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REVISION t7 • ♦�O0 4 I I �,eJ Q 10"M X ♦d� �� moi'' ,05 `` X27"F // /l 11/j/ `~ �1 , f�iT10N c �h 104 ���� I I ; 's "� X x t 8"F v� x♦ bib `, 5 /// 19 /I /' ( EII >RRT ) CITY 0�Tl �fl ,,..It li_ RRR (:LOSING IP',• . .1 )0:7:7 � l k g [.LATE: e ♦� I \ • xb X r B"M `1 / �� ' i / ! Inch 190 ft 0•{ i 11 F x5"nW \`-- 4.05 x14 x20"F X10"M s may x10"F \� ////! /!/// /1pp b App...... /"..t..1,---------4'.11t ; `,� � �• _ _ ,,1 I i h V X ,r / / '/// / / t*4°0:41,..C21--F tit ♦ I ' I 4x gary ��� xf •N? �! b /,// /'/// / 17504 >rOron'�NG "'1 - jtid 1 ♦�4 x t 1"F J r bG� ♦d .* ♦b4 -1 B" x 12"F ��/,// /�'// 1/ ge�'lotter co:Fe,:...... ... . .. .------- _k XQ 184.75 x 22"F , -.----' X 8"M 0• / ///// ///// / // / // / 0 .1.13.1sei mil ____ .i d 4 x14F 14"F X // , / ,glob T ■ I �h X x�• ♦/O X.3-16 X18 P`Iffi5.n----' x •�8� /'� / / // / / • •• X "--.Q �64 10"F X I a.x 185.15 ///// / ///./ / / �■ `7s i. 4 111111111m . I / Rb 188.55 x X1 ♦- -- 4�. 4 1 r-le♦ I // // X X� ;,( `L'` �y� 187.851 1KjC X 24"F 1 36"F X //// / / 7/ / / // . 4 I I I \-"-....."-...."..-0476, 187.85 x `>( -I-..- \ / // / / '/ / / / 186.45 Otte -_j-".....:22\.1' � !/ �/, //, /// � / ,� - : iia _=_ � / , / , i , ;,1 � cp I h. • 1eZ 99 / / / �V� yM�aw;lt 51/2;. • ) .kletAtis-t BE ill .�°' h\ 'g /�1J �ef� 184.45 • �/ // \\ �✓ // //I 1 '(' • w^ ,c*A. Q,' • • gee 1� N • vi' y h 6 O O /;"';•'.'e,/,/ Vq/% 'x' '<r-",x I. O `� S89'37'00"W 234.81' ' . / "j //� / :.�1� IN M F I • C, PPO • 181.95 I'' "' SHEF r W/MH 0C.T.S • p, PI' �, •yc, F \d �J 0'L• ,� 170.75 • it W/MH ♦ 172 70 IN N. . 11; ,• .. LO '' , Jr, p W/Mh, \ 1( , , 6920 5W 72nd Ave ee ii . GIT 9 SW 70007 �� �� � SuVete��lx•• 2 sl� h6 M '/118 .._��r�.."�.r"w.. i T IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 : O • DCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MiCROTILMEp SDI�I{I�I i{ III{I{��I{Ill Illllli+Il�I� I�IIt{i`Illli 111�111�1{III l fl l '�I "pm,.�iltlllttfl � . , .. 'fr `;: ,r 1�''A•LW,•'t; 1111111 11111111 iu5 I. ' I O ., 11 3 OX ,5 'r. • I- 4. . • r . r n r • • •,i ' 1, 1 .".:'''''1:',.. ' ri• f _..•_ ._ ,{ • I) ‹, L 1------ i ----Ck---- D upL, - ---- _, a.. a, 0 - '.1. • 17 Am --------4 v.) ce rf) (C) 03 L�1 - �� !! ( ■-(♦t' ■■� •■ __ g.CSO'_" -- _ _ -_,_ .°' ' lir ___�- 1 .U( _ — — ..--o-• `. aiikk , • ,P -,_ 4 __ r✓�I i U 9.00' (L) '`,\ ..J t w 4' yf i --------------\4. . c‘i 0 _ a l \W / / /,;9/,. 0 �Na o , : 2 ii . NO:1 0 H / ,. •■( --_____ i 1111:0:' - 1■ I , z 3,C1 O• .: - ill' w Y vs I , , .• _ , i• ■ a II / • o c� i . ■ `t HORIZONTAL Q1:1) .2 . .,. ■ N M[T5 OF WOF�K 5.70' M U A a. 2 ,.. . ,, ,. ..,.. MI _ _ � — SEE NOTES 1 AN 1 2) 01 ■ II 3 II _ 1 �_ , o — -J L— _ ___ _______ _ p ,, _. -. . ,.0„ . „, I 1 __ _ 11 i r .0 , ti ______ Ad LuZ 0 ---- (-CC;j FF..178S0 I CV ■ —--ii- , . : :_i cY) • 1 lif.61 i • 1 I LLI s- 1} II .. �i • +l / 1 -0 ■ N m •.... i L .. .. I fh4oc ` I / 1 Q 0) •... 101 • • \II\ tI • -- 7.00, �. 63.00' 30.00' --- / ��, W �4.00'� 4.00' 0 9.00' illr 9 ! ■ N _ 8.00' 1rI 15.0w ' 7 / . 0 L -0 //— I ■ - ,, •• Q � - 1 -4-0 ■■■■■� KEYNOTES I �I �11�■■ 106.00' -- 1. PYLON SIGN (SEE ARCHITECTURALSHEETS) • u 2. TRASH ENCLOSURE EE ARCHITECTURAL SHEETS) Q i O • ■■ -I . CGMPACTOR (SEE AHITEC(UALEETS)`'' �■ ■ 1 • �. CCNdSTRUCT CITY OF TIGARD CURB RETIIRN STYLE DRIVEWAY5. CONSTRUCT CITY OF TIGARD PUBLIC SIDEWALK 5 WIDEN :✓ %�■■■■■ ■■■1/11111 t1 8 `, r i■ ■■� — �- -- O 8. OIL ATE'�2 SEPARATOR (SEE ARCHITECTURAL SHEETS) •.)� o �` �j �■ ■� ���� ■ ■■■ a ■� �� 7. C DINATE TRAFFIC LOOPS, CONDUIT, JUNCTION 80XES WITl1 PUBLIC o ■ ■■■ ■� ,8. HANDICAP RAMP. SEE DETAIL 17/S05 pm amouramm r 1 boil ■■/, o-Dir ....... 1.1. mulir° HORIZONTALl'i / o LIMITS OF WORK Q 1 ! I ii" m (SEE NOTES tAND 2) \ / 1840 � I / CL Q -�, N LEGEND I i I-- / , EXTRUDED CURB ■• I 4.00'; ? • --- - --- ;. I •■ 15.00 24.D0' T8.00_1.18.00* 30.00' ' 2.00' - VERTICAL CURB ■ - —t— ■■■ \ T ■ o i o RETAINING WALL o FF"18O.00 —— �: -.)-- ) _— k 1 / .. '` = =4.00' ____- ,1 .. r , „ ,.( • / .: / / '.?--77 % OPROPeee �0 4 I5,504 I o ---- -- -- i0 i.N 41;\S. _.., ,,. [ I: IL6SITE A�! AL_YSI — -'_ 1'rj __ __ r . wws —Cr..1f.J�.� • cn -- --- © TOTAL SITE AREA: 298,319 S 1.FT. r `�1,t• I ■ _ _ BUILDING LEASABLE AREA (NOT INCLUDING MEZZANINES): �41k KORo� ■ I - '- l ���■��■�!�■ -! i _ : GROUNG FLOOR: 69,265 SD.FT. ■ a• ���! �! ! LANDSCAPE (INCLUDES ONLY PERVIOUS SURFACE). IEXPIRES:_3 30 9�] ■ ��4.00' t >:� 6_00 / REQUIRED: 44 748 4.FT. DATE: ■ I _ _ o7 PROVIDED: 52.769 SQ.F T. �'1 7.7 o) 1/19/96 ■ N t\5.00 PEDESTRIAN LANDSCAPING COURTYARD: 14,190 SQ.FT. 4.8% - / ( ) • ■• PARKING: DRAWN F3Y: I • o o ' / REQUIRED BY TIGARD CODE (GENERAL RETAIL): 187 (2.5 PER 1000 GSF) BMK • • ai / PROVIDED: CHECKED BY: ! "' - \-- �— __� , STANDARD: 231 66.816 KJK\LS,� / COMPACT: 106 (30.6% REVfSION cd HANDICAPPED: 9 '1/42.6%) , • I TOTAL: 3��6EDrror� �, • cLosir�c c, 4.017 ' �� r..glf‘.4 ' DATL: C'l ii■ N ■• •• ■ • u) I . � NOTES: 00 °° 33.75' /�c�, V' 7 i C° cJ� 1. BUILDING CONIRACTOR WORK LIMITS TO INCLUDE BUILDINGS OUT TO N o `f' PERIMETER, AROUND FOOTINGS FOP, BUILDINGS AND RETAINING WALLS, I GRAPHIC SCALE AND TO BACK OF CURB. it N o ID /e s le 19) 2. SITE CONTRACTOR WORK LIMITS TO INCLUDE SITE GRADING AND PAVING UP TO CURB FACE AND BUILDING PERIMETERS. ERRAG RAC -MATCH EXISTING 3. SURVEY BY WEDDLE AND ASSOCIATES +'NAIJRHZIE f RLRVFA THESE OR W1 ARL ME ,rui RTy or �� mAci"21E ENpN g11.1 .T AREA F.:. SIDEWALK ( � ) TWHE °RiaE MMi'T�M PFJFMCS MT EJMY'r I ItlOh � � II. RNp PRE NUT TG� �J5EP i R U cf4 SH•. -- ) EET („1 i h l'. .'”' D 1 ol0 • OF c� :. JOB NO. 72nd Ave 293Q:;7 (� 18920 SW 0 . �I° -�7 _ _ _ _________ —_____—_...__— ._. RESUSI►ASTTED FOR PERMIT 4/11/96 . t IF THIS NOTICE APPEARS CLEARER THAN THd OCT 8 1998 DOCUMENT,THE,DOCUMENT!SOF MARGINAL QUALITY. MICROFILMED • I{I�1�1{ {i{ l�i�l�l,I{I{I I{t{!{I�I{I{t Ii1{i{I�l�ijl t{I{I�ti!{!{11 T{Ti1Tl�"i{Iji 'i{t{I�#j7{F{I t�l{ISI{t11�i1t rl{t{hili : ..ttt{i {i ,lwi'ilf{1{ij {III{tilj . S D 11 tl11111111 I.1� , 6 ...:. �� 1 LII„ ...1IM ..I .. .. t !wry".1.91 :'..ro .` .w + #w: � .•. •*'! L.,, •• Mi l• IIIInII/InuhiiE Rlihlll .. lI I 111 RI�Tl,I Iim I �, , i • • • , �� -,. . _- r, IMPIIIIIIIIIIt 7 o-. , W �" _ _ , .< Lc________ ....... Ct 14)0 413(4 '4 (6/ 0 I TOP=t 77.80 1 Oi'-17'7.50 •;: ti= roN�,76.5U - __� _ D• � �� ` • BOTTOM=177.30 80TTOM 17�,`OQ • "575 HOT TOM=176.00 Z co - 0 el 3 O v ' I III: ' ` '„°' __ / �` Afil _ �" TOP=1"76.50 7e �� OC o i _ • _ ``� ,tn • ��* -� - -___ al �7'"1.5�5 �� $OTTOM=175.50`-� SITME _ W a w a ® r=orb z_ I • .; let:: ,k • ','1 7N-,,,,, /7( / ' • 0 nit 111) ":1...,§ ;'!:'•'' . - ---\ / 'F'H- a b 1215._K IF: ill \ LAJ • 2 al al) 11\1V-\\ ` � : ,' / 9 Ii+i=174.35\\ ,• 0 ion „..7. e` Li.c, -i7 .4b w ,- 0O N fin) OIN � � S' in_ iii 1.17■ , � =t7 . •�V 175.80 U 'ty,..$,I,;•:<%! t- ‘ le " c r 1, t�; r�+ ' ' HORI70NTAL I 1 iana°L +j° '' 7,--%,,9(„1 1 �■ L.IMITS OF WORK ■ i ,'wrs a ��� ■ ■ (SEE NOTES 1 AND 2) I jn,, ,' ,. ^�+ ■ I it ■ f rL,: 1�5 t r��S: + III , . '-,., 111 \ % • Z. i, .'it,,,-,',,-,` / ..-1/ r'e LI FF-17850 r-.N / 1�i CO +d ,‘,,,sti....,... • 1k/ 0 , Y► ■ ''' •--_ GRAPHIC SCALE ._,1 • • /'.w9 1.11' 70 M 711 /• III L,e,,,l S•- i I • ,-.7"',.: , _�, ,� . T f� I IN ice ) .., , i ■ �� _ 1 bob ea SO R. d • i ® -- f \ 11 177.6 GC �_ -rig '". �'.,�,�' • � 1177_30 l/ ■ co 1 ■ i F 0 �r 78.15 ITC/G 1178.45 M .£•' ' ir ■• ■ / T f ■ ‘110 J / . ___i _: 17'44.A A•., 1 ( [ -•-01 fl A., ni�L r / , ■ ^, _ .�. " I, 7 �5 18 N +h;•s till �;j178.45 r. J m ty '‘",•,. k: ', '44r . ..::,4' a sok , •: 11.3 ►: •.r IL 7: i�W '► RIM78.90 ( l� 7 IDi' . • lr • : 1�r '� . o LEGEND '�1411 ■■ ',r.` (,'y8.9• ■■�=� r .•7 ,7$.501 -- -- v -178.20 J No EXISTING CONTOUR 1 ■ III ■ ��� -- -J .---1 7. PROPOSED CONTOUR ' 5N,‘,.,: , . z , , !■■■■■■■ ■1\ rri�lir I►r iiliiir i�� ■ ■■■_ ■�■■� 0 -C��j 7 • f~ 1 ♦ + ■�:III■■��■■■■ ■II■■■ ■■ ■�■■, ■ PROPOSED CATCH BASIN ■f 411:11- - ilimmeini -qui`[:Ti •• HORIZONTAL• /� �,• "IPim. 511111, I LIMITS OF WORK :: DRYWELL • , t,'!,,,,4$OLX k i a. ,���� 1 1 •I�7 ��� I (SEE NOTES 1 AND 2) ■ ••�G : I 1178.501 SPOT ELEVATION ' `r 1 cn I - /:r c7 It1 07] � a RETAINING WALL C) - - ..:17.114:14i ,� 110/14.-1icy #, rc:t . id: FF-180.00 .i. CL . \ - ,. •.,-. Pil . 1 1:: I _ : •� a GENERAL NOTES III L <011:0-4\1 'M n P rThj1L9401 A 'i� roe=teo.8o • 16,1401 � � ab ■ I 0 �II ■ L �BOTTOM=180.:�� / --- �� \ • / ittaa�]o� ).-25.‘et____,'''/;, 1117 r a ® /411Rc KOR 1 i EXPIRES: 6/3011111 T ■ _ - ■ 0 O-M110100040 `ilia -RP f -- l RARING NOTES D `. 'L ! .7 ••_ ;• • �'L�'11 TOP=181.00 1/19/96 an BOTTOM=179_50 =•.s= 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS DRAWN BY: INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES milimBMK ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS ��� »v GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES ■ BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ■ - FH • ■ ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FCR PAVED ..4 REVISION Il 0 DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIE') HEREIN, EDITION AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS ; • CLOSING • --- DATE: • C:,- - OF SURFACING MATERIAL. t. FINISH GRADING: Al COMPLETION OF JOB AND AFTER BACKFILLING BY • T I '�'�� OTHER CRAFTS HAS BEEN COMPLETED, REFIU AND COMPACT AREAS WHICH SUM i I I HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. i ROUGH GRADE GRADING TOLERANCES: AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. MEM � ® FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 F(. I • 1 2. EXCAVW TION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO !MR•TOP=184.00 TOP=185.10 SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND BOTTOM=183.50 TOP-184.40 BOTTOM=181.50 FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL :�: BOTTOM-181.80 EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; 1111111.1111111 , EXCAVATOR S) SHALL NOTIFY ALL UTILITY COMPANIES FOR UNE LOCATIONS .11111111111111 \if 72 HOURS MINIMUM) PRIOR TO START OF WORK. DAMAGE TO ■�■11TOP=185.40 TOP-186.50 UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. SIM BOTTOM 182.8• BOTTOM-183.0 tt Mir,:o.i:=t„ ?MIC 1MMJ KL RIGIIS LIE-': 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES �+csr o �>.+ac rJ+cHE v11�iRn a MUST BE INSTALLEt) AND MAINTAINED MEETING THE. D.E.Q. REQUIREMENTS. " rrlc , THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION ANL. STOPPAGE OF TM01"F 11' �I"w�:440,iw 9t 4T(<N'E.I. WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. SHEET m 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE c • o CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING co SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER D 2 w "� CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. co IN •~ OF JOB NO. i ^ , 293037 18920 SW 72nd Ave SIT C 7 RESUBMITTED FOR PERMIT 411 96 3 of e IF THIS NOTICE APPEARS CLEAPER THAN THE OCT 8 U� DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M��ICVRO�.IL.iViED '�1�1�11� I�i�I+�I�I�t ! !'�i�l{i�l�I�1 . 1111{!'1111 t�l�1�11111�1 ^ � �1 � 1 111�1Nt� . 11�1�1{�E .g ,� ..,4464/ 11111111111111 , SDling. , P i l !I nm . . �1+ _ ,.e ret. w b., 1111 WU r .l r+�►, It ' fl •MIAIrP. MIL,.Mr ....... am ..t.w....u..". ........ ..... .. L..e,....',' .4,t- 1-' i..,•,.yyr'hevb..,:,'..,_..u. ,s,...:. '... ... - ,.. .r-.....:.:.::..., .,,w,.A ...Wbf•�..Yu...Wr.SrWY1n.E.yy-.�'W..w. i :. ..A.. -. at -.s•aa.uwYllfllOrtlY -��•i��lYr''-'-�.�--..t14YYliWIYii. i „r.Jw.r•L� .v...w.-r.4.. . i • .. �riLL.-JL...u�_ - -__ - - _-. , •r •m-,,.. ....,.e,rr+r.e.+.•-•,•...:mv+••?'�+"nA*9rf"4 < - j7•!An - ..., r . .. - ,,, , .. _ • • . ,• r . jF .. ,, . , ,,_,,,.., ,,,;„4,;4_444_ ,,,___4_, ,,0::,;,;6*1 l?'''''''' '' - ''''' -''''' ''''',....ti::',..; .. .,,,,,.,... :i • • t, 4 4' t ' «,.tY.,.. r«.,....w ...-. 4t1' Lai [----c.:_z.....____1..... .___.= .. , ..• .4 E .. 9 U � � I1 � v n y' M�L- t• U d 0 ( ' w• REMOVE EXIS INC BLOW-OFF Z 031 N --�_� ; I --o A 5 : ASSEMBLY AND INSTALL 8' GV 0 M -• LI _ TO EXISTING 8" D.I. PIPE Z c ri Q/ 1 `-- `1 G PRIOR TO CONSTRUCTION p •a �, 0 VI R ,qN oPF oN� ix ° . a, X •tvD !i• 1� - =17SM IE 169.90 8 STM 175:75 8t. I 111 " DDCV PP 0--y W 0 o o I�"di-) IE=171.00 S [E=169.15 6 A IE=173.75 la- 1 1 - pii‘ ►� - - - - --- - - - 7 Z 6' FW _ -�,_ o I RIM^ i a an -I ■ _■■■ ■■■ .- _ ■ ■■■ ■ 1i MI� ■■ %N - ! g• -• - ___ _-- -____ .---( J C • • !E 142• + ..�. -' .. �. s ;'4, 8' GV ` �- CONNECT TO EXISTI� -- �. ► - 6" ?..BX ��' i cr$N a �.`_� ' i =172.66 - \� • �: r u� ANITARY MANHOLE -- _ - "!" 8" FW L. 1 ���.Q3 ^/ �', '��"� 1 I 1E=170.60 -- -- - �, _ r- -� W, Ati''s •-I 8" GV p c �f - -`- `�, � . " / 4 ----------�-�- 0,,- ---RIM=176.06 Q� .. I \I �r.,.._8 FIN _ ;- -'��.. ,�6, _ ,-'O-, i_--_. ..,_,_ - - - - ''� - IE=173.50 N 0 J ° = ..... ---1 0 �"`� Al I ,E=172.53 I I- �lb' -8" FW Y y I In ,,,,.:..-...• 0 . . ' o • • . 1E=170.15 6' GV , x/ t g ° 6" V - _ I.E=172,00 ' LEGEND .ct0 •4 0 c • �► 9 kIMm 174.35' in I ��, I • V_ • ''(O o I 1 �,", lE-, •70.23 5T.MH I IE=171.85 i IE=173.90 IE::167.50 02")E UOWNSPOI T C,M a RIM 175.99 1E=169.OQ (12") -__-.-- _ _ _ / . _-___. '° , P IE ��o.ao u1 _ __ _- " 8 PE x/6" MJ i 6" O 15X IN PE 12 ER IPE -1 BEGIN 12 PERF P1pE i I / SEE DETAIL TON TRENCH - CUT AS-BULLI REDUC R IN PERCOLATION TRENCH. Fj --y- �9 c� SEE DETAIL - �� d', /J �� 11If�= t � • "�7r,g6 ■ CATCH BASIN 1,� I tio I /• M11E-169Q2 _ O \ 175.56 I I/ ; �� • If 172.30 ^4, •■ �''' 1E=169.00 12 •s IE=173.00 ---- IP- %pi ______ " Ll I \_ p MANHOLE `/ :....h._ 1.0_ � r � e � - ' ` lE= s7.50 v MIN. � 6 O 14X �� ■ - �-� STORMLINE ,_______ ___ . If / X 10 I ■ 12' PERF PIPE O 0. ( O �' 141 __- f ■ � / , `� \\ o I I I I' i+ FIRE WATER 0 -' ■ " �F-17a.50 I g i / -.1 (1) , --- DOMESTIC WATER W 1" - / c- a4-176.8..� 11911 176.8 _ �__ IE=174.30 ..;:3767413 I 1E-172.90 12" PERF PIPE O O.O%---- --- SANITARY SEWER • ■• ` // 48, VALVE. L. ,- / 1 ,`;0 ■ 1E:=189-00 (12"�7---- . ---- . \ .,. 0 4 LL ■ei 6' O 42% 6 O 4.OX - �. 6"_O 2:6x_Oil)/ \ ___.-_. IE=176.OQ t__ _ ► FIRE F'IYDRANT �I I°°-- /'''i / TYP. •'• p i • _\', �y9� [hm172.44 \� I T-_ , . t.Pr ' S■ / I \ \\ ` J 4 :// MECHANICAL JOINT CO ■ ` / I IE=167.50 (12") / I I • \ I / % �/ ► THRUST BLOCK N i4 / / ' \ \ a • 7 =173.80 (\ / :9111111.1 I � /e'... ..". \ � IW .i� -�-`-' / � ,�F?, RETAINING WALL I 7 ■ DRY►, I i IE=175.10 �' / 1E IN=167.50 12' N RIM=179.90 IE=1 12") \ I ____ /I/ j IE IN=174.3 12 S3 14li - LL� ` IE IN=165.00 12' N ' < • �'• IE 1N=173.45 �12" S� �r-- _ % t • ----- -.6~_o 7.7% -- . , 4f O • �-^ ��- 1E=174.33 (12."� °I!� � / / 4 / 1}�" WATER ITER -^ `Jr ` / AND BACKFLOW J _ ,'_i/ PREVENTEi� -.- . -- =,77.75 GENERAL. NOTES //// I !. l\ .� f:T.. T /j i�� 8.20 [E=1'75.25 1 ��� / IE=174.33 1 J 1-- ::, lE=175.75 IE=177.70 __�� / / / ` [�;_174,8b 1 - - /�./ I w 1. ALL WORK SHALL. CONFORM TO THE REQUIREMENTS OF THE CITY OF - ��■■■■ ■■ ■■■■��� - t--T -- - --�~ _.- � 12 'ERF PIPE 0 �.OX -� I « --- X178 / / / TIGARD UNIFIED SEWERAGE AGENCY, TIGARD WATER DISTRICT, (,/) `4 ��1,,, f --- - 5.�� / / // AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE ♦ AND UNIFORM BUILDING CODE. ...jai"; J �t .Ota Mil"" II + \B1► / / % r/� ♦ 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: I.- r ■ _ / I //1/1._/../.7,_-"---- / c. / FIRE LINES: DUCTILE IRON, TY-TON JOINT, CONFORMING TO AWWA C-151, CLASS 52 ■. IE=173,OC / " / » TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT -"-.1 ,''p:, I / ` ■r �r IE 7}.3 (12 )/ AND UNIFORM PLUMBING CODE. 6° ( • - _,78.75 , ,,e 1' ,C..,� / "j ■ / J / / 3. SANE;ARY SEWER MATERIALS: ■ 0(1%--" \1E=176.25 IE=177.50 ��'"• 7 ' lil I \ - TYP• r- / // / . �_ INTERIOR NTOTHERIORRANDWITHIN 5': PVC CONFORMING F BUILDING: TO:ASTM0-3034.IRON4.PIPE■ I^� 1E-173.45 L2 / / / 12" PERF PIPE I : • / / / O 0.0% I. . r • ■ Y/ / ♦ 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT i 7 O '�_ \' / ♦ SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE I y/4, t / / DACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT ''•.1 I = \ 0 ` / / / _ PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. II • V. �` .:-.. .� T / / / ED AND COORDINATED WITH C; ■ f IE 173.45 {P12" I 1 = .• = = • $ % ALL LOCATIONS FOR WORK SHALL BE CHECK p k. II ■ r BE. e NRCQLATION TIRENCH I 1 176.70 Fr_♦[�/1•nry IE=176.50 IE=174.33 (12 ) / / / ` = 74 33 (12w) EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. 7 SEE I TAIL f_r-tvV W / / EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION �M1 J - y / / SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, NI :•. j �, I / PROVIDINGSUCHISPERMITTEDBYLOCAL PUB' ICAUTHORITIESWIfH �� �a t> / / / 12' PERF PIPE O O.OX JURISDICTION, BEFORE BEGINNING CONSTRUCTIC,'. CONTRACTOR TO NOTIFY �► 11aOIL/WATER SEPARATOR-- IE=17• /, / ✓ / ENGINEER IF THERE ARE ANY DISCREPANCIES. 1, SEEARCHITECTURAL `?' /$ 1 r ■ t --,--� SHEETS) 6 d 9.1% ' / •♦ .�-�� - _ / CONNECT TO BUILDING / / / 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE a�o0aN ■ I SANITARY PIPE WITH / CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. tY ,3O G, • a �' 6" O 2/bt .UX /`' , // 6. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. qRE KORO • ■ 00 I 0 �� ,. -' / / (EXPIRES: 630 97 I ■ a I ` �/ 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO DATE: I 1 ■• I p ■ I "--.-'N . // /! COMMENC_NG WORK. NOTIFY ENGINEER OF DISCREPANCIES. 1 I' j / IE=174.33 (12") co/ I /�4jss • 8. EFFECT( E EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES DRAWN BY: �' ■ �IE= 76.00 6" O 2.OX ( MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. ■ MIN- TYP, �,j - ' THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF BMK : I I ■ __ i / •@- 0 WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL CHECKED BY: I I I �� ria . / = 78. O • / !:� IE-175 00 8" 8• 1.0% /��; 0, 1E-176.45 9. EFFECTIVE DRAINAGE CONTROL [S REQUIRED. DRAINAGE SHALL BE CHECKES J I = 78.56 % CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT RE�� ?3 ■ \ EE=176.00 0 1.-- --- �_-- - IE=174.33 (12") o • I / ,1 _ -,/ ADJACENT PRIVATE PROPERTY. PUBLIC PROPERTY, AND THE RECEIVING •• 014 0 1 \ 6 .031/. i SYSTEM ARE NOT i. "ERSELY IMPACTED. THE CITY MAY, Al ANY TIME, ORDER {, ' EDI11ON • I I 1 IE=176.0 / o I . / ; CL09NG ' I CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE • IE=174.3 12" DRAINAGE CONTROL. DATE. ��9YJ' I / ( ) PIPE 1N ., " I , - I, , - / ,i - BEGIN 12 PERF LIVE TAP EXISTNG 1 D.1. J " �� PERCOLATION TRENCH. . 10. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUI��ING/1u1ECHN,NICAL pa , 6" GV I ■ 1} WATER 1r SEEDI TAIL 160 DRAWINGSEORCONTINUATION WITHIN BUILDING_ CONFIRM LOCATIONS PRIOR (U '" /- GV : I tO' �atCE,R :QQD i / ; TO CONSTRUCTION. In III al t ■ \ 111 PREVENTER OP L J T _ - ` \ 11. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE CONNECTED TO TEE S,ORM ■ ►_.-_._ -•-_ - X11 ''' \- w " B PE x 6" MJ GRAPHIC SCALE DRAIN PIPES 0'! 6 STORM LINES WITH 2% MINIMUM SLOPE. `0 a; 1 • - i. _-------- ' - .1+.--- --_-� $-- --•. '----• �' �' REDUCER - _ _ - ✓ o so 12. PROVIDE DRAINAGE FROM ONSITE FIRE VAULTS TO STORM SYSTEM OR III a 3 u �-j U;��-j Y �--- ♦ / DAYLIGH r AS REQUIRED BY JURISDICTION. II II EASEMEI7TIII 11:7,,,. 8? .:: ■I � - _ �� 1 ♦ e" GV 191 R!! ) . / 1l inch = 90 1� ■ • 11i IN III '- qw MAO? ENONEERt.'10 INf That TIF r.w ic, ARE THE PROPEt9 Tr OI 1 19197 M011,�RE<9i'!I.'E_ PI �i ° i/ ■ / M NN Nl r-N EYC[P4. .ITM ,I/ 1�PRIOR �tIThA�ON Q WI . L7 u, ,7-II - - - -\ I 1 •. ) ) SHEET r al T 6- _I . . ., • iiI OCI I \ I • 11 Mme.• -E i'!rn �"•--- - -E-O PPO S D3 ._I to to e '•x'I PP • H '� • ► ON 04/v4 iw OF - `` JOB NO. C, ,� 2�3Q3� as SW 72nd At a cn ,IT[ 98.0001 RESUBMITTED FOR PERMITD1 96 IF THIS NOTICE APPEARS CLEARER THAN THF % 9� DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY., SD 1�9ICRUFIL�I I'-I? imp illi I�Ilill1llt i ililil10.0 i'lilill,100 i 1ooviiii i,� '`''i. li{ijilili . woolly, ililililili ,•I r itopiilii If iiipplim "i�1um f, � O ,' EBF. , •,.,/ • it •NI!'o . fish Nlhni iliIIMI Hill Indllll .., , III , . , • .•.,..a_MYYTIINt^,'MYCMx' W%:.T°,IQP110. , -. _ :: , .. .. � it. .. ...w y •.'.. , • • A. ':+.r�•- W -��� , 41 L , , i /Am ,____d if- cx C-7=7-77----, A' �� 1�.' M C, ce ' l r. Zx2 WOOD POS t AT 4' U `C a 04 1`A i . . _.-- -_._.�-_- -.�...-..� - - - STANDARD OR SETTER ul co �`_�- • I I1;` 1111■■ - ■ 1111■ 1' IY -- A��. -_ _�_ .... ... - __...._-._-_—.._-._.____.�- 0 Oa "! ■11■ ■ ■- 1111■■■■. 111111A11■ ■■ ■ - - _ U -__ '���,r.- ��� - 175 - 174 ._, • STEEL FENS POSTS, PUCE x •f - ALTERNATIVE: -� Z `' ' ,A, tl49tie.,,••!j-.... . - •.'� \'.,:_t4c —....,.-`�. POSTS AT 6' 0/C MAXIMUM. ao ; ' ..• ....." li., • ��_y ,`^� �' 'I ��+`.��''���'�i •�� Ifl _- __ \l i `1 ` ~�� ,ti17 FILTER FABRIC FENCE ZV .2� r ri • i 38" WIDE ROLLS 0 iv _ t i --7\ 'i- It / ,' W M j Ij101 *jtr t_ ,,.� i II ,. 7- / -,\i 34 ( \ `rco i �.' 0 11■ \ m A I \ ` ' '\ / NATIVE BACKFILL ifrl�' _ ... i-: I�i G II- S ■ + Lal p / `�� 1. ( lill BURY BOTTOM OF- 4` ^) j m \ ..,, _ ` `�.. . FILT R MATERIAL 'a Ilii .r:t•a. / °�• I IN 4x6' TRENCH. MiN. Z N L : 'a- --- 13 , . �`9�.i ' ,.,1/ f - - _ - / 44) 'I -- / ., 1=9L1EN �-ABRIC FENCE .�, ro \� I N•T•S• r-t m a c, . ,----..... . , r . , . , . -.4:-.* l im : .,. .; ;1 .1.), I ----i- -'-----__.„_____........ _.. _.2,. ...____ i, . -1 F-- 0 _____ _... _...,_. • qi.,ti.41,\,'01, • \\\ ( .. ' . iTib,.....,,, •.. I / — .... _ _ - , 1.4.1 . ' \ ,,- . - ---..__ _ __.. / - \ .� __ -� \ \ 1 1 Ittttt�� ill• CONCRETE BLOCKS f. rq r14�{r,C, . r I / 7:-..-- \\ - - \ , 1 VIRE SCREEN _ _ . _.. _ :.::-% -- • a+' I I . 0 ■ t %/ ` - _ \\ -� ' �/ ' o �" ••�w� � ! �• GRAVEL FILTER LiJ ■ •\ J �. - -_. - - _- - --- \ -- __ \ . . Oli +� ,,yes �•R3'� %�►�s� . ';�',. L ri-- 1 , ...__ _ . _, _ .. ,, ____ ._._ . . • , , / .:...:.• .,.....; .tioixt: ...?"..i.„,.....,,, .. •....... r ,_____ILLN-_ ___ -` �-� S .. -:..„ , .. e , � r� „ , ' `ter- �_- _ I 1 - WIRE SCREEN d./ s. • , • �--- ``�` t / ` OVERFLOW , ..c, cy) . , .., i •,. � I = YID--.."`��Y ^ ` tl t 78 -•-- � RU'VOFF WATER • �,�.� �� ��� 12"-24"r-' ! /\41/ / GY/ SEDIMI�NT Y • .� Pla _• i�.• � II - --- rT _ •� ® /' GRAVEL FILTER 'DROP INLET t 1. i --- - - _---- •-- 11� �N / FILTERED WATER W/ GRATE / " _ M INLET PROTECTION 1\ :1 'v, ., �'•-- ` /// // N.T.S. ,11 / ." ,Alm --I- \ ^ 114 \ ., L J. gili. _____ 1 ..__.... . 1 zli .•. .,: i 7 ir. . \ . ® MIMI. I __,_... ...._ .... 7 / ,/ I_ • I J ,___ I j / / p 7_.-- ----\ \ \____ , , .; • ; 0 , , , 0 , ce ' n..,, ›.. ) , , � I I(1,T , , \ \ 0g _ / / / .,.... V 1 ■ 1 I I i' -ter \\ / / ., / • y I t ,� / / ■ II I i • //',,' •■ I j \� / � �C �S Q �A'!i' so' Uit- ■ �' \` �" / ' / TEMPORARY SEDIMENT FENCES / G Qt" �"C'. , r t'+?•' \741, ■ . \ / / / / • �� O . *il; '111 ■ i \\ I./ ' /' ' / PURPOSE: �;I`'�P4Q� 'i! / / TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SiTE BY ■ I I I t ] ,,- ( j / / / / PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF ;064.114:11141171"471141bta. (� iI 1 • / / / / VELOCITIES. � t �iio„�i� i�r O ■ I _ \ / CONDITIONS WHERE PRACTICE APPLIES: •? � � 'y� t1 LA ■ �' �r )N. .` • // /////// DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET 2" TO 4" ` •��y ■ I ,•( / \\ ( / / / / / RUNOFF. QUARRY SPALLS •i .\ ■ • I I '1k /// \ \ I / //// /'/' SUI3GRADE REINFORCEMENT- -� PROVIDE FULL WIDTH I 0is \ // / / / / AT THE TOE SOIL STOCK PILES. Gt^OTEXTILE REQUIRED. OF INGRESS/EGRESS AREA ■ I / I \'�\ -` / \`\ 11 • // ///// /// /� AT INTERVALS AS lNOICATED OIJ SHEET C5.0 AL(NJG THE CONTOURS OF I18" MIN. DEPTH ■ , f .�,it e / / / / LARGE DISTURBED AREAS. ����" x K SH ■ l �\ /c--� y-� // 1 /J AT GRADE BREAKS EXCEEDING 2071:. al `+�ONTfl J%# I ON ENTRANCE ¢-star I ! _ �" -- \` • \i'/// /,'/// FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. - � 1� ' 20 ■ / /• ' \ wAi -■■■I■ ■� t �'1I / / ////' / SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. &28%� �'/ I ■iiii��i I l i 1 i / / (� I; I ■ t 1 / \ / / / / / �Rl, KOR/ • f ■ I t t is // / / / / DESIGN CRj $IB1/'SPCCIFICATIO�!$. . 03 i III I .. \ / ---.-----'-.. ., I /, / SHEET �. E TRANCES D�X�IRES: 6/ 97 I j \\ / -> 7%// // // // SEE DETAIL 1 S0 P RAVEL CONSTRUCTION N DAT /�6 i \J ! // / // / SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH ' • • 1 t I T_ /// / /'/ / CHARACTERISTICS DEPENDS ON THE: SUPPORT FENCE. FABRIC ATTACHED TO TO REDUCE THE AM0IJNT of MUD, DiRT, ROCKS, ETC., ?RANSnORTED ONTO ROADS r LAWN BY: • • I I I / '� /// /////// / CHAIN-LINK FENCE NEE[: NOT POSSESS THE SAME STRENGTH AS QNE ■ I �� 2 // / / // / / ATTACHED TOA FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS BY MOTOR VEHICLES N STORM WATER RUNOFF R CONSTRUCTING A STABiI1ZED :HMI:Ka:ED PAD OF GRAVEL AT ENTRANCES/EXITS TO CQNSTRl1CTIQN SITES. I ' ' • //// / / / /, / / THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER 8Y:• , : Ii^�. fQ� - ' // / ///j/ // FABRIC SHALL. CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TQ CONDITIONS LRE�RACT10E AI'PLI�S;. KJ , LSIi �� �/ J // l I / PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION , fiI -- J �' �` //// �/ // / UFE AT A TEMPERATURE RANGE OF 0'F TO 120 F. AT ANY CONSTRUCTION SiTEWHERE TRAFFIC WILL BE LEAVING THE SITE AND REVISIONI i _ \ //// //// / / MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER mlT1�• � 1 ; v _ X81 • //// //// / ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER CLOSING "�// �// /// '/ // SEDIMENT RETENTION. MPRQVEG ACCESS POINTS. DATE: i N 1 I ` /// / j�;5IGN CRITERIA/SPECIFICATIONS: �� lez -' ///// /�//�/// AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE �,� �� V `'� //// / / // / , ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD SEE DETAIL 3, SHEET 504. r ■ } �� 1 + „,, ,/,,,,,,' / / // / / / BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES ' ■ I I _ _ �_� -i' '1 / /�/ REPAIRED t ND REESTABLISHED AS NEEDED. MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS. �. _w ■• \\ I r" 1 ////// ///�/ / ,' ,5 RM DF;AIN INLET PROTECZIQR THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET 1Nluil. 111,I. ' • //// / LENGTH, WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND \, /. I i t.••„•,,,.,,, / /// //,././ / / / PURPOSE: EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS n t t S ——- --•=';a ///////11/ /'// ////'/' �/ TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO SITES.)APPROVED FOR SiNGIE FAMILY AND DUPLEX RESiDENTiAL CONFTRUCTiON ■■� �� III \-.1 \ /I� -__.___._ - ; /n\` \` ////// /// /// PERMANENT STABILIZATION OF DISTURBED AREAS. � . I I 1 t / \ / i / / �/// / / rr ■.. /) / \\ "'",;,/,/,7,// " /// ADDITIONAL GRAVEL MAY HAVE 10 DE AD.�U PERIODICALLY TO MAINTAIN 11111111111110 '' / \� //� /i IDITIONS�yF� PRACTI( APPS-, PROPER FUNCTION OF THE PAD. mau 1 • �� WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABiLIZATiON IF THE GRAVEL DOES Nei ADEQUATELY REMOVE DiRT AND MUD FROM © r••3 "`L MONIS R M OF THE DISTURBED DRAINAGE ARTA. VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, r vm[Van:c'a INc u a'I I ADDITIONAL MEASURES MUST BE TAKEN, SUCH MEASURES MAY INCLUDE n+wv ttlip °�k ri7"414; - ADJACENT TO ANO IMMEDIATELY IJOWNHILL OF UTILiI'Y TYPE CONSTRI.CTiON !N �,,,�„ ,,,,,T,�„,,r.�,,,,; , N EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER , � I I CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEELSHEET 'V f WASHIN SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD -� 1 �ES1 CRI]ERIA/$PECIF1C&TIQN DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRIOR 10 LEAVING THE St SEE DETAIL. 2 SHEET SD4 FOR STORM DRAiN INLET PROTECTION. CONSTRUCTION SITE. r• 0oo BERMS MAY BE REQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS CONTRACTOR iS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC ,.; AND PREVENT BYPASSING OF THE INLETS. STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. S D t , ( /- AT NO TiME SHALL MORE THAN A ONE: FOOT DEPTH OF SEDIMENT HE ALLOWED TO + ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST USE SUBGRADE REINFORCEMENT GEOTEXTiLE UNDER t,RA 'L. PADS FOR ALL k ' BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN BUT CONSTRUC'�ION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON ' '~ THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. EXISTING LOTS OF RECORD. OF (�h j\/ .108 NO. z y , F 18920 SW 72nd Ave 96 293037 o}8 88-0007 ' 5 RESUBMITTED FOR PERMIT 4/11 50 . IF THIS NOTICE APPEARS CLEARER'?HAN THE OCT 8 1996 DOCUMENT,THE DOCUMENT IS OF'MARGINAL QUALITY. MICROFILMED • SD 1110110011100,1, ., 1 ' wool!,ill 'milli : laimot 1{,; il� illi.pit.t ;{ I. ,1 11 IPP 111114 ISP i _ iiiiii ' (Tiro try -1i! •POW ' . ! 'W`, Orr .rill' , . I • 1•- • n 1'-6" Q --_7 , i-----1 W • • _ _ /-----CAULK PIPE INTO HuLi NATIVE BACKFILL - ---. / HINGED TRAP (S SpECIFlCAnOWS FOR r.__ PROPOSED PAVEMENT AREA -_ I -- -- --- -- Ce _.._•----- I COMPACTION REQUIREMENTS) SEE TYPICAL PAVING SECTION '" O +.T. . IANUSICAPE AREA - PAVED AREA -�� '� _ _ ; .�t.le�t. 2 �" x 2'-4" x 2" GAS7 Q N IRON OR WELDEC GRATE .� ' . '�i 0: 0' '• 1 I I 4 1 �2"• BOLES EACH FACE o0 i r• '' --HAVING SECTION, CRUSHED (� tD g- i hi iii �`^+ ROCK BASE OR LANDSCAPING i • IRON TOEXTEND— T �� - )1) BASE COURSE LEVEL. Z x N n e.0. •11- f W=Irl=II: CAST \ o __ p 04 of * " ;'�t;•,'•w•�1�t I =if�i0n��I° --------CONCRETE FRAME CASING 4' ABOVE FINISH GRADE. - WALL s ,, �!�_r1 I 1 -CLEANOUT FRAME AND COVER AV(NC () C en „ ,- I �� ►. ;.r'I 1 sSf 90 DEGREE SHORT TURN 45' "FWF CLEANOUT /,,� �tl, !�i r.lt ' ��� ��;�w���������.r ELBOW HUBLESS CAST IRON ��-WITH PLUG .,l.' ,,, 2111 ♦� ��♦���\r�\�1♦\♦ WITH STAINLESS STEEL •*`( .:.ry•.••-.. ;^ . rir ■ME O R nit _,--�a x= ;p. Z +1 !.*r•w,.t?•,•I y �.�i, ��:�,, . ♦i/ ♦iG •♦G♦iii / �� .•V' ��� ♦ BAND, T WICAL---_ kl - - r` .t,a r t. 4, S i 0 0 faCo r o a o o' a v I� i � :.�': �d`/♦�``.f�/r``/y``�y�% � �♦ ♦�y�i,�/♦i�l��ij/��fi� y,, .or•a I.�S Olftti 7 o t ,'a1etn' ai ' ••..•'. Q.♦ a ♦� j ♦ 40/k; ' ADE v - iiiQ, d�Y•.. I a'tfGi ar aar a i ai =I L�� q .-p tea / •. �� �� �\ ♦, :, II= -•I ',--4.1141711 c • w, //i �:4• �'�'� �`-1•-0" GRANULAR BACKFILL ♦l��'y � yy.. -- -- l . .•�•= v, �' . -r nun Z e i 1 !. `"' • , :••• ;•• (SEE SPECIFICATIONS FOR • - "�� aI i��,'•: R'r --45' ELBOW FLOOR SLAB z ♦ _ -. /� j f" COMPACTION REQUIREMENTS) \ ( • vs 0 • 45 DEGREE SHORT % n ~ +- .. ! 1/4" IL' STT EL A ASPHL ALT Z `w vs c6.4 to Q • _-_ �. •_.•,,.., TURN ELBOW- SOLID GROUT AT BASE !'-o' z II • an > �� CONSTRUCTION. n s : _ • •o:4. • r- t '" o 'Ir I EMULSION COATEi. INSIDE W oo eoo` 0 _o�' o --APPROVED SEWER LINE t2" T I 11 " _ �V„ •QcQVeau°°o V°� FOOTING I AND OUT. L'-q x 2-0 C •r \ 12 (OR 2.4 ROUND) 1; 11.,1 > ' 0 0epo.(q .ouo o� _ I .r I ,D 0 LLI . 6 a (V •OcbpVo•(1 veVC,•�10fle. -1"-q" GRANULAR BAGKF'iLL % --fig• �. WHEEL BLOCKS. 1M �Ii O .% .o"�` � - SEE DETAIL-___.. I INVERT : �F NI u j F:s _____ �V�oo��oo� ��o�', (SFE SPECIFICATIONS FOR ------- , Uo•�Qpp aw a,, b G o 1,.°,0'e.' COMPACTION REQUIREMENTS) •' ASPHALT _ ur) 7-4' td• ELEVATION __..; Z 3 i ;v t„, •.(1000. ��������'w�.������ w v�j�yw,�i�;uy��������i���r�i��i���i`}i��d�� 4 . - -•- �,/ SLOPE AND I.E. VARIES W .a • r irr o• OG,00� .•oo � �`tl'�'f'6'\�i�� ����� ♦ ��y\�j�r�`j��}��}��OO �0���}�\}�� ••(000Q• a ,� �'� SEF. PLANS NOMIN. 2'--0" COVER ON ALL PIPE IN DRIVE AREAS. 0 •• o O C n00eu 00 • Qp ovo( SEE UTILITY PLAN FOR PIPET ♦♦ ♦♦♦ _ r •�' o,.?00%o•(OV. SIZE AND TYPE (MAIN PIPE) \ \ IE�SHOWN 2 PER WHEEL LB GK. 1Y���"J 2) LYNCH TYPE CATCH BASIN OR EQUAL Q > o .....______....._1)94,0..,'" __M_ (�V,. :API:::,o , ELEVATION ILION PLANS " ) O FL tl (i' �r- TRE H a CLEANOUT • DOWNSPOUT a CURBSTOP © CATCH BASIN N.T.S. �+€Na, N.T.S. QFANOUT �:�: N.T.S. ° N.T.S. cuR•sror VW N.T.S. C-1I11 �, .>. �; % I _ _ I' NARKrNc vnrr� �L- I . 090" ALUMINUM SIGN PLATE r °v'"E;a;TE0 7Ef �C C W WHITE BACKGROUND 1" HIGH Ec1*o .n�G BLUE LETTERS AND BORDER, 10wINti uNUR e : . • BAKED ENAMEL °R�IF6['uv°io O VARIES - SEE SITE PLAN / 3Ns a,,6,5 ' J fI!' C 1 -n" WIDTH OF ----SID--tx - • SEE PLAN-- TIUOLED EDGE 6 -1" RADIUS HANDICAP SYMBOL WHITE f� l r� (y� L. '�` '�` WITH BLUE BACKGROUND ��_ J -` 1/4` RADIUS I I -- TOOLED JOINT 2.OPE TOP OF CURB ----PAVING SECTION • I I" RADIUS - -.. - -- 3 ►- L._i • ` 24 CROSS CONCRETE WALK TOOLED EDGE - _ ' w. EVEN WITHTOP OF OPAVING I_, I I--III- • r .-- sLOP r _ _ 1-1I1-111=1I "'EWALK 1 vAN ACCESSIBLE SIGN - _ , 'ri , . r`, r`�.4r.„„_,.... ,, .I r ,.'° '`!i+�1, i.' di, ., `'�+ --RADIUS EDGE �i —I v ��i � '/ fr� .. n T H i,1 -n ,I tiJ 1 ' -III- . "" I--..r.:-="--N11 �``////• ;• 'r•.�'; i, .I = = _ I=L $ L7-= I =111 = A TAPER CURB AT SIDEWALK. OR END OF CURB •- ' -I • , i �' Q CD ..... • r i,'40 •• •• •• • • ` ^ • 2" SAND OR 3/4"-0" CR AGG _ AS NOTED ON PLANS _- a `A•• I �• ••• • !•O GALVANIZED STEEL POST 6" ;I( e • are. di;141/� ____Ii,� 2R CROSSDIMENSION •I• rt•, ►�� 0 if 6. CAST IN PLACE CURB d� SIDEWALK. SLOPE 1n-1-DROOMFINISI-4 _ ? - _; 1 MIN. .t I .. ., i. • TOOLED EDGE EACH SIDE ��I ,•.y-..-..�,,Z•. Z ON PLAN -----EXTRUDED CONCRETE CURB -1 I I_-I �- IJI I I-I I` I Im PAVING SECTION ,y . SET IN EPDXY CEMENT -, I— —, ROCK BASE COURSE `/j� • . ,,�i'� '- FINISH GRADE COMPACTED ROCK BASE ••:1'\���r=n=2=n=n=n=n=a=nr-n=u•-N=n u-uuu=��/,i`�4e �', - •- _ • r�``i,i i,i, II-II-u-Il-11=II-II=I1=11=11=1-u=u q-1-I�i i,4O '�-" �` ASPHALT PAVING Z ``f.`��``,;��.``.`J!=1:�1�.11:J11:1�:)I-:q.�9:.'1 :1%JL�. 11.��:�`�•`� �i. iI-lj��Iihl'' iO '"� 9" CAST NOTE _ `iii`s,/, ,���•/44``1,".. �i��/��/��iJi,��i/��i��`,,/�P,,//t;*/://t/%�;\\4t//t//\,/,�///4 III urn CURB !N PLACE CONCF2ETE o • CONCRETE TO HAVE STRENGTH • PROVIDE CONTROL JOINTS IN COMPACTED BASE ?11-1- ^ 1 11-11=11 ...%• ri OF 3000 PSI IN 28 DAYS, NOTE CONCRETE SHALL BE 3000 , . ::::;:..:. •::i; WALK O 5'-0" O.C. I �-I` a 2 TO 4" SLUMP 4" CONCRETE WITH 1111-I . CONTROL JOINTS AT 5'-0" O.C. 1 1_ 11=u- PSI AT 28 DAYS. 6 SACK AND EXPANSION JOINTS AT �. I ~----BRUSHED ROCK BASE MIX, SLUMP: 1 1/2' TO 3` �., t • PROVIDE EXPANSION JOINTS 0 20'-O" 20'-0" O.C. OR AS 0 TECH FABRIC • O.C. ALIGN CURB AND WALK JOINTS. SHOWN ON PLANS. t � CAS i -IN-r CAST-IN-PLACE CURB �o HANDICAP PARKING SIGN • CURB AND SIDEWALK4CONCRETE SIDEWALK EXTRUDED CURB �r�.y' ucwowa� SWALK :'R: N.T.S. [CURD :ii• , N,T.S. VCU'" NTS HSNNI N.T.S. N.T.S. „ — • j p NO TAPER CURB.- ---CURB RAMP r, _ _____--. • • + ,'- 1 1/4" STD. PIPE ro.r- -- • --- GUARDRHLI.. ''►�'jib♦� ♦'�"♦''♦�'♦',r1�♦*♦' ' ♦� •♦'�' 'c .J • 12k ♦��♦♦♦4♦4:+♦♦A♦♦♦.4w.:�,�♦11♦r♦A•♦♦♦♦♦ _ 171 j / •• 4•4 •-•♦i♦•-• '1* ii4WI1 �,♦ ♦♦♦♦♦♦ •♦♦ .♦ . �° Iii 1 i♦iI'�♦**•••4' •.4°•ASV P♦♦♦♦♦♦ .O.. A " CONCRETE WALL WITH __ BLEND 6" GRADE DIFFERENTIALAT 1'-0" O.C. EA. WAY of DISABLED SIGNAGE PER ' ' ` --PROVIDE TACTILE 1 1//4" STD. PIPE AT DRIVE-IN SIDE OF WALL - i #4ROVIDE (2) /4 AT TOP ;o STATE REQUIREMENT \ WARNING PER A.D.A. /GUARDRAIL AND ALL EDGES SEE DETAIL 10/SD5. TAPER CURB -- o �" WEEPS 0 6' O.C. t .'• ;p DOCK-HIGH DRIVE-IN I..._ 6 TYP. 5 IN. ASPHALT o t4 'o AC PAVING SECTION • CONCRETE FLUSH 1 \ •♦---- - -- - --_--- • 6.. r // 1 _+.R I • • 8. OF FREE DRAINING ROCK o f 4" STRIP�S �—��_ �.�.�..��.��r,� ��.� �,.i�' � - 1 AT 2'-0" OC lYF'. i�, !•/�� mum= u' .r..-4.-1 ilITA, ill . •r _ `�"- •. 2 t\-L::- - - - - -- - -__ --_ - - AC PAVING �S.-�. 2 WEEP HOLES (SCREENED) ` �- q T�-.....41. a ,' / [30' TYP. A o SECTION r = AT 6'-0 O.C. , I Oc I 'r •-� O *AL__j e Vl 1 r O I 1 I M - O • 13" c 'R N k -DISABLED SYMBOL, 1. ALL DISABLED SWIPING -- r - - _ • 2" µ AT 1'-0 O.C. 1 st:N • �' 3" WIDE PAINT PAINTED PER ,/� AND SIGNAGE TO COMPLY w b - ' .' I � T In ' OREGON LAW WITH ORDINANCE o v , ,T • • + . 4 x CONT. -` 1 . STRIPE TYPICAL SEE DETAIL 1 1 ,D5 ORS 447.233. w „�- CU DRAIL % 4' • { ) t 1 1/4 STD. PIPE t� '!15,504 4 2. DISABLED SIGN TO BE ,n ARR a MOUNTED TO SIDE FOR > '� - •a L4..t\,�. 1. 1 --- - VAN • ACCESS LOCATIONS LR. � OIl�Oli � 1 '�I• . -.•• PAINT STRIPE AND MAY BE CENTERED e}a, --__.._.____ y,_0.. 6.. 2,_0" ftp ?3.�� .T FOR STANDARD DISABLED / T / Ki' • G I__-- _ SPACES. 3'-6" SRL Kok ii- • ..., --.4110". 0 4_...�_-- '_�'(IYPICAL) - - �� - —I P[RkS: 6/30%97 An I 1 HANDICAP PAVEMENT SYMBOL ri r 'A" «el��' '�'f iQ RETAINING WALL ELEVATION _ • 13 RETAINING WALL RETAINING WALL ATE: - Hswe :-.7.7. NTS w :1+ N.T.S. aI . �' y HST.„, 1... tt N.T.S. „•' �. N.T.S. N.T.S. W 1/19/96 AWN BY: K ECKED BY: I: C,IrSRtVISION,' EDITION w CLOSING STANDARD FRAME `, r FINISHED GRADE MIRAFI 140N DRAINAGE G ,OTEXTILE DATE: r AND COVER FOR SEPARATION WITH 18 OVERLAP IIIII DRAIN ROCK, NO. 4 - '�'� I :::,4173-1-71Ili— • APPROVED DRAINAGE PERF. PIPE GRADING FOR PORTLAND 6'-0" MIN. ... CEMENT CONCRETE AGG., O' __ s GEOTEXTILE FOR APWA STD. 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A, X ' NMI �4 X i6"F X 16"F •• x1 X„� • ~1` `'4 ,� •I L!Ii1iH10A r 1.1"_ / x 1 fi"F — asigamillii ' • -; x X`y 1 ' ( • • X --nti' J L�� X te"F E X t8' X t4'F 't • [111,1-461. , , ,�E X-1.. rte 1aE x yLt �X x x�� �i4 X 12"F �4 x° 4 ■ ��,1 w4 X 24"F �9• .E �4 X .k �° •,d• X' 14"F L / . , .� F -. � : v� X x • 4 E x �'� x1 E X x 34"F x x x "� ` X ti x�� • .4 4 �.4" 4X, 1. X x°' 2dF X 4 X �`� x X 18"F i E X t 4 L ("------7:L-41'<'' bE �•,p4 X 18"F X xx v, X �j 4 12"F X 1t r. 4 E x Too x +� to �� x1� x��i •0 �X hE / ,...." Rt y`t X� ,,E 14"f X X 15F `id`• �d', X Y._ x < X X X14"F `� tib / / X 15F a; As yt bO� �4 X 24"F 14"F x SSE .ydE x 2d F X 22`f' X F x ��' x'1,<3 / x 4 X x x x X 13"F b4 x 4 x t r�E E 4 E �c° / , to"AL E I XI `1' xlp 1 x;Cr FX. r. ?0. E 4 E o 1 12"F XX?.4"F X 14, 1 X X , �4 X •,?- x �-- xd'4 X XN • X�1 yb4 st P� _, �� 7p 1,1 4 • X 4 I. F )4c x� �E �� 16" X �y.� • - X\64 x'''''rA X 12"14"24"F 0�0/ 1 "•/ `j` A X 12"F 4`4 o/ ," 'C. e; "x 111 r L KOC �"'� tt 1 t0 EXPIRES: 6,130 ' i6 X X24"F X20"F X_4"F X l _ " ,-- -t j - 1 — -1-- - 14Tr1- t--I'-17-7 10"M SATE: E �* ,s �4 xGRAPHIC SCALE 1/19/96 ": X 1 r F a x� x� rt x 1. 4 x1;.\ .i. `� �d4 so w 31 40 to DRAWN BY: • • r- x�o ,i. 44 x ., x Xd, BMK - , F-- e., X X X �._..._,._..�.. �. i / x 1 a"F r M ry6E i, ` / ( ll( Talr[ ) CFEECKEI? BY: x x� , that so KJK\LS X1YF 1dM X ,-, ` 4 . , x 2r r RF.VISION p ;�4 x �` �� EDITION CD bE x x, ' ��� x 44.16 • c." GL.OSING M — x P (__ ) 6° x X 6"-8"M . DATE: • ., --a I X 5"DW X, X 20"F X 10"M LEGEND }; 6, x t0"F ■� _, I X K �X �P� �� .lo�� t ■■ -- i • '4 X,�4 x ,1 F �` ^a � x ,�4 1Ft' x 1YF _ TREE PROTECTION AREAS _ r Ti; ----.��-7 -5,71.1--�'�ae�, `� bP' (FIEL.D VERIFICATION 8Y ARBORIST) ■ w� ^--t Xlo-4 164 4 X 14"F X 22"F ` ' X 8 M 14"F '' x .11 X,� X 3-16`F X 10`M 1 '�F X 7 • x xxX� x ,t, x . xx X24"F 36- F .�. N G ■■ • c IAO t!47[L?n7Nf 1IIPIG INC IABJ, ALL M13.11;11E'lCRM[1) 't, 'Y. P1174477" MMC% CRAMN�u AA 11*PN('PFATY a .. NDAMC NOi DArBi�[ _[_] 1 1E MOOM AWMnI TNI M n ON i Ci M.0 I. C �/ SHEET F] cl 1,1 . / 45 . • S D 6 c,... . , � ..J 1 • . . , ... of- . , . , , JOB NO. N . , . (" 293037 " 16920 SW 72nd Ave tT SIT 16-0007 RESUBM D FOR PERMIT411/96 f11 I IF THIS NOTICE APPEARS CLEARER THAN THE M•r 9 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QU',LITY• O1Ivv ',NI , s D MiCROFI X14111 , W111��1011 NW OW „}111111����1�i wiliiiiiiii titliftvp�s T ritlt�t,,. imitit lilt t - r; 7,, ItIttli1# ' 30X .. ,I,W0141111 . 111111110111 MINS n�nl n1�I �t� . +M►, ... b„ ; . . , •, . ,. .._ . . . . . . , .. • , .. . .. .. . . ., ,.. .,,, s , . , . . . ,,,,, . . .. . . . . , . . , , . n . .. , , ,, , . • • F , . . 1 r N .. . 1 If , • 'fir • ni�.��.-. ._�.„ --e 3 LECEN D - -REM VE EXISTING BLOW-OFF FIRE WATER 2 0) CO ,_._ �' G ASg MgLY E ``NATAL B MJ DOMESTIC WATER 0 Toy,�- / GAT RLY A _INSTALL BLOCK.) 0 ��'Ft' q t3 M TO EXISTING D.l. PIPE Opp o ao ' u - ° ! _ r I STALL 8"x8" MJ T E W[ + 0. INSTALL 8" MJ 45' BEND • �' K T 1N Tl� 8 M,. x 6 FLG TEE P'' ° VALVE c o -� _ iLliiiii.1111Wa_W-Eas _ _ - 9MJGATEVALVE SOU-H) -yW� 6G x MJ GATE VALVE INSTALL 8MJ 90' BEND _ ` ® o � ,,1 Few 7�.nn � �LLL1,.■ ■h■�� ■�■■ 111 ��■■■■■ ■■■■�!� `�- - `" --��._a,_ 17�� U 1-- 0 ��_ If 167 S4 �_ it�__ I -- r. I • -- ��------- e r� •17a �?�? INSTALL. 8" MJ ATE VALVE F'J.RE HYDRANT o �, �`--� ® I - -t --- _,(1. __ -. .-- --- ''' ._ 8" D.I. - SASS 52 _.. ._. __._,.. .� Reels Lv.H4t,4i, ► THRUST BLOCK W c • c. d It 4)� 111‘1:- � - I _""'-§2�.. / / �' I • I , MECHANICAL JOINT 1 61 \ I I •� / 8" D.I. CLASS 5 `� i- i- (:� �,�A�CO`•^- •�` �y ' •� .8A 111 INSTALL 8" MJ 90' BEND r I --� I • n 1/61,1 175.99 r, I I Id 0 >•.� Sr.WI I r■ 2/ _ I I (0001 o BUIL 6, 13 2.-- -S3 - 11: I c n = _ INSTAL!. F.H. ASE LY'- 1 •�• W p c I ; pd1N i WITH 8 P x 6 I01J . 1 + 1 t WATERLINE L.,R�ING C<✓1 STRU 11ON NOTES: N v m C I 4a' a ' REDUCER �SCUTH) 1 _` Z 7I- Q 1 4: r Pad ,76.,E ,�'' ` .,r!, IE +72.30 `�k. ■ I � �Y � .a- � :1;0 I ^ +n ' 1. ANESTIMATED12% OFTHEWA'sERSYSTEMCOSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING )[ ;/?•• to - `1'� I'�I ` CONSTRUCTION ON WATER LINES, AND TO RECEIVE A CITY OF TIGARD WATER DEPARTMENT (COTWD) Up. .:., \ I �N "� I STAMPEDAPPROVALONCONSTRUCTIONPLANS. - %-S , �, // / v ; 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD STAMPED APPROVED PIANS ON THE :58 -lc: • / - ( /it CONSTRUCTION SITE AT ALL TIMES. N I. A E A R T _ o 1' -,...,77 / I :� �� 324 A PRTIF ONSTRUC T ION MEETING DTELEPHMENTONE (503)1639-1554. RS OR TO COMMENCING CONSTRUCTION, TO SET UP 4. ALL WORK SHALT_ BE IN ACCORDANCE WITH AWWA STANDARDS. 4 ~ ♦ \ \ / \ 1\ I _ , 5. ALL WORK WILL BE INSPECTED AND APPROVED BY COTWD. CL `F - ' '- 1 6. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT �� / DUCTILE IRON, CLASS 52. e ' a - I I I �,r_F 7. 36" OF 3�4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. 1•-- Mu. [isl-, ,...„......ir---------, .-�, \I __ I 8. ALL VALVE OPERATING NU'i S SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE • I - I ) OPERATING NUT EXTENSIONS WILL BE REQUIRED. I - �� ' _ / ) 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED 0 Z i ATEACH TEE, CROSS, AND BEND LOCATION. • W 1 / i: 2 ,b �,N. I''- i i' ,/� INSTALL r MJ 45' BEND 10. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL L, O . ' BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET' ON BOTH SIDES �► � � INS ALL F.H. G (SOLLY NI I / OF THE CROSSING. WHERE CROF:'':INGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH �,� W G" MJ PLUG SO'LJp SOUTH LAJI ,� ( ) \ I I +7q> / / AT LEAST 1Ii" OF SEPARATION E�•. ._UW THE WATER LINE. Z •_ I 1 - WI i ,,: w {, '� J I Y .:/ 11. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. Q L� _+, / j" STATIC' PRESSURE oa 100 psi. �^t 4. Q - I / 12. ALL MAINS SHAT:- BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. ''• c-- / BACTERIOLOGICAL TESTS WILT. BE TAKEN BY COTWD. � / INSTALL 8" MJ x 2' IPT TEE ;Fa �� �� \ _ , L -- �/ 13. MATER METERS WILL BE INSTALLED BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). ._.,. . OWNER TO PROVIDE PRESSURE REGULATOR FOR 1J'" METER. N �t■■■■■ ■•■■■■ // 14. EVERY METER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE V i �` f % / INSTALLED AND TESTED BY OWNER. 1) " SER'VICE REQUIRES A MIN[M'JM OF A DOUBLE HECK �Cla 11.- .. , �J I - // / VALVE ASSEMBLY BEHIND THE METER. _ , --- - �� ____._;____ + "• 15. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTW) ? -. J-/11/ OF THE TOTAL CONSTRUCTION COSTS TO 1NFJICH WILL BE ADDED 10% FOR COTWD INSPECTIONS,, WATER LOSS, _ %/ ; / OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2X FOR ENGINEERING REVIEW, INCLUDING AS-BUILT cam"` / / / DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ET.C. /• / 7 i /' ENGINEER'S COSTESTIMATE o�/t i 1 � •� ( 165 2 LF 8" DI AT $32 F $39,648 `�,-_ ,� 320 F 6 Dl AT $22 5,760 \'fir 25,1 16" x 8" LIVE TAP AT $1000/EA. 1,p00 ,'�R,- -1 / / 1 REMOVE EXISTING BLOW-OFF AT $250 EA. 250 KO_- / / / 5 FIRE HYDRANT ASSEMBLY AT $5800. 9,0001 ------� //I TOTAL: $55,658 (EXPIRES:� 1 1 DATE: i ,� / ENGINEER'S BID EST1MAi�_ 3/25/96 DRAWN BY: Y _ I/ CONTRACTOR'S BID (ESTIMATED) $55,658- ,-INST LL F.1, / 1 BMK�� TWD (12X ADMIN., OVERHEAD, ENGINEERING) 0,419 +. •0 4. / ( ASS BLY / • /J ENGINEERING (6%) _ 4,209 CHECKED BY: ' �-` mss ■■■■r■I�UW■■i 11141111181111• // // TOTAL $68,286 KJK • T �gTING 6" pL - ' \ i,n �, ,/ / -IINN''�7qq H. TOTAL COST'S �y REVISION W 6AP 8�XTAPP(N E^ rIv) y �� \� ```-�' ; AS�SE y F x TE v� / CLOSING A 8 F x MJ T PP1N� _ vt .. DATE: ItA 8" MJ �ti PIPELINE $55,658 ..1 , GA VAL Imo: I ----� ,� " x 2 t o TEE-- 114 / i I / ,r-8" D.[. CLASS 52 (2) 1 E METER AT $4,940/EA _ 9,840 • \ \ Io 8" 6" MJ' • ` , / TOTAL $65,498 I. I RED1--i7 1J ____---INSTALL 8" MJ 45' BEND 0MATERIAL. LJaT --- --- -- ---- lin , INSTALL 8" MJ GATE VALVE 6" TJ DI PIPE, CLASS 52 . 37.0 LF. • 40 0 20 40 e0 lbo 8" TJ DI PIPE, CLASS 52 1652 IF. --."Le -" 8" MJ x 2" IPT TEE EA' M�CiEM21F ENCMEF4Nf.INC / 8" N I x 8" FLG TEE. 1 EA. MAY, 1;7.,411,5:;.'7„ D 15' UTILITY " " INSTILL 8" NJ x 8" FLG TEE ( 1■ FUT ) 8" MJ x 6" FLG TEE .1 EA. ,NESE tc. ALL.cs A.% THE ••r or • N�CF�p E^u1C INCFc�1 B M,I x R LG TEE W B FLG x NJ GATE VALVE 8" MJ x !1" MJ TEE ' EA. + � Ay1A/1 x�Fa?�� • - 8 90' M,1 BEND. .3 EA. I"+'• SM 1,v,I N r`E)T41=;, x YE.1 EASEMENT yy�f g FL; x MJ GATE VALVE 1 Inch - 40 RL 8" 45' MJ BEND. .4 EA. ` 16" x 8" TAPPING TEE. .1 EA. SHEET , 8" PE x 6" MJ REDUCER 2 EA. 0 • 8" MJ GATE VALVE. 4 EA. 1 6" M\1 PLUG 1 EA. W 1 418 FLG x NJ GATE VALVE. 1 EA. y, ,,,, „ 6" FLG x MJ GATE VALVE 2 EA 1 OF 1 M'/µ, " • , 72nd RESUBMITTED FOR P RMIT 4/ 11 /96 93037 JOB NO. 16920 SIN 72 _ �' i • • SIT 98-0007 BofB t IF THIS NOTICE.A('PEARS CLO ARF.R THAN THF. W7 9 1 I)O(UMF.NT,THF DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ILMED) IIIItli�llilt rltltlt�tlilt tltitl111tit• t rl1ll Ii1 If1t t. tltlll111111t 111111t}� ,�.,, r .1 k , .} ', s D miff . , ■f a IN a Oro• Am II� .� iirl!.re:P SMA . , , the k, ire , , • Q 1 H 1 � • " .. • ',:... • 777'77777 P