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10360 SW 87TH AVENUE-2 t.�L-1 i.}• .. '.� �. K tV 1'1.1W"'f�lJl . .t,i14T:dlRi REVISIONS CIY 3 OCCUPANT LOA PROPOSED USE : DAYCARE CENTER - �. VN CLASSROOMS 3421 sf/20 = 171 BUILDING TYPE: GYMi 1500sf/ 15 = 100 OFFICE 544,41 100 = 5.44 OCCUPANCY CLASS: E-3 POOL J?Csf/50 6.4 DECK 376sf/15 = 25 ALLOWABLE SQUARE FOOTAGE: 9100 KIT./UTILITY 308sf/200 = 1 .54 ACTUAL SQUARE FOOTAGE: 8480 -- "- 309 EXIT WIDTH 309(0,2) = 61 .8" • / % • Fp 3%•+•Iaort vlvE S. W', MAPLELEAF' STREET,% 8 (R/W VACATED 78-182) / 179.21 ' t ' EE: leo lo' ELE. 1BOAU (BW) S89 42' 30"W I EIL I724a -f _ .. f • • wrw� r • �� • • �• • • Tom• • • �� • . �� • • �,"r, • • w�� • • �� •'.•�� . • ��� • • r• • • `� • �•1 W tLE 17900' t f r SIGHT OBSCURING 1 • + L'SI 0 DIM. FENCE 10'PEDESTRIAN CURB r' USE EASEMENT �� GARBAGE y r/ r' ,�• `\°' DUMPSTER h / ]Z r GATE 11 FO 1121 IRON PIyE • I DISTURBED � \ N 0 43' I 13 ]d I �'► W 3.66' ► 1 t FEA ` 1 • 40.0, I LE: 17890' ELE: 17921'(BW) y l 14 X2.1'-0' • Toz 45'-0• ROW. Z LTJ ]11o \ I I/ ire ` o f V _ FIR j OAK TO BE I In LL , / REMOVED ]L b W Z�r OAK/ VISION t EARAr�C�• �� ��r `,. i AREA •1 f / 1 ELE; 177.3 w � � 1 I + W cuR - f CURB / - B LANDSCAPE • 1-- O r I i 1: 177 (BW) 1� E E: 173.00' 1 I l N OAK x i f l0 n4 Ia m ww.t, .,h\u_•.••.,LAw 1 .J� �."."'�,.•'.."" ' I TO BE R OVED � ; J (• • f 1 1 • IN ICO U V E R ._._... _.... .. ; » 4 ' .,..w.• ..::.,� I I Gnta ly.i ( i:,•.n•.tM tl•.N. � I�hw�r;•.► '1 �_._�6,p, L.JJJ._...I-- --. _ .._ -----�' II � 30-0' /` r A • \ 1 ( Mn \ N ••rtwu•t - 1 _. 172, 1 �a•t•.ttt... -�L^ . 3 \ 111 Hw \\\ •1.1. x\ `` --------- CAMAS I LE: 177. (BW) # ELE.173.00' «�•,.. ., r u_,.1.. tf 1 l R \ 1 WASlIOUGAI E _,a•4 •.- !_ __�_ _ f CURB ntr ra ttr a.• 172.0 ` ( b'SIDEWALK w—I-1.U,w•. I 1 I• ! ""� , M•E,ti.rwr ` \ � �` � \ I� 'VISION LEARANGE�• AREA LANDSCAVE 1% h 2' / / ♦' / \ U HINT 11 1 ✓ ' �a.� Y 1 FOREST GROWS 5 /rw•w �I,t:af.• I' y„ 4 - �' •r� - - ..•.�. — -- -_ •, ,. Q V:1�• 0��11rL NO I !A I b h ' iL `r'HILLS6(DRO 7r r O rIHIIIUIF r bal L_ SIDEWALK OAK CLUSTER • Mw h._ .• Lun. - -_ FAIRVIEW km ln••uunn \�7`_^�j r 1 /�� (' VIII A(i! �5,.•.•p.yd .f 0 q • ,� Iwllr ft ryemw lohr`C•drr H i r "—MULf AI /f�+•', �' I I 0 TRE $ - 11 JL rt_ neeA•,IM I \ �;� TO HE RElA0vE0 5'-0HIGH SIGHT . 25'STA DARD BUFFER U BEAVERTON o !1 /OBSCURING I ( �� ' "••• 5'SIDEWALK NG FENCE / r / r e / O / l 1 % �INII• ' GRESHAM � \ , \ . \ , ♦ , \/ pp \ \ \ \ \ \ \ . . .r r .N•.rl•••vf - t-- I OOaI •mr _ ` Iid1•.•I Lh�m+ I • 106'-0' �r\r♦/\/\/♦r\/♦/\/\ ♦r\r\r � • ' .� 1 /. • /_ _ •' l 111 f•We@ •-_._1,r,.�..-.� � I � • � I / I / .• I / I / / / r r` ` I �„ � � ' L. AA•u ./ � err---- I l�'O' '�• N � \ \ ♦ ♦ \ ♦ ♦ ♦ ♦ \ ♦ .� 1 1•YYw M ••,nW 11 J \ \ \ \ . a \ \ \ \ wwwn^ I / / / , / / / / r . ,• 1:..•-,.. In.n••,wires\. lnl/b.vw , L`\ 0. \/ / / / / I I I �1•wu.,.d Y 1_ I L,,...d...•wl �:� (I • ` lcwwr. 1 1 •, �' 3.\� K.gwr /I �t' 1 nn.,..t..•w.N\ 1 � / < � ` 6'a• ,\r\/♦r`r`/`�.p` r ♦•ar\r I I L 1 � �+d• lC W ROPOSED DAYCARE 7 �i.wcr �__ Q � OAK �\\��.� I/\/`/`/`/♦/`/\/\ ♦/ \/\/\/ • tURBCU LAKE MILWAUKIE Ib,•.•,. , ,( N .) 6480 SF ` \ \ \ ♦ \ r \ \ \ \ 1700 �`' / :. ,,, ` S•L•,11. oswEGo' ,'... .. l ► I �, l•.•IA,I,vl ' }• "7 111•u/w,•w jjj� 1'w,•w• ' A, nl• , ! 1 I r ;a w.• .�,n..c i + tl,•.►,.,, r -� rp.w••.. FIR • 3LOUr♦ ♦ ♦ \ \ ♦ ♦ \ ♦ ♦ ♦ �.��. / EXST-rj t.•.•, i�� \ Iw. In 1 lilAI1511M1F' „ r E LE: 1�7 'PLAY ARE / � .Mnvnw•v.Ilwn• w. 1'w1 M„w 1.•...•..a.. l r - / .rl�• IQ LINIV 1\� 1 I I IF TREFS \ \ \ \ \ \ \ \ \ \ r Z ��- ��....•..,n I •\IrgAl..u.... ' 0 ESE REMOVED r\/ar\/°/♦/ar♦/ ar ° ,W�. /j \ ♦.♦ W %r ' _ OREGON CITY \ I•,,,L.I..d / / / , 1 I� 11,�„ •/ 31.Luno' rwdMwwl - 1'..r•.. \ ~ rli\r\r f I III/ SI•••ySl w•►pw, 1 __ `- ••,1..: � \ •rla..•i �' - d' i 1 I4,n11 t -"• O I -' rfEwfuRa vl.• _ allt.•1 /s , ' 1 / / / r / r / / / r Z. ` .1A 0 6•.i••i I I Wlben.11l• 1 A I Iwy 1-w,•w•, • I / �' / / / / I s / I I 5'CONC.WALK + i i •/ " I I ,,,, l $•/n VA ` 4'GATE 7,­dr•• 1 q•/ „�out ..,, ••.a•rw a»l+r L_._, -- •- 1 \ /�/•/•i j''7"Jf�•/•/�/'/•/'r'/•r•/'r'/'i iii / I / INoses/ \ \ \ \\ \ �\ \ \ \ \ ♦ , / I /\ ♦ ♦/♦ i ♦ \ \ f3 ^1 / r / / / / / / / / / / / r / r / r r r RAMP TO GRAD{ '7 •'CANUV ° p ♦ \ \ ♦ \ \ ♦ \ \ ♦ a \ \ a � •Y. uj T"/�/ / /fir / \ Ca u. • , , / / / r (TY�A.,`,\/\/\/\/\` /°'. ., r r\/\/aNOT TO EXCEED/\/`�\,`,\,`,\,\ f. � 1-- M \ ^ru•rdl• I ,A r / r n -------� / / r � / / / / ♦ / / / / r / t \ ♦ \ \ ♦ \ \ \ OAK Nd ' Inl.•,•I•r -lJ� A r••"-•\ VI OAltl. \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ ♦ \ \ \'♦'\•♦ \ \ ♦ \ \ \ \ ♦ \ \/\/\r\/\/\' \ \ \ \ \ \ \ \ 3, 'CI u•yw•y L'-� M..wga t.w,.m —\ 111, LIw„1 iq I / / i / / r / / r r / / / / r r / r / / e / / / r / r / / r / / / / r / / / . �� � Iw_•e...p •'a,f� . „y---_, 0 ' m / /a/a/ara/ara/a/�/°/\r�/a/a/a/arararara/♦/°/\/°/ar\/\/°/°.•\/ / / •••••'•'''• r / / / / r / / / / ,Cray\/♦/\/\/\ / r\ \ \ \ ♦ \ \ \ \ \ \ ♦ \ \ \ \ \ \ ♦ ♦ \ . ,C. ::WATER FILTEIL uL•.f' �enr tMl” r I ♦ \ \ \ ♦ ♦ ♦ \ ♦ ♦ ♦ \ \ \ \ ♦ ♦ ♦ ♦ ♦ \ ♦ ♦ \ \ \ ♦ \ POND I i \ \ ♦ ♦ \/♦/\/\/♦/\r\/\/\/\/\/♦ ♦ ♦ ♦ ♦ \ \ 1 . ♦ \ ♦ \ \ \ ♦ \ ♦ I ♦ ♦ ♦ ♦ \•OA �LUSlf�1,r;/-/ /ar♦/\/\r\r /\.♦,\r\ - VILLE Q 1►„li.} L.Ir..r pe.wd�l A I / / / / / / / / / r / / / „ r / , r , , , / . PLAY AREA / 111u1 • ARrxMbwq •A4duw fl.y6tn• ti 1 / r r / / / / / / / / / / / / / / / r / r / / / i'/\/ r\/ r,r,r /,/ �\/♦ ♦ ♦ ♦ \ ♦ ♦ \ ♦ ♦ \ \.L1 a 1 \ •. ♦ a \ a ♦ ♦ ♦ ♦ ♦/ar♦/s/a/\/a�\r\/\�\/\/♦ r�aaaaa ♦ \ ♦ ♦ \ \ \ \ 1,._ 1 . \ ,/_M.1. ! Ilw•ly._ /♦/\r\r\/\/ r♦r\r♦r\r\r\rar\r\/ / / r•♦ r ♦ ♦ r / / r / / r / / / r / / r �ti. L ��)"A % \ \/ \ ` �' .l,-.` / /.I / / ♦ / ♦ / / ♦•/ / / / r / / / / I / / ra/art/a/♦/\/\/a/\/ar♦/\/t'r\/\/\r\r\rar /♦/°/a% r 14AbaA r.-•-�� • • "� • • 1� ' / -�1 ' IN•1•u•�Ilhmu.A4N• Ln•ha l:•n,r �\ f rELE: •Newly I 173.50' � ,,.,••�.,•,.,.�,,,, WI•bL 11111 r • �y•,•,I,f,l,•,1 1 1 11 �5 WL.•.,,••, , 'y 179.21 S89 2 30 W-----�. ELE: 169.OC L.L,v11,,,. '�' r M.•wlw••r•Iw•1 ELE: 175.10'( W) 1r�5'-0•HIGH SIGHT 1 • ,•,•,. r r �\ OBSCURING FENCE '. 1;1;,';x;• ,� + Q� n 1 1 i I ,,r• M►i•,rnwn 1 , •I I IEAN-TO ATTACIQd, '.'SHED ;'i' � , ":SHED l5 Well , IIw•rlf►.Gyne, I % TO EXISTING GARq�, i': PIS It nfwl}rb� „lewlr•W 1 '• 71 111-40.11 ,1 _ BURNMOIALIA fl Iw11 BURN DIINI ) YuJe• JAwA, , - 14n•d h1eM'�'\ ��r..w� ►.eYN J S�I.,..,,w,� 6111 ��r`' � /�)'S• twl.w,n.' � I �' � I ��/•�J 1......� 11^1•r..r11 `WI••nfl.w Cw•v i•wl t:•r per,•• _._. ' \`� t � / I r�i �Ir/ \ •e ,'n w Gkwlndlny, PLOT FLAN ”. ......3 a� • ' w ........... i ��In:. _e�1„ SCALE: 1 " = 20'_011 �o; ,,.1,r: _ $ e Isa' to:FOI,nW... .. f' ... ... ..........................I ; An�,rh.,.,,. . l Job Add(' 13. v/ V I C I N ITY MA Date c1U t't`• Y � �APpQ �•,I,�/ Scale LOT 1 ,, BLOCK 38, METZER ACRE TRACTS �', ► yl" �` !„�'�l Drawn TAX LOT 2000 NE 1 /4, S3 5,T 1 S, R 1 W. WASHINGTON COUNTY, OR Job tR !J Sheet 0360 SW 87th ,• 1 8UP 98.02PA 1 of i 8 . .1 1'G'•y, , 6UP W-043:! I L` n. 1,'�; :�1 { •J :r>t so MM/TlOONNO. f000/1Cl[AIIMIfIT• / Of 9 Sheets rte IF THIS NOTICE APPEARS CLFARER THAN THE MM a DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. W� 8 MICROFILMED I , � i REVISIONS 8Y 0 0 $ o O N / o b ^In EXISI WG CATCH BASW S. W. MAPLELEAF STREET i RIM. 17162' 181.00" ��4 ,�` (R/W VACATED 78-182) i INV 167.37 u7 r 3%SLOPE LF: 180 10 ELE: 180 40'(6W) ,'� 179.211 ' " 180.00' ------. _._.._.._. �_. , / . - - 00 ...n_ . • __. • .�:._ • • __ • • • • -•.•.. • • • . T " • _ . • • • „_.58942. OW ELE. 1/2;0' ELE: 179.00' 3 • • �� I 178.00' __._._, _— �- • SEMENTN CURB 151YY1 li USEEA • I `III �!6 SLOPE _ -_. __.. I I /. '.17�o' n.•ar I 178.00 .-.. . O , Z 177.00' -__ MIE ! o 0 t -� (BW) i I{ R I ' 178.00' _— ----- _. ` — Z%SLOFE W >� f 5'o• R.O.W. '•� 17,1.00" TE:GRADE FLE.IN VISION ~ A�h -0 ' I a LEARANCE AREA NOT TO in W GEED 3'-0' ABOVE ELE oo' CATCH BA - I TOP 174.80' ELE: 177.3 17300' - i 173 CURB o - - -- ------------ INVERT 172.80' ELE' 00' CURB 12"CONC.%FE (75, j t 17;.0 /. 172.00' -- - - ._ .- - - — • RIM- 170.00' IN 16800' • / 171.80• 171 00' �• ELE: 1770LIIBW) J - ELE: 173.00' ,••'• 87th AVENUE - - I s'BIDE 1 1 . , - WALK cuae cur S. W. oP , I F" '• ' CURB 170.U' .172 HORIZONTAL SCALE: 1"-20' _.. ti SIDEWALK I I 1 oo o 1 I VERTICAL SCALE: 1/2"=1'-0" I : :- •;,' 17j.0' % w •6'SIDEWALK 3.496' • 1 1 17'-0• S'-0'� ' I 0/ ` I �� I I � 3 _ 108'-0• I �i � N `'` Q CL � 3 � i I/8' ,�W TE INE ` ��� � • I r ROPOSED DAYCARE •iTi-- - - 1a'-0y � 1'-0• \ e•PVC 1 \ \\4 8 0 3\ 90'q 1.5291, L 15.0-1 _. _ I Cn �, 6 4 a 0 5 F ' ' WETLANDIn ! 3 I I — I II I III 4.1 SLOPE NEW PAV:MENT lWE --�► I I 1 Et : 1 73 00' I 5'-5•J ; -- ( • I / 6 RAIN DRAIN I O `iy'III I EIII MUG.MANHOLE 4'-PVC SEWER LINE+_� Q . 2 1/2'PAVEMENT ( T I O III 5-0•� AIM 1176.32' / / N I t.�.11 TOP OF POND AVG. ELEV. x168.38' .a SLOPE FIL LINE 168 51'(W) 80(OF POND I I O {..L■ CURL AS PER CITY OF TKiARD FLOW LINE 166 61'(OUi) � ELEV .16663 SIDEWALK • S'CONC.WALK ,' 4'GA71 :FOREBAr; 4"ADS SCREW IN _ -- ' - - w. j I __ J . I O S'rS' RAMP TO GRADE TOP OF POND AVG. 12'COMP TED GRAVEL r O LANDING ITYP) ELEV.- 160 38' CLEANOUT �` I I J METAL GRATE CUT LINE I I� O NOT TO EXCEED 0.3]% ::::: I ' I N / BOTTOM OF••POND 3e m I ( : w \ IIIb EXIST WG PAVEMENT AREA I I ORIFICE ■ 2.7" �, II Iro'1 M PLAY AREAq°E SEE DETAIL I 1 I :I B"PVC(45')1.1.4 � III BOTTOM OF POND AVG. ELEV. x166.38' ; • oonn 4:1 SLOPE ` CJS 1/2 CY- 3/4 TYPICAL SECTION THRU S.W. 87th AVENUE j - =•• — •• ---,•• - —• ELE: 1 900 I ATC.BASIN " DS DRAIN ROCK S89 42 30 W 179.21 ELEv 16613' 4 A -� " 1 TOP.174.80' ELE: 173. / ,�' , � " � 80T OF POND ' 2 WEEPHOLE I INVERT 172.80% LE: 175.1a(BW) // \ 5'o'MK;HSK;Hi `��-- I OBSCURING FENCE DRY DETENTK)N POND) 41116 8"PVC Q I_ LEAN-TO ATTACHED :EXSI;ING: �� EXISTING CATCH BASIN 3 � TO EXISTING GARAGE; ;SHED RIM•189.06' OUT BOTTOM OF POND AREA IN FLOOD PLAIN = 410 SF tii i ® f OVERFLOW -_ 2''°" TOP OF POND AREA IN FLOOD PLAIN = 700 SF i/ FLOOD PLAIN ELEVATION = 169.00' I 6to AVERAGE POND AREA IN FLOOD PLAIN = 555 SF 3,_011 Ll.l W 1 .6' ( 555) / 27 = 33 CY uj Z W � I 33 CY OF EXCAVATED MATERIAL u DRAINAGE & GRADING PLAN 11-' DRY POND OUTFLOW DEVICE TO BE REMOVED @ POND IN FLOOD PLAIN 0 NOTE: THE CONVEYANCE CAPABILITY OF THE SCALE: 1 EE = 20'-0" < 100-YEAR FLOOD PLAIN WILL NOT BE ADVERSELY AFFECTED BY THE PROPOSED GRADING IMPERVIOUS AREA = 13,665 SF 1 LANDSCAPE/PLAY AREA = 23,415 SF TOTAL AREA = 379090 SF INFLOW 6"ROCK �. ,�. SECONDARY BERM 4:1 SLOPE �''•�•' �I`,•�11�'� ' (f� ELEV. - 167.13' III (I Y Q _ IIIII��I _ O FOREBAY ELEV. 166.63' PAVEMENT BM 36 OSHA BC ELEV. 166.1 3' I I OVER - BASiS OF ELEVA•KN1 x FLOW S.W.CONCRETE BOX CULVERT UJ 2%SLOPE {(� �:•••::•:•::••:•'•:•.:•.:• � W OF MALL 100'N OAK INT. I I I I N4's FIOR12.112"0,C. ELEV. 169.70 O AVG. ELEV. ■ OUTFLOW 1 66.38' FLOW LINE 84's VERT.• 18"O C. r� 166.00' L•OVC .. 2-04'S IN F1 NG. S• 6• 15• , Date Scale Drawn SECTION THRU DRY DETENTION POND RETAINING WALL DETAIL LOT 1 , BLOCK 38, METZER ACRE TRACTS ---- NOT TO SCALE TAX LOT 2000 - NE 1 /4, S35,T1 S, R1 W. Job WASHINGTON COUNTY, OR Sheet 10380,5W 87th 2 of 18 BUP 9f•-0288 SUP 911.0432 s•A 71 MI/ITED ON fm-low"CLlA11MIM° Of 9 Sheets IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. (XT 8 1m ICROFILMED I 1 • I I ; REVISIONS BY EROSION CONTROL NOTES /1) CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION GENERAL NOTES: ,, CONTROL DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE 1.) EXCAVATE IN BUILDING ZONE MIN C.a BELOW FINISHED FLOOR "EROSION CON IROL PLANS TECF,NICAL GUIDANCE HANDBOOK' ESC ( ) 2.) SWALE AND DRAIN STORM WATER AWAY FROM ALL BUILDINGS. ' DATED JANIJ ARY, 1991. f 3.) ALL ROOF DRAINS SHALL TIE INTO STORM SEWER LATERALS PROVIDED. � 2) APPROVAL OF THIS ER ISION/SEDIMENTATION CONTROL (ESC) PLAN DOES • NOT CONSTITUTE AN PROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE ANU i.00A'TJON OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES. UTILITIES, ETC.) I , 3) THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC I� I ' FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL � 7�•2� ' � ,' � ,1 i . . .�� . • �� • • �..� • . �•,� . • �.� • • ��� • • .•�..• . • �� . • r���f rte• . . �. . .�.�,. . • �� . . . . r ..�� . . �� CONSTRUCTION IS COMPLETED AND APPROVED BY � .r VEGETATION/LANDSCAPING IS ESTABLISHED. 4) THE ESC FACILII?ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND .SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. Radius . 25' Yh ! !/ ' 3) THE ESC FACILITIES SHOWN THIS PLAN ARE THE MINIMUM a.at t u Run w a•- wt«,. oroylf �,� I I I \ �• ! • REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE ad. R rood ed ( , I I CONSTRUCTION PERIOD, rum. i THESE ESC FACILITIES SHALL BE UPGRADED AS eY�pe• Oe Rewired peps Prow. FSM Width , NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT ° ^grese AND SEDIMENT--LADEN WATER DO NOT LEAVE THE SITE. Y • / / 6) THE ESC FACILITIES SHALL BE. INSPECTED DAILY BY THE 1T2 / W APPLICANT/CON ACTOR AND MAINTAINED AS NECESSARY TO ENSURE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE THEIR CONTINUED FUNCTIONING. � . 7) THE ESC FACILITIES ON INACTIVE SI 11 IN TALL TEMP. GRAVEL IES SHALL BE INSPECTED AND � ( z � I CONSTRUCTION ENTRANCE l� MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS I I � / � � ��` I FOLLOWING A STORM EVENT. ( L1J I 8) AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO � I + � i i / �! / I I ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND ( INSTALL TEMP. �RA � • N CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE Q VEL CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO ( INLET BARRIER (TYP.) THE DOWNSTREAM SYST`M. I 3) STABILIZED GRAVEL CONSTRUCTION ENTRANCES SH INSTALLED AT4J THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION 9e• mti, OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE Runoff !Yater with� T=' Min. Depth) � J THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE Sedh,ent PROJECT. •, .. / s.am«,t Frtered Wee r wire 10) STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED water e. Too I z UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE- I ESTABLISHED. GRAVEL de ihleRE MESH INLET BARRIER 1 \ 11 00) PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY 0 • I AS POSSIBLE. ( ,, ` \ 12) WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER TIGHT TRUCKS W SHALL BE USED OR LOADS SHALL BE REQUIRED TO DRAIN UNTIL DRIPPAGE HAS IN , BEEN REDUCED TO LESS THAN ONE GALLON PER HOUR BEFORE LEAVING THE SITE. • 13) SEDIMENT FENCE ON PERIMETER OF SITE TO BE IN PLACE PRIOR TO EXCAVATION. Z 0 I I a r I • ) 3 / ,. filler fabric mol«1d 30' wide rope. (n UN staples or wire rMOe to 011och 2. by I' by 14 qe, rte labrle wire. abrlc or Duly. VEGETATIVE COVER DESIGN CRITERIAr 4r I� i ! , n A. GRASS COVER MEASURES MUST ®E FULLY ESTABLISHED 8Y NOVEMBER 1 � UI- I11- I ,/• - � (.J OR OTHER COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS _ r-r COVERAGE IS ACHIEVED. TO ESITABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING j EROSION BY NOVEM3ER i, IT IS (RECOMMENDED THAT SEEDING AND MULCHING OCCUR r.,,.•.....w" ,. ' BY SEPTEMBER 1. tome ..t. •e+•�•�•�- •tee I � ` 140% 11M saTTalt OF IILTIR YATMAl 1 / B. HYDROMULCH S,yALL 8E APPLIED WITH GRASS SEED AT A. RATE OF 2000 L8./ACRE. ON � r er a• »o1a i' _ _ __ • •� SLOPES STEEPER THAN 10 PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A Fyfe !dark I i BONDING AGENT (TACKIFlER). APPLICATION RATE AND METHODOLGY TO BE IN : _ .• : _ ACCORDANCE WITH SEED SUPPLIER RECOMMENDATIONS. r••'•'r 14 w :•t• •. •,•••.• �� wtw%6r*K '��i���'�i�i�i�i • :��i�i�i�i�i�i r-c � r o• I / C. DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE .,,, HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY � � / �• ••••.+. .• WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.) e+•�--1' - m I / �" Uj 1 D. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. � / SEDIMENT FENCE DETAILS `\ Z SEDIMENT FENCE (TYP.)� INSTALL TEMPORARY U j f I E. SOIL PREPARATION — TOP SOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, IF AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED r W THAT SLOPES BE ROUGHENED BEFORE SEEDING TO PROVIDE MORE STABLE SITES FOR I SEED t0 REST. > F. SEEDING — RECOMMENDED EROSION CONI GRASS SEED MIXES ARE AS FOLLOWS. I SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF I Q APPROVED BY JURISDICTION. 1. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): EROSION CONTROLPLAN � DWARF PERENNIAL RYEGRASS, BOX BY WEIGHT CREEPING RED FESCUE, 20X BY WEIGHT APPLICATION RATE: 100 POUNDS MINIMUM PER .ACRE SCALE. 1 " = 20'-011 2. STANDARD HEIGHT GRASS MIX ANNUAL RYEGRASS, 40% BY WEIGHT co TURF-TYPE FESCUE, 60X BY WEIGHT APPLICATION RATE: 100 POUNDS MINIMUM PER. ACRE G. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S 0 RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND 0 WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZER. H. NETTING AND ANCHORS, AS NEEDED - FOR DISTURBED AREAS ON SLOPES AND IN `-LI W DITCHES/SWALES, BIODEGRADABLE NETTING, OR JUTE IS DESIRABLE AND MAY BE USED M INSTEAD OF BONDING AGENTS TO PROVIDE A STABLE AREA FOR SEEDING. NET7ING _I 0 SHOULD BE ANCHORED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. r•— I. WATERING — SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY WATER AS NEEDED, ESPFCIALLY IN ABNORMALLY HOT OR DRY WEATHER , OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT CAUSING RUNOFF. J. RE—SEEDING — AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TC; PREVENT Gate EROSION SHALL BE RE—SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. Scale Drawn r� �� 1 'l' •1 �1 '�� e { Job 10380 SW 87th 3 of 18 BUP 98-0288 '�`; , ',•� Sheet S3 '•,.,� � Jl 98-0432 t. . •• N R Ile IIIINT�D ON Me.100011 CtLwl,HtawT• Of 9 sheets IF THIS NOTICE APPEARS CLEARER THAN THE 9 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. OCT MICROFILMED 7 t s. yy yy w .M .+^wC:y`,iilfl� } `f"3.^.''ti,P.: lei v,.',.wY:• .„L•. u R'&s. A.0 SK PLANS FINISH OMD[ OR GRAN • PWISH AAL SEE PLANS FINISH 48AN DABS 6 / SEE H>AATt � FIIAME DETALS (Ci CM.Y.) AND RITI11Jc`�tWE TITS. MM LOOW T FRJUL DETALS (GS. ONLY.) AND SiRtJCTUIK 1YMt fIR ULt" PATCH l W1CH EAST PH#. THIOIS, r FIN SEE NNE 15 EI1S'N ASPHALT "I" ERSNNG A WT ----�- CONC�IEIE SINif�il,E _ AL IL • • • L N P IN ►A1 111 OR GRMUM �� .°" ......_. _ (Gtr OIIffimmmuuuumr Y. ► - SGS ONLY.) -- • JAZAT • Off PLAKi FOR 4' �++-� . PIPE DATA 6U • MAJO O• Pr[ OWWO INCREASER• • aR oo�ouID DOW elm. � • ,• EN�S11iC HE �-,7676 MRE7E>f • RY' a •' oycNn�ac � :� I� c�c � FOR WA it OR it W-0 Own immmea sIm LID Rooro W TRA/PIC AREA � • • • L , SEE NOTE TRENCH WD SEE ND1ON E� OR Mlll at CgllpOliFp n 4• DRAW PIPE • 4• DRAW PM . . �c • oENsar _ _ • S• MSL • • i. CUTS IN ,•,C. PAVIAIFM SHALL BE WIDE WITH SPADE HYPE : 1-10of av PAVDIENT BREAKER, SPADE TIPPED DROP HANIER, CUTTING WHEEL, R_, SECTION A-A SECTION A—A CONCRETE SAW OR OTHER APPROI�D METHOD. WTETttvITTENT VA 4 PUNCT NG WITH A POINTED JACK fMER WILL NOT BE PERMITTED. Mrm Box ./ 12 QA OOT�Potie 2. CUTS IN P.C.C. PAVEMENT SHALL BE WIDE WITH A CONCRETE SAW'. '-', OP TUBING K R�PPa1 TURISHo a""ie�$'u yam► 3. 1'-0 CRUSHED AGGREGATE WHY BE SUBSTITUTED FOR 3/�-O. lim „ O11„n 1-,ft on 2' MKJNaT�IioN fiOP Ou�►w 4. PAVEMENT W WIDTH SHALL BE: TRENCH WIDTH PLUS G , P.. JOINTC 1 aw Ol MAWFloIIY COASTED SADDLE ./STAWLIIS E NOTA NO. 4 OOAW 11 INCHES ON EACH SIDE FOR CONTROLLED DEN511Y BACKFILL, AND "n SANDS (GG *WADS) >. L TT ENQ A'DTH PLUS 18 INCHES ON EACH SIDE FOR ROCK BACKFLL 1-1/2 AND 2” METER & DOUBLE CHECK ASSEMBLY i +� 5. PAVENE,'�t' REPLACENEr1T TFN(x(FES'S SHALL BE AS SHOWN ABOVE H'•T: ' A A FOR ROCK TRENCH BSC 01L, FOR CONTROLLED DDNSITY TRENCH N T BA',�(flll, PAVEMENT REPUICEIIENf THICKNESS Stall BE AS FOLLOWS: I.) SIX SECTION bX&O2 OF CONSINI CRICA S'[CIMA110ft - 7► •; �'— --� L) NO SCLDOED JOWS ON PC1t11CH S[1Irt�91 WATER MAIN _ aR1rHo SM001HH FINISH SIITEET CUISSIMTION AHA METS11 SII - ON SEAPM SWAM /76 ARTERUI. COLLECTOR LOCAL � � 7^76 7�r . L)NO M EXR ON PRIVAN PROF[R'1Y SUM EASEMINT. L _� TIT. PORTLAN CEMENT CONCRE'1E �' P.C.C. r P.C.C. �' P.C.C. �) 1wD M� .oma �� !-- AC. OVER P.C.pC�.� �r' AC. �r AC. A.C. I Tom— 7n• T,4 ASPtTALT OONCREIO 1 AC. T L. AC. a) AT TNS OF SWOUAIM SFT1111 MUST SE ADA M no * 7�� �7�. = 17' LAY LOWIN WORK COI NWM R01N SLOES OF MEWL IlQ1iR � 1. PMI(: CAN HME RAM W ANY WAIL 4µm TOR ONCAM GRATE FRAME DETAILS FOR TYPICAL PATCH FOR FLEXIBLE PAVEMENT 4. 10)COMITAUCTCA'°1Af°N � HYDE 1, TYPE 2. & C.B.C.o GRATE DETAIL �.tiLANOUT - REPLACE GRATE MnH L'-a R/ ( CAST RRON H♦H)CAST s1Ea ) X r-LI 1 SRttg1 PLAT[ S/M TNxSL OAIIR (CAST RRdH OR CAST ST[IQ,) N.T.S. 1'OFA Uhf NOIt NEAR ORppDO OF PLA/C L�1 WARP PAWN AS NHDMH TO FORS LOCK 004WM ON NOTES; 1. ALLI CASTINGS �34 ON�AASHO M TRX CLASS 70) FOR CAST STEEL i RQMOlAAvH0 M 106) FUR GRAY � TAPERS AND OTHER M WOR MOD/1CA�S TO 8HE LENSONS SHOWN FOR CASlbM MAY WE MADE TO CONFORM TO COMMON am PRACROM 1 ORATES AND FRAMES MAY K OF CAST OR UELOW CON:IRJC'RMi, AT Tilt CONTRACTORS OPTION. t. ST[1Z FOR SETDIa ORATE !FRAME SIAIL K ASTM A-7 OR ASM A-771 STANDARD TYPE 1 CATCH BASIN & CATCH BASIN CLEANOUT DETAIL -KT.S.- MOLM Um" OTIHE"m SEE T11PIR:AL SIRQT SIT TYPIC.� ►AdpKIT Dr'o sy Doom.. COWIMUC11001 PATO}I OETALS TOM PAVOW gF R Y STU C.a FRMS L COVER f_ FOtMATION STASI=7M POUIOADON STAKIZANON t-FOUMAT10N STASIM11011 I AS DRIIECTIM NY DiONEER AS DCIS NY DMMHEDI AS OftC1ED Irr Di0R1EE1t I DATIVE RACKFILL GRANULAR BACKFILL CONTROL7RENGH PAY Jim LED DENSITY CONTAIM OWTY UZOU SNAU. K Siff QF PIPE PAY IMRIDTH QLIBENCH IMI)N ALL MR. PA%0 I off i IF Oa "C oNc an HCE a TE FaoIr - 24* O� DI 0MACU 1 PIU! LS• 1/8 GENA � n' - 3 • ouTEloc D1Arsta PLIC z.• �. o qVAC �W )r an Icy 42' ME'i LARM71 OUTSET[ DIAMM FLUB IDI' Z 1ro1N 1S :!' 011 li'a I TRE)KW LENOTIH 12 b0' OR U-M k VYE A.C. \ OOWa1 OR ' 1 1 OONQ MORTAR APPROVIED GRAISAM MAN"- ��/�.� /✓ � DONOW COMMON an OOMMM Olt CC " FBoom RAOff1L OAMILLGa 24* CONCRETE 0. PlEG-70 — — N[OFfM OR MASTIC r. 1/401'-0 (� }•,O / >. SMOOTH S COMPRESSION SEAL LUMP SSM CONCRETE3000 PS ' ; :.:t cxllRs+m p�m '�� + AILPR[cAST DR PAY UNITS t• ENDS ROC: � ROCK � K /MOF, PIK LA WRTN CORi ORRL ALL TA CLEANOUT DETAIL RNl[T PIPE CL6SS 'B: -CLBS5 C:. d N.T.S. CONCRETE CRADLE GRANULAR FOUNDI47M GRANULAR FOUNDATION LI-2u.d Li 1.S - Lt-1.5 4- DRAIN �� WATERTIIONT—010ff ALL JOINA s • • 7 lIMCTH 9 . OUT= OIAMt1S71 d " MAtDlI of snvm REL OE MAMNAL�� SKS C COMMON PIPE D .11 •� < L!' !SMAU.SR 1001m enac►u ,IR' - ar r 1') Two II[ IN1'°IMO�ooAN AND M1Aw1Ea' SEDOISAND p :.•r,�.... .�,, <` ,; 4!• !LARG91 fir r OF SALEM Dcl10N STANDAMS AND ,,,;.: �� OONSIIMJCTJpH tPttrlcJ►11oNl. ' 1) ALL 0=111M SHALL SE DY THE o ORNEQ VAN" TREULIH 3TAMZA'.M SULL K PLACM MW To PLA09k NT 5000 P.RI 7W SEDON& SOF, !a r 0&1 ARE OQ'ENOENT ON S) I r MAMM PM[ SAX • •. .' , 4)Poul M PLACE M!E Ala RMgIE MILL 1HOLSLI I'm mm ON OTHER MA TIS{ i.L: THAN ! PMtSt WTOISiCT tIRUOMI[ 11tiHLf1 SiIALL K OVER ENCAVAM AMI OF S• i THE� w1N MATERIAL AS OM I " NY ROUND CLEANOUT LEARNING A S I� I IV G T @MOSq��OAQOLL MAXIIIALS WPM Zt MAL R E E CLASS `'` D /A Y SCHOOL K OdM*ACRD AS /PGOf�!p NSOR 1p RACIOR,1,Nr N.T.S. $.0� p0S-R SAND BEDDING THE KmA* EII OF M vee COMMON BEDDING 1 + L..-1.0 , SCAL U: APP"VED MY: DRAWN PIPE BEDQINGET QAILS ATE: NY 1376 q_1p 96 RNHSE� 10360 SW 87th 4 OfI8BUP 0360 SW 67th BUP%-0462R!.; TIGARD OREQON M R IG MIBTtD ON 710 iH10lIM CLlAH1Mt1rt• mom94 of 9 IF THIS 140TICE APPEA ks CLEA4EER THAN".11,1E DOCUMENT,THE DOCUMEM'T IS OF MARGINAL.QUALITY. OST 8 MICROFILMED 1 e t _. .....— �',•� a (. f 51 res or tai--4:xjr-jrJ Ej L L1 T;�_ � I C I 7wM �- IX • Y t13uFzrJ V� -nN��� �1_'� v Not oT,-E)�4uu�N r1 I�AND�1J Ly. f - 1 N XW V,tJ A �GtAt;`�rK 'Mcg N P►`( V15 lo 1-/ M IVA CTI 1 Y' �Ut2t`.S`s n v 15 u r-114 0 1-1 Reo TWjL, ' ';,�� � � - -,�•'��� •,�' ` Euor�Y11ou s aL.�T�• v1N� rW P�..t ) .-- C-1 Awry 12m)1n11 _ Cj► '__ � /• __ '�LU�T�1Z I• Moo" grkY, 011(.4 ,� J.j L A u M m t_-_ SSE �l.OW Lj I bANtall .1— RUPfk.ur� t'T V uJYKE1 j' I.-A-U KX-r I " �I I!-�X GiZE1JArA FAG 1 L-1-T-Y SLAY rC� L-A_)%' <e>,j W ARE. A A I � 1 ARS. �Rt-'li�b N L.a•No 5c1.r-� 1�u.N �,y Liz �UDV1rNlgty `7 Ie, /9V �APAtJ� E EA f- �' �li GfT`( OF -riAARD D V L-A N 7>SC AT r— M ra Mt'., I N C I y the _ • I 1 AV- � __ -1�----lie-- )c _�._.._� . -.�„_.__�Ic— �Mr•--•--- 1�.-----�---lE.,-.�= �.�•. _ _ . ._.._ - � �,,�.!ti..,, � � _ 5 O' S r H (-1•T `I t Fix c 4A-A� 'Ga AIT`( N V tSyT A IA 151-1 C..�:•C"�U1•ctNC;a F-LNGt BIa.GW Fo > xN i r7LWw«' 1�1rE Eo1k Exl NAtJD1r1A DoME7TIU !�E D l-•d�El... � 10360SW871H 8of18 fy<)STK=iAN T'Irjer - SUP 96-U268 BUP 96.0432 of 9 IF THIS NOTICE APPEARS CLEARER THAN THE M 9 DOCUMENT,THE DOCUM',NT 1S OF MARGINAL QUALITY. 11~T la • MICROFILMED Y _ Y �I ,.,y 1 1 XB BARGE b _ �uniuunuiuuwuuunmiu L 25 YEAR ARCN, COMP. ROOF FASCIA BOARDS - - T ~ AY SCHOO S/4'X4"CORNER BOARDS T&G SIDING WIT" 3" 7 5/4"X 4" _-- - — - —M'- - - - =_ -_ ___ VERTICAL GROOVE 1/2" PANEL 0 WINDOWS. ` TRIM (TYP.) 2 F R O N T E L E VAT 1 0 N L E F T E L E V A T I O N _ SCALE : 1/ "_ '- " e 1 0 SCALE : 1/8"=1'-0" DECORATIVE PANEL "K"STYLE GUTTER 11Z V�, 3 B A C K E L E V A T I O N 4 R I G H T E L E V ATI 0 N SCALE : 1/8"=1'-0" SCALE : 1/8"=1'-0" .fw e.w.t. esw m"mr?0" .IO►10�-- .,0 �7'1 Q raeK rtm r,lP`"fe Neo ■ �'� 'OI ,L✓— {P17 ` � ��`_ eK.11./Y A D A rN-ACCC3f_9C ■ .1c-p—0P-21'- ' I -- REQJIREMENTS _ e.ae s elegy 24 nns a oR2o-rc E3,U GUS R.4M P W� I ale - . WARNING �n (y (b) 36 I*." wnd s!w Floor spm54 still 915 ---rte36wrn »70 WHUL 5TOPJacv Tyr 12 42 mm 12 OIMII 12it jIj N11fl !/ , jos IOU idled >os wS wi u ,�\ paper Hp �� 4 PAI��D �I�� / 30oneself 30men no!fn ^ • d too ImintsmZ z` v - ..............Ae.•\ 41 S I a�aa Map salt wap FIGURE 31—LAVATORY CLEARANCES ................... «................. FIGURE 1f--0 RAs tARt AT WATER CLOSETS �r(y wit-In — FilrMab or Coder Fountain at Cooler VAN �cGEsslf3l.E 17mIn 6--oll S`1"ANDARD PAGE 4!0 ............. ...... 1 FIGURE 27--DRINKING FOUI!TAINS AND NATER COOLERS . e :leer — -- 51N �L� „ "M” 4 ACcF-551f5Le PAIEK 146 SpAGF, 15 Pp-,o"t;et?, rr5HALL bE 1 44� bL'sl�r��.TEp' Vp.N�+�ES�1t3L6; AWJ 5HAL1. AAVI; AH Adt2rrIoNAL. -51" (olz2c -42'v) Ma�'14fir-`77 ��l.ot�l -n49 5T6,Nba►�zb 5P �AW�11�1G 4Slntn 6IG4Cok2o-GAJ. REVISED VA"-Acer P-591BLE 6PAG►, cM M usw gY ^WY VE 41up, Wrro A LEARNING TREE DF•-Iv b15�.BLEP �F-Ilt; � • �+ "�4� (� A Y SCHOOL _ -- FIGURE 32—CLEWFLOOR SPACE AT LAVAT�ORIEt � NOTED APP"VED w: auWN ry DT ' tiATRS 4-10-96 RtVICteO 7-15-96 10380 871h 8 of 18 - y, �' 11, 140 t 1• 140b v •10360 SW 87th SUP 98-0-0 288 h SUP 96-0432 ++ 8,s��� TIGARD. OREGON DRAWMO NUMttR Cof 9 C1 N>• MNiTI D ON NO.100011 LlAlIM11NT a �— IF THIS NOT'ICI9 APPEARS CLEARER THAN THU, Dt�`"L`�..�.`!'►,THE DOCUMENT IS OFMARGINAL QUALITY. MICROFILMED I - e , : e S 2T•e• 2S'9' S'-1 I I e• 10�• 2r 2• - SCISSOR TRUSS ----- -- _ - - - - - _ __ _ _ _ _ _ ravr Ir s• ��r oww vAIIrITION-NDII.NOT.r r-o•. - _._,__ � ROOF TRUSSES W/R-30 ATTIC IN yr----1 '�-._._`___ '( r a I�r O J 1 a•Icr 21-3a-la TION "'� P1y I r 1• --- Y - _ " GYM - _ . -' �� VENr- 3'e• CLASSRM 5 a¢ R-15 WALL INSULATION A i (TYP.) o POOL H8.1 -e- arawcz Ir NC�F1 � A - ... CLOSETCLASSROOM 5 _- I oeac ORNR VENT ,w . .- I /i ♦/////////// /♦ I� I MECti. of // //////////// // ( �� I 0 1 0 a 21Ir - 1- CLASSROOM-6 R-5 PERIMETER INSULATION C oRN� 4 —__ 291-409 '- + yr // //////////// / ' I _ C_1 - -- - A _ � l e'-1' R : R-5 PERIMETEP INSl11.. (TYP.) NOTE: I HOUR // /////// I (� FIRE WALLS.ALL MECN.RIL WALLS. rN +�+ , x,. A ISF1EWEs IT BUILD I N G S E C T I O N Z :"; �,,.;; „ x rir �— b +r am 2 .'�' ///////// // I i, 9'OIA SCALE : 1 /8"=V-011 �Q�, ,TER 3 s• .I11 • 3r n 3r CARPET -- - // //////////// ✓/ I � -Ap ��_ -0.�' )VESTI]BLILE Czr s r - - -- 4 K'2 BUIL // ////✓/ -4 C ENTEY RAISED COUNUA D I N G S E C T 1 0 N , �1. . .., ,1 1 � CARPET \ ,r-_-�-•-_.. r �—HANDICAPLIFT i p11W.6 TNS. / DESK if W.� 2 •- L_..+ .._..._.. .._..—. _. _ _.. NcoRINR +'r_ SICKARP/ ------ SCALE • 1 /8"=1 1X011 cOLnINo PMTITRkI --___ U � FT�L 1 CAIIPET Vlrm CAN 'H _ QFFICE —` JJ RECEPTION CARPty A e'd•NN3HFluwEDOPENNKi 1'P Ir•6• la•z ln' r-9 I/r s.A 1/7�s r-lo• s /i yr +•I• M - - U 2'-e15'e• 1'-11• 1 2'•r I 2'.r I 4'•1i' 1 e'-a• ;^ e'P W-11• r•r e'-a" W-11' r-r eoOKCASE A --- ------f--_ - - G ��-- -� ,,,1 G G -- W__ \_ � -5 Ise 131/r" - C J �,, —_ I .i -+spews 1 I /ATTIC ACCESS ----_- I ^-�TO FURNACE I 1'� 6'-S' r-1� _._. 1/2"CDX SHEATHING ?� GYM I __ N , 0• I J __ _ CLASSROOM- CLASSROOM.-4 CLASSROOM.3 CLASSBQIQM2 I . M�. _ I (•1 CLS orv► - - - - - - - - - - - - - - --•- • ---— z x 4 sTuos o t s"D.C. � I _ 1 � W/R-15 INSULATION I VWK I CMPET C I VIM �CAPPET N HOUSE WRAP A ---- 1/2"SHEETROCK WATER RATED GYP.BD. — v _ VYL W/ OIL BASE PAR - _4 -s• OB o•-lo• _ A80a 4 3I� r r xe r r-3• wr r rWALLS A CEILING. CI- LAP SIDING W/6"REVEAL- - POOL zs'-+1/2• er - 15'-r I S s S'e' l r-4' 4 TYPICAL WALL DETAIL 2 SHEAR 2 SCALE: 2" 1'-O" 2 6" BULLNOSE QUARRY TILE - W A L L `i 3 _ FLOOR PLAN 4" CONC. SLAB Note: All exterior walls to be 2x4 @ 16"o.c' 2 SCALE � /811`1 1-011 except @ gym and pool wall where they are to be 2x4 @ 12" o.c. or 2x6 @ 16" o.c. p C opt o o CPO 00 00 O o �� o 0 C TYPE Ow. ■gym - SHEAR WALLS- 1/2" CDX nailed w/ 6d`s D 0 O R S 5 G"o.c. edges (biecked) and 12" o.c. field. -- TILE BASE � POOL � (INSPECT BEFORE HORSE WRAP& SIDING) SYMBOL DESCRIPTION 2 SCALE: 2"-1'-O" �' QUANTITY SHTRK.WALLQUANTITYa. Simpson HD2A thru 2 studs. SYMBOL DESCRIPTION QUA3/0 X 6/8 STORE FRONT DOOR .- CID 3/0 SIDELIGHT AND TRANSOM 1 J HDR.VINYHGT. X '-8 SLDR. 2 (SEE FRONT ELEVATION). HDR. HGT. 6'-8" R.O. 74-1/2" WIDE X 96" HIGH. VINYL- 8/0 X 5/0 DBL. SLDR. t x t"WOOD TRIM -- 80 W/ 24" VENT SET. S CZD 3/0 X 6/9 STORE FRONT DOOR 1 HDR. NGT. - 6'-8" i S GLUE b FASTEN CARPET OVER 112- qD 3/0 X 6/8 DOOR© SHTRK. (TYP.) VINYL - 6/0 X 3/0 SLDR. 4 - -__ _ HDR. NGT. - 10'-10" C4D 3/0 X 6/8 DOOR W/ WINDOW 2 ''---- ► NOTE: 1/2"SHTRK., VINYL - 8/0 X 4/0 DBL. SLDR. 1 q © CARPET MUST HAVE A CLASS I 1"Y /" 112"WATER RATED SHTRK. W/ 24" VENT SET 1 CSD 3/0 X 6/8 DUTCH DOOR 1 X 3 HDR. HGT. - 6'-8" FLAME SPREAD. CARPET LAMINATE WAIL COVERING CED 2/4 X 6/B 2O-MMI. RATED D"(0-25 FLAME-SPREAD INDEX) TO EXTEND 4'HIGH WITHN 2' 1 OF THE FRONT AND BACK OF URINALS �^ 44 1/2" ABOVE O VINYL- 3/0 X 4/0 SLDR. 1 AND WATER CLOSETS, FINISH FLOOR HDR. HGT. 6'-8" HALLWAYC� 3/0 X 6/8 60 MIN. FIRE DOOR 2 ' BATHROOM '•, -FIN. FLR., S"RUBBER BASE W/ 1/4-PLYWD. 1 X SUPPORTS BACKING. o VINYL FLOORS ONLY. 1 X S NOTE: TEMPER ALL WINDOWS WHICH ARE LOCATED ` VINYL FLOOR WITHIN 24" OF A DOOR. -NOTES * --- �. ' 6 CARPET / WALL DETAIL ` DOUBLE METAL COAT HOOKS � PH • PANIC HARDWARE* - SCALE: 1"-1 -0SELF-CLOSURE INSTALL' " WALL BASE � VINYL FLOORING 7 0 8" O.C. (70 TOTAL) INTERIOR GLASS METAL KICKPLATES ON AL 2 L SCALE: 2"•1'-0" SYMBOL. DESCRIPTION QUANTITY EXTERIOR DOORS. EXCEPT 0 FRONT ENTRY INSTALL PRIVACY LOCKS AND AN "OCCUPIED" COAT I-.00KS ALONG ENTIRE G 38" WIDE X 29" HIGH INDICATOR 0 RESTROOM ADJACENT TO CLASSRM. 6. WALL 0 HALLWAY/CLASSRMS. (TEMP) HDR. HGT. ­ 6'-8" REVISED 22" w1oE x 44" HIGH " (TEMP) HDR. HGT. �$,, .•• • LEARNING THE E -6 8 "1 NOTE: INSTALL BLOCKING TO SECURE BATHRGDM STALLS, SINKS, FIRE EXT. BOXES +�d� �i P DAY S C I.1 n 0 I_ AND ALL OTHER NECESSARY HARDWARE. C OAT HOOKS ♦r ♦ e1c.:l tNOTEArt0ovto 11r: oRAw : D V - l 72" WIDE X 48" HIGH M NY DY 2 SCALE:: 3/4" - V-0" (TEMP) HDR. HGT. - 6'-8" a DAYS: 4-10-96 7 Rtvato 10360 SW 87 th �of to -15-96 BUP� _0�6848" WIDE X 36" HIGH t ,�b 10360 SW 87tBUP 0432 � (TEMP) HDR. HGT. - 6 -8" , �• TIGAAO. OREGON s B! ' 1.i r01 24 R 78 1111tMt0 ON NO. /OOpi CL[AA/IIINTMrOT 9 • _. _.._ __'•___.— _.._.__,_-_ ,_-,,,.-., .,.,..-....._. --pro„ IF THIS NOTICE APPEARS CLIEARER THAN THE DOCUMENT,THE DOCUMENT 13 Off'MARGINAL QUAWTY. OCT g 68 MICROFILMED � i t' + , , c 2x I'T SILL W/ 112" x 10"A.B. 2'-0" O.C. 2x PT SILL W/ 112" x 10"A.B. 2'-0" O.C. fUf11MIG 6" VA RBARRIOR 1 --__- --__-_-__-__-_ _-__-. __ _ __ __ _ -_____ _ .__ -- _ _ _- R-5 RIGID INSULATIO I 1 II I I I #4 048" O.C. #4 HORZ. 016" O.C. op 3 4' PVC RAIN DRAIN t #4 VERT. 012" O.C. 4 II /ABOVE 4" PVC N ROCK (AS R G DRA,K 6" 4" 2-#4 CONT. �•ZdWb uAa VAPGk BARRIOR II( 5EQ. � 2" 0 6 II 61'-2" 4' PVC RAIN DRAIN -5 RI 10 INSULATION I , . cT' �1" II OG•41 . aCOWACTED GRAVEL PU `� JjI ya TYP. FXf. FOUNDATION WALL FOOTING - - 4" ®" 411 --- Fv � �SCALE : 1/2".1'-0" 4" i'VC FOOTING DRAIN -#4 CONT. SIN ROCK (AS REQ. EXT. FOUNDATION WALL FOOTING 0 BACK WALL NOTE: ASSUME ALLOWABLE SOIL BEARING PRESSURE - 1500PSF. 3 SCALE : 1/2"•1'-0" jl AT RIDG 5 I Ij �� )1 i 2 X 12 RAFTERS 0 12"O.C. CONIC. - 270#/FT �i 4 II 1 � �� WALL LOAD - 200#/FT CONC. - 528#/FT � 11 MAX. ROOF LOAD - 42.5#/FT (30') - 1275#/FT. WALL LOAD - 200#/FT R 1 D G E II I MAX. LOAD - 1745#/FT. MAX. ROOF LOAD - 42.5#/FT (6') • 255#/FT. 1 SOOPSF 0 Z BELOW GRADE ADD 20% - 180OPSF MAX. LOAD - 983#/FT. II -- ►► jl I IIrip t 800PSF(1.16') - 2088#/SF. -- 150OPSF 0 2' BELOW GRADE ADD 20% - 180OPSF I+ 11 4X12 HDR. 14" FOOTING OK 180OPSF(1.33') - 2394#/SF. 16" FOOTING OK X 4 P.T. SILL W,` 112" X 10" A. B. 0 _ +I � ii a"' / ��� II 2 X 4 STUDS X16" O.C. - 3'-6" O.C. GYM b BACK HALLWAY WALL. II l s / 6'-0" O.C. @ CLASS ROOMS AND POOL ROOM WALLS. BUILD GABLE OVERLAP W/ 2X6 /.- i i l 11 j/ FRAMING ON TOP OF GYM ROOF. 2 X 4 STUDS 0 16" O. it F} II � �I �j- C. 1 4" CONIC. SLAB 4- - - -- 1-#4 CONT. 1 I I I�2� 4.. I " /2 X 4 P.T. SILL W/ 1/2" BOLTS II II 14-2" 0 3 -0 O.C. 11 3 TYP. INT. BEARING WALL FOOTING - -j' - -- -- ---- --- --- --- --- — _jI SCALE : 1/2"-1'-0" 4"CONIC. SLAB ON GRADE r 2 PROVIDE ATTIC DRAFT STOP EVERY 3000SF AND NOT TO EXCEED 4 4 X 12 HDR OVER WINDOWS (TYP.) 4 TYP. NON-BEARING INT. WALL ON SLAB 60' IN HORIZONTAL DIMENSION. 3 WALE : 1/2"_1'1 5 R 0 0 F FRAMI N PLAN 3 SCALE : 1 /8" = V-0" 108'-0" 270-13"" 3 9#116 II I I III �—i, a " R 0 0 R U S S E S I I 4'-4 1/4'f I I �^ I L I I I I I I a l '-o" 1212 2 I I t I I EXCAVATE 1 S S o FOR POOL 3 ( M I I I I 4" X 3'-6" CONC. PIER TYP. " 24'-1" I I 4"CONC. SLAB OVER 6" MIN. GRAVEL FILL I I I I TYPE A TYPE B o I I II li N I I a I I----- 25'-2" _ - I I 1'-0" 3 I - --------- ---- 3 I I - 12' ( 42.5#/') (30) - S ` 2 I I � I � 0 7650# _ 1 Q I I 3 30'-1 30'."ll I 2 1500#/SQ. FT. 5.1 - 2.2530'-0"CONC.fTNG31130't 10'X 3 I a -- �Nc-fTlx. 36-3" 30'-10" ao ( I I311'- �.�_0" — "' TYPE C TYPE D 56'-0" I 4'-0" X 6" X 7" THK. CONC. FTNG. (-II -- I II I I I II II I I II II N I ( I I ( 9 ! DBL STUDS I I II II wl II a a II a II _ __ _ __ I I 2- 5/S STUD SIMPSON HD2A HOLDOWN a W/ SSTB 16 ANCHOR BOLT. L-- -- —.--.—.----J ------------- --- — ----- -- - --- — BOLT i ----- ------------_.._--.._.--_....--___--- r - iSILL PLATE 2 5/8"X 10" A.B. 30" O.C. REVISED @ SHEAR WALL. • 3 3 4" CONIC. SLAB �� ���' L E A R N I N G TREE ���' Qt �♦ DAY SCIItIOL ♦+ * SCALE: NOTECI APPROVED ov: DRAw"By QT 7 " 6 F U N D A T I O N PLANTYP. HOLDOWN CONNECTION ' oA,r:. 4.10.98 RNIrtD 7-15-98 O SIMPSON HD2A THRU 2 STUDS 0360 SW 87th 8 of 18 W/ SSTB16 ANCHOR BOLT 3 SCALE: 1 /8"=V-011 3 SCALE : 1/2"_1'-0" � 10360 SW 87th +1121 . TIGARD. OREGON BUP 96-0268 BUP 96-0432 N11Mt� M R H MINTto ON NO.100011 CLa"MINT• hof 9 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 9 1 MICROFILMED a 1 s v 6 1/4" • �; Z ROWS 1 Od 0 6 O.C. f `~•`�� --`--� � ROOF TRUSSES -•''• •- - --------------- — -------- ---------------•- «,.•-•-------=_� `—"�.�.'�" ------ --..------ -------------------------.-- ------------------- --i• _- 2 X 4 STUD PONY WALL ROOF TRUSSES 2X4STUDS @16" O.C:' 15/8" TYPE "X" SHEET ROCK lwl I TO EXTEND TO UNDERSIDE OF o ROOF SHEATHING. 5/8" TYPE "X" SHEET ROCK TO EXTEND TO UNDERSIDE OF o ROOF SHEATHING. —_ 1 _-- 1 EXTEND 1/2" WALL SHEATHING ROOF TRUSSES FULL HGT. TO UNDERSIDE OF ROOF SHEATHING. 2 X 4 STUDS 0 16" O.C. -'- ----- 2 X 4 STUDS 0 16" O.C. s TRUSS @ RIDGE 1 -HOUR EIRE WALL @ MECH. RM . a SCALE: 1"_)'-0" SCALE: ) °'=)'-o" CLASSROOM 7 / POOL SHEAR WALL 4 SCALE: i"=i'-0" 25 YR. ARCH. COMP. / OVER#15 FELT & 112" PLYWOOD SHEATHING. ..........• 200 LG�.:............... ......................................... AMP PANELS ....... •• ....... �• ................................................ -- ----- - �. F TRUSSES -- -- - 16• I ® � TIMER WHl WH REF I'� I �DO oW '---1 X 8 FASCIA W/ "K" STYLE GUTTER 6 .__I b. __..�►- . A r • .Sa11 IF � ,Q. _ , -.. ••FIRE ALARM SYSTEM PANEL t � 3/8'° PLYSAWN SOFFIT W/ SPACED VENTS - • © SECURITY SYSTEM PANEL a• 2 X 4 STUDS 0 16" O.C. < A 1 X 1 TRIM , A A W/ 1/2" SHTHING. 3110 SQ. IN. OF VENTILATION REQ. < < d 1 HOUSE WRAP AND LAP -PROVIDE MIN. 1600 SQ. IN. 0 ROOF 16. ru SIDING. VENTS WITH REMAINER PROVIDED @� SOFFITS. UNISEX SIGNA" opom SE FIRE ALARM KEYPAD CONTROL CENT RED 6C' FF. SECURITY ALARM KEjPA0 n v A .n '... ... t� 1 -0 t _ t RELEASE KEYPAD DOOREIELL ••.••"• DE STAT .�'-j• �• I14'X24'OPEN I6• l < g—f48* wloE x Nxw . .,,•� +e• METROR 2 SOFFIT @ ROOF TRUSS . i — ......................:. ATTIC 4 .....��.................. ... .. .•C ........• N I ' CESED IN WA •S� I �s - d — �• � THERMOSTAT TERMOSTAT b• i I•M••O•TIDNCTORSCALE: ) =)'-016' < — TTIC ACCESS I I TO FURNACE I Ier - .� . III .-��• R.�J �- �A • ��A �. •E.--��J....... ..•' '6 _ . I [— ..•••••ELECTRICAL LEGEND ee CA 48 46* 2-W-3 I I I C� 2�l".B WRAPAROUNp FLUORESCEIIT LB 2�0- IIIIALZD I I SIMPSON A34 FRAMING ANCHORS @ 48' 0.C. I ROOF TRUSSES �= 2-11ULB WALL MOUNT WRAPAROUND FLUORESCENT < < < I 8'-0*OFF FLOOR�PO01.ROOM- TLTAL� r'-��1 � ,.�1 I�_ _r—�7 ,..f,.� �... •°` � ..� n � ..... a -,SIMPSON HI @ EVERY TRUSS _ NAIL:a-ed TO TRUSS RECESSED DOWNLIGNT IIILAL IG IelIE81D® I I I 4edroPLATES TOTAL eEXJEBl011 !� _® ® l__.`__ __- cm ® — 2-0",EXTERIORSPOT LIGHT- IOIAL2 • OFFSET ENO INTS IN DOUBLE TOP PLATE MIN. 48" - - —. f OUTLET , .. ...................................1* ` ................................................................. .................................... �.. .. ........... ..........., ii EM2EMERGENCY LIGHTS •'ILIAL.! ""••••� ® EXIT SIGNS-- TOTAL 10 C NNECT TOP PLATE TO BOTTOM PLATE EACH SIDE OF JOINT W/ 2 X 4 STUDS 0 16' O.C. 4D PHOTOELECTRIC SMOKE DETECTOR- IGIALIG 12 ROWS OF 2-16d @2" O.C. FIXED TEMP.NEAT DETECTOR- IIIIAL4 E LECTRICAL PLA N 0 RIGHT & LEFT EXT. WALLS. --- 112" SHEATHING ® FIRE PULL- IOTAL2 � 6 ROWS OF 2-16d @2" O.C. ® FIRE EXIRIGUISHER- ILIALS 4 @ OTHER WALLS. STROMLICHT-TpT&�), S CA E : 1 /8,! 1 '-0" STROBE LIGHT WITH HORN-TOTALS I�•. �n...•� FILL BETYJFFN W/t 6d @ 10" O.C. ► TELEPHONE- MIA" • llli ��D� LEARNING TRE E � INTERCOM SUB-STATION- JIIIAL;D � �� DAY SCHn01- ROOF TRUSS T O EXTERIOR WALL INTERCOM MASTER STATION- TOIAL.1 APPOOVeo.r1 ,� scAl.er: NOTEp aEAvrE+err DT -- --- - -- FAN - ILIALZIQTM L)AT[: 14-1046 JL1AL2(QTilp) V�co7-15-96 4 10360 SW 87th 9 0118 SCALE: )6-0 "_) '-O" M1 4 '�1� _�,,, 160 03SW 87t �i. t v YY SUP 9268 ., �, �S, TIGAAf7. OREGON SUP W-0432 011AW.10 N1LJMft�11 !6!1E MINTED ON N0.106011 CUMN'AINT• U F THIS THE DOCUMENT CLEARER TRAN THE gas QOC NT IS OF MARGINAL QUALITY. OCT ICROFILMED ! �. a .at �« AsmsY rRr. a ur«..via,�x Eax,. {�ma .rs A wu ]ea]vl s:r.aa.+ a 11 5 .3 "'• ,. .:a bias" REVISIONS BY —CEA .TLO.�. -.M PROPOSED USE : DAYCARE CENTER CLASSROOMS 3421 sf/20 = 171 VN BUILDING TYPE: GYM 1500sf/ 15 = 100 OFFICE 544sf/ 100 = 5.44 OCCUPANCY CLASS: E-3 POOL 320sf/50 = 6.4 DECK 376sf/15 = 25 ALLOWABLE SQUARE FOOTAGE: 9100 KIT./UTILITY 308sf/200 = 1 .54 ACTUAL SQUARE FOOTAGE: 6480 309 EXIT WIDTH 309(0.2) = 61 .811 r FE)'3/4•IR(AIPIPE 1 i S. W'. MAPLELEAF' STREET / e I (R/W VACATED 78-182) _ LE: 18010' ELL: 180 40,'01161) 179.21') ; ( �S89 42' 30"W 4� EI E 17240' ooELF.: 178 UO' 11)"o, ,• { 1)d• •yy, INSIDE 01 SIGHT SIGHT 00CURING Y • i' - r FENCE n. 10'PEDESTRIAN CURB GARBAGE / USE EASEMENT ,k DUMPSTER IV/ ( I 12 ( GATE d) ti 4 l i I I to FU 1/2*IRON PIPE I DISTURBED i • N041' / la 70 W 3 66. LE: 178 90' ' FIR • 40'-0• I / ELE: 179 2� (BW) 4. 4'•0'�-� I --- - 'p' 4 I / i • / oAl, •Sr-0' R.O W. z O 0rD o ��h V ..,..pl..�.,. �7% 4 0• o Z \ _ / •FIR j OAK TO G.` low • I I v, ■ w I • � ,y REMOVED � �L ,' io i Q I z < VISION( EAR/d4 OAK/� �-f Qi i ELE: 17!3 w Off AREA • 'l I I > w Oj I W ° . ))CURB �1 LANCISCA k I ) / CURB �^ PL 1 1_ �n E: 177 (BW) ,y,1 E E: 173.OG" 17j�0' ' C� OAK 6 4 p co `/1• ��••••-- f TO BE VED / • LL.3 •Iw• I4ri, 1"'...y' /,,rAf;n•,4m^bIN / ' ( Ir VANCOUVER • i dl»I,lwl.► ♦� _/.Nw\.l a. . I 11^rr. / I`-- (('(64,u1„e - IML.«... ~� ,1.. �� • 1 , • r II • 30,'0 ',, • C.wh.lr►.0 I 1 1:.►or.•rll. -_-_/r1�N�QtrwY •1 ��--.---�-+,6 \+ `1-..�-•..t_ _ _ •._. - --. / - ._-.._-_. / 1 A 17i: \ ' �s.l•nerr '"'LLQ' l \ , �ELE: 177.OLJ�(BW) ELE:171.00 URB 1729 e • noon �� CAMAS ASIIOUGAI 1 I - - '. .. n a rr n p fr `I 6'ENOEWAU( C \ x w r rf-- - - - --- - --- f S �,.. •.. 11^.w 1...t I / I ]• .1 II.J NI L� .(h wwd 1 \ \ i \ I/ V15K7N LEARANCI� / ' �� � J 1 \��---'1 b •AREA y� t' " \ LANDSCAPE7� 1' ti 2 •^� �._._�`- ..\\„ _ •w , '\••,.. .,n.r \ 1 I / .� Q j• I I V I fir/ _/� ( V H rwlrol• ]� \��-r T T .i. y, !I FOREST GROVE_ Cl1NN111 IS /be.N ,C•drr' tl >q l jd..,.-.w ---_ '^ �^ 9 ( SIDEWALK OAK CLUSTER 111 T -- 111001i 11110A1E - M •' r(r /- f I IR TRE S ~ I 1 , • — — --•HILLSBORU Mwl4.r Vd a �--� FAIfNIIW �x� 111 � �' �C n/r•a U■4 \.� � Ilnrw � O�F� �� �. ]0 ', ^^ /' — O I Cnb•n � b I a 1e1 /ll�l i `r=,U�1 N01i /fin•,_^'♦ I 1, TOE}E REMOVED S'.o• • 1 S D BUFFER V ate fd••ArNb ,,,Cidor 1 ` % 1 2 STA DAR ( HIGH SIGHT S'810E WALK /OBSCURING PELAGE ■ +na••r wp �--� BEAVERTON /y� I }� 1 c� u 1 1 ( luR. GRESH AM I W R r /\/\r\/\r\/\r 11 it 1' 14.Iw44d• I A rood coo«. • w \ \ \ ♦ \ \ \ \ \ \ l I # \ \ \ \ \ \ \ \ I 11.1 �l:rr•.n.r ` w•r.paN; Inllaww 1 1 I4e vry rlw I..,.r1 '• J 1 / / / I I I / I / / / / / ]• r • / / / / / IAC' / ; R 0 P 0$E D DAYCARE \/\/\�\/\/\/'/\ \/ lo/\/\� 1 ,Lu•1,..11 + a.r.,.,«wool i� \ 1 ! - - .(, _ �]1 Ij L / \ \ ♦ \ \ \ \ \ \ ♦ CUROC U J $ W oA► �\>w� r / . / / / / r / / 170.0 w tl 8 0 S F \ \ \ \ \ \ \'\'\' wwww. •" �otl w •r•w0 MILWAUKIE MNlwn,^r Ibr.rr., . d•�, I s.l..n. ( 11" l I ExST'0. •w�,' ��. l Illwt.•rw�j 1.Orw.•wl+,a,.rc •^1 • `\rw..,r /e..r.,.• / FIRE HYD. /rf"LI\Y ARE I u.■ul,...t uN l.a„1......,. � I • LE: 1 73 00' r � / / Il.w•r 6,•'4. ti.� � (aN1SIl NJ1 \ .. \ / / / .g•• 4 1 { ` r•M...N.Ir.p.lan_,. 1 Woo - ,rN.l Kw, l \ ♦ \ \ \ \ \ \ \ \ \ z I / IR TREES / � . t ..r•..,1.. ( / -- 4w�. LIN d \ / \ '�) ^ 1 ] +4a N. r•.., �J,`Jy ; • 0 BE REMOVED / / r / /\/ / / \r \/\/\/ ..� ��_�\ ..,,1..11 r ry/ NNN.r.•I •,•bibrd , ■ �/ - ♦ \ . ♦ \ ♦ ♦ ♦ ♦ ♦ ♦ + �wr .,r. LU I - � .� _ 1 •„ OREGON CITY \ 1,..,,.1...1 � �'\'.'\'.'\'\' .' \'.' .••": ,•._ '4Sr �.\ '_�r_./1 1/•Ln n•.1 1�... -•r-� t I ,rv,•r. / I ','♦'\'\'\'\s♦' \' ♦/ '\s w^w" 1 w./ •w�.w. > , lit) •.• Il•Lw.r.l ."..w. .,, .. is 1 t tau � _ �i..lr... - rll•r' 1. rllWllEk(] Wa J- pot ,I.1 1 II ' �'t r r...,....,n^ ! _ wwwww .w/ w w ' , f _ l / r / / rs / Ir r �,� I O W __--_ 5... , r /- In Nww Irn 1/•rNal / / / / / / / / / / / I'r. ♦ 1_ �'/ - 1 J t}• ♦ \ \ \ \ \ e \ a ♦ 5'Ca1C.WALK 1 i i .w.ww .ww�• 0 , // )>( -a- I wrlle wlll■d i I ) _ Inw Le r... \■ \ \ \ \ \ \ \ ♦ \ \ I 1 4'GATE �w 0 �, p ~•• -'-�-�+1{>.Ndw ( .Y•'� '\'•�l r , L� loon,rnr C.,d 'J 1'vr..br ,r r...w.. 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( , /a/\/\ \ \ \ ♦ \ \ \ ♦ \ ♦ \ ♦ ♦ \ \ a \ \ \ \ \ \ \ ♦ \'}\'\'\'e'\ \ \ \ \ * \ \ \ \ \ \ ♦ ♦ / / / .• / / / / / / i / / / / / / / / r / / / / / / / / / / / / / / / / / / / / / / / / / / / / / s �"J LI l \ \ \ \ ♦ \ \ \ \ \ \ \ a \ \ \ \ \ \ \ \ \ \ \ \ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ • II elNrd , \I�1r,.Nri Will bl,ln«�1»n•. 1 ELE: 173.60' •,•: - r,.- .,.�, • IIImu,1 I.Iy I�/,I,l,l,•,1 1 1 179.21 S89 2 30"W--- key ELE: 1.9 T Nw■Ilr // . 111 .,1,.,1,1 . / .•.,.,. . 1� Whblltl fLE: 17S.1Q' W MwS'•0'HIGH SIGHT i�:;i;:�i��;�;��� i ;1'1;1;•;1;,; _ - a I , ( 1 OBSCURING FENCE 1!1!1•.!1!1'1•. 1 / I,: 1 w11.1./1•r, .r 1 -'--•� - 11.41 Vrl4yp 1' � Mwl■Mw 6u•rl I4/nw1to;C■In■1 'I I EEAN•TO ATTACIIedj , 1'1 to il%SIT17Q•1� / , ' / TOE)gSTINGGARA • X11 y WN«.r■1.� UlarLrld ' 1 71 rwn1 U•n J• 1 1. ••!•.• • `-� ! 1( yy, BURN title” / Y :r MOlAl1A I ^ A-0, ,it Laved IlbMi11 �prwi __I{ Merl. A.YN J / / �1 _ __ — -,-- ---- - - _.._l ,�anryN•/ d1� A , / I IN,aNNII r' �, �. Ilpr•w•11 t �W4M1411■I^'(■ry■Iwl� IIrM .._...-•.._.--- .-___._�- _�.. ■�wr W f T 1 .�.�^„�••^.•• Ir too ol �-- ..... ................. PLOT PLAN AdCmsT •.. .....� ,; �s •...... pie: o �. SCALE: 1 " 20'_0” -�-�---� ■•-- •1� App;rVCD PLANS MUST E ON JOB Si'�f- VICINITY MAP � r Deas Scale LOT 1 , BLOCK 38, METZER ACRE TRAITS � �.1 � l 1? Drawn TAX LOT 2000 - NE 1 /4, S3 5 T 1 S R ' Job 1 1 , 1 W. 7� WASHINGTON COUNTY, OR J Sheat 10380 SW 87ti1 1(1 of 18 ','' 1,` '`,, �► SUI'1�8-028A SUP 98-0432 J f`ll 9 Sheep IF THIS NOTICR APPEARS CLEARER THAN THE \' /DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 9 10 MICROFILMED i �t J 1 T r a�!'1 REVEg)- BY / Imo- i ^f `" S. W. MAPLELEAF STREET i Rx151U11162CNBASW m N � '' '•" � ' RIM- 171 b2' (R/W VACATED 78-182) INV - 16737' 181.00, 3% SLOPE \� it 180 10' ELE: 1 ao 4o IElw)• ... . . ....� . . -..- . . /r. 179-21 ' 30"W CL E. 172 40- 180.00, - - • �- » ... -_ ...._.._.._. _......_._ ,' i � ELE: 178.00' sl�stA • r � . * • 4 1 11 _ f r_, - - -- - - - - - 179.00' ' I 10' STRIAN ^ CURB rr I— USE E HENT t%Sl OPE ( I , 17101 I,,00 1 170.00' — -- - - O ? , I ^ 177.00, LE: 178.90' ELF: 178.2'(8W) u + f / f I , I - 1 w d 176.00' 2%SLOPE et / s.u• R.O.W. c Di h 175.00 - - --- - -- .- _ _ - ----- - ) � I I ' I/� p TE:GRADE ELF.IN VI•.ION ," I N W ,•,•' XCEE3'-0* AIK NOT F :;. 174.00' CATCH BASIN ► DRIVEWAY. TOP 174.80' I y I' l I iJ INVCDT 1I 1 ELE: 177.3 �. , / , ( I •.. t I I 1 73.00' - - — -- - - O rl.. -80' ELI: 173. URB � — - � I 1 . UO' CURB �1C CIMY ED ) J I I E E: 177 (6W) 1' '--. N 12'CONC.PIPE (175!-j) C 172.00' 1 1 aoa t r o' � • IINI 11 . - l , i I i NV.168.00' i Iry i 1 , ;. •� � ;� 1r1eG k 17100 ELE. 177.0((BW ! )A� I , ) ELE: 173.00'-- + - I 6'5'OE WALK CURB CUT I S• W• Y • • t 1 t . .. J h AVENUE I �, �. 17°� I Q �, j• _ _ lrz I ! HORIZONTAL SCALE: ",=20' I ti SIEkv/M.k ! I VERTICAL SCALE: 1121'-1--0'1 tl O • fa 8'&oE WALK 3.4% I I i 1z W 9 4 ; IY 1 Iib• C W TE Ir+E Nl ROPOSED DAYCARE � � R 18-0.1 In PVC \\\\\\\ \ '90.111 1.529 I , II I ^� is o• 14 8 0 Sl` �\ I WETLAND ` • 3 I 4:1 SLOPE NEW PAVEMENT EINE----- ► I ( f I \ I ' i �•`ll� ��III Ill I1'4)'I s'`S') / � ; \ BELE: 173.00` _ ! ' E0 + 1 4i PVC SEWER LINE O I EXST'G MANI+OLF I 6' QAIN DRAIN 2112'PAVEMENT II �• I w I S �'� AIM 176 32' N TCP OF N'IND AVG. ELEV. =168.38' Flow LINE 166 s1'(w> I I 04 SLOPE CURB AS PER CITY OF TIGARD =1 OF POND FL ONE 1 EV 666 OW U 66 61'(OUT � - 3 � EL •I ] SIDEWALK I �) 4"ADS SCREW IN -- — `` � �`` z1�iYP. III S'CONC.WALK 1 4 GATE :FOREBAY: . r 1 I ( 0 S'I15' RAMP TO GRAM TOP OF POND AVG ' 1 12'COMP 'TED GRAVEL O LANDING ITYP.) NOT 70 EXCEED 6 33% ELEV - 168.38' I CLEANOUT' , CUT LINE METAL GRATE J I 1 I in BOTTOM OF POND i S N AVG.ELEV.•1!I \ I EXISTING PAVEMENT AREA ORIFICE = 2.7" - III _ !r�•) -_ `?g : ( I ` III I i I ( PLAY AREA SEE DETAIL ;: ♦ 11 BOTTOM OF POND AVG. ELEV. =166.38' ;I ( )I0 - —— -— 1 1/2 CY- 3/4 ! _ I i 4:1 SLOPE TYPICAL SECTION THRU I I :.TCMBASIN .�... .�. . S.W. B 1 K . . 4"ADS �O DRAIN ROCK 7th AVENUE ` 180' / ELE. lr3 Sa r 7Q �� ^"►�- ELE: 1 eoo at 2"WEEPHOLE INVERT17 172 80' LE: 175 la(BW) 7/ s'o•rl�G)+ I .21' S8942 30"W _ E°E C!1"PON13, • **1% I STENT 1] OBsclsilNG FENCE DRY DETENTION POND) I LEAN-TO ATiACNEO I '•EKSITING:' 8"PVC 3 I I �M� ' r TO EXISTINGGARAGt;I' :S»D -'/ RII�•1 CATCHBASIN OIJT L a 1J INV.•105.34' BOTTOM OF POND AREA IN FLOOD PLAIN = 410 SF FLOOD PLAIN ELEVATION = 169.00' � I OVERFLOW Z''o" _ TOP OF POND AREA IN FLOOD PLAIN = 700 SF ' �� I 6" t - AVERAGE POND AREA IN FLOOD PLAIN = 555 SF l 1 3'-0„ N I UJ W 1 .61 ( 555) / 27 = 33 CY W z 33 CY OF EXCAVATED MATERIAL DRAINAGE & GRADING PLAN w DRY POND OUTFLOW DEVICE TO BE REMOVED @POND IN FLOOD PLAIN o SCALE: 172'•1'4Y � SCALE: i " = 20'-0" NOTE: THE CONVEYANCE CAPABILITY OF THE ( < 100-YEAR FLOOD PLAIN WILL NOT BE ADVERSELY AFFECTED BY THE PROPOSED GRADING IMPERVIOUS A = —1 I� _ AREA 13,665 SF LANDSCAPE/PLAY AREA = 231415 SF TOTAL AREA = 37,080 SF00 INFLOW ► 8 ,'LOCK ` o!11e.l�lrc ,r-•- 'r 11 SECONDARY BERM 4:1 SLOPE ELEV. = 167.13' VIII 11 FOREBAY 4, 1111111 r' 111 BASIS OF HD BC-TION W /�/� PAVEMENT • to BM 38 OSND LC ELEV. = 166.63' ELEV. 166.13' = OVERFLOW \• \\ W OF M°ALLL,E 1Da N OAK INT, 211 SLOPE 1 ::::::::::::::::::::.�:•.•..�. •IN's NORIt.012`0.C. ,. � ELEV.189.70 � O 111 OUTFLOW � AVG. ELEV. =1 66.38' FLOW LME � 04's VERT.•18.O.C. - 160.00' e PVC .k y s• 1 s• I s• , Date IS- Scale I Drawn SECTION `,'HRU DRY DETENTION POND _ RETAINING WALL DETAIL LOT 1 , BLOCK 39, METZER ACRE TRACTS NOT TO SCALE TAX LOT 2000 - NE 1 /4, S35,T1 S, R1 W. Job 10360 sw 87th 11 of 18 WASHINGTON COUNTY, OR Sheet M auP 11""s SUP 96-0432 S Of 9 ShootE( e4 N M MINT�O ON NO.100011 CEIMMIMI• as Now -----------1.� AdMi IF THIS NOTICE APPEARS CLEARLR THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 9 10 MICROFILMED I I , T r�1 REVISION$ 8Y EROSION CONTROL NOTES — �E AL SSL 1) CONTRACTOR SHALL INS?ALL AND MAINTAIN EROSION/SEDIMENTATION �, ; CONTROL DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE 1.) EXCAVATE IN BUILDING ZONE MIN [.� BELOW FINISHED FLOOR � EROSION CONTROL PLANS TEC;-!N DATED JANUARY, 1991. ICAL GUIDANCE HANDBOOK- (ESC) 2.) SWALE AND .DRAIN STORM WATER AWAY FROM ALL BUILDINGS. / 3.) ALL ROOF DRAINS SHALL TIE INTO STORM SEWER LATERALS PROVIDED. 2) APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOCS i NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RF..STRICTORS, CHANNELS, RETENTION FACIUTIES, UTILITIES, ETC.) I 3) THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC 179.211 FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL -\ ` • Y r•�� • Y ..� • Y � • . �� Y • ` • . ■�Y • • ��• • f �•� • Y ��j�� • • �. •�'"�� • • Awe • • •.� • • .� Y • �� Y CONSTRUCTION IS COMPLFTED AND APPROVED BY %I - VEGETATION/LANDSCAPING IS ESTABLISHED. - - - i 4) THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN .• f .. _•_._��_: .� _, � , CONJUOCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND .SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS OR VIOLATE �`�►�'°� '' wa.. APPLICABLE WATER STANDARDS. FodWe . 25' YY1. 5) THE ESC FACILITIES SHOWN THIS PLAN ARE THE MINIMUM a.aw Pit Run or 2'- Ubmv or•w � REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS �tbpprr "' °Y" a j Deo(oalle. ... Rw�ulrod t Provi a Fug a NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT woof ( f AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. r 6) THE ESC FACILIES SHALL BE. INSPECTED GAILY BY THE W APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE THEIR CONTINUED FUNCTIONING. • � :7) , Q t 7) THE ESC FACILITIES ON INACTIVE SITES SHALL 8E INSPECTED AND TALL TEMP. GRAVEL ( IN i ` r � � CONSTRUCTION ENTRANCE ,' � � �! � W MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS I 1 i' FOLLOWING A STORM EVENT. 8) AT NO TIME SHALL MORE !HAN ONE FOOT OF SEDIMENT BE ALLOWED TO I ' I > ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND iA m CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE j Q INSTALL TEMP. GRAVEL / N / CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO ' THE DOWNSTREAM SYSTEM. INLET BARRIER (TYP.) 9) STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT � � I THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION t•' Ulm. OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE Runoff Water with (12' W. Dept,) L1 THAT APAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE ` Q PROJECT. `,/• : , f . Mah i t Sediment.,, Filtered "ter �' j' I 1 10) STORM DRAIN INLETS, BASINS AND AREA DRAINS SHAM BE PROTECTED Water an Top I � , ,•• UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE- ESTABLISHED. 1 GRAVEL & WIRE MESH INLET BARRIER 11) PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 1 I 1 I w 12) WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER TIGHT TRUCKS (� i SHALL 8E USED OR LOADS :SHALL BE REQUIRED TO DRAIN UNTIE ►DRIPPAGE HAS BEEN REDUCED TO LESS THAN ONE GALLON PER HOUR BEFORE LEAVING THE SITE. I Q 13) SEDIMENT FENCE ON PERIMETEROF SITE TO BE IN PLACE PRIOR TO EXCAVATION. z�, g ! � r i ,. 3 • l 3 1 w Fllr fabric material 34' wide rout. UN staples or wire row• to attach 2• by 2' by 14 go. tiro U fabric wire. / abrle m piny. VEGETATIVE COVER DESIGN CRITERIA >r� ,:b.. 1 ,_ _ _ i : ,' V A. GRASS COVER MEASURES MUST lI3E FULLY ESTABLISHED BY NOVEMBER 1 t 'I OR OTHER COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS r COVERAGE IS ACHIEVED. TO ES11'ABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY NOVEMBER 1, IT IS IRECOMMENDED THAT SEEDING AND MULCHING OCCUR >''by 4'-»r.«+• •i-w-r W BY SEPTEMBER 1. Wier or t� I / B. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON "r'y"'per Or n1a rAtltbx I / SLOPES STEEPER THAN 10 PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A 1-1ter facto , i , t BONDING AGENT (TACKIFIER). APPLICATION RATE AND METHODOLGY TO BE IN m.terlal Y 1y f•eT If N 1 I / ' ''t''•''''''' ' ACCORDANCE WITH SEED SUPPLIER RECOMMENDATIONS. ;.;.; C. DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE Uj W� . , . , , . � .,� Ir OF HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY '''''''�' `•'• WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.) 1 D. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. / INSTALL TEMPORARY I Uj SEDIMENT FENCE DETAILS r SEDIMENT FENCE (TYP.) Z E. SOIL PREPARATION - TOP SOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, ' - . IF AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED I / Lli THAT SLOPES BE ROUGHENED BEFORE SEEDING TO PROVIDE MORE STABLE SITES FOR SEED TO REST. I �— F. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY JURISDICTION. 1. DWARF GRASS MIX (LOW HEIGHT, LOW MAINT'E'NANCE): EROSION CONTROLPLAN , (D � DWARF PERENNIAL RYEGRAS`'i, 80X BY WEIGHT CREEPING RED FESCUE, ?OX BY WEIGHT -- I Z APPLICATION RATE: 100 POUNDS MINIMUM PER .ACRE SCALE: 111 = 20'-Q" 2. STANDARD HEIGHT GRASS MIX ANNUAL RYEGRASS, 40% BY WEIGHT 00 TURF-TYPE FESCUE, SOX BY WEIGHT z APPLICATION RATE. 100 POUNDS MINIMUM PER ACRE G. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND < O WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZER. W � H. NETTING AND ANCHORS, AS NEEDED - FOR DISTURBED AREAS ON SLOPES AND IN MDITCHES/SWAL.ES, BIODEGRADABLE NETTING, OR JUTE IS DESIRABLE AND MAY BE USED J 0 INSTEAD OF BONDING AGENTS TO PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE ANCHORED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. pl t. WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD] BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT CAUSING RUNOFF. J. RE-SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT Date EROSION SHALL BE RE-SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL 'r err,.. APPROPRIATE MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. , Scale •� Drawn / . Job 1 `> • i oaso sw 87th1 z of 18 Sheet t Y BLIP 98-p204 SUP 98-0432 /4 M N PTIINTIo oh 100.io0o"C11A11MIMT o Of 9 8heetl i IF THIS NOT1C9 APPEARS CLEARER.THAN THE 10 DOC11MENT,THE DOCUMENT IS OR MARGINAL,QUALfTY. +T g MICROFILMED hfd'LEk1P.lilr ,wt.. - , IV -71 - _ -.�,.�. _ -+--mow- _ w-r�-.- -'--'�'--• CULT) 6 ) � GRATE h FOM A.C. 1,21'k, C�CAEIE rtQ�VE t�E AS�itItLT FRAit onALs (t:M. GILY.) ,A X LAMS n rrii� rniwc�anA`aai FVW A.C. SU Pu,w tsps+ ft409 dT PATCH (CR OILY.) AND M'IIM PAK 1VPC E10S112, OL W1 -� trAlCfi E905T. PIMIIi. 111QiS, MW SEE 1KAE 15 - E]OSTIIC /6P11R1T Cp(CRm SUS)a DISDS fNtiH - -� 101 ' ' • : 1• oahtcsacIN PRV!]eEN1 . 1 �rR[si1GI1 00 — _ rLw aILY) PAVE11D1T � . AT ' SU PLANS /011 J• • C ON � � ( : PPE IJATA > AOt Pup E. , (1E1151�1f Blom-_� • ; LMCINAMIN -f DOST�tc 00 � TA it OR tlr +-1/r METER • li' SIMa�Attar ' �) �.... PTE PDAANII I N J/m-0 OOIPACIED (riff trm uo an M Tumm mu � TT� • SE 1001E p tt a tr ttocx, wmt ttnc t 171ilVIiH IIEli1r'^ N Dom�1MK N Mm wx 46 GR" FW • • 4'GRAM!IM[ ' PlJ1k'X 1. CUTS INA •� .C. !°&DIENT SHAI1 LTE LIADE W(iHSPADETYPEr ""` •. .` , ` •MML PAVEMENT WA ER, SPADE TIPPED , � +-+ nv I DROP HAtJIR, CU111NG WHE D' A—A CONCRETE SAW OR OTHER N'PROVET) lJE1110D. INTERMITTENT '-' �1 ` voon NTH N IfLA-- PUN CH�lG WITH A POINTED JACK WWNER Will NOT BE PERMITTED. 2. CtffS IN P.C.C. PAWMENT SHALT. BE MV WITH A CONCRETE SAW. � 1-1/J! olt 9 3. 1'-0 CRUSHED AGGREGATE MAY BE SlIt,1,S TUTED FOR 3/1( -0.4. MOM. °0"POt "'"M1° t Y' aR r MRowa nal STCF TM MA1111 HAM aRA1t ' k PA11EpIENT REFIACEMEyT WIDTH $ , TRENCH WIDTH PUTS �c . PAM raltT nls3r"0 ,"A SEI 0 XLL)l s 12 KHF.S ON EACH SIDE FOR CONiROIlED XNSITY BACKFIL AND r~L a aL MAN EPWY OOAS10 sAD01Z ./STAMI M -(Im Now No. 4 � mo ' _!_ TRENCH WIDTH PLUS 18 INCHES ON EACH SIDE FOR ROCK BACKFILL• sten NNW (QC. 1MREAW r i—i 2" AND 2" METER & DOUBLE CHECK ASSEMBLY k r 5. PAWNENT REI'LACE1�E1rT � SHNI BE AS SHOWN ABOVE . ` ? >E FOR ROCK TRQdC}I BACKFXl. FOR CONTROWE.D DENSITY TRENCH wo�cM; .� •�-- E�CKFIII„ PAVEMENT RPM" THICKNESS $HNT 8E AS FOLLOWS: i•)set MIXTOON 000LO�2 Of 00601ucnon SPLCMKJAMINIL t STREET a TiON L)AND Mwn j W ON PORTION Mcl#1 WATER ww � � - - 7- .• Gwwo lllooAl rraMN AMIAI COLLECTOR LOCAL Mal 001 seuMNo Surpm � � '1 7/t• 7�t► 1 WACtS CEIVENT CURM Ir P.C.C, r P.C.C. I' P.C.C. s.)wD Mt1DR ON PMl/A1t FRDFi'R!Y N1♦lOUT tAMowcuE �111 � _ i• 11'► TIC. OVER P.C.C. �' AC. 4� AC. 4' A.C. 4.) TMD MtTQ LIOfEEs It[LIUIt� _ AS< LT ' m LL)AT 1Mt W 9WALLAIIat StTM WAVT ME AWAM no r — ' 7/r T'10.-kill TIC. 4/ AC. AC, 170 uv La101w $Erol CoNNEnm sM bees W METER >r 7/Il•--I ��--�I—,�/M' 1. r CAN K PLACED N ANY WALL. : Aµ C�NaRr1t 1O K 3300 P.W. GRATE FRAME DETAILS FOR TYPICAL PATCH FOR FLEXIBLE PAVEMENT ' TO To[ '�` i TYPE 1. TYPF 2. & C a.c, Seo " - R'1"OE GUN VM 1'-3 + GRATE DETAIL N.LS. 1'OTA.'LIFT N" WAR OW/D1D�J11�[,l (GATT Mlp1NaTR�T sT[f L) ( CAST FM pl CAST an) - PLAN wAIV PAVM As SN0Nq Tp FORM LOCAL.De es'sio11 NOTti 1. AL1. CASi M SNAIL COWOW TO ASTM A 4M(A,1M10 Y 105 F10 GRAY Oft CASIM M CLASS 3% ON (AASID M 102X'CLAW 70 " CAST$ ELE . I RMW>n 1 �T Sl10NN FOR CA>YiMO MAY IE MADETOCONFORM TO 001MION v"wm PtACrAZL l GRAID AND F RAMM MAY St OF CAST OTR VO'11JLD aprM 4.�MVR ORAIE b�WALL K AM A-7 OR ASTM A-373. STANDARD TYPE 1 CATCH BASIN & CATCH BASIN CLEANOUT DETAIL � p �g !E T�ICM,tl�i S!t T1TILiAL►A11A0lIR � GR ►ATOH LIETASj j 11fN(.AL/A1GRpfT 1 FATOI W!TALS i X W a C.0S. FRAME L COVER 41e _ � '46 46 � A'b '� _ _T POUIbAl1aM 1cTAMl1ZA1N1N mj0mAlRow STARMIM I" WA11a1 fiTAGRliAl10N A:mem tY E110M*E!t AS DI UM Lt:T OR*= Al MAM v D L1'D+aIoEIR NATiVE _BACKFILL GRANULAR BACKFILL CONTRO�L/L�E�D���DENSITY I EnCH PAY MADTH BACK-LLL SIM QE PIPE a�w1 VAM ODM M OAaaEl MALL ME pAY HUM OF TRENCH UNW N ALL r=l PAVED S1RI>sTL F r - r ar ou 'io a a+E an Loom OF 1w 101' - 24� OL11s K Dmem PLi15 tr I . Y iwn AN= �aAAMEM P IS 70• i' (W°TO W.) Gre LM; ire HEPTA r 2 11RD.%" =IN a 1r apt ums •a 3 1110M L.D10TH Is SO" OR LESS �-- VYE aa: � 11) iCil DVM Mp 1iEHCRI gtlTH �'" coww a � OOM MOTAR VAiN pR / / mmmm an AAQW PRaVD saNOM� � _d►Q1QtANANAD L /� IApOLL T. L1 a00Nt i�ff L(C-7r 4i r / , ! -tT110UT JONiS NECIP"M OR MASTIC 3WO F 1E ► ' 1/400 1•-0 '+6b -J Ra s� .. t t^D f R y SNoolw °0 ON L.UI� SUM J000►! ;.i' "' ROCK 4 ALL. PM Eros m Fi�E l'AT•LPM. �' !'AY LIMITS ROaf 11AL1S�OF"`INTH STN)CWRE ) CLASS 'A' OUT Pi 9 CLEANOUT DETAIL CONCRETE CRADLE GLASS '$, CLAS,���' N.T.S. Lt�2.e ���� FOUNDA710N GRANULAR FOUNDATION •e � b aFrouT ALL ,TONES L1.1.9 Lt-�.S 1 . ottANl � wArotnollT 111 4 TM D - OUT=OL461 ERD[L'1H of } r - 01171HM10 T1H Of 88MYAl[TMAL Dt1Ot1f PIP[ M` GRAvn : � �•: PPS MilOw D . Boom L7ommumam" MAaiFLLL1r !SMAUJI r N01tst r smome is. r 1.) ALL llalMfYAwsiGR AND MATER�lS SAND 4r !LARM, 10"J TO ME N AOOOIRDAM MVH cm •�t' y VU CM47"C" ICA1Ra111.Of SALEM DOM STANDAM AM STAltmT�lai 04ALLL NY K FL,AC®111400411111. MT RA" JIT :) ALL 3000 POOiIRpLI[!t MIiAIl LR[ W THt L1F� M Sia •WbI ARE DE VWff ON [XrAVAR IDL Cablllaft 3.) Ir MAWAJM F*E ML • 's.�r ..•:kl o SELL 11QAs IDR ROCK OR OiRiUR 01C01M 11MIKE MA iK 4.)FOUR N FIACE LRA! *W MOMT1EILCH SHALL E OWN EILCAYAIED A Irt OF f i THAN 2 PIE'! NWtIM f1RU011N L RlS1L1ED NTH OtMANJMt MAIWAX AS OM, w CLASS ' ' ' $0V" •MA ML MAWWA N Pff @NALL ROUND CLEANOUT r, SeLA _.�. Mt COMPAIL'TED AS rtrorlrs FLMaR salt 10•ACW L•MNi N•t& La #=-IR '��" LEARNING TREE SAND BEDDING COMMON REDOING THE NmtAm R GRP we lumen Lt-1.01X'�' DAY SCHOOL �J 1,I EDDING DETAIL •GALE i AF'PROV t0 IIY i DRAWN MiY SIT 'tet i 4-10-96 RtV1/tp� ••-_ 10360 SW 87th 13 of 181 0360 SIN BUP 98-0268 BUP 96-0432 c rLl, +�' TIGARD 87th Qa E4.i0 MED ON NO.100011 CIAMMIM• 0 R E INT LMRI►lAIM�O N1lMtQ+l -- . ------�. ��, 54 of 9 �j IF THIISI NOT CE DOCUMENT,THE(DOCUMENT IS OF MARGINAL QUAL� �Y �Q I'i'Y. OCT � �18 e MICROFILMED J� C �•. •• • ... • . - •I� I• . • • .• •..r•• ....- .I +.. • .r •• . • •• < 1 al ! � _.. ..._.._...__... AG.E:�. F=��I✓«_PJM �U$RUN� I � •- t ; � .516►tr-U�.yc-uK��.JEa ' �t,M s-rE�Z I I • tet- - ,z Tu,M I \ V1 O i2J-K I r �1Aoto��lr � I '�Tt•l� �ObEFRs, fAp.NptNA ' �tME5T1�► ; � A �1 ' cin N PY NAND!/+�A DGME`yY1GR 'M �/ISIc�tJ MPA CT r,' F=t-ow•E�rN�a EuDrJY1�1��� �I•,Cdp�►NCE: �. ( 4:;tJM `L•..a.lE-`Tl'< \ I � ; } A�A•5 _ _ I DAsvl 1 _T"�.IFAN 5e. �x �✓1�aaG.NuN ` REa T%4 L" \ EVOr4Y►` OUl., aLw.T,e. `�►IJE NI�PL.0 W �►.�11711 , e__/ OAK .. MOON gAY' 1111 AM- , I `✓I Pjt)e}.J U M'I � � Fr-><=�Ytc��^ 11,Iff,.r2t•IF•�71� C.41J rt�l l I •1 0 -PLAY u1 • � *Alm. Auc2-r- _ \ _ I • • I I � �'+��LE�ICIzad INTC2M�prA -��-w�+J� , Thi� l�A,�z►.t I NEi T-Rre T��.Yc�.Q� G-rc, �GFt1t:15rMAs cH�ct' - ! ----� - , ,.- . . C' �: S • W. e / 7'H Ave. A Rr-->, C_-,m F_Ej 6 N s( Lawv5c-AFF' ?v.N _FS.Y' �E ,Law �- i AS FER LI z ;PUI>DINIA?V q1 p, 096 SA-PAMR E. F>A-af—W L4Y �I Ex. ( L.rr`( of 1`14ARD A 4�� M cAF r—L-AW �`SC-AFr— INC , I [mac a , r 7,c►p oNESs= '� � I 1 I C &AV I ' N vONymc)0�> I 'tMal A 11'x{ C.' S 1 cn 1--FT` - --. ._ - I l�x c�{>lA f/► CJa�r.Ul•�1rJ� FENGE g�� cWc� 'r+�ucw' FogsYrl�lA t}r.15T•1 rJ t7Ltq Wry 1t1ttiEUlk NAIJD1tJA voMEytICA 10360 SW 87th 14 of 18 BUP 96-0268 BUP 98-0432 '{fit,-)•�Ti' 1AN T-SINE,_ — �� Of Sl ' "-__- .-....., ..+., • "^'wwroYM•r_r_"'_ r.. -vr _,3wf�+,k,a -_ tirt sSG.....:.'. r'lta �Yl �. ,, 4� , IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. t1'T 9 im i MICROFILMED 1� , . . v iAdk.'a�aaal�r+tr .. `" '. +Ii141�t�t�IIl�11 �+�!��' �► • talrr X6 BARGE & ---- - L ARNIN REE 25 YEAR ARCH. COMP. ROOF 1 _,____ unnnunnnuuunnnnnui - FASCIA BOARDS _ AY S C H O L /4'X4"CORNER BOARDS —j 11 — TbG SIDING WITH 3" — -- - _ - - VERTICAL GROOVE 1/2" PANEL 5/4"X 4° • WINDOWS. TRIM (TYP.) S 2 F R 0 N T E L E V A T 1 0 N L E F T E L E V A T 10 N SCALE : 1/8"-1'-0" SCALE : 1/8".11-0— DECORATIVE PANEL "K" STYLE GUTTER 3 BACK ELEVATION 4 RIGHT E L E V A T I O N 1 SCALE : 1/8"-1'-0" - - SCALE : 1/8"=10.001 Omar rrv.•.w... •Y.Na7 - .IRAV014 aYCT.• Imm u4" r,w n"m A 48.ir� eu uA..0 I v�Ac� -r S4c7N—op-20- �D R E I R E E N T S% P . IAC GP-551 L .7 � (�f 6•.•s f'ISI twos 1 L c7 p, c►-�o g,b i✓1..1;2$ 1?..AM P W1 !7-i, J50 - to " • • bM-GrAI3l.e •ay.�ra�.N.n.dd.-. WAleMING oIan!4 and Clear Fba spem 36 win °iran" 54 anln !i s WHt: L Stop- �, ' »ro 36 awn _ o� 1z 12�w,t 42 own 12 aNn a0s 1hlu , 306 tuns wool los ��c� I pw•• 0 4 5M1 MC. JA M Zv Ana• a tl••rone• ............... .............. � 1� al M �Z � � 11�W�Jr' S A15LE alNr•ns1 "_ � Idepth ' _Z )7 i Sdi d (H e.dl wd FIGURE 31--LAVATORY CLEARANCES s i .....1.-....._.-......i s`................. FIGURE 29-41RAs NARK AT WATER CLo>YITS • FYar> D�fn VAN AGG SSI E�L Fountain at CooW Fountain at coaw 17min 6-v11 SMANDARIP 5PACO uo r FWME FOUNTAfFM MW WATER COOLEM rotor • flow SINALF A66��6113LE PA9V-1W5rA6E • o 1e max Submit the cut sheets for the lift provdng access to the swimming pool for * Ir o441✓ A�-GF-S5j13LE FAizWN6 5pAa- 15 p p-,0v1DEt !T' SHALL M ua persons with disability. t��sl�K�.T'Eb' �iA•F !�+��S�I�L�; AN17 SHALL 1 AVP- AH AdbIfi10NAL- SIGN (OIZ2o-�D) MaU1tfiEb Ci�1.Ol�I t>•}E -�N�►� 7 51'p.GE �Afzk1NG 46min � The water closet enclosure in the swimming pool room shall be accessible to 1 ' 516N�OI'220"og1• 1:20 1 ' �/ persons with disability. Provide a minimum of 420 clear floor space on the flush ha"s side of the crater closet and a minimum of 18' from the center of theR E VPS E D VAR-,AC.('-P-S5l BLE GE 6 AGAN 15E USW I3Y A14Y VF.H IGL1: W rro A '^ water closet to the rwtt ist obstruction on the other side of the water closet C7Mv b15�F3L ED [OSSC, Section 1109.10.5.1). � L E A R N I N G T R E E FIGURE u--CLW FLOOR MCE AT LAVARMIRS � �f K♦� DAY S C I-I O 0 L • Every common use tNtlt in claaamoms or eaewhero shat hs+scr�esaible. Provide , ..,,� �\ 137'u. TW. ij �� dslBlli MI(NMI is�0111141.11.3. � scAt.[� �-1;DED DRAWN AFnwv[D�. 10380 SW 87th + M1, " 15 of 18 (1 1 u DAT[: 4-10,96 R[VOw 7-16-96 Bl1P 98-0288 BUP 98-0432 ', U ,;��� . 0360 SW 87th TIGARD. OREGON / Iv U x as r ONM OM Ns"o.seaC1�A11pow ORAW"s NUM[[!1• I 1 of 9 IF THIS NOTICE APPEARS CLEARER THAN THE , DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 9 10 MICROFILMED ✓....3131. ,rra� ta'o• S 12 s r— s� zr e• zs•o- ze'-z• -SCISSOR TRUSS r•P 1/r Ix e• ------- ,J('r�'� 31AW 31.10* Faou+s vAR1ITION-NOR.NGT.•a•-o•. z'-e lrr--_1~ � ------- - r•3 yr ' - - — --- ROOF TRUSSES W/ R-30 ATTIC IN TION PV. I x i. ---,� ti - -- ^ . Cp, VENT- GYM • - -- J_ . . w CLASSRM 5 ay R-1 S WALL INSULATION -- Ne r l _r_1_­_1_.__.1 - _ __ _ (TYP.) POOL -- LCI LCLASSROOM5 j oECKOR�r1�'� _ -6 vENr W VINYL. DIN VW 4 i CMIET // //////.�/ I FLOOR ORAIII -._ CLASSRI�AII B - 4 R-S PERIMETER INSULATION � 1! A ao _ _ --- ---- , " // NOTE. 1-HOUR 29-4 1'- yr Irk• WER . .MiE WALLi&ALL wECN.Rll WALLS. Tr A R-S IpERIME7ER INSUL. (TYP.) i // ///////////♦ /♦ I - L CLASSROOMI S11[LVts 1 BUILD ING S E C T 10 N _ N .". .,,/,��',. � „ , _�r b o Ir°� _-- ///•////!//J/ /✓ I H Z 20-61/2 - - - - - _ I ♦//////////♦ /♦ �'" ,'-r (S-) C..��- C �� - - // ♦/////////// // i -- Cl�MP1JTER 3..5. J31-11 In* 11'- —�— - M SCALE : 1 /8"=1 '-p" r_ -_- - _�_ -- i // / 3r --- Sr --- -- ' 7 - --- // /////////, �� _# t4 _ N cARVET �•�� I VESTIBULE, 1 \ ---- - lrW b e-1• C // ♦/////////// ♦/ zr saa�► -- \ L I �) BAYS ^' ENTRY RAISED COUNTER ---- 2 BUILDING SECTION ' `�"�` - CARPET -- ��—HANDICAP LIFT i GIRLS �— �� ) DRIMIG INS. iP L... _.._..._.. .._.._. _..—.. r j -0. A f NC ORIW �, C r CAR SICK AREw 2 S C A L E a• 1 /8"=l ' -.p•' $ N FOLaNDPARTITION o STK II CARPET' VMfYt OFFICE e'o•NKW FRAMEOOPENNq 1'-r la-2 1/z• 2--31/r 5--Glir r-Iri , s'•1 1/2' 1•1• v ----� r., 2.p�•.e, 1''11• r-r I r-r 1'•11• , ;'-SI• � e'-I• 1'-11' T-T a'-3' ,'-11• r-r BOOKCASE A 41 '151,11 1311roLe C3 -� I ATTK:ACCESS -- ------ TO FURNACE I 1'r r-r e••s• "r-10 I/r --IJ- A II . , • GYM 112"COX SHEATHING -- '^ I I I +�' CLASSIXXIM-5 I CLA.SSROOM9 � CIAS.'�iROQle� CLASSROOM� I - - I C_I accr+ )M_1 _ --�- : ------ 2 X 4 STUDS• 16"O.C. - •-` - - --- --- I uIRIT� � - - - ---- -- -- - - - I 4 W/R-1 S INSULATION y l II VMIYI. I CMP:T I - IISCAkKT a HOUSE WRAP Q �, _ 1/2"SHEET.ROCK WATER RATED GYP.BD. ' _ -- v • I © 4B I '""* i B — O W/ OIL BASE PAINT @_---_ i _�z -- C WALLS b CEILING. - - 25'1 1/31 !1/? e'-r r-r T-r e'-r d'-3' 7.r \ •!1/31 e'r 4 --- - —_— --- -_ ---- -�_,� _ f r-r r'-r e•l0* LAP SIDING W!6"REVEAL - — POOL �_._ ----- - --- -- ' _ _ ' zr-e' 1 s•-0*' 1 s'-0*• 1 s'-9• 1 S'•e• 1 rte• 4 TYPICAL WALL DETAIL 2 2 2 SCALE: 2" - V-0" 6" BULLNOSE QUARRY TILE �' S H E A R W A L L S r W 3 L 0 0 R P L A N rr Note: All exterior wails 1:o be 2x4 @ 16"o.c• 2 SCALE : 1 /8"=1 '-O" 4" CONC. SLAB except @ gym and pool wall where they are to be 2x4 @ 12" o.c. or zx6 @ 16" o.c. 0 0 C 000 0 0 1.7-0 00 0 u v 0 0 0 07 o o OCR 0 TM•0;• �■ -- SHEAR WALLS- 1/2" CDX nailed w/Bd's D 0 O R S rj 6" o.c. edges (blocked) and 12" o.c. field. TILE BASE 0 POOL Jjf4 (INSPECT BEFORE HOUSE WRAP& SIDING) SYMBOL DESCRIPTION QUANTITY �- SCALE: 2"-1'-0" SYMBOL. DESCRIPTION 3/0 X 6/8 STORE FRONT DOOR ►. Simpson HD2A thru 2 studs. QUANTITY � W/ $@DELIGHT AND TRANSOM 1 SHTRK. WALL O VINYL-6/0 X 4/0 SLDR. 2 (SEE FRONT ELEVATION). HDR. HGT. - 6'-8" R.O. 74-1/2" WIDE X 96" HIGH. iX 1"WOOD TRIM VINYL- 8/0 X 5!0 DBL.. SLDR. 1 B W/ 24" VENT SET. 5 C� X10 X 6/8 STORE FRONT DOOR `---- ---- HDR. HG•T. - �'-8" C3D 3/0 X 6/8 DOOR 15 GLUE& FASTEN CARPET OVER 1/2" VINYL - 610 X 3/0 SLDR. 4 SHTRK. (TYP.) HDR. HGT. - 10'-10" �D 3/0 X 6/8 DOOR, W/ WINDOW 2 - _ VINYL - 8/4 X 1/0 DBL. SLDR. CSD 3/0 X 6/8 DUTCH DOOR i A 1/2"SHTRK. 1/2"WATER RATED SHTRK. `- NOTE: �� W/ 24" VENT SET 1 CARPET MUST HAVE A CLASS I en 1 X 3 HDR. HGT. - 6'-8" FLAME SPREAD. .LAMINATE WALL COVERING Cbl 2/4 X 6/8 20-MIN. RATED DOOR (0-25 FUNME-SPREAD INDEX) CARPET / TO EXTEND 4' HIGH WITHIN 2' 1 'e ---^ -- VINYL - 3/0 X 4/0 SLDR. 1 FINISH FLOOR CE� C: 3/ X f AND WATEOF THE R RFU'CLOSETAND S. �URINALS 44 1/2" ABOVE HDR. HGT. 6'-8'° 0 6/8 60 MIN.N. FARE DOOR 2 BATHROOM -FIN. FLR., 1 X SUPPORTS - -- 5"RUBBER BASE W/ 1/4"PLYWD. `. 1 X 5 NOTE: TEMPER ALL WINDOWS WHICH ARE LOCATED BACKING. !r VINYL FLOORS ONLY. `% WITHIN 24" OF A DOOR. NOTES ; VINYL FLOOR - Ph - PANIC HARDWARE 6 CARPET / WALL DETAIL DOUBLE METAL COAT HOOKS ` • SELF-CLOSURE L @ 8"O.C. (70 TOTAL) INTERIOR GLASS INSTALL METAL KICKPLATES ON ALL SCALE: 1"-1'-O" r7 _ WALL BASE @� VINYL FLOORING EXTERIOR DOORS, EXCEPT ap FRONT ENTRY ; Z SCALE: 2"-1'-0" SYMBOL DESCRIPTION QUANTITY INSTALL PRIVACY LOCKS AND AN "OCCUPIED" COAT HOOKS ALONG ENTIRE 0 38" WIDE X 29" HIGH ,� INDICATOR @ RESTROOM ADJACENT TO Cl!LSSRM. 6. WALL @ HAI.LWAY/CLASSRMS. (TEMP) HDR. HGT. - 6'-8" REVISED • -.. �� 22" WIDE X 44" 41GH $, (TEMP) HDR. HGT. -6'8" {, ,� LEARNING TREE DAY SCIInOl- NOTE: INSTALL BLOCKING TO SECURE BATHROOM STALLS, SINKS, DIRE EXT. BOXES 8 COAT H 0 n K S72" WIDE x 48" HIGH � SCALE: N( '' AND NOTED "^r'rIKORTt ALL OTHERNECESSARY HARDWARE. — SCALE:: 3/4" - 1 -0" rcPP) HDR. HT. - 6'-8" I DATE: 4-10-96 navoco 7-15-96 + gal 103803W87th 18ot1e 10360 SW 87t BUP gS_0288 - —.--- (_) 48" WIDE X 36" HIGH ���� TIGAt�D. OREGON 98.04,12 (TEMP) HDR. HGT. - 6'-B" �1 a t n r 24!t 31 INT[D ON NO.100011 CLiAROM1IM• IF THIS NOTICE APPPAR3 CLEARER THAN THE DOCUMENT,THE DOCUMENT is OR MARGINAL QUALITY. OCT a 10 � MICROFILMED I 2x PT SILL W/ 1/2" x 10"A.R. 2'-0" O.C. 2x PT SILL W/ 1/2" x 10"A.B. 2'-0" O.C. Fewwc 6" --- " iA VA 13ARRIOR R-5 RIGIDINSULATIO 3 --#4 048" O.C. #4 HORZ. 016" O.C. pl II II II 4' PVC RAIN DRAIN f #4 VERT. 012" O.C. i` lC1t C' II II 4" PVC FOOTING D 4�t g" 4" IN ROCK (AS REQ.DRAIN,_ ' \2-#4 CONT. �'COW INsue: VAPOR BARRIOR if y 1 -2". .. 4' PVC RAIN DRAIN -- _ i' to � I ,�a II (C� � II 6.1 5 RI ID ,NSUUITION II P IS® �I p. / II COAPACT11)091 VEI Ftl ;) 1-11" - � I C, I +O 1 TYP. EXT. FOUNDATION WALL FOOTING _ -_- � O° II �v� I •��� II �'Lai 3 SCALE : 1/2".1'-0" 4" PVC FOOTING DRAIN _ 4" $•, 4•� 2-#4 CONT. I� �► / / IN ROCK AS RE N i 4 I If I ( Q ) 1 ABOVE 4 I �i �ItiGP� �� �• NOTE: ASSUME ALLOWABLE SOIL BEARING PRESSURE !SOOPSF. 2 EXT. FOUNDATION WALL FOOTING 0 BACK WALL 3 I SCALE : 1/2"-1'-0" II 5 I �I / I CONC. • 270#/FT .___ f I AT RI, - 1 I `~ 2 X 12 RAFTERS 0 12" O.C. I IDG 1II WALL LOAD • 200#/FT CONC. - 528#/FT II uu 4 I II I I MAX. ROOF LOAD • 42.5#/FT (30') - 1275#/FT. WALL LOAD - 200#/FT II I�__ __ '_ __ ____ _- _ I _ R I D G E II ! MAX. LOAD • 1745#/FT. MAX. ROOF LOAD - 42.5#/FT (6') - 255#/FT. 150OPSF 0 2 BELOW GRADE ADD 20% - 180OPSF MAX. LOAD - 983#/FT. 1800PSF(1.16') - 2088#/SF. II 150OPSF 0 2' BELOW GRADE ADD 20% 180OPSF II °C II Ij 14" FOOTING OK 1800PcF(1.33') - 2394#/SF. �� .• �� ____ ___ _____ _ _______________ __- ___-___-____ ==il ! aX12H0R. . if 16" FOOTING OK 2 X 4 P.T. SILL W/ 1/2" X 10" A. B. 0 2 X 4 STUDS @16" O.C.- /3'-6" O.C. *GYM & BACK HALLWAY WALL. 6'-0" O.C. 0 CLASS ROOMS AND POOL ROOM WALLS. BUILD GABLE OVERLAP W/ 2X6 9 II ®ti/ l�j'" it II a°� I -Q I I ��vc,S / I I - • • • • , FRAMING ON TOP OF GYM ROOF. % j I C�, I I ®,L I - ._._�t. ._ 2 X 4 STUDS 0 16" O.C, II SSS it / 00 I I 4" CONC. SLAB 1 --- -- 1-#4 CONT,lot -! j/ I� 2 X 41/2" II II j II P.T. SILL W/ BOLTS I I I V-2" 0 3'-O' O.C. II II II II -- --II AII 3 TYP. INT. BEARING WALL FOOTING 3 -____-_-_ --__ -_- ___ - -- -_-_ - - - - - - - - -- - -- - -- II JI R SCALE : 1/2"-l'-O" 4" CONC. SLAB ON GRADE 2 PROVIDE ATTIC DRAFT STOP 4 EVERY 3000SF AND NOT TO EXCEED 4 X 12 HDR OVER WINDOWS (TYP.) 4 TYP. NON-BEARING INT. WALL ,�M ;,.,y6 60 IN HORIZONTAL DIMENSION. 3 `r SCALE : 1/2"-1'-0" 5 R 0 0 F F R A M I N P L A N SCALE : 1 /8" = 1 '-0" 108'-0" 3 a I I II a N � I r—�, R O O F T R U S S E S tn I1 II 1 I 1 1 ! I a I •_0.. 2 I 1 go EXCAVATE 5 12 I I FOR POOL I I 1'-0" 5 r-- 0 3 ( I M I I IX 3'-6" CONC. PIER (TYP. - T-10" V a 4" 2 4" CONC. SLAB OVER 6" MIN. GRAVEL FILL I I r - ------ ----- _ ( I I I I I 1 TYPE A 1 1 I I TYPE B o _3 I I I I 1 3 `r. a 1 1 I I 25'-2" I I 12 o 12' ( x+2.5#/') (30) . 7650# 5 F_ oc a 1 I 3 CONC. R x1o. a ( I 2 1 5.1 - 2.2 5' O ! ! 3 �oNc.F►r+c. /9O•.�O•.+o• S00#/SQ. FT. 30'-0" I a fi CONC.FTNO. l-- 1 3 --------- ----._---_--- --- , 36'_9"__._ _ 30'-10" I I I 11'-10 1;2 -0.1 1 I ( I 5�5'-O" - -- TYPE C TYPE D - -- ---- —---- _-----_--_-__ ___---- ____ __--------___-_-- 4'-0" X 6" X 7" THK. CONC. FTNG. (TYP.) 1 1 11 11 11 11 II N DRL STUDS 11 11 II �, 1 1 a a +I I a I I 2-'5/8" STUD SIMPSON HD2A HOL.DOWN BOLT' W/ SSTB 16 ANCHOR BOLT. SILL PLATE ;�2 5/8"X 10" A.B. @ 30" O.C. REVISED SHEAR WALL. ,.• 3 3 `4"-CONC. SLAB +�� • Ii' L_ E A H N I N G T R E E DAY SCIIt1OL c ('� R 0 �� ♦ YGAL►t NOTEn A"r#dv O*y: oaAWN K 13Ty (a SIMPSON HD2A THRU 2 STUDS 6 r��! - D A- 1 0 N P` L A N_ _ '" TYP. HOLDOWN CONNECTION w OAT[: 4-10-96 imyao 7-16_0&- `-� W/ SSTB 16 ANCHOR BOLT 3 iOMOSvy 288th 170f 1fj SCALE: 1 /8"=1 '-Q" 3 SCALE : tet"-1'-0" , 10360 SW 87th TIGARD. OREGON BUP BUP 98-x.32 Of 9 �x� /IIM1TtO ON NO.low CI�A1/IIINT• 11P THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGIIvAL QUALITY. OCT MICROFILMED I . . AWS 6 1/4" 2- ROWS 1 Od 0 6" O.C. ROOF TRUSSES ------------------------------- 00, ----...•...--•- -- --------------------------•---------------------- �•. 2 X 4 STUD PONY WALL ROOF TRUSSES 2 X 4 STUDS 0 16" O.C:"- 5/8" TYPE "X" SHEET ROCK TO EXTEND TO UNDERSIDE OF 5/8" TYPE "X" SHEET ROCK ROOF SHEATHING. l TO EXTEND TO UNDERSIDE OF ROOF SHEATHING. 10 EXTEND 112" WALL SHEATHING ROOF TRUSSES FULL HGT. TO UNDERSIDE OF ROOF SHEATHING. o o 2 X 4 STUDS 0 16" O.C. 2 X 4 STUDS 0 16" O.C. '16 -HOUR FIRE WALL @ MECH. RMs TRUSS @ RIDGE 1 . 4 SCALE: 1"=V-0" a — CLASSROOM 7 / POOL SHEAR WALL SCALE: 1"=1'-U" 4 4 SCALE: 1"-1'-0" 25 YR. ARCH. COMP. OVER#15 FELT& 1/2" PLYWOOD SHEATHING. .............................. ..... .'200 AMP PANELS :... -- --- _ -_-- �� � �....... ... '�........ _� ... ..... . . ................................... .. __- * - ROOF TRUSSES � ® ® , ��� -- - _ _ _ - y��--r--• —- TIMERWh) WH) REFS' °.OE] ' 46- .�• v� ••, ..... q .......... < gyp• i : O �_ _ DIN �-1 X 8 FASCIA W/ "K" STYLE GUTTER � _ _ I It �� �,. _ k � A L A - FI ••F71E ALARM SYSTEM PANEL < .....S3 JJ �� �.` . 3/8" PLYSAWN SOFFIT WO SPACED VENTS �u ® SECURITY SYSTEM PANEL ' 2 X 4 STUDS � 16" O.C. �1 X 1 TRIM A ••A W/ 112" SHTHING. 3110 SQ. IN. OF VFNTILATION REQ. < 1�•xzs, HOUSE WRAP AND LAP -PROMDE MIN. 1600 SQ. IN. 0 ROOF 44' O O Mr1ROR%S/ANITY f�7 - I+ •5 - '0't LI MOP SIDING. VENTS WITH REMAINER PROVIDED __ @ SOFFITS. °• IUNSEx SKINAG COOED sECuwnr FIRE ALARM KEY AD CONTROL 0 r r �e• CE REO 60•ABO FF. �SECWTY ALARM KEjPAD 1 011 < < RE'EASE KEYPAD - DOORML•�---� vp DE 11UMIOIFIER STAT '�'-31• 14•x24'OPEN O - I �•- �1°' < GRILL I A I •. N E L'�G J . �B= ••.. _4 • 1 4e•s : - �. M 2 SOFFIT @ROOF TRUSS . I �, I ........•........................................ QW .y1CCEjS. .................y� w•. A ............... . .................. A...... .....n ............... . ..........`'. .,................... " 1 I ECESSEDI+WALL _ THERMOSTAT ® ••, , < SCALE: 1 1 -0" < .�' LI woT,o�,CE ECTOR a --__ -1 TTIC ACCESS I TO FURNACE I I 0 ELECTRIC-AL LEGEND "' 40' � �—�... �. 1..-...1 A C..� • ...�_� �� • "�� I I I C]AI I 2-01AB WRAPAROUND FLUORESCENT LB 240- 1OIAL 76 I I ROOF TRUSSES / SIMPSON A34 FRAMING ANCHORS 048' O.C. 2-9ULi WALL MOUNT WRAPAROUND FLUORESCENT =P=3 ' < < < _ eer•OfF FLOOR•N001.ROOM- TOTAL r---�1 • .E+ (�-- �-�,.. • All, _._--SIMPSON H1 � EVERY TRUSS �-_J• I A I IJ . �1.._.....J �_.`J ��.' .�7 C-� ,L�7 � -�C� •• •� NAA:6-6d TO TRUSS REa SSE0 OOWNLIGHT-- TWALIG INTLWR I I ------_ --- 4-6d 10 PLATES IOIAL 9 E QTAL Z _ � ` 9 ® - - ® 91 2lULB E%TERK111 SPOT LIGHT- Tf1TAL2 � _ � -------i -- cm— OFFSET FNO INTS IN DOUBLE TOP PLAIT: MIN. 48" - -- f a1Tl.Er r....................................... .......................................................... .................................... ....... ..... A EM2EMERGENCYUGHTS •-10TAL-4 "••••••: ® EXIT SIGNS- TOTAL 10 CONNECT TOP PLATE 70 BOTTOM PLATE --- EACH SIDE OF JOINT W/ 2 X 4 STUDS @ 16' O.C. PHOTO•fIECTRx:SMOKE oETEC7oI1- TOT" 12 ROWS OF 2-16d @2" O.C. 61 FIIQOTEW.NAATOETECTOR- rQTA,LA � L E C T � I C A L P L A 0 RIGHT & LEFT EXT. WALLS. 112" SHEATHING ® FIRE PIAL- TOTAL 6 N 6 ROWS OF 2-16d Ep2" O.C. ® I:mt fxrRrGUS►,_R- MIAL] OTHER WAO-S. s IPOBE LIGHT-TOTAL T t S C AE 1 /811 = '� 1_0 11 „ 3TAM LIGHTWITHIIM-WTALA + FILL BETWEEN N//16d @10 O.C. TELEPHONE- TOIALI LEARNING TREE � INriIMOMSIIB-STATION- TpTAL}Q � �� DAY SCHnOI.. ROOF TRUSS TO EXTERIOR WALL INTERCOM MASTER STATION- IOfALT acAls: NOTEt) APP"V[ilwt DRAWN Ry DT FAN - IOIaL2(QI9O1 DAM 4-10-96 rareL z tat= � nave=7-15-96 SCALE: 1 1'-p`'' 10380 SW 87th 18 of 18 BUP W-0268 ,036© sw a7t BUP"32 �� a$Al�,�� TIGARD. OREGON oiu►wrw NUM91�f1 4 0f 9 f1 R 1° MINTlD ON MO.100011 C1lA11PII1MT• - �_ IF THIS NOTICE APPF'ARS CLEANER THAN THE DOCUMENT,THE 0-%CUMENT IS OF MARGINAL QUALITY. OCT 9 im ICROTIL.MED ) r � a _- --- AW.