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7850 SW DARTMOUTH STREET-4 Mir— PROJECT ir —PRODECT TEAM VICINITY MAP APPUCANT: ARCHITECT: CML ENGINEER. PLANNN 40 SMNE`'� LANDSCAPE ARP IM T• � COSTCO WHOLESALE MULV'ANNY PARTNERSHIP G WRG DESIGN' INC. WRO DMIGN INC. ER HIp AR HITB(,'TS WRO DESIGN INC. WRG DESIGN INC, CONTACT` JACKIE ARAN[ CONTACT- LEN PIN[OSICI CONTACT. JON REIMANN. P.E. CONT IS BERNHARDT CONTACT: TERRY L. GOODMAN, PLS CONTACT. JEFF SIMPSON ;' al 999 LAKE DRIVE 11820 NORTHUP WAY 10450 SW NIMBUS AVE. STE, RA 10430 SW NIMBUS AVE. STE. RA 10430 SW NIMB'JS AVE. SIE, RA 10430 SW NIMBUS AVE. STE. RA ISSAQUAH, WA 98027 BELLEVUE, WA 98003 PORTLAND, OREGON 97223 PORTLAND, OREOON 9')2'13 PORTLAND, OREGON 97223 PORTLAND, OREGON 97223 PHONE • (425) 3134280 PHONE • (425) 822-0444 PHONE • (503) 603.9933 PHONE - (503) 603.9!33 PHONE • (503) 603.9933 PHONE - (503) 60339933 FAX • (425) 313.8105 PAX • (423) 8224129 FAX • (503) 603'9944 FAX • �:d3) 603.9944 FAX - (303) 603.9!44 FAX • (SOLI) 603.9944 EMAIL • JPROWROD.COM EMAIL • CJB*WRGI5XDM EMAIL • TL0*WRGD.COM EMAIL • JYNWRGDAOM _ -JTMmmli 17m7mTML---� `% \ t. % 1 %% _ p 1 I r\ cbs7m4f ! I • - � I 11 100 INDEX OE DRAWINGS , \ , II �� \, C1 COVER SHEET ` I --` \% y C2 EXISTING CONDITIONS — A % �� C3 DEMOLITION PLAN ESOT' I I ' I \, C4 DIMENSION/ SIGNING AND STRIPING PLAN ` 'R"�` t� . ; �� \ CS GRADING/ PAVING/ EROSION CONTROL FLAN C6 SITE UTILITY PLAN b 4 ■ ` ` ` �� C7 DETAILS V C8 DETAILS L 8 4 4 4 =0 d 4 c=—=� 8 4 c Approvsd.... fu` r`.,,,,�� orally ...........................�. 4 -- b 4 ;�u ap , �....,.........- r For only I''3 xc.;•r.. _ PERMIT NO. _y_ _ 11 Sca Lettar tr:Fc,,-y . ..... . j4e ICLPy Nt . %` f f III Is: O�►�TUOlrrK A{aA{) I. r 4 mu A R C N 1 T C T S PROFESSIONAL SERVICE CORPORATION , 'oq `'k 11820 11820 Northup War, Sane E-•30 � Bellevue, WA 98005 www.rlwlvanoy.co , Tel: 425.822.0444 Fox: 425.822.412 REVISIONS: R illll'� � •- �. SITE IAP DATE ?Z3'1-20— D!s 1 o 14 , 1 N c ., SCALE.• N. T.S 1. CHANGES MADE TO ADD ADA Y� ACCESS FROM BACK OF THE BUILDING 10450 SW Nimbus Ave- Partlond, Orpon 91722 TO DARTMOUTH ROAD, INCLUDING * 503 1 803--99 33 FAX: 503 1603-�f9 1 ALTERATIONS AND ADDITION OF � APPLICABLE STRIPPING, RAMPS, THERMOPLASTIC AND DETECTION PUAWN 040wm LNOW'R##4w4m'! +� REVIEW. _ PER CITY OF TIGARD _ + 0 _ DATE t 9/6199 DESIGNED I C. NEGELSPACH -- A L E ENGINEERI J RVIAWN COS-, TCO CHECKEp 1 SCALE: T I G A R D , O R E G O N Co .. .t — — _.4..Y — --- __ — -^— -- ----- ----- -—_------ J � 4r�yesawo.ni�. AUGUST s1999.00O6@ , 1 or It l l .I O 2 3 4- - -5 6 7 l ® 10 I I 12 I13 14 8 17 le ,. . LEGIBILITY STRiF Cm 9il�il —! 111661 Ilu�(iii iiiillul lul�l,ll iiu�lui Iiiull Inlillu !luillu lulllul :Illilln luliuu nu�lllli 104.1 cm I 19 20 21 22 23 24 28 28 27 28 29 30 CD01 NONI lOE ZII'I'IIII 1111'111111 ��T�� IF�M1I�1k1��M�MP1►V --------- i OL -«_,...,......r+a.upPMH.nwpw .w...•...,,wwer- INn�M_rMM'R#xw++ **++M+wMY.,rw„nr �,, -,..... - :.. .... ,. ,. .. .• _... .. !1�"iN�lMeR.±1eAN,1plR 'ptfC+taaPc . _ .,"�M' _ _. .. _.. ... _ ... .. -_ _. - _._._------- two loll in r • i r� -SE LINE - SANITARY N7T:: STOW SEYEF MUTE&3P-50f _ ` ♦ SANITARY SEVER STORM TRENCH DRAIN ��-�- - 13 STT>AN Ce GREASE TRAP / 3EPA,RATOR OO N ENL RIM ELEV - 163.73 O MM ELLV - 195.76 / r -��'� - \ -�•L ` ` ` r1.1�.1` RMI . 167.17 RE 0' PVC S1 1.13 O STORM TRENCH DRAM If W w 6' ME'rA,L PIPE - 161.62 2 - 4 J 1 t + t t • �` - _1`'�_ '� ``�`�" ` w OUT E 6" METAL PIPE 151.62 E �M ELEY - 163 70 14 STORM V 1 8129 ��,.� � �y�• •� ,r• c •. - ., :.f '-`-~-=`-�-- --�-_-��1,� `��•\\ O SANITARY sEwFR - /1sTrxtY '1MENa1 t/ftA�fN IE 9" P`1C w - 1✓11s0 `!F� �" '�� +I - - �� \ GREASE TRAP / SEPARATOR �f S END Rik ELEV • 153 66 ' �' \ - 157. 15 STOW CE .,.• e•. ...,: -•�.-L►T"`:.�Tr+-. .i. .'«�J' °: { ,,.• r+ \ - ; t .,` `I�n1-•- .1 \, RIM 22 IE AN w b METAL PIPE - 164.75STORM j •, i '+ +-�lwr -._ r- .. r \ \ 0 RIM ELEVM- 154.60 f�T?' �, ►- >C>� �► �.�.` .S si �} \ t \ E OUT E 6' ME7 - 4 IE 5" PVC N - 182.95E B RIM ELEV VC W'�210`+14 ' '• '• AL PIPE 154-44 J; I r , • r • k' r•` hY • r T, i"t' � � } x�, f,. �� \ 3 SANITARY SEWER MH STORM Ca 1g STORM CID O RIM - 220.55 I (II i �� ♦ i , +- 7 .7 \ IE IN SW 8• CONC - 205.4.2 0 XI PVC N - E 6" PVC N - 176.15 ` ♦ \ `C `'�' ♦ + M \ ELEV - 16.5163.41 Rill ELkV - 177.56 y ♦� �'\'\�.� `��'� \ �.�.�•��,`\♦♦ \ �. �` h,• t \ \ \ IE OUT NE 8" CONIC - 20E.33 STORM CIS 17 STORM OUTFALL EXISTING BUILDING WALL ♦ �` \ `� ' v '+ ' 6 O - 7 I I .,• SANITARY SEMEN MH 0 RMI ELEV - 166.33 E 8• PVC N 169.23 R' RIM SW8' 225-69 6CONC S 194.88 - 104.33 STORM CO t8 STORM OUTFALL '3-. ��\y E OUT NE e' CONC 204.2(' 01151 ELEV - 186.00 O E 8' PVC N 166 90 I 1 i EXISTING BUILDIN r� y, . 3 \ \� ^ SANITARY SEWER AIH 19STORM OUTFALL, WALL ` '`J RIM - 225.27 8 STORM ro E - 184.40 � CSC. N - 170.92 r - I t „ ' } 0 ST M C 160.57 I OR \ �'�' ` \ �� LE W Sw e' CONIC 203.93 I 1 • ,�€' IE OUT NE 8' CONI - 203.90STORM Ce IE 8" PVC N - 154.94 20 FAM ELEV - 186.35 ,j� I I I( I'+')�I( i i r j I• � ., •(�,• tiJ y. �\ � AR� SEa R IFSTORM C8E 8" PVC W - 154.75 RIM hG)RMELEV - 186.04 STORM MH I II I' ♦ •¢. ' .;+► t 2' �' '7 \ �\ \ 4 IE IN SW e' CONC - 203.24 E e' PVC N - 195.01 21 RMI ELEV - 179.33 I ° IE OUT E 8" CONC - 202.96 E MI H 24' CONIC - 173.46 �:• �; 10 STORM CB E IN W 15' PVC - 175.51 SEWER MH RIM ELFV - 190.64 E OUT S 30' LONC - 174.99 SAKI TAR Y RIM - 706.46 IE 5' PVC 5 - 184.66 E OUT SE 8' PVC - 174.37 HE IN , 8' CONC - 197.33 11 STORM CS STORM MH E OUT SE 8' CONC - 197.02 0 RIM ELEV - 186.10 22 RIM ELEV 186.78 i IE' \ \ 8' PVC N 184.43 wEnAND NITIE N w 1e' COLIC - 180.10 I 1, _ --_ \ 1• M1 8 SAARY SEWN MH 12 STTIRM (z E IN N 8' PVC - 180.14 DELINEATIONI'. ( 0 LINE J \ f f,• ,- ' •` :�; `I ~, �, , IE-Nw e?PVC - 196.03 RIM IEE Ir ELEV VC W 11184.29 E OUT S 24' CONC - 180.04 } ( r TRANSFORMER , •' `- t��' 1 SE e' PVC - 195.99 RECEIVING 1 � ' r `� `► 1 :a-_�' \ \ '\ 1 yid. 1. ti h. .�. •. \ i ,+ � II I i I i I I � I ''i .I is. a \ �y � .1 f a. ..,�.y; ►•.• r. >•J i.�..• v ' �11� �+ �� '-•«� •y�' / � \ EXI e 1� '1 �I � ' .•+ I• +tbI�QIN�' I " \ a+" •` ^. r a,. �•• •. � F. !7i, r ♦\ \ \ S ` I,I ` "\ • � 5t \. . t . I '� "�' � '{'� , � !- 'ps. ^•, + Y"..t,~ ••J a -• -� •� a f \\\\�\ � ,` 1 1` . ♦ ° + r , 'R• R 7 y ►}� �� EXISTING AC PAVEMENT '. EXIT 1 ,,`I` �' 1� � �;��" �" \ � •• _�, •_' ENTRANCE • \`. d t' 4 �'� � `� +: � '`?'L'-. I. •� `�\ � a r'. ' } x EXISTING CONCRETE. 1`11 . • .. ;'ti' w t "f ` •. r \ . � 1 1\11� ,� \ \,-i--;��.�� -�� ♦ \ \ ♦ ♦\ r �. �:'•�� f ,; .� J�• ^�r.f ��, �.�' i^ �, �.^�' 4 -- - 'b� EXISTING 1 FT CONTrA.'R F., ` \ 1`I ° • • --.._`^------ •\ �, ;NZR`AN Ci, f , ExlsnNPr { - - G 5 FT CONTJIJR �' ► ° CANOPY n • • :�, : ° �Ip.' i'"' ,S1 - - - EXISTING �L 1 \• ` h- .f M, , �t "xl J \ \ CURB � IN . -ri__�� rib- -.-L? �j , A. V - -- - EXISTING STRIPPING 1 1� ..:.....�si..,... _ -4•�--.4,. -.�t..1'gfi} �..... .' -.. ..._ t r.' ry I'IRLL.- EXIST114G WATER LINE \ \` `" ••-r-�.-r-•may .t._ W .,. ..�. '"`4-9!•- t' J` ';; I - -$-- - EXISTING WATER LINE �\\\ �\�\\ ... ��''f ...i i.��, ; .'r �.-� "�1 "' i+: '...r... .. . .r Vie' L- �i,; 1.�� , ! 1' `. f j ! I', �.•,r . \- ,"� I 6 I� '�'' 1 - -'Or 3D- - EXISTING STORM DRAIN LINE \\ r' t . �'"!� 1v ---Z ' ��C•if 1 y t 5 i ' '" R' �I • ` t, . ;: f � ``.r�},,•r' i ; M. i I I I - -4'35 - EXISTINI` SANITARY SEWER LINE NVIIx EXISTING POWER LINE �\ \�\\�. \ �•, �" 4 t ,' ' :� ` ;y+ "' • (lil ( X EXISTING FENCE LINE \\ \\\\��___ i i t„ �' .a...�=i. L it • •�. +f w, ,•'`'1' EXISTING BUILDING `'♦ \\\ \��` Y n��, , •.] 't ' y. �, `: , l .� t a * ' •• ., ,�. +' ♦• 'i ,�'• " Tr,C •,.a,.awtsoa>■a� EXISTiNG R TAINT E NG WALL �'pk I- j ., .•I ar.. ` � EXISTING ELECTRIC LINE , ♦ \� .` s. %r 4 ' �` t �,� v 1r: A }.; I -- PROPERTY LINE � �: -`.``�`�'^�••� . ':'� S / '. / h ,•. '� •, i •r+`' 'y -Y �. P� ,j '1�� . �r .�� xP.`' jNy,' ,! 1' I .'tea r• a, .0 '1 • ,,' `4,• ��' �_ ^ EXISTING WATER VALVE •; \ �✓ , ;,. ! . ` `, :fir ,. 31 Z I ` ,� I � � r" ••,• N �� .�°, � a, , M �` v,• � I � EXISTING HYDRANT • • '. ,' .� 1r'� '.• I ��' IN 0 0 0EXISTING BOLLARDS � 62) �. '' ,,.. J� r•' � � r . '; EXISTING TREE ISLAND tt 1 + +. •�' • ( 0-'• EXISTING ELLIPTICAL LITE 1 _ •' rti 4+' >� ;' r7 ',' ✓" ' I •± i,• I EXISTING BOX STYLL LUMINAIRE(DOUBLE) {I; \ \ ,,` - � , ,,;•' ,• ., .7 � :`fir :"L� � �" � 1 1 �- EXISTING BOX 51- YLE LUMINAIRE(SINGLE) EXISTING SIGN EXISTING HANDICAP PARKING SPACE A EXISTING DOWN GUY ♦ + `, I i . ' \ I O EXISTING MANHOLE `�I � �� 1�S � �\' � �••4;. .. •.r�° � � �, .' .• - e .�,, .S ,y `` ,� .*;�.� 1 ,,�•.. ' 6 EXISTING JUNCTION BOX •t e I .K •� , k1 r1' ,. a 11 1 �.'•1� 1 I o :+ 1 I EXISTING CLEAN OUT EXISTING POWER POLE •J -.`- \' = - v Mt. Jtr, "�' ► r 1 I 0 EXISTING MAIL BOX el AV%IAW - R-tMOUT--H --ROAD It Z; -- _ �- _ I 8 GRAPHIC SCALE TIGARD, OREGON av r o wo IN FEET) 1 inch = 40 ft. WASHINGTON COUNTY BENCHMARK NO. 402 MU �� BENCHMARK ELEVATION - 219.83 FEET (NVGD 1929 DATUM). THE BENCHMARK IS A BRASS DSK ON THE PACIFIC HIWAY (99W) A R C H I T C T S OVERPASS OVER HIWAY 217, IN THE CURB AT THE SE CORNER OF THE STRUCTURE. PROFESSIONAL SERVICE CORPORATION 11820 Northup IIVo , Suite E-300 Bellevue, WA 98005 www.mulvannryr.+;orn Tel: 425.822.0444 fox.,425.622.4129 ,r � 11,OM14 ♦ Y 10480 SW NMn41u A7,ry � $7223 , *5031W3-9933 't 11W- '�O, Y 20 20' 40' WHOLESALE _\ _TC0 IuoMfJlt.e�lJw.1A1dIgI/k A611J�11 g•,c p r 0.711 Ia/1��-r .y DATE 899 DESIGNED 1 C. MEGELSPACH T I C A R D O R E G O N -- - ---- ENGINEER R j_� rI�4rvN - SCALE: 1 to CHECKED EXISTING CONDITIONS + AUGUST6 1999 t. , 7e40 oarem ,@ sIr s1T Ir 1119"4M@ 2 of 14 LEGIBILITY STRIP c- TO3 a 5 8 7 A 9 O STT.,cm 12 13 14 g 17 le 19 20 21 Z 23 24 25 2e 27 28 29 3C CD aI I7 of t T ,Ia,I wI ' � 11.L111J.1�' I J.�,t�ttl�ItllllJ�ttlW�l�1�t�,r,I�4W�11�11�1t1�tl.t I oa 1 0111,11"pw 0,0 _01 I wAw loolooposso 1, W440NO omT - . __ A i 12 8 e ----- — _`� ` 12 / % Y i•e. , ' --- I I ' 77- WETLAND DELINEATION ° ! 2 v UNE \ I . 7 } 1 3 1 ` 1 16 01 I' ------- PROPOSED SAWCUT 2 ------- PROPOSED ':XTRUDED CURB w ` PROPOSED STANDARD CURB - EXIT - �+' \ \ \ \ PROPOSED STRIPPING f, - " O PROPOSED STEEL BOLLARD a ENTRANCE ,i , r•i �' PROPOSED BUILDING ADDITION ' L6 PROPOSED CATCH BASIN � I--•IT.- T , '�i ��a 1�._��..-?_�_ �=--=•-� �:_ L,- ` � � � �_ , 'Y 'ENTRANCE J`� -t-• ° >`• � PROPOSED STORM LATERAL • `lam -�-•��. t c ; I �.. , '• a -CANOPY, : 1 ` IN I t�trc-Z'- r• ' �'I `i ;L IN , I I _ _ PROPOSED AC PAVEMENTst o �y o �'� 14 X PROPOSED tnCC' CONTROL FENCE 1 O 1 J \� 13 L7 2 1 1 FILTER 9AG INLET PROTECTION `. -- — .� — 14 175-- PROPOSED 1 FT CONTOUR 175-- PROPOSED 5 FT CONTOUR %� __ _ '/. / ,�� ; / /� \ /•=+�,- �, ~.� / \� -/ / . \\ PROPOSED CONCRETE 4 I 4 / 2 3 10 ~� '----• -� t ! 1 I \�. - .� 11 � iia / '� ,\\ ' I' r ' i 8 g-TM ROAD _ III - GRAPHIC SCALE ' TIGARD, OREGON _ 10 ► o +o IN FEET) r 1 inch = 40 ft. mu�v NOTES A R C H I T C '1 5 O REMOVE EXISTING LIGHT AND POLE AND RELOCATE 9� SAWCUT FOR NEW STORM DRAIN LINE. SEE SITE AS SHOWN ON SITE UTILITY PLAN (SHEET C6). UTIUTY PLAN (SHEET C6) ' O2 REMOVE EXISTING SIGNAGE. RELOCATED AS SHOWN 1C SAWCUT AC AND REMOVE SECTION FOR NEW STORM PROFESSIONAL SEROCC CORPORATION ON SITE DIMENSION PLAN SHEET C4 . DRAIN CATCH BASIN. ( ) 11820 Nathup WadY, Suite E-30r) o O3 REMOVE EXISTING Rr AR05, PATCH AC TO MATCH 11 REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION Bellevue, WA y801?5 mwN.mulvanny.com EXISTING. SEE PAVING PLAN FOR SECTION DETAIL HEADS. SAWCUT EXISTING AC 0.5' FROM EXISTING Tel: 425.822.0444 Fox: 425.827.4129 (SHEET C5) AND BOLLARD RELOCATION (SHEET C4). CURB EDGE. SEE PAVING PLAN (SHEET C5). IRRIGATION SPRINKLER HEADS, IRRIGATION VALVES .AND R O REMOVE EXISTING CONCRETE SIDEWALK, SAWCUT AC ANY OTHER IRRIGATION ACCESSORIES LOCATED IN 0.5' FROM EXISTING EDGE OF CURB. SEE PAVING AREAS TO BE DEMOUSHED WALL BE SALVAGED FOR r, PLAN FOR AC REPAIR (SHEET C5). FUTURE USE (IF POSSIBLE). LANDSCAPE CONTRACTORa i rr o wt i 4a N SHALL INCORPORATE THESE ITEMS INTO NEW DESIGN O REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION AS INDICATED ON GHEETS L2.0 AND L2.1. IF COST OF HEADS, SEE LANDSCAPE ARCHITECTURAL PLANS. SALVAGING EXISTING IRRIGATION ITEMS IS HIGHER THAN 101+,0 SW Numb,» wa, PMAWn4 Or"- 9722 INSTALLING NEW IRRIGATION COMPONENTS, LANDSCAPE c !e001so3-"m FAM 13031003--MM4 U6 REMOVE 16.9 LF OF EXISTING DOMESTIC AND FIRE CONTRACTOR WILL COMPLETE IRRIGATION SCOPE OF COSTCO / _ WATER UNE- WORK AT THE LOWEST COST TO THE OWNER.RELOCATE EXISTING MAILBOX PER POST OFFICE 12 EXISTING FIRE HYDRANT TO BE RELOCATED, SEE SITE DIRECTION. UTIUTY PLAN (SHEET C6). /fA L EtE K p,oR �'a. Y •�' ) O REMOVE CURBING FOR REPLACEMENT, 13 SLIDE AREA TO BE EXCAVATED AND REPLACED. SEE _ Q 20 4& W GRADING PLAN (SHEET C5). DATE 8 8 89 ` 14 SAWCUT AND REMOVE CURE+ING .AND SIDEWALK FOR DESIGNF-D i C. fVE�GELSPACH nn EN�u�EEIR ,� RL SCALE: " „ 1 I lJ E O N REPLACEMENT. CHECKED I DEMOLITION PLAN AUGUST 6, 1999 ,See IT� - 06sh --•....,....—.� - - ......�-r............ir. of 1x19-Do6 ose l 3 01 /6 - ---.-mow._.._ ,,�, � • L II cc 0 LEGIBILITY STRIP 2 3 a S 8 1 e 6 10 11 It 13 14 Ile I'7 Is IQ 70 21 22 23 24 28 2e 2'` 264 29 3c CDr,l 1 I DI t he"11 *a ' � ' �111�Uitl�.tll�.t�lltl�ll:.lai:(l�ll�k-11U�W1�1i�lil�llll 1.11�1.�t�1,1 � or i I � ft. • <. .= 1.. 24 0 10.5r-) 20.1' Z0� ---1 30.4 .0--I 2. ' I 7T _ 71.0'o �"1 --- •�• R2-U`--1I _ - `1-- 20.1 � R2.0' 9.0' 6.8' � - TYP. 11.0' 24.p' 91.0' -- I - --- - - TYP- - -- -- 20.0' � 18.3' '7t�, V n' TTP 3.0' - - - - --S: r R 2.0' b r �� .6 3.0' I - 19.0' TYP. \ T 2�C' 8.9' TYP. 2 19.0' TYP. I 1 O ch 1'. TYP I TCk .Z- r w o- WETLAND STANDARD HANDICAP SIGN DELINEATION _ ;� � + 1 � -�s / S IrN OR20-68 .MID 6D � LINE �3 ,, , � . I I , , 4 � 4 0 II -19. TYP. 000 (.L 4- I � �� EXISTING CURB STOPS 4 STRIPES O � O.C. AT 30' ► o -`� ;\ I �\I' I 1 1 I \ PAINT STD SYMBOLS. y TYPICAL HANDICAP PARK 9. TYP. • 4., I I _02 _ IIVG STALL SCALE: NTS +� -- / I I I 9.0' TYP. EXIT �( (� r - 1 1 TYP. 1 1 _ . I 1 \ r � 40' TYP. ENTRANCE I � � � •\ � ! 00 I 1 9 c �� `� I I I 1 2 �/ 4' STRIPES O 2' O.C. \ )'. T ( I I + I @-1 \ - - 8' O.C.(TYP•) SCARTDRETTUR•IN,TSIGNS AT 30' 1 "� �f ..p 4❑ 0 D.0' YP. HC �` ET L LEST. t-- 10.0' TYP. HC ... N A I 1 TYP. V 9 0' CROWN TOPS t----• �_.._SI!. t ," ! ' I I IREPLACE 50LF OF CU I 7LLT i a I �'- w�, �- �1 1-11, 8' O.C.(TYP.)-LLLL 10' TYP. ' ATER COMPLEATION OF �o • --• \ _...J. L T - SLOPE STABUZATION o m ►� 10.0 5.0' J , -- �-"-- / i ' �- o 2 w 1.5' WIDE TYP. 6"' DIA X 6'-6' cr 4- o d 5 2 ADA PE ROUTE ARR YY( _ 1 w GALVANIZED STEEL\ e �` 1 DESTRIAN R( p TYP•) J Io �( _ PIPE FILLED WITH T - d Q C�:9 ®! - �_- - 3O- -03 - --� _ (3� 5.0' ` CONCRETE P-6 I I 2 - d Q d - d Q c _. T Q Q _ - V_ - _ _ �_t' E 5.0' Z STEEL BOLLARDS TYP.--//r CONCRETE PAVING _ I --1 24.7' F -_ _ _ --__ b -- 7- --1 - b Q C- T _ d Q L_ - T - --� d Q r._ ._ _ -� , SEE DETOJL AT LEFT. NSTALL EXISTING CORRAL ,� - - - - d Q I CMN TO NEW ?OLLARDS - - 18.5' -1--_, ►---}- 16.5' CART CORRAL AREA I I-F SCALE: NTS o ---_ O rn 1 O _ I �-•-- 12' DIAMETER CONCRETE R5.0' -� _ I _ - 3 I•. I FILLED HOLES 1 _ -- LLJ 2 TYMAL, OEM Bou" SCALE: N.T.S. Q 1 ONE SIGN ,� � e l _.. � R^0 (`® SIZE AND SHAPE OF o o" -.•.� I 1 -� d 1' _- 1 SIGNS VARIABLE - 2 S 0' .1k C (6� 1 9-0. TYP. ...{ R2.5 + `-- 9.0' TYP. "`� y � _ R2.5' � ! I 20.0' TYP. - d Q \- � -" --- - � _. 18 0' TYP. 1 MIN. 5/8' 4� 18.0' I � ) ____ -'" -- 9.0' TYP. NOTE: - _ - - A PIP I M.EASE ItIETL�I I ', I L I 20.0' TYP. - -- ? ALL E POSTS SHALL. 24' D I t 20.0' ,o.o' --q ►-- 1 /7 �- 9.0' TYP. L ( � d Q BE CAPPED AS M CNRe APPROVED BY THE / " ENGINEER. �I 8" FEi>!E b -- 1 it \ �•- - -'�_y _ / 9.0' TYP. --1 �" .{ 1-- 9.0' TYP. f_ 1 1 : 3" WIN. t ��- _ - -_ _ _ _ _-__ _ _ �`� �� I 20.0' TYP, --� I -240 --I - USE EXISTING SIGN CONTROL ON UNIFORM TRAFFIC `^ / 1 � CONTROL DEVICE R1-1 �' �-" N 20.o TYP. I , USE EXISTING SIGN _ A 4-TMOUT-H ROAD CURB LEGEND: 1M41TE (REFLECTIVE) BACKGROUND: FED (REFLECTIVE) ✓�% - � - _ -�-•--_. _-_ .. . ----- _Y . - . SCALE: N.T,S. f ~` _ GRA Ph'IC SCALE 9,1 18'-24' RADE PAINTED WHITE SIRIPES GENERAL NOTES 1 � _ - ,.�� io 11h 110 o 40 TIC.�tiRD, �7REGC�N RELOCATE EXISTING SIGNAGE AS SHOWN. CONTRACTOR TU � IN FEET J /-- ��PEE WHITE PAVEMENT � 12. - REUSE EXISTING SIGNS AND PROVIDE NEW POSTS AS NECESSARY DI�AENSI� TABLE ` �� ' -- "- - -- - -- _-- - - -� 1 inch = 40 ft. PROVIDE NEW STRIPPING AND PARKING STALL LABELING AS � i � SHOWN. SEE DETAIL AT LEFT. e'YIN. 10 wu. -2• SEE NOTE � /--STANDARD CURB 101 _it 03 INSTALL NEW BOLLARDS SEE TYPICAL STEEL BOLLARD DETAIL AT /\- R5.0' - F-30.0'--1 R5.0' R5.0' f-••30.0' R5.0' LEFT. 1 4.0' _^\ /\_ - - 1 mu CROSS - SPACE TWO 12' WHITE LINES NEW HANDICAP MARKINGS (TYPICAL). 0 90.0' 4 4 0' O T � ,`� 1 8• L $ �_`- 10 0' A R C H I T G T S AS SHOWN ON PIANS. CROSSWALK SHAH. R5.0' F•-30,0' R3.0' 32.5' -- BE THERMOPLASTIC PAVEMENT 1✓,IARKING NEW SIDEWnLK RAMP, SEE RAMP DETAIL (Sr1EET C8). �/ 115.0' _ "124.0' H_ R2.0' R5.0' I TYP. _T PROFESSIONAL SERVICE COF"A MATERIAL 20.0' +---� I _ ffmm [�T� © PROVIDE NEW PAINTED ARROWS, SEE DETAIL AT LEFT (TYPICAL) ( � NOTE: ALL THERIJ')Pl G.SPC PAVEMENT MARKING 110' 40.4' R5.0' 2TYP20.0' h F---" SCALE: NTS MATERIAL SHALL LIE INbb-..I.ED AS PER 7 PROVIDE NEW THERMOPLASTIC STRIP AT ADA CROSSINGS, SEE 2 f 31.8' �i�.0' 11820 NortA 00 , Suite `-1 R5.0' 33.0' TYP. r - © 1.3' ® r" ,.4' Believe, WA 98005 wWrr.multronn .c SECTION 00850 0�' THE ODOT STANDARD DETAIL AT LEFT (T`�'ICAL). 10 0' --I � � I YYf'OCAL PApCrVO R2.0' /� �'+ __ Tel: 425.821.004 Fax: 425,02 412 SPECIFICATIONS FOR HWY. CONSTUCTK>41. PROVIDE NEW ;IRIP AT CROSSINGS, SEE CROSSWALK DET;IL Al 151 • -� 30.�' T 1 LEFT (TYPICAL). I I 1 S.,' x..30.7' R5.0' -I 1 R5.0' R SCALE: N.T.S. CFX)WWALX 1, 84 p `� p R4.0' R4.0' + 14.5' D ! ® 1 O N 1 N SCALE: N.T.S. NOTES: R2.0' "� 14.5' S �'"ae NOTE: 10' WIDE AT BUILDING ENTRANCE I. PLACE ARROWS IN 03 R2 0' o R4.0' I--32.U' -1 R4.0' (3 R2.0' � ` e ' 5' WIDE AT NORTH CONNECTION CENTER OF TRAFFIC '; �, 36 0' R2.0' 10450 SW Hint Ave., Poriond, Uragn `722 LANES. SEE ABOVE !X031«13 X33 �Ax .'•1: 1IM.i Rg WH 2. PAINT ARROWS ANDy~ STOP SIGN WITH N ^� i r R2.0' /rte 15.0' R5.0' " yTN�yp RE�� --- _ WHITE SEADED ro •r:;,` � 1� 12.5' --1 12.5' - REFLECTIVE FAINT. i L 28 I--i f-- EK el am (; 2®` 4C' S J � IC ' rfS 3;i -- 04 74.2' R5.0'L 10.0 +� _.�C �_ -_ - �- 3• PAINT MINIMUM.TMKI GOATS 1 �''�. ' f 18.T I-- 30' r R4.0' I � R10.0' R4.0' DATE T /� D (1 [� I 4. F MNT STOP BAIR I 15f -28.7`' - ! r1 0 R � �j � �J • N -}- 4.9 4 DESIGNED I C. NEGELSPACH _ 12 W X $L /1tR3,Q' ENGINEEI I J REIMAHNV _ SCALE: 1 " .4�1-U EACH STOP. SEE �----- R5.0' x-32.6 R2.C' ABOVE. NOTE: CHECKED _ ALL DIMEIIJS10NS TYPICAL EXCEPT WHERE FOOTED. '.y• - SCALE: N.T.S. C. t I)IMENSION - r, 17 A U G U"S"T 6 9 1999 ,ego srr n„mf,a,en St, * ---.•. --.�. 91'1999.000011 4 of is • «• ' •` ' VLM ..., _.. ,,v. :I�(�w.enwv,-.__ --_,,,, .... ,w.-...-.w."--..•.,...w•.r......,...... ...,.....i..:..o.w_,,..,,t . ., ;wra�;L t ,''• ` T4 LE8161LiTY STRIP 2 3 s fs e Q c z 3 n q l0 40 21 c2 i_3 2-1 25 ?8 2 2e �1 11 01 MOM1 .�1O! I ;Jc1�11U1IJ�l�r �� I �1�1�JaJ�t�4a� ..il l.id�t1J� .lid tu�{,l�tj11d�111�J�111� °CD � i -.. .. _ II♦R'�e'uryllAiAlf.NlMSNdLk'�•WYIIUIL.+allb.+c . _.... .._ .. i I 1 PC=11 C1 ' ��.pr■ �•' ■r '� J ./�_ —_ ��—__- _.�-� _--_r•S J J ��'�...��1� �..�..�mow_�� ,� � ` ��C1 `G.` G ..� l � < • _ CATCH BASIN GRATE PAVING 0 Trm I I I' i I I' + ' I O�E I2. - - `_= \ �� 1' RADIUS I 1/b` SIAPE TO FRONT', I 5' CUR6 EXPOSURE �\1 T 2' RADIUS CD I j DITCH EXIS NG �' / \� \ ` \ b OVERFLOW 11 2 •\ �� SLOT � Q JI BALER EXI CATCH BASIN AC PAVEMENT I STING BUILDING WALL \ NEW BUILDING ADDITION c"ie7`9 J �* i \ \\ FILTER • , II - STF7! 10,416 S-F._ 1 7' nn ----� �� \ BAG BASE COURSE EXISTING 13UILDIN 1 (� ► !f \ \ c ` \� STANDARD FILTER I ER BAG DETAIL COMPACTORWALL \ / ' ` \ a 3/4' NOTES Y 1. THIS FILTER TYPE SHALL ONLY BE 1. CONCRETE TO HA4 A BREAKING STRENGTH OF 31X10 PSI AF 3 USED IN CATCH BASINS ON EXISTING TER 2v DAYS STREETS. 2. EXPANSION JOINTS. \ �.\ INSPECTA_ TO BE PROVIDED: \ 2. THE CONTRACTOR SHALL 1 AT EACH POINT OF TANGENCY Of THE CURB. �' ` \\�\'� THE FILTER WEEKLY AND DAJLY � I I'i1 I I li '"' f ` ` f � � / / %/ / � f \\\ •�'\• r`URING PERIODS OF FREQUENT RAIN 2 AT EACH COIR JOINT. 1 I I \ 3 AT EACH �f SIDE OF INLET STRUCTURES. 3. FILTER SHALL BE CLEANED INA 4 AT EACtI END OF DRIVEWAYS. 5 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 11 I? MANNER WHICH ENSURES THAT ALL , ►1 III ( i $ Illiy / / / I ! \\ \\ B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED. x WETLAND - 1 / / `Y / '.� I I SEDIMENT REMAINS GN SrTE. TQ1. NON EXTRUDING, �DELINEA TI `I''11 , �, �" I / y;� I ;� \ �, VA IH A THICKNESS OF 1/2 INCH. �,` I `� _ t I \ 4. THE FILTER SHALL BE REPLACED OR ` / LINE `1 `1 w ' r t r \\ \\ CLEANED MIEN THE BAG BECOMES 3. CONTRACTION JOINTS. S."-TRANSFORMER -`-` �' I HALF FULL A. SPACING TO BE NUT MORE THAN 15 FEET. \• 1 \ ' / \\\\\ �\ B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCtIES 5. FILTER SHALL BE FUSS ENVIRUMENTAL / � 1 � SERVICES 'STREAMGUARU TYPE II--S 4. BASF Roar TO BE 2'-0' DR 3/4'•-0' COMPACTED TO 952 � AASHTO 1 \ CBF' OR EQUIVALENT. T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4' IN DEPTH, \ \ } WHICHEVER IS GREATER. RECEIVING I�� ., � �� i \ � �v , t. A •, � . % �L7�R EAC3 DETAII.. I , TA AM CURB \� A T� _ I -4 \ TOP OF R DIAMOND i •� �' E • ~ ' :-'�- \ I , •\ I I�� --/f - �.,�_1 _ � \ \' ••; CURB 6' MINIMUM 1 _ . b _,� _ `._ \� TEXTURE RAMP 1 I )• •� +' / / / /�/ i ,� / / ,/ / \`\\ 0.5' ADOVE -FLUSH NTH SEE DEIAIL AT AC GRADE AT AC RIGHT I+ ' • \ � - / I \`\� v", ` -FLUSH WA'H o .' 1 !\ ` '1 + ••fr \ ,: ` GRADE AT AC XIT,. !F -i- \t -- TOP OF CURB •� ,. 1 \ ENTRANCE :� q I1�_ \ \ ,\ \ ` '1 �\ \ \ ( 0.5' ABOVE 1 • . \ '\ � i \\ \ � �\ ° AC GRADE «. +• .._._ ' \ ' a �� .�'�.y \ �. \ \ . �, yY •• . �� 3 }... / 1 \ \ / \ 4\ VARIES '1:N4RANCi, \- ` `\1 I\ •` I \ 1 '• �. O �1 \ I / •.C• / EXISTING/ NEW 11 `1 I I J •i �\ (•�\ 1 i I -CANOPY. i , I + / \ CONCRETE I • \ ' I d`i it I ,Omay I I I I I I I ` SIDEWALK VARIES \'` 111111 T' �\ iIN �I�,. �Ii� �I _``"''1'-`- � r..�. u�,• �, • • I / I I /1 w�r �� RAMP DETAL I� Q_ILI�R� s Z SCALE: N.T.S. N RAMP DETAIL \� ��\\ \ — - _ —._- �. -I--� , �'► � I SII Ir' I I \ 1 14 15mm (0.6'x) 00, ISI `yell , L- 00 � SLOPE 1Z4- T _="_. « ",-••" �•... \ ./ `. �., \ \ �' / O�O "ISTM CURB / E oo EXISTING CONCRETE % e • 4' ( /� I 1 / SIDEWALK AT �-- - -- I I / EN TRANCE ' - NOTE: \ './ Z ♦ .\7 \\ 4TH•�- N" / / A \ � ��/�. L 1� \� ` � / , `\�\ I / � / , _ I I FLUSH WITH _ �� 6 r I:RADF AT AC RAMP TEXTURE SHAT. BE DONE WITH AN EXPANDED METAL ORATTE�,. / PLASTIC; SNOW FENCING, OR OTHER APPROVED MATERIAL, BY PLACING + PORTLAND CEMENT CONCRETE \ \ 11 ~ / / � / -' I ; 1 AND REMOVING IT FROM !VET CONCRETE ASREQUIRED 4 +I CLEAN GRANULAR LEVELING COURSE \ 1 100 5 s I '� �-� _ I • , TO LEAVE A 1 ` �� I '�\ I I 1 DIAMOND PATTERN 14S SHOWN (ODCT 1'20725). THE LONG AXIS OF I COMPACTED SUBGRADE _ - ,� �'\ y \1 / \ 11 ;I�+ THE DIAMOND PATTERN MAY BE PERPENDICULAR OR PARALLEL TO THE \ / e \` , (, ` Q 6 /r \�? \ ( f CURB. GROOVE DEPTH IS APPROX. 0.01' (3MM). ALL TOOLED JOINT'S aU _ I. \ . I _ NEW CONCRETE SHALL THEN BE FINISHED WITH A SMOOTH FINISH SHINER'S EDGE SECT- �� `1 / 1 DIAMOND NTH PATTERN SIDEWALK RAMP DETAILS SHALL COMPLY WITH ORS 447.310. SIDEWALK ---z--- - +� 1 tl I• \ I a ► , _ � �� \ \ \ � SEE DETAII. ATRAMPS dt TEXTURE SHALL COMPLY HATH ODOT STANDARD [>F2AWING �\ F 80725 AND 2077C. 14' ''� RI,HT SCALE: NTS / / \ /+ �` f' \•1 FLUSH WITH WHERE THE PLANTING STRIP IS MORE THAN 6 FT. WIDE, THE RAMP mI I� ti \ I I - r GRADE AT AC SHALL BE RAISED AS REQUIRED TO MATCH IN WITH THE EXISTING " ,W SIDEWALK. ONLY THE RAMP SHALL BE TEXTURED. 1 11 i t � I , " PORTIANq CEMENT CONCRETE `` 1 � ' � � GRANULAR LEVELING COURSE n �' '- \ `l ` -_ - ! r I I : - _ ENTRANCE DEIECTI M STRIP _�:.,-_ - SCALE: N.T.S. OUTH ROAD - _ ,.\ •• �'��- `�� - `\, _ :� � , I I I QA - - I. EXPANSION JOINT EVERT .30' AND AT EACH SIDE OF DRIVEINA`S. -- 2. CONTRACTION ,JOINT EVERY 15'. �• - - GRAPHIC SCALE J. ME CURFACF FINISH SHALL_ BE BY CROSS BROOMING. >�14• - 6" CONCRETE CURB _ _ _ ,� TIGARD, OREGON 4. CONCRETE SHALL HAVE MINIMUM COMPRESSION STRENGTH 0. a NEW AC: SECTION 1.5" OF CLASS 'C" ON 1.5" OF CLASS "B" AC 10 RELOCATE HYDRANT 2,O' BEHIND CURB. - 3.000 el AFTER 28 DAYS. ON 2" OF 3 4 0 CRUSHED AGGREGATE ON 8" OF 1 1/2- •` P / /' - 0 ,; EPDXY"SUQMIT TYPE PRIOR IN FEET J CRUSHED AGGREGATE, ON COMPACTFrt SUBGRADE. WET WEATHER 11 NE:W 5.5' CONCRETE SIDEWALK PER DETAIL. • TO PLACEMENT`'—__ __ QTKN SECTION 10 BE 12' TO 24" OF PIT RUN PER ENGINEERS DIRECTION - - SCALE• N.T.S. (SEE HEAVY DUTY PAVEMENT DETAIL AT RIGHT, TYP.). 12 ''AEW SIDEWALK RAMP. SEE RAMP DETAIL (TYPICAI \ �""' "'-"""�'"- AS MLIV-C N TE- - - -- 8'ADE CURT-SCORE -9' SIDEWALK - 6' WIDE CURB SCORE 1 inch = 40 fl. NEW EX"1RUUEU CURB TYPICAL FOR ALL LOCATIONS. SEE DETAIL 13 riEW CONCRETE SIDEWALK WITH CONTINUOUS WARNING EXISTING ASPHALTIC CONCRETE AT RIGHT. GPID. SEE DETECTION STRIP DETAIL �-AG!'LEGATE BASF. nnu -'"-` ❑3 NEW MONOLITHIC CU-9 AND SIDEWALK, SEE DETAIL AT RIGHT. 1'� RELOCATE SIGNS ADJACENT TO EXISTING LOCATION 1' A R C H I 1 ! C T S T I_ ALL NEW CURB AND AC TO MATCH EX1771NG GRAUE AT SAWCUTNER OUTSIDE OF NEW SIDEWALK NOTCH FxISP,Nr, PAVEMENT -EXISTING CRUSHED ROCK BASF DNF. PAVE TO NEW FOUNDATION STEM WALL A MAXIMUM OF 1" a ADD AC SAWCUT AND MATCH EXISIINLAY TO LIFT CRGRADE FEATHER AC THICKNESS TO �y�� 4` WIDE BY 2" DLEP. OF STEM WAIL WILL BE VISIBLE i ROM FINISH FLOOR AND TOP OF 5+ ^'� NEW AC. COORDINATE WITH ARCHITECT FOR ACCESSIBILITY 5 NEW AC PAVING, MATCH EXISTING GRADE EXCEPT WHERE NOTED SCALE: N.1'.S. - CUM AW PROFESSIONAL ��RVICF CORPORATIOrl ALONG NEW CURB. SEE SECTION DFTA;L AT RIGHT. SCALE: N.T.S. _ REQUIREMENTS AT DOORS. TOP Of AC ELEVATION AT SiTllll WALL 2" CLASS "C` ASPHALTIC CONCRETE (EAST TO WEST SECTION) 11820 Northup Wa , Suite E -:,(10 ,I IS 1a7.92'. 6 NEW AC: SECTION 2' OF CLASS "C" ON 5" OF 1 1/1' - U •-- --�*- y 2 EXCAVATE AND REMOVE EXISTING AC TO SECTION DEPTH AND CRUSHED AGGREGATE ON COMPACTED SUBGPAOE. WET WEATHER - 2" 3/4'-0" CRUSHED AGGREGATE Bellevue, WA %010 www.mulvonny,corn PATCH PAVE ALLIGATOPING AND FidLED AC PATCHS TO MATCH SECTION TO BE 12" TO 24' OF PIT RUN PER ENGINEERS DIRECTION (LEVELING COURSE) •6" VIDE CURB SCORE Tel: 425.822.0444 Far, 4258224129 EXISTING GRADE (SEE SECTION AT RIGHT). CONTRACTOR TO (SEE LIGHT DUTY PAVEMENT DETAIL AT RIGHT. TYP. ALL SECTIONS). - 5" 1 1/2"-0" CRUSHED AGGREGATE VERIFY WITH ENG. PRIOR TO WORK. (BASE COURSE) 6" WIDE CURB SCORE - 4' SIDEWALK 7 REGRADE SLOPE TO MATCH ADJACENT. >; 3 SEAL COAT NEW AND EXISTING AC PRIOR T(1 RESTRIPPING PARKING --COMPACTED SUBGRADE OR FILL NEW AGGREGATE BASE R STALLS AND WALKS. 8 NEW 3' WADE CONCRETE SIDEWALK AND CURB. SEE DETAIL FOR \\ \� �\ \ \� �� \� �`\ TO 95% DRY DENSITY E�P STANDARD CURB AND SIDEWALK DETAIL. / \�� `\��\ \�\/ r\ EXISTING GRADE 4. REMOVE AC SECTION TO NATIVE SOIL 1 FT. INSIDE NEW TREE AND `-"��`��\ •-�. --___WET WEATHER SECTION 12" TO 24" / ^� • PARKING ISLAND CURBING. BACKFILL EXCAVATI1 WITH CLEAN ❑9 NEW STANDARD CURB DEEP PIT RUN PER SOILS REPORT NOTCH EXISTING PAVEMENT 10460 SW N4rlbua Avw.. Pw"cnd, GIP" 97223 r' TOP 5011.. SEE LANDSCAPE PLANS FOR SECTION ,DETAIL• _PAS 4' WIDE BY 2" DEEP, �1SO31eos-,a9ss FAx $03 UO3-9044 5. PROTECT ALL CATCH BASINS HATH FILLER BAGS. SCALE: N.T.S. EYIS71NG ASPHALTIC CONCRETE 4 1.5" CIASS "C' ASPHALTIC CONCRETE EXISTING CRUSHED ROCK BASE. v: �,��•II!'' w�.U�.olo..eoe6■vllohcat I�91Iw••wticnl6s ' ^~ 1.5 CLASS `B' ASPHALTIC CONCRETE + C C) S 'C 0 vvALE 2" 3/4`-0" CRUSHED AGGREGATE � j149-9M.—AW �w K �'"P •�/wl/• a (LEVELING COURSE/ SCALE: N.T.S. 0 20 ;�, 8" 1 1/2"-0" CRUSHED AGGREGATE (NORTH TO SOUTH SECTION) DATE P 8/99 [� (BASE COURSE) DESIGNED C. NEGEI SPACH T I G A f\ D , 0 R E G 0 N COMPACTED95XDRY S FNSITY E OR FILL ENGINEER J REMAIN SCALE.: \ \��/� \ \O�� % \/ TO 95X DRY E?FNSIIY CHECKED , _ '--WET WEATHER SEC 101\ 12" TO 24 a MAW DULY PAy�Q DEEP PIT RUN PE? SOILS REPORT SCALE: M.T.S. GRADING , AND PAVING .►' PLA {,L :• .' •�.. 1 C y. .� �.,, A.� ., 111] " AUGUST 6; i 99R - .. ----^ +..�.�..r .._+�.,� ��,�:, ; Sit 1999"00068 f �yr� 7650 SW flartmoulh Sfr - , d., • `�. �." Sol ib LEGIBILITY STRIP ��O i�� iji, :� , Omn.,cm 10 11 12 1;4 14 16 17 iE i9 20 21 22 23 24 28 26 27 28 29 3'0 al 11 01 } I'I I 1 1 I I NOMI 8M 1 , 1 �iJiltJlall11ilt1 Ll �l�.(I.IJlJ�tJi�l(111J�JI�1Iti�J1J11�U1(1L�11a - - w; p 7 STAIN SEwEA NOTES: t'( STOW TREM+CH GRAIN Sim GE A i FNE SPii81KLFR - "-- _ �-••-•--•-_ oN Q0 RIM LUV - IU73 ©t PVC S -9&76 3 �i CONNECTION } 7 11 STORM TREWN DRAIN O IMDOIF RIM ELEV - 193.70 STOW 08 _ t 4 Irl Q.f'N • 1II,l.2r 174 _- 3 STORM TR£t+CAl DRAIN E r PVC V - IN All I -- -- - ----- �l_ --- M w ► --r - ---- �+ !/I� , S D O RIM ELEV - 183.06 ON 6-w 6.w On , �1�_____-____ _ .�___ .r \ wtr "v - 194.60 $70" yP�c: w . tat.o4 4 - - STORM C8 is Rltl ElEV - ISZ94 ' I -d'w E r FVC N - 102.69 r e I I C �\ T ,• = I t•: O RIM ELEV - 185.04 R r PVC N - .86 to ` crawl ce 141 �vo°. 1-n.41a I g ErPVC ?1 - 183.41 / I A I .« � �.�� \ 1 ( ee 4 S117RY cx STOR�1 ou• ALL 1r \ I , R1M ELEV - 180.33 E r PVC N - 166.23 I j � l IErPVC S - 164.86 STORM LIM !1Tm OUTFALL RIM v - 188.08 E 1• PVC N - 15&90 IEa' PVCE - 154.40 195 Ce IE cUWONCN• ro63 ELEV - 106.57 Smm Cm I I I IE r PVC N - 184.64 oft aLv - 1aa.35 I ( 9 STORM C6 E r PN; w - 154.79 RIM EUV - taa.64 2t STORM MN IErPVCN - 18 m 0RMIEM - 170.33 ww IENN24' CONC • 175.44 STOR • L _ e 10 PIM E�- 1410.04 IEIN E OUTw S JO' Cd4C - "74.a8 IE a• Pvc s - 184 541 I II, i •�� E OUT 3E r PVC - 174.37 11 SMRMIM CIE! 141&.10 22 $TORS MH I I e R r PVC N . .10 O RW ELEV - 180.78 4 e IE IN w 16' COK - 180.10 1 901NrPVC - 1 0.14 Nf TLAND I , ��• i r I I I ¢ 12 RIM ce 141&.14 E OUT S 24' OpIC • 1410 04 �D LINEATION I j I \ RI a•EUV PVC w . 184.29 LIME I s � I •� I � I I � ee I \ 1 I 3 t 1 I ' atIit ! '\\ --- 4/ " 1 10 e EXIT '1 � w I I \ ENTRANCE • L ee ------ rw------ w ---------- 1 _ --41w- `� ----Ia•� _ b� --- e•w - -- ----a•w- -- - -rw ___ rllt- I _ I I 1 --►I' j 20 1 0 ,• \ d v o a o 0 0 0 0 0 \ \ I 1100, \\ 12 0 0 0 ( / \L \ o U O O O r I t!i - _Ir // 21 RIM 186.11' `1 16 I - - I.E. 182 11 � I 1 I f 2 I I 15 1 r \ \ i ev - - -T�AQUTHROAD R wv GRAPHIC SCALE TIGARD, (�RFC�ON "b Flo 0 00 IN FEET) , GENERAL (VOTES - _-- --� 1 inch 40 ft. O RELOCATE EXISTING LIGHTING AS SHOWN. PROVIDE mu NEW POWER FOR LIGHTING TO BE DESIGNED BY A R C H I T C T S 0 rHERS. O INSI,ALL NEW CATCH BASIN AND 6• STORM SEWER PROFESSIONAL SERVICE CORPORATION LATEF%AL. SET RIM TO NEW GRADE (SEE GRADING - -- PLAN SHEET C5) CONTRACTOR TO FIELD VERIFY 11820 Northup Way, Suite E-300 , Belevue, WA 98005 www.mijlvanny.com EXISTING INVERT ELEVATIONS. STORM LATERAL TO Tel: 425.812.0444 Far,: 425.824129 BE CONSIRJCTED 10 S - 0.02 MIN. SLOPE UNLESS INSTRUCTED BY ENGINEER. (3 RELOCATE FIRE HYDRANT AS SHOWN. SEE DETAIL (SHEET C7) FOR INSTAL.I_ATION. _ y I�,��,•�',� D 1! A 1 O N 1 N G 4 INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN, INCLUDING 36 LF OF 6" L0. AND ALL REQUIRED THRUST BLOCKS AND FITTING'-'! 104EO SW NbmWe Avi., Pwt&W, Oropm 97213 0 8031003-9933 FAX: 9W IW3-M44 ^�C 0 TC 0 I I OLESAL- _�._ w 0 20• 40' 180' DATE 8161.99 DESIGNED C. NEGELSPACH T (3. 1-.A R D , 0 � � E G n N ENGINEER J REIMAIVN -_ _ '* * Ir (�IEGKED SCALE: � ---- I SITE UTILITIES .-. - AUGUST' 6, 1999 A * , � 7950 SV/Dartmouth Str. > .Wl"^ r SIT 1992.00060 • 8 0l 19 Cm � �ulnuluninulun�unlnn�nulunjiil � LEGIBILITY STRIP U 2 3 a S 8 7 B 9 10 11 12 13 14 18 1I7 Ig 19 20 21 22 23 24 25 2B 27 28 .29 30 Omm.i�m CDO I 1 N11111:1.70"IOIN(a I OL 1111LLLw 11 I WAY i{iNiL441 U11� Id 1 111111.��OL ..- -.. - r s _ N 00NTF�GG� NOTES ` SEDIMENT FENCE PTES• hRta t , � NOTES A. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES I. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE ROLL OUT TO THE LENGTH OF THE BARRIER TO AVOID USE '?F 1. ALL CONSTRUCTION SHALL BE IN AccoRDArNCE WITH OfSNCN (E.G., SIZE AND LOCATION Of ROADS, PIPES: 12ESTRIGTORS, JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE CITY OF 71GANtD EiN/..WEERiNG STIWDAfmS. � .° ti• AIANNFLS, RETENTION FACILITIES, UTILITIES, ETC.) SPUCED TOGETHER ONLY AT A SUPPORT POST, HATH A MINIMUM 6" 'Yx B. THE IIIIPLEMENTATION Cf THESE ESC PLANS AND THE: CONSTRUCTION, OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST OR 2. COMRAi'T()it SFW1. VERIFY DEPTH ANu LOCATION OF All. ' VAINTENANCE, REPCAC'C-ANEINT, AND UPGRADING OF THESE ESC OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON DETAIL. EXISTING UTILITIES WITHIN THE PROJECT UMTTTi PRIOR TO F#,CIUT,ES IS THE AESPLMSIBILITY OF THE APPLICANT/CONTRACTOR r, UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE: BEGINNING CONSTRUCT". VEGETATKINAANDSCAPING 6 ESTABLISHED. CONTOURS WHERE FEA°,''HLE. THE FENCE POSTS SHALL BE SPACED 7. PROTECT ALL EXISTING MONUMENT'S, BENCHMARKS AND PROPERTY A MAXIMUM OF 6' APART AND DRIVEN OU . SECURELY INTO THE GROUND CORNERS. DESTROYED MC*IIP:cHi'S SWAIN BE REPLACED BY THE ; y� C. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON INS PLAN SHALL A MINIMUM C4 2' BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING CONTRACTOR OR AN APPr'tp'.ED SURVEYOR. THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 4. THE COHTRAt:TOR, SUBCONTRACTORS, AND EXCAVATORS MUST CLEARING LIMITS SHALL Of PERMITTED. THE FLAGGING SHAM. BE 6'. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE r y MAINTAINED CONSTRUCTION. THE: APPLICANT/CONIRACTCR FOR THE DURATION OF INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONG THE COMPLY WfTH ALL PROVISIONS OF ORS 7c,.7.541 THROUGH 7'57 571 ENTIRE DISTURBED AREA. INCLUDING NOTIFICATION OF AIL OWNERS OF" UNDERGROUND D. THE ESC FAgLI11ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED 1N FACA TM-S AT LEAST FORTI'40CT (48) BUSINESS DAY HOURS, CONJUNCTIGN WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE BUT Nor MORE THAN TEN (10) BUSINESS DAYS BEFORE SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN MANUFACTURED STITCHED LOOPS FOR 2"x2" POST INSTALLATION. BEGINNING WORK. ONE CALL .NUMBER IS 246-6699. �. WATER DO NO ENTER THE DRAINAGE SYSTEM, ROADWAYS, Oft Vile,A It. STITCHED LOOPS SHALL BE INSTALLED ON THE: UPHILL SIDE OF THE • APPLICABLE WATER STANDARDS, SLOPED AREA. STORM R GENERAL RA� �� E. THE ESC FACILITIES SHOWN ON THIS PIAN ARE THE MINIMUM 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE REQUIREMENTS FOR ANTICIPATED SIT CONDITIONS. DURING THE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE ME SLOPE I. All STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONF()i2►S TO 1HE?E CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS AREA HAS BEEN PERMANENTLY PROTECTED AND STAHILIZED. PLANS AND THE R CONSTRUCTION REQUIREMENTS RI THE CITY OF FORV.D NEEDED I'OR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WA1ER DO NOT LEAVE THE SITE. 6. FILTER FABRIC FF.N#7", SHALL BE INSPECTED BY ENGINEERING STANDARDS. F. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSAreY TO ENSURE hT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED 2. S:ATI00NG IS BASED UPON STREET CENTERLINE UNLES`' OTHERWISE SPECIFIED. THEIR CONTINUED FUNCTIONING. REPAIRS SHALL BE MADE IMMEDIATELY. 3. USE 1-1/2- CRUSHED ROCK BACKFILL ON ALL UNDERGROUND UTILITIES. BACKFILL G. THE ESC FACILITIES ON INACTIVE SITS SH-1 L 13E INSPECTED AND +._103/6. -- OUTSIDE IMPROVED AREA CAN BE SUITABLE NATIVE OR COMMON MATERIAL AS MAINTAINED A MINIMUM OF ONCE A MONTH OR IMIHIN THE 24 HOURS � V-11 � SPECIFIED IN CITY OF TIGARD ENGINEERING STANDARDS. FOLLOWINGNTIME A STORM EVENT 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF H. AT NO TIME SHALL MORE THAN ONE D4 B SI . ALL C C ALLOWED N O.S.HA AND IN PARTICULAR THOSE PERTAINING TO ADEQUAIT_ SHORING AND � ACCUMULATE WITHIN A TRAPPED CATCEI BASIN. ALL CATCH BASINS AND n CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE A A TRENCH PROTECTION OF WORKMEN. - ------ CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 5. RIM ELEVATIONS OF MANHOLES AND CLFANOUTS WITHIN PAVEMENT ARE L. STABIVZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE L Tv1• s • x r a%Is -� 2 ,/i• APPROXIMATE. FINAL FINISHFD RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE Or PAVEMENT SHALL BE SET 6" ABOVE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF 1/4 FINISHED GRADE. THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF INEPROJECT. >8 6. ALL STORM SEWER TESTING SHALL BE PERFORMED BY THE CONTRACTOR IN THE 90. 0" nAT ea► SECTION A-A PRESENCE A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE PRIOR TO TESTING). _ NO SEPARATE PAYMENT SHALL BE INCLUDED FOR THIS WORK. TEST RESULTS SHALL BE CERTIFIED ETT' THE ENGINEER: COPY OF THE CERTIFIED TEST TO BE PROVIDED TO THE CITY, BY THE D!GINEER, FOR APPROVAL. ii 1/4 L TACK ALL EXPOSED MATERIAL -- 7. All. PUBLIC STORr4 DRAIN TO BE ADS N-12 OR i --- Y PATCH AC TO GREATER OF 3" - 6" " �+ EXISTING AC CONCRETE SEWER PIPE AS SHOWN ON THE PLANS. P-_ - - OR EXISTING THICKNESS SAWCUT ALL PIPE SHALL HAVE RUBBER GASKETS AND BE WATERTIGIff. 8. ADS N-12 TO BE MANDRILLED, AS PER USA STANDARD. 9. ALL STORM SEWER SERVICE LATERALS SHALL TERMINATE 6' BEYOND PROPERTY , UNE UNLESS OTHERWISE PERMITTED BY THE BUILDING DIVISION, AND H - _ SHALL AC BE PLUGGED IC ANCE CITY F T DIRT ANDSTANDARDS.DEBRIS FROM ENTERING PIPE r O 000000 ODooO 1:1OCP 0000 ° 0 00 O• O -� F1 P4 x , ,n•MT lARf sons uru ° 0 0 00 0000 0 0 0 0 0 0 0 ° 0 0 0 00 0 0 U` 0 J�r, ,/.• ON CENTER 3/,r ROLM 00 0 O ° 0 ° O O O o0 O 00° Op 0 0 °° O J�00 WATER SYSTEM GENERAL NOTES / °ar o 0 °0o O 000 0 cpo806°00oo6R000O Oo % _�-� 0 0 0 0 00 0 0 °U O �_ 0 0 1, ALL WATER SERVICES TO BE 1" COPPER. pp �y Q� 0 -v 0 OQ `O 000 2. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE r X ° 00 p0 O 00 0 O WITH CITY OF TIGARD STANDARDS, ALL WATER UNE SFWl BE DUCTILEJIM 4 30" MIN. 00 O O 00 8 IRON CLASS 52. \ �� O C0O00 000 00 3/4" - 0 3• MECHANICAL JOINT FITTINGS SHALL. CONFORM TO AWWA C110 AND SHALL BE OF A EXISTING O 0 0 t7' CRUSHED ROCK CLASS AT LEAST EQUAL. TO THAT OF THE ADJACENT PIPE. 1 � BASE ROCK 0 o � 0000 O Lii /// U O 000° DO o 0 4. ALL WATER UNE. TRENCHES WITHIN THE PUBLIC RIGHT-OF-WAY TO BE APPROVED � -- -T- z - 00�O O -� O� O 0 WITH SELECT' 1-1/2- CRUSHED ROCK. �1 �N� FI\� 0 0 O 6 O 0 O 0(b 5. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON Np1 SAA 3/+0' 3/15• x 2• rI.AT 00 000 Q ° ALL NEWLY WD WATER LINES PER CITY OF TIGARD STANDARDS, IN THE PLAN �UM CA04170 SEC 11uN B-B O � O o O O PRESENCE OF A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE). TEST RESULTS -- - ; i--BEDDING 3/4" - 0" SQL BE CERTIFIED BY THE ENGINEER; COPT OF THE CERTIFIED TEST TO BE �- PROVIDED TO THE CITY, BY THE ENGINEER, FOR APPROVAL .,\ NOT"E: �°� CRUSHED ROCK FRAME AND GRATE MATERIAL SHALL BE FIAT BAR STEEL OR APPROVED EOUAL 6. ALL. FITTINGS SHAM. BE THRUST BLOCKED PER CITY OF TIGARD DESIGN MANUAL ADDITIONAL THICKNESS AND REINFORCEMENT SHAil BE REQUIRED FOR STATE \y HIGHWAY APPLICATIONS. 7. ALL EXISTING PAVEMENT TO BE REMOVED FOR THE INSTALLATION OF WATER V \ LINES SHALL FIRST BE "T" SAWCUT, 6' TO 12", PRIOR TO PAV7_MENT REMOVAL. . \ CURS AND GUTTER CATCH 8. PRIOR TO BEING CONNECTED TO EXISTING WATERLINES AND BEIM; PLACED IN BASIN FRAME AND GRATE SERVICE, THE WATER LINES AND SERVICES SHALL BE FLUSHED, STERILIZED, - -- ALL IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. THIS WORK 31IW-,_ NOT TO SCALE BE PERFORMED BY THE CONTRACTOR. "' E�_ - T-CUT ASPHALT DETAIL 9. CITY OF TIGARD ENGINEERING DEPARTMENT SHALL BE No11FIED AT LFAST 48 ' NO SCALE HOURS PRIOR TO ANY WATER LINE C(i .STRUCTION. �N J ONE TR, 10. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER OF 36" OVER THE WATER LINE. A I A No. a NO. 3 a-17N�00[D AT e:o C'fYMf L- 4 _� ' '�7 11. WATERLINE CONSTRUCTION UNDER EXISTING PAVEMENT SHALL. BE SAWCUT AND EXISTING PAVETMENT SHALL BE REMOVED. SURFACE RESTORATION SHALL BE A .4 MINIMUM OF 3' A.C. ON 8" AGGREGATE BASE OR EQUAL TO THE E`(ISTING SEE DRAWING THIS SHEET V Y-' '/'• SECTION, WHICHEVER IS GREATER. FOR FRAME AND GRATE e" OVERLAP (TW.) SIDEWALK ADJACENT TO CURB S•T�REET GENERAL NOTES POINT "A'� POINT "B' ,- �•'-Z.O•-' - PECESSED CURB INLETS TO BE. INSTALLED , - � g 18' CAST IRON 910 1. STATIONING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. © O VALVE BOX TOP 2. ADJUST ALL MANHOLES UDS AND VALVE BOXES TO FINISHED GRADE. ^� HOOK BAR PLAN DETAI1. i8" �- 3" MIN. BREAK FLANGE SIDEWALK 3. ALL U11LITIES SHALL. BE INSTALLED UNDERGROUND. C.(' J-A MIN __f_6LMAX. : PLAN VIEW �o To MATCH "-- ry _-_..� 4. STREET LIGHTING S14AI-L BE IN ACI,JRDANCE. WITH THE CITY APPROVED LAYOUT, :N ACCORDANCE WITH DRAWING NO. 1408-ST anw Tnt� - ` 5. UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC & EXTENDED 1. POINT A MUST BE A MINIMUM OF (i• 111GHER THAN POINT 'B', �• TO 6' PAST RIGHT-OF-WAY LINES WITH 36" OF COVER. 2. (2) 1"x$" W000 STAKES PER BAG MALL BF REWIRED FOR STAKING 1 1/'. /4" DRAIN R BAGS OR APPROVED EOUAL. + �n• N0. e , 6. SAWCUT STRAIGHT MATCHLINES TO MEET EXISTING PAVEMENT WITH NEW -CURB - TAR PAPER �M715TC1 BIC}-BAG DITCH PROTL-CTN:IN _ NoorlL wars ry - 6' DUCTILE IRON PIPE PAVEMENT. -- r - TOP OF a rwoorr- 1 RESTRAIN ALL JOINTS W/ 7, USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS; CURBS, AND DRIVEWAYS PET? ' _ PAVEMENT\ 1 FIELD LOK" OR EQUAL GASKETS ! NOT TO SCALE .a �►•� " a•�� ' 'a � �.• • " _1 CITY OF TIGARD ENGINEERING STANDARDS . '.o ti : _T -- �- 8. THE REQUIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS O H� .. 0 °-�' a SHALL NOT BE LESS THAN 95% MAXIMUM DENSITY AS DETERMINED BY 8" MEGALUG RETAINER / AASHTO T-99. FILTER FABRIC MATT=RIME FILTER FABRIC USE STITCHED LOOPS '. '.; ..� �;: GLAND (EBAA IRON} 36• MADE RUINS MATERIAL OVER 2'x2' POSTS MAX MAx ' • OPTION: CONwT. JOW CONCRETE PIER 9. THE CRUSHED ROCK BASE FOR PAVING SHALL BE CIT, F S" "' �,"• T 2" p 1/3 a""'"a A"AA BLOCK 6" GATE VALVE DENSITY USING FJlSHTO T-180. COMPACTED TO 957M (?F MAXIMUM TIGARD, OREG0N '• ' FLG, x M.J. :' , No 3 HARM ,.1 I . MIN. SIDEWALK WITH PLANTER 2.0' L 10. THE DENSITY OF ASPHALT CONCRETE SHALL BE AT LEAST 91% OF RICE r M.J. x 6' FLG TEE ' e • ' •' �' s•: ' •' THEORETICAL MAXIMUM DENSITY A_5 DETERMINED IN CONFORMANCE WITH ;�.'.�.� STRIP AT CU' 8 I I • I AASHTO T-209 AS MODIFIED BY OSWD. ,o x !' w SIDEWALK 3 MIN. I 11. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER CITY OV TIGARD. I a • h A �►. 4 `:: �" MAX. BREAK FLANGE WASHINGTON COUNTY, AND M.0 T.C.D. REQUIREMENTS. ' I�IV�UM ?AtyNt � •��'." '" ►�+. , 1/2• y ."z'rTs'-^- - -- Ta' 6" MU -4 4" d' 0"111-8 1 12. OWNER TO PROVIDE ALI TESTING Hf SUI-TS AS REQUIRED BY THE CITY OF A R C H I 1 C T : �. . FRONT�Eb( SECTION A_A SECTION B-B `• NOTE: Kim ,. . SID VIEW ---- •;a:'" . •• '�i".'"•.' 13. ACCESS ?0 EXISTING TRACTS (1F LAND SWILL BE PROVIDED FOR AT ALL TIMES. tt "� a >.. 4 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' 14J 5 1/4- PROFFSSIONAL SERVICE CORPORATION NOTES: �''"' " " { - MVO 3 PORT - TWO 2 1;2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: 14. EROSION CONTROL, DRAMUG[. i,CIN ROL AND DEBRIS CONTROL SHALL BE PROADEO ANGLE BOTH ENDS OF FILTER FABRIC FENCE 11D A SURE SOIL ".S TRAPPED CATCH BASIN TO BF. CONSTRUCTED IN ACCORDANCE WITH ASTM C--478 A. OIL RESERVOIR FOR AT ALL TIMES; AND SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF 11820 NrxtPlup WGy, Suite E-30 B. BRONZE ACTI!ATION NUT CONSTRUCTION. UNSATISFACTORY PERFORMANCE IS CAUSE FOR TERMINATION OF Bellevue, WA Slz0 www.m111rtnTn .co, !t d" OF 3!4' vOMPh:TEO BASE MATERIAL C. BRONZE SFA' RING ALL WORK AT THE SITE UNTIL. CORRECTION OCCURS SATISFACTORY TO THE CITY. Tel: 425.822.0444 Fax: 425.8 412 ��- 'Art-- MAVNMUM DEPTH OF STANOWtD CATCH BArrN TO 6E 8' FROM TOP OF GRATE TO FLOW LINE SECTION B-B D. WEATHER SHIELD CAP PIPE INTERLOCKED 2"x2" -' F, TPREADED NOZZLES WITH "0' RINGS � � - POSTS AND ATTACH PRECAST CATCH BASIN: MINIMUM WAIL THICKNESS TO RE 3' G. NATIONAL STANDARD THREADS �Q��P R 2. SAFETY Ci1AINS TO BE REMOVED. '��A t N R+ O iQ • i N 1 N C _ 14E1N'tORCEYENT TO REAR MEEITN12 ASTM Al11S GRADE 60 t>rt WELDED MARE MEETING A 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED - BY DISTRICT FIRE MARSHALL s I NT PENCE GIlTT�R AND CURB CATCH BASIN 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB a 1104et1 SIM N4npen Ave., PwV#p4 Oram 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. pmpOp !eD31eo3-0033 FAX SLID 1�3 NOT M SCALE NOT T1- SCALE 6. IF SUBJECT TO VEHICLE D.AMAGEn PROTECTIVE POST "FO BE PROVIDED. , 7. VALVE 9OX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO, 503 OR AS APPROVED ��;, `�� Rnw".p�.ullwet, Mow"a COS -TCO BY ENGINEER. V_ mmdm 9. THRUST BLOCKS SH/4-L NOT BE PLJACED AT HYDRANT LOCATIONS. OLESA -wn�w Alp !GATE G �0, AVNIN P. NOW FIRE HYDRANT DATE _ , e'�x/99 T• I G A f . D ) 0 R E G 0 1 V STY p1 TnoMc ` - 1M! INSTALLATION 42 DESIGNED C. NEWLVACH ieM.e,xi ens ENGINEER T J RE.TIWINN ,f"x •ar ., •„_' CHECKED AL -.. o , �� _. p r rF r. DEt .T,, l . r• } • AuWs i�. �t" f .' ,r 7950 SW Dartmouth 10 6 >�,u us�r 199 � X,. .' - ..:<, ! s�"al��s,a•�� - tea. � V, ,.; SIT 1999-000611 r fit, 1 y 7 of 16 ' a 2 ` b �rM•Wrr.. cm LEGIBILITY STRIP o uliiil lir Inn�ui �nn�ilnlnu�u ilnniu ipmn"icm a I 1 1 12 13 14 1 08 17 1 19 20 21 22 23 2.4 25 28 27 28 29 3'0 a LII I I I OI ''I� "ON I a IOL I Jul � 1�1111 1 LI OL CD WIM!`tnlM1lA1111ek .Cxasw .... -. ... .. ,- 'N 11111NO lop .. .,•n.rn..+•.-,..++or...•......,....v.w,..,..,.,.._.«•,-.,eo••,.+r,.n«»+..,.,,..,,.-......va,....�...�w,...,+r+,�•.»«.....�,.,......•...•..a,.,-M,•....•..•„»..•...,,.........�...,�•rer.•.,.-..•,.. .. 7 'iEE LANDSCAPE PLAN FOR REQUIRED LANDSCAPE IN THIS AREA. 6' FOR PAVEMENT SECTION 6' MIN. — . . . . SEE PLANS 2' EXISTINGSURFACE GR4DE rrr� ALL NONMETALLIC PIPE SWILL HAVE AN � TRACER ELECTRICALLY CONDUCTIVE TER WIRE r\ . . • . . . BACKFILL ABOVE :. / (18-GAUGE, INSULATED COPPER) FOR TOP OF CURB AT AC GRADE PIPE ZONE , LOCATING THE PIPE IN THE FUTURE. 3/4"-0" CRUSHED ROCK BACKFILL }'' = IN PAVED AREAS. GRANULAR BACKFILL OR APPROVED NATIVE MATERIAL IN AREAS -,,,-- TOP OF CURB 0.5' ABOVE AC GRADE 6" 000000 OUTSIDE Of PAVEMENT A J' 12"MIN. 0,0 EXIS TING MATERIAL J PIPE ZONE 0 LANDSCAPE IN THISAREA. REQUIRED ' 00 \ \ \ _ BACKFILL o0 3/4"-0" CRUSHED ROCK OR SAND Q, ,I r • , X14 REBAR 0 o STORM AND SANITARY SEWER /\//\/r/\ 'l r + - 3/4"-0' CRUSHED ROCK \N j\\ \\ \\ \ U L� O O NOTE: , F T 4"MIN. 000 1. BACKFILL IN 6" LIFTS. 04 O OS 1. CONCRETE SHALL BE 3000 PSI AT 2. COMPACT TO 95% 0,= MAXIMUM RELATIVE 28 DAYS PIPE ZONE- DENSITY PER AASHTO T--99 IN PAVED OR 10BEDDING-----�-) GRAVEL SURFACE AREAS. COMPACT TO 2. DOWEL INTO PAVEMENT WITH 90% OF MAXIMUM RELATIVE DENSITY PER e — NEW CONCRETE SIDEWALK /////r 24" /4 REBAR. P PIPE 0.D. AASHTO T-99 OUTSIDE OF PAVED OR \\\\\ PLUS 18"MIN. GRAVEL SURFACE AREAS. BECMM PAY WIDTH A-A 3 ERIAL FOR BACKnLL FOR EXCAVATION AND BACKFILL. TO USE BE FDETERMIN DNATIVE T BY ENGINEER. y . TYPICAL 4" PARKING STRIPE WHEEL STOP DETAIL STANDARD TRENCH DETAIL SCALE: NTS SCALE: NTS ,. t w _ NERAL NOTES: r 2 ' '/`' �) 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES AND BOTTOM SHALL —81 ovnxt RK BE BUTT WELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED, it H# i To 2. ALPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN AND cowgrf TO 8 _--- WM LAFA n"e'. -AN OUT. ENTANCE RAMP DETAIL 2•-e 1/4• - _ 3. BREAK SHARP CORNERS AFTER WELDINGS. 1 0 SCALE: NTS I 4. ALL CATCH BASIN GRATES SHALL BE SECURED TO THE BASINS I USING BCLTS OR OTHER APPROVED FASTENERS. SUBMIT METHOD FOR REVIEW BY ENGINEER. L•�"Ill STOM&M CMI x1011 wn }� !flH (2TMp( - tM 40.000 ut_)__ f LYMC mm GRATE )(2jM4Y TI X ��T3 50.0000 Lft opt AP'MOVm ,/2•-I �I- r e , t1N0 - t2 DWALL 1-19. DYL J_ — _ t t/E2 OP62 MM M T WUPNOI.t•'] ALL to* ,0- LONG MIN 1/ PN %ig sm Vccm OUTLET. wmt 6 • 1/4- t{T►l r L OOII!) � � w ORA DEPTH _ GWE FRAM 3- CQn J ' ,e •-At401.E � �- wk. I --•-- oLmeT r t L _ 10 01► SW OUTLET NX OCTAL "9^ 3 1 e_ 4S wD= MAL (Y".) 13". 1 4• PLATE (TI}.j e• AND O0TT0Y _ CALCULATED .EI (� (M•)} + AS SHOWN ON PLANS i I I-- 2'-0 1/2. SO- STANDAR) CATCH BASIN SCALE: NTS a o- TIGARD, OREGON MVLV C H I T C T S PROFESSIONAL SERACE CORPORATION 11820 Northup Way, Suite E-300 Bellevue, WA 98005 www.mulvonny.com Tel: 425.822.0444 Fax: 425.822.4129 10450 SMI NbnAue Awa, Partlent Or"M 97223 ' * 5031603-99M FAX. W 1603-0044 u1e9o11R.�1�+9etyett1A11cras TCO VV OLE �,PCOPlAleole.tN/I�.A L E a XP�eals 13�41/�o�— �� 0 20' 40' 80' DATE 916199 eDESIGNED C. NI<GfL5PACH T I G A R D1 0 R E G 0 N EygNEERI J REMIANN SCALE: 1 ' = 40+1 CHECKED I J DETAILS AUGUST 6119997850 SW Dartmouth 9tr. SIT IOW00058 x� > a of to R4• T.- cm �' �iliilii �� . �ii;iIllll" IIIIIII ILII ILII IIII•III ILIIIIII ILII illl'llll ILII ILII IIII'llll ILII ILII ILII ILII LEGIBILITY STRIP Jmmo.i tm 1 2 3 a 5 8 7 8 A to 11 2 13 14 e I7 8 19 20 121 199 1213 194 198 190 197 121a 1210 13io CD IIIIfIfI�IIIi IIIIIIIIIII�II�IIIII'IIIII'IIII ;• :. 7.MM4iY� 1 •MM.�W1� �N�O�N�II I I� IOL ...,, I 1JJidAlU.+ 0Z ,r r � a5 ..., __ _.__ _. - _.. _._ _.. _ ..... .. ._... w!,+bt'F1DT..�,,, .eJ4n�+wdn+! ,tiMw}.A•.w. I .. _ a@asapw'7r+6•wwr"rnw/oa-!...",a+xwva ,."oa vn+.c-+" .'1rM'�MMIs�'r.+ngrM+F+lo�k�ra+Crag.m.7e-^7+?araW..e*qna�"'n-•'.!r»V.F�.-�.'P.1r�lC+YIH•'. � .. m:R+�,.+? .ar;�; 1 i I I i r I . i PROJECT TEAM VICIN - - I T� MAP SGIL£.• N.T.S. v f ; APPLICANT• AWWECT CML ENGINEER: PLANNNO SURVEYOR: LAN03CAPE ARC HI TECTA � � COMO WHOLESALE MULVANNY PARTNERSHIP ARCHITECTS WRO DESIGN INC. WRO DESIGN INr WRO DESIGN INC. WRO DESIGN INC. _-� CONTACT JON RBIMANN P.E CANT ►� ! CONTA(~I% JACLIE FRANK CONTACT: ZEN PIN[OSKI ACT: C LS BERNHARDT CONTACT- TERRY L GOODMAN, PLS CONTACT: JEFF SIMPSON PIE . 999 LAZE DRIVE 118'20 NORTHUP WAY 10430 SW NIMBUS AVE. STZ RA 10430 SW NIlk.dUS AVE rM RA 10450 SW NIMBUS AVE. STP, RA 10456 SW NIMBUS AVE. STE. RA ISSAQUAH, WA 98027 BELLEVUE. WA 9,005 PORTLAND. OREGON 97223 PORTLAND, OREGON 97223 PORTLAND, OREGON 97223 PORTLAND, OREGON 97223 PHONE - (425) 3136280 PHONE - (425) 822.0444 PHONE - (303) 603.9933 PHONE - (303) 6013.9933 PHONE - (503) 603.9933 ?`HONE • (303) 613.9933 PAX - (425) 313.8105 PAX - (423) 8224129 PAX - (503) 6139944 PAX - (303) 6039944 PAX - (303) 6034" PAX - (503) 603-"64 EMAIL - JIPR9WRGD.COM EMAIL - CJB*WROD.COM EMAIL - TLGeWRODQCOM EMAIL - J[S*WRGDQCOM d a n7TIU7F7�m i `% .'1M •- 8! \� w, II 1 %% - M a % fi 1 I I_ INDEX OE DRAWINGS r\ , 11 \ Cl COVER SHEET U I—` \ -yL C2 EXISTING CONDITIONS C3 DEMOLITION PLAN FAIMAMM E)LITA q ' ��\ \,, C4 DIMENSION/ SIGNING AND STRIPING PLAN CS GRADING/ PAVING/ EROSION CONTROL PLAN a C6 SITE UTILITY PLAN 1la. d 4 W ` ` ` � � � C7 DETAILS ' IIIIII g rl. _ L1_1_� i l I_� b T , c,vU -- C8 DE . ILS Approved.......... ............... _ ' Condittonalty Apr - _ .I i For onlyw.ft Work , ` PERMIT NO. i��q^SOH • _ \ — i See Lettor to: . ....... f I Jcb A 61r03°:..T[aZw SLJ T w�sllst�N1 1 b4 e- -- __ - �� d4 ( �-1b4L_ r ----- DARTMOUTH--COAD MULE R C H I T C T 5 1 PROFESSIONAL SERVICE CORPORATION r 11820 Northup War, Suite E-300 4 Bellevue, WA 98005 www,ftivonn .corn .: Tel: 425.822.0444 Fax- 425.824129 " I IIIIII REVISIONS: _ R SITE MAP DATE 1 21.3100 o a e , p N , N 4 �; SCALE.' N. T.S 1. CHANGES MADE TO ADD AOA ACCESS FROM BACK OF THE BUILDING 10459 SW Nimbus Ave, Portland, ONeW 9722.3 TO DARTMOUTH ROAD, INCLUDING ALTERATIONS AND ADDITION OF 105 50,3!00.3-9933 FAX: 503 1603-1111114A .rE } APPLICABLE SPING, RAMPS, TH RMOP AST1C AND DETECTION PLMWM0 tf aL*01OW1PQ MpfRC(tt aSUW- M , STRIPES — PER CITY OF TIGARD REVIEW. r. 0 \ _FC DATE 8/6 99 DESIGNED I C. NEGELSPACH HOLESLL— T — ENGINEER J RE►A4ANN SCALE: N. T.S 0,_— ' CHECKED 1 I G A R D , O R E G O N COVER. �. •.ti . thy... AUGUST 6 , 1999 7880 SW Dartmouth Str. _ _—_ _ _ _— — tfr,. .•... - - SIT 1999-00088 S of 18 T r o,'a• V t i IIIII IIII 1111jm 1111ii111 III111 IIyI �11llll' LEGIBILITY STRIP n 1 23 4 7 10 n'iilliil`•l1'I 2 1i�3ini1t�4„ IBit I1r�7tn�llll�lllllllll�lllllllSlzlell”lllll'l'21 2 23 `V<4 25 I II2'6 27 II�II2' B 29 30 Lll I I of M�LW.4i4J.10Z r . :a _._rf-Q--e�E u� • _ swrARr moms slum EIM JIOTEE 5_ \' \\♦ O SAWARY SERER 1 S10p11 TRENCH OitAM 1 STcs TRAP / SEP4i2N t>.�i ti Elm Irl E:Ev + 114173 IEI HEY - 1EtS.70 ISTZ7 E r PUC s . 19413 E M w r 1E7K PPE - Wit STUtif1 iR31Ch SAN E OUT C 4' WILT& PVE 16161 OMlmu REI "i - t0170 1� 4 cl__ CB ROftCLEV . %4129 l * - .�.}�M., `i `_ "" _ ? !_ `\ \\��\\� /1 SME E tTARY SER O STaft TtOWORM+ ORE r Pvl; r - to-" �•.J G EAVRW / AitA T Ki 6 EM RW EIEY - bb Irl 11122 Slcm Cb a �.. `I T J ; -r! • .• .�i dr .y 'S. _ N -. f'• S ♦ \ .;\\ •� • r ntV?Al FqK - 1&4 (` fRmZas E 11 1 S • . t�9i4 �r _ - - tT- !• _ ,_•.�+' j \\\` , \ E OUT E 1. 1tTK -PWE - 164 A4 RIM alv 164/C E r Pw 1' - ts1CM 'VVI ' s ` i - 1 y i t + \`� SAM AR/ E1ER i/1 E r P'UC 4 - ,s2 SS A ri. - ♦. a., 'E /r r !' * - •\ \.��` ` \\� \ '`/ RiI lJr.�- 55 5 REI ELEV - S S504 i S EE fu v - T.7.s♦ E.x - c-�• =y --�__ - _ _ _ tE' f w Si r cow - 2M 42 E r PW. 4 . 171LI4 2 E OL 'E r � X&33 nn E r PK - 163N ---9NFR EbSTiNG BUILDING WALL ,� - f � _ \� - SANTAP E� r. 0 Rld E vslow im- vW M 17 E r Pvc 01 - 1".23 REM - 22169 E r Pw_ 5 - 164 as N sw r i�w - 2Cr+33 18 5TdE1 a1TT ALL E c -v `s j \ E OuT iE 6• Wic - 2a to + ' ON x as O E r PW N - ,salty vSTNG &_qU)#4q SM9 TARY SEQER W E r Pw E - t n4 40 .9 STORW CX TV*A.- \ \ RY - 2n: S',*" ci E 3r caLc Lr - 1 10,:2 1 -COWACTdI : r. t E N Sf e' C�Or: 205 96 a W, ELFr *57 /' f%ft co E WTIErCX) . - 2caso ErP< k - 154-94 cJREIQXV - IN 36 ( f } � y.` L; SAMIAl" SEXIER W rq�51 1 Cd E r PVC • - 164 r+ j �' m r •'is! • +1« - ♦ ;' , t REI .'12!! CJ RY r t 46 8+ 21 STORM 1N j �---\ i i ' • +G +t7•• 1] ii ; l �\ 4 E N Slo r CaW - 20324 E C' PVC M - 16101 O No Elzv • 17q 33 E M,' E 6' COW - 232-9t � E N 4 24' CCW_ - 176.44 r _ _ r •. r _ ` 10 STCbI E N VC■ 15' P - `7&31 �• `' t •. 'I } �^ •" ` �--� SANTAP` SE11E)1 t•1 REI E1Fr - 16614 E OUT s !r COW - 17406 REI - ?CaQ E r PK: 5 - 10444 E W7 S'c !r PVC + 174.37 E M ■ 6' CO&C - 1973.`. 'j STORM CI STOW U Irl ELEV - ,1*10 22 ISIRt11 EaVw at>t E OU SE r x9r% �'O2 - 47-AX I } } +. ' - Erwe • . 164.43 EN r1rcow - 1/nto i �1. SANTAA( SEI" W �\ E N 11 r PK: - In 14 DC_._�� 1 f ( r � � t Y i + � �✓ REI - ML]6 - ,?,S^:.ill CM f / _ 1 �r 1 f •� __ •.' E r Pw- q&o,3 Rwl env - 106,4 E x,l s :4- ool�c - +ena PV �•` N �1 E r ttwt • a<tl c , N ✓ vER -• .r �.•.,,: •f'! "'p'��• �'r \ \'� E ''j T SE a PVC + 'qS9$ 1 1 REEPANG AT- Fj OST FAD t 44 1 ;_' i , - - e� E)MING CONCRETE MSTI%G 1 ►' CONTOUR T�RAN' J - + , • ',�, t� - / rte" \\ ,C - - - E)GS'NG S �' Cam' 'CMtOr t • f 4 : 4 _ •1 ''� - r - — -- - EilOSTING CURS i \ ■ E 1 i€ i ' f , - z-- - --�_ '` • '• ': E --- EzS"tiG S'R+�4G , sem_ ■�•- r z-_ _ EICSrhG NATER UME +yr, t.,., f'l/-- w _ - '�►- _,_r'�- «�4tij -- •. ; - —g— - EVSrNG WATER U%E ,--- -r - :✓' r - -�_ _ _ 1 J ! I - - t a- - E)05hG'� ST"�tlr JRMir �.E ,r1f - A.V* ^v - i T' \ 1 - —[ • -. f 1 i- "--� ,� - - r ► . • �4•♦ '4 , �.. '.� �- _ . • '�- I • �_- EXSTINV SAWARY SEWER JrC f •7 v /JJ I t -a. -1 fig` ► E)GSTrNG 00%CR uNE x _-- E)GS",&G FE% E .1NE ` �` - ` , ` 1 t --- /� i� • '.. / '� - e ,\ -� ti + _ . . 1 i EXISTMIG Bu�i.1 v _ - j _ / ..r'j�\ 1 _ �. A 1. -'r p •-�. ` p EX'STNr RVA004G *A:_ E)GSl*G ELECTRIC --ME �� +' ` /' t . P ♦ r;ti!'�i " 'i1� Jj� J; i _ VOSr-hr *An:R vALvf ' ' 3K E)CS'�lG a Ott A'4 T � - ` � �. � �� ' • . ` •�; ` '•� �. ,; ,��) 1 � o 0 o E)OS^NG BOL./:RDS 1 t .a' w x fr `,• a EXIVING TREE 1SLMr, E)OST14G ELUP'ICAL uTE , 4 /' 3. ; .� f 1 I :. E)GSTiNG BOX S*YLE LI.MNA E(DI.BLE) EX57ING -'7VX 5111.E Lt1WhMR£(SIi+GLE) • _ . ' ' ` / ' t EXSTING 9GN 1 "�'I �•� a - `�,� �` �` :,a► •..r. 1 i ■ E)OSTING -ANDo CAP P APK)4G SPAM E)QSTR+G DOvNr GI.Y I _ C r T 1 r w •r�:':' ,; \ "r ! Q E)0STWG MANHOLE ` `\ '�' _ ,• _ 4-,�. " f+ / 1 m EIQSTWG .AJhC'?dr BOX t,, `;r'• ; I 1 r o EXST14G CLEAN OUT P� • �� ` 1 1 / •j'j»- Y f v �~ •; ►t ywEX)STIN'j 00404 DOLL - _ 4 EJOSIkv VkL BOX I � 1 Y`i�' � � i_ ,• r `�� •,--\ -�`` f, �• 1 111♦♦♦ / T AOU H ROA 0 _ T_0� / III + - - - -- - - - ---- - -- _ - - - - - -*w / f - °"°°a GpAPNIC _5CAcr' TIGARD, OREGON ,` � _ _. IN Ftp Tim ch 40 ft. % r--- SENCHMAW: mu�� WA941N"TON ccv:tor, sfDki mmApx %+0. 402 9V4C M` ELEvA^ON - ?19.bS �T_E (NV ,CO '??9 DA11111). T'rr BENCHMAW IS A BRASS L'?rSX ON THE DACTFIC w'WAY (99*1 T r OVErROASS CvER HLwAI' 211• LN THE -_UPB AT THE SE I-,0PNER OF "►+E STRUCTURE PROFE39(>kk SERSta CJia•'N%/1"10k f FiP''me_ NA '` /m11Ki�vcw�m�.cgm Td: 4,-5-0-1220"4 folc.425,�Z4129 r ,K ♦ 11.�+t t 'c� E 144W Sf Mrq6� Ara, Parlb-A Ck*W 67M i IN 9031W3-..a3 FAX !ESI tl p' /'-�. �"� L r_ � t -_-- G « .3 �• RAtIR16.t610t��L/tttRf�lrt�� , L 0 20' 40' r OES?p1ED C. irEC£I.St'ACH `~ R A E1dNMN � 'i rt+EClcEly 1 •-- SCALE: 1 _ 4iJ"-�0„ EXISTING COND s ..... ..... AUGUST 6, 1999 4 ° .. iai-..+�rrw.• -I f..:SA�r� r _ ...y.,-.ate.-.«..,.-...__..... ...._..____-_...__.., ..._.-._....._...«.»,.... .. LEGIBILITY STR'P CDLum- -mill, hilli'lill-1-1. 11 J . VIM= WOO . MT m.- f 12 12 5 L._ r i t 3 \ �h- - � v ` • I V \ I I �K Ti AND 1 \\ DELINEATION o 1 & 2` Q LINE \ `\ �/ - T 1 _ � 7 1 3 t ' , J PROPOSED SAWCUT • '^ / / / / / / �� ——,———r PROPOSED EXTRUDED CURB 11 PROPOSED STANDARD CURB EXIT PROPOSED STRIPPING ' +- t---i-- PROPOSED STEEL BOLLARD � ENTRANCE �,� 4 --- \ O PROPOSED BUILDING ADDITION 1 Hlr=1 ._ -i-.�_ �_• ; }.. a \.a ■ PRCPOSED CATCH BASIN mid I". ` •- v--- �'-• `�- '�� '-�' 'EN7RANCG � \ PROPOSED STORM LATERAL �i .• '• -CANOPY, . 1 , i IL'� ■ b,77;• ■ + + a y•:i i;_ i .16 i i i "�.4- •.-"'y� \I i�`� �� ! �__�'__�� PROPOSED AC PAVEMENT ..tom i 14 �— X -- PROPOSED EROSION CONTROL FENCE 1co \� 13 �� 2 t y _J' 1 0 FILTER BAG INLET PROTECTION ( �_Of \ 1 14 I 175— PROPOSED 1 FT CONTOUR 175— PROPOSED 5 FT CONTOUR Y ( PROPOSED CONCRETE R s 1 , o. op - a GRAPHIC SCALE TIGARD, OREGON ro aro o .o ( IN FEET) f inch = 40 fl. DE_MOUTION NOTES mu Lv l n A R � H I T C T S 10 REMOVE EXISTING LIGHT AND BOLE AND RELOCATE � SAMUT FOR NEW STORM DRAIN LINE. SEE SITE AS SHOWN ON SITE UTILITY PLAN (SHEET C6). UTIIJTY PLAN (SHEET C6) O2 REMOVE EXISTING SIGNAGE. RELOCATED AS SHOWN 10 SAWCUT AC AND REMOVE SECTION FOR NEW STORM PROFESSIONAL- SERVICE CORPORATION ON SITE DIMENSION PLAN (SHEET C4), DRAIN CATCH BASIN. 11820 Norihup Way� Suite E--300 O REMOVE EXISTING BOLLARDS, PATCH AC TO MATCH 11 REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION WA 98005 Bellevue, www.mulvanny.com EXISTING. SEE PAVING PLAN FOR SECTION DETAIL HEADS. SAWCUT EXISTING AC 0.5' FROM EXISTING (SHEET C5) AND BOLLARD RELOCATION (SHEET C4). CURB S'DGE. SEE PAVING PLAN (SHEET C5). Td: 425.822.0444 Fac 425.614129 IRRIGATION SPRINKLER HEADS, IRF.IGATION VALVES AND 44 REMOVE EXISTING CONCRETE SIDEWALK, SAWCUT AC ANY OTHER IRRIGATION ACCESSORIES LOCATED IN 'I.7 0.5' FROM EXISTING EDGE CW CURB. SEE PAVING AREAS TO BL DEMOUSHED WALL BE SALVAGED FOR PLAN FOR AC REPAIR (SHEET C5). FUTVRE LISE (IF POSSIBLE). LANDSCAPE CONTRACTOR ,4�•. " " 4. 11+� * e s l <a N 1 ►� a SHALL INCORPORATE THESE ITEMS INTO NEW DESIGN � REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION AS INDICATED ON SHEETS L2.0 AND L2.1. IF COST OF M HEADS, SEE LANDSCAPE ARCHITECTURAL PLANS. SALVAGING EXISTING IRRIGATION ITEMS IS HIGHER THAN 10460 SW Nkr+us Ave., Por"WA 01"On 07W INSTALLJNG NEW IRRIGATION COMPONENTS, LANDSCAPE 0 5MIS03-9933 FA16 owIsw-M 4 O6 REMOVE 16.9 LF OF EXISTING DOMESTIC AND FIRE CONTRACTOR WILL COMPLETE IRRIGAITnN SCOPE OF WATER UNE. WORK AT rHE LOWEST COST TO THE OWNER. RELOCATE EXISTING MAILBOX PER POST OFFlCC 12 EXISTING FIRE HYDRANT TO BE RELOCATED, SEL' SITE DIRECTION. OREMOVE CURBING FOR REPLACEMENT. UTILJTY PLAN (SHEET C6). E p,•� /'�1`• • 13 SLIDE AREA TO BE EXCAVATE AN REPLACED.Q 0 D E U10ED. SEE •_____ S 0 20 40 s0 GRADING PLAN (SHEET C5). DATE ' 1I G A (� � �� G 0 ►•, I 14 REPLACEMENT.SAWCUT AND REMOVE CURBING AND SIDEWALK FOR �G� J.� PACH - f I , � 1..7 ,�J i V � REPLACEiAENT. CHECKED I SCALE: 1 "= 4(Y--4" DEMOLITION PLAN MIN AUGUST 6, 1999 " eSo SW osmnoulh SN -- SIT Ines•000ee .��.•—.yrs 11 of Is . � l � 6 ,rte '•"*,�1 ,j'"' LEGIBILITY STRIP Tu 2 3 a S d e 0 10 1 12 13 a e g 20 z �2 z� 14 25 2e ce C, CD W 1E,1 I 1 . 1 OI ' G q pbNl W tl u�ltlaW�IJIIIillkl JWr�i�:�4i�1+�1rL l�luwJ 08 .,.�... moi. I r�r t i 10.5' 20.1' �--� I I 210' - `3(J o- --I 30.4' E-- R 2.0 !L71 2. 171.p ------- ._ �. 99' 8.8' --•I R2'0' '� R2.0 f..rL 2 TYR CD --- - - --- - -- 18.3' Q. \ \ TYP_ J- - ---- 20.0' �'� -•�- �. -- f 9.0' TYP 3.0' 3.0' 19.0' TYP. t U2 8.9' TYP. I 5 c 19.0' TYP. 8.9' TYP. TYP. --- -- _� 9.0' T --- n o �I 8.9' TYP. / ,6 I -INE TL AND o- _ STANDARD AND DIC SIGN DELINEATION n / LINE 26.0 ,a - - -1� TYP i Ju i el 6 YP. ~�-EXISTING CURB STOPS \ I 4' STRIPES O 2' 0 C. AT 30r PAINT STD SYMBOL -- _ �98'� ® � TYPICAL HANDICAP PARKING STALL o- + \ �� SCALE: NTS 9. TYP. � --- -- -- I � � - ---� ••+tom o 9.U* TYP. j t EXIT b ( I 11 1 9.8� TYP. -� \ t , I 1 ENTRANCE • �, �� 4" STRIPES O 2' O.C. [q I 1 2O 8' O.C.(TYP.) -CART RETURN SIGNS AT 3pr o- !' 10.0' TYP. HC �'a SEE DETAIL AT LEFT. i �--_4 10.0' TYP. HC 19.0' TYP. . , .. N n r b .� I I r CRONN TOPS - s, �! 1. J �"' I T - - I �� 8' O.C.(TYP.) TYP. REPLACE SOLF OF CU L tL i IL ATER COMPLEATION OF !oJ o F- 10.0' S.0' SLOPE STABUZATION. o J 10D� - -"ILLLL-' --1p 4 2 w 1.5' WADE TYP. 7 • 6' DIA X 6'-6' '� �,_ - ADA PEDESTRIAN ROUTE R 0 -- 2 t 1• '''P QE FILILED WITHZED S \ I r -�- _ ) Q C �_ e c i - A R W(TYP.) o- 4 5,0' -j 2 - `I: ti CONCRETE P-6 ! 2 ) ---- b - - - b T b b C _ - _) =�_ 7 i� `:' _ L 5.0' I STEEL BOLLARDS TYP. b Q b 4 C- - _. L_. _ _ 1 SEE DETAIL AT LEFT. NSTALL EXISTING CORRAL / CONCRETE PAVING _� 24.7' - -__� r_ 1 --- -_ �_ - b 4 b 4 I CHAIN TO NEW BOLLARDS /0", -.-• �` 16.5' -' -'-- --- __ +--_-, I�-�►- ,6.5' CART CORRAL AREA ., -' - - - �, --; F--- SCALE: NTS u `` o G I I O - 1 1 o t o 1 0 '`------ 12" DIAMETER CONCRETE _ R5.0' 1 Ail..�� FILLED HOLES �\ - - - - - - 2 - - 1 -_...I -- 3 i - `- 3 -- 1 _ 2 1 ,o.0'81 __ ---- - --- _ SCALE: N.L S. r 1 1 I SIZE ONE SIC N --1 0= 1 V 4 + b 4 A AND SHAPE OF - ` 2 5.0' N I SIGNS VARIABLE 1, 9.0' TYP. _ R2.5' R2.5' I 9.0' TY. `6 - ) b - -- -- -- -- -_� L`--_ 18 0' TYP. MIN. S/8" 4. 8' - 18.0' 1 ( �' _ - _.. - _- 9.0' TYPE NOTE. 1 I I _ - -- -- - I � . � / 20,0' TYP. ALL PIPE POSTS SHALL I • D It�re� " 1 �, - - - ► 24 9.0' TYP. C_ 20.0 10.0' --I l- b 4 ( 5 1 ' BE CAPPED AS � / APPROVED BY THE +I � � OA1�TA 6 9.0' TYP. --I -_ ENGINEER. e• , 1� , .--:=-----1 --_�.- - I 9.0' TYP. 3" MIN- �� USE EXISTING SIt;N MANUAL ON UNIFORM TRAFFIC ;.� CONTROL DE`ACE 0 R1-1 - ! y ~ �' 1�M � �� 20.0' TYP. CURB"- USE EXIST,NG S,'Gm ARTM U ROAD I LEGEND: WHITE (REFLECTIVE) BACKGROUND: RED (REFLECTIVE) LAW ' GRAPHIC SCALE* SCALE: N.T.S. 18'-24' NIDE PAINTED WHITE STRIPES GENERAL NOTIES _ `��` - " TI G A R D OFA ON r 91 �o av ►a o �o ORECON �1 RELOCATE EXISTING SIGNAGE AS SHOWN. CONTRACTOR TO -�' ( IN F££T 3' WIDE WHITE PAVEMENT REUSE_ EXISTING SIGNS AND PROVIDE NEW POSTS AS NECESSARY /�p� 1 inch s 40 ft. STRIPE 12" DIMENSKM TABLE - - - - - - - - _ '� � -� p PROVIDE NEW STRIPPING AND PARKING STALL LABELING AS °D e'mm. 10'MAx. 14- SEE NOTE SHOWN. SEE DETAIL AT LEFT. STANDARD CURB alt�� -4 INSTALL NEW BOLLARDS SEE TYPICAL STEEL BOLLARD DETAIL AT �y R5.0' 1-30.0'--1 R5.0' R5.0 [--30.0'--1 R�•0' mu LEFT. r, 0 4.0' -� 4.0' $ -}- �g 7. , ---� A R C H I T C T S SPACE TWO 12' WHITE LINES L NEW HANDICAP MARKINGS (TYPICAL). 90.0r7T4 100' AS SHOWN ON PLANS. CROSSWALK SHALL R5.0' 1--30,0'--j R3.0' -� x'32.5' I ---1 24.0' F-- �• Tvsr•�PANQ BALL BE THERMOPLASTIC PAVEMENT MARKING NEW SIDEWALK RAMP, SEE RAMP DETAIL (SHEET C8). R2 0' - R5.0' R5.0' TYP L1Lor MATERIAL. 20.0' , PROFESSIONAL SERVICE CORPORATION 4NQ -D Al �] P�70VIDE NEW PAINTED ARROWS, SEE DETAIL AT LEFT (TYPICAL). T Tom'• 20.0' '-'-'��-- NOTC: ALL THERMOPLASTIC PAVEMENT MARKING It 40.4' �- 31 g' R5.0' R2.0' 11820 NOrthu Wil Suite E-300 SCALE: NTS MATERIAL SHALL BE INSTALLED AS PER 7 PRO 4DE NEW THERMOPLASTIC STRIP AT ADA CROSSINGS, SEE Q © R5.0' 33.0' TYP. R 1.3' ® f'- 1.4' Bellevue, 9800 www.mulvonny.eom SECTION 00850 OF THE ODOT STANDARD DETAIL AT LEFT (TYPICAL). 1U 0' -1 > r l*.. TYPICAL PApCNVQD�B Tel: 425.822.0444 Fox: 425.822..4129 SPECIFICATIONS FOR HWY. CONSTUCTION. R2.0 - 8 PROVIDE NEW STRIP AT CROSSINGS, SEE CROSSWALK DETAIL AT 15 5.0. S 1' 10 7.� CF'10WW" AT ADA LEFT (TYPICAL). R5.0' I _ R SCALE: N.T.S. � F-- 11.84.0' RS.Q' \�0 R -QftQFtO R4.0' R4.0' /i,�,1 •-p o e8 l o N 1 N c SCALE: N.T.S. NQTES: R2.0' 14.5' �---� 14.5' NOTE: 10' NIDE AT BUILDING ENTRANCE I. PLACE ARROWS IN r•r- Q R2.0' © R4.0' �-- - R4.0' R2.0' , 32.0 -� 10,11i SW Nknbw Ave.. Pffila k CW- Y 97223 5' NIDE AT NORTH CONNECTION CENTER OF TRAFTIC 36 0' R2.0 *W31003-"33 Iw3-Yo4A LANES. SEE ABO"E Iv �--� I E 2. PAINT ARROWS AND n. ra 7 . ?s� y Kw .ew�.u�,�,� 11Rnt STOP SIGN WITI I j ,,�; R2.0' 15.0' "'� R5.0' lhy P � "tar _ WHITE BEADED m } 'r'�`! `� 2.a' 12.5' ""1 f""� r 12.5' l REFLECTIVE PAINT. � "S►r� ,i�: r, 8 �•,f � R5.0 �-• M1. / T C W I - -- 3 PAINT TM COATS 74.2 Q 10.0 +-�- `L © 0 20' ,.' r IL MINIMUM. L �` r'':`��, 18.T F-'-30' i R4.0'0 R4.0' DATE I $/699+ y 4. PAINT STOP BAR 15 + 4.9' V--28.7' R10.0 DESIGNED C. NEGELSPACH T I G A R D , O R E G 0 N 12"W X 8'L AT „ EACH STOP. SEE 1--- R5. x-32.6'x`"32.5' R2.0' R3.0 ENGINEER J REMANN c ` ABOVE. NOTE: CHECKFD SCALE: 40 - ABOVE. 1 mal DI\t ALL DIMENSIONS TYPICAL EXCEPT WAMERE NOTED. r, SCALE: N.I.S. DIMENSION PLA t 1 a AUGUST 6 19 219 � 7660 SW o.rtmouth 9tr •�� •••+�r�+•�• --- � SIT 1990 000611 i rrr�rr.rlr�.�.�.r.rw�..��► �i•�I�rr�•.11 12 of 16 M1 ' i♦ .S9YWa..4.fA.1M,Y �,•,,,,e Cm II � 'III Iln jl,li. �I , ��,,I�IIIiIIIIII111111111�111111111�IlU�ll UIIlII�I�IIIIIII�IIII�IIII�IIII1IIIiiinl1ll�l�lllill I' "� iil�illllrl„I LEGIBILTTI STRIP o i 2 3 d �i b 10 I I 12 13 14 I IB 17 Ib IA O �i 22 23 24 25 26 z 2r 2g 3'p 0mm. �� a l I I 01waiwA 1�1 i1� .J�I�LI 1tj111111L�11Lr l�l�J.�l a t NONI t oa ..��tLJ.l�ll.��l�llllltl � I I J. 5 :. I �f. y1�i. WNW- y ^J DAN LFRt l y� CATCH BASIN GRATE PAVING o 1� I ( I I I X I .r I ! iI I I I I !I! ' !I! E 1111 I r► . - _,` � ,' �\��` ` \ 6` t RADIUS 1 /8 SLOPE O FRONT 2 MiloCURB EXPOSURE- 1/2" RADIUSFIR G I N Q , ATCH 0 I I \ :m SRpYOW Q ••'. ` 2 1 V \ \ " � BALER EXISTING BUILDING WALL 'G`1 CATCH BASIN AC PAVEMENT 7:9 �I '•�\ o � � ��, � �. • • NEW BUILDING ADDITION / FILTER •' 6 S. BAG WSTANDARD FIL l BASE COURSE ALL NG BUItDlNC� ! i I ; \ , -ER BAG DETAIL 8 3/4 COMPACTOR � , ,� \ � - I I ,, \�,• NOTES .>m; 1. THIS FILTER TYPE 51iALl. ONLY BE I. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. USED IN CATCH BASINS ON EXISTING STREETS. 2. EXPANSION JOINTS. II I \ 2. THE CONTRACTOR SHALL INSPECT A. TO BE PROVIDED: L 1 V THE FILTER WEEKLY AND DAILY 1 AT EACH POINT OF TANGENCY OF THE CURB. \ , 2 AT TACH COLD JOINT. DURING PERIODS OF FREQUENT RAIN I + 4 AT EACH END OF DRIVEWAYS. I 3 AT EACH SIDE OF INLET STRUCTURES. I 3. FIL i ER SHAD_ BE CLEANED IN A ° 1'' ((I • \ 1 1 /' \ �\ MANNER WHICH ENSURES THAT ALL 5 AT LOCATIONS NECESSARY TO LJMIT SPACING TO 45 FEET. WE TL ANO X11 1 I --- - �_ �. . / / / / / 11� I ! \ ,, SEDIMENT REMAINS ON SITE. B IN HATH RA THICKNESSOF PRE-Ma ASPHALT IMPREGNATED. NON EXTRUDING, D JLINEATION 1, 11,1 i. ,1 a I `� �I !� \ \ 4. THE FILTER SHALL BE REPLACED OR E 1t ' 1 \ ' r 3. CONTRACTION JOINTS. 1 ..K �\ \\' \ HALF FU WHEN THE BAG BECOMES A SPACING TO BE NOT MciF;E THAN 15 FEET. ` ` 1 o \ \\ \ � FULL. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1 TRANSFORMER -T ' j \ /2 � -- 1 1, ', , I \ �� \ � � `• ' \ , � \\ \;� � 5. FILTER SHAH, 9E TOSS ENVIROMENTAI. HEIL V SER`✓ICES "STREAMGUARD TYPE II--S 4. BASE ROCK TO BE 2"-0`�\\ OR 3/4 -0 COMPACTED TO 95% Of AASHTO \ \,\\ "9 CBF" OR EQUIVALENT. T-99 AND SHALL. BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DEPIM, RECEIVING \ \ , \ \ 1 ^ GREATER. `' WHICHEVER IS !� \ `� FILTER A13 �_ AIi.YY I 1 6WA I^ SCALE. N.T.S. SCA 1 . DIA � I. \ •. � !� ' � \\\ \ �� TOP OF CURB 6' it IPUMUM MONO r�OADIN I ,►, y GO K 1 1 / / :� / I I 1 % \ �\' \ 0.5' ABOVE TEXTURE RAMP I1 �l �,► -FLUSH WITH SEE DETAIL AT , \ w , r \ \ AC GRADE GRADE AT AC RIGHT �-/ I � \ �' �• �i �. \ / ! IJ \\\\.� \ �� • ► . V FLUSH NTH GRADE AT AC it EXIT I 11 �1 1 `` • . ENTRANC • F �-` _�-\� _ \ \/` \ \`\\�\ " • Y TOP OF CURB 1 E I r \ \ \\ \` 0.5' ABOVE .-}.. 1% VARIES 14 \ �` \11, •�' �► _a ��. -�_ NIV i ``�\V \`\\'\`'11,�`�1 1 ;1`11I,1�.. '` ��\\ I I I I •`:�\;\:��I��Sa� � �Ito �� ! � I �:.�7•1 I'• �' • �' _.•_••`�. - + ��_c:e r !/'I ' -4-��. !/ ��, - \\`\ �h• EXISTING/ NEW A -CANOPY, CONCRETE ENTRANCE 0, . SIDEWALKC VARIES N ' 12 /\ � DIAMOND TEXTURE `\ 13 \ �, \ I SCALE: N.T.S.RAMP DETAIL RAMP DET IL �� ( I , • �� I�y� I .v le �. W 1X=M 14 I 1 Smm ." fir 30mrTi-- U SLOPE 1/4" PER FOOT � � -" ''�. '� I } •� \ ��- � `�• I \ � \ �} ( ) 0O0 EXISTING CURB S. _ \ \ \ 1 ,/� \I 1 \ /� ,� I I - / EXISTING \ .� ` \ \ \ 1 \ 'M - �� \� ( ti '/ I \ 1 // \O ` , �11 'Li CONCRETE 4 . I 'll SIDEWALK AT -- _, o \ 1 ENTRANCE NOTE: i.:/.,i`Yi�i/�; 1• 1' �\ \ �, , i /! �. f f 'j I' . FLUSH WITH GRADE AT AC RAMP TEXTURE SHALT_ BE DONE WITH AN EXPANDED METAL_ ORATE, \ ! 1 PLASTIC SNOW FENCING, OR OTHER APPROVED MATERIAL, BY PLAONG-. / I PORTLAND CEMENT CONCrtETE � ` 1 `' � ,/ T / '-. � , -,' _. , , ` `- I 5 8 'r \ X f 1 MID ,^,EMOVING L i FROM WET CONCRETE AS REQUIRED TO LEAVE A' CLEJW GRANULAR LEVEUNC COURSE � � � 180 \, � _ � � \ �, l \ \ ` / �11' .I,�,. r \ I \' J DIAMOND FATTERN AS SHOWN (OOOT Rill THE LONG AXIS OF ' -_- COMPACTED SUBGRADE \ \ --LL / o Q\ .�1 I O V , \�a % - \� 11 - THE DIAMOND PATTERN MAY BE PERPENDICULAR OR PARALLEL TO THE I � , v � 1 � I CURB. GR " , ,\ 1 �.- � I � ! d /, , � �\ � % ._ I � r 1 � DOVE DEPTH IS APPROX. 0.01 (.,MM). ALL TOOLE'p JOINTS DEWALK SECTION A - A \ ` , - I ,,I�I I \` _ ; I 1 3• NEW CONCRETE SHALL THEN BE FINISHED u'iN A SM00}}I FINISH (SHINER'S EDGE). �II'I .' `, � i' 1� SECTION WITH Yom ',+II!�I DIAMOND PATTERN SIDEWALK RAMP DETAI_S SHALL COMPLY VN 1N ORS 447.310. SIDEWALK j l JL• \� - L� SEE DETAIL AT RAMPS do TEXTURE SHALL COMPLY WITH ODOT STANDARD DRAWING '�'�\ 17 _ 3 / , �� ' j �. �/ \ _ ' RIGHT RD725 AND 2077C. _ S �, / r 1 SCALE: NTS �I;" f� 'I V 1 WHERE THE PLANTING STRIP IS MORE THAN 6 FT. WIDE, THE RAMP _ - __ I jll II. ' J' GRAD WITH SHALL BE RAISED AS REQUIRED TO MATCH IN WITH THE EXISTING " 1 � I I I 1 ' GRADE AT AC SIDEWALK. Y 1 II ` E LK. ONL THE RAMP SHAH BE TEXTURED. ' F�ORTLAND CEMENT �UNCRETE - • GRANUL,'1R LEVEUNG COURSE 1 __ ' = -_-� _--- / I (� 1y ! ` I , ENTRANCE DETECTKA SRP SIDE4NAL.KSURFACING DETAIL _ --- - -= - ` ��_- ; 1 l - - 1.�_ -�-- �-.- �-.-- r---.�-�---`___ ---- � � � _ .._ \ 1 SCALE: N.T.S. !moi- /��/ /� ` � � \�`. ,/��.y _ ��• � �`� ,``�`` '\`\ I � ,'l � \ �\i r� $AOUTH -ROAD NOTE: 1. EXPANSION JOINT EVERY 30' AND AT EACH SIDE OF DRIVEWAYS. -� . j ' 2, CONTRACTION ,!DINT EVERY 15'. 3• 6 _� �- ' _ R=1�� _ 3. THE SURFACE f-INISE+ SHALL BE BY CROSS GROOMING. NQTF -� +- _ ,_- r 6" CONCRETE CURB GRAPHIC SCALE > I G A R D, u R l L U N . LASS CON 1.5Or rLASS "B" AC - -- -- 4. CONCRETE SHALT_ HAVE MINIMUM COMPRESSION STRENGTH OF E1� NEW AC: SECTION 15` OF C " " " - 10 RELOCATE HYDRANT 2.0' BEHIND CURB. •• , a r o *0 ,5,000 psi AFTER 28 DAYS. ON 2 OF 3/4` - 0 CRUSHED AGGREGATE Old 8" C- 1 1/ - 0 � �--� ( CRUSHED AGGREGATE, ON COMPACTED SUBGRADE. WE1 WEATHER 11 NEW 5.5' CONCRETE SIDEWALK PER DETAIL, •� ~. EPDXY- -$QBMIT TYPE PRIOR IN FEET/ TO PLACEMENT - '--� _ - 1NALK BECT I SECTION TO BE 12" TO 24" OF PIT RUN PFR ENGINEERS DIRECTION --AS�R)iLfiE C811CRETE. _ 8' WIl CURESCORE - I..9 SIDEWALK 6" WIDE CURB SCORE 1 inch = 40 ft. SCALE- N.T.S. SEE HEA'dl' DUTY PAVEMENT DETAIL AT RIGHT, TTP.), 1L1 NEW SIDEWALK RAMP. SEE RAMP DETAIL (TYPICAL) ' r NEW EXTRUDED CURB TYPICAL FOR ALL LOCATIONS. SEE DETAIL_ 13 NEW CONCRETE SIDEWALK NTH CONTINUOUS WARNING EXISTING ASPHALTIC CONCRETE AT RIGHT. GRIP. SEE DETECTION STRIP DETAIL. AGGREGATE BASE 1 MU �� * �3 NEW MONOLITHIC CURB AND SIDEWALK, SEE DETAIL AT RIGHT. 14 RELOCATE SIGNS AT,JACENT TO EXISTING LOCATION 1• NOTCH EXISTING PAVEMENT -EXISTING CRUSHED ROCK BASE A R C H I T C T S 1. ALL NEW CURB AND AC TO MATCH EXISTING GRADE AT SAWCUT � ADD AC OVERLAY TO LIFT CORNER 2". FEATHER AC THICKNESS TO OUTSIDE OF NEW :iIDEWALK 111`4 Ion 4" WAUC BY 2" DEEP. LINE. PAVE TO NEW FOUNDATION STEM WALL. A MAXIMUM OF 1" SAWCUT AND MATCH EXISTING GRADE. 00 SIE. WALL WILL BE VISIBLE_ FROM FINISH FLOOR AND 'IUP OF � MQNQLrm- 'w �( PROFESSIONALS� NEW AC. COORDINATE WITH ARCHITECT FOR ACCESSIBILITY LTJ NEW AC PAVING, MATCH EXISTING GRADE EXCEPT WHERE NOTED SCALE: N.T.S SERVICE CORPORAl10N REOUIREMEN TS AT DOORS. TOP OF AC ELEVATION AT STEM WAD_ ALONG NEW CURB. SEE c'1 ''TION DETAIL AT RIGHT. SCALE: N.T.S. _ IS 187.92'. 6 2" CLASS "C" ASPHALTIC CONCRETE ---------- -- (EAST TO WEST SECTION) 11920 North up Woy, Suite E-SQO NEW AE SECTION Y OF CLASS "C" ON B A 1 1/'" - O . 2" 3/4"-0' CFJSHED AGGREGATE Bellevue, WA 98005 www.mulyonny.com 2. EXCAVATE AND REMOVE EXISTING AC TO SECTION DEPTH AND CRUSHED AGGREGATE ON COMPACTED SUBGRADE. V1I=T WEATHER (LEVELING COURSE) Td: 425.92?.0444 Fax: 425.82?_.4129 PATCH PAVE ALI_IGATORING AND FAILED AC PATCHS TO MATCH SECTION TO BE 12" TO 24` OF PIT RUN PER ENGINEERS DIRECTION , 8" WIDE CURB SCORE EEIST1NG GRADE (SEE SECTION R RIGHT). CONTRACTOR TO (SEE LIGHT DUTY PAVEMENT DETAIL AT RIGHT, TYP. ALJ_ SECTIONS). B 1 1/'2"-0* CRUSHED AGGREGATE 1' VERIFY WITH ENG. PRIOR TO WORK. (BASE COURSE) 6" WADE CURB SCORE 4' SIDEWALK 3. SEAL COAT NEW AND EXISTING AC PRIOR TO RESTRIPPING PARKING REGRADE SLOP;. TO MATCH ADJACENT. --COMPACTED TED SUBGRADE OR FILLLANE NEW AGGREGATE BASE STALLS AND WALKS. Q NEW 3' WIDE CONCRETE SIDEWALK AND CURB. 4EE DETAIL FOR \��\��\�j/\�`/�\�'�� TO 95% DRY DENSITY -PARKING / c` p�HR D ! • 1 as N 4 P , 4• REMJVE AC SECTION TO NATIVE SOIL 1 FT. INSIDE NEW TREE AND STANDARD CURB AND SIDEWALK DETAIL. _ �� ( 1� _ EXISTING GRADE * ?s ---WET W ATHER SECTION 12" TO 24" PARKING ISLAND CURBING. BACKFILL EXCAVATION WITH CLEAN NEW STANDARD CURB. 0�1TY PAS. DEEP PTI RUN PER SOILS REPORT - NOTCH EXISTING PAVEMENT TOP SOIL SEE LANDSCAPE PLANS FOR SECTION DETAIL. 10400 sw e�hnbw Ave., vab�d, pl.�ie j7rL) 4` WIDE BY 2" DEEP ! Iscul�}--� rNc �fAa-•9944 5. PROTECT ALL CATCH BASINS WITH FILTER BAGS. SCALE: N.T.S. / EXISTING ASPHALTIC CONCRETE T - 1.5" CLASS "C" ASPHALTIC CONCRETE L ` -EXISTING CRUSHED RUCK BASE. c\�� IMAM-MWA e•umw.va="Ill Iwtuwvtrm �\ c c C) 1.5" CLASS "B" ASPHALTIC CONCRETE �� I ��- 2" 3/4"-0" CRUSHED AGGREGATE (�(JTML+ (� .K t Npl att ��/��/•� ' _ (LEVELING COURSE) SCALE: N.T.S. 0 !0' 'fid! 8' 1 1/2`-0" CRUSHED AGGREGATE A n ' (BASE COURSE) (NORTH TO SOUTH SECTION) DATE 1 Vil 99 5 r fY / ( DESIGNEL I C. NE"GELSPACH /-� D O E_ V ,� N �-COMPACTED SUBGRADE OR FILL EERNGINNt�MREIMMIN TO 95% DRY DENSITY EEED 1 J - -` S C A L F: 1 " 40 __0'' �FAVY DUTY PAVEIuE11R --WET WEATHER SECTION 12" TO 24" DEEP PIT RUN PER SOILS REPORT /1 SCALE: N.T.S. R A D 4 G , AND PAVING PLAN C5 AUGUST 6 1999 7880 SW Dartmouth 9tr r , Y f .4•l� , 1 - - �......+�...�.®-••.�- -�... SIT 19990008E ' d o1 1E Cm LEGIBILITY STR, 2 4 5 I �I"• �II I ILII I Omm.Icm ID °"'°• 12 13 14 IEE 17 18 19 20 21 i_ 23 24 25 _'C 27 2e 29 J,D f f 01Ll�lltllaill1.�.w�1�•1t�1t1•Lw�l�L1L1L1,li�1�1r,1�1U.,�l�l �L•1Lu1i1�1�1.1,69 CD lemormp4owmw - r' ' 1 --'�•�•,�._ O STORM TRETIf)1 OfWN STOPM Ce - - - �� _ 1 N EtD RIM ELEV - 103.73 13 am UEVV - 196.76 , i/ CONNECTION - 7 - 00 2 STo91A TRE?It�I DRAM E Ir PVC 5 - 104.13 r 9 •_ _ -- -- - _- Q O MIOOIF RMI ELEV - 103.70 STOW Ce �' I -♦ -4'>4----- 1-_ �_._� -- ORM ELEV - 1W 2f w y - - 6v S7END THENCE GRAM As r 6'1M - � --'----.-- e`w -�----�- \ ��- _ � S END RIM ELEV - 183.00 � 0' PVC w - 701 - STOW 1 •� -,-� -- _- 6y�---r - « _ ` O$III Ce ,64.00 's ROA ELEVV- 18194 � 1 I -s`w; ___ _--_4'w �` E 6' PVC N - 182.95 Purr w - 101.G4 , \ STORM „•.<, ELEVV - 185.04 t° MM E�_ 177.M E 0' PVC N - 183,41 IE e' PVC N - 170.14 STORM ce 17 sTonM OUTFALL i �� I I • O RHl ELEV - ,00.33 O IE e' PMC N - 169.23 IE e+ PVC S - 164.6L I I N , I -, / ` 7 STORM Ce 1° S�'PV�C NAU I I I \; I i I I I / �V O RHI ELEV - 11118,0111 1690 \ I I _ - _ lll�� ` IE e' PVC E . 1e4.40 19 IE 3�0 COW N- 170.92 STORM Ce RIM EIEV - 106.57 1 I IE O' PVC N - 164.94 RMI ELEVV - 164.33 I n I I ( \ OSTORM C8 ELEV - 160.64 S�PVC w - 164.76 I III I ` IE 8' PVC N - 185.01 21 RMI ELEV - 179.33 j ( I I IE IN N 24' CONC - 175.46 U I I G L I `` 0 10 S 111116.64 moi 84.68 fE OMNI w s C0lIC- 17418 I I , i lPVC E OUT SE e' Pvc - 174.37 O11 STQRf1 cs ><fOIW MH Mr ELEV - 186.10 Q WETLAND I I , J \ i i 4 ' IE 8' PVC N - 164.43 ROA ELEV - 180.78 DELINEATIOti � I �,_• �•� E IN W 1AI' CONC - 180.10 LINE I �1 \ I r I I 12 STORM CO E M N 0' PVC - 180.14 r I `¢ O RIM ElFv _ 166.,4 E OUT S 24. 03K . ,80,04 •e I I ' 1 I 1 1 (� IE 8' PVC w - 164.29 i I I I I I I 1 1 G G L � 0/ 11ILLLW 3 1 I at 2 1 EXIT A .r; �� \ ENTRANCE y'v 4 �� O O L of \ + C/ i + + t �\ O r Ara ,� i A► � �_ _�- -• A ---- w _-� / I 1 L._ �_--e'w--- ------le'¢_- e'w- 6'w_ _-per__-e•w-------- o"w ---1 20 - .� I - C - - - -� -6'w ---,----e'w- Irw c.:7 _ �I _ ------ -----.-- --- _ I --- --- I 1 \ 1 O , O ll 0 0 0 O d � oaoo -� � 000ao •, ♦ \ 1 f! 0 O O O O 4 \` I 4y, 0 0 0 0 0 I \ A 1a I �i a - --_ 16 ° 21 I - RIM 166.11' O G \ \ G 1 - -- - �" I.E. 182.11 15 IV ft- MOUTH ROA l wf GRAPHIC SCALE - -� TIGARD, OREGON x 1 0 `` = ( IN fur) GENERAL NOTES �- --� _ f- - -`-- 1 inch 40 lt. O RELOCATE EXISTING LIGHTING AS SHOWN. PROVIDE NEW POWER FOR LIGHTING TO BE DESI NED BY � OTHERS. A R C H I T � C T S O INSTALL NEW CATCH BASIN AND 6" STORM SEWER LATERAL. SET RIM TO NEW GRADE (SEE GRADING PROFESSIONAL SERVICE CORPORATION PLAN SHEET C5) CONTRACTOR TO FIELD VERIFY 11820 Northup Way, Suite E-500 EXISTiNC INtIERT ELEVATIONS. STORM LATERAL TO Bellevue, WA 98005 www.mul��onn5. ycom BE CONSTRUCTED O S - 0.02 MIN. SLOPE UNLESS Bel 425.82 A 98 Fox: 42lvann 412n INSTRUCTED BY ENGINEER. Tel: �3 RELOCATE FIRE HYDRANT AS SHOWN. SEE DETAIL (SHEET C7) FOR INSTALLATION. c�� o R O ��4�`7 ,'ted o e a l e N M Q . 4 INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN, Cq� INCLUDING 36 LF OF 6" D.I. AND ALL REOUIRED THRUST BLOCKS AND FlTTINGS. 10480 SW NYr4"m Aw., Part!orrd, OralOon 97223 ! 8031803-II933 rA14 503 IQO�1"W" CL) �DTCO VV -10 - ESAI-- E `� ..� •�r� ��,w'� .e wow.s+rsa�e•�allatrc Me�teo+s.aelwrow •n 4F1 e>t v.as �/�t/. _�- - -- 16, 0 20' 40' _80' �; R (` DATE , e/8�99 x. T A ' ` D , 0 R E G 0 N DESIGNED, C. NECELSPACH W ENG#+IEER I J REIAMNN + lr CHECKED womwBow- SCALE: 1 "= 40 .H��j: SITE UTILITIES AUGUST 6, 1999 � W" w w 7650 SIN Dartmouth Str SIT 1999-00066 -..4 � ..,_.«�...... . r► x. 14 of to 3 t Lc'GIBILITY STRIP • - 0- 2 ? a 5 a ? © 9 io � 12 13 is 18 17 le 19 20 21 22 23 24 25 26 27 28 29 30 LI 11 OI I 4 Ngo of I 1 I oa C Dz - .. .. �.,,•e��M,Mi�". _ :. .,.� »RwPw+,«.,wrr�.�.�.+-w+-neww«�,,.....,.. _rr.�r... �. ..,, r. . .. -: t►wlwrrw�.www.N..Mw.ww�wvr .�. SON CONTROL NOTES SEDIMENT FENCE NOTES= - CiE A APPROVAL OF TWS EROSION/SEDIMENTAIION CONTROL (ESC) PLM! DOES I. THE FILTER FABRIC SHALL. BE PURCHASED IN A CONTINUOUS NOTES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE ROLL OUT TO THE LENGTH OF TRE BARRIER TO AVOID USE OF OESa' (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE 1. ALL CONSTRUCTION SHALL, BE IN ACCORDANCE WITH ' CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) SPLICED TOGETHER ONLY T A SUPPORT POST, WITH A MINIMUM 6" CITY OF TIGARD ENGINEERING STANDARDS. ;. THE WPLEMENTATiON OF THESE ESC PLANS AND THE CONSTRUCTION, OVERLAP, AND BOTH Et SECURELI FASTENED TO THE POST OR . MAINTI]rANCE, REPLACEMENT, AND UPGRADING OF THESE ESC OVERLAP 2"x2" POST'S , ) ATTACH AS SHOWN ON DETAIL. 2. fxWTRAt'TOR SHALL VERIFY DEPTH AND LOCATION OF ALL . FACW''lES IS THE RESPONSOUTY OF THE APPLICANT/CONTRACTOR EXISTING :JTlU11E-S WITHIN THE PROJECT LIMITS PRIOR TO UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FnLLOW 'rHl BEGINNING CONSTRUCTION. VEGETATION/LANDSCAPING IS ESTABLISHED. CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND pROPERTY C. THE BEKINDAi21ES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND 3. CORNERS. pESTROr'E-D MONUMENTS SHALL BE ItEpLA;;FO BY THE BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING A MINIMUM OF 2'. CONTRACTOR OR AN APPROVED SURVEYOR. ' THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND T14E FLAGGED ; CLEARING OMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 4. THE CONTRACTOk, SUBCONTRK:TORS, AND EXCAVATORS MUST MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF 6'. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE COMPLY WITH Al.l PROVISIONS OF ORS D EXCAVATORS TTORSNM 757.5?1 J CONSTRUCTION. INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONG THE COMPLY NOTIFICATION OF ALL 04ORS 7. UNDERGROUND D. THE ESC FACILITIES SHOWN IJN THIS PLAN MUST BE CONSTRUCTED IN ENTIRE DISTURBED AREA. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE FACILITIES AT LEAST FORTY-EIGHT (48) BUSINESS DAY HOURS, COF:JUAN1H ALL CLEARING AND NG ACTIVITIES, AND IN ESS DAYS BEFORE SUCFI A A MANNER MANNEE R AS 1U INSURE THAT SEDIMENT AND SEDIMENT LADEN MANUFACTURED STITCHED LOOPS FOR 2'x2" POST INSTALLATION. BUT NOT MORE THAN TEN (10) BUSIN WATER DO NG ENTER TAEDRAINAGE SYSTEM, ROADWAYS, OR VIOLATE STITCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE BEGINNING WORK. ONE CALL NUMBER IS 246-6699. APPLICABLE WATER S'%NDARDS. SLOPED AREA. E. THE ESC FACILITIES S1401N ON THIS PLAN ARE THE MINIMUM 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE Ute^„-, �NR GENERAL NOTE s REQUIREMENTS FOR ANTICIPATED HESE SIT CONDITIONS. DURING THE SERVED THEIRHAS USEFUL PURPOSE, BUT NOT BEFORE THE SLOPE I. ALL STORM SEWER CONSTRUCTION AND MATERIAiS SHALL CONFORM TO THESE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAr SEDIMENT ALL SAND THE APPLICABLE REQUIREMENTS OF S CITY O FORM AND SEDIMENT-LADEN WATER DO NOT L£AvF THE SITE. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY PLAENGINEERING STANDARDS. TIGARD F. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND APPUCANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED 2. STATIONING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. THEIR CONTINUED FUNCTIONING. REPAIRS SHALL BE MADE IMMEDIATELY. G. 3. USE 1-1/2- CRUSHED ROCK BACKFILL ON ALL UNDERGROUND UTILITIES. BACKFILL MAJNTIuNED A MINIMUM THE ESC FACIU NI ON INACTIVE SITES SHALL BE INSPECTED ANDMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS OUTSIDE IMPROVED AREA CAN BE SUrTABLE NATIVE OR COMMON MATERIAL AS - TSI FOLLOWING A STORM EVENT SPECIFIED IN CITY OF TiGARO ENGINEERING STANDARDS. L-1i�' H. AT NO LIME SHALL MORE THAN ONE FOOT SI SEDIMENT BE ALLOWED 10 _ 4. THE CONTRACTOR SHALL AT ALL TiMES ABIDE BY APPLICABLE SAFETY RULES OF ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND „l O.S.H.A AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE. SHORING AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE A A - � CLEANING OPERATION MALL NOT FLUSH SEDIMENT LADEN WRiER INTO I TRENCH PROTECTION OF WORKMEN. THE DOWNSTREAM SYSTEM. 5. RIM ELEVAf1ONS OF MANHOLES AND CILV40 QTS WITHIN PAVEMENT ARE I. STABILIZED CONSTRUCTION RUC tNTRAN M SHALL BE INSTALLED AT THEL e x r ,O rs '/_' APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF rn' PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6' ABOVE THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE 1/•• FINISHED GRADE. THAT ALL PAVED AREAS ARE KEPT CLEAN FOR iNE DURATION OF iNE R 6. ALL STORM SEWER TESTING SHALL BE PERFORMED BY THE CONTRACTOR PROJECT, z ��, � �n, ma iLIr,M SECTION A-A PRESENCE A CITY INSPECTOR (PROVIDE 24 ►,,,�!� IRM, OR TI THE -_ �5 NOTICE PRIOR TO TESTING). NG SEPARATE PAYMENT SHALL BE INCLUDED FOR THIS WORK. TEST RESULTS r x . x y SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE W + 12' PROVIDED TO THE CiTY, BY THE ENGINEER, FOR APPROVAL. p TACK ALL EXPOSED MATERIAL PATCH AC TO GREATER OF 3' 6' - °: EXISTING AC 7 CONCRETE SEWER PIPE ASSTORM DRAIN TSSHOW�N ON O BE ADS rTHE 2PLANS. PLAN- OR EXISTING THICKNESS SAWCUT - ALL PIPE SHALL HAVE RUBBER GASKETS AND BE WATERTIGHT, 8. ADS N-12 TO BE MANDRILLED, AS PER LISA STANDARD. _o• \ 9. ALL STORM SEWER SERVICE LATERALS SHALL TERMINATE 6' BEYOND PROPERTY ' UNE UNLESS OTHERWISE PERMITTED BY THE BUILDING DIVISION. AND & -.--- SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE LLUE1 2" IN ACCORDANCE WiTH CITY OF TiGARD STANDARDS. o o 0 0� 00 0 O Opo p ?0 00 O O O ° O 0 0 00 X00 O \` AT I 7/r'aIN•CdlO•Atn 3/1'R 0 0 0 0 o O o o O O0 ° o o O r� ° O O °o O o 0 000 0 00 0 0 0 ° 0 0 � 0 0 ° WATER SYSTEM GENERAL NOTES 00 °0 0 ° �°oO�o o �0 8 00°00°0 0 0° O o 0 Qp °b ° O° '9* O O 1. ALL WATER SERVICES TO BE i' COPPER. �T43*4jr p a 0 0 0 0 O o ° On00 O O 2• ALL WATER UNES AND APPURTENANCES SHALL. BE INSTALLED IN ACCORDANCE �� \ b 2. 30" MIN. O°(p O 00 °°C ° Q IRO CIS 5D STANDARDS. ALL WATER UNE SHALL BE DUCTILE O C� ° ° I O O Op n 3/4' - 0 �• MECITANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALL BE OF A EXISTING 0 0 OD CRUSHED ROCK CUSS; AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. BASE ROCK 0 O CU )000 - -Iu �\ 2. - 00 O 0 O O O 4. ALL WATER UNE TRENCHES WITHIN THE PUBLIC RIGHT-OF-WAY TO BE APPROVED OU�"An e T 00 O O Cld O Op Op MIfT►1 SELECT 1-1/2- CRUSHED ROCK. \ cvaY room -0. O O 000 000 00Q 0 5 CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON S/1• x Y MT O O c W ALL NEWLY LAID WATER LINES PER CITY OF TiGARD STANDARDS IN THE PLAN '""��A°'oo SECTION B-B 10 `�°°O ° O O O O PRESENCE OF A CiTY INSPECTOR (PROVIDE 24 HOURS NOTICE). TEST RESULTS BEDDING 3/4' - 0' SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE NOTE' x�' CRUSHED ROCK PROVIDED TO THE CITY, BY THE ENGINEER, FOR APPROVAL. FRAME AND GRATE MATERIAL_ SHALL BE LN T BAR STEEL OR APPROVED EQUAL 6. ALL FITTINGS SHALL BE THRUST BLOCKED PER CiTY OF TiGARD DESIGN MANUAL_ ADDInONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPL1CA110NS. 7. ALL EXISTING PAVEMENT TO 8E REMOVED FOR THE INSTALLATION OF WATER LINES SHALL FIRST BE 'T' SAWCUT, 6" TO 12", PRIOR TO PAVEMENT REMOVAL. CJJflil� AND ♦ R�CpATCH 8. PRiOR TO BEiNG CONNECTED TO EXISTING WATERLINES AND BEiNG PLACED IN BASIN FRAM`G A VV GAATE SERVICE, THE WATER LINES AND SERVICES SHALL BE FLUSHED, STERILIZED, NOT TO SCALE ALL IN ACCORDANCE WiTH CiTY OF TiGARD STANDARDS. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR. T-CUT ASPHALT DETAIL E3� 9. CITY OF TIGARD ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 v f�LAN r OI 0 SCALE HOURS PRIOR TO ANY WATER LINE CONSTRUCTION. A am n0 A J "0• a NO. 3 e -•�oc��t 10. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER OF 36. OVER iNE WATER UNE. �� w,Ia 11. WATERLINE CONSTRUCTION UNDER EXISTING PAVEMENT SHALL BE SAWCUT AND EXISTING PAVEMENT SHALL BE REMOVED. SURFACE RESTORATION SHALL BE A MINIMUM OF 3' A.C. ON 8' AGGREGATE BASE OR EQUAL TO THE EXISTING r • SEE DRAWING THIS SHEET r-' '�r SECTION, WHICHEVER IS GREATER. + _ ;'OR FRAME AND GRATE Panr •A• 6 °` `� (TMP') SIDEWALK ADJACENT TO CURB STREET GENERAL NOTES i POINT 'B' r- RECESSED CURB INLETS TO BE INSTALLED � �---2.0'- i3 18" CAST IRON 910 1. STATIONING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. J VALVE BOX TOP � E3-- HOOK BAR PLAN 2. ADJUST ALL MANHOLES UDS AND VALVE BOXES TO FINISHED GRADE. DMI 18• BREAK FLANGE SIDEWALK S��-A=e M N F 3" MIN. 3. ALL U71UTIES SHALL BE INSTALLED UNDERGROUND. PLAN VIEW s" MAX' IN ACCORDANCE WITH DRAWING N0. 1408-ST CAM TM `"'°°' to 1 Tx' 4. STREET LIGHTING SHALL BE IN ACCORDANCE WITH THE CiTY APPROVED LAYOUT. 1. POINT "A' MUST BE A MINIMUM OF 6` HIGHER THAN POIHi 'e'. •' � . '• 5. UTILITY CONDUITS ARE TO BE ELECTRICAL. GRADE SCHEDULE 40 PVC Ac EXTENDED •• TO 6' PAST RIGHT-OF-WAY LINES WITH 36' OF COVER. 2. (2) 1'x2• WOOD STAKES PER BAG WALL BE REQUIRED FOR STAKING /4' DRAIN �� BAGS OR APPROVED EQUAL. +� �. e � �•�• �yy.' -CURB _ TAR PAPER (MOISTU 6. SAWCUT STRAIGHT MATCHUNES TO MEET EXISTING PAVEMENT WITH NEW BO-BAG DITCH CH TEC 1 ON 6" DUCTILE IRON PIPE PAVEMENT. NOIrrI�suarc '" � NOT TO SCALE :s•^�; =.', ,: A; PAVEMENT OF Of Of POAD IT ,W --II RESTRAIN ALL JOINTS W/ _1 7, USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURETS, AND DRNEWAYS PER "FIELD LOW OR EQUAL GAS!<ETS CITY OF TiGARD ENGINEERING STANDARDS 0 WEEP ;aHOLES 0 . _ ► Q. 8. THE REQUIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS 6" MEGALUG RETAINER SHALL NOT BE LESS THAN 95% MAXIMUM DENSITY AS DETERMINED BY ° FlL11iA FABRIC MATERIAL �� FABRIC USE STITCHED LOOPS • � - GLAND (EBI IRON) AASHTO T-99. 38' WIDE ROLLS MATERIAL OVER 2•x2' POSTS M : M i"��' CONCRETE PIER "w : COW. row► 1✓3 OF%Mgt#NA BLOCK 6" GATE VALVE 9. THE CRUSHED ROCK BASE FOR PAVING SHALL BE COMPACTED TO 957 OF MAXIMUM __ :' .'. : MSN FIG. x M.J. - DENSITY USING AASHTO T-180, T I G A R D, OREGON 14 • w ' 1,12' SIDEWALK WITH PLANTER 2.0' 10. THE DENSITY OF ASPHALT CONCRETE SHALL BE AT LEAST 91X OF RICE I e� s No. wt �+ .. .. M.J. x 6" PLG. TEE n STRIP AT CURB THEORETICAL MAXIMUM DENSITY AS DETERMINED IN CONFORMANCE WiTH aw OrrAx .v O AASHTO T-2D9 AS MODIFIED BY "SHO. 10 e: '� .' ':��:. •�:�.• • SIDEWALK :ONTROL PER CITY OF TIGARD, 3' MIN. 11• CONTRACTOR TO PROVIDE TPAFfI - ' d a } ;4 `; .: �B. MAX BREAK FLANGE WASHINGTON COUNTY, AND M.U.1 ). REQUIREMENTS. a" •-4 1 4• a' ' ' _s 1 ' '::. �_� HAWN � MU 12. OWNER TO PROVIDE ALL TESTING SULTS AS REQUIRED BY THE CITY OF' A R C H I T C T S 1 ,, 11GARD. FRONT VIEW SIDE VIEW SECTION A-A SECTION B-B i :.'•,•�, : + ` L: NOTE: ' ' +'►. o;'!.: 13. ACCESS TO EXISTING TRACTS OF NAND SHALL BE PROVIDED FOR AT ALL TIMES. ° NOTES: �.� HYDRANTS TO BE MODERN MUELLER CENTURION, A-442, OR APP'D EQUAL 6' MJ, 5 1 4' ANGLE BOTH ENCS OF FILTER FABRIC '{• '•' •• A-442,(OR / PROFESSIONAL SERVICE CORPORA TION MVO 3 PORT - TWO 2 1/2- PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: 14. EROSION CONTROL, DRAINAGE CONTROL AND DEBRIS CONTROL SHALL BE PROVIDED FENCE TO ASSURE SOIL IS TRAPPED CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 A. OIL RESERVOIR FOR AT ALL TiMES; AND SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF 11820 Northup �iay° Suite 1-300 8' OF 3/4' COMPACTED BASE MATERIAL B. BRONZE ACTUATION NUT CONSTRUCTION. UNSATISFACTORY PERFORMANCE IS CAUSE FOR TERMINATION OF Bellevue, WA 98005 www.mulvenny.com C. BRONZE SEAT RING ALL WORK AT THE SiTE UNTiL CORRECTION OCCURS SATISFACTORY TO THE CITY. Tel: 425.822.0444 Fax: 425.872.4129 -`�- MAxTMUM 1EPTH OF STANDARD CATCH BASIN TO BE 8' FROM TOP OF ORATE TO FLOW UHF_ SECTION B-B D. WEATHER SHIELD CAP PIPE E. SAFETY SLEEVE COUPLING POSTS AND TTA0� PRECAST CATCH BASIN: F. THREADED NOZZLES WiTH "0' RINGS � R ANfD ATTACH MINIMUM WALL THICKNESS TO BE S' G. NATIONAL STANDARD THREADS TOP MEW REINFORCEMENT TO BE REM MEETING ASTM A815 GRADE 60 OR WELDED WARE MEETING A 2. SAFETY CHAINS TO BE REMOVED. + M G . Q��y�� y.� 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED a e•� SEDIMENT FENCE BY DISTRICT FIRE MARSHALL. 44 064 GUTTER AND CURB CATCH BASIN 4• HYDRANT TO BE INSTALLED TRUE AND PLUMB. 10460 SW Nl--N Avr., P�{Ip- Qerpen 0)223 0 � �� 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. 1f 6D3Ieo3--9933 FAX- SIGs I�•ro44.4 NOT TO SCALE 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. C 0 C WHOLESALE 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED '�gV25 �■OIoel9AsxLNOWAR t�@ewlCflr9~41�BY ENGINEER.8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS.AwRT .. o�uaw No WAU 0 20' 4Q' 80' ti �..oa,ove111rexr •�, UM as N"■.e �,�, FIRE HYDRANT o, DATE I 8/6199 _ T I C' .A R D + E C� 0 N a,� T„ , ° mom T.» INSTALLa TION Cf 42 DESIGNED i C. NEGELSPACH e+pfr ro.eeiw M= ENGINEERJ RVU4NN CHECKED SCALE: 1Q - 0 :% • •�'`�;•, Zit V , GUST 6 1999 7ee0 SW Dartmouth 3tr.~ 1F• �. .., �,• .. a �• �� "..1..�. ...w.urw ! ' SIT 1999-00088 ' 15 of 16 -7710- LEGIBILITY 5TR10 �� u ++A, I 3 4 6 6 7 6 9 10 11 12 1 la inmm.i m 2 3 ! 16 17 IA 19 2i 21 � 22 23 24 25 26 27 2y 29 30 N CDLI II of I'I'll'�1 i NONI Ix IOL s' LLI1.1 I Nj,T C' k.. . gIIAF�.�waEM*+w++owlmwl !N!"... gMUMseAM.P«.w.M�....e....ne.,we .. .. ..sewn...•.•,,,,�..M..».w..,. �w..Mw.«.w....,.,.wU„nn.'�r..v...a,n...,,n.,�•w..,M.,r..wY •..�M...ar.e.•...M.-.•..... ..M I SEE LANDSCAPE PLAN FOR REQUIRED LANDSCAPE IN THIS AREA. / 6. FOR PAVEMENT SECTION 6' MIN. SEE PLANS EXISTING SURFACE GRADE 21 01 \/\/ ALL NONMEfALUC PIPE SHALL HAVE: AN ELECTRICALLY CONDUCTIVE TRACER WIRE -TOP OF CURB AT AC GRADE BA ABOVE PIPEIPE ZONE (18-GAUGE, INSULATED COPPER) FOR / Z "•'r •' LOCATING THE PIPE IN TH E FUTURE. 3/4'-U' CRUSHED ROCK BACKFILL \ a TOP OF CURB 0.5' ABOVE A%, GRACIE IN PAVED AREAS. GRANULAR BACKFILL OR ` ^ ' APPROVED NATIVE MATERIAL IN AREAS �� j \ -S.• �a000 OUTSIDE OF PAVEMENT / \ ° a _ �'`�• o��o /- EXISTING MATERIAL r7" 12"MIN. r ti / PIPE ZONE SEE LANDSCAPE PLAN FOR REQUIRED �1 BACKFILL oo 3/4`-0" CRUSHED ROCK OR 'AND /•'%/ LANDSCAPE IN 11-IIS AREA. r I/r- \' \ STORM AND SANITARY SEWER In// /�\\\ p� IL„ •O• - + ^ 3/4'-0* CRUSHED ROCK F• �j NOTE: 4- IN. 0 00 1. BACKFILL IN 6" LIF-15. I. CONCRETE SHALL BE 3000 PSI AT0 0 2. COMPACT TO 95% OF MAXIMUM RELATIVE 28 DAYS . PIPE ZONE / DENSITY PER AAIT-9S IN PAVED OP \\ \ \\�\ ��10"- 2. D I BEDDING GRAVEL SURFACE AREAS. COMPACT TO NEW CONCRETE SIDEWALK /// /// OWE4 N.0 PAVEMENT HATH PIPE G.U. 90X OF' MAXIMUM RELATIVE DENSITY PER \ ?4• /4 REBAR PLUS 18"HILI. AASHTO T-99 OUTSIDE OF PAVED OR A-A GRAVEL SURFACE AREAS. PAY WIDTH 3. USE OF NATIVE MATERIAL FOR BACKFILL FOREXCAVATION AND BACKFILL TO BE DETERMINED BY ENGINEER. TYPICAL 4` PARKING STRIPE ,WHEEL STOP DETAIL SCALE: N TS STANDARD TRENCH DETAIL SCALE: NTS 4 t'1 • �-- r-e ,/••—.�._j GENERAL NOTES- 1. OT S•1, BASIN SHALL BE CONTINUOUSLY WELDED, SIDES AND BOTTOM SHALL _ BE BUR WELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED. IJ I{ ► _'UK D&*M r TO 2 ALPHALT OUT. T OR GALVANIZE ALL SURFACED OF CATCH BASIN AND Oowdry To srolw ENTANCE RAMP DETAIL 2' 1/4• I _-�-�"N TWA r 3. BREAK SHARP CORNERS AFTER WELDINGS. SCALE: NTS I I 4. ALL CATCH BASIN GRATES SHALL BE SECURED TO THE BASINS USING BOLTS OR OTHER APPROVED FASTENERS. SUBMIT METHOD FOR REVIEW w BY ENGINEER. OI1VIIII ?TANOAIp CAST r10N GlI �tl T L1'NCIt DIM I t1.�GiT I t _ 1� fMAOSOIAII t-r'► o n2, f 1t�r--�-001OQUAL-,- - 1/2' 1M 1-- -/-' 12 oAn- STEEL.2 1/2 OM WH 1/2 MiCK&0' 10. LORD WITH t!. /N (rA{ipl WITH 0 • 1/a' sn 90L19) i J(1fH ,O IIATCl1 1 1_ LOOWAT( ocT•+H 0111WT-. I1I,1IAr ]• CENT) ,. .� � 16 OVTLET 11 1/4� (Trv) /� - ,•-o' �'-I►' W.N. ,. / L _ ,o Ok srt. o PLATE DETAIL " J ,f METAL (M.) air rro+os AIO OOTTON AS SHOWN ON PLANS CALCUAATED I.E. OUT V-0 1/2' so.---� tLMM STANDARD CATCH BASIN_ SCALE: NTS Y' w' TIGARD, OREGON MU A R C H I T C T S PROFESSIONAL. SERVICE CORPORATION 11820 Northup Way, 'Suite E-300 Bellevue, WA 98005 www.rriulvanny.com Tel: 425.822.0444 Fax: 425.822.4129 �0 R �•,�� °,r�♦ � s s I o�i__ . r to a 4p94 ♦ --"�--•-- 10460 SW NMnbu• Ava. Pedk A oregm riI 19031903--MM 111 503'803L-NN T 0 N's p VV H C_ C .w, 0 20' 40' ' �• nn p [- l DATE 0 R L_ G Cl N DESIGNED C. NEG_ELSPACH _ ;r ENGINEER RVMMN _ SCALE: 1 0I • , n CHECKED a .• n •'� } 1 •.�r i D rAILS E AUGUST 6 199 9 � - 78505.W Dartmouth Str. i.�. y,,• !�.. n S. :.". E +Fti i — i. Y SIT 1999-00066 tr , 16 of 16 I I I I ,.... ..._......r•.r«r,r..•Arlbb....iilYa: ... 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