6. r?)4� x 914 Fes. 0)� x S!4 1�. Y?)•fv� X 914 FXD. &Ai x ri4 FXV IW (?)� x iM F)0. (?)4AV x!H �. NO- \ 1 (?)IAS x 014 FXD. J (WI _ NOTE: . � SC�IleOl1LE0 ON "Et � ROOF f RAI 1 I 1 `U ML A! V ! .6 w ._ FOR 01NEAR I�ES ( tti'PEA (Nt7tED®�AND �t?_.i� Sd•iEARUL4L Lt5 AN('�fLN .AW.E' ,dr UP^I�"'F.I� FLGK�' 4,lALr_5. '-"- NVLDOUN TTF'E9 (NOTEC�Q). ....,.tea,.,...,. ..o..,.a... 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Y{t 1 g a, _ t 1 - 4•;. ,y .lLi.tar .s..,R.N+Wr_u,..1:...a.a•a..::..,a..Lre...:.........._..._,,..r..w oww:a:..,atn.... i... .._<ww,w+ .u.uA".., ......r..::>h.wa.w.`1,�l,Wa,.wr6»-...�.....�wa'w-„.d..r<.w...:.. ....,:...-..fi,.w.."..J......,..'ii.Y: K�I�{i;asa,a:r...:._'. a �.>'�:;:w.J.11'L� +r....t..:td.tL.Lr.:au. ,J.iws., -..r.wer•.:�. -..u..,+:»..-w.w�i:.;;w.,.i..v.....ar.,... ,e,a,g,�`•'. ... _.. _ _ (IJULSEPH E. KRAUSE n I 4” MIN. GONG. SLAB WITH , OREGON REINF. PER DETAIL A/54 � 0Fp�' x �. V 04 G7NT. ROOF SHEATHING 9d NAILS 5TA66EREO • 5" O.G. I• - b" GONG. WALL WITH 84 VERT5. • 18" ALONG TRUSS TOP CHORD O.G. AT WALL I WITH 12" a•+QRIZONTAL • ' `� ' `r`�� RETURNS TOP AND BOTTOM AND 04 " ROOF I-JOISTS PER PLAN - _ 'r_ HORIZ'S. AT 18" O.G. #4 CONT. ✓" 2X J015TS PER PLAN I TOP FLANGE ITT HANGER FROM • ' - DOUBLE TOP PLATErc-� mLEVATOR PIT DETAIL � K RA J S E L -�'�--2X STUDS • Ib" O.G. sa SCALE, " s 1,-0w w ARCHITECT P. C. PLYWOOD SHEAR WALL - ts"�m 1 SHEATHING PER PLAN F"'anal 65&&M M"IL42or. Seth xq SHEARAALL TO MOVE DETAIL SIMP50N 'M5TA18' STRAP • 8'-O" O G. *WU�M»AM� nA LOCATION "B" "D" TOP REINF. BOTTOM REINF. c aNsnt�cr1oN CF CM ewLu+r+� " --2X8 WITH "O THRQU&H BOLT5 -- a..r,MP Me NO' ,O eE • SCALE, �Ir4 s I-O Ib 5TA66ERED EACH 510E OF FLANGE O BI 12" 8" NONE_ (1) - M4 lig Exmm"a mmTra /—_2X6 CONTINUOUS UPPER WALL STUDS 4'-0" O.G. ��iav�C�10 to Rc�� i 1 / - B2 12" 12" (1) - 04 (,) _ 04 VVIIAr1'ALL Orerrs�oNe�Of?E COX PLYWOOD ON INSIDE " -- ROOF 5HEATHING / UPPER FLOOR JOISTS PER PLAN corv►rW*&AND MffPCW Ar,r lii"Go"Ow or lso)"To 'ws OF PARAPET YVALL \\ Q 51MP50N HI65 • 80" O.G., WRAP ' 9d NAILS STA66ERED • 2" O.G. -WIDE FLAN%5E BEAM PER PLAN B3 12" 18" (2) - M5 (2) - «5 0"MAJ W&Mr�MN C)PMWA rw \ AL.uHrO,+AVE NW E OVER SCALED Drwpoic o ROOF ,1015T5 OVER LEDGER (EVERY FIFTH STUD) ALONG TRUSS TOP GHORO cOr•rRusrr (� �� PER ROOF FRAMING PLAN B4 18" 18" (3) - 85 (3) - #5 2X6 BL.00:KIN6 _ • NOTE: 51N6LE REINF. BAR SHOWN IN DETAIL REPRE5ENT5 TOTAL SHEARWALL PANEL EDGE NAILIN6p \ REINFORCING STEEL REQUIRED, SPACE MULTILPLE BARS o 3" OC, MIN. " TO BLOCK I N6 r NOS: IF SLAB AND FOOTING ARE PO1RE0 5EPARATELY, ALL AN(LHOR BOLTS AND HOLDOWN DOLTS SHALL BE CAST INTO FOOTING POUR, AND EMBEDMENT SHALL FSE \ C — MEASURED FROM TOP OF FOOTING. EXTERIOR WALL SHEATHING \ - 2X STUD WALL 1 �-- ROOF 1-J015T5 (ALIGN WITH TOP 2" 50. x h" R WA5HER, TYP. AT OF WALL) o ALL 5iLL BOLTS - /`- P.T. SILL ►E WITH "O J BOLTS AT 48" O.G. ' Ibd COMMON NAILS • 3" O.G. TYP. EMBEDDED a" MIN. (IF WALL 15 SHEAR • 2X6 LEDbER WITH (2) Ibd p PANEL, SEE SCHEDULE FOR SILL BOLT NAILS AT EACH WALL sTvn - 2 X STUDS • Ib" Q.G. PL001�'i JOIST ® I—B�AM1 flETA I L d SIZE/SPAGIN6/EMBEDMENT) � : ;: . : :' . • • PLYY4000 SHEAR WALL -- O t TOP REINFORCING PER SCHEDULE ABOVE (WITH 5HEATHING PER PLAN SCALE, �1" ■ 1'-0" Ib 4. F 60 BAR DIAMETERS MIN. LAPS • SPLICES) • , . .�: CONC. SLAB PER FOUNDATION PLAN d SHEARALL TO MOVE DETAIL Q $ tu ROOF PARAPET 174TA I L SCALE, �• • 1'-0" ,� _ n • R • _-�--- TOP RE-BAR LOCATION IF SLAB AND u- _j • FOOTINeO POURED SEPARATELY UPPER FLOOR SHEARWALL p O --------- ° --- BOTTOM VE REI rH 60 BARG PER SCHEDULE IL DIAMETERS MIN. I � W (2) Ibd COMMON NAILS O 12 O.G. i I �• LAPS • SPLI,ES) ----T'S COLUMN E3.. � \ - UND15TURBED NATIVE 501L 2X BLOGKIN& BETWEEN FLOOR JOISTS I— - WF BEAM AT TY40 I I �" SLOT IN T5 -LOWER FLOOR SHEAFtWALL sIDED CONNECTION V4']I i 1V2 COLUMN FOR N_ TH I GKENED SLAB VETA I L "r'1J r UPPER TS COLUMN 2X12 JOIST IN TOP FLAN6E HANGER 1 -� " J"O A50-1 eOLT5 (SEE " " j"G X 6j" X 9' t=====_ ______ ====', _ PLAN FOR NUMBER OF SCALE, afi • 1'-0 A ( 110 — BOLTS, NOTED[fl) TYP • ( � � Z"1 FLANSES/ (4) j•• A50-7 BOLTS (I' ED&E 1 i I 10 — DISTANCE TYP. U.N.O. - 1. I ! W " i0 I I LOCATION TOP REINF. BOTTOM REINF. � uuj �-- EXTEND It AT TWo 10 '�� NEP,'! STIFFENER (DOTH BIDES 1 I I 1 � Al (I) - M4 (I) - 4 Or- BEAM) SIDED CONNECTION 1 p I 0 A2 (1) - 05 (1) - M5 --WF BEAM (COWI NJOUS OVER ,F_____ ________ __ __� Y I A3 (2) - 04 (2) - 04 Gt�LUMN� SHEAI�IY�IALL TO FLOOR DETAIL - ---�--� I I WF BEAM (CENTER ON .- -/ �1 2-4 �" - LO!^ER T5 COLUMN SCALE, W s 1'-0" COLUMN) I %" A 2 X 6 • Ib" O.G. WOOD W ~ w ' I I PLATE STUD WALL WITH 4g"O " 4i r-- 2" SQ. x � � WASHER, TYP. 1 BEAM 51DE (BOTH SIDES J-BOLTS EMBEDDED l" MIN. - / AT ALL SILL BOLT5 IF TWO SIDED CONDITION) AT 48. O.G. (TYP. U.N.O., SEE / F 5HEARWALL SCHEDULE FOR GA►�IT. 1�'°'I !°3EA►M AT COLUMN 22X6 CONTINUOUS AER WALT_ STUDS REOUIRED SPAGIN6 AT " _ ) SHEAR WALLS) 4 GONG• SLAB WITH bxb - W1.4 x COX PLYWOOD ON INSIDE WI.4 WELDED WIRE MESH -- LAP SCALE, 94' ml'-O" OF PARAPET WALL I/"uI'-O" SPLICE b" MIN. JUL 21, 2001 4 SIMP�J•Off' HI65 . 60" O.G., WRAP` - BRICK VENEER, SEE SIP+1P�30N 'ITT' 'h'PE TOP OVER LEDGER (EVERY FIFTH STUD) ARCHITECTURAL DRAWINGS--� - SLAB EDGE INSULATION PER PROJECT NQ FLANGE HAN3ER- ARCHITECTURAL VRAWIN65 I, isLOOR �SHEARYV^LL ROOF JOIgTg 2X4 BLOCKING M4 VERT5. WITH STD. HOOK SFEARWALL PANEL EDGE NAILING 1" TYP. �" BASE PLATE X 4Jj" • FT6 • 24" Q.G. • " ••t s1/f8�ON8s /--{� 16d COMMON NAILS • 12" O.G. PER WWVF FRAMING PLAN TO DLOCKIN& &RADE - .0 - �� rn 1 TYP. BREAK IN SILL PLATE �� _ z " • � /_._a.X 15L.QGKtN1� IDETWEEN FLOOR JQi3T@, LOWER FLOOR ShEARYW" PLYWOOD (OR OSW SHIM SILL SOLTS/WASHERS _ • • / PER WHEDULE/PLAN r q EXTERIOR WALL. St BATHING i EDGE OF STEM WALL. �� -/ 2X9 LEDCaER 'LET IN' TU ^- -_ �- EDGE OF 4{LL POUR JOINT - 18" —get! ABOVE 5GHEDUI-.E FOR TOP gTUpS WITH (2) li.�d NAILS AND DOTTOM REINFORGIN& I TO EACH WALL ,TLJD UNDISTURSEL� / — ._-.- REOVIRED TO CONTINUOUS- -. - - X I 114"(P TOP OF MALI A N BOTTOM OFT " ► � NATIVE BOIL __./ T9 4 4 COLUMN W TH (2) 416FOOTING (LOCATE BOTTOM BARS 5 r}' EXTERIOR ED" OF !JILL ANCHOR J-DOLTS EMBEDDED 6" GLR. FROM BOTTOM OF FOOTINS) MIN. (SEE MAIN FLOOR PLAN FOR I�r ` PLATE/'!b'ItIM WALL HALL THICKNEgg) t SHEA}R1�'dALL 100 FLOOR LUTA I L `� }BOOP PARAPET DETAIL TS CoOLUMN BASE DETAIL T1�'P. ImPN. AALL/'IETb. Sl:OTI ON ' SCALE! " U^ iG SCALE I s a s ...,,.. - _-_ 3G �!c" I'- . r � .". II�M Ow ♦�" II__P1" SCALE, -_ ~ ALE' 442 _____ Cort! 12 or 44 2 IM dIYA!'•7 +M!�{1�rnn nl.'•wpq.8.'+a�f•.«...w...,rr,w v,rr..w•,M•u..M W..,+F1./n.A« ... ......++Y.••••—...—.r.-- ..»... _... ... .,...._..r_r ... -. ., n _ ......... '" . — -,;,,,.; „ r, .. •. YP;!'. 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"n.norxx�ea ..�r...w r .,..rn.vaea.•.n vr. v✓•e ....• _vurx. ,., ,x.. +'.nY. ,n• eoe,.s ,.,..r ..._. ,a _,s'm,- .. n.w. •sz„m .... .,, .. :. . .._. •. .. . . ,... w.omr i r 4 ..,:.v. , , , ,a�"f.- ... •. _. .-.. .. ,:.,':.'. 4.•'�. ..�i•�u-N': -' ' ','' _:a,w_—i, - •i' .,4. >L4J�'iJ4, .r _:LJft.I.i•' ':A.. all'YYifaYNal(Yk --°''-,.wiw+ua.t.r"rBRir'+YIaf�Yr►.ti�r�llra.ii.�,�.+r`� -- ra1Lro�'/�4iiBi1{ur:�iiKr.'.a�,+il..aar#lic'LdY�. Dv.sn. isu'.. .';r;,.e . �,.�,�,,,,;�• -- " —at.e_�i�•,:�. •, ., ..,., ,.,.:. tiww=..I-.:c.urL.,a....,,sw.n, _ ,v,.. W .r...s.. o%D ss* EN "' 4— JOSEPH E. KRMM_ fRAL 6TfRUGTUfRAL NOTE & n c — y . oREca".i!� A. L D I L 1. UNLESS 0THERW15E NOTED, MINIMUM COVER FOR REINFORCING SHALL BE 3" 6. ROUGH OARPENTR`T' ��' I, SOIL BiEARIN6 VA '!E5 A550-1ED TO BE GL.A551FICATION TYPE 4 ACCORDING WFIERE CONCRETE 15 POURED AGAINST EARTH, 2" 104HERE CONCRETE 15 OF 1, CODE REOUIR.Et-ENTS= DESIGN CONFORMS TO THE UNIFORM BUILDING GORE, TO TABLE 16--1-A, 1411 U,B-G. EXPOSED TO EARTH, AND 1 1/2' ELSEYVHERE 1. LUMBER SPECIES AND &RAVES SHALL BE A5 rOL.LOW5 UNLESS OT4ERY ISE Is141 EDI T Ip►a, AS APENpEp BY THE STATE OF ORE60Mr. SHIOYW ON PLANS iWYVPA OR WGUE3 STp. NO. Ib) 1. ALL OVER-EXCAVATION 5HAi.l BE BioG1GFILLED AND GOMPAGTr�D YWTH A. FABRICATE AND INSTALL REINFORGIN6 STEEL AGG•ORDING TO THE AGI a. JOISTS, BEAMS, STRINc�ERS, t COLUMNS - DOUbLAS FIR-LARCH •2, U.N•Q_ 2. CONTRACTOR SHALL VERIFY ALL EX15TIMS ELEVATION5 4 DIMENSIOIM3 5HOYW ON TRUGTURAL FILL, OR WITH CONURIETE TO SAME SPECIFICATIONS A5 DETAILING MANUAL, - 14188 (SP-bb). DRAIWINGS. ANY [DEVIATIONS SMALL BE IMMEDIATELY REPORTED TO THE OYWER. FOOTING GONC,RM. GLEAN ALL FOOTING EXCAVATIONS OF LOOSE b. BUCKS, HL.OGKIN6, BRID61N6, t MISC. - DOUGLAS FIR-LARCH e3 OR BETTER MATERIAL BY HAND, 4. REINFORCED STEEL SHALL BE SECURELY TIED IN PLACE WITH 016 DOUBLE S. CONTRACTOR SHALL BE 50LELY RESPONSIBLE FOR CORRECTINdv ANY 51TE CONDITIONS ANNEALED IRON WIRE. G. 2X WALL STUDS - DOU6LA5 FIR-LARCH "5TUD" OR "STANDARD" CAUSED BY THE CONSTRUCTION ACTIVITIES. S. ALL FOOTIN&5 SHALL BEAR ON NATIVE, UNDISTURMD SOIL. SHEAR WALL STUCS - DOUGLAS 1'IR-LARCH 02 GRADE OR BETTER. 4. CONTRACTOR SHALL PROTECT ALL EXiSTINQr'• NEW UTILITIES, STRUCTURES, AND G. CONCRETE MIX ECMPM-NT FROM DAMAGE. E• FILL MATERIALS d. 51LL5, LED&ER5, PI.ATE5, ETC. IN CONTACT WITH CONGRETL PRESSURE 1. USE TYPE IA GEMENT, PER A57M 0150 UNLESS OTHERWISE APPROVED. TREATED DOU6LA5 FIR-LARCH 02 OR BETTER, 5. THE STRUCTURAL DRAWINGS REPRESENT THE GOF C40T TRUCRUGTURE C4 ARE NOT I. COMMON FILL= SELECT EXCAVATED 51TE MATERIALS OR IMPORTED 2. MINIMUM MIX REQUIREMENTS: a PLYWOOD - APA RATED G-D &RADE WITH EXTERIOR 6LUE INTENDER TO INDICATE THE !SPANS � METHOD OF GONSTRUG ACIION. THE AFFOiAGTOR MATERIAL, SUBSTANTIALLY FREE OF TOPSOIL AND ORGANICS. ALL a. SLUMP 2 TO 4 INCHES J SHRILL PROVIDE AND BE FOR ALL SHiORING, BRACING, 9GAFFOLDING, MATERIAL USED SHALL BE CAPABLE OF BEING ADEQUATELY C.OPVAGTED b. AIR ENTRAINMENT: 4 TO b$ F. PARALLAM 'PSL' BEAMS -- A5 MANUFACTURED BY TRU5 JOIST MACMILLAN. FORMWOR,G, d1/Y5, IRIe661Nb, AND OTHER TETS�IOIRARY SUPPORTS A5 NEEDED TO FOR SPECIFIC, USE OF AREA TO BE FILLED. G. WATER/CEMENT RATIO: 0.40 MAXIMUM PLYWOOp - APA RATED G-D &RADE WITH EXTERIOR BLUE KRAUS SAFELY RMST ALL LOADiN¢r IMrOSED UPON THE STRUCTURE BURIN& ERECTION a! • 'd. CONCRETE 28-DAY 5TREN&THS: GONSTRUGTION. 2. STRUCTURAL FILL= TO BE DESIO ED AND STAMPED BY A PROFESSIONAL 2500 psi TYP., U.N.O. g &LULAM BEAMS -- VF/DF &RADE 24F-V4, U.N.U. ON DRAWIN65. PLACE KITH b. M516N DIRAWIN65, SHOP DRAY�NdSG, AND CALCULATIONS FOR THE DE516N AND ENcSINEER OR bEOLo615T, RE61sTERED IN THE STATE of OREGON, BEST LAM5 DOWN, U.N.O. EXTERIOR GRADE REQUIRED FOR ALL MEMBERS ARCHITECT P. C. FABRICATION OF ITEMS DES46WO 5Y OTHER5, SUCH AS WOOD ROOF TTRV55E5, PLACED IN EXTERIOR APPLICATIONS (SEALANTS REQUIRED ONLY IF LESS aotl r,54.1m WOOD FLOOR JOISTS, AND WINDOW 4 STOREFtRONT SYSTEMS, SHALL BEAR THE }= 20__t R T� S CO►tiGRETE TESTiNb 15 NOT REWIRED ON TH15 JOB. THAN 8" TO EARTH). t Lu�ai5&4m SEAL AND 516NATURE OF A PROFESSIONAL. ENGINEER, RE61STERED IN THE 42 STATE OF ORE60N, AND SHALL BE SUBMITTED TO THE PROJECT ENGINEER h. WOOD STRUCTURAL PANELS (SHEAR PANELS, WALL 4 FLOOR 5HEATHINS) -- Oodmi k 0" VM U. ALL WORK SHALL Gal•�IPL.Y WITH AGI CODES AND STANDARDS. 4. MAXIMUM AGGREGATE SIZE SHALL BE 3/4' UNLESS OTHERWISE NOTED. PANELS SHALL BE MANUFACTURED USIN& EXTERIOR BLUE. SHEAR PANELS PRIOR TO FABRICATION FOR REVIEW. A. FOR"40AK AND iGRIN6P AND ROOF AND FLOOR IDAPHRA&MS SHALL BE GON5TRUGTED WITH INDIVIDUAL TM�FLAW AM�M 5. CONCRETE MIX DESIGNS AND PREVIOUS TEST REPORTS SHALL BE SUBMITTED TO 0"11m cnaH cr ONE VAILD04 PROJEG'T ENb1f ER FOR REVIEW 14 DAYS PRIOR TO PLACEMENT OF CONCRETE. SHEETS NOT LESS THAN 4 FEET BY 8 FEET, EXCEPT AT BOUNDARIES AND 01&r,Aro AW NOT TO DE 1 ISO CED BY ANY wr r• F3. 2E516N CRITERIA CONTRACTOR SHALL HE SOLELY RESPONSIBLE FOR PROVIDINS THE NECESSARY GHAN&E5 IN FRAMING INHERE MINIMUM SHEET DIMEN51ON SHALL BE 24 INGHE5 WTwovr ne Fx"WedeD KMTTEN UNLE55 ALL EDGE5 OF THE LNOER51ZED 5HEET5 ARE SUPPORTED BY FPR,AMIN& ��1Oi'fa< n&AW"F� Af�© SHORING SWTABLE FOR THE GONDITIOi�i INVOLVED AND COMPATIBLE D. INSTALlAT� �ccMrtluc:role a ro a�cx nt'o I. WIND - 60 MPH WIND, EXPOSURE 'B' WITH THE FINISHED APPEARANCES. MEMBERS OR BLOGKIN6- FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED r1&vrPALL ar 0 it r C44F A4D C A 1. IN COOPERATION WITH ALL TRADES AND OTHER CONTRACTORS, ALL INSERTS AND AT THE EVbES OF ALL SHEETS IN SHEAR WALLS. Ca'OIrICP*A1•v r AN 2. SEISMIC= 2. DEFLECTION OF FORMS AND FQR/•lrVpRK ILL NOT EXCEED L/360 UNDER FVLL LOAD. t�lsolaa OR a+Iset" TO rwa EARTHQUAKE DESIGN 15 BASED ON THE FOLLOWING PARAMETERS: EMBEDDED ITEMS SHALL BE PROPERLY LOCATED AND SECURED IN P051TION ole AMdR ro nr sr.urr or B. REINFORGIN¢ BEFORE CONCRETE 15 PLACED. car*"V% WC&D Orl�+� Z ■ .9 (,ZONE 9) - 2. PROVIDE r IRE BLOGKIN% WHERE REQUIRED BY GORE. .nF.srt»HdIVE r1EG�DENCE o+�w ac.�D OrEnasaa•ae, * A 2. ONCE CONGRETIN& 15 STARTED IT SHALL BE CARRIED OUT AS ,ONTIN000S 3. CONNECTORS: cvW SC L (C> )p•!I Co • ,96, Cr ■ 34 I. ALL PRIMARY REINFORCING SHALL BE DEFORMED BAR, ASTMf A615, &RADE 60. OPERATION UNTIL THE PLACING OF THE SECTION IS COMPLETE. t.,ONGRETE SHALL R a 53 (BOTH DIRECTIONS) BE PLACED IN GENERALLY HORIZONTAL LAYERS NOT MORE THAN 12 INCHES THICK o. TIE STRAPS, FRAMIN6 ANCHORS, HAN&ERS, STIRRUPS, COLUMN CAPS, COLUMN 9. DEAD LOADS ACTUAL STRUCTURAL WEIGHT 2. STIRRUP'S AND TIES: ASTM Ably &RADE 40. AND COMPACTED USING IMMERSION TYPE VIBRATORS, WITH A MAXIMUM '1000 RPM BASES, ETC. SHALL BE "SIMPSON" BRAND, OR AS DETAILED. PRIME GOAT YWUEN IMMERSED, INSERTED VERTICALLY AT 18 INCH SPAGIN6. PERIOD OF MISCELLANEOUS STEEL. FILL ALL HOLES IN CONNECTORS WITH L A"E5T NAIL OR 4. LIVE LOADS, ROOF - 25 P5F (SNOY4) 9. Y>FLDED WIRE FABRIC SHALL CONFORM TO ASTM A185. VIBRATION AT EACH: POINT SHALL BE NO LESS THAN 5 SECONDS NOR MORE THAN BOLT SPECIFIED BY MANUFACTURER. ALL BEAMS AND JOISTS NOT BEARING l0 SECONDS' ON OTHER MEMBERS SHALL GONt+lEGT WITH IGBO APPROVED "U" TYPE HANGER, OFFICE FLOORS - 50 P5F PLUS 20 P5F PARTITION LOAD 4, PROVIDE 2'-0" X 2'-0° CORNER BARS TO MATCH HORIZONTAL REINFORGINb (OR EXIT CORRIDORS - !CLF P5F CONTINUE AROUND CORNERS AND LAP 24" MIN) AT ALL CORNERS AND INTERSECTIONS. 3, PLACE CONTROL JOINTS OR CONSTRUCTION JOINTS IN CONCRETE ON &RADE AT VNLE55 OTHERWI5E NOTED. 5, 501L EIEARIN6 CAPACITY - 2000 PSF 25'-•O" O.G. MAX. CONTROL JOINTS SHALL BE EITHER I" DEEP SAYMGUJr OR b. NAILING - ALL NAILS SPECIFIED IN THE PLANS SHALL BE COMMON NAILS UNLESS :•••: 5. lNLE56 OTHERWISE NOTED, ALL HOOKS SHALL BE AGI STANDARD. PREFORMED STRIP APPROVED BY ENGINEER. CONSTRUCTION JOINTS SHALL BE OTHERWISE NOTED. ALL NAILING SHALL COMPLY WITH UBC TABLE 23-II-I3-I, NAILIN6 """ 6. MINIMUM BAR LAPS AT SPLICES SHALL 3E 60 BAR DIAMETERS OR JO", "41CHEVER EITHER A IN WIDE BY 1 1/2" DEEP KEY OR 12" LON& DOWELS WITH ONE ENV SCHEDULE (SEE BELOW). O. PEOIAL IN5PEOTION5 19 GREATER. U.N.O. GREASED AND SPACING 'TO MATCH SLAB REINFORCING. :....: 4. DELIVERY AND STORA&E: ALL LUMBER AND PLYWOOD DELIVERED TO THE SITE, SHALL • ' ;' I NO SPECIAL INSPECTIONS ARE REQUIRED ON THIS JOB. BE PILED OFF THE &ROVNV AND PROPERLY PROTECTED A6AIN5T WEATHER. •• ,... - --- _ U .Q .G . �A - v PLYWOOD SHEARWAL.L SCHEDULE SHEARWALL HOLDOkNN SG�+EDULE SLE 25 -II -5- 1 z CONNECTION NAILING MIN. WO SILL BOLT BRAND AND MODEL -- NAILING • SPECIAL I. Jp15T TO SILL OR BIRDER, TOENAIL S-8d T1'PE SHEATHIN& SPAGIN6 (6" TYPE INSTALLATION INFORMATION 2. BRID&N6 TO JOIST, TOENAIL EACH END 2-od PANEL EDGE5 REQUIREMENTS SIMPW,N SILVER Z THICKNESS EMBEDMENT) S. I' x b' SUBFLOOR OR LESS TO EACH JOIST, PAGE NAIL ?-'8d - A. r4MR. TKAN I�- SLL'PLOOR TO EACH J0151'. FAGS NAIL _ „ ed NAILS CENTER HOUR"ON DouDL.E 2X STUD MIN- AND ATTACH TO STUL75 s. 2' SUBFLOOR TO JOIST OR &IIWPVR,BLIND AND FACE NAIL — 2-{bd O (S/3� _ /1`1, (7 ► 'PF$75 '- PSTN (It) SIMP'SON ' SW"' SGIt�. INSTALL lb'O STD JOLT bo. SOLE RATE TO JOIST OR BLOCKING, TYPICAL FAGF NAIL 166 • Ib' oc � e1� A 6 O.G. `J EMBEDDED 41' MIN, INTO C4WR E FOLPVATION. 6b. SOLE PLATE TO JOIST OR BLOCKING, AT 5"CED HALL PANELS 5-I6d pK 16" 8d NAILS CENTER HOU70M ON DOUBLE 2X STV MIN. AND ATTACH TO STUDS 1• TOP PLATE TO STLV, ENV NAIL 2-16d Z O IC.f/�,�„ �� " ( (J PFIL78' -- VITH(16) 91PP'S IN SDSIILxD'SJC.REr19- INSTALL 16'0 STD J-DOLT 6. SIM TO SOLE PLATE° 5T11DS, FACE NAIL A-bd, to•noal or Ibd • �O.C.It/'1•\ 1 ® 4 O.G. EMBEDDED 14- MIN. INTO GOIdGRETE FC'UFIPATION. 100 DOUBLED TOP PLATES, TYr'IGAL FACE NAIL 16d • Ib' o c. ' 8d NAILS 5Et4 t+IOTE b) Bl'_LOYI -- INSTALL STRAP ACROSS FLOOR LINE MYTH •OF IOd NAILS INDICATED IOb. POU LED TOP PLATES LAP SPLICE 6-I6d ® TSISTAJb' IN PARENT>EWS AT EACH &W OF STRAP R1TO FADE OF 2X SrjP. 1 O 15/32' A 3„ O•G• 18" _ INSTALL EOJAL LEN&THIS of STRAP ADOBE AND BELOW FLOOR JOIST 12. RIM JOIST TO TOP PLATE, TOENAIL Ld • Ib' 0-c J� IS. TOP PLATE'S, LAPS ANE7 INTERSECTIONS, FACE NAIL 2-I6d NAILS SEE NOTE b) t'lELOW O ��, -_ INSTALL STRAP ACROSS FLOOR LINE MYTH s Or Ibd NAILS INOWATED 14. CONTINUOUS HEADETO R TYMO PIECES _ Ibd • Ib' oz. a each C7 J 15/5210 IN PAI�ITFEaEs AT EAGN ESD OF STRAP INTO FACE OF DBL 2x STUD TOENAIL n INSTALL EGUtAL LENOTHO OF STRAP AD0d1• AND BELOW FLOOR JOIST. d �„ O.C. Ib — — 11. GELIN& JJOrt S. LAPS PARTTIiTTIiONS, FADE NAIL 3-IIL bd t i INSTALL STRAP A!.ROSS FLOOR LRE Y'YTH •OF {bd NAILS R1DK•I►T'ED "JJLu H IQd NAILS SEE NOTE 6) BELOW V IN PARENTHESES AT EACH END OF STRAP INTO FACE OF DOL 2x STUD 16. GEILIN& JO15T5 TO PARALLEL RAFTERS, FhGE MAIL 5-Ibd � 17" INSTALL EG.AAL LCNOTHS OF STRAP ABOVE AND OELOM FLOOR JOIST. I TO TOENAIL ted U A 21, O.G. 20 1' BRACE TO EAC44 STUD AND PLATE, FACE NAIL 2-Dd HO DOM ON 4X&STUD AND ATfAGM TO SrX5 YMTH(4) 1'0 21. 1" x O' S►EATHINIS OR LESS TO EACH BEARING, FAGS NAIL 2-6d 15/32" ed NAILS SEE NOT b) BELOW I1 -- "fW_BOLTS. INSTALL 1.1 STD. J-BOLT EMI Er 1,' 1•Iltl. INTO 222._ h�R THAN I" X W SHEATHINS TO EACH INV,FACE NAIL- } ( 1 ) 10" _� _ WNGRIETL' FOUNDATION. _ 2•J BUILT-IBP GORPER STUD5 16d • 24' or_ EACH SIDE • all O.G. �,,.,�,��;� .� 24. OUII-T-W BIRDER AND BEAMS god • 32' oz W and r NOTE= 1•IOI•C�c•""` '.rt.''1, AND (�� ARE NOT USED ON THIS JOB. bottom and otcgq•re'd -?Od O5.K 15/52 8d NAILS 'SEE NOTE 6) BELOW of ends and of 00th split• 2' PLANKS 16d at each bear EgGH SIDE • �" O.C.O.c. �" T1'P. NOTES: ?- w I'.5/3�" IOd NAILS " '3GE NC►FE b) BELOW 1) ALL ANCHOR SOLTS TO 19E GRADE ASOT AND MAY BE STD. 'J' TYPE BOLT CAR HEADED BOLT. 26 r O;PV STRUCTURAL PANELS, ' u OL �� b (ASTM A36 THRV D ROD WITH FULLY EN&AbED NVr/ *A_c* �R MAY BE SUBSTITUTED FOR BOLTS S�FLOOR,ROOF AND WALL SHEATHING (TO FRAMINIS): 6d I EACH SIDE 0 1 O.G. CENITER 'HV HOLAOM ON STUD TO YHICH IT ATTACHES (MIN. 2%" FROM EL76E OF GONG). ttAND LEMS 2) ALL STUDS AT HOL.DOI"UI�S TO BE DOL16LAS FIR-LARCH LUMt R (c.W LUMBEgZ WITH '3PECIFIC, I°r,W' TO '-1/4' 8d' or 6d' � GRAVITY OF .50 OR 6REATER), STUD IND!;.ATED IN SCHEDULE ARE MINIM,Q•1 'r1tIGKNE5SE5. T/b. TO r' ' ADD 5TL1D5 A_ REQT?. IF BOLT HIEAD 15 GOUNTERSUNC. 1 1,`• To 114" IOd4 or 8d' DATE• s3) UNLESS Nl?TED OTHERWISE, HOLDOWN INDICATED NEAR, CORNERS SHALL ATTACH TO GO !W,4"ATION SUDFLOOR-I+NdERLAYAIENT (Ta r RAMINb) bd' 3/4' AND LESS NOTES: coRW R STUDS, HOL.L'OrMJS INDICATED AMAY FROM CORIIEI* SHALL ATTACH TO 1;e' TO I" ad' XL Y ?7, 20101 DOOR OR W11470W .JAMS 5TW3. SEE ARCHIL. DRAMINGS FOR DOOR AND MINIX "1 1160 1.0 114' _ _ ICd' or 8d' 1) SHIEA Tl•HN6 ?'HALL or FL.."rr400r, G'p crza[*rTE el-rR�ANP F_._7NPUC (O 50J OF fftkM CV,C,-0 STRUCTURAL II LOCATIONS. HOLDO"415 MUST CONNECT TO STUDS RECEIVING SHEAR PANEL !*CATHING p�JECT ryd O>a! BETTER Ahs? GC*M": RLI I Tp u e r, TAk, n�!t, ��-a N+..tLiIr; a r �IFIED LOGATIOIMS TO OE bd NAILS AND Y'ANEL EDGE' NAILING (SM SHEAR PANEL 5GHEVILLE), U.N.O. FILL ALL NAIL AND BOLT P G )MMON NAILS. UNLESS 9rECIFIED OTHE *ISE- • 6" O.C. AT PANEL CL"�6E5 ANV 0 Q'_ O" AT WrrT.Rt-IEC ASE rRASMNS. ALL NAII}Ij TO BE 'GOMMOIr OR HOLES )VTH SIZE AND TYPE OF FASTENER SPECIFIED IN MAPUFAGTUQEWS CATALOG. SNAILS TO DE SPACED AT 6' OG- AT PANEL U D S, 12' O.G. AT INTLRt DIATp SLIFPORTS '6ALvANtL E Box' Tri NAILS 4) IFI I.Oorm ® - 0 OCCUR G UFL.00R-TO-FLOOR CONDITION, USE INDICATED BOLTir..D EXCEPT b" OG. AT ALL SVFWOWTS MSERE SPANS ARE 48" OR MORE FOR NAILING OF �AsIONS. ?) ALL PANEL EDGES "'� t'E FSA acFL WITH ?" -tNRI._ OR wlr;e a FR/V. UH,O. ALL OACJQP PIRAMNNS TO C.GW.°GTION TO 5 ABOVE ANG UBEL.OW FLOOR LINE. OF SEAR PANELS. SER PLAN FOR TYPES AND SCHIRMLE F`OR NAILING INFORMAT""'. M v0Idf_-1-AS rtR-1 (;d+ s� LI,I+-MM—.P ('J*+ BETTrFd AT �aEa,0 r,4HEL EMS, "PANEL =We NAILWO 9NAL.L 5) UNLESS NOTED OTHERI"NSE IN A SPEWMG DETAIL, s C4,rA BION OR DEFORMED SHANK NAILS. aE !WSLr".LLIXV AT �;rx+(5) TO P441CH NGN,VorO N IT, ATTAC•ar1; +r= HOLDCM STUD 19 M- 4M Ur OF F4LTWLI! iNIIyTALL s4 CONT. HORIZ. REIMaGNL`CIN* BAR 2' DOWN FROM TOP OF CONCRETE AT ALL 'C0HWI1 NAILS. STUDS SEE HOEDOWN 5G►+ELTULE) (JtVIpE "P+"+EL txDSE" +AIL IP Ec�IJALLY TO!`AGM STW, rtAGUR:I+lA1L �-VIONNS• AT ANGHIOR BOLTS,F"4E GEAR ON SIDE CLOSEST TO EDW. OF CONCRETE. sp�pRlEp y, NAILS BAN SHALL EXTEND W MIN. IN GIG rHl DIRECTIONS FROM HOLD10F'W. IN REGIONS OF HORIZ. PILtrIPLE '5'1K.PS AT ►IOLVC)"49 T06f-T ER 1"MTN' 16d NAILS AT 17. O.C.. MIN-, U.N.Q. BAR, INSTALL 04 VERTS. • 18' Oz,. WITH 6" STD. HOOK AT FOOTING. TIE HORIZ. SCAR 5) V*JEIRF K`T1 0117 19 Atm IEV TO OG"M FA,M CTI• A M1ALL .ANO NAIL SPACR0 IS UM THAN ON O.G.ON TO ANCH10R fl�IOLT PRIOR TO POU RUNS CONCRETE- EITWR !SIDE,PAWL JOINTS 5►UALL BE OFFSET 'O FALL ON r?rFERENT FRAM OW AL,TRIRFMATIVRLY. 6) AT HOLDOV#O ('� - ®. ATTAGN TO 2 X 6 sSnVS MINIMU,'M, FRAMIM6 • PALL .KANTS 4_W4ALL BE 5" NOMFMAL OR 1?MGKER Y11TH NAILS ON EACH SIDE STA . 4) SEE TYP DETAILS 'SPU ANO' 1511" • FOR TYP. NAILING AT v_+WAP PAF TC7 DIAPIMRA6�M WTIWACM. '.5) IF BAR PANELS ARE �GIFFED ON 00T•F+ SIMS C'►' A KALr_,USE 296 MIN. '9rM Alp INSTALL SILL BMTS AA_ SPECIFIED ABCNP. FOR BOTH PAI�°.L5(bPAC;W&FYL.L W NN.P OF THAT W. LROWFEV FOR A SOW,E PANEL. AeO`,T}' 0) AT TIES! PANIFU► C"--', FOIAVATION SILL PL.ATrS ^IV ALL FR,AM}N& ►fir IDLRS AT AMVr-n46 PANFLS 94ALL M 3X Nf74NIAL I-W-M WS NOS; Carats llr.flt� PL.I1d�14IMKl,rLRiN1JMt! � �I� 11 a/ N ,.. -if ,. '•,e` ,.., �; nn...,.,.w„tn+. ""''tiwM�yt�}a@MAF7aW�M•k ..._...,-.., 'a. a ...-.,rr. '. }Y ..,. . ., '.,... .. '+�.++cq..r.,n._F_,..,. •npt",M+R•+,...,.:'•rn,,...,+q�. n .,..,.,. ,.,, ._. "a fx "ev+,rrn. •n....•,. _., - _..+�,..-.«1-w.:1n _a- I OWN MINIMA" �y ..p� �, ,+rr. .-,.... _._.. . i• ) •.,.at!" 't+M+i• i"T^r"we^•m,.we. (I�tn.!lhl: '►++rk.raM�e`r � rtm<.mis+•u.rii•nw.�. d ,E ( I!• �+ I •I+ fit, 'aa3ta5tgsisY'G. .rK,w,. r , IWdIa1N1, •#: II Ir ,•. Y t. dst• .: (1 1 �I ! t s' , sat„ t. 1 t �I I. a c f Ff at I' t• f d ,r. a r• t ttII 1 t: , I I z 1 .1 P' •.It t, ,Ia r', t.' •r q ! 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'. !rl tb;} i' I{Id I,.•.!I {1'r,ll P E 'rl :^ - l4�"1? sil �, I d I i � . 1 �y '+ }�la i ! !�f'e I� 1'+0. t4! lA 1>� 2O �i2'223841 29 , Iq , • k • y 4 , , • ,I` . 1x I..a r k, T' t Y" a JJI i Y- T • I /1 � ♦Y ' � A Y } »yrVe• � I'' ,� r, rWWWWAWli /,/� /'rs� �!rr. �I' �,.�,,....,. r,�A►r rIO; �� r/��►r.�� 911�► •,•�,� r .II' .�_�► I� ./ , 40 REVISIONS A . ■ Now II � i r - �� Iry ■ ` •Y pv, i pt .�. ,. DATE . ,� , iii■ , � , r 1 1 1 r M� - � 1 1 yi�5� �G ' Y'M ft�•r' � y4.Qy 2107 i' • 1 h, I l 1 , , ♦ N 1 / , ■ ■ �■■� ■ L':: ■ i r / i .. �'I ■w...:: ►iir . ■ � �r •i r ilii r./ / 7� �+.►. � .r. . i n i I ,. _. I ,., •r W' .,,I ��Iw•.'�_ �e ww��.www PROJECT • 00000 • HA41. 1206 Ay��r 1 : n .;n jl \•S4AY �n ♦ n • r r . _ n • ♦ - ( _ 1 - 1 ♦ t •' � "r iJ{.:e." `` ',J. L 21 7�5.,p¢r• 'pt f , , At r (r r r ♦ . 1 iR r, -TIAT"I -..r - -- ...5.. lip rY t P Y :vV n� '1tJ q • fit i 4N F f Y - --� 12 --; - HOOD—MCNEES INC I I — Y[ "WWA.-IEUCTRICAL [M M IER! I II i �r 1 1 dll 1Z Z�f-r� Fads(( 0011 97214-15679 I14 567 oRo W, + I 1430 Fs■: (503) 231-6300 �r 11u I I Tel 507 231-7625 CFF 15O WKS 6/30/01 I REVISIONS _ II 1 II I 1 11 8-7M + I I 11 II II II 1 I II too I I II �, II 1 II II -- --- _— 14/ lora II V 12 CC I 0 w 200onu ( 200 1 0 J �,. 1 �--- x Z ' I ♦-- "' w 12x8 UN M (e Z - I ! � f[OIaP D10W 120 I - - - -- -- --- ---- - ----- - - 1 � fir/-'/ _ - - ------- -- --- -- --- - —__- - ---- -- � . f 6/ _f 6--38.5 80 I - oc 660 I 80 26x26 _. Me 60 80 I 1 I 26x35 26x16 1 iS2 t . I I - ! I I C' .'� l i i t ..• I 26x26 ON 1 . 12/ ... ".. ,Ey------ ---------------- -------------------------------- I I 22x10 1011-2NC 200 '..::. 22x12 , I SIU ... I I1100I ----- -- ——I I I • "... I11 I I 11 I II — II Tc II I I I + I 124 SQ- FT. I 1 1COMMONi L I I I II L-- -- I I II 22x12 4 ' 0 II II I 12/ 10-1000 � l `'o I I t ------•1 1 I 7/ ?16 Wit. F7. IGO �I 1 A'1�jN + 1 1 I I I II I of 1 1 11 IVZB 51 11 • -------------1.i !1 1 I I � y � t DATE I 03/02/01 1 I ' I I DRAWN BY cmH 870 SCALE u� 1/4.mi.-Q .._ r M3 19ft.mit+ PLM2091.M28,PLM2001.00552 19 of !6 4� ER FL O R FL,,�t1��1 2t�00 1000 0 5 10 ._._._ .........�. .�.. _.___ — _-- �. PROJECT IN @'.� !J"4" !'-�?° M 126 - ' 00000 I lip '��QTe In firm ca a In oe H 1. .. A .N. 3ir,IN 46 , Trials sl 1,s .I_P W00-1 twill tl �, tt r yt t t t i 1? 14 tll?!Pyl�I i+ t ►2tt 9s ! 21 22 ^ ! I ; s. r . . r ,�1 r'n-'en" ,4 k . FII Ali. i� M .a.,.: .,r W '" . `'r;.n - t•.,„' k p `. , , O• a. } ,. ,. ii.•' ,,. .^ .......,, -..,. __._ ..wa..-.u.. •M1w....._,w.. w..sr,_ ., w.. .-J....u,w a•wan4-'-:. ,.Y 6 a'W..�•LM[L,VW.-•41L '.iYeWYlwfW '-I•J,M.�1uMWi�+•d.'+i•'J Y•Ir` .. ...,..,..,,..�+'-.7�7YaU3.4u+:a,,.-•—e.=' ia.,v:.�..wr:.l.w:r.Ca.�.e.,,.rF:.,s,....>v.�,:- t_.__.:.,:,,k,.<o'fa.+.V5wW;o.IYYiLraiib,«:.w,;.`,.n,..,.:,w...:... .......,.,...... ,._.. .a..e,a: .--' ',`.. +.m,....sva u•n.J_...:sud.la+•.:.:.-.::M.:u.Jm•ziL�.- '�t:swi .r•rn.•�i�rrMtrar r 00 xnlala�r PA—Nape PANEL SCHEDCILE 600A MLO 4SW277V,3PH 4WIRE - 223% 40W277V.3PI1.4WIRE � • DESCRIPTION BXR AMP A B C CIRCUIT DESCRIPTION BKR AMP A PANEL SCffFUlll HVAC Root Unit 3 123_ 27103 Exlcrior li{hung I bl B C CAICURT A e C AMP Bks 123A MLO 4SW277V,31"HAWIRE ' ”-1 2.930 DESCRIPTION _HVAC Roof Unkh 3 12S - Male Floor ElKVk Room Eatcr,or ulthuup 1 p, 2.911! I 2 3000 10 I VAV IIni1"Tll•2' D-- ptr BKA AMP 27103 j 2 1 S•pp N, Interim ugl,llna 1 m �T B C CIRCUIT A B c AMP BKR — HVAC Roof Unft lu rlr,nr I i Inb, , 3 6 VAV Ua "II). it DESCRIPTION 3 27 403 j _ Mate DiIllrlbwlorl Pall�l Ean f rc+.Lig R 1 '0 I,G3(1 7 t , I VAV Ilnil'fll•1u' 1 20 ,� 30 1 VAV ilii!"TI1-I/,' K 1 „ NM► 10.p1n N, spore 1 1 2 3.Op, Panel"4A" 11 Os7 --------.-_-_ _ E%icrror c, n 1 2u 20 1 V rc 1 7.3110 2 M LOW g 10 I a. Ural"Itl•N' � I 20 1141 1 VAV Ihut'IU I I` Paid"4A" 3 200 All breakers rata!25KA.LC. Ire 1 r, 1 , i Vat urril"lu•211- 'rc I 1 12„ 3 6 Iu.pa w 1 20,430 It 12 VAV unh'fU-I, `Panel"4A" 2 IainlmW11 410 M rc ; I i NI I 2111 1 :Pore 'P"e I 1 lir 9 10 200 21.630 2 spare 1 211 I7 11 30 - i ,p„rc sp,,c 1 N, II 12 211 ' spare -- ) 100 3 - Wart I IO �� i 20 I s!>�1c y"-,e I 2u 3 too 3 -- 4mn 1 n, 1 19 Zo —20 1 •pale Va'c f i ; a II --r�" . i tpwe 3 100 - - spire 1 1 -_ ZO 1 rc Spam 1 211 I3 16 -'20 j Spire ] 21 I7 20 j- —'- - ii�,alc - _die 1 Ill ,1 !{ i sVeFt _ Tr+wAxaNr'TI" 3 100 1 Jt10 — __±e�« 1 110 23 21 .o I _ --". IC - �� I 20 ly :o in p I vote _ 3 100 4 -----�!a 1 x► T10atfdrflNr'T1 - 15 2< - �' - - I 20 21 I2 20 I rc 1 S10 4 _--- �q 1 JO !P! 27 2t -- - _ 20 I Got j 2q 2l 21 spam Transformer"r I� ) 10o t �_. --- l,)23 4 _ spat_ ! I 20 29 ]o -- ._. . _ . 20 1 Traadornler"T2" 3 100 7110 _—__ p 1 in 20 i sP«►e )! 32 j0 swat j Ki 2T 2{ - -- 3 -, — . I ne{tbnaerT2" -_ !P 1 20 33 31 —_ - 3 100 1 !R!a - j 29 70 - I yrsce — _.�" _ 1700 � I - 3• _ -_ 20 Tralufonner"T2 ) jjp sp.Kc l r1 3s 36 -Ili i > - -S� l ;u �� 32 20 rgact 1,200 s - - Elevator 3 so 10 030 was 1 2u 37 3t T __Ino i subfcoll Pal iA 1" --!C� i 20 14 20 j space 39 10 ,per --Etevalar^ 3 10 6 Ke 1 20 JI 4 T'30D I(N] i is"Panel•4A 1• - - � I 1 I � 37 t 20- -1 S,Kt 3 10 030 6 Sl1BTOI'AL ),ISO 9 1.630 Ib. 10.OW Inii i $111,fccd Pand'IA 1' � ! 1 20 7 31 -�-- ' }pact IEYaldr 1 !ii J I 12 I l0,OJ0 b SUBTOTAL —�0 i 4wc ►_Ilrtlll(Irl PHASE A 1{•037 {(17 .000 T,500 IO,OIq - � _--�� IMtASeB ,-- _ _ _ SUlffO AL s • + 20_,430 sy _ _ -----____ _ - _ _ PHASE 1 TOTAL WAD -ULnl Fsd Froa c. MaIR Flom Eltgrie Room FHASE 9 i,907 n- -- - SUBTOTAL f0 137 w Mala Dltlrl0wba Pant) - - - 3 , 61. _ _ _ _- PHAEH C _ r - l w Lar' 1d:loor Elw1k Room _ TOTAL AMTS -- 12 - _— rTOTAI LOAD 23 307 ve _ Fed Fran' 2�Pallel'4A 37,650 va - -- ---- TOTALARfJ•a — _ - PHASE B 61,163 va - SPIN >t -^P_IiASE C va p N►:1 r 2. EL�;f -- TOTAL LARD 110,401 v0 — 225A MB 12012otV,]PH,I WIRE DBSCRJPTION BKA AMP A P111tlELr Nom@ PANEL -11E B C CIRCUIT A 0 C AMP BKR DESCRIPTION 223A MB 12W20{V•3PH,4WIRE TOTAL AMPS Service recap!/Elsa 1 t I N, xo 1 2 DESCRIPTION 217 a Senke rom 4— acle 1 20 2u I Plow /dna ten Kc BkR AMP A B C CIRCUIT 1M! 3 1 9110 20 Service reeel,lack I I 20 A B C AMP BKA DESCRIPTION Bslir reeept/tarn I in 1.1611 S 6 1 flail reccplaclet - I{II Flk% Ph/Sen Rcucpt 1 21, 165, 211 1 Ek,ma pit ligl,la BatA reecp�fan; I til 1.160 20 1 Phone/dais tcn,ce • T { 300 W H circulsuns purr 1 3 4 540 2U i , •----r Fire Alain,Coned Pill I 2u �, 2r, 1 f la loci car hglna - P 211 (.21N, 3 6 ►Rall rcccpxln 9 10 20 I spared 11 I Zo 2U 1 sp uc Partial 041IM M FMtsne Canpanr — spacrc 1 211 1 I 12 - 7 g vote 1 1 � 21, 13 11 20 1 spnrc spare 1 1 i 2" 9 10 -� I j 1 Marc spore 211 1 uc 17 IsMEMORANDUM "rc re r I a Ib Io ju i ,re sp,rc 1 m I I I l2 21, 1 I i 03/16/01 splrrc l 1 I 20 19 20 - I sp.rc Wa:c 1 20 1S 16 20 1 13 14 apart "ore 1 ' M 21 22 -� 1 1 spire spare 1 20 17 Ig 20 1 I spare 20 . 1 spire spare i I 20 19 2U 20 1 spire O: CONTACT- JOHN Vi BOONES FERRY ELECTRIC 23 24 - Mare 1 2„ spare n I 21! 25 2b - - l spare 21 22 PHONE: '�03-8824938 — _ spire spa" 1 20 :3 24 iti 1 sw,1e T 1 1 20 2 7 21 -20-I_ 1 Wince 1 20 CUSTOMER NAME RENAISSANCE DEV/MARTIN OFFICE BLDG fQwc 1 i 29 30 saKc 1 23 26 1 211 1 ; M:•.r a I sp:Kc ' 1 1 211 27 2{ _� •.pact ADDRESS SW CORAL!W OF GREENBURG R0. TIGARD_-- mac i '_ m.' 31 32 � I-�o ' i sp:Kt I 20 20 ll Spice 31 34 I spcKc I 29 JO Mace 1 211 20 1 �e 1 I 211 2I 32 Spic 133 36 s'1 K` 1cc 20 sP°Ce 1 Irl 20 1 1'..t"c 37 3{ 21; 1 spwKC s'Rpxc 1 ' 20 J1 JI 2u I l if.cc FROM, PGE ENOR: MILD STARR• "1"'c` ' 1n 19 40 space 20 in 1 35 36 50570-4414 - -` xc SUB TOTAL ZU 7201 KC 6N,1 1,160 t1 42 66n 900 I 1, 1 'p`Ke ice Space I 20 39 4037 1 32 20 ' K Kc 163 SUBIOIAL 41 42 20 ' 1 space SUBJECT: 33-PNA$E SECONDARY FAULT CURRENT RMS �- PHASE A - _ SUBTOTAL 1 Igo! 1.!601 1.20o Ke 1.310 v� __ 600 SUBTOTAL _ r1xASE 8 I,SW Vol . - _ _.---- a PHASE C - I.oc. 1st Floor Elect tem - PHASE A n0 va -- �� A TOTAL LOAD I, y va w Fed From' Tnnafamer IT I' PHASE B _ 1,700 Vil PHASF.C r1p va - - - 2Eleq . `I1.4 % -- —lr2ii --- - TOTAL AMPA TOTAL LOAD -3,680va Fed From; - Traatpxaar.I 2. XFMR InVodenc>,t%): RADIAL NETWORK 12 TRANSFORMER SIZE: 600 KVA XFMR 9 _ - T PS ----- OTAL AM -- 10 Soconda VOLTAG& L to L): 410 v WYE _ -- _ �* A tl Ptan2� S anJ, brP_C.ker5 series ('a 'Eec� mitt. •Z� •• al 18'• K A 1 c ) ;• VAUt.T l of Pol®) -->PAWEI. SECONDARY Qor Svc AroP1 A 1 ` L'q��+ 1'1 I o o,�S �29n 9 n z 59'0 Sel'vle2e Win LENGTH: 160 Feet WIRE!SIZE w1 M• , • *.. •.. . .. 130 09 • Number o/Service RUNR: ... ... ..... 2 Runs)at: 131so QX AQll,o •, .•., , Se1vMe VNRE Reahla w R: 0.0800 Ohms/1000-- \ Sw*e MARE R X 0.0330 Ohn1a/1000' — IL()0 (1) r u51251\ M _0 C-0o . N9_w►o. 3R ylg1177Y (3) '410 cu. U FAULT (CURRENT: 21,472 Amps Vww 0) 'yoc v,, nek$ Z 10 • otJ ,I E-- J r. -75KvA (! 1 ttz C.0,, t�ick. (a tiFKMT CiRt.'UIT CURRENT) ARMS Symrstolrical NV Ric T1 K F M R for INTERRUPTING CURRENT) Roo Un I V H$Or211 V P f 1 - n I IQ1.10 154 ',z C_ 11 i 1/10 C tA ntu\, D 0 N W X over R ratio: 1.1122 (I� 6b c1�.c�rd1 of 9 c.o hA �- Tby, Arrrerrerq„ Cl,trgrTte tD EeeN'r Assn car"O t.NEST Conn" vrsr2m \ )& C A Q .J D 0) tie C tl, f"d (1) 1 ry COr) 600 A y`80/ 7v �,) "� r�. C3) z rneral�er e�C�lc iii tip lU 30 14 W M L0 c3)'�o� ()) tk y cu, nPu� . Q (I)Q0Lu. �r4A11 General l lohtinn W -- �.LslatllEer N��' 2 WIC `�Ui (� V A. MEWRZa,gq Building square footage( 17,347 )X 3,5 VA = (u t �1) � Mt_0 bQ.l�4YA V 0/ ' '�� A77v y P. O 1\"(' rl a.�AA 2 A G�ner>al Rpr•'ptacle �.os�111'�el(rs 2?!� o-- !�5 g square roots a ' a � 1, r, � Building g ( 1'F,327 M SqW� ) X I VA .100 U7 VA 1V_AC/Per Z 41y wf, a f ria Irlc �lI•C 220-'_ --•it �-.. PGE �°"- `< 1 00 SPnra. 125A Air Conditioning �{ "" "'' s'�'� I � it�r2` ►�,8• Ran Non-heatin PAC)H(X t�� L� �� h \�1' r� 12�gj V g VA V S A�t1 Q-_ -� '0 L I I 3p y W �i964 VA �1 1 r,' Ry�`�'.' " �.' " I �'i' n ;'/J� I.sju I• ...333 •`_ 1 AYiS-Yl1r {- i y1 r ri4la? rA 11:1 a1F h1 '4 ` ! � w �l I(> 0 0 +1s Load t . -- -----•- ._ Motor 6c- -< eo J Mss YA pal TL'_: -�_2 0 {. (3 \ at I/y rCad, emulate �CC�A , 6XyRX 11 p ---�► Eie.vc,,Vo r 4 , (3)tt2cu. fNO&C— NO i. k U (1)It 8 0A. (0011N M y ret. y`a0Y 3 pf Isg }1 i"•tz: 1�01d AW�1s iu'Z 480V[�hrlra ,h.Se� Y15!©N8: , tftacNa � �u�� ID 84 A VO Gtl• W i1tN C!►\tX. COn�At:.1 6 '►) �0" 9r�1 NQ-"fro, 1 IServlc� I,osd fact �` , SCUP , 33 c.4n N`-LINE D�AG� t0�t*.CSpnr't"� w i'r`ln1 PAILV A 650 V 5� 2 e f, ��a ''IW ,1 '!C ' � �•ftW rlp.t 18 A yam, r � nIA111B 61, 163 VA ERV I C.E_ \10 L TA GF � �M r.u�, I�av`'! , Y'o b l�, 5�� (t) l�lc c t1 r 9 480V ( hr�..t, 600N6S FERRY ELECTRIC 9 1!a wx 624 WItSQ,1IYil1 OR 9Y 0 F �akr p;�1q,I CAf\ Phasje 61, 588 VA 1 �. 0� , 1, 875 VA , NO., ky,�:y , Coro ft.9w K.MIN14lNN,r,rlrMwl'BN41 . a t _ Pail 81x • IE Y �:.. VI�, � li 1.�1. •! t 11.! ( Il�� i�'t 1111,j....''', , , 111111 y � 1; il 2 3 2 25 20 2 7 als 214004.11 till 1{ ::c?•,;+Il y'i',l tif'.vv�,�-,' , r hk .i 61 3117 b N mw _t 7.. r a 4,- 1 n A ,F r ri , .�. ' � s t •'kik �,: r dFJ ,4.r, -}��" air•*' 1',t ) 1• Y 1 4w — ►�►� it �► WERM / ip'�:I r_�'i i�-1�1�: !'� Lr. :E),�, � ,'� r ;;" a 'r I'i�l �i�d ��,►iii� i I s� � r ,d T RIl1/! 1111111lRl�°i1S11!' U r .. '.! I!! I i ! t ( I 1� / i' / �n•tr m //�• t,rl•I•/tl'r: ,I'��"' Mn- ..N_..'t,�.e. f �� ' i:. �„ ' �� . t +••r}n��.•,}..P,r'}RM ,r iu;f•'t» hMFl,lrill } . rr ,. .// ':�� - -- "".='.. � •. ^IP1. 1!Y P!}1!MT:k^ aM,Ir•�.-. ,�..r,n,«q,`r..w•►., rr t ..n. ..�•.n,-,},,. .. .t.y t,,p MWP 's i4_ 77 I 1f 1 �� / l.li�i#I.?��q• .;i�� L �•�• . ,..,.r,r+:•...^qtr -.+r. �. I/ �,::+r�- — �a"71r"7M'1+1'r1 •'.y•e'•r�rt'1;., , tr+rtirn"r ;r K„«,r,.. 1 i 1 C �: . , 11 . ► �' �7941/1'M'/!0 911!!11 ”! ,'}rfMCf4,..'1'. :'P. »•'"n!. .4y,! aR•r} � yn.,«3. .;.pp�•}•:♦;'CT?•1!f'A"' ,'f19t/ i �� • / � I � r �J �f11tAy,. 1 I!•M'r•f�I'.r�I,+n�Mr.-...,y^!r;�r-•r!.•�} � ,, / jl '%��"",►;S +j''r^IT'�` II;r�7 ,fit y�� ,�' nKt' �G'?lfrt[T�� ''tyi� r PO .I Tei • vhl! 1'b .ei♦ ,«,h•.•yttr�rtj'I }1�; 7 � ' r , ' P , , 1 1 � •ryy,Y T.� t t� } L •.t dt �• jt 1 ff Ly Jew- t•. ,, ry �r +yr r t !r:.ti,a:1.,.. , of SSL . .��;. '.;� �.•.-_..-•....__.:. - - -- - i I I �' ,•••�,• ./ 4 - _ ....-•�Yrl i. -�M�,....-«++:�4- ,1!,ll pT�r�i�l.�. .K I r Ir Y >r I Fry try , It{ t 4 I Y � -..• 6 Ail ..�': ' . .. - •I , .cel} ; •, i • •t � a „ ,t•1 /�� , ... ., P � - ,. �• Il:a�Ad1��r '<.� , :s.' A]Y.raC�Y:+;,k1t�.>xax� 'w+&':. " r � , 3, • 1 ��y 1 • � - . , • I 4. . r` i . . �. t, ,ger. . - .� . • 1 • � !'4 1. � t , �' - • - ••• ♦ f•. yrr. ( 1 .. jra re 6 d ! 1 - M • 1 f I .11 , � n' , } - i r. •i .. �' ._, .,; is i. .t - s .,�:,;;4 i'/ ,l .,. �,• I-.- t - n• i , �. • , , "'.. 1.. •�. :jTy; ! '/nil!', -1` - - Y I ...�{ .• wpm �. i;.a.l.. t.�r d ! '. + /.W// WI/ 41 . 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(62 watts) ® "X" Universal mount sail type fixture Green LED lamps single or double stencil face will'arrows with emergency battery • � 1 _ O back-up 120I277V - .DN Mir= X4 lhxfi 1 •• ----- I _ I t 111111 II _ � 111111 II �F _ B ittu I B.. -- LU U U ,.4. Z th UL I 1 � I C E I P�&,QT Hat --- - � — �y1 g►ON9. I ( gu01r1Ei FDtiilf ELIGM I D D I i u11 �\ l c ireu 5 of MAIN P*LCorti 5l'.N0IAN LICxHTIN of 48 OF 81x SCA1.9, ilii" I IN iiw r e•w.wwww - yy,�,,,: _.. .... .. ,.,, ,i„ a.,;, ».,...»I++•."n•r». .r.+..v,.-w,..- -."'xe!,nl+nn.• .all•wiwnar•,- . � � •(.:,� a� " fit !I It q l ltf:l J '¢i S}))4•f 1 i 1 1!'t l .l�i �.: a fl 9111i�1 ! 1 ! ll, it:. ,, ,: " ,. ^ i 1 1� ;`, 7"7 1 i " r � 3 14. 16 17 1 B 10 .26 2'1 2 23 20 3 n Awe „: '. .'rte ' .,,. t ,'w ..:.T. 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CONSTRUCTION N O TES _._____ _-__ w _--�- - RENAISSANCE DEVELOPMENT � 1. HE CON IRACTOR SHALL COORDINATE START--UP AND ALL WORK FMTH THE OWNER. IMPROVEMENTS 2. ALL WORK SHALL BE IN ACCORDANCE WiTH iNE APPLICABLE / GyJ O •� � REGULATIONS, SPECIFICATIONS, CODES, AND REQUIREMENTS OF THE CITY OF TIGARD, APWA, AND THE OREGON STATE PLUMBING SPECIAL TY CODE FOR R THE • THE CONTRACTOR: SHALL PROVIDE ALL WORK ILLUSTRATED ON TWE - - CITY OF TIGARD ALINA INCLUDING ALL INCIDENTAL TIN CONSIDERED MARTIN OFFICE /lmov�ed.......................................».......( NECESSARY TO COMPLETE THE PROJECT !N A MANNER - BUILDING Conditionally/lpprvvedr . .., .. ,,. z. ..W rk ACCEPTABLE_ TO THE OWNER. For only the TiV120 as described ire: PERAMT 14010(-- nos ry 4• THE CONTRACTOR SMALL BE RESPONSIBLE- FOR ALL PERMiTS, t See Letter - Follow...............................( TE IMPROVFEESEMENTS AND CHARGES TO EDCONSTRUCT THE AND INSTALL ALL 9450 SW CORAL STREET' Attach.............. .... ....... . IMPROVEMENTS ILLUSTRATED ON THESE DRAWINGS. lob L/1 ss• �Q /. (� ]: 5. DURING THE: COURSE. OF THE WORK THE CONTRACTOR SHALL TIGARD, OREGON 'Date: -5-�,COORDINATE AND ACCOMMODATE OPIER CONTRACTORS AND OPERATIONS OF THE OWNER AND LUCAL GOVERNMENT AGENCIES. sw CORAL §T--- INVESTIGATION T - - - �,5 /.� 6. THE CONTRACTOR SHALL REVIEW THE PROJIEG i GEOTECHNICAL � 5� e�' SW LOCUST ST � INVESTIGA TION REPORT PREPARED BY GEO PACIFIC THE ti CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL RECOMMENDATIONS AND CONDITIONS SET FORTH IN THAT REPORT. 2 .N 7. THE CONTRACTOR SHALL KEEP AN ,APPROVED SET OF PLANS WITH !- SW OAK Si a ALL REVISIONS ON THE PROJECT SITE AT ALL TiMES. ANY the regon �`N a. r.. youme to follow ►*@ a Not fey CHANGES SHALL BE DESIGNED BY THE ENGINEER AND SUBMITTED i SOAR 952Uoorr� ay`robtain opis or t~�er TO THE CITY OF 77GARD FOE? APPROVAL. �w� �kV the "^rte CALL BEFORE YOU DIG � n �V 8. IT !S THE SOLE RESPONSlBILilY OF THE PERMIT HOLDER TO Pa+w'rtJwt� �rRo AREA 2+e-8899 «, CLARK C"TV AREA 098-4848 a PROVIDE FCX,' PROPER RIGHT-OF--ENTRY (AND7'CM _EASEMENTS) � v � ALL an�R AREAS o PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY (AND/OR eFFO R E `(� 1-800-332-2344 SW DAKOTA ST - fiPROPERTY EXECUTED EASEMFNTS) SHALL BE PROVIDED TO THE - CITY. THE CITY SHALL iN NO WAY BF_ CONSTRUED TO BE LIABLE zFOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE PROOF • OF RIGHT-OF-ENTRY (AND/OR EASEMENTS). POTENTIAL UNDERGROUND VICINITY M7`1 FACILITY OWNERS 9. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PUBLIC "DNF CAS c_" NOT TO SCALE EXISTING U17CI1IES ON/1N THE SiTE. ANY DAMAGE TO THE EXISTING lJ IIL.J i Y Nn r�FICA KION (:EN TER R CNOTES UTILITIES, WHETHER SHOWN OR NOT ON THESE DRAWINGS, SHALL --- •, ' BE 1;EPAIRED11REPLACEO AT THE CONTRACTOR-- EXPENSE:. EXISTING 1-800--332-2.344 - - v-_�- ' \ U . SURFACE FEATURES AND FENCING SH."I. BE REPLACED IN KIND. 6. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE z ••, U.0 • .. 10. PRIOR TO CONSTRUCTION TME CONTRACTOR SHALL EXPOSE, VERIFY MATERIA!_ FOR ALL FILLS. ALL FILLS INFINISHEDOWNERIDEVELOPER HORIZONTAL AND VERTICAL LOCATION, .AND CONNECT AND/OR CONSTRUCTION NOTES PAVED AREAg ARE TO BE PL,irED IN 8 LIFTS. THE m • CrMATCH THE EXISTING UTILITIES AND IMPROVEMENTS, iN CONTRACTOR SHALL COMPACT EACH LIFT TO A DENSITY CONFORMANCE WITH THE INTENT TO PROVIDE COMPLETE AND _ _ _ NOT LESS THAN 90% CIF" MAXIMUM DRY DENSITY Br ASTM RENAISSANCE DEVELOPMENT '�' a'. �' � o• OPERATIONAL SYSTEMS. - 01557 (MODIFIED PROCTOR) OR EQUIVALENT. UNLESS OTHERWISE 1672 S.W. WILLAMETTE FALLS DR. U) o NOTED IN SOILS REPORT. COMPACT SUBGRADE TO A LINE NOT WEST 1 !INN, v 1- a 22. Ail PUBLIC STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN OREGON 97068 �, 0 u .� 11. THE UNDERGROUND UTlUT1ES SHOWN HAVE BEEN LOCATED FROM AL:CORDA�JC'� WiTH THE CITY OF 11GAR0 AND APWA STANDARD LESS THAN ONE F007HEYOND EDGE OF PAVING, CI/RBS, (503) 557-8000 -+---- - '- FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. 774E ACCORCONSTUNC. DRAWINGS AND SPECIFICATIONS, LATEST STANDARD nN. SIDEWALKS AND SIDEWALK EXT -NSIONS.ENGINEER MAKES NO GUARANTEE THAT THE UNDERI`ROUND CONTACT- RANDY SEBASTIAN U77LIT1ES SHOWN COMPRISE OF ALL SUCH UTIUTIE•S _HE_ AREA, T a, 7. ANY FILL PLACED IN BUILDING PAd AREAS SHALL BE EITHER IN SERVICE OR ABANDONED. THE: ENGINEER �THER DOES 23. Al.l_ TFU4FF7(L• bN i.,II, SHALL BE PERFORMED IN ACCORDANCE WITH THE lA'fF3'!"-EL�1�1V Q�•JHE MANUAL OF UNIFORM TRAFFIC COMPACTED. THE FILL SHALL 8E t;ERTiFlEO TO MEET NOT WARRANT THAT 111E UNDERGROUND UTILITIES )WN ARE IN THE STRUCTURAL FILL REQUIREMENTS OF 11.1E SOILS f i CON WL-hEWtES {�tIUTCb) AS MOnfFlED BY THE OREGON THE EXACT LOCATION INDICATED ALTHOUGH THEY hr�E LOCATED SUpPL IN►FPl1� ENGINEER, UNIFORM BUILDING CODE AND APWA. CIVIL ENGINL-ERISURVEYORS AS ACCURATELY AS POSSIBLE FROM INF'ORMATiC?Pi AVAILABLE. THE €, . - CAI/^l Ay�'Ci7 A/A f` ►1 r n evra..r i .. • •' o �..vi.tVLr,t rrr•r, rvOr rlttJl4HLLT LOCA-IED PHE UNDIERGRC3iJND 24. ALL Pi7'V,4 TE IMPROVEMENTS SHALL BE CONSTRUCTED IN 8. ALL CUT OR FILL SLOPE'S SHALL BE CONSTRUCTED AT _ - - --- - - '- UTILITiES. CONFORMANCE WITH THE LATEST EDITION OF 77-IE UNIFORM NO STEEPER THAN TWO (2) HORIZONTAL. TO ONE (1) CNF CONSULTING, INC. r� 12. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES BUILDING. PLUMBING, AND FIRE CODES, INCLUDING THE CiTY OF VERTICAL, UNLESS OTHERWI4SE SHOWN ON iNE. PLANS. 627_2 S.W, VIRGINIA AVE. SUITE #1 .,� �s� w WITH THE UPIDERC;l70UN0 FACILITIES IN THE PROJECT AREA 4R RGARD SF_RWC,E DISTRICT STANDARD SURFACE WATER PORTLAND, OREGON 97201 Coif Cousultin&f�» s, V W + HOURS BEFORE COMMENCING CONSTRUCTION. SPECIFICA TIONS EFFEC77VE AT THE TIME OF SUBMISSION TO THESE 9. IF SPRINGS OR GROUNDWATER IS ENCOUNTERED DLIr;;vG 503 246-.L200 Cr DOCUMENTS TO ME CITY OF TIGARD. CONSTRUCTION, THE CONTR4CTOR SHALL ADVISE THE GEOTECHNICAL CONTACT: BRAD CREMENT, FRED FORD r ' 2(Ili + 13. CONTRACTOR SHALL COORDINATE THE RELOCATION, iF REQUIRED, AND CIViL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE * 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF HIS ER ACTIV171ES IN A MANNER THAI' WILL ALLOW THE ENGINEERS �� OF F.Xl;;T1NG UTILITIES AND ANY ABANDONMENT OF EXISTING IH v►• FACILITIES WITH THE INDIVIDUAL UTILITY COMPANIES PRIOR TO DUST AND DIRT RISING AND SCATTERING iN THE AIR DURING. 77ME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER DISPOSE OF THE WATER ENCOUNTERED. GENERAL CONTRACTOR CONSTRUCTION. SUITABLE METHOD OF CONTROL. THE CONTRACTOR SHALL COMPLY 14. ALL F_"XlST1iJG Sl IE CONDITIONS AND ELEVATIONS SHOWN ON THESE W1771 ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL 10. CONTRACTOR TO HAVE SUFFICIENT NUMBER OF COMPACII(NN PLANS ARE FROM AS-BUILT DRAWINGS AND A SURVEY COMPLETFf.? PROJECTION AND OBTAIN ALL REQUIRED PERMITS. TESTS PERFORMED TO MEET THE CITY OF PORTLAND, RENAISSANCE DEVELOPMENT v BY THF ENGINEER AND OTHER CONSULTANTS. THE CONTRACTOR AND MULTNOMAH COUNTY REQUIREMENTS AT THE 1672 S.W! WILLAMETTE FALLS DR. U 26. DURING. THE COURSE OF CONSTRUC77ON, CONTRACTOR SHALL KEEP b N SHALL VISIT T7if ,SITE AND VERIFY ALL EXISTING CONDITIONS AND ALL DEBRIS CREATED BY HIS TER CONSTRUCTION EFFORTS OFF DEVELOPERS EXPENSE. TESTS SHALL BE PERFORMED WEST LINN, OREGON 97068 EL.EVATiONS ARE TO HISfHER SATiSFACTiON- PUBLIC STREETS. � BY A QUALIFIED TESTING AGENCY AND WRITTEN (503) 657-5739 Z RESULTS SHALL BE PROVIDED TO ME APPROPRIATE (� o 15. ANY ALTERATION OR VARIANCE FROM THESE PLANS EXCEPT MiNOR AGENCY CIVIL AND P OVIDED GEOTECHNICAL ENGINEERS AND OWNER. (503) 515-4615 mobile �-- � FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDiTiONS, 27. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, ALTHOUGH T14E Zi SHALT.. FIRST BE APPROVED BY THE OWNER, CIVIL AND SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR CONTACT. BUTCH CARTER DRAWINGS ARE TO SCALE, THE EN(�NEEk SHALL BE CONSULTED IF q- r-1J GEOIECF'INICAL ENGINEER, AND. APPL!CAN7' AGENCY DIMFNSIONING IS UNCLEAR OR INSUFFICIENT. SHALL PF-COMPACT THE FILL AND ,PAY ALL ADDITIONAL TESTING COSTS. 0 REPRE SEN TA IT VF. --J • � ' .IS 28. VCRT)CAL DATUM IS BASED UPON CITY OF TiCARD CIS CONTROL 11. ALL TREES BRUSH AND DEBRIS WITHIN E I� OF : A SHEETINDEX wRIGHT-OF-WAY AND UN INE LOTS' 1'0 BE F71_LED SNA! t_ BE �• cv 16. ANY CONSTRUCTION OBSERVA17ON BY THE COUNTY, CITY, OR TNF_` NETW)RK STATION GC-022--082. A 2 BRASS DISK NEAR THE � c, ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR WTE'RSEC77ON OF SW GREENBURG RD & SW CORAL ST, REMOVED AND DISPOSED OF BY THE CONTRACTOR. '- ---- LU I--. � t FROM ANY O BLIGA1 ON TO PERFORM THE WORK IN STRICT ELEV-227.69' SHEET 1 OF 13 COVER SHEET Q LT) N CONFORMANi;F. WITH THE APPLICABLE COVES ANO REQUIREMENTS. 12. ALL AREAS OF CONSTRUCTION SHALL BE STPIPPED., _`�TRIPPING SHEET 2 OF 13 EXISTING CONDITIONS PLAN VJ -J o 29. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING SHEET 3 OF 13 DEMOLI TiON PLAN U 17. APPROVED E-BOSTON CONTROL MEASURES SHALL BE TAKEN. THE or THE' SITE. MATERIALS SHALL PF DISPOSFO OF ON THE SITE IN AREAS SHEET 4 OF 13 SITE PLAN CONTRACTOR SHALL PROVIDE:' ALL MATERIAL, EQUIPMENT, AND DESIGNATED BY THE ENGINEER. OR REMOVED FROM THE SITE. SHEET 5 OF 13 GRADING dt EROSION CONTROL PLAN PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION SHEET 6 OF ;3 GRADING dt EROSION �'ONTROL DETAILS � MEASURES. ANI' DAMAGE CAUSED BY EROSION SHALL HE GRADING NOTE 13. EMBANKMENTS OR STRUCTURAL FILLS FOIR ROADWAY CCNVSiRUCTiON ONCORRECTED BY TH'E CONTRACTOR. SHEET 7 OF 1.3 STORM PLAN Q - FILLS TO BE CONSTRUCTED ON BUILDABLE AREAS SHALL BE CONSTRUCTED SHEET 8 OF 13 SANITARY dt WAIT. PLAN <C -- FROM EXCAVATED MATERIAL ACCEPTABLE TO THE GEOTECHNICAL ENGINEER te. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE' PATCHED WITH `r _- SHEET 9 OF 13 LANDSCAPING PLAN AC (TFMPOR,IRY) OR NOT MIX. AT i74E' CLOSE OF EACH WORK 1. PROJECT GRAVING UMITS SHALL BE ALL PROP[P?'Y AND SHALT BE BROUGHT TO GRADE IN UFTS NOT TO EXCEED 8 LOOSE � VJ DAY. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT UNES' AND STREET RIGHT-OF-WAY, UNLF_SS OTHERWISE' MEASURE. EACH I IFT ;TALL BE COMPACTED TO IHE STANDARD SHEET 1 D OF 13 CORAL STREET IMPRO►'EMEN I S � o SHOWN CNV THE GRADING PLAN. SPECIFICATIONS. COMPAC17ON SHALL BE AS PER GRADING NOTE 6. SHEET 11 OF 13 DETAILS 1!. DF:MOCIt10!'0 WORK SHALL INCLUDE REMOVAL OF ALL. STUMPS ANU ,� SHEET 12 OF 13 DETAILS II 1. STR'M1GHT GRADES SHALL AE RIJN BETWEEN AL1. VEr�F TA TION E►EB+'�I;;, CONFORMANCE Wf Tr1 14LL REGULA 17ONS F•(JR - 1 ''. FJLCS SHA!_l_ NOT BF CONSTRUCTED ON NA IURAI. SL(PES STEEPER SHEET 13 OF 13 DETAILS FiNISMIED GRADE EU YA Ti0NS AND/QR FINISHED 51JG11 WORK SHALE 9E THE RESPONSIBiUTY OF THE CONiRACTOR, CONT�i)UJR LINE'S AS SHOWN, UNLESS OTHERWISE NOTED. THAN TWO HORIZONTAL TO ONE VERTICAL. CONSTRUC77ON OF 20. REMOVAL OF EX►SITNG INTERIOR FENCES, SERAC'E LINES (AERIAL J. ALE. PROPOSED ELEVAnow, ;HOW SHALL BE: STRUCTURAL TILL, WHERE' THE EXISTING SLOPES ARE STEEPER THAN Wi a CQN9QE1?F0 'TO BE FINISHED SURFACE ELEVATIONS FIVE TO ONE AND THE DEPTH OF FILL IS GREATER THAN FIVE FEET, AND �NTDE'RG"ROUND , f�()d.ES. AND MISCEI I.ANEOU. ITEMS NOT .;, SNOMPf. AND THE CLEANUP r DEg^IS IN THE CONSTRUCn I UNLESS OTHERMSE NOTED. SHALL BE ACHIEVED BY 9E7NCHING INTO SGUND BEDROCK OR OTHER LEGAL DESCRIPTION --- --- -'- COMPETENT MATERIAL AS DETERMINED BY THE GEOTECHNICAL ENGINEER. _ AREA ARE AEI. »i(J 9E II�'CLiII)ED IN THE REMOVAL BID 17FA1. 4. CONTRAf IOR TO REMOVE ALT. UNSUITABLE „EATERIAI_, iNE BENCH UNDER THE TOE OF A FILL SHA'_L BE AT LEAST 10 FEET DEBF,'I.S l�R ORGANIC MA TERIALS WITHIN GRADING, AND d 21. IT SHALL BE THE RESM)N5MUTY OF THE CONTRACTOR TO WOE. THE '°AXJMIJM DF_PTH OF EACH BENCH SHALL BE 5 FEET. LOCATED IN THE SE 1/4 OF SECTION FILL MATV PRIOR TO FlLI. PLACEMENT, BUNCH NEW NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM 26 AND NE 1/4 SECTION 35, 71S, M LOCATE AND COO1A'ENNAiF 1H€ REMOVAL OF EXISiTNG UTILITIES OR FiLL MAIET?1AL INTO EXISTING GROUND. P'ROP'ER FILLING OF THE UTILITIES. -c r (SEPTIC ANK P' r ( S, UN£S, ETC.. 1 DIMENSION GREATER TFT A i PLACED T2W WM WASHINGTON COUNTY D E ON GRE TF AN 12 INCHt.. ..N . L BE BURIED OR L CED , r- THEY ARE TO REMAIN. IT SHALL ALSO BE TME RESF'bS0LITY OF 5. TME. REMOVAL OF UNSUITAALE MATERIAL SHALL BE $ IN FILLS. SEE DETAILS. PORTLAND, OREGON. { '�"' ° 52 THE CONTRACT(W TO CONTACT THE STATE OFr oft-ocN WAIER DOW IN Ct'JN�/ E ALN W11H THE 50111.5 ENGINEER.AS. 2 3 Cor.laa.t�+so AIASTEN (503) 081-MIS T!O APPftOW TI-9 FILLING OF ANY UN'StAiTA®!.E MATT�'fAL SMALL 61E DISP�E]7 OF AS 6 6 i D�ET'ErT WNED BY ATE SOILS E". PLM2081-00528.PLM2001-00"2 • �7S1r"►7M TAWS RCI�IV YAL ANY Erxi�-TAtY WAX*L:* tR„�iL'�7. 24 Of 45 �r , Vii. I j• e '�,,"��Jy - n :. i. ... rl� •. .tF::r....ur`, `_ .. - _. +MI 'y,9Wr r#+ ,.T i+ 4,n•►Wi'YklN�itl4n'F•^I.Z A .-f 'µ •A',- h, '>��. y, Ks' !MI (r f f f> 1 ; h •? 1f I: !�) r !!' �,, ,�, lil�lr I ► !i Ih f I1 I I �,, Err 1 ,� Np 0 r t 1 :! !!4 f i I!I f !!@ Ir9 2 ;.! 22 4i'3 2r3 24 29 �,! i•1�7 '1. 1' I d r7F -. 7. ,'.0# t I 11< 1 y, i t •_. �{tli.�l • y ^' , ,.v F u, .y�'1" 1�� ,. � 4 I� n., •'S IIY'� 1nPd �:"' '%}'r a,.:` ' Y .::,.i,._'•>- , •tip '" I• }.�➢. � .'y, i ,r:r. s1i,1 4w W 3 .s. n. r l .1nli K i .";1 ' �„ P �S, I' Y G , ,a� .: b�,..,,i ,..s"�..,• 1T:_rr°u1,...;,, :alFr:�l:l..°t.w�.__hwer;,`.Irl,c:!:stu^..;i�re,•�w-ra..,.,�tr.it:..:4u;•„,_..sor�.;"d,�:��.a�.,..,._.4. C..4E'�,v•... �,,P�4t„ p�a,a.r.,• .�.'. trt'.r,.n ,•. .av:u..,,N .,_.�4:•_ ..•- ,., , ,,.. ,sdG. `41M t,4 s 1f, AK (0000 tic w � v / •� tn y d I aao26sfomw- m?' tic SAN m _ CAKN A43W � o 1� •cw- mfr �i . Ear A!?,>»u r �- f aT• fuel fl-(s) � A Ar W—_Wt -- Wt—ir aMr- GOPw—GAY--_ - GAt slE NMRME CA SrA 0#0 sw a • a .., ,,, _ g v _ — �• _ ]D p 10 ]o 00 —V —1,0 __ v v --v —v -- — — — 4 u ,,01- .n ,w rap c -- _ '_ .• . /"' law 1 loch - 30 It. O / 0 U" 0 T=snincc t ou r(�a-aoai e e 1 5 1 r✓ IF W mom Ir / Eris � fuM•�.fr 1:M! � u no 1 , rAX LOT� gent � U12� o I I � Ono nne 1 rrxfc - -- /� "'o LEGEND. Er24 EDGE OV PA VEMEN T ET30 /e / 2 L„a„CA=war+ 1 ono 1 DECIDUOUS TREE / w•'mow .101 -- num WN am D"' Tar LOT / 44W • ; EVERGREEN TREE _-�-_ DVW I r" LOf / 4W 0na or►a �1 TAX LOT / 42W _ _ _ PROPERTY LINE . nno �1 w POWER POLES t ua one or ►` nrD WPM /'"� �' 1 -� SIGN m m / 0 r rt WA TER METER a °' j Dix1 ■ CATCH BASIN ® MANHOLE 1 D1e 1 —• — UTILITY LINE, 'W' WATER, 45 om �-- nrtX►o F. $c-" -- 'SDS STORM, SSS' SANITARY p(' s� leap' E W �l J End Q Ortl Ela Ela 21I--z MG - A O l Eno --- Eno pfp Em N 0 TF: of TAX LOT / 3000 M I PRIOR TO CONSTRUC*10N THE CONTRACTOP _ / SHALL EXPOSE, VERIFY HORIZONTAL AND riM°w / VERTICAL LOCATIcv, AND CONNECT AND/0R MATCH THE EXISTING UTIU LIES AND IMPRMWENM IN CONFORMANCE WIN THE o+ ' INTENT TO PROVIDE COMPLETE AND OPERATIONAL v ►�cooc ✓ // , ,,� SYSTEMS. Q I TAX LOT / 4eoo THE UNDERGROUND U71UTIES SHOWN HAVE BEEN ? o TAX LOT/ X01 � 2 ''r I _ LOCATED FROM FIELD SURVEY INFORMATION AND w � � a, N EXISTING DRAWINGS THE ENGINEER MAKES NO GUARANTEE THAT iw UNDERGROUND UTIUTiFS > Z I TAX LOT / 4M I / SH01W COMPRISE OF ALL SUCH UnUn£S IN THE li [� y f AIREA, EITHER IN SERVICE OR ABANDONED. THE • / ENGINEER FURTHER DOES NOT WAMMNT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE O EXACT LOCATION INDICATED ALTHOUGH THEY ARE �+ LOCATED AS ACCURATELY AS POSSIBLE FROM I I / Uj C14 INFrWMATION AVAILABLE. THE ENGINEER HAS NOT ] 0 0 SAW PHYSICALLY LOCATED THE UNDERGROUNDCAXN AJ . I E w,raw °n' Nurser U TIU TIES Q lei. o alar wiw r furAd"W I Kw ALL EXIS II NG S TE CONDI17ONS AND ELEVATIONS W 0 ' N WNCAMNW AM 1 SHOWN ON THESE PLANS ARE FROM AS-BUIL T U U `�19 ik= r E�*e/r ` DRAWINGS AND A SURVEY C(W)LETED BY THE - — t festa frt s al `s' ENGINEER AND OTHER CONSUL TANTS. THE CONTRACTOR SHPU VISIT THE SITE AND VERIFY LJ -- ---- -- -- ._. �-- ALL EXISTING CONDITIONS AND ELEVATIONS ARE D KS/HER SA TISFAC TION. � . • �w--..ter•.-«t-----ws...r�„v_-.� ....�..-..w—�r—�___.- - - � II �t re---ar—w—rr—rrc wr—�a w---a,:--as}--as—ar—as—w—au -we•--a� --ou--e.<- w—Mr-_arr -w . LA .-�_... "'�""""'�'•-•-iM•--Wri---•-�F-•--••M-•--•.,M-.--M•--'•..N. � M---M A lF=—�-- rF-----�► w- ` � .,. LOW W y ---y y -..�.y .. v ��..y �.�y y .._.y —may E ...y —y wy #/v w — w...._� y!1 ; � —_ —Vp y —� IMIi(II�.H►Mt!t" T E iM-ldr.91 i r jar N 7.y A)" E Yr•lrrf.w 12• `v IE Qlu1+ldAAll P�'rla C O icow a i Pt.Msa>I�tr.n.Nr:oe1.00u: GIT of Ib ' 'Y 'tl.. Ua. ...R1lIw . Yw .ewMbM4iVr . ✓.u.. w.ww+ .ww a.vw.r .evw+.w.vw+.Mwr: w•.. .w...vr,._..w..n.w..e+r.+rr—.e..•,o........,rw.«......nw..,..w.++.-n ...•...+....._w.., ., rs.w rrrr..i.wrr f4MAnIMr . 1 .AY '.- ' _ . '/n: •tl.Vit: - i7`;' 'ilii + tN. -.,. ,:. ', .,, '. ,. .,. ....-. ;,., l . ..,. :'. b. '�.F. t�•t e :,4° Nf .:;r- . �f;.f�'. 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't,.. y i x { .`..n'. ,nl��.�' 1, � � _ wlM+llM.w.b•W' l:Y'W)i,w.. _ 'ii:,..,r. •yrfid,'MI. �� , f !11.ji !: 1 {!! .11..E ;.l.I 11 1flit ii d � 17 1e 1 i,. 214 67 'lt0 z F ... . ...... :H'-!^7"r.'.i.�.tddlA'nm,.,�.r_ese::.ii;.•.d b: .i;•Sm Y k..ro.A.++.. .a ' ,- �i.S S.Ca, ..� ,.." .. . kl v. , 1 i •t^AY^ f L4i .r.. ...w r,:...,s- :. . ,.....Vu .. ..n .l•»V•. x. :.•,w».i> r: A rau. : „ •.wpY..evui:..a,:+.p(' `•,. -_-.pew..a>:,Yn,.raluk�JlMuNiYd.YDtLsr...W: :_.e . ..safe .Y4wLa,.i:.e..:ckv...i... r•e- --,- .rraa.,.ww....r.,.aa.r.: Jdtihtill�r ' j 'LiYi:Jl1 d- =:r:'::iSa:,ia.'1k.wad:e.r+,.....rk.Y+W.s:.a•..✓ ,.• .,..: ...- ,w.l.:s+..i::ru,.yl�A.e..r.,t.+,_, _:u.av:». _u:lv:'i.r >..-,rawer 'wi.'r'.•.. ;a.wkYf .i'>ti.9wM.:rw.. _ -„w...::a........-.._ ._ .....:...r .,. .. ,_. ..... -.. - ..._ ..... • � � � � R8 r0 a v w�'a p�j N Op p, Q) G� 4 — _ 94 � 4 C _ 20 0 10 ?0 �0 Q GAS GAS GAS- (,AS --- GAS GAS GAS ��- GAS GAS GAS �----- GA I • � �� GAS GAS• - GAS --- GAS -�1—_. �S �S �S L G^s GAS -- --- -- — GAS ws I 20 tt ~ -\ frrA S- ..'.:...-.�-_S�-•+SSS-.- S SW CORAL sg s / / � w n� . � ----eS S �•J of � --- V V i A / � / O V V V iii S „�— V V V _ V - V' — V -- V – V _ � — r� ''�—f sD so SD � APFWO Af LOC /� v t'' v y v v v _— „ v 4 — ----� - '?26'MBBE ABANDONED � .`I h E BE G WA '�'T 220 0 �, EXISTING WATER M _' __-.-- _ _ •- (NOT IN SERNLE) _---� ---�'� D T 2X6 "-- �'-� ------' - _ — — — -• 0 T2X6 — \` � = LL TREE TO BE 22 REMOVED (TYP) —.' _ � ET18 1• , O T T O REMOVE EMSTING mmW T79 7- HOUSE & WALK D r,24 .... ` I � 0710 OT2X6 / / v v •ti . . - TREE Thi RFMAN�I 1 / / HOUSE ET24 Q>.. ET30 n . TREE TO BE o $ c I OTIO REMOVED (rYP) � �q1 D T14VE- EXISTING t� D Tat; 04 !/ L�T10 OT12 OT18 I - Q APPROXIMATE LOCATION �, $ w OF SANITARY DRANV FIELD f°I%' w 1 CONTRACTOR TO FIELD VERIFY � PRIOR TO CONSTRUCTION 1)T2X8 E, OT16 - ---- -- _ rs o T2x8 % D TD --'" 0T2af ; ti U I I / 0 T3 41e'. TREE m BE / REVO D (�) /'" 0 T 3x6 0 T6 ' D T8 dj 216--`" 0 T DT?.X10 DT47 -- I �- - -- Lu _jj 0 T8 _ .- E -.• DENOUflON MK)RK SHALL INCLUDE REMOVAL. OF ALL STUMPS Q �` E TIl - w_ A,1D VEGETA nON DEWS CONFORMANCE IMTH ALL LAND ARFA l REGULATIONS FOR SUCH WORK SHAD_ BE THE RESPONSIBILITY � Ore F, rA Ete -114--- � 1 212. �� OF' THE CONTRACTOR. ETIO ---- ETIO REL� -212'---- Z 212 ET6 REMOVAL OF EXISTING 1NIFRIOR FENT SERVICE ONES (AERIAL AND UNDERGROUND). POLES, ANL) WNSCELLANEOUS QLAJ .\ ry 1IFMS NOT , AND TTFFIIEE CLEANUP OF DEWS IN THE V ^ I I ry CIONSTRUM N AREA ARE ALL TO GE INCLUDED IN INE Q REMOVAL W M. o IT SNALI_ BE 174E RF_SPON51RIUTY OF THE CONTRACTOR TO Lu� G LOCATE AND COORDINATE THE REMOVAL OF EXISIlMO UTILITIES OR PROPER FTI-LING OF THE UTILITIES (SEP17C TAWS, L.IIVES, ETC..) IF 174F_`' ARE TO REMAIN. I T SHALL ALSO sE w RESPONS1811_ITY OF THE Cfl~VMACMR TO CONTACT INE STATE OF OREGON WATER IFAS TER (503) 081-7018 1O APPROVL: INE F71-LING OF ANY SEPTIC TANKS ANO REMOVAL OF ANY EXISTMIG WA TER W_1,IS. -- t N�rsr;rY�;y;y i A Co o #i: y'• ' PLO2001C-0�tD.PLMf001 00041 1t of 10 _ ' Mtl"Mlr'UYq .T1..IIIY.,r........Y..R ..ka•. Y...p,..A...pl .aml Mimi _ I a Y. rf ', F` ""'"w+Y 'wV:il.p.IWYM+p.+ ... .w+w,- ..—...,+wwabiw.,.wrw»P+w-....,_ - ,.,rnur,a.,,_,.. - .-_....:-.....a....w,.•.. .. .....—..-_ .... . --- _. ... .- R+MPMkaet. �a4Mwarwr, ., ,,.. ..,a ., ,,... ,. « .. .. ...,. . ,,.,... .. » .. - `-.. .._. ..... _..., ,.—..,. _.....-.. •-,... r .b,ew: (+!- `„y91(�f�' y,�;,; a'� ,,.,. :. : ... ... 7�7Ci .. ,'"_+¢ .. ..1R"a' '4. .....a n M... ..:..... , t ..,„: :r ^*. ... _ r -....•.e+.a.-nrx^..,..,....+•.+nM.•:..u,. o..w.•+. .. _ F r-r 4 ,:'. :, .: I ,t r l i:t , ,; I '•'” I ,r 'M irp.r.+� F��t k; � >. .St. .. i : .. .'.... '. :: : ilri��11 1 t- t , 11 ... . : . 71. ..: .. F+... '�:•l�r.,= .- kl t�. . : ,. .ITT I t i G ? t 11. t r I Yd I •1. i i , { f n. a, '.` 4a .'A 'M.;w>y' :.;.:, Li.l ►{� wit F f3 ill 1 1 12 t 3 !d !9 1'7 tF tp *I 7 21a 24 2}5 ata 27' :is 29 ,30 IJ , YF ' k i _ y 1 ..,r, ) «, a-: � te'r.h ,nbt ,r r.. .a' .:Yt rG Yti",t. Y 'v fR'� N •?+l - I'I�'. 1 4, k� t�a'Y � a�ygr. a 4ti < r tM1i �." s Y . r, �:t 0 1, :j r e,. is y% p.. n .c C C4 m ' . F� ;^ � E SEE SHEE T 10 OF 13 ►[� �� ' FOR PUBLIC lMPRO VE MEN TS /1 GJ ---- --- — — TO SW CORAL S TREE T � _ GA - (.Al' ....-_ fiAb WS ----- lH1u GAS _—.._ GAS _ '•+_ GAS ----_-_-•--- W« -.._._..$AS a p O /0 20 �p GAS _�._ _ GAS GAS GAS __.____-_ GAS -- i • • - -- . 1 GAS GAS __-- _ -.. ___._ — _ — __.._ � - -- — ��_ �S H - -. irr—'—•-7Y� GAS (iA`5777"" GAS _>.,,ns .• _ rrc c,�s ----- -- tri;-3�-tach — 20 ft.. N .S$ i '• in SW CORAL STREET � �"-'.rs��-ss_____s s :-- ._ • g - w --wy ------%Y--— lu __ _. -- -- --- -- _ --- • • • d • • •• ___- y V r d 4 • •• - ° '- V V t w • N •+ I v •+-fi as a,rr,^r.r_s_�s�,�ra rte---• _ -• --__.__ _ '� _._.__ 10.0' s£1HA cK (rrn.) 4 STD. STALLS — w: Z - -,f 5 STD. STALLS -•-•-30 00' - 10.a' S£18ACX (TyP.) r .3' 3' a5' 5' _ /- cx MIE S>>DFWA x - -i — Cd 5 5' 3' .5' a5' 5' S'- 5' S' .3' ( U C C C IM>>EELMAIR RAMP I I U I � � I r,RO5SNJ1U( 6. O S/Rrw (TVP.) I 2 CQI�Ar.i STM I S Co. .Q� Apr 5.0'0' 10- aa' `v • 73'x 15.0'VAN C .a G :• o O 8. '4. X T .0 �/ i;r ACC. 24' PUBLIC -� •t y o � � � AccEss C C 6.0' WALK ' SS' S' S' S' / EASE7NENT d . .5 . r ITE STATISTICS � • TOTAL SITE AREA r R, ; •r --- (.7 r ` 33,4 sq. ft. N ,rttrp to `"itrp:y FAW ,Vl _-_—__ I i PROPOSED OFFICE BUILDING ROOF AREA WQ RAMP 22d.A in <,, 8,228 sq. ft. 0 �[, TRASH ad CONT, I PARKING, SIDEWALK TRA too , SH CONTAINER, MISC. __ r IMPERVIOUS FEA TU �--_._ s caNCREr� RES, ETC... MAR 77N _ - � , - N MOCK wAu 18,OG 1 sq. ft. OFFICE , ••; — _��_-- / BUILDING % TOTAL IMPERI VOUS SURFACES / ,/ / , •, -- r v '` 26,229 sq. f t. v FF ELEV 220.20' /� C) i 07"'o /� LANDSCAPING b v Q r _ - - REQUIRED 15% OF SI TE AREA L N / / + Ca14 ' 5,020 sq. ft. f— / h — `� ACTUAL 21.6% OF SITE_ AREA '` , " w k 7,230 sq. ft. J in ALLOWABLE (ACTUAL MINUS OVERHANGS ETC—) Q- : z 20. 1 % OF co SITE AREA O : r 1 yew tr - w7.00 _ ?�0' �-1,1.5' 6 732 sq. f t. 4J l..l A %JL LK op Q O 5EmAcK (Typ.) ' PARKING STALLS 2.006ERANC 03a 04ERH c � � o Lu REQUIRED 2. 7 / 1000 sq. ft. = 48uf - i�(,>I �r1r{,N,k7�P: 1YJR7�'f1'7k}1r..:'• k.!:d:`.::. r ACTUAL TOTAL PROVIF 0 54 ,r COMPACT ALLOWED (50%) = 26 � f ( PARKING SPACES BREAKDOWN , z STANDARD = 26 L_ , �WILDING / I COMPACT = 22 c / HANDICAPS = 3 G TFRU/ LON A ,� — 3 -.. 11116:v)..IM.YMM,4Y"-...: MMIY.WiYM, M.Na•w - y.wMms.,,+a..•,,:...w..m:+Y.,,w.y6rpaWi.rN ... ...___._a .... - i...+,....,.... , _ -' .. ,r4�apM,w„ ++ •.+wMYr..• Md 1i1.:iti:, '-_ „af ,Y, ,uw:gry ,'", . 'rk,.-":, ' .....,..,.,_.. . .._. .._......,......, •.....,•._ —_—.. ... .,..,,•:.,,a...r,rw.r , ii` u` I F 1 1 .ixili Ilt til , 0, 77 r, ait( 22 11I 140 • 10 1 17109 2 7 9 7*0 1 i yy� Y ' re..-d.,dlyy,:..J:�r.Ai :«,...:>_,,.,a:yat�c.,y.wS:Jr+Ly,,.:•.iaakui,u.wn�Rk.a.lei:�.-•:,..�...:,..i:::.•m+�....',a+dA.»a:ru>.1YPn;f',.vn:w:rr.r�:u�J.:..a;.:.r.l,..;;.. QQ u '� N �i Q . w a u S N m 00 v N t C, . o o C GJO(,31PG0 a -- j 44 4a d --s - - _ v a GAS GAS ` GAS - n _ \ v A - --- ------- c 1 GAS - GAS - GA. (SAS -1t^� f AS --.GAS CTAS - - - . GI1�.-GAS GAS -- --- GAC"}'T_., GAS - _ 20 � to 20 .o pS � GAS - ' GAS - -- GAS -- --;---.. GA 'e' --�- - s --- --Ss. y GAS y GAIT - GAS - - GAS SW CORAL S' �; s t- 17 - _GAS GASB^hi 20 ft. U V y ---Ss uz Q4 V V - V V V TW-22&0 V ---- BW- TW-227.0 �'-� --� 1 ---� ROCK RrTAXING I��'� zZ2 y z - 1 ! w1,._;. (Trn.) ( N ,, 221.0 1C V-221. L� SEF. DEIAAL 220.5 EP 22a -rG 220 T2 / EP V-A• JL^Q N6221. 1C EL-V-22t5 221. - EP ELEV 224.0 299.8 . : . . EP WV621a3 219 rn { I INLET�I�fI01f !i0N / _ '.• TW-226.0 I l A- MY. SEE �)NL � v Ci U ..� ...., »!ri.221 o Z' , GRA WL c sT►�cnoN :: .. �/ - --_� ENTRANCE E DETAIL , _- I 9 .... �f.� EP ELEIV_ >�a�►�-2�ar zee_: � 6 m j` o+ c ac .�. QD QL o_ / t ' A TC 210. �'` (4; i 1C qfV-222,0 � Cl U eC I 0 EP •21A. - tc 0 - - EP EIFV�-22L5 - �7 `""'_' I ,' / �, t9.5�+ + ------�.• . .. • _ _. __..._. _ � rte\_.el` � o two 1C aIW2V.o SED/MENT FE7V(aE EP afw?2a5 I (TYP.) SEE DETAILLJ q (RASH >c EtEv-2ltr.d /� `' w T. EP Elft/-2l9. ry 10 MAR,, / LOW POW / o / ELEV-21&2 OF,PI CE 1C f11219_7 1 i ILDING' •,, �=�= EP IV-219.2 / / / - �f I ` O CL ;f 1\ T11�?16.0 / tM,a w k ori S 5}K J F i F� kl t!ff c f / / i +�1 /w�_ ON�215.0 ' / / / _ `V Q ;' 1^ EiE1�t1a/ TW-216.0 O 4 � � .� � iC ELE•Vd?1Y d � j •�• EP aEV-2113 e+ I iG y; .f i t.14 e, PI � �tyy'��.�t ------,_.��,.� ,�„� _._-�•-•_._...-__-..- r..--.�' ---•-_..-___ 11 y!i -ROM RfrAWM r �Xr�' y Y �-' ° , "M', v�tYbnr sir J. --..�g�.� -• -'� - ___.._ _ •218 WALL (hr. frAI � � d Qp k a r TN's?i6.0 OW-2135 Q OW-213.5 1 Q � � j LANDSCA AREA i ?ifi. U ry __f r r' r ROCK REtAEVMtC TW-216.0 / / i_ -� �`-" 9lN'#Zf2. -�i�� q?; . ¢ WALL (T1�P.) _ �'l ^212.0 SEE OETA11. e rti V) cr.,: HEDGE r i f «. •a y .,;. ,, �•., �t'1'1I Is"M'�' .�� r �� w+ ,t, r +{��►11 ��tc�r��"tltr -- w..._ ._ .....�..• ..___ . 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EROSION CONTROL (ECP) PLAN NOTES FiL TER FABRIC: ArATERIAL �� SLOPE FACE � r c E x.'S'TING SL OPf 3 FOOT HORIZONTAL OVJWMD, ' u _ 3Fi NRpE RQE C S y p USE :S2 x ?EPOS TSS ---- - OR EXTENSIVE SLOPE FACE COM PAC TION �� F/�TEI� -- r s FABRIC d C 1• COON]NAC TOR MALL tNV5 TAIL AM') MAIN TAtid EJPO90N/°SEDdMEN TA TICUV (�ONt TRCIt � - - MA IMAL _ • y 1 DURING C NfSTRUCiipd PER THE WIFED SEiIEIRA'C,E AGENCY (USA) EROSION PREVENTiGW a T - e -- - - y a AND SEUAYEIN r CONTROL PLANS -- /EC HNICAL GLWANCE HANDBOOK (TGH)- DATED _ �$� C c FEimARY TtiS14, AND must cowl M To NEW TITLE f0 RioummENIS, h V < �< 2. IT IS THE Alt TElV T OF TW.SE PLANS AIMO SPEG�FTGJA TTONNS Tb ENSURE THAT 10i :� 4 M>hl � y SEDIMENT LADEN WATER DOES NOT LEAVE 7HA£ NOW SITE. THE CONTRACTOR SHALL t _ USE ALL A VAA_ABLE MEANS TO ACHIEVE• THIS R1EStAL T 6' MAX►MIAIM SPACING �! MIN. o R - S 3. TAE 161PIE]E1NTAIKXV ( THESE ECP PIANS AND THE GtSTRlAC1TAW, FRONT' VTEw DRAIN NAIN"AIWE. REPLACEMENT. AND UPGRAOM OF 1F,'S'E ECP FACKJIES IS THE zIDE MEW 2 �- 'o RESPANSaUrY OF' THF CONTRACTOR UNIX ALL CONSTRUCIKON iS COMPLETED AND NTS NIS (xo' Malt.) APPROVED. AND VEGt 7A A XN/LMDSCAPING 1S ES TABLISHM ANGLE BOTH ENDS OF' FILTER FABRIC 4 011E ECP FACILITIES SH04W ON THESE PLANS MUST BE CONSTRUCTED W FENCE TO ASSURE SOAL IS TRAPPED iJ '• &,?Y 00"OU OF FILTER FABRIC 6' _FILL SLOPE BENCHING DETAIL 2� coN,AINCTiuIM W7H ALL CLEARING AM GIRADING ACnN17ESr AIMr! w SUCH A MANNER V1:RnCALLY BELOW FIN19HE1� GRADE. AS TO EIS WRE THAT SEDrM OV1• LADEN MATER DOES NOT ENTER TT'IE DRAINAGE SrSTE)w ?. 2`x IC ETR, BEL CUP SHE NTS G OR VIOLATE APPL.ICAEAE WATER STANDARDS Vit 2 PIR.T5. C I i 5. 111E ECF FACSIIES SH>}Uil�l G'�1 THESE PLANS ARE THE WNM/lM/ REVU�VTS 3 STITCHED LOOPS TO SIF_ MSTALIED FOR AN TICIPA TED SI TE COAO IX NS D(/IiaiNG THE C ONS)IftX ISN PE]RIM. INM ECF � N TjiOCX / UPH U SIDE CU' SLOPE. FACILITIES SMALL BE UPGRADED AS NEEDED FOR UWXPECTED STORM EVENTS AND TO 27x 2' POSTS 4. COMPACT ALL AREAS OF FILTER FABRIC � ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE.. � AND A TTA Ga►,t TOP VIEW . - 1 S. iHf FCS' FALYLITES SHALL � INSPECTED DAILY BY THE CaONIRACTCCJiRR AND _ NIS ROCK SIZE SCHEDULE (EDV - 2500 - 250) LBS MA'.TA'.dD AS NECESSARY TV ENSURE THEE CONTINUED FUNCT10fA . �--- SEDil�lENT FENCE 1 D(F7) MIN. WT. (LHS) TYPICAL. SIZE (IN) I 7: THE ECP FAaunES CMV INACTIVE SES SHALL BE INSPECTED AND MANTAAIE]? - 38X3CiX20 0 A AM MI AI OF ONCE A MONTH CUP M THIN 24 HOUNDS FOLLOWNG A STORM! EVENT NTS TGH DRAWING NO. 3-2 6 9 Z500 � ML ALL STORY INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT FTICIM PA+ � 36X3OX20 LEAIAN6 THE PROJECT SITE AT NO T11E SHALL MSE' THAN GONE-FOOT Cli' SI<DIlMTNT 000 28X28X28 BE ALLOMED TO Ar„CLA"AlF MP'!MN A TRAPPED CATCH BASIN. ALL CAiCH BASINS 34X26X18 0 AND CONVEYANCE LAVES SHALL BE CLEANED PRIOR TO PAVINIS. THF• CXFANVVG S 1.5m_ 34X25X I6 v GDPERAT10N SHALL. NOT FLUSH ANT LADEN WATER iON7O DHE' DOWNSTREAM A� 1 L FT (T. (4emm} )Yi1M + 28X?5X16 515TEV I 3 1'0(DO 22X22X22 �ZLJ=l- ALL AREAS D►STIAMED Br CONSTRUC'TTON OF THIS PROJECT, NOT RECEIVING A HARD. DURABLE SUIEACE SHALL BE GRASSED ANDIOR LANDSCAPED AT TATE - 1 500 2.2X 19X 14 EARLIEST PRACTWABLE T1W � �� _ 18Y 18X18 10. IN GENERAL CONSTRUCTION SHALL PROG,IRESS FROM DOWNSTREAM TO FUSH GRADE UPSTIREAAL THE GDfJnmoiCTOR SMALL CONSTRUCT EG2'' FAC3uniS w caNI.Af cmw cur OR Fut .. , ,* WITH ALL CiEARING4 GR,*-n4 G AND OTHER LAND ALTERATION ACTTVITIM PA• TtX_ OFSLOW LEVEL TO 2H: 1 V y a SLOPE MAX SLOPE �J I1. STABILIZED CONSTRUCT Mi ENTRANCE ARE REQUIRED AND SHALT. BE INSTALLED A D MAINTALtiED FOP ITE DURATION CP ITE PRGD�CT. THE LOCATION OF 11f5E ENTRANCES , H SHALL BE COORD&A TED MOTH 04E CITY OF 7TGARD PRIOR TO CONSTRUCTION H/a2 BUT 2 FT. (610mai) rrsyVliiq,JM OR RELOCATION.TIOIN. ADDG TTCU W MEASURES MAY BE REQ A RED TO FNS THAT ALL AND 20 FT (60960m) MA7 MEN E)USTONG PAVED A LEAS ARE KEPT GLEAN FOR THE DURATION OF TW PROJECT. C004PAC TED SILT OR CLAY m iZ 1F.M1PORARY EROSION CONTROL MEASURES SWAMI. RE VAN FUNCTIONAL AND IN S(WL (12 TO 24 INCHES THICK) px•••• � PLACE UNTIL 11FE71P REMOVAL IS DIRECTED BY 1HfIE EIV�1M4ErER THE CONTRACTOR ; Y .. SMALL X PL.E"TUY RESTORE ALL AREAS DNSnA ED BY REMOVAL OF iE IPORARY o• ER+Q'SION CONTROL TROL MEASU REINS REMAOVED MATERIALS SHALL BECOME' PROPERTY OF •�NATURAL OR • Fvm r AREA BOU.'JDARY p o � � 1 a t THE C ONMACTOR TO 6E D17CWD OF N ACCORDANCE WITH APPL/CA&E LAWS AND . ,! �� FA�f aaA� 1 STABLE TEMPORARY Cur r (SLOPE ANGLE VARIES) ? 13_ APPROVAL OF 71-US VKWON I I CO►V TINX (ESC) PUN DOES NOT SETBACK DIMENSIONSCONSI3 4'-0 CRUSHED AGGREGATE. ELE14E TU TE AN APPROVAL ar ANY oiNER P1FcCaf'f)SED PROJECT DE�rpN NTS UBC SEC77'ON 3314, FIGURE A-33- 1 6 H LIGHTLY COMPACTED IN 12 � o ELET.aEN T. INCH LIFTS_ � ! 14. APPROVED ER(r2ON CONTROL MEASURES SHALL BE TAKEN. TTyE � iY1MTUAC!1D CUAI A 00^1,,rlt• w-- Vie. ,rr,. C muii 'vri .:..s ...._ .IN I lLISI ' 1 1/2--0 CRUSHED AGGREGATE _ C PEIPSXJhMNE'i.. NECESSARY TO MiNNTAN4f SUCH E1P+QSTON PROTECTION 0..35H -� BY YSURES ANY TNETNE' CONTRACTOR ACCT HIS/NE'R CAUSED Bim. S14AIL. BE CORRECTED !NTN NO MORE THAN 71[ FlNES � NOTE. PASSING THE NO. 200 SEIVE, rs z 11 PE CONTRACTOR SMALL VVWY THAT AL1. TRUCKS ARE OItI01. SEALED � 17-1 LIGHTLY TAMPED. W" MANSPORW#G SATUIRATED SOiLS FROM THE SITE RATER' STAKLNG OF BAGS MAY BE h PLAN VEIN RECy4REn 09NG (2)I x 2 ORIWP�A( FROM 1R/IN<'�RTANG SATURATED SYAL.S NUS T' SIE d�I1S NOW SIAYES OR APPROVED 6- LESS TNAN ONE GALLON PER HCXIR BORE LEAVW, THE SITE_ �- EQUAL PER BALL a, 16. THE BOUNDARIES OF THE pEARNG; LIMITS SHOSW ON THIS PLAN SHAM 4- dA PERFORATED PLr:cT1C PIPE BE CLEARL Y FLAGGED RY THtlE HELD PRIOR TO UptVSTJPIJCITONL D11 1G TIdE ®� P r•A• 6' OVElR!AP SCHEDULE 40 OR ADS HIGH A Y GRADE- C CONSTRUCTION PDRIO!{D, NO DOSTUINW G:E BEYOND 11E' FLAGGED CLEARING � � TYP1CaV• (n a^ J vl ' LIMITS SHfAII BE PE7PM/lEI1 ITE• FLAG,�OMNG SHALL EEE• MMITAAIED BY y ; TALE CONTRACTORR rOp? 7W DURATION OF COINS7R'U+;Titi1N. T's, PT•W' KEYWAY v { 0.4H MIN FOR OSHA STABLE ROCK Fes- o 17. 7HE CCWTRACTUR 9"U. PR+GVW WIF WATERI.WC AS NECESSARY TO � �• 0.5H MIN FOR OSH9A -TYPE' ASOILS- � � o REDUCE OW EROSION GE ENV{ SOILS. � h Ta RE-ESTAE USHER GROUND COVET? PWAR TO REMOVAL CE EROSION CONTROL MEASGIKS NOTL_ 0.6H MIN FOR OSHA -ryPE B SaLS- q l ! of 0 I Pt 'A' MUST BE E` � � 1N. SUPF'LEM NTARY WI':�T MEATHE7R MEASEAFS ARE REQGIdV" BETWEEN NOVF3A1BER 1, ',�CTTON A -.�l MiN. fGHE? THAN TYPICAL ROCKWALL s P T. 1B d AIND APRIL Bat aw ADD11R7P/ ro Tr'E BASE ME�t.S�S PER SECTION 3.3.7 & ��--�_-_-- NITS 6 3..3.8 GDF TT#" O TY OF Tttt•,ARO TEO"CAL G MANCE HANSD900K 1"4. _ ll J �� 2CT. G RCX M SURFACES I VDOSW OCJIMG CONtSTRUCTTON SHALL OF SSD PER THE UNIFIED SEWERAE A(TNCY EIROWON PREVENTION AM SEDVAENT C)ONVT1ftx PLANS MTHO CAL MAIDAINCE HANDAO W (TGH) SECTION 3.3.E Baa. ANO 3.�a BI DFI L TER BAG a , - T MAY BE USED SHCR T TERM , p v J DITCHES & SWALES ►- ri i NG NO. 0 � PHASM N .,P , OF DEVELUIPME>t/T • s 'LUTY MatK AND w/ ..: ,. N"5 TGH l�RAWI 3 STANDARD ► T 3 Z N n 1, NOTES FOR SEDIMENT FENCES w `' I• 1140 FN.TER FABRIC ST'iALL BE PURCHASED WV A CiONnO+fUDIIs ROLL CDlAr TO TW LOO G 1H OF IM BARRIER TO AVOID USE Cf JOINTS MIEN JW TS ARE NECESSARY FXTER CLOTN SMT. BE SPLICED TO6EP" £�Y AT A T POST, WIN A �' Q � . AIMpMIL1M +M-#IYC21 OVERLAP, AI+A3 901H �I)S SE'CAA�Y FA51E1rE17 TO 'oH�f POST. VCO A CATCH BASIN AREA DRAM ON OVVW-AP 1'M7- POSTS AMID ATTACH AS SHOWN AT RIGHT. G .d 4 NTS NTS LLJ PO' � � TIE FiL TER d AIBIRK; FES STALL BE 6NS rA1Eu TO �.LQw THE G�7N T011R:'� , '� •' , ..� . . � , , -�:. NN'9 'Of FEA.�IKL THE FENCE POSTS STALL BE SPACED A AiAJgI" Ofr 6 FEET APART (x' AAO ��x qtr Ilvtq TME � A MruInNI,N►� G,T�' 78 �. FLOW 11:( -•.� �' 3• flE FXTM f' Wa• SilAl/. 14AVE A 14fIM6M+(IY VGn Tn•w� r:�aO//L Cld` 8 lM4tl^W. E-rJ, RAMS 25' MRV_ y ti OI TCHI BO"m AU TEL► TETRfA. FLRQAA 3O- A FII.TER I'ABRI�CC FDMCE tNSTALLA TiGJIN. �'fALL BE BACK FALL.ED or] C� N d'I AND COWACIM ALG'IVG` TIME EINW DOSROMEiD AREA ` CtFAN PIT RUN M ,7'-!OMNIS !NPA VEL Y f f, FLOW f STANDARD OR HEAvT/ vury FR,ut FABRK; FLOE SHALL HAVE AtANUF'AcnA*D - S LOWS FOR .2"'W POST NNSTALLAR Mi.. SITICHED LOOPS SMALL OF NOTALLEO SLAI�RAOE RE>wi�TCTar�E�NErIT SEC TM A- 4 *�•' y/�ry ��++ Gf'O TED ME, AS 4MMED 7 a � �' � �' GDF TI.L LGM-LII 711�IG�►a. i s - . f` of.FTA1 ft Tom' FAONC FDOM ;SI#ALL BE �D W*N THEY HAVE ,'SERVED T1E�0 T i 4 tJ 11UL � 6VT NOT BETTORS' THE L*%OIFIE AREA PJAS 1�/�c:t�! Aid srA,�ILL2� � �+wAr�r 11r •20' MIN. FOR �r�E r �M►L r AND rnIPL.�Ex ali�ENTTAL � Dr Trx+ n�(.c- a�►-AH .. fA � V� BE WSPEC Era Or APPLIGANr/'�1171N1RN.-W GRAVEL CONSTRUCTION ENTRANCE 6 INLET PROTECTION � QTR Y ATTER Edi 1RalAPWALL AND AT LEAST DAB.V DtRRTN, PROLwONL�O RANIFA.L ANY i „al TRI O",AMPS .S>Ftl11t BE MAfiF AUIlED1ATHlr �Ir Th>IE OOtdTTIItCR NT'S �~ IGH PRAWW3, NO. 3- to -�-- 6 -- NETS ,.:H QAWING NO. �3-7Q 6 �, ,,... ., -'...._. ......:" a'•;-. .. _....-.._ _ ... - - - grr,-nn--r•lellrr -lrbrrrl r. n Irrrrra-irl-rr rr- r ra..rw.w�..•s.. ..oa.�.,...�o...wv..�,.r+.�..w..r.�. _r _ }5 1 , EEL- µwk"". ,1Mi.„r.'*rw. .ywi ..r.,r..,.vr .....,,,w .r,r .. ..... .. .., - .:.., a y'., : , ewl •w,trw,M• .. :+^^'TINA._• ,2,• r ,F'A, '... TCS"., ...-.. .. ?!.w:.• y,." . .,.., ,: ... A""4!°�•.. n�•.I.hwRaM6M►t!^9"'* ''T'•"t'ti'A'+'"!�"..,.. .r?r *'-91""!f.-'rM�.,mm,... ... -.. ,..-at l., at 1 � J, � ,, ,.. . ---m•Rp-.*+rr..,�R•v..r.RM .c . . ;wm. "r.1yR1'Smmrq.�l"l"�.�1" :.:'�' 'YyN1�'L'Mti�G1�h'wfYu!. .uvaNr. ..,;e'5, :.�I�bw',,. . °,-. .. t d•i 1, i _'q� inh�YaiG'�'E':d�1�t'a'A7h':HW L1, .N••:;y,n .y:,', LiC�RNr'aa# I !� ►Gy )i tM 1.A tt i { xI12IrZ! W .�. i►M I$i!S 1MB 27 SSI � - _ _._r+_.._...•� 3 f t' , „f r b 1•' ,fib �' 1,e• i ,yu ,i .: 4 ., : 1...,k r ttt 'wv, .: .: .,.�..•.: , .gip: ., .. ,,. ,. , 1 .>,n., .. .. n.. f r - a��rtw 1r�Y 3��tRtt7 +k�'?�j; 1: 1,4 R y+9n• 'r, s -S �i--�'SS------fii- V V -` - "_' _"(L-__ � > � �lL i» iii >i• Y U � rn - ---- V (rj N "C a .. --. .-_- ---- _ ------- -_ a _ • _1 _ - • ` " H •' ! a 1 ' _ q ,, ^� �0 N En t- .'i i`i s•��1- . .'itit�?� i 7i it i 1iT' "' „ . . . _ __ c: tct to CL N qD 1 t N i a, n �G37PC:1 e'PVc - aoo If 2A 43 24 •s - awz E • 6' PYA x o a x w • X ItIf if .r i 6. Ilm •S-1.0f[ 11 1 `,PVC - 0 , 1 inch . 20 tt S O 5 •�' a •• 1 CATCH BASIN / 1 8 INSTALL 6' 15 C0/ 4 22 INS TALI F' 29 INSTALL b" ct 451<iEirlD W/ 6" 45' BEND 45' SlEWJ 45' BEM 1 15' I If N - 215.5 IE - 216.17 RIM - 221.0 IE - �1 a V IE -= 207.18 / I d �) IE OUT - 215.3 IE - 314.92 W +1�0 LF 6" PVC -1 d1 r /> 4 //' , STOW X-NC Vol � ' ! SEE Of TAIL SEE DETAIL � O S=0.502 0 STORM NO TES; •/ � / s F E - ?14.x/ ! � 16 ov 2 CATCH BASH / 2 9 INSTALL 6' I45 T�" 23 SO CO / 7 30 Sn CO / 9 a 1. ALL PRIVATE STORM DRAIN PIPE CO: C,TIONS ARE TO BE / / % / TL; - 219.1 45' BEND AE - 214.73 RIM - 2122 RIM - 211.8 2 / 'RASH 31.5' IE N - 215.9 IE - 215.98 JE 20B 30 E _ ?06.95 i / Fr1'E5� OR AS SPECIFIED. ' T / �,. 6'A''0 COW T. _ 2 ALL STERN SMR PIPE WINK STREET 7 + � � / � ` / � / g= SEE DEFAE 5.9 17 CO 5 SE/E6DETAlL45- BEND SEF DETAIL 1 . IWp'IT-�wAr s7'rAu ieif NsrAL.L�ED TF1 WATER � l / i .. .Ti / i Si1M,Y 11 RIM - 18.1 1 .. ..• I 11w X1115 I / AFAR(1N /' / � ® ff / 2 SO E - 4.41(6' d"• E - 216.49 nc['1 C .+. 3 AREA ')RAIN / 1 10 INSTALL 6" W/ 6X4'WYE 24 INSTALL 4" Ji INSTALL b'X4' WYE I STOW SETTER PIPE 9ULL BE AS NOTED LW TFC /�OF-l�nCG / ss E - 2140(d = 211.5 45• ALL 4.24 LF 4' PVC INS ALLBUJIE T LL 6,58 PLAN 51LEL'TS AS THE FOILONINC OR APPROVED EQUAL* ` BUILDING -- a� ►E _ 2085 IE - 215.80 O S-20% MIN. E = 20841 w/ 283 LF 4' PVC A. PVC (PIX.YM YL L ORIDE) SF•NNE F� ALL PAPE l/EF EIf V x.10 �j�/ S - 10.0 SEE DETAIL ® SEE DETAIL O 5= 50.18x m e.' AND fIT1N{XS SHALL L:�IFiOF?M TO STY F 794. L?-3Q74 (S�OIP 35)> �/ / > 2 'S • DIFTE IKIN VAUL ... MAD AASHTO M304 SPEC#XA1 TFC ELASTt7LOW 10'1f14"XCi' / e X11 SO CO/ 2 18 INSTALL 6'7!4" WYE 25 INSTALL 4' y' ••' 1. iGA9fElS SMALL COI•L1Ymf TO AS F 477, AND 3212 'FIE / (WN CAP. •OOc co ..,Fp PVC PIPE SPLALL CQI�'C11.1 TO ASTM 0 1784. OR APPROVO / ^ SEE DET 4 AREA DRAIN / 2 RM - 220.4 IE - 215.23 45' BEND 32 SO CO / 10 1b EGUAL. TFLE PVC PINE SHALL BE TALLER PER ASTM 02321 // , ,, � � TL; = 211.5 Ar 215.45 4.24 LF 4' PVC IE - 20836 RIM - 210.3 � � �• IE - 208.5 W/ 6X4 WYE O S-2.0% ANN. IE - 206 05 OR EQ1A►VALd]VT. � / / ° a � •_ � u ` 3.53 LF 4 PVC 14.14 LF 4 PVC _ SEE l7E T.NI�-� � v � a L7 PV CLASS C-900 COWORA W M ALL TW ABOVE UNDON ' / ! / ,/� / 8 1 SEE L1fTOX SEE UETAlLZOZ N SL+IAaAROS f j / / @ fd ®j w 26 CO / 8 G pLP (DiHCIILE llftfN PrI'E) 9iAL1 L 1 To 1F 211.7 cDU EWENTS ' '� 5 AREA !MAIN / 3 12 INSTALL 6X4' NYE 19 INSTALL 6' IE - 208.79 33 CO / 11 OI AN9 A21-50-1 OR A*VA Cl 1. (19"T I PUSH ANT. ®- c' • • TO - 211.0 LE - 21S96 45• WYE W/ 6'X4' WYE RN - 208.2 ! � B'PbC - as o0 KJ 4 - e - 12 If IE - 208.0 w 14.14 LF 4" PVC IF 215.21 I o THE 1/lM�AA/ TFN'l�7MCSS L2J15. :tJ --- +»-�. �=/ •S - osalr .� 3-SJ LF 4' PVC IE - 204.87 - - --- .. . _. •�.. .. 283 LF 4' FVC 12 NL7l D(AA/ETEI? PIPE) AND Sl (FOR 14 Np1 DIAUETER - - ti.M, g s� w w... .. • •o m O S=?.OR MIN O S-5.9570 W 16.69 if 6' PNC `' � _1ex SEE DETAIL � O S= 72,32 _ ANO I.ARG.�R Prv►'). MFf7H/1Aprar r CAS! PMU�1 FITTlII+OS S!{.a►l.L - / Ir I� - Lletp u' 75. © SEE DETAIL 1 SEE DETAIL �" � o COWORM TO AWWA C110 Alla BE OF A a,ASS Ar LEAST � _ � � � _ , EQUAL TD THAT OF IFLE PIPE •S-f.SOot s B C:O. / i -� 4 BACK FILL 9fAtf. L G�•'ACl1D A aN9TY OF �• © RAN-219.8 63 INSTALL 6" 20 CO 16 27 INSTALL 67X6" WYE 34 CONNECT TO E705T1NC 3 ACIW PER ASTM lJrxf7 N PAVED ULNFAIUbA1 5.59 w/ .7 53 LF 6 PVC $ z LLJ o ka f g !. 'ACTFCXY N l�1PAVEO AREAS IS aR AS W 5X4` r:._ �' SID 219.8 LE = 208G7 CATCH BASAV , w y1�F FY'y , i�1 �_ • / lE _ ?15.82 16'4516D O 5 = 6.507[" IE - 20.18 /� ` r D N SOA!S REPORT. r i GO LF 4 PNC j all SEE DETAIL EX IE OUT=202.30 S 3TL>Rii rAZAN LINES SHALL N AAXQW ilt ! / / /� /�'� ' ,/ 3 SEF DETAIL 1 TV YW IE 11S OF TW LL1L� m Gw(UBCA / / , {t'Ir ,4� 'r� �,, �+•: z r CITY OF HG W0 SPEC.FX4110AM 9mu Lr Pe'L 'AER /j / 219.4 'd r w 1, £ ''�' AFTER GS11ClIC1FON IS L�i1PL£L�NC'J.LADNMf' BAQr! f>ILNVC AFVO //' 7 NST 4' 14 Wit,` / 3 21 T 6" 2B T . �'rtt�t� f I � , ALL 6X WYEw WYE 45* BEND OIFFi( BUILDING' LE - 21864 lE = 215.96 IE = 207.42 Gl•IPACT1pY OF BASE RrOCK. I 7' / / I E = 216.36 SEE DETAIL 566 LF 4' PVC er ® 3 {`' ,}t K �S x Sn ,l 1 sy i i'sx•-.! Y Ll. ALL STORM DRAIN LATERALS SHALL, 4 NCH DUMMER c�� • ��yu� • S-?.OR IIIOt. O PW WIN A AMUw N SLWF OF h sF Lli , s 1 _�#� l•'3� � � a V t �fi i I 1 1 a NONNIi •� �j y CL W � 4_ g � = N v is 4 LLJ 41,e'a 4 fir- t �•�. • K i .. - -w.- ,...-... .•+-s. ,...r. .r l[7! `yam d d fiNOi•--- - SNS G�►S f x ; - rA4t ___ Gnt _ fiAS GAS fi4e - r c __ .. rar -- ,-•e __. . . r.• l4 'i F+ T .... ... r. .. . .... tA•^M".1'. .. 1 RtTY!(/'!i!!`+P'1fer:.'A•.t%. +4M•,v- A"M.v.. _. k: - .. l[:Y -' - `r.•',t+•. ^ln` ).' T""""'M +-'^I+ Mf,4f � . yqi. : S -,•. } i.,.n, .. ,.,..: .,. ...K,. >a Y . ,. .� I, �. � r d It kll 1Lt3 , n . �1 h ..:�.., .., 4.-, t ,�,,k,., 1 , . >1� t s.h n{nrt.. fCi• t i.2 r Y ., r, T, ti {.r: .,rt 1JlT r r _i,� .. .1 1' :i I# alE4 „f r. F•1i 11, ,�. ,c,.[. Ii1t -4 ;t! 1'''Yfl < r, F 1 C i lv ,. '`t4? 1.�r�,1 � {t�»tR+NurNM'a'F'31�,+Ftgp.'w..:', •, v! '`94 `a r 5 ih A l 4_A .-v..sL ..-;.._. _ _.. ... _ _...;.,._- a—.. .. ..,,:.. ..• ,-. 4 -__ r. _ - er. ..' ,..e dr .:.r•. ,.....: --.,. ` . -_-+__-..yWq rY1-m"� ypY<LrW.'Y•r� �.h+lW«..�t1Tr�...•r. 'MYIlkYL'iLY�.S� - .. i'�is..WW+r,X1YWiIN' ••°.•wl��..iwwi.yrMYlw.a�.i4M1.M.'aaw4era.l:fM4v,.+ .:�+a�,w.wua-.u..�....c+..r¢..n...lr.__...-_t..Wc.n l.w.Jvua.eF-tJ-....a.w.w_r6.14uWu.�.IW..►rY�.dNW.L•a4.... . •..r...f....w.-e Jw 4 a '-F_W.IY4:.........v �._._... fA1.Y1Y:f•�. •iM 5.7. 1 wc � �IIIi .-.. .. ...._..-. ., ... ., ,.. .w.._ _.0 �vw^ .r w. lee IL �n ►, .,� • `nom o ch 0 tp �4 0 SW CORAL ST.. CA STA 14+58.6,a27tr C'aOWCT TO EVSTWG 8" SAMTARY sEw_ w R a W/6" INSERTA-TEE, ;-S MANUFACTURED BY (� ► C L. FLONER MANUFACTURNr;, OR APPROVED EQUAL "`= ,• C N E - 2)2.571 ($") EIfTG. P - 21Z66 (6) TEE ai N FIELD VERIFY LOCA TM & DEPTH PRfoR TO L!' 4 ao CONSTRUCTION. NOTIFY ENGINEER 07 ANY L!' C ,FLXTS OR DISCRLPANCIES. ETC -- SEE DQE TAN- -d AN4 -,r-- ---- --�— -- I to w .o GAS GAS — (a'. _- .AS ----- GAS �— GAS — -- GAS GAS { - 1 — -- GOP.S — — GAS — GAS GAS GAS _ C r Y C — —.—_ .._.. ►" � ----ny—.-- — - GA; ._-- GAS ---- 1 --—.._ Q -- �--� GAS— GAS t ts O 2 8 s— III V III.....................- 1i lit- _ iii i!i�—_111,. -i/W P _t% _1.0 .— _ ilG - —ill—.1!✓ !ii L—,_ f_—. __ _— _ --,a_ __ ✓ ., d - V V V V V V V a� �---- r;. err, ��_� • -- - -- - -- '. ! a —.,_0 O ``��i 2 SANITARY NOTES '- -- -- -•----- _ �� J•-� t S) r. ALL suwTARY SEI" PPE 6E OF THE slzE NO TED ON --- � _.._ _ �J `/ THE PLANS I ��- - 0) PVC SAMFARY SEVER SH/st.L am" TTI -- AS TM D-30114 (SOR 35) TALIED N ArCORD,$NCE W TN 7 ,C"1M 002-M, LMESS D WW NOTED. 1`Z b) �SS 50 ClOWN �3 MT L M CLWVU G ANSI%-NCR PIPE A 21.51, '�' ( / ✓• , IM1N PUSH-ON TYPE , t` ' ••• .... } 1 � V 4r ?. , SANS tAR Y SE11F9t SER V1C� LATERAL CQIdNEC 11QiVS ARE 5 ' P/ BE 45• mrs mam OT1�RNiS.- NOTED. I 1 •.. _ t1 co J MAJN TAW A A fM 10 FOOT MOWON TAL CLEAR C's 7ANQE `- -------——---- ---� � p � � i SW G�tAI STREET 5 SW CORAL STREET � � R 1 � � '~ ..Y � . • � EfETIN-EN WATER AM S fTTAOY SEVER 0ES EXaPT AT CRaVWIGS VERS M_ SEPA"ETON WALL BE A ARVl11K1AI OF � � � 8 ' C/2 STA 14+436. 126' RT C/L STA 14+5l3.32.85RT (.�^ �' U � 18 INCHES CLEAR - I,t,STA✓►" MMERE NATER LVIS CROSS -J TAP EXT& 6" C.I. (BY CITY) INSTALL DOUBLE DETECTOR )� y '$ o u OVER .SAM TART' S-*-R (INf S.I ( � W/ 1-;' IEE. & 18.4 If- CHECK ASSY w/ F1RE / j 2' TYPE' V COPPER PPE "AR YUENT CONNVEC11ONt � �'V I SEE DE TAIL 1 5EE OET AILC 4, ff0 TH SWTARP �NEF AAIO 'A TER 'M�1 WAM? LM SHALL � o /'` ' HE 1ESS TED TO INSURE SYS'# AV TEGW TY' 9611E SHALL BE � � � f e y t`i TEVED AFTER C(W5r MW, fS WWR FTLO WCI.JD NG .SERWi I LA 1, BACK FiLIN1Cr AIS (XA1PACIM OF BASE ROCK. -- � - S5 CV 1 2 SW CORAL STREET 6 SW CORAL STREET A o • - e CA STA 14+54.6, 12.6' RT C/L STA 14+43.6. 31 RT �� ) e e <• _� k► - ?1111 r 51. Aft SANITARY SEVEN LA:'ERALS SNAG BE 4" DfAME?ER _ _ / L--••-�•---•"„---- HOT TM EXISTING 6" C.i. INSTALL 1}' WATER METER. ofta"Ian. CFAI.ORrs>� PMPE (PIC) NtIH A ANwew1 'Y.oPE OF 2.0�[ slow it-AV I W/ ?-STEE: 9..,...► QY aTl^ 1.YN r.P F r'w lww'U">, u If9 M A•�1 �Ji✓�cL. —._--_ SO E - I14,M V / SEE DETaI t 1 / N / ! / VW E - 216.7 ry / � •- 6 THE (.00L 11K1N AND,�1R SIA AIS THE WRRCA. OIS TAh /� / / / / y,' .p I E 45*ffm 3 ��CORAL 4+55 i r 20' R T 7 SW SAL STREET t � 3 FROM WE OgOUIC TO THE AYVERT E.EVATM W OF AL'. SAWARY SEVER �FJPVtCE LATERALS $MALI BE RECORDO BY THE / / > �`S --- NSTal 1-6 X4" IrIJ 7EE, CA STM 14+435.41RT �/ �. z �` _ - - w/ (2)--4. 4,5• BENDS, INSTALL_ (2) 45• BEND& �/ ^YwiP/c;'OR a1v PAUVQOlEn THE EN(7rFFR. / r {, *r;ASN & 4.2.5 Lf 4- �k, W/ w 14 r B2- PVC LOQKs 7 IRAN COVER CW SAIYIT SENER r'PE IS 301FROM THE 111P �� CONI T. THRUST BLOCKS SF.E DETAIL 1 OF FVE. W WE F*OSF" C ADF BA(X FILL DUST BE ODWACIETI J � `� I � �F' � � SEE DETAIL TO A DftlSF TY QWA TEA >h '� 9= IN PAVED OR S TRIUC TURAL, nLL �� — - AREAS. COWACOM 05 TO _ FER A3 TM 0--15,57. MAR MI N `; 4 SW CORAL STREET �/ 4 q�' srt>ww ( CA STA 14+54.6. 26 R T 8 INS TALL (2) 45' BEIVOS s a.1 SAMSARY SES C(EAf ours �.. Gb1VFDRAf rC1 :1ETi�IL / OMCE / ,� aF - SO E - .47(6- NSTALL FIRE HnWANr (1) 4- & (,) 2- o, Q�1ILOfP1G //'" /r ss E - 4Q6' ASSEMBLY SEF arnErals W/ 17i"T IR_OCKS 3 %FF kLEV +� 22Q20 SEE Of TAIL U o Ilk16 / E - ?14.41 65) WA TER HoTFS i I ,/ ,f��t� / a ( � � o CL CIA I. AL1. wNl,T.r1 Lfl� PIPE �,H,(. It OF THE 51t�S't' NOV T CyV 114E PUMs / / � SOFT. kMD AAQESS COPM TLA M COAFORMIIIVG TO ASM 4W �' TUFRFG MUST BE OF DOLIE SK / / ! • ' LtJ O - J LA i IIAr CLASS SXtE �._-___ _ b) PTC GUI,'CS ID0 TL AWA C--%4 INSTALLER LN AC.:.XJRMANCF N11H , '4 0-2121, U�A4EZ 01FERW V07D. 2 Aft 7N11E1R LTM PPE JF1Al HAVE A A#NWAI OF X PKWS OF COVER F� lI�, 1� OF TOEF� 7D FPV,!S•f .gVM. B*XM AIIIST BE �l ) � 14 G 'AC1L'�?D TTI�Q*JITc'1Y`7ff W79W ri-'ftWD L"MU'BMMRAL _ -r-_�_ _ _ - w w w• •w .� w w w w O FILL AREA& COAPAMW fi BE PFR ASTV D-IW7 �' __ -="Q.�-+_..L� .�.--.r'!". .3:'��• w� w w��y Q 1 L TEE L191 n J1ND CNANLIFS NV DN4EC D OV '!TFT iH1MF / `� -- - _ _ _�_ -•-,-- ._� y N �+fv v --- 11..15 SMCAIL K �'''<L� MTH 7!R(.,ST 6LOCFCS U'5:.6 3D1U P9' _ - _-- _ G�OI1M X It FWD AGAN 1N i"�JM@�l�ED (V AF'M OWV AL 1E1FMfA AYE. i 4. All *AIE�.s,•MM MALL SE 0MALLiE© AM ACt•1t VDAWX WTH 0 r OF ?+GAW. UK `Q x �. ANO (OV STAWARDS K �.Y ►LUS1� CK.($MA Tt'D AAV PO TABLE- �, t NA TFR M31S S WL BE APPR'01sEip BY 11$ C Y OF F'M,,OW PWOR M ANY IEITRED W )611 WS %44L 9 tM1F M Alt CLOISED 11111M T 1W' APPMtWA( MOV 7W. arr Of 11�AN) .aC 6. CVN'NtACTtR S'MIM.L K 1. AE FOR IIAA)fTaI�F6 11$ PRom / om 4'EPA11A 7llaM BE TNEEN V*'AW S��A' LNIES AFRI 1@sAA tER LMS OS AES � ,+►` } WW1&F OF gIVw►�crrr+w M *MIT AIS IME ;rA'E CI %gTWAr F'imtlC AFS P"It itM N►� 9a c BE � TI!S1''0 Flat 1T4E arr • 11GW Af1E1 UMC ST T°.t PIMP IID A1ETE]gF0 IfD –tui. /r-- d Ai,t IG�K swat. 9E INA ' Il1TH i� fxrr uFMGG AAl[I UPC f � STMOAMs Aw mu BE TEB oy Tt1f' arr OF TIrQiw, ' Ell f: rwwlvrwnv..rwr•r ... ,_ ... i 4 .. rre,ry, YaMa+•.^•_.,,..waowr+»rn,.*.:•.., ...,,..,,I.,!m^.m•atn�� ...,._._._.__, .... ._._. ,_.._.�,_._._...»,•,..+.,+--^r•---+.,..........•+er+.l»-'+'+.•<.,•,_.,.,,..-._._..._...... ..... .... .._ _ .., _.... .. ...,._ �wa�rw�M�e�-�r+�•+mt�.^.' �i'sa'y^"�m.,.>;��"°r •.... . . ..,, .:r.... . .._.. N�' 1 n, r, t ,$jTM • "a ,,. w......,. . n •- • tL... ':.[ .� '%,.L`.... ,�.' .Y.,,... •fid: .. r' .., , N y, • 1 F•+yy , t I' Oi O X •C > 0 n I � i O a� I V qq c\? c� U-- 'a 30 10 20 40 -- GAS !,A'_ .- GAS — 1 -- GAS - GAS - - f,As 1 Gt,S ------ GAS — GAS - ----- - -- - — -- - I - ----- -- - - - c Q (AS GAS -- ws GAS [ _-�- - ==� -- z.GAS - -lnw Zo tC g __ .�,--.�S-r-, a,S.3�. ...._-:...Ss_--- •:c - ts .. ,.�T-,. Vi S : y ,tT ---� n7" .s g , S S---ib —SS-- -- -- __.--.— V "" V v V }t W lL Ls_-- • t/j //t _,__-/it 8 O -- ----r-7- v w v a Gq ♦ -D,r' Y"-S� .. .?-� V --.-. , V - y y •y V V V -. - v w v i elm L9 I U i PLANT SC'NEDUl c �'.••:o — TREE WRAP FROM GROUND TO II \\` n 1 O Q U Q FIRST BRANCH I• • : • • \ \ Sm QTY BOTANICAL NAME COMMON NAME SIZE SPACING (2) 2X2 SAS OF 8' STAKES ( • ' �• 66 ' (�. \ _— _ • � _ DO NOT PENETRATE ROOT BALL • �• • — % ��__ _ _ ® 29 MAHONIA AQUlFC}LIUM OREGON GRAPE 1 GAL AS SHOWrJ WITH STAKES. DRIVE 3" MIN. �I • • Q �7 •v•�• • 26 PRUNUS YEDOf"OtNSIS 'AKEBONO' FLOWERING CHERRY 2' MIN AS SHOWN �c3 ` — TREE TIES / 4S Y I - W 6 Fcr�WOlvit 6URLAP A�1i& i*fYE tkUM t , . - - ` , ` . ' • , • • —` �r 21 CHAMAECYPARIS OBTUSA 'GRACIUS" SLENDER HINOKI CYPRESS 2" MIN AS SHOWN � o TDP 113 OF BALL AFTER STAKING t REMOVE ALL TK TV THE FIRST BRANCH.AROUND BAS£ OF TREE TRUNK T • • . / __ . • . ��. 580 ARCTOSTAPHYLOS KINNIKINNICK ;• AVG. 4' O.C. d A,11 T 3 2 o PLACE ROOT BALI. AT TDP OF MULCH - fs, w LAYER. 'n TRASH - MULCH CIRCLE WATER BASIN 2" APPROX, ♦ . /' CON f_ • ' — DEPTH MIN. 24" DIA. BARK MULCH CRCLE IN TURF- AREAS. MARTIN! LANDSCAPE NODS OFFICE - - �,�\ / BUILDING� FF aEV 22OL20 1. IRRIGATION l"LL NOF QF NECESSARY IF PLANTING OCCURS DURING THE FALL MONTHS.SOIL A41X BACKFILL AS SPECIFIED. / � 2. APPROVED EQUAL S MA Y BE USED IN PLACE OF SPECIFIED SPt_-CIES. Z v SCARIFY WALLS AND BOTTOM OF n -- - • c� 1/ PLAN 17NG PIT �. f c� - J. LANDSCAPE AREA IS 19.7% OF SITE. LJ X A: QU JROOT BALL �. : . ' --- -- - ) - — Q Q— ° 04 TREE _PLAN TING PLAN N.T.S. S Z ;� p ------ / V) �C f LANDSCAPING PLAN 1 ry /office ev�LrnNc' 9 00, Ile lot Ilk 1 � .. -. -. ., ,:".c"` _ .. ,,n,Y,i�s,;�Pi�,n M. .,,..,.rte,,,..;. „. . . t. - -<•-mn••. $Tw t d art qn f 17 1 , ., :- ..,,.. .. ,: ... .•..,,..: .w.�'I,.�rf'�YAS'"Ft•!t'�"!�a'ro1 j V O'✓l rliryktR,W*1tWl T1u,V,re,,E•,M : 1'} Y „ .-.,•'.. ,may - Sr q • I is u a 6: �t 1 ^l?St ■ r •Cie 'A d1i b4 v _. LJ _a • - �$ wl b A ® o �$ c q ., — m C ____ _ law R o a 1 Inch - 20 tt 4, ---- —_.—_ _ --- — GAS (iAS _ _ a GAS ••--- 4AS •- -_ � A.' ., ----_- - GAS GAS VA _ - -- •- -- (IAS Gn •-�,. I SW _ N _ GAT GAS -L-- GAS -- GAS /--- _--- _ - - (aREENBURG 8 — — — _ '3 -- -' caAs rn GAS � , s s c SW CORAL STREET 10 , : C11 STA 10+W sw CORAL srn�r � � , / / e ✓ 1 ^ .r-- — V wVrn n24 5 CORAL STREET PLAN 1 _ z SCALE: 1" __ 20' ---'-___ ____-------- / 240 f .. :. I NO TES: 01 . j U 1 SW CORAL STREET 5 INSTALL 5' CONCRETE 8 SW CORAL STREET •' ... mX ..'•� • C/L STA 12+74 241?T S10EWALK FROM FROMC/L STA 12+73 •q ;• '.'• RELOCATE EJOSIING STA 12+-74.78 TO TO C/L STA 14+64 Urn' POLE STA 14+f3.63 RELOCATE E)osnNG u' (BY PGE) SEE (DETAIL /'J'\ OVERHEAD UTILITIES a � 'Z, q wTO UNDERGROUND O U `� 2 sw CORAL srREEr (BY PGE) - C/TSTA 12+76,19 RT 6 INSTALL 96.8 V OFRELOCA9 SW CORAL STRtFT ot TE EXISTING 15' PVC (PW B) OR C/1 STA 14+62.0. 16.8'Rshw - �� V ��w � � �� APPROVED EQUAL INSTALL TYPE CG-? EX!5 HIE OUT-217.()d IE IN-221.0 CATCH 8.1.'NV 1 2 O c/l. (T(rm.)•) NOTE: I .I sAw CUT E)<1S1iNC PArG - 22?.64 VE NT - C/L ELEY = TOP AT C/L FIRMSTA12+7 DETAIL 78 SEE � IE IN-217.28 15-(W) _ TO STA 14+6.L r REMOVE 1 LIE DT-217 OSB 15 (NE) d OF CURB ELE V a EXISTING PAVEMENT, � ` BEGW NC w T1'P• SECTION 4 •-�+ � MAICH EXISTING ROAD w SECTION, SEE DETAIL 7 SW CORAL STREET C/L 10 INSTALL 350 LF 15' PVC �•r� �,� STA 14+25.13, 17,5' RT (PWM) OR APPROVED EQUAL CONSTRUCT .)0' NIDE F7POM 5TA 14+62.0. 16.8 T - k 4 SW CORAL STREET CONCRETE DRIVEWAY IE-?17.08, TO STA 14+7t.8, 4' SEE' DETAIL 14.9171E=T16.7J, O 5-1 h C/L STA 1365. 16.8147 '4of -,l. CA Tips BASNY I 1 TO - 226.35 i z IE NV-224.66 12"(11) EX IE W-224.36 127(N) EX i' t4j 4t W \.L7 vc 3. 14 W OUT-221.0 157(E) N ' •U �, v �n _ ►�ld A! SEE DETAIL N F7MrSH 4ROlJN�D ( ) 20 r<Rn w 0 O 18' RIGHT (DP.) EXISTING � j cl _ w w THE E XI S NG UNDERGROUND U T I L I ES L� SHOWN WVE BEEN L OCA TED FROM Q 60 Q• o A FILED S VEY INFORMATION. THE ENGINEER o MAKES NO GUARANTEES THAT THE EXISTING 15.OR AP yPp q ALIM GROUw UTILITIES SI40M ARE IN THE EXACT LOCA TION d a 9&8 � • � � .. c/t (ryp') AS INDIC ]ED ON 171E PLANS. THE CONTRACTOR lv S " 3' IS TO FIELD VERIFY THE LOCATION, AND DEPTH OF ALL UTILITIES PRIOR TO START F _' CONSTRbCTION ANO NOTIFY ENGIN R 16 � �., OF ANY ONFLIC i S OR DISCREPRA CIES. �_ Q V) uj 2.20 uj Q }{ ♦1 ~♦` Q ! • ♦ V CORA .STREET PROFILE 2 r _ lit � � � SCALE: 10 - 20" �HpOIRII. V �(� a ` ., ,.•:-. ; '.:.r°:,•:. 1 , ... .,. :--'r ,.. :,,. y.. -- rr`■.rrr oaf--- - ■ _ wraft[ .. ■ y . .. ..... �,, 1 ^'^�t•,slK"RM^i.'4CMI1., ,• f'4!.allrMwr•.,,,,o,. • i {I74. �1 . 1 f• - .' ��,:n.:a;ss'i�d>idk:b:rw:,r...„�.a.r:� - :iq V � ,I,, { :I �. l�al.f:t ,. -.119'{ i I�ri }+ i {As spit�.! i 1}. atd }.,iar'if ., c;. n'r•n'Iw : ' " {"r'fr f 1 Y► t ?t tF t.. };)t�Itrltr ttfrl'iil{t} 7 ' , rrr,r�f t �?*A� [� ```�� ifs !�� i r 1 � (� ( � f }„ . T d it °ilrTit rt t, 3� ta!'1 7 tl! IIT$ RC1 xr 22 i3 P__4 +lf � WW Ql�p '�C? it .._•....... ....•.... ,'j is , ,N !1 r ' v S A tz h Y . 1MYk 1 ' ��'+�i�iIIYMG)10YtFr.f. r c :l t IIENmRcm ws MffrH YIMmum r OWU LAP MCMI FLOW 1' OUTLET STANDARD Cn5T MION NON- MiMw G*w1, FUR p�� ■AR FRAME ANO COIF MY ON�,� LyIR►nIDOE - snle (STD) N V - --' _- srADE RO MANHOLE - B q?ADE RING lu 4- W 4FiNiSH ADE / / ,c�'L• o A A H • N QO �--- WA WR rxaN r PIPE Pt_uC � MSN NIP 5 cops - �. - .1 POC HUB (AS TIV 3034 SDR 33) V 17r1fvE MV10 GE1VTEfw a"R(AMCR � a bSp OPEN f?" f4OPE FDR oIfRFLow -':t`�• !f PRONUE 3/4'-0 FOR A SUrVE' AFTER 51-Ii-EVE tS PLACED - - MIAMMUM OF tl' AROUND IN W E. w GYrANOUr n UFTNO EYE '40 bo !��- 2. SrAf+ AW SRU BAND (0/14' �eES 300) ___.----- ---- GASKE/ SAM A►TAG7RR Tp ;•••• SEi:U"MAPPER HALF OF fwlME" SLEEVE TD SOLID IJD NIET GRATE B INLET PIPE -•� Df1ENIk7N YAL(r � �'Ss.• f�:. . :V rf11E AVC fNl/e. slue (wtK*4,j) T 1`�c • o c _/ t ants'awlrxaE � •� , t. OOMw'LETE RUSHO? S(nW (ASnW C-443) PLAN VIEW INQU()ES A M0CIIED SEGIE•N r THA r HOLDS ` I r N PLACE PUMETER 51Atl ••• 3.000 PON OOf1CRM -14 MtV0VoC1W lfARs C 3 --4'-10' (� ) -�14" 2•-6'w/2? IB G V C (Br 00NT11ACrOR) GALNAdN V'AUrY _- - — • • • BOL romw MLCI!Y /C!Caf7MC71E rt 12'f117N'E f LOW OUT --� �3:. w• ' •+ __ T - ___ ♦ - 2 q Fuut -r-_ ARMCO MQNAEL ISO YL NVIOUT / �•,�:. a e f Ff 1 ow GA IE TO BE NAGE 0 MR ;j,;. .'^::�.'S,.,,. p•� �y;. q' ;.; �. ' a •t .L:► " ! / I �►� .} 2'-2 , /4' TMr nr PLACf MM fSTG A. >r WEIR CREST 7VERiLOM J-tl 3/4' v y �1 tr s' am 7D NIPS 3/4'- CONCRETE ENCASED J arae (srD) VARIES www �p WES wam ILtElI FSP TRIC PIPE 3/4•-D FILTO"Alm, r�cr p'L�JT /amtr oR ount/ a - • -- — / P RESTAICR7R PLATE — OPENOV --�1.?g' pEf1LL A►O1E: CONCRETE ENCASE E7VIAVE IWWSECIA7h AND 45• SEND IF CQVCRETE PIPE w - p R�C /� !-'CE_UE Tr1 1 MOW-- .ICL Ar"rA-GEE NOlF'S 9/AL1 BE MA(*MNE DRRIED. 0 SEC I7 UN A —A SEC T/ON B—B 0 _ STANDARD CLEANOUT - 2 INSER TA— TEE 4 z 1 NTS U5A DWG. NO 150 -- GENERAL NOTES: — 1 NTS USA DWG. NO 190 1 I.) S10RMf1LTER BY STORMWATER MfWAGIMEN T A .� INC., PORIIAND, oRfooN (300/348--4887). •" A2.) CATCH BASH MUSE BE SET LEVEL, F IT - Flow 3•) EXTERNAL PI oOUPUNGS TO BE P —� 4•) FLEXIBLE COUPLW40 TO BE RovIDEb Br OTHERS. .... . USED AT NIST ! OUTLET, FERNICO OR ENOINEFA APPROVm. I STANDARD 5-) PEROMtTER SLAB TO BE PROVIDED BY CONTRACTOR. "WER OR S1g-S tl•) STOWF1LTER REQUIRES RF,OULAR MAIKTENANCE. REFER TO OPERATION AND MAINTENMICE •• •• ' I MANUAL FOR DETAILS. U CEJ 7.) CATCH BASIN STORMFILTER U _--- ,?' ouitFr PIPE ' _-� �� -`- LrQAO RATNdC: �sTRUCTURAL SPECiF1Cl1Tf01fS: � , • � ," .� • I OONIS7RUC710N: 1/4' STEEL PLATE M •' - Oa1M1G: OORkOSION RESISTANT, ALL SURFACF_5 m UNIT WEIGHT: 650 LB. 05 .... INLET ORATE DUCTILE IRON b;. SLAB: REQUIRED • '••. ; x •E6 C - PERfLfElElf '. .. flr N IL 3 x •J� CL a: CL CA T C'H BASIN S F CORM FI L TER 5 a � TO' IVT$ CSBF-1-S.D WC y 11 RANs GRA IES AND ROUD SOLD Loa Rays Z sITN armc rears LILA - ?Nae STANOAR0 SWM g__ - OR LAOOER J SAND-COLLAR ui O'.E1�ANM p' =. A ��a w CoNowc WN NCS r OMEyLow ' FLOW(kSMCR7R _ PVC / „'. . :' : : t• a'. .' 0000000000000 - t' A; 0000000000000 Q 0000000000000 0000000000000 1 • 0000000000000 air I!" TM � D CT RECE sSEU CURB INLETS TO BE INSTALLED 0000000000000 C17ATlr -STYLE 3 r 0000000000000 EQUIVALENT TO v ag• � i� IN ACCORDANCE '�R� pRl1WlN'; NO. 72$ _ 0000000000000 sTTSMAtaE MI•PVIC 0000000000000 SMITH OX3001 GRATE ry �� I - �.� PLAN It f_ _ atAW -------w... V EW 0000a00000000 � �f -� ==-j0000000000000 r� 00000000000001 M �- W 0000000000000 , 2 ry 'Y'tv CAPAOFY OF TVP OF - LU I'--• .� �� rJUILET PIPL e "a.' a • a, �V /PAVEMENT GNEFMOE P, NOT r �•� FLOAN OEVEL[wE1D A— - _f+•�- / n� 1'�" _ __ _� �s-- 1'¢" S(� ; t_1 - . ` !FtL'pX aPATE prf 2'Jr a' Ri W EEP ' \ PLAN VIEW BAR GRATE iMEA PO[XT HOLES O 1/4'ww cxw"vF CRA IN() LLJ N 4',IMRI r MA% c MAX z1` Ai V TMs" . - BASIN: WELDED 10CArmILU STEEL, - �' COATED ALL SURFACES Q AI ^ e W9TH ASPHAL nC PAINT. L. -_.J �'` o ^_ G UL�]� '•� ."'• DU ET S11J8: 4\" O.D. 1'(1 MATCIT NO NUB. l.[• +. All METAL PARTS S14All K CORROSION RS9SIANr �,:J 214.33 (�j &" PVA �• :• � � GRAZEW'EI.DED STEEL DROP-IN BAR CRATE (/) ' l ;*0VDE" WATER SWP At AU CAsr_,w_ftAIryE' OdIISIREtcnM JTJ m PREOAST VAULTS 57lALl HAVE " � 0" O ASTM A 36 APPO�VEU QASWE7 Sets � Su21a5 - O END BARS; 1/2" X 2" � �. colvTaAcrr�v Tt7 4wT C-,N dtiE•TE VAtX r DETAIL MW To COONSTRucIM, :CROSS BAR " 0 2 O.C.NOTES: SECTION A •-A 1] 21&5 -• .� SECTION PSB ❑ BIKE STRAPS 1/8" x 2 1c � L f J 711 .0 c$p CA TCN BASIN TID BE CONSTRUCTED N ACCORDANCE MATH ASTM C-47e Or v STEP'S REQUIRED FOR CATCH 13ASINS OVER 4 0/2' TU FL.OMAJNE AS MAN(/F"ACTURED By.. uj DE TEN TION VAULT -0, 7.15.5 12" Hr#T OF 3/4' COMPACTED BASE MATERIAL CRA TEMA S TER, INC. � kILLSCORO, OREGON ?06.8 PRECAST CATCH BASIN: 503 847- I NTS SUM EXHIDI T 6� 11 `:J I LIN WALL THMNESS TO BE s• 2050 1 FAX (503) 647-2425 �.... O `oe.a �.o�' aMxrl•TCE R�1NFaRl:�r�r TO BE RE9AR MEE1N0 ASTM A°,s� GRADE eD (1R Wt�LnE.n MARE ME'iwTMIG AC11N A497 Os? APPROVES EQUAL?1QS 6• PVC GU T T R do CURB CATCH a 214`0 2.17' "' INLET CATCH BASIN s F, AREA DRAIN e . NT5 USA DiMG. 22.5 11 - k NTS --------- " a • *y Fe , r t , Cly my w " I - 5 w; t , � + ;'• ! !It'I 7 r- I fa 4 !!9e2rt 1l 17 !' i7f3 ! 3 94 25 Rd� 71 t , ' }- 71 h . H ' § a Cr 1 rie i x, , J. t ... _ isq l � a i _.. + „ 4 g u 1 I 4,j iu t,7 tW • .. + , -..-, ;': '. .. . '- r r... :... ... .. .. r .a ..' ' i..rrou:,:. :..c�sY4rW.'t��idio�6+i�t,u►.:,tiic•_ _.,.,a�ci..,as,.�.......�:..:,,tiv,.-.::�.,. ---.: ,-cur,lar:,.a.rw:::.:,a,:md.,:'.;:',...,..aica..W,,,awwi:w�-.,-.: ::»�..,r.w drwr+„da•:rd+o._w:.,...•... -.,ay s •,. _rs,.4wL Yw:.i,,...' .....«r..,x..,�.:�..uro�w.N91.N..Is6W r.:Kao»....,...b..v.a;,,.rY,.srJw..,,mw.. a...,,w.,..w..n,tx�tww..Ww,.ii, Mlku. ..+ ..•.. ,.. .. �1�41RY�FT'irl►`b':::.u.rdi:rsvx;:.u.»,w..,...:++1.iw'LsYi�.w,wm4' wa:.,.in.:.:,a,...:,r.:......,tt„wWa...a ur.:.a ...• A--r.«++._ i i EXISTING DRIVEWAY - $ _ MATCH WIDTH & r'AADE• a CON TG SIDEWALK -- ---- ------ a IL IL "+ . W, m---- WIDTH AS �___ - A -DRAINAGE PLASBLOCTIC T � SHOWN ON I- 1_ g- PIPE W/COUPLING n T/� a I ------ CURB ,ION'!i - c o A A y" B_ I PLANS VARIES SEE NOTE a SEE NOTE 4 \ a' ANN. -+� SEE NOTE a Row r) , I C 11. I X.I S) -y SEE _.--2x- _�. ------ ROA 1 LL 5� MIN NOTE 4 SIDEWALK , ,r„r ..� ., - R� I a 1` BATTER ° R ! U ----- -- B / SEE NOTE j T? -. ,.J - - -T I 1 -.1 _ ,3 m 2' OF 3/4'-0' BASfROC1( • '" IAAk _ , ba . A =.J COMPACTED S11N(7RAOE -F-- BASE JI;OLIRSE ' �S PI,AL� 30 MAX 10' MIN I---24' .�� ----pg- --•� 4 _ ELM SIDEWALK ADJACENT TO CURB tY .:"-_ - 1 12' 1. FOR USE ALONG ! r-i-t �/- 2" x a' < e' (- Ew•' t1 FXPAN JOINT T�►� G MEU ANS, GUTTERS MAY BE REDUCED AWt;UT AND PlJ1 5' ANN. - v T Row WITH PRIOR APPROVAL FROM THE CITY ENGINEER. f` EXPOSURE a- 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 (17 �� P.S.I. AFTER 28 DAYS. c 2' x e' r 6' _ {�, r ` L ELEVATION B-B � � � -1k=1 I - 1 ='' - 3. EXPANSION JOINTS: ?? ��' _ t.:In• �► � -.. -- A. TO BE PROVIDED: d 2' OF 3/4'-0` BASEROCK 1) AT EACH POINT OF TANGENCY OF THE CURB. COMPACTED--�� SUBCRAnE_� 2) AT EACH COLD JOINT. --_� STMT .� _r-- 7 . 3) AT EACH SIDE OF INLET STRUCTURES. • SIDEWALK AWAY FROM CURB 4) AT EACH END OF DRIVEWAYS. / /-7-/-7 ,• /• r 36"--420� I�wta�R I.� r OF ArxGxECATF STREET (3/4--0') COMPACTED NOTES: AT LOCATIONS NECESSARY TO LIMIT SPACING 5EC 11 TO 45 FEET. SECTION A_-$ siREET I` _ �� NOTES: -g 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, B. MATERIAL TO BE PRE--MOLDED, ASPHALT IMPREGNATED, SLUMP RANGE OF 1-1/2" TO 3". NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. . 1 _ 26" 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN 2. PANELS TO BE 5 FEETT LONG. 4. CONTRACTION JOINTS: NOTES' '�"'='+''c°r-k,��'"a 1 1 �' 1 OBTAINED FROM CITY ENGINEER. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY A. SPACING TO BE NOT MORE THAN 15 FEET. 1. POST SHALL BE SET IN CONCRETE t 26 DEEP. t - �L 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINLIMUM OF APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, & AT B. THL DEPTH OF THE JOINT SHALL BE AT LEAST y' 3000 PSI AFTER 28 DAYS. SPACING NOT TO EXCEED 45 FEET. 1 1/2 INCHES. 2. LUMBER IS TO BE STANDARD TR BETTER GRADE. - 3. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE _ UTILIZE CEDAR OR PRESSURE TREATED MATERIALS. ALONG BACK OF CURB. SAME LIME AS THE CURB THE 5. BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE 3. FACE OF BOX TO BE FLUSH WITH �3ACK OF CURB. E JOINT BETWEEN THEM SHALL BE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE ° 4. MAX. OF 4 MAILBOXES EVENLY SPACED IN EACH 4. EXPANSION & CONTRACTION JOINTS SHALL BE 1 2" PREMOLDED A TROWELED JOINT WITH A MIN. 1/2" RADIUS. z CLUSTER. ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM OR 4" IN DEPTH, WHICHEVER IS GREATER. 5. CURVE SHALL BE FIELD FIT & APPROVED BY CITY. aMN B-6 5. SIDEWALK SHALL HAVE A MINliMUM THICKNESS OF 6 INCHE'S IF SUEjC:RADE TO• FINISH GRADE. 6. DRAINAGE BLOCKUUT - > DIAMETER PLASTIC PIPE: 5. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS A. 3" I.D. PLASTIC PIPE WITH COUPLING. ONLY. PORTION OF DRIVEWAY. OTHERWISE: SIDEWALK SHALL HAV!_-_ A B. DRAINAGE ACCESS THROUGH EXISTINt; CURBS SHALL MINIMUM THICKNESS OF 4 INCHES. BE CORE DRILLED OR CURB SAW CUT VERTICALLY 18" EACH 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. SIDEWALK WITH 3" DIAMETER PLASTIC PIPE AT 2% SLOPE. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED •• "' CONTRACTION JOINT TO BE PLACED OVER PIPE. A MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. a • U Z la0 CJU MAIL13OX AL TERNA TI VE rl - MODIFIED DRIVEWAY 2 CONCRETE SIDEWALK 3 CURB & GU T_TER � 4 m .'• m• ro • .. CITY OF TIGARD DWG. NO. 172 f�� CITY OF TIGARD DWG. NO. 143 12 CITY OF TIGARD DWG. NO. ;120 _ 2 o 'g:, �2 CITY OF TIGARD DWG. N0. 12S c ••°; ,Y o 4 q O` .. Q 0) O) • � f I Z . JrO �•T• t' O N) 5 N VARIES VARIES Q SEE SHEET 4 12' 1Y' SEE SHEET 4' rs, �' w i �. LLJ Of 24' DR VE ASILE ROAD CONSTRUCTION, o Z00% MIN C 2.00X MI 2: 1 MAX *�':'fa, • LEGEND SAD T a Q TRAFFIC 51CN MIN. U�✓CSU;-JCC�C�C)Q <) U G G C? ( O O C)� GC7<��OUOOUG G U 0 0 C) G U CJ CJ ONE LANE ✓ ® CONSTRUCTION ZONE ROAD AHEAD f O i ' • ,�,. C t ` �� % ; Ir! ■ TRAFFIC CONES OR W20-4 Too' � EXIS1„JG PAVEMENT OIG OUT REPAIR - SAW CUT OR GRINDING APPRODEVICE. DELINEATION 3 A.C. CONCRETE CLASS C (TWO LIFTS) 11 C7 nx wt waMo I 0 1�• - 2" OF ,3/4"-0" CRUSHED AGGREGATE BASE � Z CN 44y �r A a 1. TRAFFIC CONTROL PLANS REQUIRED. MIN. » � N t M / A - I 10 OF 1 112--0- CRUSHED AGGREGATE BASE W �C 2. TRAFFIC SIGNS TO BE 48" X 48" Fu►GcR o BLACK ON ORANGE. (� W v �. a xk:.ate' '�f,>�: � � ASPHALT' ~- "�,e - Tarr AND AGGREGATE SHALL ^ MIN. • \J r"-- • eoo6 , •ono aoa ^--AGGREGATT BASEROCK 3. NO COLLECTOR STREET LANE OR • yo• MIN, BE COMPACTED PER A.P.W.A. LOCAL STREET CLOSURES DURING •� 1 L� 4J N ° 0 THE FOLLOWING TIME PERIODS: - - ;p�. ,.• '�j.T.j�j -_--COMPACiFD SVBGRA�iF -� t TYPICAL S TRE E T SECTION 7:00 9:00 A.M. Q N wi; l'a LOCAL STREETS: 3:30 - 8:00 P.M. MIN. N.T.S. �- Q • I I w t t l ixs�ON AC - N" CLASS "C" ASPHALTIC CONCRETE, J p� " AS - 4" (1-1/2" - O") AGGREGATE BASERU(-K 2 0 OR 4. INSTALL IN ACCORDANCE WITH THE I fes, �� (Y } "MANUAL ON UNIFORM TRAFFIC CONTROL Q 1 Ac - 6' CLASS "c" ASPNAI_Zlt CONCRETE DEVICES FOR STREETS AND HIGHWAYS", �' MINOR COLLECTOR STRFrTS: O ,,, x P/j, AC - 7` ASPHALTIC CONCRETE, U.S. DEPT. OF TRANSPORTATION, 9 r Ate _. 4 - - 0") AGGREGATE RASERGCK A, EDITION. foo' EP 50' 50' . •: , � , , h ,, -.. • (I 1/'2R' GGR � FHU 1988 �} ANN. AC - Q" CLASS "C" ASF'f•IALTIC CONCRETE w - _- -r- 6' P.U.E. � (� MAJOR COIJJECTOR STREETS: 5. ACTUAL SIGN PLACEMENT TO BE VARIES 18' a AC - Q` CLASS 'C' ASPHALTIC CONCRETE, 4 V12 -G AS - 4' i-1 2" - o, A ADJUSTED IN FIELO. I ,�= ( / ) AGGREGATE RASEROCK f00 I HT TO ADD TO I f Moo. cn NOTES: 6. THE CITY RESERVES THE RIG I 1. JOINTS TO BE TACK AND SANDED. OR MODIFY TRAFFIC CONTROL REQUIREMENTS o ! *now 0f mmm"®' N ~- 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH AS MAY BE NECESSARY TO EFFECTIVELY EXJSTJNG ~� 2% 2 z CONTROL TRAFFIC AND TO ENSURE PUBLIC 2.78x MIN. COMPACTED TO 92X MIN. --------.. - 5: 1 MAX. 3. SAWCUT SHALE. BE TAC COATED WITH SAFETY. IOF. WALK ?•�� ' BITUMINUS ASPHALT EMULSION. 7. NO LANE CLOSURES WITHIN 200 FEET OF A TRAFFIC SIGNAL WITHOUT PRIOR CITY ' APPROVAL. TWO LIFTS SAW CUT 3" (3/4"-0") AGGRECATE BASF_ ROCK PAVEMENT DIG--OUT AND REPAIR ,�~ TYPI,AL TRAFFIC CONTROL PLAN 6�� TYPICAL HALF STREET IMPROVEMENT 8 12" (2"•-0") g � o crrY OF �1GARD M. NO. ��2 ^ J�� Cl. l TY C,F T1GARD DWG. NaNoe 190 2 N.T.S. , , rx try : •.IfE) 'X w..s. y _ -_ _....-.. ........... t!tpM� 'fC1tb� _ e"al�,••+r we . .. ._ _. ...., r II�e N1MW►yrp,t ,lir velta r ,.,•.. .�.. ._ yam'. 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Y,YI.nY..rw.ITlLih'.s.ra.i COMPACED NATIVE --- - NATIVE MATERIAL AS Z1 OLYMPIC FOUNDRY VB910 SMATERIAL -_ H o v! ' VALV:' BOX AND COVER ba 4b WITH 'W' CAST IN THE W u 916 QjI L --- -`- -- _14 -'"'__'�• • TOP SURFACE f j t :g O S a . d PAVEMENT lll x +_ 10 z O NOW OF VAY HAND TAMP BACKVIL� ci I� r AROUND TOP SECTION _ w wlo • ~ o [AsrirExt -� 4' MIN - I W pu 3 _6 - 12 MAX " ' - rL � •� ,;, 6' PIPE 6, P. b. - 6'SCH 40 OR D3034 PVC 24' MIN. 4 i $ /-ON PIPL SPACER 1.3381 LENGTH AS NECESSARY _ �I Exam PA M NI MIA WOES TO OPERATOR EXTENSION PAMONT T SOUND PAVEMID(T +_+ + (SEE DETAIL No 3) -• % � • _y PIIOPE1�11 UNE CLASS "D" A A . COMPACTED GRANULAR d . BACKFILL AS SPECIFIED PLAN All v Lai ZO .0 _ _ N w Q CIL NOTESi 1. VALVE BOX NOT TO REST o ON OPERATING ASSEMBLY 2. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT ti CLASS "E" Z IS DEEPER THAN 3 FEET COMPACTED GRANULAR V DISTI= WrAu" qxpya 1110E FROM FINISHED GRADE BACKFILL AS SPECIFlED 3. CENTER VALVE BOX ON FOR THE TOP 12 INCHES AXIS OF OPER NUT ..• .;. ELEVATION 4. PROVIDE 24' SQUARE BY 4' THICK w .:. CONCRETE PAD AROUND VALVE Z `0 '• . • BOX OUTSIDE OF PAVED AREAS 3. VALVE BOX COVER SHALL BEACL Ici MINIMUM OF 2M ' IN LENGTH a " ' • . _ a. ••• 14 1-112 & 2 METER INSTALLATION 1 TYPICAL GATE VALVE 2 TRENCH BACKFILL ABOVE THE PIPE ZONEr3_' c a, TUALA17N VALLEY WATER DISTRICT DWG N0.702 Q3 TUALATIN VALLEY WATER DISTRICT DWG N0. 3 13 TUALaATIN VALLEY WATER DISTRICT Dlh'G N0. 10 - �,j T o • ` • : a .. D O U CIL eC (HORIZONTAL) VOLUME OF THRUST BLOCK TO TUALATIN VALLEY VATt- TD LWAL PLUMMI cK BEARING AREA OF THRUST BLOCKS ?N SO, FT, IN CU. YDS. (VERTICAL.) OU NIM 4 KSINICT TTAMARM Cao[ IT ANMRN rj4g • '' 22 1/2 I1 1/4ITTIN- BEND ANGI E AK,TAKWP GLAM- M&T CT TEE 90 o Psi SNI' BEND BEND BEND SIZE 45• 22.5• 1L25• x W ,�IDEWALK- ADJACENT 10 CURB rm rub( K - za rcrc , rl Am CMOPLM AwTo 0l 3 4 1.3 1.8 _ 1.0_ 1.0 1.0 4 1.1 0.4 0.2 - �S VALVE RISER 6 - 2.8 4.0 2.2 _1.1 - 1.0 6 2.7 1.0 0.4A FSC' �,,�T NJ IDEVALK C�EIE r-�� 8 5.0 7.1 _- - 3.8 2.0 +.0 8 4.0 1.5 0.6 18' M N s• MJ RI�EAIc FLANGE 10 7.9 _ 11.1 6.0_ 3.1 1.5 10 6.0 2.3_ 0.9 - - --'- • - � 12 - 11.3 16.0 -- 8.7 -4.4 2.2 12 8.5 3.2 1.3 i, ' . • M01 •� 16 20.1 28.4 15.4 7.8 3.9 14 11.5 4.3 •,,,s� r ,a��'; G's �t�1a*� �' p, 20 31.1 6.2 16 5.6 2.3 cverccTlo+ 4M1 y K K - --44.4 _ 24.0 12.3 14.8 DRAIN RICK FncKET - rte[ " mrnrt �4 CU FT HIM J 1 Lmm MTM=a 24 1 45.2 64.0 34.6 17.7 8.9 vccr>CATHM M 11E rr-6' DUCTILE IRON PIPE VN .= BASED ON MPIWSV AND @000 PSr' WATER BEARM -- •, PLAN CAPACITY. Wo cu" 0 N7 _ g ,ra::rt• attia•7xtia'"�G!nP+3tiu� Sri �s a .t_:a n ;a7 i , c,Tie ` A� NEGALUG RETAINER 3' MIN - •� a N GLAND (EBAA IRON) CONCRETE PIER 61 GAT VALVE v J #, � ' •: •� BLOCK NJ 6' FLG J 3' -- r SEEx1OTE No IEE O --j THRt)ST HOCK94- - -_-- LyJ VALVr • W w";,o" W Sj,Q•EWALK WITH PLANTER � N ..� � VALVE Lu �J' � � VERTICAL. BEND TRIP AT CLIA ) cv 24' MAX _ Cv BEND TEE FITT ING RUD �!r �i f- aE MDMEw m `� U.I ` o SIZE S:7 a2alcTc r 0 4'-12' 116 -SIDEVALK `WIGS 30' _ 16. 1 14'-16' !18 36' �,. CTM c) :,'y •R• .-__ _,,.._ � • mtmm To *Ayuw at siu� Pwr v>t Ia11s1#sov[s NOTE S I - - ELEYAIl4a CY 1) CONCRETE BLOCKING TO IIF UTILITY BILCn L.W. HATC �1�1TC• 11Si1`�i V ' POURED AGAINST UNDISTURBED SIZE VAULT I DOOR ■ DWR w t ZZIMI 1p lfAL ALL 0 no N VAULT VITH Q Q - ..I-S - G EARTH ID ALL. CQPK'RC TF.' T11 BE CLASS 3 660 WA AL J SAL yesIMCTDR to II1tTA1I Cac11[rc�tA �sT s w ttjprT W rLowlill 1400 6 676-WA J-5AL J-�� u�` �nvta wu AN wV�cc WWI WL z 3) INBTAEE iSOLATDN OR FIT- I. FUR CONNECTION TO EXISTING NAM URE TAPPD'10 SLEEVE --J---- newt 11•it•►ot a�-VA VAULT STRADDLE BOCK I mss PIPs ANA Fat- IN ACCORDANCE WITH DISTRD:T CMISTRUCTRN VMIFICATIONS. - 697--WA JD-3AL JD-3AL 4. TIwIeT SAM r-<♦r No TMM= T 11ET•t� Ief011ltiMlG SEE DETAIL No. 200 10 5106-LA -JD-3AL JD-3AL rct�c>at reTa m Ieul�w awe ►uT � 2. PROVIDE A S FT CLEAR BPACE AMIN" CIRCUI OMICE OF FIRE HYDRANT, 4) CMICRttTE SHALL 1IE KEPT . rat MOMAAr�ow BY waTIeCT aa�11 CLEAR W ALL .RUNTS AND ACt`E4iIMtIEICn THRUST BLOCKING DETAILS 4 FIRE. HYDRANT STANDARD INSTALLATION 5 DOUBLE CHECK DETECTOR ASSEMBLY 6 6152 , TUALA17N VALLEY WATER DISTRICT DWG N0. OF200 �,j :. 1UALA1W.,..YAI„ Y WATER DISCI DWG N0,20 13 _ TUALATIN VALLEY WATER DISTRICT ONG 4 • f : 'I ..:. •wwyr .w. al Arm+wWraAerll�+�•>�•�sowlwa+++rn +4r.+F•.INMwr ,..,�.., J+1 ., �• ,.••rr,9A711�k9Nd�"++"'''4r' A�+rR,►w�tYYa'' . a .. lI I ! y � a , r ; r ;,:aaa.xra,d n 1 y.�':i': lki wF r;, tJf•`�! .. -,';#} ,,,:: .fir J tlr, r .. • _t y a _r TSV'. , do ._-ti•:'. _,'3 - ..•. ,-:. .-. ,_ , !.:):, ''_: ,,...$ s -_._ 1...,_... ... '.'r ..I - .:{:. ....ys,,nr.a .,..... t:,..„ .... .........r• ,. ,e.°. w'.,.., -, .- ... ,tri .s.- , - .. ..,..q8_.,, ... :., I ,.. .- = ';+V'l'(", r ➢:'. v h %: •c t.. - '.Z 1, r a- ,j,. aM' .6.,F. #, - ::t•- ,,,. ..a,._s:.ii4p4..ts..lta1...ie1+F..]wA":aA14lMCu.YIfr7.:c'�.•li.9dl* ..] ,•.4dbt7.l.'.1[h:.Jli4t" ' ....,,::,.. N'•t R5 •: 'Rldd;in.'.5N19[fx.WN:`f.YY'tt:.t°.rr rp.. .•' ••dT.':: dG!II.IID,tiSi9•h3CA'C4i'tfld.' YFT Kd__ ' ...,_ ._. - +e-..,...1'i: :'_.`IWII'a.'_S" .. ..fib. .r-:,-,yigr..•..nom. a,:.-.unnv.:. • - yy, I 1 w4 � it r 1, a•Y�4, r "- Y Tp f t s Z b a v i S r ;1 1. , . n.,.x .. .. .::. .f .::... ♦ e v :. :. ,.. :. 1. ...jry :. '', ...: �!'. . }.'. ... , '. ,. ':'.: .' al. .,. .... e.. . ( .: .,.. rye i i. ., .- . t 1 Y• A., +l: ..«. .k..:,t -. is '• .. :::...- , „-. $' v�.,:, KIX, ,ta : ., ..wn. - r"+M.Y'1Y�1' raAu . nr..u.cr�i.., .....,. ...., s_ ''• r.,,.y.u, ,.,.,. .r•c sa.... .,, _. ,.....,., r. ........... .. ..___...,, .a..... i._.,... y,. JUSEPH E. KRAUSE j . ANAS, OREGON 0' CITY OF TIGARO •9��, OF -� Approved.......,.,................. ... .. ... � Conditionally Approved,...•bw in........ For only the a� 4�0 1 1 L1 PERM , See Letter to: Follow . ............................( Altacn R "T N C:) F FICE B U I L D I N C3i Job Addryss: > Gt �1a a Date: --- SITE-LOCATION q4 s.W. CORRAL 8T. I CM OF TIGARD — AW oven.. . ... ... ................` _ Zj C,Of►Wilorl8fly ApprOvid...... ................. , ..Y 1 Y jLOOtJl1T AT. Fo!Otlly"w as ds3Cr�etl i ' lk ?C11Y1"111ZI—["1 ' ,,i \♦ �� :[ 1� , / --� PERMIT NO, ,,ff ' .1'Y '.t Y. ZYI, > o Lotter to: Follow ...( •I Cn ..:::::::..,.e,,,. .,.... �: ARC I T E C T P. G Jft Addrtra�l: w. 2tI S.W. OAK 3T. Date: -Of 00 w&4m \ ofu � (sov WAM , r _ % I r � \� � ,, ,\ CJuJtanr�,l"Jwmcn Wms ` — • ` /: ,,ice / r1e411 PILM,N APW IOIe rirE j CGTVOTRUGT101J OF Ol•E DUILDMO OIA.r,Aro AIM:NOT TO O! MPROMA M"ANY WAY VM" ALL Df•M'Nd1O11/a*,a Olin \ \ 1 GGTOIifc*m AND WPOM Arf1 OWNER ( sov :\ C.6RAL * Ts \ / Ni "ANITY !`IMtolm OR OMi'Jtl,Q4O TO rN,b EL" EVATION Cf.wocemmomTonesrANror I�A P c"Timc"OM WlITTEN DR1cI�IGH�,. J ` ALIWYD IL�Vli PIM: RENAISSANCE DEVELOPMENT INC. . ILLAIbETTE FALLS DRIVE r t '� O � Na 1272 S.W. w �' N T TO SCALE -• ,�„"' ' :.. WEST Lf t, OREGON $70681 1 ` .•. : �..- ... CONTACT : RANDY SEBA.,TIAN LIST ® DRAWINGS � � •..�. (603) 651-5739 - PHONE .... ..:. MOBILE PROJECT �0�1TION (603) 6722-2867 - � .. :. (60�) 868-1001 - FAX / .•.... ••: . ARC.hNTECTURAL FIRE PROTECTION MARTIN OFFICE.- BUILDING � ::•.. ... GENERAL CONTRACTOR , ;� ..., a...• RENAca� .� ___ 9450 AV. . CORAL STREET :... • ..% ANCE DEVELOPMENT NC. .= . 1872 S.W. WL.LA047TE FALLS DRIVE Al TITLE PAGE . X31 G. PIPING FOR S.S. CITY rJ ,�TiGARD F WEST LINK, OM13ON 97008 A2 SITE PLA �'�/ c* r -WA HINGTON COUNTY, OREGON c coNTACT : INUTCH CARTER N� FS2 FIRST FLOOR SPRINKLER PLANS / -� � ,� (603) 867-6739 - PHONE \ cu (6051) 616-4616 - MOBILE A3 EX iIOR E�L,E TION FS3 ROGl� SPRINKLER PLAIT! � RUILDING STATISTI .� .6`'(603) 988-1801 - FAX S , u t (ARCHITECT A4 E /PRIOR EL8' A ION6.,., I MECHANICAL / I. OCCUPANCY GROUP B. OFFICES(T 3-A)1. 1 � � -� C ANICAL � / `— _,_1 '`'— 2. TYPE OF CONSTRUCTION V-N ( LE 5-A) 2 STORIES JJL KRAUSE ARCHITECT P.C. a M I FLOOR COR PLAN _�\ M1 SCHEDULES, SYMBOLS, SECTION S 18289 8.0 82trtl�i. �. �tU'TE 202 , CLACKAMAS, ORF(?,ON ' 7016 \,` 3. FLOOR AREA: NEW 203 666-4111 - PHONE U ER FLOOR PLAN `' a.rr M2 MAIN FLOOR fPLA�.,1.!q' -HVAC iA; UPPER FLbOR-OFFICE 8603 SQUARE FEET � 1503 a�el-62v� • FAx T - �► \ OF P!AN M3 UPT"ER F OR PLAN _ H (E) MAIN FLOOR aFFICI� 6609 SQUARE FEET . �CTUFALI �NGrv � T .� v,�c _ �. ASK4 ENC IEIERN�K3, M�iC• \ ELECTRICAL /'" TOTAL �% 17,312 SQUARE FEET w • AS ILDING SECTIONS �.: 30084 PROCTOR BLVD., SUITE 'C' \ � _ �-- ..„�; BAIL a 1t't�s�i+e v i t38i'i CCWTAG'�l: BETH L04T A9 BUILDING SECTIONS OCCUPANCY LOAD: 17,312 SQUARE FEET TOTAL 401' E1 PANEL SCHEDULE,Owl 888.68230 - FAX A (A).UPPER FLOOR-OFFICE 86 �, A10 M IN"fLOOR REFLECTED CEILING FLAN,. E2 MAIN FLOOR PLAN - POWER \� J! GIS ENGINEER / L,A DSCAP� � (B) MAIN FLOOR-OFFICE 89 ” - " -- /A UPPER FLOOR REFLECTED CEILING PLAN E3 UPPER FLOOR PLAN W POWER TOTAL 176 (TABLE 10A) Q 8?,22 OW �.w. vOi�A�AV�E., BUTS r PIDRTLCONTACT.- tOBRADN . EME Al2 DETAILS E4 MAIN FLOOR PL LIGHTING -'� U Uu 503) CT: L. BAAL! yIENT ,".c. 6. EXITS REQ'D A. - MIN. 2 EXITS > 30 OCCUPANTS (TABLE 10-A) 1503) 246- 5`0 - FAX /' E5 UPPER FLOOR PLA - LIGHTING B. - 2 E / �,1� �E"�"AII•„� EXITS B SECOND FLOOR (8EC.1004.2) PLUMBING .�._._.. A14 HANDICAP DET IVT.' ELEV'S � E6 SITE EL��TRICAL SCHED S. 8. ALLOWABLE AREA: A. BASK ALLOWABLE 8,000 SQUARE FEET CRAFTWOKt FLUMBINQj INC. -` ($EC.604,606) U ~ 3•x'1 NIMSV3 AVE CIT..- B. YARD INCREASE ■ 4,000 SQUARE FEET Uj '� Z WAVPAT O;M 97008-6400 A16 ARCHITECT'IJRAL SPECIFICATIONS - 1 000 SQUARE FEET ► �' � COTTA .T: Imo,. 8 49MM*-'H \ ` 2, (503) 844-508 ,. 003-844-59619 ►= �- ►.r C PIIiORAE / - FAX. �;� VER S�•�Ei�' C. MULTI-STORY STRUC`�UI�A.L- INCREASE X 2 MECHANICALlR1DATIOI� \,02 STING CONDITIONS PLAIN TOTAL ALLOWABLE ■ 24,000 BQUARF FEET AIL(' 21, 2001 BOTH �� -"� 7. OPENINGS/WALLS A) NOT PERMITTED LESS THAN 6 FF,ET CONTACT: JERKY r **&L P-SEGOND FLOOR FRAMIN ''r �� 0 DE 6LITION PLAN PROTECTED LESS THAN 10 FEET E'ROJECT NO, (�8) 7 -4�ID0 - -''� G �. B) WALLS 1 - HR. .ESS THAN 20 FEET ,. .,,,4 SITE r E PLAN MECHANICAL E I 1EGE 53 ROOF FRAMING PLAN (TABLE 6A) REVIg10 CHA �+l.CAI�.. E[�IGIN�.�.r� S4 STRUCTURAL CETAI C5 GRADING & EROSION CONTROL PLAN .'!71.r / I��I��•�..E{�7 1�, INC. \ RESTROOM$: ,�,�. ' GENR ��...-...--', � 8'• A. (2) UNISEX RESTROOM EA. LEVET. = r T AL STR L NOTES - - C GRADING EROSION CONTROL DETAILS x C A ACT. C'IF HWO �'" �'' S _/` t x,, �i�y�� % �+ r > 2 al y l'"$ t i 4 r ro� r,,• t � ' r}it� s IP�kt 9C�Y�•ul', %r}+'.�3?.r�arr�� ,w i'd.{ � J C7 STORM PLAN ELECTRICAL PLUMBING .---.. ---�- - C5 SANITARY & WATER PLAN +IRT EI�Cnlc INCL•. 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