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11321 SW NAEVE STREET-4 1 r� REVIS TIGARD CONVENANT CHURCH TIGARD , OREGONZ0i � ccu• CD E i D __j W U) r . > ,� Q Y c) Li r,' U c) < I VICINITY MAP I INDEX - - Y 3,U ~•r aj,: • a pMMMYTI >�.�. SITE 1 — SITE LAYOUT l� I . k �:�,�.• SITE 2 SITE GRADING �r �.i A. A r•. �1- .�,.Vf I �... �. tV _, __ ., 3 = r_ �:_- SITE 3 SITE DRAINAGE �-L==- l 4-- -�- -- _ I SITE 4 - - SEWER , WATER , ELECTRICAL, GAS 41 �� 9 10 - _ SITE 5A— C — RETAINING WALL PLANS & PROFILES �rHIN , S6A&B ,LID - - SITE DETAILS � ,� _ #� .Ir> � �� - Ir c.r,•tfr . ' ' PR 1 -- 6 - - CENTER LINE PROFILES .vsf• .... 1 .... 6 D1 - - FOUNDATION PLAN ( FTG, COL BM SCHEDULES) D2 FLOOR PLAN o �1 �f { 0,I_ ; JC - r D3A&B - - BUILDING ELEVATIONS , Q 7 D4 ROOF PLAN O Li ! 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S, •... d:S�Y s.S,a�...,, ds,i6,ea�,�nKH � �iYiL� rN•- . - a+; a, a;; e - .. � ����'r�:[IS'Jsw,��� ➢�'V�" ^* �i}<�.. `S�Ea'�:!��..+i, 1!ri�!;,n.•W�,n•�ieifi��_as s� r�a�Fes�d�trvst�r�•t)r„ . ,,,.,�y,.�f�t� REVISIONS BY 3/24/97 SG 6/16/97 SG PARKING SUMMARY U ALL STALLS ARE 9' ODE PHASE I&H Ln +� 112 STANDARD & COMPACT `�- . _ 1-4 PARKING � 7 HC PARKING CD 119 TOTAL (Ij C N 0j III PhASE C:) 112 STANDARD AND COMPACT - ' PARKING 81 ADDITIONAL PARKING —Z- HC LNG �', -'�_ ❑ Ln 200 TOTAL _ ' ^ ____.J Q �.1J W ^— NEW PAYMENT � ~ - _ i x O P S C TALLS: - _ _. sntic - ` - LLj 16% PHASE I&II _ r 9% ALL PHASE -� r 0 �fC' __ - �Q FOR pr+ASE_il` - cD X BICYCLE$ TERMINATION OF NEW CURB --- �' - _ �` �. NEW 6' SIDEVMLK �� �IfG' L1.J r,, U Ln CONSTRUCTION AT EDGE OF ROW - W/TYPE rC CURB _ PHASE 18c11 7 SPACES NEW PAVING TO CONTINUE ' / _� �_~�1D-WT TER WITH — .�� _ C� �L PHASE III 7 ADD'L SPACES �� 4r GRAVEL BASE_ CONT. FROM EXIST•G � - _ TOTAL ALL PHASES 14 NEW PUULIC HIGHT / / ` �.�4 51"#ALK TO NORTH OF WAY LINE •`� �-ry Sl,j•3 � EDGE OF EXISTING / ''- PAVEMENT/GRAVEL ��- �' / `��? 1 Ahq St UTRU 9 - E PH S f 3 / _ ` CURB/ AND SIDEWALK EDGE OF IMPROVED I PRO OF NEAVE RD �\ w �\ , y �' Y~ , "�\ �- 5)Q 05� ( LEGENC,. 9VT4;RZ O-90 SITE \\ K� I �\ - - , , %� v '� '6 '� l6 I U SAN SEWER MH ��FNT v �� FND 5/8• IP STORM DRAIN MH jo '16 —W—W— WATER LINE Jj( VISION ?��•' .\\ wv �0 \?� �\ �� �\ ®\\ �� `\ / \ WATER VALVE ❑ ?p \'�� y� TRIANGLE - � � 3' `F� "1 � e� �_ �' 'l`� � � r r f / C` AS \• r oo \ ,\ * \ Q' GAS GAS LINE z Ly— OD �'• ��► � J \\ r, f �• �� / \,_?i '� � � GAS VALVE to .TND l;QNC fd td !� R TOPS UTILITY POLE r;r 2 \ \ F • SURVEY MONUMENT FOUND Q /M 11-80X r 0+ / / �?�r ���' / TNUL-CQNC�� �y `SpL3 Lw-m �� ( - / QQQ `. ?� ��.. v '\ �,/ 86 �\ `•cv GUY ANCHOR No.COr Q� .� / �9, FIRE HYDRANT co (� ui -O.U.- OVERHEAD UTILITIES OD FINISH SLA - d �o / (++ / / ` 3 ; 1240.15 �+`C,`�j. O+ o FENCE g I \ I� -� ' "'` �• I�r � } yL A/C ASPHALTIC CONCRETE M.y is /400-1 p STREET LAMP b - 1 (1) TELEPHONE MANHOLE (US WEST) / I�► o' d '11 ETAINING ALL E i -- - l I� SITE LIGHTING SHOWNG 1FT CANDLE LIMIT r i•R6EuSE` � NCLQSULIE y ' z r,lf +, '.s• g I. PHASE ONE /FUTURE PHASE� LI K ENE S A 770.00' (� I 'W LE LO WALL S00'51 39"E - �(Irlc I - (n AIN NG �- Lj ® 41fCU ETERSON' J FUTURE BUILDING AREA Q2 LO z ( J f OC Q r. LW 4. Cy. ll') I L-0 U ® z w '.,T GRAPHIC SCALA; 40 0 90 40 so teo ( IN BEET ) LA L NOV 1996 I inch 40 ft. ;CAI.E . , I ——40 DkA�,nSG Y306SIT2 / Sr41:T VNLIrUN ��5 Ssl EAR GF 1 SHEETS IJuv9/-UUtfJ 11321 SW Naeve St. 2 of 41 IF THIS DOCUMENT IS LESS TTlIl 111 III 111 III III I I III 111 III I I III Ili IjT 1�T III II7 111 I I IIl III 111 II( III III III I I III III III III III T�t ��� t � ��� r�� 111 I 1 III III 111 ill II1 III III I 1 LEGIBLE THAN T1-IIS NOTATION, ��-�____�� l`_^ Q j� •� TT TS DUF TO THF QUALITY OF ---� �D v1� Q THF ORIGINAL., DOCUMENT. -- — - - -- - - No.3e lb*:F 7- v S In" 9LJ"L, 9LL TG OS 8T Bi LT 9T �t 1bT 6T 6t tT T 8 L 9 9 1r E F111111111 Flilloil�Q1,111 iIIIIII IIIIII 1 IIII IIIIIIII IIIIIIII I I I'I I I I I I I I I I I I I I I I I I I I I I I I /III I I ! /I I I I I �II III I IIIIIIIII IIII111111IIIIIIIII IIIIIIIII IIIIII�f�llilli�llllll llll(ifll llllllfll if l � If� II II1•,I {1111 IIIIIII I IIIII II II1111 IIIIIIIII /IIIII IIIII I III II IIIIIIII $G -� - . ` U ,oft Ln Ri CD m cu Li CD y E hl pA � ' �. - E ~ to W i 2J4 c) d 40 •1435. + __' S13' - EDGE OF EXISTING � /• / � � - -- _ U PAVEMENT/GRAVEL�_ .,_ / ?x ` .s �•.._ '� -- -� _ _ _ LL- (y.i / 234.95 ti� HASO - - - / J 238.00 41.3 / 235.50 - / FXISTING CONCRETE 244. 1� ` ~ ` -� CURB AND SIDEWALK wry 34.05 r ^ / 243.85 - iCJ•OS i 1 2 - ti ^� .7 / / / wALL 24 5 235.2 // / 5 _ 234.00 4 ► / ,,�` ��~ 24a.4o / 2 2 247.87 '�� ? ��� LEGEND: [�AA 23 50234.75 / \250.601 St.S9• ' 40 24e.4, _ 252 �- r ND 5/8 !P (� S SEWER MH -.3-50__ 2s1.90 2J / / ? y.� / ��x 257.90 / o ` l 234.60 235.00 / �O} "`P s� 280. � STORM DRAIN �1!i 7 / / 238.75 V . . ,O R -W-W- WATER UNE do CA / 239 5 � / 47.49 „�>� / x .� 4 260.90 wv WATER VALVE / 23 .2. 98 / ' Ql Gb / ee•� 3 / 39.7 . x� / �14 4.RET ALL QQ / r_ W (. L_) 2 2 4 234.7 239.25 % / is '' S .2 262 / .9 z -GAS- GAS UNE - LLI 3 238.7 9 � 54. 0 I � 2.49 -' 00 / � / h• / / ® 8 / / _ / _ 54.4 - _158 / av 253.9 GAS VALVE / � � ON RET ALL 57.40 e / R ALL ti � 4.40 258.90 I 235.9 �"_ .15 'Cr 2 .47 -�"'� _- / ;•. 0+09-- � w ,� 254.30 5 25 .75 UTILITY POLE rte, J� / f / 6 • 40 ` �} x •V��� ~�� 3 2 ° 2 SURVEY MONUMENT FOUND a' 4 .00 / �� / I �y ��ur 0.3 4) w0q W L � 234.4 0 A II '�T 238.3 E1 EC y_ GUY ANCHOR �--MA CROSS _ I I / _ 256 �k _ I J SL E ' ?,� ��V ti�28 . 0 V PC f J ,gyp 1 I A / 4 3 FIRE HYDRANT _ ^7� I RET. ALL 250.45 ��2 LL + J 237.66 I O 2 4.15 '` •/ / w o 6 1 OPE RET ALL Q Sl 264 3D \ / I MA- I FINISH SLA I QQ IOD -O.U.- OVERHEAD UTILITIES r 2 / 240.15 2 `2 8 8¢ ` RST W ry / 2 .0 2w- - 1` FENCE \ 1 % 238.54 �' I I / ` 25 6 I 25 S259.13\ I \ .91 r / 40 o Ib C� 239.90 / Z ti�� 1� 1�1 Z� A,/C ASPHALTIC CONCRETE {� - ` , ' •� �' � , / RET � 298 �1 STREET LAMP 7 248.13 _ �0% 290 - c 239.5 _ - • ,� - j 292 -- m TELEPHONE MANHOLE (US WEs f) r III 2 ry / 34_ -J 45.5 240.60 49( 248.0 25 '60 ,� •',�C�' ��� ��� ��� � �.-%moi;%/'' 6// ,�A SITE LIGHTING } 2 - J 241. 3'E \ )P4 fFGTU�E,, 9►��� �.�� ✓'�/ 2� 2� SHOWING 1FT CANDLE LIMIT RETAINING E� �• ,� .�• �3 .�,q 4 0- 770.00' ._ Z (") _ LID _ 4p SI G ALL `4 - _- - - - ---- Lj E RS t*' / �" NOTE. ADJU CONTCURS ALON / (U THIS P12 TY U BLEND WITH A LY M NEW SI CONTOU SON ?1DJACEN i Pi�bR�\ \ i z .-4 I FUTURE BUILDING AREAol 91, Crrj LLJ Q (Y) LLJ Lr)Q \ 1 1 Z Ul % JLj GRAPHIC SCALE 40 0 to 40 w ISO IN FSET ) DATE NOV 1996 I inch a 40 tL� U I y)l q cb�� Sr.ALE 1., 40' IIRAVNSG tvf 6�� FILE Y306SIT2 -- SHEET oREcon Y10 S2 SEA OF 1 SHEETS 13UJig 1- 11321 SW Naeve St. 3 of 41 1F THIS DOCUMENT 1S LESS Tf1�T1IT 1111111 .1111111 IIIA I 1111111 III�IiLl 11 r1r1>�t II,�I�f VIII 1 111�1�1 lllllll IIIIIII VIII I 1111111 VIII 1 I�IIT�111�111 1 1�T�11111�1 l�l IIIIIIIIIIIIIII IIIIIIIII�I I i LEGIBLE THAN THIS NOTATION 1 I I 1 I I I 4 I 6 I I- TT 1S DUE TO THE QUALITY OF No-16 THE ORIGINAL DOCUMENT. -- ---- - -T- --- -- --_ - - --- -- - _-- O'_:..._••• '� £ liZ 13ti tti 9v bZ E6 G tZ OZ et 8i Lt1111111111111IIIIl lllllllllllllllllll 1111 lllzlillllllll IIIIIIIII IIIIIIIII TeIIIIIIII IIIIIIIII IIIIIIIII 191IIIIIIII9IIIIIII IIIIIIIEIIIIIIISIIIIIII IIIIIJII IIIIIIIIIII�IIIIIIII ►I IIIIIIIII�IIIIIIII�IIIIIIII�IIII�IIII�IIII�IIII�III�IIII�IIIII�IIIIII + ..."t, _. ;.,:w-,:_a. ._.,....:.::.:..... ....,+.�,b...�a...aw ,•..n,... ;;•rw,e�eu' �:�k+�e'..,-, . , � ,tiaYw.yael�r7��m..:. ;+>arpWnwk�:xw� ss-dL:i ,"a.. „a"::.. o-, ,. .. .. .,.. _- ,. .,. _ .. ..... .. . . .. .. -- Gfy ._. :u{' w, .rw.. :rte.. ,..t.•.i31:,: ` .. ) ,,, , } REVISIONS AY 3/24/97 SG 6/16/97 SG ' EXIST 12' CONC. PIPE CU O CT- CU 1` Lj O Li AVE-WPACJ Ice x� - ' In i Li -/ n�lu� u aq l7• ZNEW 12' (/J T I _ /---CONC. WE CURB INLET �` _ �� 1 � CITRUCTURE 'A 2 � � '� .- -` - ELEV O --� �Li �• ' - TA 0+72 49 `T �� � �, r--� �L 0 / IN FLOW EI.V 227,62 ���',ty ` -" ELEV.-.05 INV OUT 227 0 �` - U v JIL _ T�1+hP DRAIN r $1,j�;,,,� _1_� �E� EDGE OF E xiSTING / 149J �, PAVEMENT/GRAVEL �q SEP � v w - JO _ ,� _ � f 1 T190f p ' � ` ` N W 12"CONC. ''' - AIN PIPE O ORM RUN-OFF / �' 8 _ =` D-OFyDEWALK / _ -~ r �/ NTION1 � G� �rU�B , -,._' - _` URB EXISTING CONCRETE / 1.30 . .2^'4 115 INLET ---' 570,()5. tfT� CURB AND SIDEWALK J' ::URB D1hIN CON RETE IPE/ *2—6 DRAIN •MIN �'' FI E _ ry HR�EJ URE �•�+ $ITE 3034 RA p , , ORA 00 t` Q RIM N ----E ,s�'� r � ELEv � E �,• ►� Ile j I Q�� 4 < 247. RIM ? i INV IN2��j ,i' :qg �V �c�7vQ � p '` INV OUT 24570 V y 60 FND S/8� IP ( 0) SAN SEWER MM a.., �� . . , • ��`�' � � '� "_` / "-'_ ----- ., / INV ?N 02 4S 1 +. ~` STORM DRAIN MH / RIM ELF ` ,�- '` / '�► �� / / INV OUT 24iA4 (®I 33.50 co 4 3 J l STRIP DRAIN ,'� ! 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"'" "�'lrraes'Alw. IF THIS DOCUMFNT IS LESS 7-rT(1lIll llll'I .111I111IIIilI iIIIIIII"11111 i IIIIIIIIIr��111_Illij11111 1111jllljlllllll IIIIIII IIIA I IIIIIII VIII 11111111 11111 1 11T�11r 111 1 111111) �11 1 �� y LEGIBLE D T}{AN THIS NOTATION, IT IS DUF', TO THE QUALITY OF THF ORIGINAL DOCUMENT. - - -_ _ �11 __ NO'S �`��8LLS9L Z66 �11 iL09L8TLt '11 IIIIIII�IIII II IIIrIIIIlfl�ll�llllll Ilil►II�IIII I� I�IIIII II�IIII IIII�IIIi Illl�lill II I li IIIIIII I�I���I II Illillllll��i� i� it ilii I i i IIi i �iin 1111�1i11 Ilil�nii i��ifu�l r REVISIt lY �-- U eft N LLJ C) 1:3 in j LJ R LIIVE'-� 8' TAP INTO -EXI&ylt4G � 1� .. �__ I r Y '^ WATER MAIN �-` - L.Li r,, U U '/ "��. '�� $• GATE VALVE - SHUTOFF EJGL OF Fk►STiNG / �..,• - L U PA'Ar-MENT, GRAVFL l SERV1CIING UTILITY TO ' /{ �� PROVIDE UNDER- - ` GROUND POWER TO �" ►� 0 S TRANSFORMER FROM / \ -��� _ r fX' '1NG COPJCkETF _ CJR8 arlG SIDEWALK NEAREST AVAILABLE ` POLE. Beou TAP INTO EXISTING % �`) / \L r ;: �, f;f• .�; ./i/�r,' / 12' WATER MAIN-- �� ✓, / <c: FND D' iP I �O� SAN SEWER MH STORM DRAIN MH ` W---W-- WATER UNE ,^EE DETAIL /� 1/ 1 (n 16-4 w WATER VALVE � Q TO \r0 i I dp� GAS--- GAS UNE W �y / M� �YSs av v Ir N 37.5 ( moi' ` I GAS VALVE 1711 I ,y. I �� ` /?• V � � � \ � i�I � U'lv TY POLE cy- SURVEY MONUMENI FOUND / / 0 / • ,I �! OST_"'t ; ps i - fE. � -y (AJY ANCHOR FIRE HYDRANT 83.3,7 0. •� `' �-`- `IRRIGATION A NOTE: o.U.--- OVERHEAD UTILITIES G' FINISH SLA' \ / II r., (T 1 240.15 ALL IRRIGATION SUPPLY LINES I ;,, �- Tr1 W \ / \ I AND UNDER PAVEMENT SLEEVES ! �� - O - FENCE w / CTAS -- jAS \ I / I TO BE LAID OUT BY LANDSCAPE DESIGNER i \ I j METER LL. �.-,l A/C ASPHALTIC CONCRETE UNI # STREET LAMP \W/DISCONNECT `` 1 TELEPHONE MANHOLE (US 'NEST) C.O. ' --- 1 r I SIZE LIGHTING ~.+ SHOWING 1FT CANDLE LIMIT •+ ` r .rJ0.00, z i S C.0 ) l .�i f INV OUT 230.06 c( rte- �- a --•�.D o'.�t� r� ,tom IN FUTURE BUILDING AREA < (y) t / z .--� \ \ !' /' C,) r-1 I.aj �y L3 u Z GRAPHIC SCALE 40 0 20 +o OD Igo Jim - - IN rlZT ) NOV 1,996 DATE: I inch - 40 ft.. SCALE lfwO` DRA VN sG I r / �a ��' F ILY3Q6SI T� � SHEET ISUI")!-VUtl7 � f S4 11321 SW Nseve St. Q � 5 of 41 I / 1 i ' r Clf•- 1 SHEETS IF THIS DOCUMENT IS LESS f 1_ I f 1 1 I l_1 I I I I I I I I I I I I I 1 I I Ij I I I II III I I III III 111 ill I 11 I I i III I I l l l l l l l l l III III III III I I III III III III III l l l i l 1 > 1 T l t t11 111 I I 1 I I l I I 1 I l l l i l l I I l III III 1 I � i i i ► �j 1 � 1 l e l I � I � � � � IQ i t l � � i l �� l LFGTBLF THAN THIS NOTATION 1 .7 4 -I TT IS DUE TO THE QUALITY OF No'ae THE ORIGINAL DOCUMENT. -- --- --- -- ---- - - -- - - az ��z s� �tt t��z 0 z 161—At-- ��tIIIIIIIlil 511 1 1:1z6llllllllll ILII IIIIIII9Q�IIIIIIII�IIIIIIII�IIIiII � IIIIIII�IIIIIIIII IIIIIIIII�II 1►III�IIIIIIIII�i I f +. .rrrrr. REVISI1NS 1Y _ •~ '� ~ u') oj C3 .,.. ......r• - ..-_ _ _ CTS Cu LLJ CD CLI �r- lick 4 - . o � '• ...1, ,_•mow • •'••�'w L.�� � - � 1 (^ C(A 00 CD / `- -,.__ --- _ _ •` ` . . _ y �' 11..1 r, U Lr) FUa OF E 45MNU / —�-'� `•` -..=l�?':y"�V __ ,�- _ >':,. Y. s F.; r--1 J PA'.t4fE�11 't.�.AVf:L >: .. ti / •',` ` _ `". ,_,' �..,` •"'.•-'-.a `....,-,.. .r F.XI�S'nNG CONCke IE +/`�`'( / \ • • ~ r►.r.r I CU*8 MIE) S0E WALK A -, y :.. M : ,.s' ,4 a Qr•t { ' -7- FUTURE SLOG SITE / /' //, � \ � � w:,r,. , �•w> ^•� �q�t LEGFN SAN SEWER MH STORM DRAIN MH --w--w— wATEP LINE (� WATER VALVE Z o GAS-- GAS UNE L1L C /// uev > GAS VALVE n 1 UTILITY POLE r � SURVEY MONUMENT FOUND (.�. . Q ELEC LD MEM [` V / / �' / y GUY ANCHOR H NOTE: I FIRE HYDRANT SEE RETAINING WALL PLANS I I I / / / FINISH SLAB C FOR WALL AND FOOTING G I � —O.U.— OVERHEAD UTILITIESO 240.15 I i / / / // DIMENSIONS AND DETAILS I "' 0 - - FENCE A/C ASPHALTIC CONCRETE ------------------ STPEET LAMP w �TAjd24G_wsL 'E"_ -- _ = O) TELEPHONE MANHOLE (US WEST) SITE LIGHTING �-- RETAINING KALL 'Err J SHOWING 1FT CANDLE UMIT x I FtFN�!ff1' CIN O / •' / / Cu '` ! 11<« ✓ \'�\ /1/' 1` 1 / l / 1...;' / V `� \y'` \. i f FUTURE BUILDING AREA z /�I� '• /1 !'� ./• 1 ` \ `J I / \ l• ,\ ter! < 3 •ICY/ elf w Ln .1 .ahs '/ .\ ,� % / [ r'••-•� / . .,.'. ``v '`�... / � ,/ . / J �' ` 1_LJ In LAJ / - VA L3 u GRAPHIC SCALE 40 0 20 40 ISO .ter. DATE / \ 1 Inch ' 40 ?L I�OV1996 • �I ��9 SCALE 11=40' I / , DQ SG FILE Y306S1TR S w.�,. LSUYN/-UU2SJ � � r / 01l11i0f1 J 1321 SW Naeve St. SHEET /� / r 6af41S5A OF 1 SHEETS ....w+..r..r.... ... +M•enw.._. aamn.4•neoo�+ l�!b1+P'S[IYYtMr'P. �..nt+Mat'nc,.an»*.,twr.»..,+p,,r;.,r.., ' -' .... :.. ..•,r••-•rl�7N•• .Z•'!r►••MpWhIMMrr.- .sHWry..H,-..,ti--e Yrs..., ..r�+arw... ._.... . IF THIS DOCUMENT IS LESS Tr ilrrII III ilf III fl( III III III 1j I1II1111T 11 111 II1 111 111 I I III 111 111 III III III IIIII I III III III III IIII1�1 II1 1 SIT TI1 111 llt III II1 1111111 III III 11111 I � ( 1 I ( z ( I � 4 � � 1 � � I i I I 1 ll Il I I I - - ---�_ �_-_�--- _� Jill 1111111111111 -- LFGI$I,F THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF ( •-� / No.ae ®•Vx �l3 / / / l THE ORIGINAL DOCUMENT. --- IIlilll III-L1.-IIIIIII-I-IIIII�II-II-I-I-I-I-I�IIIIIIIII�Ilillll�ll Ilii IILI�I IIII—fIIIII ILII I-III 1IIIIIIIl11�1111 — 111fiiIIII! il T1111111111 11111;11 I� I�.01f8 _--8�_ — _ �6Ill_ �I�£ 1� 91ti L9it 9t IIII (IIIIII ) �Q•f jjjl REVISUNS BY ' U 247.48 ' _ _ - --- -- - -- ---- - - --- RET__WALL_ #1 (16,00) /246.98\ �fIANDRAIL/GUARDRAIL _________-.__ _T____ - __ ►--i - CONC STAIRS FOOTING TYPE SCHEDULE Ln O I 044.23 -FINISH PAVING GRADE BEYOND RAMP-. 13R ® 57' r--+ 244.63 244.23 243. 33 ---- ----- --- --------------------------- , - (ie); Oj c ------------- ----�- - PAVING 1 2T ® .83 REFER TO ENGINEERED FOOTING DETAILS -----------"-"""----- 1 TYPE 1 - WALLS TO 4FT ABOVE THE FOOTING I (� �- ----- -'---` /--1" WEEP HOLES 1 TYPE 2 - WALLS 4f"T TO 5FT m (11 DEWALK -- -------_- TYPE 3 WALLS SFT TO 61`7__• ,._-- ---��___�_.��__-�- �__--� __-�--�__-- _-�_ ______ - SI_- _ -- - TYPE 4 -- WALLS 6FT TO 7FT Y_ � 4.00 4.00 4.00 4.004,67 ) TYPE 3 (33.0.0�14 ) 0) ~� TYPE- 4 +(49,67) -� F TYPE 5 - WALLS 7F7 TO 8FT p TYPE 2 (r 6.00 i PO67 108.67 FTG KEY-SEE 'DET'S -10.79TYPE 6 - WALLS 8FT TO 9FT Z i � Al A2 A3 W RET . WALL A " W � U � _ CoQ LL u 247.12+/- 24 72 FIELD -DETERMINE 241.22 /HANDRAIL/GUARDRAIL RAMP jGRADE BEYOND 244.00 243.15 243.15 243.15 244.15 244.15 244.15 _ /- -- -- - --- CURB LINE PAVING --- --�- _ OF STREET (y) --------------------- U) --- -------___._ ---- U' INT BL24^x24^x12 .--.-SIDEWALK- fGRADE LINE DG SLAB 240.15 STEP FTG'S UNDER RCS WALL 39.82 7.82. - 5 239.82 L' r� ..J 1L7r 15 2E� Y r� 10.00' TYPE 3 i --- - TYPE 2 - ----- - - --- - - ---- - - - 89.98 TYPE _-. 21.00 TYPE 2 ! 54.(iU TYPE 2 TYPE 2 TYPE 34.80 TYPE 4 r «----- --22.00 ---- --� L--- -- - z�.07 .� �- - - -- - i•-- - - - - -----+ �- - - _ .1 �.- FIELD VERIFY B1 B2 B3 B4 B5 B6 a z � L_'3 >> >> w R ET . WALL B 247.12+ - � o � FIELD DETERMINE CURB LINE �+ ---- --------------------------- - --- - OF STREET 241 .00 Q 10.00 - ---- ------------ -- -------------------------- FIELG DETERMINE C� ---------« r ---------------------- 254.36 254.00254.00 L -- ---------- 253.86 HANDRAIL/GUARDRAIL -- ���• - 252.13 RAMP 250.47 252.00 239.82-1 250.47 TOP OF WALL :off 18.73 14.37 14.37 �- 40.53 PAVING TYPE 4 TYPF 3 TYPE 2 TYPE 1 I 'tet PAVING ' _ i 88.00 �1 251 .31 _251 .31 251 .31 I 1- ---- - .- - - - ---- - - -- -- - ---- - -- -- - ---- - ---I ^ ^ ^ 250.31 q STEP 2 FTG'S `- 248.31 TOP OF FTG 248.31 ►249.3 i UNDER RET WALL 33.16 33.14 33,1b 17.48 (D7 � --------- ----------------- ------- ---- - ------ -- -------_- _ _ ___ --------._--� --------- -- - I 'moi 117.00 TYPE 1 18.32 R E T . WALL C >> on z M 254.36 l� (y) HANDRAIL/GUA�RDRAIL- 253.86 V) (+D 250.25 TOP OF WALL 1 RAMP Q250.25 S o 246.20 246.20 248.25 PAVING �j' ► +.► N 244.35 244.20 243 85 • ri TOP OF PAVING (VARIES) PAVING 24"x24"x12" UZ 247.8b 247.88 STEP FIG'S �n �4 46.88 I -UNDER RET WALL •J \2 5.86 z 243.53 243.88 i 243.88 1 244.88 � � �/'� � _J r 33.16 __. 33.14 33.16 33,21 Lo j Lli "o- 1-.4 ' 135.00 TYPE 1 _ _ Lr) W • P-4 a L3 u z D1 (D2 D3 W RET . WALL " D " p DATE NOV 1996 SCALE V-10' DRAVN SG � 1NF 5 06 FILE Y306RETW SHEET OREGON - BU Ny/-UW) 1 11321 SW Naeve St. l �4,� 10, S5B 7of41 Y sEA OF 1 SHEE:TS -T lflllllllllllllllllll � lllll IF THIS DOCUMENT IS LESS i1111f111111111111IIIIIIIIIIIIIIIIlIlT11111111T1111i11111111111111111 � LEGIBLE THAN '1'H1S NOTATION, I 1 ( I J I - _ I O I1 I_ ---- --�L___-.-�_ -- L� - T T 1 DUE '10 T1{R QUALITY OF THF ORIGINAL DOCUMENT, -- ---- _-- - �- -- -- -- -- _. - - -� No.9e ®_s__ a E 6Z 9Z LZ 9Z Z ib��Z /,L I jilliEll OIZ 8�i 8Ti L4oll,, T1911111 191 I�i I Fi I Zi I tt I t I T8 I I 9 I f I6 I >G I tou u� IIIIIII IIIIIIIII IIII�IIII IIIIIIIiIi iiu iiia IIII IIII IIII IIII IIII IIII IIII IIII Iill IIII IIII IIII IIII Illi llil 1111 1111 IIII IIIIIIIIIIIIIIIIIII�IIII IIII IIII IIII IIII IIII�tJII • .. r u , i ..r ,., t t4 t . y N. i.. I X t 'S o f ...•-. + ..'+�eTn. .-. YT -.a: .. -.,. ..+..,.. y►dam �.. .. ., ,_ _ ._ e'�•+pp',Fq`!'. 'e'bn'_+'"!aya.>.y.a;r;..t s�}+•..5.t.•.+::,�_n.tt..�r.N:r•?+ *!�i•,w.'w1 S"tu,.ti`�.�.M�. ° k.... 1�X.-.77x4 y[7R'1•+��k ,_L....,ri:.fU..t+ l�.a..Ras i,+.�.-1..Y u c,+t� ,��``�.4 �9C.1.*r�'?!:4. -LY.h. x.�,, L.Y.yP..m..R".A.'.�,._{tl.t..srt.Y.lt:�'�'" �.'�''a^.r Sa" 't'!'Z3-.r.9..r �•,,.:r{i; r.i_'•+,1C.rD."1 K •�'_T.,.j'.-i,rf _.7.Yn. a'.'S_,,'i,.-+�.'�rf.1iT.STa.ir,^.: ..i+1IV�;.r-',,w{._SfN..!t}.�rt.t�,.r.t_r��•ar..pp7�r'�u�•;^",,',y'/3�f'.,rV y�y tK 4J••�':+i�<" Rw, #y r :a ''+ '•��;f. � .Y . y,.. t- REVISI13NS BY r i 25.20 E 25.80 264.90 264.90 264.90 264.90 26. 4.90 262.90 ' 263.00 __ -- - - --25,20-- -- _ -- 260.90 �- ------------------------------------------ -- -- -=--------- -------------- ---------- ------ --- ------- 257^90 � 257.90 ------------- ---- 257 58 - ----------------- -- -------------------------------------------------------------- - 258.25 r�'i 258.25 257.75 v 257,54 00� _ ______ - ------------------ _ _ ---� �� r` R(CONCRETE PATH uri 252.00 -------------------- Z5 ----------------- - _ Z -- - - 251 .50 251 .90 Y tom' 251 .90 - -- ----------"- - -_^ TOP OF PAVING (VARIES) 257.43 ►--� 257j \257.��§ ! 257.22 � 255.58 256.58 I ------ - -- --- --- - -- I CU U 253.58 254.58 12.00 11,31 24 00 12.72 �- r-� 252.58 I �.-- .r t�- ------- -- ' - - �. --- --+ 251 .18 251 .58 251 .58 I TYPE 4 TYPE_ 4 TYPE 4 TYPE 3 Zoj ---- 19.90 TYPE 3 Lig,84 TYPE 5 19.85 TYPE 6 19.85 TYPE 6 I 19.85 TYPE 6 j 19,85 TYPE 5 6.86 TYPE 4 (U 0,81 -_- .Jf- _ .---- --- --.__ ------_ - - - -1-. _ -_- .�.- - - 2 - - L 126.00 �. }- _ - _ --- ----_ O TYPE 1 -3 - - -- E I E2 (04 (D5 E06 In � 0 � � > 1,D < a x;,60 - W U • I ._21,60_ -.__.....__.. 0 Q 266.30 268.30 I 268.30 268.30 .J �1r6 i 21.60 i L _. - 30 _ 264. - ___ .. . . _ __ 262.3_0 `- 260.30 260.30 --- -- .__------- ----------------------- --- ---------------------- 1--� /r - 257.25 ----- ----------------- --------- -- - "--- '----• --------- 259.18 259.18 258.4_6 CONCRETE TH - 254.30 �- 25 • 254.30 TOP OF PAVING (VARIES) -i.00 256.93 258.00 25 254.00 254,00 25 256. 5.00 00 j 11.33 10.00 I I - - '1'- -- - 23.09 TYPE 3 �'2r00 TYPE 4 I 22.00 TYPE 5 21-99 TYPE_ 6 18,91 TYPE 6 - -- 21.33 108.00 - .� �-- 20.00 TYPE 6 J TYPE3 _ _ ___- --_ ___ --------- - - ---- ---- --------- - - -- - -- ---- E7 E8 E9 o z � L.LJ cl,:� FOP OF WALL ELEVTIONS IN THIS AREA ARE FOR REFERENCE ONLY AND MUST 268.30 BE SITE DETERMINED BY ESTABLISHING ROAD GRADE .AND rte, Q 266.50 ?.66.06 265.62 265.18 ADDING 6.5' TO TOP OF WALL w /--. 264.74 26430 263.86 263.42 CONTRACTOR TO INSURE - ----- �- ---- THAT TOP OF FOOTING ELEVATIONS Q ------------------------ --------- i WILL NOT INTERFER WITH ROAD FINISHING _ OPERATIONS --------- -- - ----_ OP A IONS 258.46 258.78 --- ~ _, ---- - ---- ---- ------------ --------- ~ -- - --- - ------------- ---------------- ----------- 252.15 ---- -- U7� . zX --- ------------- ._ ____ I 252.15 258.4 258.25 257.84 257.43 257.02 _a 1� ----------------------------------- G=7% -----i V256.LO 256_15 _ ------_-- [� C� - 255.15 17254.15 253.15 I 245.65 252.15 [� 251 .15 t 250.15 2 4915 . -------- 18,C0 TYPE 6 7,55 7,55_ 55 7.55 � .55 7.95 . 7•SS 248.15 -_ I 10 10 TYPE 4 - -- 10.11 10.121 10,12 r ,12 ,12 _�l5 10,12 10.12 10,12 �4 99 16.56 �- 13,?1 C TYPE 4 TYPE 4 TYPE 4 TYPE 4 246.15 ---"\245' 45.15 245.15 E10 E11 E12_ (E 13 E14E15E16 E17 TYPE E 18 ;. z M L3 L � r W s � o 4'-.00 Q i 252.15 252.05 252.05 I -- - - -- - - Lr) LD 249.80 -- ---- -- 45.00 ' 247.80 - W � > .4- 245.65 246.05 246.05 I W lf) .�- 247.80 z a v 243.80 = ►•-+ ,.. 243.80 Z U - _ 245,15 245.1 244.15 243.15 j _ 242.15 22.25 11,99 19.90 19.90 19,90 241 .15 I 18.31 TYPE 4 TYPE 3 90.00 E19 E20 DATE NOV 1996 SCALE 1a=10' RET . WALL " E. " �� ,N f f DRAWN SG - --- -- -- - i 2016 +' FILE Y306RETV SHEET S5CSEAQ'' 7F• 1 SHEETS ISU 1'y/-UUV n 11321 SW Naeve St. 8 of41 f _wr.-.+. NAMMP ... h;'.. ^~� ,.!l�'M' �p.. .,.w..sM•^ww...,......,....,w,nw,.w.RMr+rbi ��lP .. .'. 1MW1/fy IF THIS DOCUMENT IS LESS TTITI�ihllllll I�lllilll�lll I 111(111 ( IIII I1 1 � 1I1 �1IIjTTT11 ��Tir�t11�1I11� 11T�111f1�11t11 1I1I1�1I►�II1 1 ljlllj�lt�lll�l i�i�T�t11�111 1 1�•���1�111r�►0 I �III�II1�lli I�II1�1I1�II _ LFGIBLE THAN THIS NOTATION IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. E I II6II ZIIII�IItIa�IItiII I�IILI��IIII IIAII LIIII I G 1l �t � Til611111 I g11 ti, �� �� orz 1� III1IIIl118II1IIIIlll�ll11 1111�IIIIIyll�llll llll�llll ll1111111Ill :zzIll111111111I111ijIII1IIIX11I -e1111111eI111 III IIIIIIII� y r-. lopa a v v...a r.. v.- i .. .f_ ,. .r` r .. « Y.C.. C. �1f.. t'.7.'Ji' w e M { ..4. • 4". f '..� 1' _• • �"i .•.. .. r••. ..,�• ,.... N. L�h .( r . -+I� . n_ w7 .�.rr _. �,'1..: r .[ �R. r�� .. .. . ..,- ..' ... ._. ,.. , -,; . _ n . r. . .d. '.. , cif• .. r�l*` � '' ,Y ♦ s.fit. ' y Y. M •. f r r. r. r : i -i ,. . nr S�P� � ., yy _..! . r `�_, .. . w �- ... V••� .�••.. ..x . . rr. ... 1p _. • .. 'i.! ♦lM S(. 1 - . _.. � .,_.x F '�'� r .r .. � :....: : i .. .. -.a : .. - .. r . L•. } T71T Rt VISI[I 4 BY CONTRACTION JO M AT DRIVEWAY EDGE M EXPANSION JW IF MAECTED) e` �- - CONTRACTION JMNTX AT-----_ INSTALL EXPA14M JOINT AT APPROX. 15' INTERVALS �� BACK OF WALK ABNLNTTING ALL. ADJACENT STUL*TUKS AT TMILED 'MMP,' .HANTS AT -- ��-- ' BACK COUPLING APPROX. S' INTERVALS CONTRACTION JOINT I b' P2 --ED f U � X". --' I � •.�� EEI _- // i STANDARD I DRIVEWAY 3 PLASTIC COUPLING _� ' _ 1. JOE-p.__ SS RR p� r �+fll-' BMW(�/4 MAX. LSP) T4 7/ir NOTESY (`---1 F ADJUSTMENT OF WATER �' 1�1 "��'^..Vzk 1. MAXI" RAW SLOPF SOMALI BE 12 HMI2WTAL M VAULT TO PEIlfI> D -- -- - - - - - II _��- r-.'T' - ` i VERTICAL r--) - �. -_ , +I DEPRESSED CURB 2DR IPHEEI_t' 3R RAMP •r t RAIN TEXTURD4'i SF1All K DIIBNE ViTH AN EXPANDED METAL -- �4 • GRATE PLACED AND NDWVED I" VET CONCBtETE TO JOMTs (OPTIONAL.) BOTTOM DT RO L Y STA/IBARD GOB L GUTTER ' ' LFAVE A DIAItO1D PATTERN HE MAN" PATTEM _ HE LZM AXIS OF -- -- - - -- DDfECT10)N � THE TSLOP[. (imV[S >wMl1 BE 1/Y' DEEP ANO - _ _- ---- - -----�- - -------- ----------- � K IN THE BATTER 1 IN 6 SlKWALX JOINT MATCH C1B11 JOINT - , I , ' ' ' 1/4' VIOL ALL SLIFING 3URFACES SNAIL K COVERED CONTINUE PATTERN TI+AIBJGFI-'� VEEPI[LL { �''• DRIVEWAY APRON STD• DETAIL Nm 107 ,• t�TELY• =--=-� - STANDARD CURB_& GUTTER �- • TYPICAL PLAN VIEW !� �s I APPLIES TO BOTH CU RALINE 11. PROPERTY LINE SIDEWALKS 3'I.Dr PLASTIC DRAIN PIPE 4-� `�I��`p L��-1� � Tu�ppn�' Iru CURR _ � LLJ / /� I ` )@I.LLC_r]LLF_ -TT PMULH._salltia EXPj�iSIOJ OATS 1 13, Oc V/ - (/1 < W v i Al accVaI 6/ , W ��' NOTES' -.•� r �� > 1,10 Q. M 1/I'//T. SLOPE ! ` j _ _. _ �' .' I rw_� ,( O 1. ALL RADII SHALL HE 3i 4' EXCEPT AS ��, --" DEPRESSED CURB LLJ Ln FOR DRIVEWAY (3/4 MAX LIP) U OTHERWISE: NOTED, _ ___ - Q TRAFFIC AREAS _ �AVEMEMT �• s-4 2 1/2' CLASS 'C' \\\ 2. EXPANSION JOINTS SHALL BE PLACED AT ASPHALT OVER D�Y"EGAATE BASE I NOT�s t' - ALONG STATE HWY ROW ALL CONSTRUCTION JOINTS AS DIRECTED. � - DEPRESSED CURB FOR � \lp � \\1 U 9' CRUSHED ROCK ` TWIVALD#vB WHEN APPLICABLE) WHEELCHAIR RAMP DRIVEWAY SECTION 3. CONTRACTION JOINTS SHALL BE PLACED ' �' f ' (1/2' LIP) -- CONC• CURB �- • AND GUTTER COMPACTED TO 95% OD l TYPICAL CURB LINE CROSS SECTION AT APPROX. 15 INTERVALS AND SHALL •..�. ', Y.�••r� ' I � 1 L STANDARD SIDEWALK CROSS SLOPE SHALL BE 1/4' EXTEND to MIN. OF 50% THROUGH THE ' •. GUTTER CURB OR CURB AND GUTTER, -- �.. «+ P% Sl_UPE �� a CONCRETE DEPTH F171 STANDARD SIDEWALKS SHALL RET. WALL. wW BE NOMINAL 4• MINI 4r THE ULTIMATE COMPRESSIVE STRENGTH OF >._,•., 4 _--�z- t i DRIVEWAY SECTIONS SHALL BE NEBO". r NIM. ALL TYPICAL ST T JR �- �-Ilr '1+i fir-111- -r 1 r--tTr-STT-'1-f f-'T (I - _ --_ ,.;we7ABlcJww VWT 1^ , ' ' THE CONCRETE SHALL BE AS SPECIFIED. ... _ IJ"._�__�_�_ �-r�p / CONCRETE SHALL M PLACED OVER 2' MI1L CRUSHED �I I I III I I III III 111111� .,III, III 111 111 Y I i I -11I .(Ii II :1 fl__ AS SKCIFIED I i• �/ MIIMEGATE BASE. STABILIZED SUB-GRADE RET,WALL FOOTING � � � M/ 4' caN�T�c,LS 1���•y� INSTALLED ONE TAPPImIc�D 5. WEEP JOINTS. SHALL BE PLACED AT CONTRACTION ti OF YlE DEPTH 1F THE CONCRETE. 9X#W' JOINTS V4'/!T. SLOPE SHALL BE INSTALLED AT APPROX. INTERVALS OF - - PARK ING AREAS I `- - � s FEET, f T'"` -- 6. REFER TO STANDARD WHEELCHAIR RAMP DETAILS 2' CLASS 'C' \ S TIE AREA BEHIND THE SIDEWALK lI IS TO B[ BACK- FILLED WITH tOKACTED lACKFILL AS tN4DVN ON FOR INTERSECTION CURB RADII DETAILS• ASPHALT OVER r-' 4' f Tt4[ PU1N AND AS DDBECT[D THE BAOIOD_L SHALL L 6' CRUSHED RCICK ` - � APTLY TO BOTH SIDES DF THE SIDEWALK LINA �•A j MIL 2' OF 3/4'-0 PROII"TY LIE SIDEWALK. THE USE OF EXTRUDED BONDED CURBS SHALL COMPACTED TO 95% OD `I DRIVEWAY SECT AGATE WE ONLY BE BY SPECIFIC APPROVAL OF' THE ENGINEER. ('U b..l�1• � TYPICAL CROSS SECTION WITH NARROW PARK STRIP 8r EXTEND WEEPHOLES TO BACK OF WALK WHEN SIDEWALKS ARE CONSTRUCTED AND INSTALL COUPLINGS AT BACK OF WALK. R/W 9• FOR STATE HWY CURBING DETAILS REFER L VARIABLE SIDEWALK WIDTH 1 1'J � TO ODOT PUBLICATIONS OF STANDARD DETAILS `f � 4' MM AS SPECIFIED I STANDARD I i ,,.* STANDARD PAVING SECTION 1_ 1/4'/FT-SLOPE SIDEWALK DETAIL CURB CONSTRUCTION WHEELCHAIR RAMPS s -�-- Z � I MI/L 2' � 7/4'-0 DRIVEWAY SECT CRUSHED 4"EGATE BASE �) TYPICAL PROPERTY LINE CROSS SECTION l ._. (HORIZONTAL) `VEATICi►t.� BEARING AREA OF THRUST BLOCKS IN SQ. FT I VOLUME OF THRUST 8l. CK IN CU. YDS.� i `/_. II1tM10 •f[�[ go- aEND rtAmmc ►gi p c"m 49• � 21 in' n VM rf+rYNc BEND ANGLE ^I tt// 1 r'1 tRa Nrp11�N1 GUS rrf ►uxwo opt NONAN KMS KMo SIZE 450 221/2- 111/40 Me 11J F�A L - , O l.._.J _ MT 4 13 r.. - 1.0 1.0 6 V 5 u !a) • 2.4 S.1 _ 4.0 1.2 1.1 G 2.1 1.0 0.4 ..o Y.1 zo o0.4 p 'I f0 T.11 �. l0.1 11.1 410 J•1 1.9 10 G.0 2.3 � 1! 11.5 14.E 16.0 G. 4.4 2.2 It /.B 3.2 Lit t/ to.I Ih 1 10.4 M.4 to 3.9 14 UJB 4.3 N.0 to 11.4 4a/ 4• 143LLB a 14 146.It GG.G G4.o 34.1 11.7 A4 WEp ON 200 PSI WATER PRESSURE 11 Zp00 PSF SOLL VITTOW Stu Roo Giza tItKOMINt v� W CAMiCITY. AtIBi,ltB A+a fo' O \,1�1" 1 1 -1t1 KO 1i 2' CU STUB-OUT ' CONC. GROUND r APPROVED VAULT ,r' [+ ° of I ® DBL CK VALVE F�, I BACK FLOW `H PREVENTER - I KNOCK-OUTS T _ FOR FUTURE _ sr- 3w/I/N SERVICE EXPANSION r. Yi pq IRRIGATION �__-__ . I TEE CROSS WYE � w BY UTILITY - � �-�-- z � w SUPPLY FROM -- 3-4' SHC 40 PVC ITT ' 1 L3 M 5 -0 (� N••--- -- ----- - NEAREST AVAILABLE I I I C7 2' CU POWER PILE 1 1112-4' SHC 40 PVC � "�oE W 5' FROM �,i ( �• IiANDHOLE A c- � o r---- 2 PVC SHC 40 TO BLDG SUPPI-Y BLDG L � " EX TEfI f OR JUNCTION BOX � - METER ` - -_ ��"� --- . W -.-- 'W ly I 'i �' PERMI ,TED P/1 I NT TO A � M W _ - �! __ r r MA TCII AVO I T I ONAL CONDUIT Z 1 _ NOT TEAS 1NATINQ IN VO Q 2 VALVE I FROM .2' Cl1 TOBTOFFLDGI III --_ 1 " NOT PERA'1 TTEd. vj Ln TAP , I f j 1 d r N 0 I'� Ls SEE TASL 3 - - - z �.., IN 2 GATE VALVE BLDG li i MAIN 1 w _ -:► �� I (f ill 1111 �' M --j � CSTREET I 8' GATE VALVE 2' CU LINE it DISTRIBUTION ^' : Q r-+ -- - �� - _-� W W .W ' PANEL TEE CROSS VERTICAL DENO � W ` It �' W W m ' /QC I I WGALUO RFT MIMIo OLAND 7 (< z " 8' DI FROM MAIN 8' DI TO HYDRANT I in - -_-- W (RELOCATE CT L METER WITH L- - -� WITH POLYETHYLENE WRAP. 1,1E ;,E ELEC. CONOUI T '-' --- - ---- - ---- - --� •3 r I r_s Z U FUSSTANDARD CITY OF TIGARD FUTURE EXPASION) I s .. . , zBLDG DETAILS 00 SPECIFICATIONS F04 8' GATE VALVE WALL r ANY D1UAILS NOT INCLUDED IN THIS =f'►=�' REBAR( 4 EA) it • ' A „ 1 1B111,, % 'II ' PLAN SET r CURB LINE I Incl 1211 E, 1., s .'' ST►IAODLE BLOCK BEND -- - - -- - U_ - w4.• kip( .. .s� IN tit 1 I Nav 1996 114[ HYDRANT ' w +1 N r,N �Y DATE "r, LAMP DETAIL I�,�.cAl� �a� I In{ 3;lq% SCALE -J STANDARD 13LOCKING DETAILS ----- N/A WATER SUPPLY WATER SlJPPLY DRAWN E T A I L �"1 2 6 DRAWN FILE YW6SDET DETAIL D % S'�EET . oltE1;aN �cz� Io, 5S6 ' 13F - SHEETS BU l'y;-UUtS- 1 1321 SW Naeve St. f 9 of 41 .. +WY.+.1►riRr.. r ,.. . A.....•N-TMMYr:.!Y{N.4•"r'yF•MI'r'N..+1Fw••.n+`!.rvr. .-.MPMMIN�dl�wfr.�le/.•.aw,..n.•u.,.•M...M.14n,atM...Fe,INYR.•tlp.�'.NY:.•�NL,-iYY+•:'.: .•.MW " rM..Y`..♦ , ... ..... .... .. ....v...•.. ssr,,Mb, w.•..-x., .w....,w _. ..� ,. ,li n.M• Jw,M .. _ ..r ••w, rrw,wwlWeWr•MIYrM�MWfibYlY.w. ....•_.,.,... f. ., . . •MMsns+rw>r..r.. ..«..oww�.w+wVA+.rN�eti.••�rrr r•,_.... _ ... ..._. _....A-,•-.•rw..wn.w,,..•.w.....«,.. .....««....d•ra'M1M.ww4w<w. N•+u«,�N•rew .. - _,._ ... .. ._- _ ... .yp...-,.oa,wr.,r.q,..r......................._.. ... ..,.....w.•«r. •+wr•.�..�.._� .a. .••,r.w.+c+ _ 1 1 1 1 � �1T ijl T�1 IF THIS DOCUMENT IS LT'S Ell fl, III I I III III III I I III III III II I I I III 1jT T 1111 111 III I I lIl 111 III I I III III III I I III III i I l 1 111E 111 111�Tj�T T 1 Y1 1 � LEGIBLE THAN THIS NOTATION, I � I�� � -�� _�_ i�____ _� f IT IS DUI; TO THE QUALI'T'Y OF No.se THF. ORIGINAL DOCUMENT. 87 8z Gti 9z til ,b1L sGIIIIIII11III111111111�111111111�111111111�111111111�1111 II IIIIIiITlll�llll�llll�llll I111� i �IIIII,IIII��I111111111IIIIIIIIIIIII��III1 � III a { � t • REVI3ILM BY _ - -- ---- NOTES, 2 1/2' 5_' 2_ 1/P° NOTES, 14' ..{.. 1) STANDARD PRECAST MANHE)LE SECTI!INS 'J)MANHOLES VITHIN STREETS SHALL BE ADJUSTED TO _ `�` I - USE 4(r MINIMUM FDR PIPE SIZES TO 30' MA,'IMUM OF VALLEY IRON G STEEL CU. - FINAL PAVING GRADE BEFORE WEARING COURSE IS 1) PATTERNS ARE THOSE INSTALLED. GUNCRETE COLLAR SHALL BE INSTALLED /@'x 11 SQLIARC 1 APPROVED EQUALS FROM OTHER MFG.'S VILL BE ACCEPTED, 2) USE ECCENTRIC PRECAST CONE FOR ALL MANHUL.ES ON EVERY MANHOLE PER STANDARD DETAIL 203. !�,•'. D F T RS 2) TAMPER PROOF COVERS ARE: REQUIRED UN BOTH SANITARY OVER FOUR FEET DEEP. yN -- - SEVER AND STORM DRAI.a MANHOLES WHEN THEY ARE j + TRANSVERSS� LOCATED OUT OF THE STREET OR PARK STRIP AREAS - 6)ALL PIPES CONNECTED TO THE MANN{flLE - 3)ALL MANHOLE RINGS L COVERS SHALL BE MFG. SHALL HAVE JOINTS WITHIN 1 1/2 PIPE I' _ BARS (TYPO` �[ UNLESS OTHERWISE SPECIFIEi OR DIRECTED BY THE ENGINEER, BY INLAND FOUNDRY - DIAMETERS OF T1 MANHOLE STRUCTURE. --�- _ _iL---- -� PATTERN NO. 103 (STANDARD FRAME) i 3/6'x 1 3/@' TIFFENERS 7) CONE OR TOP MUST BE ROTATED SO AS TO NOT 90'L BAR _-� (TYPICAL) 4`:NSTALO_ 'LANE INTERNATIONAL CORP. P-14@50' STEPS PLACE THE LID IN THE WHEEL PATH IN PAVED AREAS --1I 12' CX. IN ALL MANHOLES OVER FOUR (4) AS DIRECTED BY THE ENGINEER. 1L FEET DEEP - IN COMPLIANCE WITH O.S•H.D. U B B CFR 29-1910.27. _� H � - _�.,' iti_ __�4_�/4•-- .•lig k! ---- _ IT V D - � I L _ CD � �' 1 3/4' t P' > , -- -- ELECTRICAL 1 END OF LINE INSTALLATION C BOTH SIDE �- DISCONNECT BT' VELD1!�_- ON P.T. POST 12".17' PLASTIC. C /� 2 112' ASPHALT HCVD 20' SUBURBAN STANDARD MANH',.'11 E FRAME- CRUSHED ROCK FILL L1J POOH rOINLET TI)I' GALVANIZCO STEEL AND COVE k 1 ev CAST IIION GRATE' N�I.TDUINNI »:» — PATTERN 107 304'-0 DDMPACTED \� -- (APPROX. WT. - 303 LBS.) -- FINISH GRADE' Ll/BE GASKET • • -- - --- - ..- --- ,� +_. _--- -- c - AND-PIPE-SET 3/ ''� T Ae • - rr• �♦ _ Ln - - TOP GR E W RISER RINGS GROUTED 48 PRECAST CONCRETE (-� AND OMIENT '"" GRATE TO - IN PLACE PIPE - CAP AT OPEN ENDS O d fl"OR 8"PIPE .. MATCH SURFACE � 1• 1 itiscnOCLONO•urr IMPROVEMENTS `� ' '. - -- ° o �O �,ti STANDARD PRECAST WITH REIN ORCED FLAT COVER J _ _. - � GnnUE -4 �\ tr� 1 -. y V' 1 I CONCRETE CON£ �` I 9 1/4' - ° ° ° ° t ,..� _ _-� ! CA,Gk+ U PREMULDED JOINT FILLER g .13 3'� BAS µ PLAN ~ ° ° - OVERSIZE — --�' �. I I I 8 1 \ SECTION B-11 1 7/16 I`_ a HOLE BY �ua I F� NOTES, TAMPERPROOF 12' AND I �W 00' CLBOW LOCATING STUD FILL WITH 1 I4 1) COJCRE'E SHALL ATTAIN A 29 DAY MINIMUM -- -� 1 REQUIRED PER COVER ' 6 4 �� PREMOE_DED \ ROCK - COMPACT I �n STOnM DnAIN LINE � � �) .JOINT FILLER ULTIMATE COMPRESSIVE STRENGTH OF 3000 P.S.I. TO 95% DD 2) GRATE SHALL BE A36 STEEL, GAL.VENIZED AND �+ - - / r FABRICATED AS SHOWN (MODULAR CAST IRON >'4 3/4' - 6 GRATE 10'x 1Wx V AS MANUFACTURED BY �• ` 1 VALLY IRON 6 STEEL, OR APPROVED EQUAL MAY --------+�+ -- -S�F+�' � .. .. '` : .;�. .•I: �. ;'I ••• ::; BE SUBSTITUTED) F---_-?�-----i-- - VjCAP SCFcEW DETAIL FLEX �La►T _ JJ GROUT WITCH VARIES (S PLANS 4 IPE 3) PLACE DRAIN PIPES AS REQUIRED TO DISCHARGE CONNECTOR CHECK - --__-DRAINAGE TO STREET DR DRAINAGE SYSTEM ! 0 3 REQUIRED - 1/2' X 1 1/4 GROUT TOCONNECT PENTAGONAL OR HEXAGONAL •vALVE --4 ,FIC 40PIP CHAMBERS � � HEAD - BRONZE OR CAD, PLATED PIP-- DRAIN TO :; :i '• ` — I MANHOLE �+----- 2 - z I'PI CD ! 1-_ F AVAILABLE N RAMS Q MANHOLE BASE . . . . . P 7 U • � � PATTERNS UOS OR 10 r_ _ 3 : •, FOUNDATION STABILIZATION to (n(/I i :"+►` AS REQUIRED a � -CRUSHED T LLJ C SHED AGGJ2EGA E BASE TAMPERPROOF >� WATERTIGHT cu a 1- FOUNDATION STABILIZATION -,, STORM DETENTION AND z SECTION A-A RIBBON N LIRAIN PATTERNS 1C1T 6. lO1W AS REQUIRED Z IBB❑ (APPROX. WT. 367 LBS.) MANHOLE MANHOLE DETAIL DETAIL FRAMES & COVERS PUMP SPECIFICATION W/DISCHARGE PUMPS L7 r►.,,, (2) HYDROMATIC ' SP-50 LLJ W/ FLOAT SWITCHES M� 1 11 1 1 H A i 11 I I I I N I M 11 , 1, 11 M III I M I:'�I, j.)A:"L A lU LD NOTES, fH al I /---Z7°x 127`x 1/4' 1) PRECAST CURB INLET SHALL. BE U[J lJ 1.1 1 1 lJ�J I L I GAL V. DIAMOND PLATE T Y N ' • MANUFACTURED B ALTS CONCTRETE, s COVER WITH SPRINGFIELD, OREGON, OR AN APPROVED �D "'� ,t ` ,` - o•0.0• LOCO( ASSEMBLY EQUAL - THE DETAILS ON THIS SHEET eooeoes rr b } FACE OF~ , I � '00000°o'o - BACK OF CURB MODEPERTL 4A OISMSPECI IEDODEL 2 ?THE A. SIZE N C ' Lr 1 CURB o��o$000�000 % A ,.�L'E�lJulIJ�1li:t o' - -�- a�oeoovydo''do __ -� ADJUSTED AS REQUIRED. OF THE CATCH BASIN SHALL BE Jq I- Q4 2) ALL FABRICATED METAL PARTS SHALL •Mt WfLf#V Sr#&( COF15T0hX'r M, BE H-IT-DIPPED GALVANIZED AFTER •�(M/A.,R �rRlC M•NINUM '1'111�It11E fti. I•', r 1 ! ' , � 1- ' — FI/B'AICATIOK •It•Tl�rc If k" I°sl aREy howl HtArY J ._ ,. ti --- ---I � ly I I n OPENING 2'-6 3) rAVRETE SNAIL ATTAIN A MINIMUM I ! I REMOVE CAP CHAINS L OF GUTTE (4'-0' MODEL 4A> l JMN�'S TION ;,fMPItESSIVE STRENGTH OF 3000 P.S.I. WTV CAsr IRON 4AATI. trpllsIt.) JOINi's IN PS DAYS. t . r 'Ct7ATN!D 11111[1E A►IN) OUT WIT{l _I ��Ll L'� 1 -�� A fM1AC1 tMti PAINT, f ........ .._� L...........,.-,_-._--__. CAST MON LW•T ._. _ �[ -COWER WITH -- -""�� THE MONO.~MINTER ON 101t csT ;-0' MODEL - -iTAN QdRLl_LA fI,fK4N.4R(ITC_ 12'-la' FINISHED ED GRADE PLAN VIEW t71' M r, ON lR'T4M O/' V�MIl Alt&A I" Mti 4RrAt'FR,OIl EnrMl to AKEA NORMAL GUTTER - .r,....•.,..,,•. {N exfil ir► PtPt. IH : '� `�•%, �, ,r FLOW LING - TOP-FACE i I ?- sTAWAklt ufPT►13 1 $O"r ob',vs',MO• r'� _ 4 MIN. CURB OF CURB TOP-FACE OF CURB- �_ '-. t' --�----- r - -- - - 2pq '-a' �,r INLET OPINING -TOP--LIP OF GUTTER I -.«...- AWLiS'rAout C1 %ftvE @00( j�`! ------ - - e �i\� 1�4..1ii----- MAIJt►1 Atrl„� UWS ►dnr ItftU1�1MENp i +, �,c, _ PAVING � � • I.001IMn6 CATcM Wiflluvr + s d r _ z CLASS r 9ACKFILL (v) N�RW'C11 •.Wrl'drlt NN Ill ORATE IMM@. �� MJ RETAINER GLPrND j�, DEPTH OF BURY :*;:rI o I VALVE BOX CENTERED ON AS REQUIRED , AX46 OR OPERATIfte NUT •\�- -- - --� p r 1 I`, BOTTOM-LIP CRUSHED - i�Bl1 V ,rti R -•.� -• �� _ OF GUTTER ACG, BASE Q� O 1 �r BOTTOM-BACK 4' I.D,x V-0' PVCL , , �+ OF CURB VEEP HOLE. AS 6 3034 DRAIN A .-•1 �OMMANITOR EXTE11#lON` , ,� t'•{, ' ` !;~t�'� CONCRETE THRUST IILMK REQUIRED. I PIPE FROM Z I (Dear Rll�a IF YT' F Mt1T rIl '�� \\, :+:�':• ': 12' CONC RETE14TION Q �' ) THAN r FROM f'WIfHRA /``c - COLLECTOR t/1 (4 Ln NJ x LG HYDRANT TEE ` ,`• \ DRAIN PIPE I_3 � AND FLG X MJ GATE VALVE .\�' �� / � ��� � I -.. � SLOPE 1/8'/FT � ! � sox . �� ``��� ��' UNDER SIDEWALK Z �.♦....1 xToo fi r' CaICRETE THRUST BLOCK �•\-PLAN-M19 W_VA1AW%_5P � \ ON UNDIzv- SOLID ISTURBED EARTH ---- - -� � (Y � � d r^t ::� w v '�-..•"""dQAr� L•AAN@,• 1 •-+----•--- `WHEN POPE IS LESS THAN 19' IN LENGTH FRONT VIEW 1 � e]Lj � __ - W)IfAMIIAL. N13GL JOINTS ALCOVED AND USE RETAILER �-';'�`'S SIDE VIEW � (.� r _ WHEN PIPE IS GREATER THAN la' M LENGTH OIJTItT t'NIIAR FOR Nn•111� RETAINER GLANDS MIT REQUIRED, z - + "" CatNIlt.ItsR. .� VOTE, i �\ EXTENSIONS REQUIRED FOR HYDRANTS SET TOO LOW SHALL BE SUPPLIED BY THE PARTY FURNISHING THE HYNtANT (OWNER OR CONTRACTOR), ALL SUCH EXTENSIONS SHALL BE INSTALLED TO THE MMIUFAGTURERS `• sm "it Iwo omt � CONTRA SPECITORS FICATIM THE CONTRACTOR AT THE 41 DATE N Nw 19% �� y �e 61301915 SCALE ---.�. 1 .11 roc s�iTio PERSPECTIVE VIEW SHOWING CURB INCE'' TIiE FIRE HYDRANT . SETTING DEPRESSED GUTTER AT ;;URB INLET tA1Nr S CQI INCIts. _� ` , ;� & CATCH BASIN INC Itc>'Rr1,tNn1 t�Al ►� ',1 �lid.11tthl.,�-.Il.. atA1101ARb CA1EN '1 �, • . FILE Y�LSDET iiullMfTTAh " !w��y ' OMWN SHEET S6 x SEsH1l�ETs I!1(J119/-UIIMJ ' 11321 SW Neve St. 10of41 _.........._.. .. •r...»:•r+a+n��.+wM•arTrw.:-r.,w��1'gibp��IW1Mi1e ,w «*'�:,ra1N•werwa..�lMyrw .IMNt'.,n1.wMtrIlls•,',,Yi9lR>F�./'"�•IBIprOvslula�M�F t.a�tlCY�•IlflM val,+��..•. .,,;+Y+•.nr+wf,ar. parr e.lY�w r.+w'Mrra...,..�a.+..,a.«....•.»..,,r,-- . . .»....i..01a..«......•�-t•�• .5G7•^S"'�3tdf�-'-......._.._....._... ..«..... ..r+.....•s...,.r�W•r ._, .-. .._..... .. .... _._. _.............._...__ .. ._........i..w•- r I f l I I 111 1 1 1 1 1 1 1 1 1 1 1 1 "I I •I I I I I I T 1 1 1 1 1 1 1 1 1 I I I l l l l l l i l l l l l l l l l l l .,e..-•-�---.--,�,.._..._. ._.�--'-_ _:..___.._..- �� .• _ . IIIIIIlil111T1llllllllillillllliilll IFTHIS DOCUMENT e1.• LFSSI � II11 �j I � II1 � 1 l � lll � I � l � l � l I � III � I � III � IQ LFG I BLF THAN '1'111. NOTATION, J 4 � 6 / 8 __-- � �U 11, 12 IT IS DUF TO THE QUALITY OFN0.30 THF ORT G l Nr'.L DOCUMENT. £ t3 Z 8 Z L11 ti 9 Z 41Z ib1L S�6 >�r t�Z� 0 Z I 61i lJli G t 1 9 T 19lT 16Tt I S T L T i I i i I T I I �8 I L I �9 U T11111111 SIIIIIIIII,IIIII IIII�IIIIIIIIIIIIIL �liiii Illi ilii ilii ilii ilii ii►i illi ILII ILII ILII �lil ilii ilii iii; ilii ilii lIII. !III nll Lill 111111u1 ILII ����I�lll F.ASIONS BY wcwn.wrw012.11a. -- _ - _ WCAM w+64 11A,at , i'. , 5/1/97 r 7...._ - r Cart M �ti Al M. A•CMw w w 0 121n at L 2 t/7" S 7N" *4r 741 VOL 94' r4r r.,r r-m' r4r w4r r•a 1r�t ��`o L �j,N♦v"r�' -- LC) N 'r T� O or.IplM..bd (� j\ '(4- -- S tu'h 2 J64 C"T t*"j c- .11 hart.r.r11. 1- - r 11• (?) N N16 It,14.td04" t6C is.tt"aG I�r' -'Lvo4. - - .. ra ��1$.2t"oL -� = O 1'd �.�• f _ it IBJ-c'"'t Q LJ Ln Inc. __J Q o.wl»I..L�1 - oMlrrlM M►1.a mm�a lI8I BW Fourth 4N c� lJ`.1 � cn .11 twrb.rnhH. ..h" nIm I Mlhoft mW. °i1""' Corvallis, OR 97333 - Xx IN�sPK9J0"���� p - II CSD Q r� r nrll. (lf41) 7 3-1330 \ OOWQrai(k!)ACArlu.• W `_ Y 021-W fir T-r p 7.10" 2'-r 4'�„ / L0 741"_ 10�41 - 2 0• 2•-1 r 1'-si" 2'-11 •q/> O 00 t— d'-," S'-t1• - __ •1'd —1111114 9L-ft- rpA •, Cao r` _..- . .. - ..._ ... v`IO1t0011 ' •;A'. ` � J A N1rZ,(j K�+l'�eJ G C.� f• ' ncA P+U,lrv�+.Cs� mAwmc- N s��0� Vca _ . 0.s I.,r'G ('�•� W ,1 'r;• �+ NG. GOvm R. 1 •. b p V •► rj • �WO 4GIS' • �+�� Q CEnT>i�Tl t� � '�1 0%AM Cori pAsjgn Q TLS •���• ` F 11.1. - _ wqw N1u 1" ► GOVl�'I 0 A0.► s�•t- � ��� 4o o,C, dip y• ,•.�,t , t•,. • is + •1 5 C � '� Q _ ! SPCC I IrIC '� GDI�• GOYeI( WALL- dCMIL wi UT IL ;'r WORK ANO wi o r w PLIASIN.1; uF DEVELOPMENT .J ti – 0 1K I JK N V ie w ; .� ; ., or -CATCH BASIN .REA DRAIN NTS N 1$ ry Q yV1j � JO. Q� G V r r I ► i,L6 L& •�� �' w A �• i LLl O cr- V - 'S ' „••_-�._„- t l) RAOIUS 6 .25' MIN, t + �. t �' ' Q U" I ` � Q CLEAN PIT RUN OR 2`-NINUS GRAVCL `*q.4 of <,GPty� Z , :] s `� 1 --� r- 1 I U W 1�1 ~ SUBCAADE RE1woot ew � ♦ I W l--+ Uj GEOTEXT ILE. AS REoUIRED �a� W PLAN > � J Ml N. z a d - > (1 DEPTH 11 z U I 1 LL! 1►1 _ 'mayin � 3 �• �� 920' LAIN, FOR SINGLE FAMILY AM DUPLEX P4511WNTIA. i In 1 W V) h tJ J 1 IQ V) FLOW r t w ►- •' V- a � HATE NOV 1936 SECTION A--A 9 N s y SCALE N/A D I 1 CH I NI*ET NG Nc. UFu1"SL IA 1 y r M "� I/ 21� f� r I E Y306SID& TECHNICAL GUIDANCE HA OOR T or er, �sd s 'rt �y���M SHEET Gravel Construction I,,4 z �l 1 CAL GUI ©ANCt HoA000OM( TECHNI CAL GUIDANCE HANDBOOK Entrance � ✓ <�E , - elirtl t I 01'4W4 rt y-•7C' :- t IRt'!C� , p 10, 5 lil �� DA>►�•r+i apowI $" t „1A tiH SEA©E'�` S6 C of 11321 SW Naeve 5t. 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SYMBOL AND TEXT n !N rEN I OQ_._. � (a) PLAN OF DETF_CTABL! !� RAMP -' NCP• 31 am FOSI �-' �: t L WARNING SURFACE O io -3/4' Z' _FACE OF NAIX it ^' V Q) IN LJ LJ >' 0 � �__r .—�- --- -- ----1 NA T 1 OPAL APDL IED STRIPS _ ST ANOHANDCAP 1 SYMeaL PAINTED ON W U) I PAVEMENT. ---� (� .Q (D _ ( INTERNATIONAL BLUE I ~ I REFI_EC r I VE. ) APPL I ED MAT I ( I I 1• PAINTED W Y 0 • ( I STRIPING -'"'-12' LETTERS N l�J U U• C. PAINTED ON PAVEMENT. Q 2' GALV. STEEL UNI STRUT AT 45' IN ( INrERNAT/OIvAL aLUE -t/4' -3/4' ---3/1' -?' EMBED MIN 27' IN CONC FTO. FONT OF REFLt_C. IVE. 1 I I o INT. Bl_UE REFLECTIVE) GROOVES IN SURFACE — � r ( b) SECTIONS OF DETECTABLE WARNING SURFACES td' , 1 ti ' STRIPS ANO GROOVES USM AS vErEcrAeLE MAANI NBs ON IIALKI NQ SURFACES SCALE._ , HC PARKING SIGN scA�E: , HAND I CAP PAAK/NG STALL scuE: 1�4 i o DETAIL+ HC5 s o DETA I L+ HC34 114•• 1•_0• IDETA I L+ FIC! z I C) �a LJ a Gy �l w l I � � I — RAMS LANDING i z W o Z ~ � CJ \ Q V) r t� A�►r'�I Z LI.h�i n a �S L v TACTILE z O DETECTABLE 0 U WARNING 9.00 CONCRETE w !�\; --TYP. AT TACTILE . HAZARDOUS DETECTA3LE C`,ROSSINGS WARNING 1 �r r n F NOV 1990 _ 'At N/A I _ - .� DFANN SG - - 2 6 Y306SDET SHIFT OREGON • �OvG(r 10.aloe S6D - - — -�- �N SE or -- SHEETS 11321 S W Naeve St. ' 12 of 41 .+r.,,.,.......- _....,,...« awn.,.w.. ...«, r�•:. awWwe.«iawrr.+.=arwaiMe+•+�Mp*rw�Yera �*��e+tptw s . 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THIS NOTATION, IT IS DUE, TO THE QUALITY O F DUE ( T No.JD ..rr v... �� l�/ • 1 I I THE ORIGINAL DOCUMENT. - -� - - — --- -- - -- - --- - --- -- -- - — ----tell I6T 9T 9T fii fiT �8�J � TTIIIIIIillllll(Illfl fllllllll Illlfllll �,I(IIII (IIIIIIII (IIIIIIII (IIIIIIII IIIIIIII IIIIIIII!,IIIIIIIIIIIIIIIII�IIIIIIII) IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII fill IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII IIII 1111 nil 1111 IIII IIII 1�1II11�1 IIII IIII REVISIONS BY 6Al V.UTAML*C +'LAI( (UVEA WITH Id I11F►ll LI«.Ic AsbE►1(3Lv 111. IIx,Apt/F•*OW A14 k,,,( 3. PVC HUB (A S I M 30 3 4 li 35► �l-- ' nAt*i()I E l II► fill 11 y, >C. M Itu*rl•1 awp A Io-"AwILcDR1VE IN10 CENTER OF RUBBERn rr rr n u. b " I PAv(noS I r•1, , CMk�0l Opc IM Oda CLASS © CLASS A 14.�_ 51_L[V'E NFIER SLEEVE IS PLACLD A , --- FI� d l G( l 1k1711- U I FACE OF CU Ef IN HOLE. FACE or Li 1 , -'11), ,11 ' U'L„IK , ._ \� _�BAC II QF CLW f3 f rl E OR 1'VL P 1l't WEEP' T ► HULE S AS RLUU I llLI., A/Iw1/ � _• �_„- nUur,U kALt55 NAlivt nAllNlAl Otitfi IRINLH lU AIIUUAS S1'kt II Ila FUR ;,F:11lEnEN1 •• - -- 111_. t►,lr(T "i�« E( - Eur A i i+2. STAINLESS STEEL BALD (9/ lb" SERIES 3001 I91141►a.1'I A*Alw(lw Add _ _. _. _-- !)CCURES UPPER I IALF OF 1tUE3©EIl SLEEVE l U 1111: I AI I u+ + . 1.11141llAl l lu14 (�(iUI .• PVC HUB. _Nlr Beall A,N /J y �\>jAj J' 0 /,' W<L1kN1►EI1 V JEAPA161(iN 1uINF CN r' /� �.. F ILI LR I I rr•. , SEC I _NUOI lIM1 I AI ► UI 1,1,1111: fON A A Q PLAN VIEW I . COr1PLETE RU88ER SLEEvE (ASTH C-��3►tit.11 1UN@l �- `- uI1:11 AW 114111 11 ITPE Din $At DIM '11, L1 }- C " o }'•I/1'' 1r MQrww• F.W" f ARi11 , ((1►,I Af.lE0 IIAI IV[ SEGMENT 1«IllnM I,►II IU1 <•►IIN. I IWIU I1•I I I 1M'I NIfW• EAN110 - � ( ' I IJl 1 UUCS A NUI.I)F[) 5 I�TiCNT I IIA I IIIII.f1S I 1 uW I II« I/1I� p ALE 1M cup+u CG-30 _ 2• -6" 3' -6" lvwlwAl � .�. 1,�' L� 1 p. .d I nit I' ���� I I 1 11 1'1 A f;E� . IUP-F AL E Cli l,U l i t R � '-• ` CG-48 4' -0' 0 -00 Q Alpdrima / ,• •, j\ 4 \��\ ! ___ __� 6(li 111x1 FACE OI VUI It L O W I n I U1 Lukl, -J Q LiJ\' \ / ► "• It 1�, oil- \\\ r 114 in y In ?•A(r1 /// I 1 • ' li? t'I►'E 11.U. //// < 1� I 1 \ Q . ► ll,w) 6' / Q' pp 0 All At / /\\\ ` ` - ��8•f� �°° CONCRE IE PIPE /f 7'1. (1i .�•,," u . , b'f�y'(,�y V e �, h• �- _•„.. p 1 -� / "-` ,), 1 ` �. t� otU1,I1.� i'• ',cU' `!° v �.A�p v U u p C ° 1,i 1' �1/ p p u � � >b;� :, FRONT VIEu PERSPECTIVE VIEW SHOVING j ��Allw E. " �F �. �, DEPRESSED GUTTER AT CURB INLET 14111E 1 ,�'., /�� p► � . • � � A 11 All. FAHIIII'AIED tit IAT PARIS SNAIL 6E +TUI.01P'EI1 1,ALitAt+1 ,1 ,) At 1tr 1 A„IlII A11(n+ ( '1 1'11141 (1f II `•IIA11 AI IAM A HIN. I I11N'lll "•IVI I'IIl1 III, 111 u11 1. 1 1111 11 I,A1'. I , t:l r'I1'I U I). 1'l1IS �" till,, IOW I'II'f !,n��LEN I,.n1/ Id" NO TES: STT t•'? PIPJ U.U. PMS (," ►tlrl. +'UR PIPE 1(1' ANU IARGEA IJ(It �. : A1.1 1NSCI2IA- TOE" IICJI_CS SIIAI..L IJL MA[.111NL UIIJI.I-LL). 11 t'I�L1_A�,I �-I�+cU INLI. I J� I'A1J1:11►�U AF Ilk uAll 'S Lu►,IL.1<LIC t.11, llu,l IELI1, UI<. C(Y►1 ItL 1f r11RL1 TNI C I PAT . INH. CUOgySj USE ONL Y ON CONI:RE I E OR DUC 1 1 L E IRON PIPE . L 1 I1)'.)I Al I .'I "I U111 rl I I I�,I AIA I FROM I Lll' Of I III 11, If (TUI 1111 111 1'1 1'I I. Mcfior 8dla, Ground Rod, And A Bdt Postern tetmplate Will Be Fwnlshed 8y dd. Z, Poolings Should Be Locoted IMIh The Vertkd Center Approxi 2�• From the Back 01 Curb. 3. Mnkmm Allowoble 20-Dor CorWass[ve•Strenylh For Comets Shag Be 50(70 PSI. I 1.141. A I l I. I IIAII tilt 4, Cmdult Shop be 1 PVC Except All 36 Rodlus Places In And Out 01 Pole Bois Shall Be Rigid Yetd. ' • • unified C Uk� INLET unified TRENCH BACKFILL SeWea e INSERTA - TEE sewerage CATCH BASIN ( CG - 30 LIGHT POLE BAS . g ( CG 30 a sewerage O N DETAILS agency agency agency 11 --1 /2 BOLT CIRCLL DRAWING NO. 310-ST DRAWING NO. 180-ST CG - 48 ) Z DRAWING NO. 0200-CIIS 1111 fol-Al 1: .1••,t 1•'AVIIo•, 1,1~1,1111 I l 111 I Lc 0••ll,s••I SD •u•:1• Ll,l!Lf.+ 3 �f..K .. fol compost*" M OU,lllfi "3101 0 ant, •/w *GIA" UO[ ItrPMOM Scan pr A1*IOI • 503 ,� LLLJ (D ~' w , < O 1' R.aV. FOO CURB INFORMATION ROAD SEE CURB DETAIL Z•_-w ' CURD JO(N[ 5' MIN. ---a: SFE NOTE 5 Row DRAINAGE BLOCKOUT I FACE OF CUR 3• I.D. PLASTIC `y SECTION A-A -- 7 ,. ROAD •� - STREET WM TrH . Q -°• ,•, ..• ••-• ... •,• PIPE W/COUPLING 1 BATTER I•� Q ROA* 1• 1• R _ 0` e - ROA � 2. Of 3/4"-0• BASEROCK COMPACIEU SUBGRADE •• •� t 12• 6• 1/2. . � U SECTION H-H _._.� • • � SIDEWALK ADJACENT TO CURB BASE COURSE • • ••••• • m 24- 4 5' MIN. ROW 1 Z e • 4 `/ EXPOSURE ND CRETE APRON • �,,,__�,- _ I. FOR USE ALONG 1AEDkANS. GUTTERS MAY BE REDUCED NA01 PRIOR L V d SgTT UU ����qq SSEECC TORCBWF NITN10N PRIVATE w ROAD ._ • ,t r APPROVAL FROM r11E utr LNGwEER. p -C 143 .. (v COMMERCIAL DRIVEWAY ROAD ,;,;;'.r • � 2 CONCRETE TO HAVE A BREMING STRENGTH OF 3000 P.S.I. AF1ER 20 DAYS. r- 4 I ROAD � SEE NOTES Z I A . A 2. OF 3/4'-0• BASEROGK 3. cXPANSICN JOINTS: z O tC v IZ COMPACTED weGRADE Z r- �� • • A 1O AT EACH POINT OF TANGENCY OF THE CURB. SIDEWALK AWAY FROM CURB 2� AT CACH COIR JOINT. _ to -J Ix In Q ' 3) AT E BCH SIDE OF INLET STRUCTURES. NOTES: 4) AT EACH ENO OF DRIVEWAYS Li CC U • 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 6 SACK MIX, SLUMP RANGE 5) AT 1.Q=ATIONS N,r;ESSAftY 10 UW1' SPAGNG TO 45 fT;ET. 0 OF 1-1/2• TO 30. B. MATERIAL TO BE PK-MOLDO, ASPHALT MAPREGMAtW, NON f.X1RUGWG. 0 U WITH A THICKNESS OF 1/2 INCH. Z H H 2. PANELS TO BE 5 FEET LONG. LLJ 4 � � 23' MIH. RADIUS (1 YF'.) 4. CONTRACTION JOINTS: J. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, A. SPACING TO BE NOT MORE THAN 15 FEET. UTILITY VAULTS. WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. B. THE DEPTH Of THE ,JOINT SHALL 8E AT LEAST 1 1/2 INCHES. FOR RAND INFDRMATION SEE W14EELCHAIR RAMP DETAIL 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT 114E SAFE TIME AS THE 5. BASE ROCK 20-0 OR 3/4•-0. 95X COMPACTION. BASE ROCK SHALL BE TO CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/20 RADIUS. �1U6GRADE OF STREET STRUCTURE OR 4• W DEPTH. VYFUCNEIIER IS GREATER 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 6. DRAINAGE BLOCKOUT - 3• DIAMETER PLASTIC PIPE: FOR SIDEWALK INFORMATION CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. SEE SIDEWALK DETAIL OTIIERNASE SIDEWALK SMALL HAVE A MINIMUM THICKNESS OF 4 INCf1ES. A. 1.0. PLASTIC PIK V1ATH COUPUNQ B. DRAINAGE ACCESS THROUGII EXISTING CURETS SHALL BE CORE DRILLED OR CURB 8. GRAIN 6LOCKOUTS IN CURBS SHALL. BE EXTENDED TO BACK OF 9DEWALK WITH 3' OIAME-TER � DtirE JUNE '97 RXIV. PLASTIC PIPE AT 2X SLOPE CONTRACTION JOINT TO BE Pt�1rID OVER PIPE" SAW CUT VERTICALLY 18 EACH SIDE OF DRAIN AND REPOURED TO FULL. DEPTH OF CURB. -- $CAW E N/A PRIVATF. ROAD ENTRANCE OFF' CONCRETE SIDEWALK � Ut0tINSG PUBLIC ROAD W CURBS CURB AND GUTTER " `f OF • 5 06 �' F'Lt Y306SDET APPRM BY UAAMI BY PITUtENCE APPROVED BY DAWN BY - REFEAEfICE APPROVED BY OAAMN tfiY SHE t T �yTM III1w. ca o�-�w C"' CITY O� TIGARD wA9l. Doll cs-3os cAEI _ CITY O�-.nG�D MIAs+(I. 001 cS-3oo c.�s 4 VI 1 1 OF TIG&RD , j DATE DRAM10 NA. UNE�oN SCALL OATS DMA► 14.E SLATE PATE *MIG fill r✓� u, HJ 4� OFEGM N.T.S. 7-4-9] .tOETAll3\OONC-Sw.Owo ORE0�1 yN 0� OF - SHEETS t,iriFlt�i IET.i 7-H•-a] .IOETAa.SVRVT-EMJl11I0 N.T.S, 7-0-93 10ETAQi\ClM1�-Q1JT.01N0 ,i SEI► S6E 11111'y/-UU2S_1 11321 SW Naeve St. • .. 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FxIC'W;. :�'►I:nf tE -` C'Jkb A'V, �LE'�ALh FUTURE SLOG SiTE 00 VISO / GRAVEL /' _ ?�on ,, / / �% / CONSTRUC JN FN TRANCE 100 do FINISH SLA4 240.15 3r10 � rr - i _---•----------�--- ;'� / � `�,/�� � � 'lir // '1bb - 290 '% _ , , 292 ETdo AIr;'r,:, LL wE I �.� ,JJ l((J//// ` Ar32 � - - \ X15. / / � � � �/ � /' �// //`, �,J�,�•// /// .-�'Ii/J � 1 � � ( ' O` •'1 �TUK� Ff'ASE/'!I-' 230' � , /- RETAIN N � J' � � � /�/ ----------- ---- -- f 7191 'max , � � �� �� -- --- _ - ---� - ---,. _------------ ------ Q M '� •, � � �. tet' .•�'L�" JL4 �`� r i 67 4 , t4 TVA cn i Ln /J-� �� \ \ •�1/�.. r i I f ~ ' . ' / �` F ; K G'1"r'I' G� 11 G L.✓j�1;1 -' \' 12.�`_,I CTL CSF- r��L•-� l 7 7j .dt•► '���T .r"� I (% I C,rS'r Lr) d •-� Lcjr-r Li Ln d I C7�� dWDr!5 ©Gk., . 65r Al. :• 5N? O v L3 u LIJ . y.. 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CONTRACTOR. CEJ U • s8•� USE. 100w HPS, 240v, CUTOFF, M-C-II 1 AND CO F, 166 �� LIGHTING PATTERN. POLE: 30' GREY, ROUND ! I I 1 _ TAPERED FIBERGLASS WITH d ALUMINUM ' ro MAST ARM. MOUNTING HT OF FIXTURE IS 25', ►� 1 1 I( V AMERICAN ELECTRIC 113-67103-•DJ to r ` SITE VERIFY LIGHTING SPECIFICATION. [ti.� 1 �J "moi .'h 1 1 1 � f i 1 1 1 , ,^�• 11 1 p p O O 0 O 1 O O O In p O 1 Ln 0 + + + + N rn PROVIDE SMOOTH y O p •— r F - TRANSITION FOR i _ AvVME TW 245 SUO EN G DEB DK 0 ' INSURE RAINAG 10 CUR INLET (/t VC 1 40L i � LTJ ' � A slT0 x+ OJ 240 230 .� NORTH G TIER PROFILE GS• 0.47X < Cr h g. + .07i EXISTING z 4 C3 Z ~'r � Oj I rn � N a d Q M aN 8 .. Z I w I p 000-) g a S N m u l7 N N N W {n + '. + V o a+ Z +� z,W 35 — V — N N W Im 5 + GRAPHIC SCALE � � � Q � 2 t & °` o - a O + ,,,I, 0 'N* N EXISTING GRACE 4 0 1 3 A CURB INLET �o o �0 70 .o t0 w < NEW FIN SHED RADE � u b c G G EW Su E rL W A STTA 3 19.78 CALC TED) 1 Z 'C3 v _ �� 0 V IN "XT G4� t1. z f 230 1 Inch - 20 tc. 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EXHAUST VENT- - 0') 2' CLOSED SOFF! T C'%! CD -BRAUN MODEL 356 POWER VENT ( 3) - _ - Lf) C3 t2 12 2x10 FASCIA TYP. W f; ,r---25 YR COMPOST T ONT SHINGLE 2x4 SKYLIGHTS GHTS �-` _ � �� � � 1 COLOR BY OWNER - /c- 5I-� 1 -� 5 i xLLJ CL cr Lc) .�. _ PLT. HT. 21' -0' RIDGE HT. 20' -2' r _ - -_ - - — J - - T om'„ c; Lr L I I 1. - 1 I - 1 r�: - = CONT. METAL BOX GUTTERS J1 I l rTJ I_ J.1 L - - - _�- r . I - - — _- AND DowNSPouTs TYP. �.1 a - L �.. _-s- Z T S�_.T _ 7 j T 1 t. - 1 L�IZT�L_ �_.._ _. -L.:T _i; .-T_. __ 7 -L_ ._ I__L_�_l _r-�t �L.-_ I._ _.:T_ L_ IsI SPLT. HT. 9 =0 - 1x6 LAP SIDING TYP. YF 6 0 6 0 --- 6 0 h 0 6 0 6 0 6 0 - I D ! �f - _ -- - u' _ - 1 x 4 CORNER TF,!M TYP. - - F 111711 GH GRADE- -�- F�OOR HT. 0' -01 - - - - -- -__ _^ _ _ - ----- ----- - - - ---- fe_ i x it k- ppox E TER �or-AoS - QS 'r,> BASE FtKs M��S. AND CT �©oo L E A k 9CALF: 1 / 8 1 -0" a Es E3 VA ® c= �3 a E3 2x 10 FASCIA TYP. RIDGE HT. 33' -4* n n _-- -- C_j 512 --- -_ 24 GA. STANDING SEAM METAL ROOF 12 - COLOR BY OWNER - ___ ____--- --- �Z 5 CONT. METAL BOX GUTTF_RS - ---- ----- __ AND DOWNSPOUTS TYP. _L _ PLT. HT. 14' -0" -- -- — -- —— ----- -- —�—_____ ----_--- - - — W 0:3 IS W C RET. WALL COM I nUEG -=—_-- _r -- __ _-- __ __ c" ------- = - ___--- --__-�_ ----- W GEE G I TE RET WALL PLA G L - - - - - - - - - - - - - - - - - - - �- - - -- ---___ -� --- --- -__ -_ FLOOR HT_ 0' -0' k F I ri I GH GRADE W ? � WW L[7 I Z � O 0 6N!v \�--- i x 6 LAP SIDING T YP. Z N W WE9 ELEVA 10 GICALF: 1 / 6 - 1 -0" all, JULY, t 996 ryp 9 f5 "I t/8'-I, -on �� MAIM CD Y305E.2 t OREGON V 10 ��Pg �uNy�i-ut►�s 11321 SW Naeve St. SEAR 24o f4l ".1,i�,x,... ...•;;.... . ..',�: 1. :..:rAr ._.:'.:J .crL.,i>:G„d+rt ..:NW\..M ay.u.lwsf'-`vWt�'la"'�:•: �,-qv, �fr.'�'.., IF THIS€DOCUMENT IS LESS II( lIl III III III Ili I I � � � Ij"I III I I III III IjT r1T l�l II1 III I I l�l I�I l �l III III III III I I � � � III III III I�I T�1 1�1 1 1 �T1j1j1q1jl I�► ISI ►�IIIII III Iii LEGIBLE THAN THIS NOTATION, ---- _-- -.- -- _ —�_`_ —_---_.!1 ��._—!L�----.-- — IT IS DUE TO THE QUALITY OF — N0.36 jb­��pwnx THE ORIGINAL DOCUMENT. -- -- -- -- - - — - -""-- - — -,-- -- 9 E 6 Z 8 Z L Z 91Z fi Z I�L �G I '11t rZ ti L�T-- 9T91 t'I 11QIr I 9 I��f—�- iVIII �I��I���� �� IIIIIIIII IIII IIII IIIIIIII IIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIII IIII IIII IIIIIIIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII ILII IIII IIII Illllluuiiif filllllll�llll IIII IIII IIII�fJlll e ' ars-1�. �._. • 2xiO FASCIA TYP, _ RIDGE HT. 33' --40 * 117 PLT_ HT. 3JZ-9 3/4" Z O -CONT. VENT EXHAUST AT' SOFF I T 12 C37) Q 51 - , _- CONT. R 1 DGE VENT _- -- AT NALL I NERSECT 1 ON BRAUN MODEL 356 POWER VENT ( 3) Z �-+ Z � __ =---- 12 25 YR COMPOSITION SHINGLE W Ln co a COLOR BY OWNER - 5 7 �L��y �y�, � ' -CONT. ME. TAL BOX GUTTERS w _ AND DOWNSPOUTS TYP. C L >G CC tJ7 PLT. HT._ 21� -0' - -- _ - ___ - - - -_ �_ _ _ QOC� � - RIDGE HT. 20 -2 t PLT. H T. 15' -g ►---- 11 r 1 �� --- �----- --- — r "� ' _ �•----- - �1'I•I` I.I. �'�.rl.�' -.T�� _ -_ _..l' _ _ .I.!_" 1'.�. _ _..l?T_.f . I T.. ..I lI - _ _- � 0 Q�, CONT. VENT INLET AT SOFIT - - - -! _ --- -- - - ox PLT. HT. 9_-0" J U 6040 y____� 6 0 �. 6 0 -. _--- �--=�=._ __-. 1x4 CORNER TRIM TYP. FLOOR HT_ 0 -0 �] - - - - - - - - - - - - - - - - - - - - -�-.. - - - ._ ... - - - - - - - - - - - - - - - - - -_--_ -_ -- RETAINING WALL \— ix6 LAP SIDING TYP. � GICALE: 1 / 8 = 1 --0" E3� es im eCS9 p 24 GA. STANDING SEAM METAL ROOF l� CA - COLOR BY OWNER RIDGE HT. 33' -A." * a ' 1 T I rrI�r – -- lII I T I�ILI 411[1. �I I ISI IIII I IT _ T-I 1 I I L� -T I,I TTT-t )• :TI _I T I T L I 1T II1 4� 1 1T1I11 . III1I. -I L 11 11_ I L ]lIT _1111 I 1 T°P°f AR-�-►►�1 . 21'_0" I 1 III T _ RIDGE HT. 20' -2" # T' I l I I 1 I [ 1 - - -1 ..1171 T 12 PLT. HT. 14' -Oil 5 ---- ---� � ,� CONT. METAL BOX GUTTERS AND DOWNSPOUTS TYP. _- - - - PLT. HT. 9' -0" 2' CLOSED SOFFIT -- - - - . . CC - - -- 0 __ p �— i x 4 CORNER TR 1 M TYP. w Cb �f RETA ANG WALL N S^o - - - - - - - - - - - - - - - - - - FLOOR HT_ 0' -0" ,� F I I I I GIH GRADE '�' ® o�c" - p O \ \ G L7 = �M ix6 LAP SIDING TYP. ; s w Ln tri \-2xlO FASCIA TYP. � � +cD _j� W G/U 3mm LL[1 Z EE Nf— tj EA9 ELEVA I Or I' 1 4 SCALE" 1 / 0N _ 1 _ON O'TE NOV. 1996 V-U 1/6'-1' -0" rm CD 'u Y3O6E2 OREGON � 103 o �4y<r 10 H 2y/-UI N SEAQ �A I 1321 S W acve St. 25 01'4 1 1 ew».r�•ww.n+r..«�...«-.-.. _.. ... .....n+w+7wi•-r11AMI1M1�►"'�"+w+Mr•.,.,+w.+.y.n. +.+..r•-.r++n.+w.+.,....+e�w�.aa�wn.,m.x..,.,,...w„�.rr...w.��..�'tM2�R�t'`4ii!:M:'1�*Ma>wM'UlA�'R�1"A►.w.-f awVsiiw rr(R'nvr.�ra.rgy4�il�Kss�tw..M11 s:�v:ra ..,. }N..f!.w•.MM'.ryM...y.,a'nw•T•.•M/riMMew.r.x.....rr^WR•'.N"�MMI'M�AfM�RMCPIr IMIMI+�i��'IM►WY7r'.—.. IF THIS DOCUMFNT IF LE-,-, I�TIII(IIIIIIII IIIIIIIII�III I IIIIIIIIIIIII I III SII 111111 I�Ill�tll�lll I I�Ill�lllllllll IIIIIIIIIIIII I � IIIIIIIIIIIIIII II111�111�1111jTll�ll111 1�1 IIII Illlli Illllllllllllll LFG I BLF THAN '1'111-, NOTA'T'ION, 11---- -� - --�-___ 1 i I IIII_�L _7 B�II II II � II II �0 IT 1-, DUF TO THF QUALITY OF TIIF ORIGINAL DOCUMENT. l�_I_I�IIZI_II-_I_�i_IS�I�__I._IIIsGI�ZI_I-I�I IIItTIZIIIIIIIOIIZ IIit i—� L�t 9 [ 1—br-_-I -�IIII_I—Z- —III t_tI t l IIIII � �8I�I —I ��8 111,1I111I,-1lIIIIIII � I— 1111 IIII IIII IIII 1111IIIIIIIIIIIIIIIIIIIIIIIIII IIII�NIi HEV1SION By 1/2/41 SR L � Cur_� f"— C\i C1J Z . oa 2E 3m CL r7 Ln " CLASS B" C W O CD 25 YR COMPOSITION SHINGLE _j cn COLOR BY OWNER \ W u'j'—` SPECtFICA TION AT OWNERSREQUESTRADE \\ / \\ / \ uj OY� G" METAL BOX GUTTERS AND DOWNSPOUTS r \ \ rTT _ ` \ T \ E3 ! I Tr`` \ BRAUN MODEL 350 — 1- f1 POWER ROOF VENT I TI \ l ONE EA. ATTIC SAY l ,I�_ l _L � I' � / � � 0 _ Ire_._. T .r- ''�. .. \ a �'' \ ® o - BRAUN MODEL 350 POWER ROOF VENT .�,� ✓ r• ,r�;. w ,� ��• " CLASS B" f �� 25 YR COMPOSITION SHINGLE COLOR BY OWNERoA Q 1.� I - T I,_ T. I I I I I I I I I I T, I Y i T r i 1r Z -1 _ 1i - T I _ _ I ._L • s c i CONT. SCREENED SOFFI T VENTS co cm 0 FOR DOWNSPOUT LOCATIONS REFER a ap�pp M TO FOUNDATION PLAN. p p SUB-CONTRACTOR TO COORDINATE_ ze = r 7 WITH DRAIN INSTALLER. L uj -Lnco tn r W :4 Z N ip r*,-.. nJ W NOV 1996 EXP 6/30/.8 WALE 1/811101* ' CO/SG,AliM Ef9 Y30ORF i � irEET OREGON G �p�°< In, '�6R5 1]321 D -0085 yh O� 11321 SW Naeve St. S�� 1�EA 26 of 41 w ra..+.. .. .,,..•....... .,.,..... .: ... .,... :., . :., .._,,,. RMIVr•r1•.+TMIM•f»+}►w�q.:rreel�IMren+wM�y�.grwwrrw�el+M�.w^�Pwrw'M+�Miwrw/�n+wwidwFYs'HLRrK�:. 9�M44MMII�rtM }�u �0"iA.+' -� .. _:..•� -.. ...-.:.. ...- '.. ...: .f.'_ .'. ..;; :'.»SYT" r. .�L':y.. ,,r„..�,,, :,... ”i"w�YM"'�iYbMr.*xMILtl''r�MMMM7FiMM`Irhtiy�1°'....:.-_..�.�.-..-,,.r,.wyx+*�uq�rP►+r►...,..fi.. .•.eb"'k. :.:t:._._ • �. ... - - ,,. ...If•"*+n+7+n+b�h.m+Mnr�MhKrM:.r. _.,t`.n...Roli•!. •. IF THIS DOCUMENT IS LESS Tr�111i11111rI111L11 �1� IIIIIIII � I � 1�T1TT 111111TlTlll TI111�11�III1 I (LEGIBLE THAN TH J 5 NOTAT I ON r _ .—�___ ,— � l__ - I l _-I l _V� �i_ IT 1S DUE TO THE QUALITY OF N0.36 THE ORIGINAL DOCUMENT. V�CI6IIIIII I-I(-(II-I(f 1((IIIIII -- -- —� I — II IIgIIIIIIII11(IIIII1IIIIIIIIIfFmllw, W !!!! gI1 I1 11 ,,. REVISIONS Br , I 2x 4 LOOK OUTS TO CARRY FASCIA I I I I I I I I Q 2X10 �OC AFTERS@ 24" I , I C31 ,;x i + I MELIHAN I CAL EOU I Fl� NT �., Z IJ t I I I TO IBE SUSPENDED * Z I L A US. I • RO F FRAMIN OM I w C�TR /BTM CH00Rj A W.1 1, .' 41G 1, I S I .� 2 1 - �"(� W � ,I iI ABOVf COR I DOR I FOR �, Lr3 � �) I I C1. x CL © off MECH4N1 CA EOUMPME�T AC ESS ' W N � � � I - O UA ACE, FAM �C 1 L_ l1AN�1 CE, -FAJtt�.,C(�1 U W Cl. 71 tc ._ __ . _ - _- CJ �.� 6" BEVELED LAP SIDING - - a - n Y APPROVED VAPOR BARRIER - --- 2x6 X24" OC- Q \1/2" COX SHEAR PANEL 5/8" TYPE-X EA SIDE- � CEILING JOISTS 1 HR CORRIDOR @ 16' OC I U Px6 STUDS @ t6" OC TYPE-X -X J GYP BO EA SIDE GYP BD EA SIDE !4-21 I• rd0NCLAss' I Ns'uL. _ CONT. TO PLATE ---- --------�- TYP ALL COF�HIDOA HALLS I PRESSURE TREATED SILL PLATE ---- -�\ y 4" CONC SLAB W/6"X6"X•6 WWM I AO SEE FOUNDATION PLAN FOR - 1='.I� ~I - _. ANCHOR BOLTS MATCH / L INE (� UNDISTURBED GRADE I SEE SH T 158 FOR CONTINUATION 6 MIL POLY VAPOR BARRIER 6" SAND OR COMPACTED AGGREGATE BASE 0 9EC OFI A - A p V a SCALE: 1 /8" = I — 0�, 4 � C= --�, a MECHANICAL EQUIPMENT o �. TO BE SUSPENDED FROM ' ROOF FRAM I kIG i �1'? /y" GrG TRUSS DES I GN B Y 0 THE RS --- l� 1 — 5YR COMP SHINGLE ROOF n[En3 TRUSSES ARE FULL WIDTH BEYOND FOYER 3 . BLDG PAPER N/8' NA XL SL @W 6" TOC OR USE CLIPS J I 2X10 JOISTS 0 24' OC - , " ^ I LAP MIN 12" EA SIDE PROVIDE 2 12 BLOCKED - I OF CRIPPLE WALL OPENINGS IN SHERA PANEL , I / I 2x8 LEDGER- 1 SI MPSON H2. 5 WHERE REQUIRED FOR I A TEA RAFTER ATTIC VENTILATION •\� CONT SHEAR BLOCKING 2x 41-t A TEAAL �i '.�-'"� 2x6 STUD NA L ABOVE TOP PLATE -S I MPSON B�A'C I NG @ 10' OC �;- -- - - CONTINUE SHEAR PANEL H2. 5 �. TFsUSS \ /�I �" �B�KICK ER D6 TO ROOF SHEA TH I NG -- -.\ l 6 3/4x25. 5 GLBBEARING " - @ WRAPW/5/8" GYP B x r POINT �� 2x10 FASCIA--,--------- — - - -_ _ _ - _ _ - - , _ - - - - - - - - - MTL GUTTERS AND DOWNSPOUTS — - - _ - - - "- - - - '- - - -- - -- - -- - - - - - � ® W P-38 INSULA TION S I MPSON H2. 5 —---- S I MPSON L U26 1 Q 2,Y4 SOFT`! T FRAMING 5/8" TYPE-X HURRICANE TIE TO EA JOIST S I MPSON HU26 TF I I �_ Q C3 PEPF. SOFF I T VENT �`-4x 12 HOA GYP BD TO EA TRUESS 6x 12 BEAM Q,,� rn TYP, AT BEARING POINTS r I �--+ a^ Co " AND SIMPSON STC I SIMPSON CC COL CAP W ® Ot 2X19 STUDS @ 16 OC S p O c� F I f1 16N GRADE TRUSS CL 1P � , I - 4x4x1/4 TS COL. �Q /�— SEE FNON PLAN AT NON-BEARING cr `� G = =a 1 FOR ANCHOR BOLTS I c I I = m WALL INTERSECTIONS I ONS " „c W 5 1/2" WALL WIDTH AT TDP 2X6 PT SILL PLATE 2x4 STUDS @ 24 OC Ln BEVEL EDGE TO ACTUAL -RETAINING WALL-SEE RET WALL PLANS 6 DETS I 5/8" GYP BD EA SIDE_ I I p� WALL WIDTH ___4" SOL ID ROOF ORA IN R-21 FIBERGLASS r I Z C/D DRAIN TO STCRM DRAIN LINE I INSULATION I Z BACK FILL W/PEA GRAVEL FURRING AND RIGID INSULA TION 1 I C w ¢n AND COVER W/FILTER FABH 1 C _ -- �)<T Or IC G I DEWALK Z o 0 WA TER PROOF MEMBRANE---- ------ � v TO ALL SUB-GRADE PET WALL. Lill� =WU �`11�II Z N SURFACES. USE " VULKEM 201 " IIIII_=il -- —I 4' SOLID PAIN EL ASTOMER I C COATING W 1 TH " ,T ��IIII DRAIN TO STORMDRAINL 1 NE w "PERMA BOARD" COVER. INSTALL CONT. 4 PERF FTG DRA IN —2-84 REBAR CONTI.. PER MFG' S SPECIFICATIONS CONNECT TO ROOF DRAIN IN FOOTING 2-@4 REBAR CONT. 40 PERF. FTG DRA I N AVAILABLE FROM " JEFF INC" INSTALL BACK FLOW DEVICE IN FOOTING PLACE DRAIN AT OR BELOW FTG PORTLAND, OR GENERAL FOUNDATION NOTE: ALL FTG'S TO PLACED ON FIRM DRY, UNDISTURBED GRADE, FOR MUDDY OR WET COND I T I ONS, O VFREXCA VA TE AND PLACE DVI JULY. 1996 MIN 8' OF CRUSHED AOCh; BELOW FOOTINGS "- AND COMPACT TO 95% OD luM scuff 1,rQ.` •1 ' -0' �� r.. ,P�f,�r„_ D>�+ 9CALE: 1 / 8 1 --- 0 e9 CO fi2Qfi 'w Y306E2 B U I'97-0085 0►1E 6011 ✓v� b� D 11321 S W Naeve St. 27 of 41 SE- w rEET>t IF THIS DOCUMENT IS LFSS I I 1 I I I I III 1 1 1 1 I I I I ! 1 1 L1 1 1 1 I I T 11 1 1 1 1 1 1 1 1 1 1 1 1 IL I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I �'� III � 1 IIII1I � I + II1 � 3 1 � 1 � �� 4111� 1 + ljlii ( I ISI I � ISI I ' I 111111WIRT]l LEGIBLE THAN THIS NOTA'i JON, ___ cIT IS DUE TO THF UALITY OF -- - — _ - �.�_- V g THE ORIGINAL DOCUMENT. - _ _ _ B P>t 8�L G�>r, t, >G 6S S 6 tTL` O�L 61 I 8i Li 91 9i 6t 6t Pt i1 i 8 �L `Till 9 1 L iaium IIIII IIIIIIIIIIIIIII►I►IlIII1111I1111 II , 9� ,�II I I IIlI II IIII�IIII I! 111111 ILII �II IIIII �IIIIIIIII� IIIIIIIII�IIIIIIIII�iIII I I �IIII II►IIIII IIIIIIII III I III II II Ir �� IIIIIIII III III II IIIII ii Ililllill IIIIIIiII IIIIIIIII IIIIIIil�llllllllllllllllIIn�IInI�IIIIIIIIInI IIIIIIiiI IIIII uu .x�.-ztelrrt��tt�.er. :rte*• . MRY i 1 I IMrN Nr Ca cn d W � � �T Li.; �, s 2x8 RAFTERS @ CD C 24" OC ) U k Crl _RIDGE HT. 33' -40 :L -- SIMPSON - 11J � �.--, 2x 10 FASCIA---; e-,aH2. 5 EA aAF TEA c N �• O ROOF VENT EXHAUST- f /- ARCH EYTENSION!0.'V 2x4'S @24 OC PERPENDICULAR 11,j Q ME AND CONNECTIONS �� TO PURLINS FOR VENTILATION D d v Y 112N COX SH ' G - PRODUCTSBY " NAIL W000 / ,/ NAIL TO PURL 1 NS U VAPOR BARRI R l.l.. 6" LAP SILJI G i Z � W/2-12d NAILS � J 1 2x4' S @24" OC PERPENDICULAR � 124' �/ l 12 AT EA PURL I N __DBL 2x6 SPACER ABOVE ARCHES —` U TO PURLINS FOR VENTILATION m � 5 NA 1 L W/i 6d NAILS AT 12N OC NAIL TO PURLINS W/2-i2d NAILS 'f FLASHING THRU EA 2x6 0 A T EA PURL IN --- " WS 1 424( 1650) x16* TOP OF BEAM 251-3 9/160i �- @ 16" OC 5/8" COX SHT' G �" CORE.-A- VENT" --'' OVER 2x4' S W/8d 12 �'\ �-- SIMPSON LSSU28 HANGER, EA RAFTER NA 1 L S @ 6" OC 5 12' --71 * - < \ `` v /�' '1ZTOFF-OF ARCH COLUMN 21' -0" DBL ROOF PURLINS (, , ` ` '�1,/-7 --``- UNDER INTERSECTING �/� BEAM HANGER Z-_ `��� ��---- 2x8 RAFTERS INTERSECTING RIDGE ROOFS _ HGLSTD-7i S-6. 7F" DOUBLE LAYER @ 24 OC ___ " TYPE-X p p R-38 1NSULATION --- SLOPE 22-37-11( 5: 12) 5/8 R-19 INSULATION 1N RAFTER BAYS HIGH SIDE FLUSH GYP BD ON CEILING SIMPSON Q \MOTOAI ZF H2. 5 EA RAFTER G7 S�AEE N OJECT 1 ON CON T. 2x BL OCK I NG BEAM HANGER PLT. HT. 15' -g PLT. HT, 14' -Op ' is GLU-LAM ARCH HGLST--9i5 _ - METAL BOX GUTTERS SLOPE 22-37-11(5: i21 DESIGN AND OFFSET LEFT AND DOWNSPOUTS PROVIDE CONNEC T I ONS B V -~ CONT. SOFFIT O „ VENT ® Q AIRWAY WESTERN WOOD e BETWEEN 2x 4's 2x SOFFIT T FRAM 1 NG \ DOUBLE LAYER �, FOR 5/8" TYPE-X PRODUCTS„ l� VENTILATION GYP BD ON CEILING T UA L I T 1 N, OR AIR F1 .BLOCKING @ iO'OC 5/8” TYPE X GYP BD - 2X6 FIRE BLOCKING TO CONC. FLOOR BELOW,,. In1^^ -? 010' OC MAXx STUDS @ 16" OG 6" BEVELED LAP SIDING Oh.JER TO SPECIFY 1/2" PARTICLE DARU OVER APPROVED VAPOR. BARRIER _�'� -0' 3/4" T6G PLYWOOOD GLUE AND SCREW 1/2" CDX SHEAR PANEL JOISTS W/ 1 112" CUNT. TO ROOF SHT' G `" SCREWS @ B" OC 2x6 STUDS @ 16" OC 2x BLK' G @ 48" © CA BASE CONNF_C T 1 ON BY PLATFORM @ i_5" AFF � " WESTERN WOOD PRODUCTS" 3/4" PLYWOOD FASC I A---,,\ 2x8'S @ 16" OC P-21 F 19E.RGLASS I NSUL. o 4" CONIC SLAB RIM JOIST SLAB 3Rp5" PT 4x8 V6' OC -PRESSURE TREATED SILL PLATE W/6"X6" X*6 NWM 2T@i1 "- - - SEE FOUNDATION PLAN FOA E - - - - �` --`-� - -- _ ANCHOR BOLT LAYOUT �- - - - - - - - - - - - s - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - _____ - -. - FINISH GRADE f II II '' . . . 9 I o E \� -- �- -- -_ --- . . 4" SOLID ROOF DRAIN 11 Q ' 6" SA NO OR COMPACTED !8' AGGREGATE BASE 12" Xi 2" GRADE BEAM BETWEEM ARCHES - 2 •7 BARS -SIMPSON HL33 --2-94 CONT IN FOOTING C=3 6 MIL POLY VAPOR BARRIER CONT. IN GP.ADE BEAM 6' -08 TO WRAP AROUND ANCHOR BOLTS OR 3NX3N X3/i 6N S TL ANGLE MATCH UNDISTURBED GRADE AT EA END. WELD LAPS OR USE SEE FTG SCHEDULE AT 6' OC W/.5/8" EXPANSION L INF- SPLICE LOCKING DEVICE SUCH AS SHT 01 BOLT TO CONCRETE AND 5/e LAG i SEE SHT D5A WILLIAMS 1 LL I AMS E5Z" SPL ICE CONNECTOR BbL T TO BEAM T YP AT EA FLOOR BEAM UNDER PLATFORM r FOR CONTINUATION � W cc LnA Lav, ,_ 9EC A - A N 9CALE: JY8 1 -p" W `Oyu t JUL Y. 1996 Pw WAW CD ��6 f b � E 9 Y306SE 11,111) oaEson Don � v p i2 f sw Naeve St. y� SE ADEM ,8 c�f41 � � ..,w.nwwr�..»..w+•wn.w.r.,_»rr.w»wre ngrn/aN♦NAM - ^.+r..-,._•_m..«w..+wt+..vLIAIP....w; _ - �rMw.w.w.w lop /'�liriiM/JNw.S/Y'4r....„�7�r:.7'/iaM.^i'�MyM0.l.».'M ”1'MI'^1 Y'4r XAMfP':'."MW"'1R'N.'t�MM"wu-'�MtA.�»ei ..i.........-... - �+.-ua' nw:..Pr'.+i'ffIMiNE17Pi.»•F.i4--*n:r.M.xr TF THIS DOCUMENT TR LF'c¢ _ i ISI 1 1 1 1l1I1 1 I' ��T1i�r�-If►� Iilr�rll�llr�rlllIf � � _I j � � I �IIIj1�rJT 111�r�rlr�lll r r�IJl�I r�lll��-IIII � IIi � III � IIILLi I � I � i �l I � III�I I�II��r ��rli� l �!rlr�r-r1r ter I�III�� T �III�I I �iIIIIII Z�___-_-._3J___ __ _�_I_ _�L ! 7 ! 8 �0 1 L 1Z LRGIBLE THAN TH1� NOiATTON, L`-- - -_-^ -�� —_ I _ TT T� DUF TO THr. 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Ln p �. M P 16" OC �.` � ""' W RAFTER HANGER JB28 / x SLP JOIST HANGER LU28 --1—SIMPSUN CC6 OO � USE CC6 3/4 FOR C7 Cn M — 4 LOOK-OUTS @ 24" INT STL COL AT FOYER �' . Q O 2x 2xENT N/LONG D 1 M VERTICAL PERF SOFF I T VENT LL N: LL-) a� (MTL OR VINYL) C� Y --- 2x4 SLEEPER 0 24" OC NAIL TO JOIST W/i 2d NAILS i l' 'W TER DAM ALONG EDGE TRIM AS REO'D 2, -0, 14' - - . - FOR APPFARENCE-12d NAILS TO EA JOIST 4' -„p. T . .\2 - CONT. SEALENT BEAT, - --� •t------ 4x 4x 1/4 TS COL. U _---MTL DRIP EDGE OPE _ --2x i 0 FASCIA C -05 - I �\ 2x4 SOFFIT FRAMIi4G . SOL16 FILL--I \'�- - - 4" STL ANGLE - ARCH TO BEAM CONNECTION OBL 2x6 ALONG TOP SIMPSON M! 416 W/2 - 1/2" x3 1/2" LAG SCREWS TO EA. I OF ARCH AS A SPACER JO r �T HANGER T YP. NAIL TO ARCH W/i 6d NAILS AT 12" OC,' EA PLATE - 1/2"x4" THRU BOLT ASE PL1A A TE -- — La 32" OC TO JO i N 2' . 4' 2. 2' o n GLU-LAM BEAM COL I PANEL SEC T I ONS SEE FNDN PLAN ---- - ---- 6 FOR SIZES _ s � L:,J JJ 4-3/4"xiO" AB's ---� N ll -11 cA .1. -- - - — �g C= d + 4-•4 VERT r R-21 FIBERGLASS I '" 18 3-e4 AROUND INSULATION --- �-` SIMPSON CB7 BASE ANCHOR Q STEEL COL AND FOYER RAFTER DETAIL � -i/2"x 1 O" ABLO 48" OC Q SCALE i/2" -11 -04 Q MULTI - PURPOSE ROOM WALL SECTION ® � SCALE 1/2" -1 ' -0" 13 C3 . C7 �_ CONT. BLK' G AT TRUSS BEARING POINTS NOTCH OR DRILL 2-2" HOLES FOR VENTILATION AIR, EA BAY ��` WATER DAM TO EXTEND A MIN OF 12" Z u q S I MPSO H2. 5 EA TRUSS --'- -- FROM EDGE AL OPJG ENTIRE" ROOF PERIMETER " m _ USE POLY-FOIL BARRIER BY FORTIFIBER - -- 2x8 STUDS AVAILABLE FROM ALLIED BLDG MATERIALS Qn N BEVEL EDGE PAST SILL. PLATE - 2x6 SILL PLATE 2x4's 0 24" OC IN T I GARD- PLACE CONT SEALENT BEAD �.7 cry GRADE LINE - CONT LEDGER -__ — BETWEEN M FL DRIP EDGE AND POLY-FOIL � i+ "�-� AB EA SIDE c*� SECURE W/ STAPLES OR ROOFING NAILS AT G� Q p OF WINDOW AND A T 48" OC 12" OC AT TOP ONLY o 1120 COX SHEAR PANEL- #4 BARS AT ,12" OC VERT ------ + I `� CONT TO ROOF SHT' G " -STND METAL DRIP EDGE I 4 Z CD _j •4 BARS AT 16" OC HOR 1 Z. -- � �� _ .r .-� I r, I a 2x i 0 FASCIA-PRI MED AND PAINTED Q _ ;1 Lqwn WATER PROOF --� --- - RIG I D XNi UL. TO FILL _ -4 NIDE, MIN N PERF SOFFIT T tp MEMBRANE Is I i d " " 4" PERF FTG DAA I N I _ TRIM AS REOMTL OR YD,FOP APPEARENCE ^W PEA GRAVEL AND •I E N FILTER FABRIC-\ I • ROUGH SAWN PL YWD SOFFIT NO MASON I TE OR PARTICLE BOARD •4 BAR A T 24" OC 2' 5' F 3' --- -- -- -- _ - SOFFIT FRAMING AND DRIP EDGE_ DETAIL RETAINING WALL DETAIL SCALE 1/2" -1 ' -0" %JULY• 1996 �m(q(b "1 1/2' -1' -0• SCALE 112" -i ' -O" .`t I IM CD Y306E2 'WON Q o vp��r t o DEQg ItuNyi-uu�� 3EA 1321 SW Nae��e St. w WQn IF THIS DOCUMENT TG LRCS I 11 I I I I I I I I l III�� � I II I ISI ! 1 1 1 1 �Ivjlj�IIJTJIII I 1 T 1T 1 Ill l ll ll ll l Tr I I I II I I I I I i t PY1 1 1 1 1 1 1 II I 1 I I I I 1 I I ' I I ILFGTf3i,F THP.N TH1S NOTATION, -__-----.___— __—. _ � ---5� GI _._ g1 I-�1 I - �U 1 L _ L� -- --�— Y r IT T� DUE TO THF', QUALITY OF — — -- THE ORTGTNP,L DOCUMENT. _--t-- -- J1- — — -- — 11 — —_ — --- — - - - --- -- V IIIIIIIIIl�IIII�IIIIIIIII�IIIIIIIII�IIII IIIIIIIII IIIIIIIIIIIIII�II I IIII�IIIIIIIIII!Illllllillllllllil�llllll �I �III�I IIIIIIII9 Illl�lli111I 1111111 iiii�ini iii�iiii ilii�illllllll� I�Illii�iiii iill�iiil hli11,1 QIIi. I;,Il llllll�I IW III , I,i : Ill�lll II II ��I REVISION BY ,a • C � � I 0 F-- ru N Z - o rL C) LO AwWLO U /i Ln U 00 do r.-172tir-1" ST'ot' S l°. I I Oc. 0r ti1A.X IaUv ATTIC DRAFT STOP-GNB 01 ONE SIDE OF TRUSS00011, h ✓ ' r `l. J . woll -- -- - -- - - 1 - -- - — - - I - - - - - - / Its,. CA It 1 HOR T \ m r - I ( I TRUSSES o I ,/ .VQ 196 - - - - --- — — — — 1 N BEARING NAIL L I N WALI ABO IE BEAP D 6 r - — - - 006- .01, 2X BLOCKING @48" OC----/__/ IW LLEv of K BLOClA1G USE co s/e"T4 G A Yw000 A N o &4361( 2c I Al- GL q 11E (EX 71 1 N 41) I ( 2X8 s cin -- c� A T /� I % p�"S , STANDARD TRUSSES _-- - I I 2x i0's tL 24' OC 1b24' OC W N AJAI L I" L/8d A.IAiL S I SPAN VARIES { eb "o.c. Ir T7 -r1Is.rcS SPI rte, t..�.��.�. e-c T RUT I P Ln Lorio w !5 Ito T� I SI'' { �`� r GIC., n - ,au N. I I. I � _ 11.111 Gli"'�rs.,O o, L 5pwT 01 I I /� z a I ca c%j BUILDING WALL L (NE - - - -- 2X6 LEDGER AT WALL Lu 000, f--2X6 CEILING - - - JOISTS @ 24" OC W `= E 2X6 RAFTERS L-2X8 HIP ' 024" OC RAFTER DATE NOV 1996 91-41 1/B.-1 ' -0• CDS/SG Y306Fi OUT OREGON D 7 IMP 1132 py'r EP N7-UUtiS � 11321 SW Naeve St. 3EAp fl of'41 `r",rnp.. .T.� -v.-..:.. .+.,�fdrrc9�n.«an....-M►�+•�W�Max�bHrr-a: _ ..rrggr.n:•+„ry... -,.,...,.......,,... w,a.. .. 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CU Ln C=) cu rl_ cj) Z � ZC:) C=) Lli >_ Lo C LLJ r-L c:) LLj C:) Lo LJLJ Lr) -r--, En rr) Lij q m: Lrj r-, -cc, C:) '41e C—) _22X30 MIN ACCESS OPENING de oeo0000, g2x 4 SOFF 4 T— FRAM ING 22X30 MIN 13 13 ACCESS OPENING 2xi0 LEDGER E3 3-16d NAILS TO EA STUD �=3 2x1 JOISTS s @ 24 N OC \SIMPSON LJS2iO AT ENDS COVER W1 51 " 8d NAILS AT8CDX60 OC Fq 00 .00� Ile, Im �00 ---29'9 CEILING JOISTS OC- 05� -7— L 7- 518" TYPE-X GYP BD a 0 EA SIDE OF JOISTS AND TO WRAP BEAM C= X6 CEIL' G JOISTS CONTINUOUS LEDGER I -A 24" OC AROUND HER IMETER- I LU-LAM BEA q -:�,.:;, C= 18" TYPE-X GYP BD ISKY L 1H WELL 6 314X25. ri,- W4F-V3) ER A SIDE OF JOISTS ciE3 muj MECHANICAL CHASE L r -------x n ---I -------r_=__== F _T11 \10 _J cc LILA CD n P4 E 'm CZ) cu:j1 S czcy' cm c*u cr cn CD _j 3B .oc ,w :w E?3 =9 C.) ge C\j LLJ E r,7 Go 11,0 13 NOV i99 r-U 118N -I' -Of CD/S8 Y306FI OREGON 131.11'97-Doss tiN 10, own 11-321 S W Naeve St. s _w 31 41 L IF THIS DOCUMENT• IS LESS -TT71 Ir1 1111111 111111111plyll 111111 111 111111111T�Tp T1 �1 _T11�l_1j1j1jIl1 1111111 1 LFGTBI,F THAN TII1q NOTATTON, 4111 uq(g� TT T-, DUE TO THE QJALITY OF NO-30 I THE ORIGINAL DOCUMENT. 161 WI I I I 19FIll 11111111118111111111 111�1 :11 It I 1111111� 11 jjjjjjj� Illllllllli ���Illll�l�lllllll�il�llll�lll�llll�II��IIIII 91111111111 ti,1111, 11IT11, 11111114111111111111111111111111111111111 111111111111111 1111 �vIRIONr rr C Ln 0 �-- C\J r-- '''' cy) v �--- Cu cti Z . oo LLJv Z 3c w rI- CL z Q O � o � m W � ZEL 130 cm 0 5e LL_ -� U ' Q 1 132 STORAGE f F-9 1 i 00 -- - - A TFORM AT 15' AFF CRIBS . i 107 R 0 j -3 C&P. S I NK. CHANGING ROOM 0 WOMEN S R o I r f3 PRESCHOOL CRAWLERS _ WA L KERS 0 113 W S R Cf_A 9SROOM '2' / `�� 8 10! E-031 106 10g \ 116 117 p O los toe O O O 119 SERVICE EROPTIONAL s 113 - WINDOWS O5 HANDRA 1 LS f n ® CA /�� ,r_y ( 45 M 1 N ASSEMBLY,,--- vt'� 1 5 ( -� o 116 K 1 TCHEN REQUIRED) / - ` �P \`\ \ 122 / � RRM 109 F-al LOUNGE I �� ` \ �, NO SLIP SURFACE 103 ° 115 � Q � 132 WEg 104 105 112 1!7 1 2 \ ® VY HI LOW ©'\-45 MIN CORRIDOR !1e QHi/LGN AN - - - - loo - - - - ZiLLuk wa - _ - WINDOW _ - 111 - - - - _ - _ I - - __� ILII _ ® Q FOUNTAIN - - —� FO UN AT !N 101 102 iia !1! 115 WORK L IXI I F 1e AT IC ROOM ACCESS -I �-� 1 K FOYER 22x30 124 \ 120 , CL A SSR00 !33 CLASSROOM CLASSROOM OFFICE OFFICE 121 � SECRETARIAL 45 MIN I \ o 001 F oe 101 [1-7n 110 1!1 W I NDOW All G 125 © I G�pPP 126 127 F 20 126 ® ll. ® ® ® ® ® I O 0 I . FE TYPE 2A FIRE EXTINGUISHER I W ( IN CABINET - SURFACE MOUNT) I CD � Q� •n @=9 Gf^to cncv pp §Ix W�� IN An LAJ cm z cu W NOV 1996 WALE 1/86-1 '*-0. 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No.ae E.--_8S 8Z L7 8Z Z bZ 16G L [Z OZ 8I 8i Lt 91 9�i �t't £i Zi tt t 6 8Yi �L 9 4 � 1E L tanua I I T ��������� �����illl�llllllllllllllllllllll IIIIIIIII IIIIIIIIIIIIII IIIII�Iillllllllllll IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIiI illl��ll � �I������IIII►���IIIIIII������ I�II�III�ilil�illllllll�lll IIIII���III III i I VIII I ISIONS By FINISH SPECIFICATIONSFINISI�J SPECIFICATIONS . — M c :I • „, 00011 I YIT DOOR OPERAT I OM DOOR SCHEDULE ., DOOR SCHEDULE f "` r' llUO/I HARDWARE l TENS, THESE ARE 6U J UE- SPEC I F I CA T E ONS. `� � r ' ' -- �- -- -�_ � - - -..-�__. - • DOOR FRAME r ; EQUAL OR 8E'T TEA MAY BE SUBST 1 T UTED FOR THE ITEMS L I SPEY). �` "� � `_ 1 - p00R FRAME .___ ' CODE DESCRIPTION: - QQ 3 A. PANIC HARDWARE W 1 TH KEYED LOCK. a r ..•;1 h. ,�•a�r � '-- - , z ' � 3 B. S f GN ' TH 1 S DOOR TO GENA I N UNLOCKED DUA 1 AI6 NOAMAL BUS 1 IME88 H HIMGED ' 34 b � g 0 C. AUTOMATIC DOOR CLOSER. 4 --- +' . 4 f A B C . N Q Lf1 U. KEYED LOCK N 1 TH LATCHING HARDWARE. (NO INSIDE LOCK) � i `. .) I 1111SI1 GLASS GLASS - ,Ij •c rn < �- cn ' INSERT INSERT A D'Gi. ACTING � E. KEYED LOCK W 1 TNLATCHING HARDWARE. (L►OOR KNOLL� HAN IIXE� z ; lu a: Z d a , , • Ca F. CLASSROOM LOCK. _ J z a , ! .rl a a rn s - - I , v Z ch o o ch '► t. zo In a z u C1.! (7) `CT G. HANDICAP ACCESS H4R()NARE. , L w u, Q a .� Z �s °� ;,?�: Z i- ix _ i ir RJ �� O u; 2' �` Q , v U :11 fL t' O u � `J `i j Q '� I IARDWARF (4101 JP AND NOTES H. K 1 CK PLA T.E S. (ON SIDE. OF EG"E•SS) al' I I (� - D81 E n �' o > a y- U .'./ o �- O c� 3F "r. _ �C1HARDWARE " OT ;I►o In .._ - - gg : T I t �- i GROUP AND I I-} S i1 - _ 3 W r\ 1. EXIT OAML Y HARDWARE. (PANIC) NO E_X T ER I OR HANDLE OR KEY. j• �.' I t 3s j ii - '- - tea- W C f✓ Ca S _ Z Cr 4 y Q LI 'rj w 7� W (�' L-,- GI �j O 2 ►► a " �' 11 r• r LMQ k! G' r ._� ,h�. ;�� 2 :� A H �.. _._._. ._. 0 3 r n 11 u 1/ �► d U11Z rJ y+ G ' 13 _ __- ,... W tD J. HANDLES AND PUSH hl /Ills. , I 1. `` s S _ �.. ._®►,� a w _!' K. KEYED EXTERIOR LOCK ASSEMBLY. (EXTEN TOR GRADE HAgONAR6) '- - - --- _-._ i '� DUILH PANII DIVIDED 0 S • SLIDi11G i -- B •/ r. �� I, M �, „ _ _ 4HQ p e- F • _ _ r - 4 I ' --- - L. DOUBLE TDOOR HARDWARE ( INTERIOR) WITH PANIC HARDWARE, CLOSE/ , ANrI� PANEL i. �e -- -- - -- - - y '`, � Y � � � 1 �.1 A N H W � _- IN Iv •� � � E� ' -- � � � � SECURITY LOCK ON HALLWAY SIDE. 7 --�- /► �alAf•- S1.+o - P'`- •d 1►� S6 _ g IN A N N _ N4 W 4 . . -- - � ox POCKET DOOR IIARDWARE. (PULLS) - 1`if— A, 14 U y+ Mc-)ly T,.. N SWING-UP COUNTERTOP HARONARE. (PIANO. H I NV�'W) 1 ( cam( ld g • 81FOI,D Y 40 - - - - --- -"• -: Y 1 3a J t y l5 N 5 2D I J14 rJ �' �,{►� 0. UNISEX RESTROOM HARUMARE. ( THUMB-TURN, •OCClAo J Eln/ lXVt1CC�M'IEW�.• . I " qZ -- I '�y A H S w RN�1 w G P cl U I .. - P. DOUBLE DOOR HARUNARE I NCI_UD I NG• FLOOR AND UPPER JANE+L lOM AND,' � � 18 r19- wN -C � ' 'uLOCK IN OTHER LEAF. 44 � e15 1�J 4 ens--- /rr1 PDCKEt r 45 - .,.�.,.. ,... - ,, �t; � 131 A N S U V I 48 ::,f~ { 119 i A S H w - 1 v GLASS I:ASI MINI - -- -► _- - " ^� 1 y Z68 I r. I DIVIDED 47 -_ �' r Iu� g �1 S Iv �y1Q. lay 4►' C _. R. SMI NG I MG DOOR IIAHOWARE WITH LATCH. k :s dd (IID NO I) -IGHTS _ 48 - _ 16 G C� S W 2n - y S .} A 1 5 C- ---- r 1 M S. SMOKE GASKET S. '4 ' _- 1 'r 4s 9 1• �e 1 �►y C, W 5 W c�--r © F - FOLDINGSo II 030 e I s,'y c N 5 6) wok t. � — T. PULLS OR KNOB- NO LATCH. (MAGNET 1 C CLOSER) ` 51 r ___ ?1 ID s 1'�y N 5 w 2v UAA 4) k'� _L, dig h M 52 - 22 3o >� Ise, A N S U U. AUTOMATIC OPENER. (SENSOR OR PUSH BUTTON) kd 84 _ ----•-• .:.. ..__ .. ` 23 Ww Le)83 zdY. HANDLE nN ONSF lNl.Y LATCH MECHANISM. NO RfM G'ONCEALO Nl . ' 66 A `I,Qp�S� _` g' •- _....•_-.-__-.-._,- a M H to - - - w t - --- - '* N. LATCH ONL Y. NO I UCK. ;;. :;;. -- - �V 8 - j NIf b M 5 w LP Am +�' — � ,. , 66 _ - - ~������'r FOLDING DOOR HARDWARE- RAILS OR TRACKS. i .+ � _ __ 4 0 A J K L - _ _ _ I otl 12e i � al, A - _ g „ I _ SCREEN t_I)lME{1EU LOWERED + -- - -- •��'"'�..'.�,'•" • , -- - - _= -- � - -A L--;_b�_K. ,_'_'_'-- - rt !l. kill . SMOKE DETECTOR ACTUATED MAGNETIC DOOR HOLD OPEN. cf'��b OVERHEAD 59 _ - - - -- +' Z9 Is�t �' _ .__ 5 G'' �� I ' fNSFflf O !i'�N : � -- - ---- -- -- - . . d , 30 Il� 101 G � ,� S ... � v, �+--���-�-�-$•- I' I ' `�' r1^p► �. KNOB OR HANDLE - INTERIOR LOCK-(PUSH BUTTON) !I,. ;� .♦`,1,:, '•`� , R `. "+ I ��;'t•r'.a;.�L;? Irn.� .A ; oDOit<O1IDVRI SCHEDULE CHEkDrroUiLt%/E DETAIL #DW 1DOOR SCHEDULE DETAIL IDW1 %1boX AS SHOvAA�k/llJATI A"- fqf'4&OW: ACCESS P. "• I ' ' 1 , ECDOOR •+ ;• SPECDOOR.XLS 7/5/95 XIS !/!►/h!i SCA E: `~ -� 3 . . DOOR TYPES AND OPERATION sCA A DETA I LO d . 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GYP BD CEIL'L' G �~ i . _ L CA m ,� m 'ice F4 I t-7 — itooloo 8' 6" SHR CEILINGS IN CORRIDOR - -ACCESS a".: S TH I a5f 31 - ] E, 0 GAJ (d k� �A C CE S S I ✓'! y CE r L I NG +9 8' -60 I I MECHA R � NILAL SIFTCHASE ---�- _ _- — G YP BD _- --_ _ - -- -- -------�— A T 9' -ON AFF C� o il — CEII_ ' G r SK YL 1 GH TS - 1 � 1 x 01 01 V_y SKYLIGHT ® ® ® ® ® ca EX 1 71 oa: . . e*i o ® o v' z a 31C Cn SYMBOL LEGEND SEE SHEET E2 FOR DETAILED LIGHTING PLAN V5 3=C J qw C/D LLn W O m AIR RETURN Z n¢'� U C� tti 0 A1R SUPPLY W 2x4 FLUORESCENT FIXTURE N/HIGH EFFICIENCY FULL SPECTRUM LAMPS RECESSED FIXTURE FAN/LIGHT I DATE NOV 1996 FE-x-,-Tl ILLUMINATED EXIT SIGN P W5olqt wAu �] EMERGENCY EXIT LIGHTSF FF CD/SG �Y � MF �i 9 VANITY LIGHT ABOVE MIRROR Y3WI ORf C,ON D �yH d f3uP97-0085 Ott I 1321 S W Naeve St. SE Aaw 3' of'41 — IF THIS DOCUMENT IS LESS TT>�Ilf llllllll III�IIIIIIIII�I IIIIIII VIII I III IIII1111r�1 1�111Iillllll I� IIlIIllllllll IIIIIIIIIIIII I IIIIIIIIIIIIIII'lllll�li1�11111 l�111111111 1 1 IiIIl�lllllllll� Illllllllll III + , LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF �� Us� THE ORIGINAL DOCUMENT. � No. �•s�"' - E 8Z 8T, LL 9Z Z 6Z SL 4[ 1�bi Si ei [t i�j 8 8 L s 9 9 ► I fi LL [o�.u++ f II"1111111 Illl�lllllllllilllllllllillllllllll�ll -Y —�I�IIII�IIII���I�I�IIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII II IIIIIiII II11 Illllllllll�llil IIIIIIIII IIII�II�I ��II���I� ��II�III 111 IIIIIIIIIIIII���II� IIII�WII II �I�I�III��IIIIIII� �I�III�I�����IIIIIIIIII �II������►� .'�41J!M�:IY�-'aY�k�MJMP1.„w>f aM',•,, .. kEVISIONS b r We,4,l q7 U Ln STORAGE `�' 0rN —_7 Z q_ `i LTJ CJ (U L3 CD a— W PLATFORM L1J W L.Li � cy i �( ! -�� C> I CRIBS J� \ CHANaING \ U�!W('ME�1'S RR ,~� ` p I -20 GAL LL d F' F ��, n - I '`+"I RR I CLASS, v� HOT WATER �" R -�CHChOL CRAWLERS �; RCQM oozy \ 7 __J 1 1 \ c^ f--•--� U WALKERS �� 'IPT10NAL 9 � Cr:RVIL'E � r�Da�s MULTI P RPL SE_ AGM - - R \ (4 5 - - - 1 MAXIMUM OCCUPANT LPAD = 506 �-�- - -� KIT( N � --------- -- RRMI L❑U N C�_ I � �J F Q��nk•n� 20 GAL roun�A HOT WATER N Q sF LA HEATER NT .� ' y /JS�LLAiJ� ry ell I� II - f � WORK ! 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IIIIIi11I 111111111 IIII�IIII IIII I REVISIONS SV DIAPER CHANGING TABLE ----1 TO BE S I ZED ACCORDING 4'-W i' i@' 51 -01 TO MANUFACTURER' S -SPECIFICATIONS. _ ------- ---------- 816 B13 B7 __ -TE-_1___ - B 3, --_ -- — --- —— — J'" o B! Pi P2_ co P2 P6 ; �° Al P7 co • � . � "' nc) ps B!3 B4 816 I b 9 5 -0 .� 1 u 817� irw- = -813 B i In i 14 - - - �P6 �\ P6C9 C--3 •.� 1 m -- �P7 \� P7 Z p ° o I _ - - O � 813 P 1 � _ C1J I'� I o 1 � r .� -_ ---- 2' -9 2' -9 �•8.__ - -- -__-�=� I I o I o IPG O B2 F--" Z ctl P91003P7 P32 Z fl jBi 7 X34" H 1 GH �., � --- ----- P6 . C.) U B2 1 " �§ B 12 1 B�1 O P32 87 lI� 34 HIGH o ti I P! P1 LD ' s - 9 "' _ � -•J Lam, Ln - N H7 B! 1 Ocn Y 10i) I w cf)m --1----- o m -- —----– - B7 0 - ---- W ''"� ME Ln R r �B6 --� _ - - -- O P7 - DIAPER CHANGING TABLE P5 84 � Bi Q TO BF_ SIZED ACCORDING I BB J TO MANUFACTURER' S I lI N SPECIFICATIONS. B7 P24 I -�� . C-3 ELII ' P& I EO -91 - I ©! -V. •-+.1/" `w/a. ^111 t, Ir� +A; *FA LCET- AillO TI NiIiE r1m Int WALL HU�".C URINALS A 1MlxlNUN RATINr FOAc[ of SHALL OR TNI riNs°H��"Till NPI T. Q 1 LAI• OR BY A WWfE LOW- THE FORCE REQUIRED TO ACTIVATC C&ffROLS [� VOLTAGE BUTTON. SHALL BE NO GREATER THAN 5 L8 . SELF- CLOSING VALVES MUST REMAIN OPEN AT LEAST 110 SECONDS. m LJ N6 12' 42+ MIK C= !-!/Z- CLEARANCE m a BETMEEN BRAS BAR 36' NAL o o • 0 Ar AIID MALLo a' HOT NATER �29' MIN SI'O a&J,40- ORA I N P 1 UNDER 1 1 BEVINSDULIA ED ALL ®C ,� OR CONCEALED. 29' MIN x -4 x 2 _ I: ' �' URINAL PLAN VIEW bi �` Q FINISH SPECIFICATIONS FINISH SPECIFICATIONS FINISH SPECIFICATIONS MHEi>E' tONEL, SANITARY NAPKINS, MAStE- DESPOSTINNG FIXTURESHARE DISPENSING VIDDED, AT QQ LEAST ORE OF EACH FIXTURE /S TO BE p 1 PLUMBING _ _ _ _ _ - PL JMBING MiOfINTED NI TN OPERABLE PARTS MI THJN ® n USED SYMBOL DE8C111PTION MAKE ,T~ SPFCITP,ATION PLUMBING 4O• FRON FLOOR. I>=1 4 _ _ --- -_ USED SYMBOL DESCRIPTION MAKE SPECIFICATION USED SYMBOL DESCRIPT ON MAKE SI'ECIFiCAT10N Bi MMIIOR BOBRiCK U1 i!i 1:140 - --_._:-- P 25 HOT WATER HEATER, STATE CENSIBLE PV 6 INS K Eg MCKINNI_Y- -- I /t)T- + P 1 WATER CIOSET AMERICAN STANDAFlO��CADEi ELONGATEDL109A05 ^ ^ _ UNDER COUNTER 6 GALLON. U 02 MIRROR (HANDI(:API BOBRICK B?94 1!1:10 P 2 WATER CLOSET HANDICAP AMERICAN STANDARD CADET ELONGATED 9408.018, MCKIIC9 _ 1 94 P 28 ALTERNATE FOR P-25 A.O. SMITH MODEL ELJF 6 `COLOR WHITE, W/LOW FLOW _ P 21 HOT WATER HEA TER, STATE CENSIBLE PV 10-1NS K T __ _ B 3 HANDRIER MEN 4' 8" BOFW4C:K 8200 WHITE (01 HER COLORS AND- j _ - TANK. )LOAN ROYAL 1 8. 3 I MOUNIING HEIGHTS AVAILABLE) _ UNDER COUNTER 10 GALLON. - - _ --- O WOMEN 4'-.," P 3 WATER CLOSET HANDICAP AMERICAN STANDARD CADET�ELONGA�TID18.408P 2A HOTWATER HEATER, THERMARTHERMAR COPPERCORECHILDREN 3' 9" MCY,INNEY 1050 P 4 WATER CLOSET AMERICAN STANDARD NADEROR WHITE . .-. ._..-__T-... UNDER COUNTER 2 GALLON. _ MODEL CC215 0 HANDICAP' •1' u" - WIFLUSH VALVE, SLOAN ROYAL P 2`1 IN LINE WATER HEATING THERMAR OYNAAMX EX95T 1 10 3 DMIN I NOTE: IF ONLY ONF HANDRIER • I ._..__.-..... _ -.._._._. COIL. � • ._ C�i3 an INSTALLED, SET AT �' U` P-5 WATER CLOSET JUNIOR W/ AMERICAN STANDARD BABY DEVORD 2182.170 P 3U KITCHEN FAUCET MOEN 7345 - �- --- - SEAT 12B.CC d 4 TOILET PAPER DISPFN�FFl BUBFlICK 0288, TWO ROLL ONE SIDE T_ - • IP-31 FLOOR DRAINS SMITH 2005 A, W/2" DRAIN AND 3" -- MCKINNFY b15 - - - - 1136 LAVATORI' COUNTERTOP AMERICAN STANDARD RONDALYN 0481.019/4675A _ CHROME STRAINER. B-5 TOILET PAPER DISPENS[R BOBRICK - 8386 P-32 URINAL SET AI STANDARD AMERICAN STANDARD WASHBROOK SLOAN MODEL 180 PARTITION MOUN1=ED MCKINNEY 824 - -- - 0 P7 HANDICAP FAUCET .453EMBlY AMERICAN STANDARD HERITAGE 2103.788 _ _ - HEIGHT W/FLU511 VALVE. _ . P-8 NURSERY SINK (STYLIST GROUP A SL 1 7519 A GR Q H tt 101111 SLAT C TVI 11 UUI)RICK (1711 P .T3 U111NA1 As: IN W/I II' AMERICAN STANDARD W.ASHBROOK SLOAN MODEL 1Rt1 DISPENSER MCKINNEY Gt)1 • P 9 KITCHEN SINK I Co��('•-- 'rA1'�L3•SS _ _ F.T 1'�" Allt)VI' IINI'HI IItlU11 —� •� __• 1 1 -� `- OP P 10 KITCHEN SINK ' (.(IMI"I'S I t 0 1 PAPER TOWEL DISPENSER 808MCK 5262 7. p 3q --� COMMERCIAL DISHWASHER JACKSON SERIES 10 NS MCKINNE'v 611 P 36 COMMERCIAL DISHWASHER HOBART MODEL 031-FFW � B A WASTE BASKETS BORRIc� ,82lGD - - - •- �-- :- P-11 ALTERNATE FOR P 10 ELKAY LUSTERTONE LTR8322-10; ISO L UNDER COUNTER UNIT _ 3 l9X16X10 BASINS MCKINNFY 801/1040 �`- P 38 MULTIFUNCTION COMMER• HOBART MODEL F 31 AM 14 OR 14C P-12 W/FAUCET GROUP TELKAY LK424F, SPRAY, MIX, SWIVEL B 9 SOAP DISPENSER BOBRICK B8I 22 OPTIONAL - CIAI DISHWASHER ILKF 180 HOT WATER MACHINE ♦/0 W CAP( BOBRtCK 818 OPTIONAL P-37 BAPTISTRY MA.RV'S FIBERGLASS SINGLE ENTRY_ W_/_ OPTIONAL THIS CONT 611 FEM. NAPKIN CISPF_NVAN 1308RICK 8210 SURFACE MOUNTED - __ _ L CONTRACT) - �- _ � - )CIO, OR RECIRCULATING WATER p-13 CLAS5ROOM/WORKFl00M STYLIST GROUP A SL-18118A MCKINNEY 628 �. -- - - - - _ /-✓100-446.2?4G HEATER SINK Y- ~- _---•- � JB-12 FEM. NAPKIN DI'•POSAL 8OBRICK µ �E � F' ` Ly,I -- �„ - •-- _-- -_....____.._.._�.,.____- _.. - _ _ ._-�.�.._,.__. P-14 JANITOR SINK W/AUXIlAR1E5, FIAT PRODUCTS MSB 2424 PARTITION MOA)NICU FAUCET WI cm VACUUM 13 COAT AND HAT H00K B?6 VACUUM ^BEAKER, .�T HOSE BRACKFT AND MOpcu 1'` 814 TOWS MCKINNEY 10488 ' HANDER. � L RING BOBRICK R89b 0 Q P l a PRINKING FOUNTAIN, 7 HAL TAYLOR h�E!!1 CHILLER INTERNAL TO WALL MCKINNEY 10492 - _ LEVEL W/INTERGAL CHILLER Pee � ft --__ �'� � � B 11, HANDICAP GRAEBARS/STALL BOBRICk 88206148, 2 EACH IN 42"X72" STAL P.3g ABOVE GROUND FAUCET JR dMt1H FIG G810 VB 3/4", INLET NON• �pC �`4 �� SECTION __ W 816 HANDICAP ORABBARS/STALL BOBRICK B02081-48, AND 88208;!0 cn FREEZE GROUND HYDRANT W/ P-10 DRINKING FOUNTAIN, 1 HAWS ALT. MODEL HC9F7 -J �.. B 17 TOILET AND URINAL BOBRICK SANYCRYLIC ISTEELI FLCOR *� --- -.--- -- - - /� � CLI �r-► Box LOCKING CDVF.R. LEVEL W/INTFR(TAI CHILLER -M-4 PARTITIONS MOUNTED WITH ALLREQUIRED THESE ARE GUIDE SPECIFICATIONS, BETTER OR EQUAL MAY BE _ _ _ � _ SECTION " _ - -- Q HARDWARE, BUMPERS, CEILING SUBSTITUTED FOR THE ITEMS OR MATERIALS LISTED. �- P-17 KITCHEN SINK DISPOSAL INSINKERATOR— ISE 333 LLAJ �...r HUNG OPTIONAL AT ADDCD COST. _ P-10 EXTERIOR HOSFBIB WOODFORD MODEL 65C, FREEZELEBs AND � C-3 THESE ARE GUIDE SPECIFICATIONS, BETTER OR EOUAL MAY BE I -`� - -- `- SUBSTITUTED FOR THE ITFMS OR MAI ERIALS LISTED. - ----.--_. __ VANDEL PROOF 2 r'` P-19 SHOWER S1 AIA FIBRE FA3 MODEL 036 N _.. _.._.- P 20 W/ SHOWEII FAUCET AMERICAN STANDARD 1204.320 P-21 HOT WA1FFl HEATER, STATE 50 GALLON, MODEL SBT50.05NE, i - _•_ __ ,. 50 GALLON, GAS OTHER SIZES AND CAP. AVAILABLE P-22 ALTERNA fL TO P 21 A.O. SMITH MODEL BT 05 - -- -2 GIF - p HOT WATER HEATER STATE MODEL S866-52-t)1FE 52 GALLON, ELECTRIC w - E P24 ALT. FI W H. 20 GAL. ELEC. A.D. SMITH RESTROOM FIXTURES DETAIL #P2 PLUMBING FIXTURES AND EQUIPMENT DETAIL #P1B PLUMBING FIXTURES AND EQUIPMENT DETAIL # P1A NOV 1996 CD/JQ Y306Pi ORE60N D v �G< 101 �g+` py# 3 SEho NUTS HUP9/-008) I 1321 S W Naeve St. ,7 441 R rrirllll -IIIIIIIIIIIIIIIIII � II1111II1111111111IIIIIIIIIIIIIIIIIIII1111111111111'111111111111111111 1FTmSDOCl1MFNTISLFI-S 1 � 1 I � I ISI I � ISI I � I � i ISI l � I I � ISI ISI I I I � ISI I � IQIIII l � 1 � 1 1 1 Iii II1I ISI l LRG J BLR ca THAN TH T g NOTATION I Z I I I 4 �I 6 _- I___-- 1-� I__---v1---.-. ✓1--^__ - L---I 1� (� IT 1 I)U1'. TO 'r HF QUALITY OF — — NO-36 THF, ORIGINAL DOCUMENT, __ __ _d� ____- — ---_-.-_ —.-- -.__-- - v E 6Z 9ti Gtiz O��Z et g��t 1F11111IT111111 lllllllllllllllllllllllllltlllllllzlllllll!IIIIIIIIIIIIIIIIIIIIIIB IIIIIIIIIIIIIill1111911111111illlllllllll llzlllllllllllll{JITIII �i �IIIIIiIII Illilllll 11111111 ((II IIII�IIII I��IIIII I r�ris�owe or SMOKE DETECTOR [1 SD SINGLE. RECEPTACLE OUTLET -fl SO THERMOSTAT IH DUPLEX RECEPTACLE OUTLET DO FIRE ALARM {-{] FA 220 V OUTLET 00220V 220VO WATER HEATER WEATHERPROOF OUTLET =00 NO MH ELECTRICAL PANEL � SP SNITCH AND DUPLEX OUTLET � SDO , FIRE EXTINGUISHER ® FE RANGE OUTLET =-OR RO FLOOR DUPLEX OUTLET =4�c FO 220 VOLT OUTLET 220VR Ln V JUNCTION 220V ��� � O m 220J8 JUNC�fION BOX OUTLET m J8 D' BY OUTLET MEANS po DCO SNITCH OPERATED OUTLET � S00 0i t '-' r-_D DILATED CIRCUIT � DCP m CFO CZJ �CEILING FAN OUTLET F— DUPLEX-CHILD TAMPER PROOF COUNTER HEIGHT OU'iLET � DCH DOORBELL BUTTON 0 DB � , O O W V DEDICATED SNITCH CHIME}F DS -Q`J CH >_ CD 3 LL! t� TELEVISION JACK © TVJ ,� CZZmIn FAN 100 CFM EEi TELEPHONE JACK Y TJ �� ; �� � cn FAN 200 CFM © EE2 >� FAN 300 CFM �� EE3 �- �, / � CO Q THESE PLANS DO NOT REFLECT OUTLETS OR � \� c- NURSENY FAN EE4 MIRING FOR SOUND, TV, TELEPHONE, W SANCTUARY/ ® EE5 INTERCOM, COMPUTERS, OR SECURITY - CU 111 r0 Q SPACE FAN ;� � •i O Y`� SYSTEMS. THE OWNER MUST BE CONSULTED TO KITCHEN FAN �1 EE6 DETERMINE WHICH SYSTEMS ARE NEEDED. �- MALL HEATER EE7 FINAL DESIGN IS BY INSTALLING ,�" , i �1 ` �-�` Q CONTRACTOR. -- _1 A32 U CEILING FAN EE8 GENEFRAMpNG UNTIAL LAALLRCONDUITSTAREVEN PLACE. HF CONDENSER DISCONNECTS EL EC TR t CAL LEGEND SCALE' / ' MIA DETA !L• N/A CONDENSER DISCONNECTS �� \ CU CU Cu ++ CU 06 0 5 0 4 ;3 \ 13 Cl 0/ i A31_ -� CU rr� \ \ C7 d, �\ 13 13 GFI \ � 02 Al 0 ELECTRICIA C _ - TO CONSULT o - \ 35 WH � GFI i\ W 1 TH OWNER � a DETERMINE \ \ _ r KITCHEN NF r �\ ELECTRICAL 02 Q \ ` 2:2a 3GE GFI \� LAYOUT • -- - GF 1 -GFI i 11 °cam 17 - A28 / o ' I P-19 WH HF CF - -""' tt*3 � __ � / ® D' A33 �6 nF O p� { A2 Al2 ai4 A16 / A1B A20 / ♦ / \ -� I I �_ r"A24 ...... L E � ISI Iii '� -- A 30 i. ITcc W Ca L J BOX - ?_OA � CIRCUIT FOR - ccm LANDSCAPING W a cN LIGHTS A36 C = cr? ccO cn W Ste` 2 Cdr J.� J "♦ Z E C% CD J LLJ NO TE: HVAC r-- AND KITCHEN EQUIPMENT PME_NT TO BE �r PLACED ON PANELS ' B " AND " C" . ALL Nov 1996 PANELS ARE LOCATED IN THE EQUIPMENT ROOM. WALE see o � • � °"""" CDISG 'o Y'306EL .ET ON 0. SEAO� [Efl � 13U1'97_0085 11321 S W Naeve St. 3R 01'41 tin+H+wrtrrre+irsMwMr.wc+a+.ryrwMrwF:•+V.MiMw!+Y.n��rrrn�rpMple}�NM,ew .«.r............,,,y,�,4�h»rftM+gMM1• ir.:rcrc:YalAM r,.v.!M.w, . .c�.... - ., - _ ,ulilh W'M 7e A!f h'i'Xa"Y1,-. -✓ a;.: IF T FTHTSDOCUMENTTSLESS � il ( iIl IlIl lIl Il 1,111111111[lv � I III I I11T(f1T� (IIT III II LEGIBLE THAN THIS NOTATION, Q IT IS bllF T0 THE QUALITY OF1I I1(I I1 11 I II 1I 6 Il II�I I I -I II II I I II il ll l l 1II 1II I II S1 I 1 I1 I 1 11 21 C� , r n THE ORIGINAL DOCUMENT, — _ _ _ ____— _ _ _ _ _ — No-36 F 8Z ��8Z i4l, gZZ I ir��Z 1��6G ��G TZ OZ 8iBT TL, ,,, 9tSi117111111111111-1-111, 111711,1111 TtT 8 �8 L8� 9 F111 L �n.11,11 11 II Iililllllll�lllllllll�lllllllll�III Ilillllllll IIIIIIIil�illl IIIDlllllllill(IIIIIIIIIIllll II IIIIIIIIIIIIIIIIII I IIIIfill IIIIIIII lilllI I I IIIIIIII II + I I I III I n�IIIIIIIIIIII�III III IIII III III (IIIIIIIJ11 lllull y .. 3 ?.b/t I 0 -- cv r� --jCTr �. ' � cti Z . oma ZD CL = = M CwCDca W ^ cn o � < C:) Y C-) Ai3 TRACK L\ 'HTS- - 7FT SOFFIT AFF BFT FLUOR. STRIP TRANSI.U%FNT REFLECTOR �\ ® ® I ,op SRS ECC T 1 ON 1 A3 A19 i CA r� � 8 _ .� S Al / 1 / As \ L A. A13 ' /PJ 0 O - - _ Pt um ER cEi W4 A9 R -ACCESS Al 7 A7 UNDENCAB I NET 10, I I I I FL UORESCENTO K - ' STRIPS(3) SKYL !GHTS - 4-I X p =7 Fir-Till A! ! I :- .,a...- O W } CD cr) NO TE.' tJ) © O — - — cn cm LEGEND O ES WITH AN S INDICATE SECURITY LIGHTS � © p O t TO REMAIN ON AT ALL T I MES. CIRCUIT A39. O Z Z La FIXTURES W I TN A ' Q' INDICATE A QUARTZ RESTR II;E ca � �^ d AIR RETURN FIXTURE. Z p� J � ® AIR SUPPLY ALL EX l T AND EMERGENCY L 1 GHT I NG TO BE W 1 RED TO W Z 'Ln CIRCUIT A4f. Z oQv LAJ 2x4 FLUORESCENT FIXTURE NV W/HIGH EFFICIENCY FULL SPECTRUM LAMPS CD n CD N W S RECESSED FIXTURE (32W METAL HAL IDE) FAN/LIGHT "BROAN' MODEL HDBOL IT ILLUMINATED EXIT SIGN y L.tihP EMERGENCY EXIT LIGHTS LAW--r,,-y r,{��A ,R�� NOV 1996 RECESSED L I THON I A HID AH 25OW l 2AR-120 g lGIIE 1/8'-1'-0' r per CD/S8 - -----�+—— —_— —�_---� _—__ - da Y306EL o►�stri to, 011 IEZ� SEAO� smart HIJ1'97-0085 11321 SW Naeve St. 39 of 41 ��. f .:i.—.-.. , M.'11..�M•tlt}II�bY11r�M+• • } .lr+i _ � ... - ..r.,{/-. r ..•.Ff.Y•.wr M+MMApirl/�r Ip1fM+••M YP.r..inr,..... �..y....r..�.•.'r:y.,.ie►1.�..s�ll��l�". - 1 . IF THIS DOCUMENT IS LESS TprlI lI lI l � Jill 1 I 1I11 1�11_ 1�_l I I 1 _11�_1� I 1111 Tl 1LEGJBLE THAN THIS NOTATION, 51 1 IT IS DUE TO THE QUALITY OF '-Nr4nli..�..�M:f1/Fa...r f.i..Y.i�1�M1Y�tl.flwAnrw.w•s••Ma...'O�•�w�^^�'�-�� •-'I�r - - . ... No.�a /` `tel V • 1 THE ORIGINAL DOCUMENT. -- ----- ---- - — _-- ----- --- '--- — --- ---- t tI t ---^ 8--8--- L-- 9 9 1r E -T1111111JI I�une11�£ � 8 Z !! L L 9>J ! Z 6Z £�L >C�G ! IrT. 0;:; 8 i i L t 19T I �I ! 6rI 11 I 1 � � Tl TrTiIIIIIIIIII I �IIIII IIII (IIIIIIIIIIIIIII1111111111 IIII IIII IIII Illi IIII IIII IIIIIIIII1111 J11 R"s1QN c�y�`, tr ''+ :.•et -"t.¢: +V .j�fwwwA �[r`�t`T " - .- t`:'( .;E ` •I r. R"61045 A- p.� $IpyF1U x14 ti-pac-o(i tom! V •Tim Qmvonsm to wo 1-w A: 1Ri76 Pin": M66 INC, Pm*i 'A' p. 175QQ h Type; bud Mouf1t • 48 fKT C: 0 r A"j US AMP 6Np1Alm(Walwts). 34106 VON; 12IN340v 1 PH 1w 34%�ighting 31 H8 Ousw A40sum"t -3190 Total Amperes TOT4 rft ts►: 34171 ! 240 volts = 142 urns10AD mo NO N0. mvi Lwa MADE�llrLET I t/4ci g0 Nunsry L Irts 2 1 1 N"r' �qultas 0 _ 1225 Nur EWorrwns RRM +s 20 3 1225 _._ 900 4 20 Nur Ou1la6 900 S648t t RTCTHC FAULT 1085 Mena RRWbCla.sroom Lights 20 5 1085 900 8 20 NursMy 7utlsn 900 Q CURRENT: 1280 Claaomom 20 7 1290 900 8 20 Restroom his 900 VEMFY A.I.C. WITH SERVING __ — O p UTILITY WORE ORDERING 1200 0ma.l MS 20 9 1200 r 1080 10 20 Classroom ouWta 102 SOTCHGEAR 118 ► omc. 20 11 11/(S 720 12 20 Clamom Uutlsts _ 720 �'-- 980 mulb-P Roan 20 13 9b0 120 14 20 Cwproom ou&u 720 W �- 1000 Muld-Pwipowe Room20 15 1000 1080 _ 16 20 Cta"mw ouum _ 1080 � \ J TO 'END" OF BLDG FOR ` s FU'URE BACK FEED PROV SIGN -- - "C W 4-3SOMCM THNN CU 1000 Multi-P Room 20 17 1000 _ 1080 18 20 CMIIcs OutMds 1080 Z O 3 / 1- 2 CU GRD. 1- s Trw..x 20 19 1200 1080 20 20 _ Offlcs Dallas _ 1080 r� -- -- rs _ 20 21 1060 22 20 wtxk Room outwits 1080 TO UTILITY VAULT PER 120/206 spm r 20 23 1080 24 20 secreum l Rom Out*$ 1080 a � w 4�C UTILITY REOUIREMEN"S 600A MLD 1 —���- _ � Spero 20 25 720 28 20 lNuw-Pu� rpoa.Roan out�u 720 _J Z 300 SPACE 20 27 1080 28 20 P Room Oudds 1080 LO 200 P 20 29 1080 30 20 @ Room 0ukft 1080 � �--- SPACE � W O C� 3P 1000 P-19 HWH 20 31 1000 900 _ 32 2U Narrtnat OuNrls 900 > (n C� 300— SPACE 1000 P-19 HWH 20 33 1000 900 34 20 Nu,*AW OWW 900 J /2 CU GRD To BLDG STEEL 1000 P-19 HWH 20 35 1000 1000 36 20 1000 W r METAL WATER PIPING -r 1000 P-19 HWH 20 37 1000 38 201 lspwv 980 20 39 9130 40 20 s �-- � '^ d _ - 5/8 CL' C-AC GRD ROD L / SPACEE) 72" APART W/#4 500 Em«' 20 41 S00 42 20 • _ CU GRD � Z CA B E 2 1/2" C w/4-�/o CU THHN TOTALS. 3 8850 0 8640 87401 0 1- 8 CU GRD. --' SEE PANEL SCHED. FOR DETAIL + CIRCUIT REQUIREMENTS DESIGN/BUILD LOAD AND PANEL LAYOUT E1 V � • - 7 F O 1 O W Q — 4 m z � to p w w LO Q 3 O r7 c� r-, �� z I Of tL0 < w j w IY� Z 0 (.ry U Z w ti Pt `)AT" DEC 1996 Sc-k-L NIA N C DRAWN NSA z of Q FILE N/A SHEET OREGON 10, � E3- SE 3 sHF.ETS HUI'97-0085 I 1321 S W Naeve St. 40 of 41 . .......«.n. T.' ., ..�. _ .:...w.... -. .. .�..w. ..�.....,.,..•....�..�. �.yhrr.wr+nM/YM+•.N...M.�mJ •. Mw1. Y+rwMMlMwr � �pS y�.y�y I i - _.. a�R�• !r r J tl� ' qF.. wt tr-x. .....-.w.-- w!.+..:n. _ ... � m� �µ' I'.... r•'YMIIr_--�k.r r� _ R ..i ..t�--� ... _ .. - _. ti-.... .. J.:N..�'t' �' �M. F�Y.tMuw ...• r .. +YY.'w..-+r'.....s�.... -..r...)I.MtMn? Ny�1Mr.'.w s:MwMVMt M ♦y J�� �r:Y.�/.w,Y ._. �' ..tr.r.., .�,�.. ..�.:V�rf�i-.. ,_..a ... . ........."--.w.�.•+...�ss.�r-r..lt.. ..:w.—....sn..wM�.wM.... ... .a.._... ..,,....... '. 1F `THIP DOCUMENT IS LESS T71rr[,'jIII I llil1111t[I I I IJill III I11111 I IIII ! 1II1111111 I�IIIIlllllll I lll�lllllllllllllllllllllllll I ! IIIIIIIIII181 III I�IIT�111'✓111 1 l�rri111j111 1 1 illllllllllllll I�Illilll�llll) � LFGIBLF THAN THISNOTATION, �I �I tj +� f I !4 `--II k I II----6 • � Q �.�- ---—J�---� — w — £ 8II L I—I8I�IILIIII—III-GIIr�ILIIII1�II9II1IL—III—►VIII ZIIIIIII>IbI L�_�_�-�-���£��L�� — _-- — - --ll_I —�—I I � I I �INo.9eS�I ton►t� �-"ITT IS DUF TO THF QUALITY OF i} F ORIGIN/ I, DOCUMENT. Gi Oi I��[II�I8lIl I�IIHill, 111111111 "1111 JillII , 11111l q IIIIIIIIIIII VIII '•/ ' ,' .f,. •,'I~ I11r.f, i .IA'• jl J ', .•F ;' '. 1 ,' ', r.' ,. • t• ••l, I ,v• . , t • '►.. • a ,\ 't '.J • ♦ • 4 . v t t? REV 19100 •1 ''' a G/1 to /R7 r Ai LEGEND ALL UNITS ARE. 5 TON UNLESS OTHERW 1 SE L'� ��� - 5• APPROVED BY THE OWNER/ARCHITECT Lz0►•.1�= 100 CFM RATING 100 loci' Z — 0 RETURN EXTERIOR UNITS ARE COOLING CONDENSERS I N T ER I OP UNI TS ARE GAS FURNACES W 1 t H 0 SUPPLY FAN UNITS, COILS, FILTERS AND MAKE UP - v 10' DIADIAMETER OF DUCT - A / P SYSTEMS. LAYOUT BELOW IS SCHEMATIC ONLY, FOR AREA CALCULATIONS MECHANICAL I CAL CONTRACTOR TO PROVIDE FINAL 55 �� . CONTRACTOR TO DETERMINE SHOP DRAW I NGS AND SPECIFICATIONS AND ` Z Z a FINAL S1ZE AND SHAPE SUBMIT FOR APPROVAL TO THE OWNER AND ��-- ^�___�, ,•� ` w • c) Q DEVELOPER. �`.`' 10�� THERMOSTAT LOCA T 1 ON ALL DESIGNS AND INSTALLATIONS SHALL C:)•'' D � cc . FIRE/SMOKE DAMPER CONFORM TO THE UNI FORM MECHANICAL CODE __j6 AND CITY OF T I GA RD CODES AND REGULATIONS // - � FAN/LIGHT UNIT COORDINATE ALL WORIC WITH ELECTRICAL o CONTRACTOR TO ENSURE ADEQUATE ELECTRICAL , SERVICE IS A VA I LAftLE BEFORE ROUGH— I N .� C,3, CU — CONDENSER UNIT IS COMPLETE AND FJUNDA T I ONS ARE POURED. /y ♦ �— �; � z HF - HEATER/FAN UN 1 T COORDINATE WITH TRUSS DESIGNER TO ENSURE THAT TRUSSES ARE DESIGNED TO CARRY LOADS0� •f'�' CU v ti 11 \ OF ALL REQUIRED EQUIPMENT. - ' HF •1 r '1 PROVIDE ALL REOJ 1 RED FIRE DAMPERS AND ,% , `� i AT #100' F Y �. / AT +tGAFF �� COMBUSTIONAIR LOUVER F I RE/�MOKE ASSE.MBL I ES. CONSUL T W 1 TH WITH 19 DUCT CONTRACTOR To SIZE 0 OWNER TO DETERMINE APPROPRIATE SIZE AND ,!. ' �- / \ DONN MALL To / \ RETURN GRILL HF STYLE OF ALL REGISTERS AND GRILLS. / \� \ 2000CFM RETURN ;, . 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