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7850 SW DARTMOUTH STREET-6 - - - -- --- -- JA k Ir wm4wo'oem� E PROJECT TEAM VICINITY MAP scur: ov.,5 APPLICANT: ARL>jr C F CML ENdNNC. PLANNNG DESIGN SURVEYOR LANA APE ARQI UT T CONTA WHOLESALE F CONTACT. K PARTNERSHIP ARCHITECTS CONT ACTION INC. WRO ACTION INC WRO DESIGN INC. WRO DESIGN INC. A V � aL 'I, CONTACT: RIVE 171.0[ CONTACT: [BN PIN[OB[I CONTACT`. JON REIYANN, RE CONTACT: CHRIS BERNHARDf CONTACT. TERRY L GOODMAN, PLJ CONTACT: JEFF SIMPSON 999 I.A[B DRIVE II820 NORTHUP NAY 10450 SW NIMBUS AVE SM RA 10450 SW NIMBUS AVB STE RA 10430 SW NIMBUS AVE "TE. RA 10450 SW NIMBUS AVE SM RA •._ A d ISSAQUAH. WA 91027 BELLEVUE. WA 9005 PORTLAND, OREGON 9722.1 PORTLAND, OREGON 97223 PORTLAND, OREGON 97223 PORTLAND, OREGON 97227 t PHONE • 1425) 3134210 PHONE - (425) 822441 PHONE • (503) 603.9933 PHONE - (303) 6019933 PHONE - D. REGO603-"31 FAX • (425) 3134105 PAX - (425) 1224129 PAX • (503) 603.994 FAX - (503) 603.944 FAX • PHONE (303) 2019933 EMAIL - JPROWROD.COY BYA[L - C1BaeWROQCOY ( ) 201990 FAX - (503) 601994 EMAIL • TLO9WROI2COY EMAIL • J[UWROD.COY rW TmmRffmTmTqm Iff rTI IF y y 7 R if II 1_ wu - - - L A INDEX SOF DRAWINGS --- -� CI COVER SHEET « �t C2 EXISTING CONDITIONS C3 DEMOLITION PLAN C4 DIMENSION/ SIGNING AND STRIPING PLAN A % C5 GRADING/ PAVING/ EROSION CONTROL PLAN Z C6 SITE UTILITY PLAN . . . . IT. . . . C7 DETAILS C8 DETAILS I T _ d 4 c_ c� d P cc-_o ✓ I b 4 _- - - - Por only ICs v... PERMIT NO. Bea Lef4rlu. , Jae Addros,: :!a b•,.1SEEMS ^'•-wwN, _ __ -1' �Beera�.7Avtaw..Jcn OAFt?MOUTH FtOA0 MULVAIOi NY A R C N T C T 5 PROFESSIONAL SERNCE CORPORATION 11820 Northup" Wa�� Sage E-3(10 t Eshowe, WA 980pS www.e%lwnn .com @ Tel: 425.822.040 Farts 425.822 4129 T I ErraA M �jllll� PENSIONS: / SITE MAP _r a 1 SCALE NTS. DATE 1 J a0 o c e I o IN a N a I. CHANGES MADE TO ADD ADA ACCESS FROM BACK OF THE BUILDING TO DARTMOUTH ROAD. INCLUDING Io.30 sW H1mas A" PWIa d, a"• 91223 ALTERATIONS AND ADDITION OF Z e031e0�-9933 I.%: 3031003-"44 APPLICABLE STRIPPING, RAMPS, THERMOPLASTIC AND DETECTION 'eAM'�•I"�1B•`•'I�••0 eaw�ie•asK+ae STRIPES — PER CITY OF TIGARD RENEW. -\ C 0 T C 0 VV C �- DATE J RE7MA — -/ -� o 6199 J L DES EiTM C. NECELSPACH ENGINEER J REIAIWN SCALE: N . L—� `HECKEp I j TI G A R D , OREGON covER * } . AUGUST „;,, , 99- 01 LEGIBILITY STRIP Crtli� ginjin�lin�N1111 I1bpi.�mpu�mqun�lq "1 luu1inl . i . .. . 'o•� ',m 2 b I ISI �1�2 IO i. Ia i9 B 118 20 21 22 23 219 25 25 27 29 29 30 --� CD e. oI30x �'�*��Wa+�eIMMIM111W14�N�{G�iy�'!IYiYYMWiI�II,�JIh�Ihl1)IhIILLhi111i1hhhLllll�hl I IJIJJ I I I I I � 1 ylllll I I I I � I I�hk �� R . waaII�MBM}�aeaw.q a�,�,�,� �` .. ...— _.�..R..•n+-.�+_�.e++w,-•�r.wwr�—.w,�•��+++nn..�_w—._r..- .. ._r.._...............—.y-..... ... - .._ .._a..�ni,/�N•,�•ynwti..I. ,.� .........+,1�+.,'.M�I� 1 •'F Y ' v MW UNE 3 SANITARY NOTES: STORM SEWER NOTES: SANITARY SE1�:P. STORM TRENCH DRAW 0 GREASE SE Oi 13 STORY C8 . / SEPARATOR ONEND RIM ELEV - 183 73 RRI ELEV 11I5.T6 J 1T. RIM - 187.27 •. y } c , j -\� _ ___ _ ,. IE IN w a` METAL PIPE - 181.62 2 STORM TRENCH DRAIN IE ®` PVC S � 194.11 ; IE OUT E 8" METAL PIPE - 181.82 0 MIDDLE RIM ELEV - 1&170 14 STORM C9 ' ••- `„ `•� r1 r X, ' i 4:J1 j� t,r ^ r ?} `___��_ '- SANITARY SE R 0 RNA ELF-V - 183.29 ` . - - \ O - E E' P - 81.58 r•;..r.� !�: 4. STORY TR1Np1 DRAIN VC w 1 .� \_� GREASE TRAIL / SEPARATOR S END RIM EtEV 183.65 t' ' ••+�.', ;,'•. *, 3+ ,.F t1• 3'' ti .� .� s �\ \\\\ ♦\ RIM - 187.21METAL PIPE 1847 15 STOW/ CB / ' t x ¢ • 4111+ +�•�+>� + rIV t ♦ \ \ E IN W 6' . S 4 STORM C8 0 RIM - ��" 94 E OUT E 6' METAL PIPE - 1 RW ELEV 184.60 E S' PV 162.81 84.44 IE a' PVC- - 2.9S YC N 181.U4 SANITARY SEWER MH STORM N 18 5T011M \ � �� Rpt F1EV 177.86 \ \ �-�--�-� / RIM - 220.5.'1 ��RMI ce 185.04 18 C8 \ \ \ ,� c��` ♦ \ \ •° _ "f�4! r IE IN SW 8` LONG - 205.42 E 9" PVC N - 18541 E 8- PVC N - 178.18 l F, y BALER EXISTING BUILDING WALL �'`;� ♦ \ \ ♦ \ �\�� \ ' rl�' h \ IE O;I NE a' CON17 - 205.33 , .' ,; ♦ '� w.k;` I; STORM c8 t 7 STORM OuTFAU. a�'• Nfqt' M +•• 4M 7'l \11 //;;�� SANTARY SEWER MH RMI ELEV - 18a.33 - 189.23 J`j' ♦ - ..`T tl. } * \\� `J RIM - :.t 62 E - 184.88 E 8' PVC N Ir y a \ E IN SW 8' CCWC - 204.33 STORM CS1P STORM OUTFALL EXISTING BUILDINN 16690 • \ \• E OUT N! 8" CONIC - 204.10 oft ELEv - 18a.08 �`� �• L �' '' ; y t ♦. '.v COMPACTOR WALL I •. �� , \ ` �' \ ` �i 5 R - If 8' PVC E - 194.40 1 1 STORM OU TFALL r , \ O RIM -SANITARY SEWER MH E 30' CUNC N - 170.6E 225.27 IM STORM C8 rI IE sw a' coNc 20195 1 o f 203.90 2 F a •�; IE OUT NE 8' CONIC - RIM EvvVC N11C�.94 RMIRT1S ELEVORM C8- 186.35 \ f • . 1 � �•c4, ' r - '{ \ l 8 SANITARY SEWER MH STORM C8 E a' PVC W 164.75 RIM • 223.28 O Fi!!1 E1F V - 186,64 I ' t� i r ♦ r_� 1 •. /, IE IN Sw W CONIC - 203.24 IE 8' PVC N - I&S.01 2) RWM ELEV - 179.33 ST(kRM MH IE OUT E ©' CONC 102.% IE IN N 24' CCWC - 1 Ts-46 \\ SANITARY � ST E IN W 15' P - 15 I I \ e x• r. y +Y. •E', -T •' \ \ 5 (D RIM - 20a.4a MH 10 RIM S- 186.64 IE 8• PVC - 184 68 IE OUT S 30' CONIC 71s4.86 a 1 IE OUT SE 8' PNC - 174.37 I' ' I t I � \ �. t:, � E pr w e• coNc - 197.33 >> s„jRM ce /-WETLAND I _ ( I \ �' +• iy r R y \\ \ \ \ E OUT SE a' r,ONC - 197.02 0 RIM ELEV - 188.10 22 STORM MH /� • IE 8' PVC N - 164.43 ELEV - 186.7a I I . I . s t "+. \ \ \ SANITARY SEWER Wt IE IN wla* CONC - tB0.10 DELINEATION I 1 ,- � t "� ' '• g STORM C8 IE IN N a' PVC . 180.14 LINE ` 11\ `1• i 1 { `� RMI - 20226 12 IRI - , \` I \ IE IN NW 8- PVC - 196 03 M ELEV 1a6A4 IE OCT S 24' CONC - 1ao.04 TRANSFORMER I - ,..L. -,. t t •. . , .► \�� - \ 1 OUT SE 6• PVC - 195.88 IE a' PVC w 184.29 1 1 RECEIVING �. , 1 I � EVIG 1 i ' :�I. , �. ' \ N\IN , , .(i ' , � 1) ° � .I ,,� + r .��.N 7�,' ', %:'�! � ` •v. *►!gid ''`S"•"1• ' \� .� � , L' �• + • .- y �• • �,<• 4� d ;y. , 1:Ht •1 y` �f: a 1 W ' t�w ''1 ��a\ \a,• EXIT \ I�YJr• ' 1 ^r r i 1 I e " `\\\ EXISTING AC PAVEMENT MIRANcL 1 1 •,' \ \\ r .�� ' /, ' r `" c,' ! '1 �\�\ d ► EXISTING CONCRETE - ��,.,,.�i\y�,\ \ � r,: 1 t � ; +1` ',.. \ \ C EXISTING 1 FT CONTOUR ,/ °• • . ---�-t••��°ENMANCi •• :,�. •' , . ""'. .•, .. ; o •�„`' ..., \�, V . \ G • 4 ° ,• -CANOPY EXISTING 5 FI CONTOUR L1AIT I SIR -� -112 t-�--'� ■ \\ EXISTING CURB V1 \\\ ' -.-.4.�-• - - v _ •,.` .x i. EXISTING STRIPPING \ L.:,�- ,,.M . ....,., .. ... i •► "' .- 7 7 -.. ,.,• tl....,-.Ir•.....-r aM.... '�sYI �_-- _j..w♦ .�: �h r,� ' ,..I, • e` wl E XI 11 NG WATER LINE w EXISTING WATER LIN Ew J - EXISTING STORM DRAIN LINE \ `\\\ + e. ,; �,; C 4 * :; ,! :�,� ;•: a t.`• „ y1 I - -4' ss- EXISTING SANITARY SEWER LINE \ , , S`'- , t,�• .fit .. " .1 «�, *. • I �, r l d •!,� 1 "►1'94.1. t ` 4'.`+' :.;:J� R I . ,. EXISTING POWER LINE � \ \ , -,. 1' •� •I `' 1� � •�i;�' .•.� tr•4.:1'' •� t ` '.i. \ d► �. 1 ��.1 a+. r,1' I 1 \` 9 r w • r t �' r 4 Ki > a 1 f 1 x EXISTING FENCE LINE EXISTING BUILDING \\ �'...�►_ ` ., i t 1- IN4• '• / h.,, 7.3'•.S•F. v. 'tau.•atbaa.nu,�v A11� ~•`'^•�_ 1 /. ' � , , � y rh !:• �►'�•,i' •' � EXISTING RETAINING NG WALL E .� \�`''�_ _ �` y ' r ' �: �,+' ` •►' 1 �•I': !, / /, I - EXISTING ELECTRIC LINE PROPERTY LINE \ ♦ yt r r>C� ?' ,: Y'r r a , 1a ,' ^' , :� i 1 EXIT nNC WATER VALVE \ �\ �� A {, ` 1 *' y c' , ,F t „� ^ ` +• aa' - n. ,, ' I EXISTING HYDRANT ! ' + . ,rkM ` 1 A 0 0 0 EXISTING BOLLARDS t M EXISTING TREE ISLAND \ \ i Jf's '� :a.• .ti�f�•. `,. ''s,l{7,' r` I ' t 1 0" Y EXISTING ELLIPTICAL • t• ed�! t•„*, t�'+. v. . - � LITE \ \ \ ` 1 a• 't f ! 1 (I EXISTING BOX STYLE LUMINAIRE(DOUBLE) 1 \ ` -- .,�` _ / ! • a • { +•• EXISTING BOX STYLE LUMINAIRE(SINGLE) 11 � 1 � •� / S' , •,,., �� ,ti 1 � I b EXISTING SIGN w EXISTING HANDICAP PARKING SPACE f ��= \ x,11 V 1 + i:r • ;� \`. r 1 EXISTING DOWN GUY yi EXISTING MANHOLE t ;, �5>r., r �,• i f� I 1 I t9 EXISTING I ` ,� t ; a .. � ,,�,.• '., .a �� .,... ,�. ,. � G JUNCTION BOX y1- °' I ,• 1 I e EXISTING CLEAN OUT •� \�� I' f ) ` "• ,.• V `�' I `` /! \ I EXISTING POWER POLE �•�� ---- ' - -. _ `� TIN MAI EXISTING-- =-""- --``=-� _" � '. �' f ` i+fir•; x. I 0 EXI L BOX r• 1 I� 11 �.� _ =-'--=='.�-_,-.- -- � �`� a t't / }' r' r I _.�•J1 1 ea. f ov 31 goTMOUTH --R O-A D _ ,; `-~- , I � I - - ytj.9 / DON GRAPHIC SCALE TIGARD, OREGON Ao 20 10 0 140 MMKHMAI EK' �_ _ _ � ( IN FEET J WASHINGTON COUNTY BENCHMARK NO. 402BENCHMARK ' - - - - - - - 1 inch = 40 ft. THE BENCHMARK V SnANBRASS9.86 DISK ONT THE PACIFIC HIWA(NVGD 1929 YR(99W) Mu LSA OVERPASS OVER HIWAY 217, IN THE CURB AT THE SE CORNER A OF THE STRUCTURE. R C H I 1 C 1 S PROFESSIONAL SERVICE CORPORATION 11820 Northup Wayy, Suite E-300 Bellevue, WA 98005 www.mulvanny.con, Tel: 425.822.0444 Fox: 425.E22.4129 cQZp F�OFc,. R � 14,064 ♦ r � 10450 SW N"Ws Aw., PorVarmt OroW 17823 * 3031603-99,13 FAX 3031033-N/4 n Y2 JISltll M o 0106M•LAOVW. f AnseMO r,IlI mmw j � I �� r1Ati1 tt►�1+�-t ' 0 20' 40' DATE _ 1199 T I C A R D , O R E0 O N GNEa, C. NEGELSPACH -� �--- 6ENQNL'ER I J WMMN SC A l-E: 1 "= » is 0' 0" +.._HEC F 04. J EXISTING CONDITIONS 1 .. 44 .. AUGUST 1999 X.. Y{ .. '7 "}4•t +.. - 'fir .i .)' - kt, " ,Y.. , ,t .�..� i¢. i'• 1 U L 'j .R 7e SSI W Dartrrwuthh Str 999.00068201 16 q - LE61BILiTY STRIP Cm I 2 3 7 iC 2 13 14 I l20 in.I. �I' li Illlli Iillil' ,I �illlllli�llli, Iii, 'III I'I! it G 7 B � I I 1 i'-. I I +Omm0.Icm B e 19 �� 22!' 23 24 25 28 217 218 219 30 CDLt I + OI l 111111 11 1 1 HON I s tor. _. I I �� Or• r �. . �-OeMO�s" ..11' r' k's T. •.n fop ' , / I"^ '— --- � __.�. `• �� — �— � � e.�.��=ter....�.r__��.�r.r•.._— � •S �4 12 l \ CI I — i i ♦ ,� v 5 / 1 y. WETLAND / \ O DELINEATION ° INF `, 2 " c` �44 p \ \ \ \ • • / i--+� • \� • t _i / / // / % \ -- - - --- PROPOSED SAWCUT 2 \ — ——— PROPOSED EXTRUDED CURB PROPOSED STANDARD CURB ENTRANCE EXIT. \ j` \ \ \� \ \ \ --- — - PROPOSED STRIPPING • ` ��'� • r�j,� \ C/ j��\\ \ ,\ ��\ \ G PROPOSED STEEL BOLLARD • 'G=am �� \ >' 4.. \ \ \ \ \ \ \ \ a \ PROPOSED EJILDING ADDITION \ r- i-�•-a.�.�a•�• , ,=•--�-\ `..�a\ \ '� -i-• ' \ 4 ■ PROPOSED CATCH BASIN I E ■I ■ ■ ■ i PROPOSED STORM LRILRAL �`� • °� -CANOPY,., I I I . { . C,�\V] I I _ V I 1 I • • -'. �"�� . ' • ' 'A' /'I/ ` \ I \y I I 1 I 1 I I I I ° I 110 IN l • • -tea= .r"*=�' / \y I I i/ I I I I I I PROPOSED AC PAVEMEt T 14 \ V 1 7' 1 X PROPOSED EROSION CONTROL FENCE ° 13 •r___._ l : 2 1 I r 1 FILTER BAG INLET PROTECTION 175-- PROPOSED 1 FT CONTOUR 175— PROPOSED 5 FT CONTOUR r / IN. / \ � / •' PROPOSED CONCRETE i\ 2 3 ,. . 4 i 2 1 � 1 I I I 8 _ � 1 i n � AwrMOUTH ROAD GRAPHIC SCALE TIGARD, OREGON 2b 1b 0 41b - _ ( IN FEET ) -- ------ -- ---- - -- ----�- - ----- 1 inch = 40 ft. c tu�a.mo�v NOTES MULV Ot REMOVE EXISTING LIGHT AND POLE AND RELOCATE O SAWCUT FOR NEW STORM DRAIN LINT. SEE SITE A R C H 1 T C T S AS SHOWN ON SITE UTILITY PLAN (SHEET C6). UTIUTY PLAN (SHEET C6) O2 REMOVE EXISTING SIGNAGE. RELOCATED AS SHOWN 10 SAWCUT AC AND REMOVE SECTION FOR NEW STORM PROFS SIGNAL SERVICE CCr2P�Fi'ATION ON SITE DIMENa4ON PLAN (SHEET C4). DRAIN CATCH BASIN. —� V REMOVE EXISTING BOLLARDS, PATCH AC TO MATCH 11 REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION 11820 Northup 98005 Wpy, ww `.Suite E-3m ' Bellevue, WA HEADS. SAWCUT EXISTING AC 0.5FROM EXISTING vuw.mulvnnny.coin EXISTING. SEE PAVING PLAN FOR SECTION DETAIL (SHEET C5) AND BOLLARD RELOCATION (SHEET C4). CURB EDGE. SEE PAVING PLAN (SHEET C!:). Tel: 425.822.044 Fax: 425,822.4129 IRRIGAn0N SPRINKLER HEADS, IRRIGATION VALVES AND U4 REMOVE EXISTING CONCRETE SIDEWALK, SAWCUT AC ANY OTHER IRRIGATION ACCESSORIES LOCATED IN � 0.5' FROM EXISTING EDGE OF CURB. SEC' PAVING AREAS TO BE DEMOLISHED W,il_L BE SALVAGED FOR c ; PLAN FOR AC REPAIR (SHEET C5). FUTURE USE (IF POSSIBLE). LANDSCAPE CONTRACTOR `��i n t� o E e 1 Q 14 1 N c SHALL INCORPORATE THESE. ITEMS INTO NEW DESIGN O REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION AS INDICATED ON SHEETS L2.0 AND L2.1. IF COST OF HEADS, SEE LANDSCAPE ARCHITECTURAL PLANS. SALVAGING EXISTING IRRIGATION ITEMS IS HIGHER THAN INSTALLING NEW IRRIGATION COMPONENTS, LANDSCAPE I0W SW N11r ibis Ave.. Pcxjwc4 CV*g t 4711"3 6 REMOVE NE, LF OF EXISTING DOMESTIC AND FIRE CONTRACTOR WILL COMPLETE IRRIGATION SCOPE OF l e0JI6p3-"M FAX 5031e03-0*44 COST* CO E WATER UNE. WORK AT THE LOWEST COST TO THE OWNER. y .hDIJK rtlirt}@11.l1Ut�tMOIMO RELOCATE EXISTING MAILBOX PER POST OFFlCEEXISTING FIRE HYDRANT TO BE RELOCATED, SEE SITE— -- DIRECTION. UTIUTY PLAN (SHEET C6). E vcP,writ t /'t/� j O REMOVE CURBING FOR REPLACEMENT. 13 SIDE AREA TO BE EXCAVATED AND REPLACED. SEE r 0 20' 4d 80' GRADING PLAN (SHEET C5). _ T I G A R DDATE __L_816199 0 R E G 0 N 14 SAWCUT AND REMOVE CURBING AND SIDEWALK FOR REPLACEMENT. DESIGNED 1 G NEGfI SPACI, ,. EN%NEER I J REIMANN _ rr CHECKED 1 SCALE: 1rr= 40'-0 I DEMOLITION PLAN .- Y � , AUGUST 19997850 SW Dartmouth Str .1 c' ,?;? ., ��'' /• } L_ - - ..-��r4�iri��.,•�ii�f��w,�rrr��llll�� SIT 1999-00088 • 1 of 18 cm - I l- Imo'i i-i-:_:.I*ti I;�.., I I ( i I I maul'� .w,..,•..»,,,,,,,,,w.. ... .. - n �, . „ tl+,�'. j�,, A •` LEGIBILITY STRIPIQmm.I cm 1 2 ' 4 5 u�uli uujliu uu nn n1l un lila Inl uu I "•+c nr n uillnuiunlinili; ilui, ui lin l ii nlun nnl I,nilunl nl�unlnulinililnlnnliuiluiilnli�lnll T17 �Ti 6 7 10 I I 1!� 13 14 18 17 18 Ip 20 21 22 23 24 25 26 27 28 29 no E.t I 1 nl I I I NONI • 10! ....e...••...•www••..+.+.....-.._ R . va� !' +Rr �•w.A•.•+m.»!rrll*Mo...�,...,. .. . .... ,. -p,fir . , i 1 M1 24.0 / 10.5' 20.1' 2 0' ---I R2.0 + i I Y 30.4' F-- --I 2. I I I I 71. ' -- uI ! I 0 -- --� 20.1' "'4' ;4• f.8, R2.0'---i ►--T R 2.u F-____•� - -- �. 9.0' 91.0' - � -.--- -- - - T`I'P._ 24.0'20.0' - - - - - - L 19.3' 1 9.0' TYP 3.0' - - --- _S T - R2.0' b % .6 r-- ' ! • \�`� �� 3.0' 19.0' TYP. / I 8.9' TYP.40. / iK 19.0' TYP. m \ 0- 9. o, 0' TY�. _ + 19.0' TYP. r _ - N T WETLAND + 4� , I ��-- N O DELINEATION • \� I I I /^ STANDARD HANDICAP SIGN ' \1 - �. '' I 2610--1 6.0 OR20--69 AND 6D l � ! e 86�TYP. I I 4_ 1 I I ..p o a. \ - EXISTING CURB STOPS n I -� �,'' '4" STpIPES O 2' O.C. AT 3(T PAINT STD SYMBOI_ 1 9. TYP. I I I I J I ©\1 �6 T"PICAL HANDICAP PARKING ST --- - ALL ` ` 40. c �� SCALE: NTS 9.0' TYP. 1 FXIT� I b r TYP. 1 ENTRAIN _ q I \ 40, TYP I I I I® 1 ` 4 STRIPES O 2' O.C. "F � 4- ' H' O.C. TYP. CAR? RETURN SIGNS AT 30'4 0' TYP. HC / SEE 0ENL AT LEFT. 10,0 TYP, HC 1 TYP CROWN TOPS j 8REPLACE 5OLF OF IL ..> __tr__ M I IATER COMPLEATION O PL __ • ,� - S. O.C.(TYP.) 10' TYP. SLOPC STABUZATION. o ao N 10.0' S.0' \ �6" DIA X 6'-6" `� \ 0° 4 p 1 5' NIL,. TYP I ti S 2 7 - �+ 1 - GALVANIZED STEEL\ � � ADA PEDESTRIAN ROUTE ARROW(IYP.) � _ ' - ••• "'•• •••• • •• ••• I• Jam" PIPE FILLED WITH Q -- � _Q__ _� 3 'G• 5.0' M CDNCittTE N-6 t� 2 - _ d d 4 C- -- 77- J ' -- _-� _Q .. . 3 7 2 - ' CO�:CRETE PAVING ! I I ( -- I _�_. . Q-- - 3'� S 0 r -1 24.7' �'- _ - -__- d 1 T _ _Q_ I STEEL BOLLARDS SFE DETAIL AT LEFT. NSTALL EXISTING CORRAL 1° -- 16.•-' - _ CHAIN TO NEW BOLLARDS rn "�'� ►�'--+- 16.5' `i - _ CART C -=1- -. - - �, _ _ - -_ -- -__- -- _-- _-- -- ORRAL AREA u I -III �% a Q o+ I . _� a + - -_ o, _ - - ---- --- - r 1 SCALE: NTS Im 0 Ch �l 12' DIAMETER CONCRETE -_ _ 3 1 q I , • FILLED HOLES _RS.o' 3 --- SCALE: N.T._S!_r�� ONE SIGN R5.0' SIZE AND .SHAPE OF 0- 0" �•-�- b g + 1 SIGNS VARIABLE _ - 5.0' 4- g" -` 9.0' TYP. R2.5' - R^..5' 1 r 9.0' TIP, _ ' - -- --- NOTE: MIN. 1 I 1 \ 18.0 I I I i 20.0' TYP. T 9 l- I - _- - I8 0' TYP. j ALL PIPE POSTS SHALL 90 4. (� 'L<AOE IET1�N 1 ` . 20.0' TYP _ _ _ 6E CAPPED AE n I 20,0' 10.0' ----I 1_ `�f / / / 9.G' TYP. Q� I APPROVED BY THE CAOT8 ENGINEER. �1 e" HE/E 3` MIN.- - -24' 1 \ - _- _ - -� __ - z' tom 9.0' TYP. -1 I` Fr- 9.0' TYP. 20.0' TYP. 1 ''K.� � _ I MAN:!AL ON UNIFORM TRAFFIC USE EXISTING SIG1,1 CONTROL DEVICE 0 R1-1 ' Q /� I � CURB USE EXISTING SIGN " � f �r�."1�1 �� 1 iQA`1 ..� LEGEND: WHITE. EFIEC C11V1 ) �A� ` V ar >�� BACKGROUND: RED (REFlECT1VE) `��± DET •� -- -' ---- - -- ___.- '' - "- - - ---- -- - --- - - ---- - _ - _ I SCALE: N.T.S, p/� GRAPHIC SCALE 10'-24' SIDE PAINTED WHITE STRIPES GENERAL TES �\•-\ �- � ' El] RELOCATE EXISING SIGN, AS SIdbNM. CONTRACTOR TO �?p Ib 0 � TIGARD, OREGON j ! 3" WIDE WHITE PAVEMENT RCU''�E EXISTING SIGNS AND F•ROVIDE NEW POSTS AS NECESSARY - - lIV FEET STRIPE 12 �- -- ❑ DNMEN" TABLE: - _- - - - - - - PROVIDE NEIY STRIP:-''NG AND PARKING ALL LABELING AS 1 inch --= 4Q ft. ` 6,11m. 10•lux- 12' SEE NOTE SHOWN. SEE DETAIL Ar LEFT. ._. - --- STANQARU CURB _E U INSTALL NEW BOLLARDS SEE TYPICAL STEEL BOLLARO DE•'AIL AT R5.0' h-30.0 r R5.0' R5.0' R5.0' LEFT. mu�V I---3C 0' CROSSWALK - SPACE TWO 12" WHIT? LINES 4❑ NEW HANDICAP MARKINGS (TYPICAL). O 90 0�0 4.0' ® $ $ Q 7�-- 4. r AS SHOWY JN PLANS. CROSSWALK SHALL 1 8 J A R C N I T C T $ R 5.0' 1-- -7 r- 1�' BE THERMOPLASTIC PAVEMENT MARKING �' a NEW SIDEWALK RAMP, SEE RAMP DETAIL (SHEET C8). 30.0''"'1 � R3.0' 37.5'� r R5.0' -7-7 24.0' f--•• MATERIAL. R2.0' - R5.0' T4. SC� NOTE: ALL THERMOPLASTIC PAVEMENT MAQKINr C] PROVIDE NEW PAINTED ARROWS, SEE DETAIL AT LEFT (TYPICAL). 1 . 20.0' -' PROFESSIONAL SERVICE CORPORATION SCALE: NTS MATERIAL StY.LL BE INSTALLED AS PER 1 0 R` _ (� 40.4' a5.o' ,o. rp. 20.0' 7 PROVIDE NEWT (TYPICAL). PLASTIC STRIP AT AC!. CROSSINGS, SEE 31 E)' -! TYP ttA20 Nnrth�p Wa , Suit! E-3{?0 SECTION 00850 OF THE OOOT STANDARD R5.0' - 1 4' -- DETAIL AT LEFT (TYPIGAI). © - 1.3' ® x-33.0' _ 11 ewe, WA 98005 wMcw.Suite Y.corn 00 SPECIFICATIONS FOR HWY. COI'ISTl1CT10V. 10.(t' � R2.U' � Pkw!OE. NEW STRIP AT CROSSINGS, SEE CROSSWALK DETAIL AT Tei: 425.822.0444 FOX: 425.627.4tj9 IALJC AT ADA PJL%�l+ LEFT (TYPICAL). 15 + "30't--I - 5.0' r RS.O` -� � %4.0' 5.1' J �.•30.7'"'� R5.0' SCALE N.T.S. a R5.0' SCALE: N.T.S. N� 11. 4 0 R4.0' R4.0' R . R2.0' 14.5' 14.5' e R2.0' O a �s NOTE: 10' WIDE AT 9UILDING ENTRANCE 1• PLACE ARROWS IN - `� - 5' Ww10E AT NORTH CONNECTION CEN(ER OF Ti?AF*lC R4.0' R4.0' R2.0' lw5o sw wr,xu. Ave., Iacrtlo+a ana9 _ LANES. SEE ABOVE �,_ 36 0 ' R2.0' \� (� 2. PAIN- ARROWS AND T- I -- � +VAL, - 0 503100.!'-feta FAx 5A3 IW} 1a9a4 1 _ l STOP SIGN WITH N i R2.0' �� r 2 1 VwII BEADEG r '�'"! , 1S co, �• ! R�II�L�at�wc.lA.eaarR �aos ..xMrr�as �� REFLECTIVF PAIN F. '-L ' r. "w,,r._� \ RS.U' 12.5' rH�N 9 RE h --- 3. PAINT TM COATS � :: ;rr�.i-14 '- � 74.2' G 100 + f- 28' � � I"� f-- 12.5' EVE MINIMUM. 1(1.7' 30' I R4 0' - 0 20' 40' 86 r 11 [[�� rr r C `I �- R10.0' \\ R4.0' DATE , 8�6�99 f1 I� L� r O f L_ V `.� �V 4 PAINT STOP BAR I 13� -�- \ 4.9' J �,,-?8.7'-1 lk EACH X 8'L AT r�; I DESIGNED, C. NF_G_ELSPACN - EACH STOP. SEE _ __- ,- RS.O" �--32.6' R3.0 E.'VGINEER� J RE(MINN �• rr s 11 W) =%Imp� ." ABOVE. • R2.0' Tv�•wn IcHECKED , SCALE: 1 4Q 0 Nun-: __-.. !� ALL 3 ENSIONS TYPICAL EXCEPT WHERE NOTED. _ now SCALE: N.T.S. " U& C"10N PL DIMEN , AUGUST 6, 1999 ii 4 .: -■ Tesoswo • w... -._.--- t , _ . , riirr.. - - - _ SIT 1999.0068 Sir w a • r T Y 4 of . . . ..--. ...ems.... :-m:.ra •. ..._ ._ - ..- ,. -..k:. � LEGIBILITY STRIP a !i 6 B 9 ip i i 12 13 is i i7 .._...,,.. .. 6 N " 21 22 23 24 25 .28 27 29 �`• ZI1 III 01 i i aT NOW.yl on CD c All wNIiNMIMI��."+ '.l 1. 1 _r CATCH BASIN GRATE .....�.� PAVING 1` RADIUS 11W SLQFE TO FRONT G T �.� • 6` CURB EXPOSURE1 2' RADIUS A1TCN EXI NG � b ,'•► � �\ 9• v OVERFLOW ' •�•• - BALER -EXISTING BUILDING WALL SLOT a G_ r•� CATCH BASIN AC PAVEMENT i ' t B7�9 `. NEW BUILDING ADDITION / I ` \ FILTER ' - 10,416 S.F. 1 7. � �---•�—I�� \ \ \\ _ 1'•• , BAG Exlsnlvc 9uILDIN` � �/ \ \ .� \•� \\ � STANDARD FILTER BASF COURSE •-� - COMPACTOR WALL �� _ BAG DETAIL. NOTES - I 1. THIS FILTER TYPE SHALL ONLY BE tam. A I. CONCRETE TO HAVE: USED IN CATCH BASINS ON EXISTING BREAKING hG STRENGTH OF 3000 PSI AFTER 29 DAM \ I STREETS. 2. EXPANSION JOINT'S. / /� / L4 \�\� 2 THE CONTRAcicR SHALL INSPECT A. TO BE PROVIDED: A _ 1 ( IV ! \ \\ THE FILTER WEEKLY AND DA:1 Y 1 AT EACH POINT Of- TANGENCY (X 111E CURB. 1 ' _ $ _ 1/ I -,, \ '� DURING PERIODS OF FREQUENT RAIN 2 A' EACH COLD JOINT. 3 AT J. FILTER SHALL BE CLEANED IN 4 AT EACH SLOE OF INLET STRUCTURES WETLAND Qi END OF DRIVEWAYS. MANNER WHICH ENSURES THAT ALL 5 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ! \ I / / , / / / 7 �\ SEDIMENT REMAINS ON SITE. B MATERIAL TO BE PRE-VOIDED, ASPHAI.T IMPREGNATED, NON EXTRUDING DELINEATION I ,� � / / i 'I� NTH ' W. THE FILTER SHALL BE REPLACED OR THICKNESS OF 1/2 INCH. - LINE ° , ° TRANSFORMER \ {' •-t / ` \'\ 4 CLFJWED WHEN THE BAIc BECDM 3. CONTRACTION JOINTS, HALF FULL, A. SPACING TO BE NOT MORE THAN 15 FUI. B. TliE DEPTH OF THE JOINT SHALL B (:HES.E AT LEAST 1-1/2 IN F-:LT1=R SHALL BE FOSS ENVIROMENTAL f 1 / �•;\ �\ =FRVICES "STREAMGUARD TYPE a-S 4. BASE ROCK TO BE 2"-0' OR 3/4--0- COMPACTEDT I ` \\\ 'y" CBF" OR EQUIVALENT. T� 99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE 57C O4"AASHTO RECEIVING � 1 , OR IN DEPTH \ I \ \• \'\ \ ``� \ i \ �\ \\ `•�\ WHICHEVER IS GREATER. \ AM FILER BAGS DETAIL �I �1� ` _ ,� .L. � � � �Iti ` - � - - s --- --- STA scA�L N I .r. ARD CURB 1 •� \ I+)► .� /� ` SCALL: N.T.S. Ill \ o \ •• -' - \ �`' -' \ TOP OF CURB 6' MINIMUM DIAMOND " ` I • \. 1 / �( /� /'� �/ / / i 0.5' ABOVETEXTURE RAMP F AC GRADE LUSH WITH SEE DETAIL AT i .4-. GRADE .AT AC RIGHT 1 1>�• r • ,1 1 JI '�, ` 6• -FLUSH NTH 1 � � ��GRADE AT AC 1 \ 1 105 y EXIT •. I �I \ \� \\ \\ \ y 11 ENTRANCE • �+y J---- �`._ / I �- � � •i:, f. . . •• ` '. . ♦ \ L 1 ` ,�\ \ / ,.�. TOP OF CURB " , �� • \ I \\ \\` \ ' 0.5' ABOVE ___ ,�� •�'•• 1 �' \` \ \ 4 AC GRADE 1 1 %i • -\-�T\.�\ ,-�. �. .L �'�� \� • 13 J l \ 1 ,a\ VARIES MCI `, ` �• ` I I I I \\�` �' �. • • • •• •CA WIN '� \ �'� �+ / I t / •••G• EXISTING/ NEW CONCRETE • • I / I I / SIDEWALK 12 I VARIES 2 1 I RAMP DETAIL BOND TEXTU_RL \ \ I scALE: N.T,S. RAMP DE .4!!. 12 ��` \�\ • . , �_ - %' \ \ / - 4 f 15 m m (0.6") 1100"- (0.25 SLOPE 1 4" PER FOOT �-�. / ` �. m 0 0 EXISTING CURB -•--_ / ~"�`" I � / „ �.---- )L0 000 • . a \ �'' I / V / �--- I EXISTING 0 0 \ _ / OD T,- ENTRANCE AT •� — - -- -- NOTE: ! \ + / 0 FLUSH AT RAMP TEXTURE SHALL BE DONE WITH AN EXPANDEL; METAL ORATE, ,\ •� TI !• / \\ 6 / GRADE AT AC �-PORTLAND CEMENT CONCRETE \ - ' / _ j I • . PLASTIC SNOW FENCING OR ATH CLEAN GRANULAR LEVELING COURSE \ 1gp _ I 5 ® y l t ` / \ I ER APPROVED MATERIAL, BY PLAONG \ ' AND REMOVING IT FROM WET CONCRETE AS REQUIRED TO LEAVE A COMPACTED SUBGRADE \ _-� DIAMOND PATTERN AS SHOWN f � � I Q � \ � r. ! J -- (ODD RU723). THE LONG AVIS OF \ 11 THE DIAMIONL; PA_TERN MAY BE. PERPENDICULAR OR PARALLEL TO T14E ' CUR9. GROOVE DEPTH IS APPROX. 0.01' (3MM). ALL TOOLED JOINTS 1 \ \\'. 11� 1 f, ) I I'I I I `\ i ! 3' NEW CONCRETE SHALL THEN Bf FINISHED WITH A SMOOTH FINISH (SHINER'S 11 Imo", `\ 1 i I SECTION WITH ( 5 ED,E). ' 14' DIAMOND PATTERN SIDEWALK RAMP DETAILS SHALL COMPLY WITH ORS 447.310. SIUEWALK • • - y \ 17 �.. ! LLL--- S SEE DETAIL AT RAMPS do TEXTURE SHALL COMPLY WITH ODOT STANDARD I?kAYANG - \ \\ 1 RIGHT RD725 AND 2077C. c / �! " I f 1 SCALE: NTS 1" I - \ \ FLUSH WITH WHERE THE PLANTING STRIP IS MORE THAN 6 F,, WIDE, THE RAMP PORTLAND CEMENT CONCRETE \\ GRADE AT AC SHALL BE RAISED AS REQUIRED TO MATCH IN ATH THE EXISTING GRANULAR LEY n -` - 1 - - r / J h SIDEWALK. ONLY I } �.. / = / \ �A�c L THE RAMP SHALL. BE TEXTURED. LEVELING COURSE _--_ •'-- .1Y{,{u .MIR.�C SlQE�yA11( SURFACING DETAIL ,� � 1 �--��—•- — '""-'~-=— - - �" �` ` � l / (� �i' 1 E�1'R DE LECTION .EMP \ \ 1 SCALE: N.T.S. A - j 1 - - -.' _' •;� -=-.`�•,.� l l i r � / 1• � 1 I \ `!','moi- ; , � —.r, — `�"�-•- - _ - - —`__- ,�`'-�. �+`` - �`\��` � f I ' /, "-TAA OUT H-- ROAD CIA 1. EXPANSION JOINT EVERY 30 AND AT EACH SIDE OF DRIVEWAYS. 2. CONTRACTION JOINT EVERY 15'. - 3" 6" _ Ra1/2" 3. THE SURFACE FINISH SHUT BE BY CROSS GROOMING. r- 6" CONCRETE CURB GRAPHIC SCALE i % 4. CONCRETE SHALL HAVI: MINIMUM COMPRESSION STRENGTH OF a NEW AC: SECTION 1.5` OF CLASS "C" ON 1.5" OF CLASS "B' AC 10 .,.\ - 3,000 PRO AFTER 28 DAYS. ON 2" OF 3/4" - 0 CRUSHED AGGREGATE ON 8" OF 1 1/2' - 0 RELOCATE HYDRANT 2.0' BEHIND :URB. _ 40 , o I-I �)r �'UrJ �� k CRUSHED AGGREGATE, ON COMPACTED SUBGRADE. WET WEATHER 11 NEW 5.5' CONCRETE SIDEWALK PER DETAIL. EPDXn'�='SU9MIT TYPE PRIOR � IN FEET wo �!..�.w- SECTION TO BE 12" TO 24. OF PIT RUN PER ENGINEERS DIRECTION '� •.. TO PLACEMENT-`�� _ __ _ - -' SCALE: N.T.S. (SEE HEAVY DUTY PAVEMENT DETAIL AT RIGHT, TYP.). 12 NEW SIDEWALK RAMP. SEE RAMP DETAIL (TYPICAL) """" "-7 ASPAJIt-TIC _C4 N tETE_ _ _ g•_-1AADE CURB SCORE 8' SIDEWALK 6' WIDE CURB S = � �^ CORE f ml:h �0 ft. NEW EXTRUDED CURB TYPICAL FOR ALL LOCATIONS. 5tE DETAIL IONE 13 NEW CONCRETE SIDEWALK WITH CONTINUOUS WARNING � AT RIGHT. GRID. SEE DETECTION STRIP DETAIL. �AGGREGATF BASE 4� L, EXISTING ASPHALTIC CONCRETE 3 NEW MONOLITHIC CURB AND SIDEWALK.. 3FF DETAIL AT RIGHT. 14 1. ALL NEW CURS AND AC TO MATCH EXISTING GRADE AT SAWCUT �� ❑ RELOCATE SIGNS ADJACENT TO EXISTING I rV:ATION 1' mu �� LINE. PAVE TO v W FOUNDATION STEM 'NALL. A MAXIMUM OF 1' L'J ADD AC OVERLAY TO LOFT CORNER 2". FEATHER AC THICKNESS TO OUTSIDE OF NEW SIDEWALK `ZNOTCH f.XISTING PAVEMENT \`` EXISTING CR A R 1 OF STEM WALT WILL BE MSIBLE FROM FINISH FLOOR AND TOP OF SAWCUT AND MATCH EXISTING GRADE. 4" WIDE BY 2' DEEP. CRUSHED ROCK BI'SE C r. I T C T S NEW AC. COORDINATE NTH ARCHITECT FOR ACCESSIBILITY � NEW AC PAVING, MATCH EXISTING GRADE EXCEPT WHERE NOTED SCALE: N.T.S. � � REQUIREMENTS AT COORS. TOP OF AC ELEVATION AT STEM WALL ALONG NEW CURB. SEE ScC1ON DETAIL AT RIGHT. PROFESSIONAL SERVICE CORPORATION IS 107.92'. 2' CLASS "C` ASPIiALTIC �.ONCRETE SCALE: N.T.S. NEW AE SECTION 2` OF CLASS "C" ON 5" OF 1 1/2" - 0 ,/�- (EAST TO WEST SECTION; ?. EXCAVATE AND REMOVE EXISTING AC TO SECTION DEPTH AND 6 CRUSHED AGGREGATE ON COMPACTED SUBGRADE. WET WEATHER 2" 3/4`-0" CRUSHED AG.,REGATE 11820 Norlhup Way, Suite E-3(X1 PA fCH PAVE ALLIGATORING AND FAILED AC PATCHS TO MATCH SECTION TO BE 12" TO 24" OF PIT RUN PER ENGINEERS DIRECTION (LEVELING COURSE) Bellevue, WA 98005 www.fnulvann .corn EXISTING GRADE (SEE SECTION AT RIGHT). CONTRACTOR TC (SEE LIGHT DUTY PAVEMENT DETAIL AT RIGHT, TYP. ALL SECTIONS). -5 1 1/.2" 0" CRUSHED AGGREGATE r6" WIDE CURB SORE Td: 425.822.0444 Fax 425.82.-7y4129 VERIFY WITH EMG. PRIOR TI WORK. L REGRADE SLOPE TO MIA fCH ADJACENT. 'SASE COURSE) 1 -1' • �� 3. SEAL COAT NEW AND EXISTING AC PRIOR TO RESTRIPPING PARKING 6" MADE CURB SCORE - 4' SIDEWALK STALLS AND WALKS, NEW 3' NIDE CONCRETE SIDEWALK AND CURB. SEE DETAIL FOR ��\�\� \� COMPACTED 50BGRADE OR FILL -NEW AGGREGATE BASE \\j'� \\j\\j\\�\\,.\\\j\\j\\/`\ TO 95R DRI DENSITY �gt4p p R 4• REMOVE AC SECTION TO NATIVE SOIL. 1 FT. INSIDE NEW TREE AND STANDARD CURB AND �DEWALK DETAIL �/� ��\�/,\�/ �/ �� / � _ �� ,�t ra �:i► iL ZYa k EXISTING GRADE 4 +r� w et + <a ►v a 1rt c . ARKING ISLAND CURBING. BACKFILL EXCNVATI�1 WITH CLEAN n9 NEW STANDARD CURD �' -----WET WEATHER SECTION 12" TO 24" o� TOP SOIL SEE LANDSCAPE ILANS FOR SECM)N DETAIL.. 9. PROTECT ALL CATCH BASINS HATH FILTER BAGS. DEEP PIT RUN PER SOILS REPORT NOTCH EXISTING PAVEMENT / SCALE: N.T.S. 4' MADE 9Y 2" DEEP t( WW SW N4nbos Aw, Portland. or W p772,3 � sosleos.-911as FAX- �oaiec►�-->Fr,4 r 1.5' CLASS 'C" ASPHALTIC CONCRETE EXISTING ASPHALTIC CONCRETE EXISTING CRUSHED ROCK BASE. r �' w�eal,urtwatllp�s" • i' x ' n 1.5" CLASS "B" ASPHALTIC CONCRETE uuos.•rt+MwtAewt ftp*y= y pp �� `- ♦ - 2' 3/4"-0" CRUSHED AGGREGATE MWyT}L ' t`"Pr ss► :/+wt/wl (LEVELING COURSE) SCAL�: II.T.S, 0 20' 40r 10 , 8' 1 1/2' 0" CRUSHED AGGREGATE (NORTH 7 I SOUTH SECTION)RI TE 8/6/99 T I G A [� , 0 R E G lJ N (BASE COURSE) DA_- COMPACTED SUBGRADE OR FILL DESIGNED I C. NE.GELSPACH _ TO 9571 DRY DENSfTY ENGINEERI J ftE1MMiW �) _ _ (j'--a �\ CHECKED 1 -WET WEATHER SECTION 12" TO 24" �fAW DllTV PAVB�fT SCALE: N.T.S. Dom' RUN PER SOILS REPOF.! - L GRADING , AND PAVING PLAN • t, Y!t �M Irv• ' r '. FF ,� r w� . A U G U S T f r 9 9,9 ,e5 .,'{•. • '� ,,-•. ,� . .� < , r _.t '' ,y.' 7 _. --- •r.r.r�..r� r...r ri•glk•••�•.. 0 WDartmoutrStr. ••r•"VrMMfwyt•.p.1h .. - - ._-1 r la RSy .r, 1• ;,,,� *�, SIT 1999-5 of 00068 IS ��, u I I ._� -�,.:.,..,,.. +w..w,r...•.....++uilrr�wet. -- --- ' =`,y'� "..F i., r•.'fJ LE�IBILI-T STRIP �mo � � ilnl�ni,i; �.,Jnllluun � i n .ui un�uu uu nn nn nu�nu nn1nn •'"—" Ipmm.ltm H 8 10 I 1 I! 131 14 le 1�7 i9 19 20 21 22 :?3 24 21'1 26 27 28 29 30 ,••••� CDZII1 II of l •.. I11 . I NON I • I ��'' MM I I I i III O L i :, .. 777M 1,6:' a'AII i / WORM TRDKm DRAIN STOW CH FM SPft4KU-RY `1 N Em RYd ElEV 163 73 OW E1KVV 1111&76 7) <O STORM II r PVC S • 104.1.1 i M r-- - - - --_ __---�-� ---- _ Q -- 0MIUOIF Re Y - la3.70 ,4 BTOAM V ,� O RIM e� _ ,bum - - '_ -- -- - ---- -- 8'04 - - --'-i-- - \ - -- - - _ \. \ �" \ V STC TRENCHRIM BR�y•p a r Pw w - 1611.99 I -_=Lam=-== --- ,�� - �• .v u� ae T s STORM ce sr \ ST E1 EV . 164.60 RW1 melt _ IaL94 R 6"w IE r PVC w - 181.04 _ T \ E 6' DVC N - 162.05 STORM Ce 10 LTORY Co RIM Elul - 1.8.04 RW ELEV - 177.Je � I � • :�� \ -��-�-�, , cam. - '- � _ � � r' � IE r PVC N - 183.41 IE r PVC N 176.16 STORM c5 „ STORM OUTFALLL - \ RIM ELEV - 186.3:5 E r PVC N - 166.23 II II I, \\i ��\fflp1ll TI ; i II I J \`\ iE 8• PVC S - 164.68 ( RIE a OUTFALL. - ace PC N .168.90 1E VCE a 164.40 ,9 STORM OUTFALL I I J(� STORM Ce IE 30' COW - 17a92 5 RIM ELLV - 186.57 SC8 IE r 'VC N - Ie4.94 OT,�RIM ELEV - 156.36 nI I STOP: ''11ErPVL' w - 164.75 O F\ RIM ELI', - 166.64 STOW im IE It' PVC N - 185.01 @ RW nEV - 179.33 IF IN N 24' CONC - 175.46 STORM Cm I I I I I \ U t C RIM ELEV _ 166.64 IN W S 30' CONC 75,51 IE 8' PNC S - 164.68 IIF E OUT SE r PVC - 174.37 tt STORM C ` �+ 1 4) N I \ RIM ELF.V - Iad,10 22 SPXdI MH 1 WE I AND I I \ IE s' ,-A; N - 184.43 RIW ELEV - +66.76 DELINEATION I I " J , I t STORMIE IN w te' CONC - 1 .1 LINE N I I � I� I eo 0 RIMM ELFVV- 166.14 IE 2 OUT 4'IE IN N Ir �CONIC 1 12150.04 I I I I I \ IE e' Fw: w . I s4.29 I- at 7 I I I ►'�'-<.9� I I 2 4z 10 1 �\ r M \\\ EXIT' r rJ_ �1 ,� \ �• ENTRANCE .1 IL IL IL L L ' -- �-'- I -- „--- -16•�_ _ fit' e'w ------6•w_--- I I I ----__._ 20- "'t I �___� C===� - ----_-e'w -- _ C 22 \\ _♦ I d 0000In � o �� I % .•1" \\ `I 16 � 21 I - RIM 186.11' G O \ \ I.E. 182.11 1 1 I 2 00 I �R-T�I OUT H ROAD � ----- I -------- ,i , ,, GRAPHIC SCALt TIGARD, OREGON _ sv 10 o GENERAL_NOTES _ _ _ _ - ( lN SET) U1 RELOCATE EXISTING LIGHTING AS SHOWN. PROVIDE 1 inch 40 ft. , NEW POWER FOR LIGHTING TO BE DESIGNED BY M ULVAi OTHERS. A R C H I T C T S 0 INSTALL NEW CATCH BASIN AND 6" STORM SEWER r LATERAL. SET RIM TO NEW GRADE (SEE GRADING PROFESSIONAL `ERACE CORPORA110N PLAN SHEET C5) CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS. STORM LATERAL TO 11820 Northup Way, I Suite E.-300 BE CONSTRUCTED 0 S - 0.02 MIN. SLOPE UNLESS Bellevue, WA 98005 www.mulyanny.com BY ENGINEER. Tel: 425.822.0444 Fax; 425,827-4129 O3 RELOCATE FIRE HYDRANT AS SHOWN. SEE DETAIL (SHEET C7) FOR INSTALLATION. 1 � INSTALL FIRE HYDRANT ASSEMBLY AS SHnvrN INCLUDING 36 LF OF 6' D.I. AND ALI. REQUIRED �3a1 1 ,��I ♦ _... THRUST BLOCKS AND FITTINGS. 44 10"ZO SW NMws Ave., Patord. Oregon 97 23 C) t 8031603-9033 FAX 503 140.3-6944 - � ��M�' ^s+�•el�s�or.ur.>wwx.�aa�e+�.>alawtno�r e \ J- c 0 wi 0 70' 40' 80' t /�f1 DATE 8 '6 9 1 CJ I \ D 1 �1 G O DESIGNED C._N_E:ELSPACH ENGINEER I J REIWNN SCALE: CAL`.: 1 ri^Y 4 0'- p,I T I f SITE - ' I/' T ^� 1 Q ' .. y4� �. � ` a+' g ! • IR+4�a :r �`; .! _ _ U V`� 1 V L 1 V 7eSOSWDartmoutl,Str. y� -- W. . w, _ _ v. �'•. r ?' �• { ' SIT1999-0009b - , M! STRIP Cm -LEGIBILITY ' I - lomm.lcm c a 5 E 6 9 10 I I 12 13 14 18 17 18 1l9 20 22 23 24 2S 2I6 2I? 20 29 3Q rA CD 1 C- O L 67 � ,l►l�l�l *Nit Ot I li �l�.�J1f,Wll.�ljljl� U�I+11�11►I t oa 1 i':rr 1�1' n R Y i 9BOSION. CC CSL NOTA _ 8 a ENT FENCE NOTA - ---- . A. APPROVAL OF THIS EROSION/SEDIMFNTATION CONTROL (ESC) PLAN DOES 1. T14F. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS NOT CONSTITUTE AN APPROVAL (>f N'ERIT1i IANENT ROAD OR DRAINAGE ROLL OUT TO THE LENGTH OF E BARRIER TO AVOID USE r,;F' ORALNOTES - DESIGN (E.G., SIZE AND LOCATION Of ROADS, PIPES, RESIIRICTORS, JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE 1. ALL CONSTRUCt1ON SHALL BE IN ACCORDANCE WRH 04ANME1$ RETENTION FACILITIES, UTILITIES, ETC.) SPUCED TOGETHER ONLY AT A SUPPORT POST, WATH A MINIMUM G" ALL ()F 11GARD ENGLHALL 13; IN AC STANDARDS. T S. TETE WPLEMENTAlT01N OF T}ESE EX PLANS AND THE CONSTRUCTION, OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST OR !f MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC OVERLAP 2'x2" POST'S AND ATTACH AS SHOWN ON THE OEIAiL- 2. FACILITIES IS THE RE5PONSCONTRACTOR SWILL VERIFY DEPTH !WO LOCATION OF AU_1EsILIT1' Of r,PPLICANT/CONTRACTOR EXISTING UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO � UNTIL ALL CONSTRUCTION IS COMPI,ErED AND APPROVED AND) 2. THE FILTER FABRIC FENCE SHALL BE INS"ALL.ED TO FOU-OW THE BEGINNING CONSTRUCTION. ° VEGETATION/LANUSCAPING IS ESTABLISHED. CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED C. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GFROOND 3. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING A M"MUM OF 2'. CORNERS. 4 THE CCNSTRLICTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CONTRDESTROYED M( MEpnS SHALL OR AN APPROVED SURVEYOR. yL BE REPLACED BY THE CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHAD_ BE 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL E?INRIAL OF ALL EXCAVATED CAVATED MATERIAL FROM FILTER FABRIC , ICE 4. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST ` MAMNTAIND BY THE APPUi:ANT/CONTRACTIDF FOR THE DURATION (]F .L H 7 CONSTRUCTION. INSTAL ATION SHALL BE BACKFILLED AND COMPACTEL COMPLY iMLTH ALPROVISIONS OF ORS 757. 41 ONG THE 5 THROUGH 7 5 .571 D. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN Fi:?1RE DISTURBED AREA. INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND CONJUNCTION MATH ALL CLEARING AND GRADING ACTIVITIES, AND IN 4. STANDARD OR HEAVY DUI 1{, TER FABRIC FENCE SHALL Hek- FACILITIES ',T LEAST FORTY.-FIGHT (48) BUSINESS DAY HOURS, SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN' MANUFACTURED STITCHED LOOPS FOR 2'x2' POST INSTALLATION. WAILH 'jv NO ENTER THE DRAINAGE SYSTEM, ROkDWAYJ•, BUT NOT MORE THAN TTN (TO) BUSINESS DAYS BEFOREOR VIOLATE STITCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE S 246-6699. APPLICABLE WATER STiMAROS. SLOPED AREA BEGINNING WORK. ONE CJ{(1 NUMBER IS /� ' E. THE ESC FACILITIES SHOWN ON THIS FLAN ARE THE MINIMUM SE R �.CNERAL NOTES REQUIREMENTS FOR ANTICIPATED SIT CONDITIONS. DURING THE 5. FILTER FABRIC FENCES aHALL BE REMOVED WHEN THEY HAVE CONSTRUCTION FOR THESE ESC FACILITIES SHALL RI UPGRADED AS SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE SLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. I. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE NEEDED FOR UNEXPECTED T D STORM EVENTS AND E ENSURE THAT SEDIMENT PLANS AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD AND SEDIMENT--LADEN WAIEP, DQ NOT [PAVE THE SITE. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY F. THE ESC FACILITIES SHALL BE INSPE�TED DAILY BY THE APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND ENGINEERING STANDARDS. APPLICANT/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 WADE IMMEDIATELY. G. THE ESC FACIL1T1ES ON INACTIVE SITS SHALL. BE INSPECTED AND 3. USE 1-1/2' CRUSHED ROCK BACKFILL ON AL . BACKFILL .L UNDERGROUND UTIUTIES MAINTAINED A MINIMUM O (INCE A MONTH OR WITHIN THE 24 HOURS '-1O '"� FOLLOWING A STORM EVENT OUTSIDE IMPROVED AREA CAN HE SUITABLE NATIVE OR COMMON MATERIAL AS � .-_�'-� ��+' H. AT NO TIME SHALL MORE NAN ONE F007 OF SEDIMENT BE ALLOWED TO SPECIFIED IN CITY OF TIGARD ENGINEERING STANDARDS ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND - -- _ Lxr _� 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF CONVEYANCE LINES SHAD- BE CLEANED PRIOR TO PAVING. THE -- O.S.H.A MIO IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND iz (LEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO A 4 TRENCH PROTECTION OF WORKMEN. THE DOWNSTREAM SYSTEM. L 5. RIM ELEVATIONS OF I. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE MANHOLES MIO CLEANOUTS WITHIN PAVEMENT ARETV" 'h" APPROXIMATE. FINAL FINISHD RIM ELEVATIONS SHALL MATCH FINISHED BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF t��-rp- PAVEAdENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6' ABOVE THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE FINISHED GRADE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. q au t RJ,T BAR SECTION A-A 6• ALL S.-ORM SEWER TETING SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE PRIOR TO TESTING). NO SEPARATE PAYMENT SHALL BE INCLUDED FOR THIS WORK. TEST RESULTS r-' x 3 SHALL HE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE W + 12' _ PROVIDED '0 THE CITY, BY THE ENGINEER, FOR APPoOVAL �� yy TACK ALL EXPOSED nNATERIAL -- 7. ALL PUBLIC STORM DRAIN TO BE ADS N-12 OR PATCH AC TO GREATER OF 3' 6" CONCRETE SEWER PIPE AS SHOWN S THE PLANS. OR EXISTING THICKNESS EXISTING AC FLAN SAW'CUT ALL PIPE SHALL HAVE RUBBER GASKETS AND BE WATERTIGHT. 8. ADS N-12 TO BE MANDRILLED, AS PER Uc., STANDARD. e } - 9. ALL STORM SEINER SERVICE LATERALS SHALL TERMINATE 6' BEYOND PROPERTY --- 6 ON, AND SNE UNLESS HALL BE P OGG D TTOEPREVENT�DIRT DD BY EDE RSINFROM�EINTERING PIPE IN ACCORDANCE WITH CITY OF TIGARD STANDAPDS �. aro• X 7 1/4' FLAT BARE �, ° ° 0 0 0 0 0 06-11 0 O° O 0(p~ � 0 0 O 0 ��O O 0 0 ' ��- a �' �'-; 00,00 0 Qo 00 00 0°00 0 0 0°000 ° 00° o°o° ° °U L)° °° WATER SYSTEMA GENERAL. NOTE o0 ° ° 0 p ° o0 0 0 0 0 00 00 - - S ` s. 0 0 000 00 0 o 0 0 � o 8 o 000 00 0 8 0 0 0 Cbl - - 00 ° 0 U O O _� 0 0 1. All WATER SERVICES TO Bc 1' COPPER. 0o G� O ° O ° ° _. ° 0000 000 O° 2. ALL WATER LINES AND APPURTENANCES SHALL AE INSTALLED IN ACCORDANCE g o(p 0 0 0 0 WITH CITY OF TIGARD STANDARDS. ALL WATER LINE SHALL BE DUCTILE \ 30' MIN. 00 000 O 0 8 IRON CLASS 52. - EXISTING-� 0° ° 0 U O° �^� 3/4" - 0 3. MECHANICAL JOINT FITTINGS SHAM CONFORM TO AWWA C 1 10 AtdO SHALL BE OF A. 0 0 BASE ROCK °00000 - 0 �-CRUSHED ROCK CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. y 1 z' .0e 000 0 000 O - 0 O 4 ALL WATER UNE TRENCHES WITHIN THE PUBLIC RIGHT--OF-WAY TO BE APPROVED ouTTO awM� +-B - - DO O O o0 U °0 ° p WITH SELECT 1-1/2' CRUSHED ROCK. • \ e a BAR x/11' \-314r x z- n.AT om ° Q� 000 O (� OOQ�� 5. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON P1 AN HMI's�"Igo SECTION B-B O 0OO 0 000 O 0 PRESENCEYOwA CITYRNLINESPER TtPR CITY OF YjDE 2IGARDRS NDARD), INESTERESULTS BEDDING 3/4" - 0' SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE R.WE / CRUSHED ROCK PROVIDED TO THE CITY, BY THE ENGINEER, FOR APPROVAL. �R.UIE AND GRATE 41ATF•RIAL SHALL. BE FLAT BAR STEEL S,R APPROVED EQUAL _ ADDI11rWAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE 6. ALL FIT'1NGS SHALL BE THRUST BLOCKED PER CITY OF TIGARD DESIGN MANUAL.. HIGH NAT' APPLICATIONS. 7• ALL EXISTING PAVEMENT TO BE REMOVED FOR THE INSTALLATION OF WATER UN�S SHAIL FIRST BE 'T' SAWCUT, 6" TO 12', PRIOR TO PAVEMENT REMOVAL.. ARB AND GUTTER CATCH 8. PRIOR TO BEING CONNECTED TO EXISTING BASIN FRAME AND GRATE S G WATERLINES AND BEING PLACED IN SERVICE, THE WATER TINES AND SERVICES SHALL. BE FLUSHED, STERILIZED, NOT TO SCALE ALL IN ACCORDANCE WITH CITY OF TIGARD STANDARDS, THIS WORK SHALL \ (3 T-CUT A t BE PERFORMED BY THE CONTRACTOR. ELM � - ___ +' NO 0 CALF DETAIL 9. ;TTY OF TIGARD ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION. A � I � I _��=_� A J a' no � erica No. a.Me a - T } ra 1 x AT e• O.C. 10. CONTRACTOR SWILL MAINTAIN A MINIMUM COVER OF 36' OVER THE WATER LINE. L • -- + a ,/r� wa. BMaI r'A 11. WATERLINE CONSTRUCTION UNDER EXISTING PAVEMENT SKALL BE SAWCUT AND EXISTING PAVEMENT SHALL BE REMOVED. SURFACE" RESTORATION SHALL BE A SEE DRAWING THIS SHEET WA r-� i/_' MINIMUM OF 3' A.C. ON 8" AGGREGATE BASE OR EQUAL TO THE EXISTING 0 POINT •A• d' OVERLAP (TYP.) ► ► ► • FOR FRAME AND GRATE - -� -�- SECTION, WHICHEVER IS GREATER. POINT '6' I _ _ 2 0, SIDEWALK ADJACENT TO CURET STREET QENERAL NOTES HECESSEU CURB INLETS TO BE INSTALLED I- I '-- - / r �� B-x.-11 -� 18" CAST IRON 910 1• c I STATK)NING IS BASED UPON STREET CE NTERUNE UNLESS OTHERWISE SPECIFIED. I� B HOOK BAR PLAN -T- Q VALVE BOX TOP 2 ADJUST ALL MANHOLES LIDS AND VALVE BOXES TO FINISHED GRADE. �EC'f1GN A-A DELA 18" 3' MIN. BREAK FLANGE SIDEWALK I, I ' PLAN VIEW MIN 6" MAX. I 3. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. IN ACCORDANCE WITH DRAWING NO. 1408-ST '�' � HATCH 4. STREET LIGHTING SHALL BE IN ACCORDANCE WITH THE CITY APPRO`-�D LAYOUT, I. P(L,'!NT 'A' MUST BE A MINIMUM OF Q' H,GHER THAN PANT "B'. �a"� ^'�' A ` + 5. UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE r 2. (2) 1'x2' WOOD STAKES PER BAG '+MEL BE REQUIRED FOR STAKING j LE 40 PVC hEXI--Nf.�ED BAGS OR APPROVED E,�UAI /4" DRAIN R TO 6' PAST RIGHT--OF-WAY LINEC WITH 36" OF COVER. BO- �p , '/2• M0. a Ira t BO-BAG DITCH I-nOMC K N CURB _ �-- TAR PAPER (MOISTU 6. SAWCUT - ;RAIGHT MATCHLINES TO MEET FXISTING PAITMIE WITH NEW Nr PO a0''` t; /- 6" DUCTILE IRON PIPE PAVEMENT. NOT TO SCALE TOP of o► rle�plpn ,. RES DRAIN ALL JOINTS W/ '►.' -'►: '.. .: 'Q PAVEMEVT , �' ' . �' 7. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRIVEWAYS PER P. ,_ .a: . ' 1 FIELD LOK" OR EQUAL GASKETS E �.y -- �---- - CITY OF TIGARD ENGINEERING STANDARDS Q WEEP Q a 8. THE REQUIRED DENSITY POR TREATED AND UNTREATED SUBGRADE MATERIALS HOLES ' A fi MFGALUG RETAINER SHALL NOT BE LESS TITAN 95X MAXIMUM DENSf1Y AS DETERMINED BY FILTER FABRIC MATERIAL FILTER FABRIC USE 5nTCHED LOOPS A' �' ! AASHTO T-99 30' WIDE ROLLS MATERIAL OVER 2'x2" POSTS GLAND (EBAA IRON) p. now,, �. MAx • . o/3 Or oa,err. +OJU oelr. 6' GATE VALVE 9. TILE CRUSHED R(X K BASE FOR PAVING SHALL BE COMPACTED TO 95X OF MAXIMUM ,/T 0r a"'. JomCONCRETE PIER .; �, �. :,.�, : MIN. BLOCK 10 FLG. x M.J. - / DENSITY USING AASHTO T-180. TIGARD, OREGON A " - d I ;.•.. .�I D F WA L K WITH PLANT[_R --� 2.0' t� 10. T'HE DENSITY O[" ASPHALT CONCRETE SHALL BE AT LEAST 91% OF RICEBONN M.J. x 6" PLG. I�E THEORETICAL MAXIMUM DENSITI AS DETERMINED IN COP'rORMANCF. WITH 1 1 �•. ea H1101 + QTR I P Al C I..J R E3 (� AkSHTO T-209 AS MODIFIED BY OSHO. B+a oeTAtL .v�� 'T s. . �, •. ��: SIDEWALK { -- °L ". 'd• •' p.4 ►.;.a ':;'; 3" MIN. ©R �wC E 11. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER CITY OF TIGARD, " � MAX WASHINGTON COUNTY, AND M.U.T.C.D. REQUIREMENTS. -- e` -4 4• 03' I a' �-e 1 -� .�A.'• .�. � rye+. , ,n. �. .--:-T•.----_.�_.._._, - --I mu L� I 12 OWNER TO PROVIDE ALL TESTING RESULTS AS REQUIRED BY THE CITY Of A R C H I T C T S ERQdLY1f:YY E yIEW SECrIGN A-A SECTION ©--B f,` ' . , NOTE: 4 • ' 13. ACCESS TO EXISTING TRACTS OF LAND SWILL BE PROVIDED FOR AT ALL TIMES. NOTES: ' .' ;a..� , , ;a• 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4 PROFESSIONAL SERVICE CORPORATION ANCI.E BOhI ENDS Of FILTER �ABRIC :A��..''•' - � 4. ; FENCE TO ASSURE SOIL IS 1T.APPEU �• MVO 3 PORT - I"WO 2 1/2* PENTAGON OPEPATION NUT, OPEN LEFT WITH THE FOLLOWING: 14. EROSION CONTROL, DRAINAGE CONTROL AID DEBRIS CONTROL SHALL BE PROVIDED CATCH 9ASIN To BE CONSTRUCTED IN .4CGORDAMCE WITH , C_47D A. OIL RESERVOIR FOR AT ALL TIMES; AND SHALL BE IN PLACE PRIOR 1TJ COMMEN(:EMENT OF B. BRONZE ACTUATION NUT 11620 No•ti5up Wc)y, Suite L-300 e" of 3/4' C(>AAPKTED SASE MATERUSL CONSTRUCTION. UNSATISFACTORY PERFORMANCE IS G'USE FOR TERMINATION OF Bellevue, WA 98005 www.ryvjlvanny.com C. BRONZE SEAT RING ALL WORK AT THE SITE UNTIL CORRECTION O CrURS SACSFACTORY TO THE CITY. Td: 425.822.0444 Fax: 425.82.2.4129 r-��- �PAM>�M11M DEPTH OF $TMN,,ARD CATCH BASIN TO BE S. FROh1 TDP OF GRATE TO Ft.OW UNE SECTION B--B D. WEATHER SHIELD CAP yN11�cED Yx2' E. SAFETY SLEEVE COUPLING RUST^ ?NO ATTACH PRECAST CATCH BASIN: F. THREADED NOZZLES WITH "O' RINGS _ MINIMUM WALL hgCKNESS ro BE 3' G. NATIONAL STANDARD THREADS Ii�YlEID( REMIi�ORCEYEN7 TO REBAR YEETINO ASTM AAl13 GRADE fl0 OR WELDED WIRE MEETING A 2. SAFETY CHAINS TO BE REMOVED. `'a P 3. HYDRANTS TO BE PANTED USING R-1317 SAF'E'TY YELLOW OR AN e1-TERNATE APPROVED �a�11 # D a a 1 o m 1 N c . FENCE BY DISTRICT FINE MARSHALL. - CllTTER AND CURB CATCH BASIN 4• HYDRANT TO BE INSTALLED TRUE AND PLUMB. NOT SCALE 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. 104M SW N*4w* Ave., PwtWn0. *mW 97223 /^� NOT TO SCALE 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. Ora" *W31003-0933 FAX 903!003--9944 l r 7• VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVP=C r ,�' C0 WH \ BY ENGINEER. J1� C_� 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. C./I {-� Ar>An1M F. WAM "° 'cA`a _ 0 20' 40' BU' T 1 G A� R D f 0 R E G Q N ;°s'a1l�e" p„8,..,I FIRE HYDRANT onw NO. DATE I C_ V �,w "on M LAIr41 I"@ INSTALLATION ,(Iry DESIGNEDI_ C. NEG'ELSPACH SOON! INCA&MR 5 1 2 ENGiiNEF_R I J RElA41NN TSC-ALE' e I CHECKED 1 --_ i A low DE 71 LLL i • i. . , .R- d• 1 "'.n'� �ri,�� r rrr� - .��FA./,r�.r�....� - I \ 199,q- 'i y ,',';' r 7x50 SW Ihlrtmoulh St}. IT�••• - ,y,,j� �. •'' �_ _ '?. «, p r.. _ , a •.y:. t 7 SIT 1 1 1{_•, . :i., 99.00088 ♦ �h .-_-.r... ..-. --w•-..../I�.au.rw.M. _..- , c}� �y 7 of 18 i• -t� CIT' _._ _ r-•,, � ci � �R ��. �1 � =ti � � 1'. LEGIBILITY STRIP _ to, cmI 3 d 6 7 A 9 10 Til 2 3 a I (6 e 9 11121h111112IIIIIIIIIZIII2IIIi11121I13111i112hilIIll2lIIS111111121I®Illlllzlhll�llll��llill2 ullllll30 �. CD t l I I Of I,IIII' .... I I,I i I I.I I '11111,10 1w,III '1Ali Y I 040141 08100 1001 m i •. a'rw,,.y��A�IM�.Xlligw',+��iY1V�.1�.r....WIP ia.4r .. . ,. r :.•i�w �..'4 e�4. it f:. r \� SEE LANDSCAPE PLAN FOR REQUIRED LANDSCAPE IN THIS AREA. 6• ///.//\\///\�� 6' MIN. FOR SEE PLANS ENT sEcTION 2. EXISTING SURFACE GRADE '0• —12� ALL NONMETALLIC PIPE SHALL HAVE AN TOP OF CURB AT AC GRADE ELECTRICALLY CONDUCTIVE TRACER WIRE BACKFILL ABOVE (18—GAUGE, INSULATED COPPER) FOR= PIPE ZONE LOCATING THE PIPE IN THE FUTURE. 3/4'-0" CROSHEU ROCK BACKFILL a\ IN PAVED AREAS. GRANULAR It! AREAS?Ci trILL OR TOP OF CURB U 5' ABOVE AC GRADE ` O APPROVED NATIVE MATERIAL IN 6..— °°G°° OUTRIDE OF PAVEMENT • °r° EXISTING MATERIAL SEE �"NOSCAPE PLAN FOR REQUIRED — 1 �0.�� PIPE ZONE LANDSCAPE IN THIS AREA. BACKFILL 00 3/4'-0" CRUSHED ROCK OR SAND XX' \ \ ° \ I �t4 REBAR °°° /�/�/ / 0- 1 r , STORM AND W41TARY SEWER 0; l C + i— 3/4"--0" CRUSHED ROCK i�` e \//�\///�\//�� 1--� 1 h•T O O� NOTE: 304T .♦ 4"MIN. �� 0 1. BACKFILL IN 6" LIFTS. 1. CONCRETE SHALL BE 3000 PSI AT 0 0 2. COMPACT TO 95% OF MAXIMUM RELATIVE 28 DAYS PIPE ZONE / DENSITY PER AA5HTO T-99 IN PAVED ORt�-----1 U — — --�{ BEDDItoG GRAVEL SURFACE AREAS. COMPACT TO NEW CONCRETE SIDEWALL( \\///\�/� ? 2D40 /4 REBARWEL INTO A�MENT WITH PIPE O.D. — 90% OF MAXIMUM RELATIVE DENSITY PER AASHTO T-99 OUTSIDE OF PAVED OR \ PLUS 18*MIN. • �-CT1Q�_A-A GRAVEL SURFACE AREAS. PAY WIDTH 3. USE OF NATIVE MATERIAL FOR BACKFILL { FOR EXCAVATION AND BACKFILL TO BE DETERMINED BY ENGINEER, Y r� TYPICAL 4- PARKING STRIPE WHEEL STOP DETAIL SCALE: NTS STANDARD TRENCH DETAIL SCALE: NTS tai GENERaI NQjf;j- 1, BASIN SHALL BE CONTINUOUSLY WELDED, SIDES AND 80170M SHALL U 8. PIPE BE BUTT WELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED. UK 04.41114M TO 2. ALPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN ENTANCE 1 8 �M1° ,V'e• CLEAN OUT. "'''D RAMP DETAIL l' 1/ 3. BREAK SHARP CORNERS AFTER WELDINGS. I SCALE: NTS4. ALL CATCH BASIN GRATES SHALL BE SECURED ED T 0 THE BASINS q I � I FASTENERS, SUBMIT METHOD FOR REVIEW 1_ USING BOLL'S OR OTHER APPROVED BY ENGINEER. Lf" STANDOM CAP ttlr>N ORM am Qt• TICK - 2%%Tm I54t mL) dellW IT t1D11f THIM Ar+llavnC4vTED 3 �' 12 tttisrALL ,-t/� O►► 1 1 / � OM WM l i t MEEP110A[s OM•ALL 1o• — Io• tdr0 11IIiH 1/♦ PIN (rAtslpr 31M IDtCIPT Ounp WITH a • 1/4• slil STL @ TS) DEPTH TO MATCH T om DEP130 _ r clort. 3 16 I 1 ♦•AMOK OUTLET / �>� �'-0' NN. SEE OCTAL ►►)" 3 1 E ♦C GEMS METAL (TYV.) DMY 1. ♦• AND SOTTOL ,. CM,CULATED LE OUT (TIP.) nt C t AS SHOWN ON PLANS SIiTi�uf lumm STANDARD CATCH BASIN SCALE: NTS - TIGARD, OREGON MU A R C H 1 7 C T S PR RSSIONAI. SERVICE CORPORATION 11820 Northup Way, Suite E-300 Bellevue, WA 98005 www.muknny.com Tel: 425.822.0444 Fax: 425.82.2.4129 a nr 0 1 1 ca N 1 N 0 104'30 SMA NMnhu. Ave.. Porttond, Orogm 27273 E IN%31203-W-0 r= x: 503AIBall-224+ T C 0 VV d 0 L �` A L 0 20' 40' 80' DATE 1 8/69 T I G A R D , E G 0 N DESIGNEDI C. NEGELSPACH ENGINEER 1 J REVA4NN SCALE: 1 "=- 40'--O'P' CHECKED t >: ETAILS . ' *' •; L . - �.�� s.w. sr �.. �..�. �s r .r r r AUGUST y '••/ r_ ` 7650 SW Dartmouth Str. . ? 0l6 1999.00066 6 '`. rr ► L , r , _._ ...- .. _�_w._.-.-..._.._ a » ...-....__..._.....—. .-.._.._..a..._............ .......w.-_-•-..*,_r—,.,..�.. ...nr.-®...a..+..�.enr.a.,+.+w+.�•.a..++.�....,....*..,+...+....wud.....-,.......•n...rr ... ''' ... •? - • , d r•S � , V . , , , y^NF , . ., `+ ��y,- T•1 s �l, '�' cm I c � un nn ilii ilii uii uu nil ilii qui„�, LE61BILiT1 STRIP rt8 5 � a � I I I I nnlnn ni ��i�,u i�u nil nig nig nu iiia ._ lin ini iiu iui un ini ini ins n � nu � inn�nn�niijnu�iiil�nu�uu�un� IIS III I>� 13 14 10 17 18 10 20 21 22 23 24 215 28 27 28 20 30 LI II OI CD _L111411111111 I,lldd�jjljh III 1 1 NOMI . 1ON 11111111 Will g�9 ,, .. •y, ,. . _ II NA 0 00 i0o kpow, ,. i VAMANALE PROJECT TEAM VICINITY MAP sCAI£. N.TS. APPLICANT ARCHITECT CNIL ENCINEE + FaLANNNVC SURVEYOR LANDSCAPEARCH_ T: �;, WI COWHOLESALE MULVANNY PARTNERSHIP ARCHITECTS WRO DESIGN INCIU WRO DESIGN INC. WRO DESIGN INC R RG DESIGN INC. — • , - _,-� CONTACT- JAC[IB FRAM[ CONTACT: [EN PIN[OSCONTA(,T. JON RT3[MANN, P.E. CONTACT: CHRIS BERNdARIYI' CONTACT. TERRY L GOODMAN, PLS CONTACT JJE" SIT+[PSON i � ` �`>'; _' • � � � ! � 999 LAKE DRIVE 11420 NORTHUP WAY 10430 SW NIMMBUS AVE STEL RA 10430 SW NIMBUS AVE STE RA 10430 SW NI1�BUS ,AVE STE RA 10450 SSV NIMBUS AVE STE RA •- p1w ISSAQUAH, WA N027 BELLEVUE, WA 90004 PORTLAND, OREGON 97223 PORTLAND; OREGON 97223 POR'T'LAND, OREGON 97223 PORTLAND ORBOON 97223 � at - PHONE - (425) 313.6280 PHONE - (425) 1224444 PHONE • (50� 603.9933 PHONE • (303) 603.9933 PHONE • (,803) 80}9933 PHONE • (303) 603.9933 � PAX • (425) 304105 PAX • (423) 8224129 PAX • (303) 603.9944 PAX • (393) 603.9944 PAX , (503) 603.9914 PAX • (503) 603.9944 EMAIL • JPReWRGI>LCOM EMAIL • CJBeSVRODUDOM EMAIL • TLG*WRODACOM EMAIL • JKSeWROD:COM - I. s� _J71 7m7TTm7TL--- \%% a \ n al d 4 U Nf tt MIN DrowAnoN K. LINE_ n .b I , I 11 n \ It j I I U INDEX OF DRAWINGSn \ — 11 U I C1 COVER SKEET 1 ti C2 EXISTING CONDITIONS ---� "T , C3 DEMOLITION PLAN t F1fTRANC( d i 1 ' C4 DIMENSION/ SIGNING AND STRIPING PLAN CS GRADING/ PAVING/ EROSION CONTROL PLAN b C6 SITE UTILITY PLAN C7 DETAILS C8 DETAILS _ - .....-...-;.............. c= _� d 4 c=' � � Approved, Conditionals Apr*'"**'**'*'***. v �� . ......... ..........I For only thu Work as do ' ;rid irr. PERMIT MO.`��'>♦ 44-mo0� — Sae Lettar to: I=. ................ . JobAddres� .SLt7 By. C:-:D d 4 _ -- 1_l_�- - i pAATMOUTH ROAD �a��Ptl,�` MU LV Sc/:� �"�E A R C H I T C T S r� PROFESSIONAt SERMCE CORPORATION 11820 NorthupWDy, Suite E-300 ��"•fir te.,. Bellevue, WA 98005 www.rWlv(jnny.com Tel: 425.822.0444 Far,: 425.822.4129 (I III RE VISIONS: SITE MAP E R DATE — 2/3/00__ a g e r c+ tv t N c . SCALE.• N. T.S. f 1. CHANGES MADE TO ADD ADA ACCESS FROM BACK OF THE BUILDING TO DARTMOUTH ROAD, INCLUDING 10450 SW Nimbus Ave• Pcelond, OrW 97223 ALTERATIONS AND ADDITION OF 4 5031603-9933 FAX: 503 1603-994A APPLICABLE STRIPPIIr;, RAMPS, THERMOPLASTIC AND DETECTION *R-LA«&$CA+c AROW7MTSe9U M.TORS STRIPES - PER CITY OF TIGARD REVIEW. Alk 0 l -- DATE �I DESIGNED C. NE'GELSPACH NEER i I —F ( -� 0 , -- ��----' -.--J VV�__. ENGINEER J RE7INANN: _ SCALE: l . T.S CHECKED T f G A R Df O R E G O N , Ci COVER AUGUST 6 1999 t '�' SIT 1999 00066 1� ----- — - 76 S tr � 0 W rtm v •�' � / 5 Da ouch S _ �r'� �"' - e .. � � .. ;� q.• r.. Sof 16 r cmo II�,iIIIII IIIIIiI!i 3 lllllllllllllllllllllllllllillll!Illllllllllllllllltlli nllill+ IIII I X111 IIII IIII IIII IIII TUI IIII IIII IIII IIII IIII IIII II111111211 I IIII IIIIII11 IIII Illullll IIII IIII IIII IIII IIII IIII IIII IIII IIII II!I IIII q I LEGIBILITY STRIP ` 21 dddl 1d 91 7t 91 61 1 i 1 I 1 I I � � � I I 1 � I � I _--_--ST to I'I I12 l4 18 17 IA 10 20 2I 22 23 24 25 20 27 28 20 30 IOmm.I cm ou C D ZI II Of j' HOW • t oa 11441111,111 aw _ , LINE I �_--( " '""•--_�.-__ . / r / �/ 3 =MM TAk r NOTFS STORM st W&A NOTES: �__ , ---• !' ---- --- -'�= "`.`-._-"'-1'- -1i�, --� - _ , -, s'-•�`�' _ \�°7`.\� - �:/ GIIEASf TRA1 � �EPARATOfi O N ENU Rt�ELEDRAIN 18.3.77 1 j 5TORir tX3 '_`C--_. ^ �. -� RIM iv-21 @ w ELEv 1 \\__ 03.76 IE S' PVC 5 - 194.13 E W W 6' METAL PIPE - 151.62 STORM �' n `' 4• + y L _ PIPE 1 1 TREl4t71 DRAIN IE OUT E e' ME1Al 9 .62 `J MIDDLE RIM ELE4 83.70 ST ce SANITARY SEWN STORM TRI4C>4 DRANO EL - 183.29 ,i:�,�' '�'r. •, !�J►,. +t, �-wy (r, if +� "`•"•F!. 'D, '- z': •�� •J GREASE TRAP / SEPARAJOIR 06 END RIM ELEV 183.6., IE S" PVC W . 1 1.59 I I� , >l.ya a" , i •, 2 t, i s. ,tlY+ v'e `� :•.: " :�. \\ \, \ RIM - 107.22 STOftm Ce IE IN W 6' METAL PWE 184.75 4 E STORM 00 TS RiM ELEVV - f82.94 E 'JUT E 6' METAL PIPE - 184.44 G)RIM U V - 18•4.60 IE S• PVC W - -2.81.04 IE S' PVC N - 182.95 \ ` .!`. ! + ' •T r 1r. '� '� r� 1' jP l+�(1 r; SANITARY SEVC4 MH STORM sTORrI �- - RMI 220.55 O 16 ce ^"�S Ay."+1 IE ,Iv SW 8• CONC - 20,0'.42MM ELEV - 1&.,04 RIM EIEV . 177.be 1 EXISTING \ .�\�\ \ �� - � -�- �,� \ 4 ,• .,y �! 3. ~ IE ouT NE e• CONC - 205.!3 8' PVC N 1f! a E 6' PVC N - 178.1e G BUILDING WALL ``•�-R��-T-C �i .. ,' or 7► ., t' is •. \ t F STORM C8 STORM OUTFA11 1 SANITARY SEwlq MH `,/ 1�RIM ElEV - 166.33 IE 6• PSC N - 169.23 4 �• d t ".. r O RIM - 225.09 IE IN SW e' 0MC PVC S 184.88 ! ! - 204.33 (1-8),STORM OUTFALL I I EXISTING BUIL ° n ; #1 , ; W OUT NE e' CCW- - 204.2u U7 �- 188.08 IE e' PVC N 1e6.90 I J t DIN sg. r WALL O 19 E SANITARY SEWER MH IE 8" PVC E - 184.40 STORM OUTFALL \ '• �(' } \ RIM - 225.27 (( 3O' CONC N - 171192 e• IE IN SW COPC - 203.95 STORM I - 186.37 TORMM l$ E s' PVC N r 104.94 O RIM E7EV - 186.36 IE OUT !L 0' CONC - 203.90 RIM 20 STORM C8 I A ' SANITARY SEWER M11 r q� � E 6' PVC W - 164.75 ( I .�-r+� •i. ritJr r \ RIM - 223.26 � V RIM ELEV . 166.64 STORM MH + \ 4 IE IN SW 6' ,:INC - 203.2.421 _.�', \ ! ! • ` If OUT E 8• CONC - 202. E 6' PVC N - 185.01 RM1 ElEV 179.33 98 I 1 j ♦ - '-�• {, ,. ' ,�,:,. ,y \ IE W N 24' CaNC - 175.46 STORM (e /yam 10% ElEv - 190.64 1 1 � I i I � , • ' •�• � +b � ,i,, "- .W,.' \\\ \\ s SANITARY S'cWEA MH t0 � IOW 1S' PVC - 175.31 I \ 7 E e• PVC S . 184.00 S 30' CONC 174.68 O RIM - 208.48 E OUT SE e' PVC - 174.37 IE W W 8' CONC - 197.33 11 STORM C8 1 D 1111 1' 11 ` 1-^ I ! 1 I I''r�,' 1+ r,i i`� ►� ' i \ 1 If OUT SE e' L NC - 197 02 O RIM EI EV - 18610 22)STORM MH WL nAN / DELINEATION ( J / ' t' 1�){ IE 8' OW N - 164.43 M ELFV - 166.70 LINE 1� 1' �1, I I WF' 1 ` •M ;� 1: �" \ I� SANITAN/ SEWER MH IE IN w 18' CONC - 1s0.10 I J �'., + .""' Y v \\ U RIM - 202.26 (7 STORM OB IE IN N Ir PVC IRhNSFORMER pn„ :�, yS �., i;µ.4 •,., i y ;.. ••.,f • \ IE IN NW 8' PVC - 1',16.03 U RIM ELEV - 186.14 IE OUT S 24" CONC - 1180.04 \ \`\`� \` I r _ - \i i t +' ! f� }. •' �\ E OUT SE 8' PVC - 195.68 IE S' PVC W . 184.29 11 ! RECEIVING J r \70, N, 00c 1 1 1 ,� • ' , EXIT �' EXISTING\ •. T� i'• .♦ t\\�� 0 S G AC PAVEMENT 4% i •' \ \ \ ENTRANCE \ J \ 0 •i 1` 1 �, �\ \ �• ! r r• 1� M �. ��\� ;e EXISTING CONCRETE r,,-�-a�. .\ �'� ♦ ��\ \ \ \ �_ y�l�y�� ► r s� t •` ^ ,'t _ EXISTING 5 f1 CUNTOIJR 1 FT �ONTOUR r� •` r. � • 'r -•�a_A,,_--i-� \r _/ \ r 1 1 t \ 1 h._ ' �• ' 'CYO' ' n ' / .L E'1 1^ +r-� \ \ -. u" EXISTING CURB • , ��i� � ill mss`-�""T , •�• ,: \. `��r^-•4 . ..,,y7 4 �� r` �� „- - ., i `), I•, EXISTING STRIPPING lrw. .t, �\ � ',••. :. T ti ^Q•M, ,-..,,,t .w.....�.,., ~ ,...,., -•-'„�,...;r ��~ -' """4'�,•--.�4 EXISTING WATER LINE _ - I ;\ \�\\ .A2,! t ,'• �.+ 1 J : EXISTING G WATER LINE TING STORM DRAIN IN LINE^ EXIS EXISTING SANITARY SEWER LINE ` \ :1 1 I �/ y I •• /' -....}� ,...:.,, '+ I I __ _ arvl?-.. EXISTING POWER LINO. \� \ \\`"'_ ,1 y ` •i., .'.• �,; � .. -� r •f, ' I X EXISTING FENCE LINE SMEAEXISTING BUILDING; EXISTING RETAINING WALL- ` �•�__ ti t��_��\ i' � •� ` •,bti i• '� ..�,� .1 + �, '• i• 't �'• a ♦ I � _. .._ . - .. .. EXISTING ELECTRIC UNE � ��s^�''-- .-=---"--•_ , I ://,1/� ,, ;yet • ,`_4• `` F 3, , ... � ! .+ "{ti•' ''' ...'�iy?��',Y? I I' ' �- ` ` t _ ♦ q --- PROPERTY LINE J 1 e ' M ,; ,', r ^ 1' i A EXISTING, WATER VALVE EXISTING HYDRANI o 0 o EXISTING BOLLARDS \ \ ------k'_ 1 \ ,, "t Jy \ 11 3• J ,< EXISIING TREE ISLAND \ \ \ !� j ► `� ! ' ^ j a EXISTING ELLIPIIC'AL LITE EXISTING Box STYLE LUMI \� i'� "' Vl'. F: I • EXISTING BOX STYLE LUMINAIRF(SINGLE) `, \ '` 1 + �"� "yam-r.a'� I. '• l I,r.t ,y' ., • i / 1 I b EXISTING SIGN 1 I i A � r S I 0 EXISTING HANDICAP PARKING SPACE 1 �'� \\ DOG ~�Q,. '• t >: ��•' I I� F�i' 1 qj V EXISTING DOWN GUY EXISTING MANHOLE EXISTING JUNCTION BOX 1 a \` r� • 1 t +.'I ��". 1. �./ ! ' r4. i I ► o EXISTING CLEAN OUT EXISTING POWER POLE o EXISTING MAIL BOX ell 7 r it WIN GRAPHIC SCALE T I G A R D, OREGON 40 Xr o 40 ( IN F££T) WASHINGTON COUNTY BENCHMARK NO. 402 _ - - -- - - --__ - - 1 inch = 40 ft. BENCHMARK ELEVATION - 219,86 FEET (NVGO 1929 DATUM). MULVA THE BENCHMARK IS A BRASS 01,-y ON THE PACIFIC HIWAY (99W) OVERPASS OVER HIWAY :17, IN TF,'E CURB AT THE SE CORNER A R C H 1 T C T S a THE STRUCTURE. PROFESSIONAL SERVICE CORrugAT1ON 11820 Northup Way, Suits. F--300 Bellevue, `"IA 98005 www,m,Avanny.com Tel: 425.822.0444 Fax: 425.822.4129 p I N Q N , N C 111 14.064 �ri•.'„� 10460 1W Nknbu• Ave., Pnrtlar4 Or"on 57223 *80J 1803-"33 FAX 303160.1-INT" c 0 - __ r1_3 ` I OLMSfR 84040Rf•l//DN!Jlil MOIn[CA•t1UR1R�C11� �x r,ATI► is/sr/.r -- ---- 0 20' 40' 80' DATE _ L�6 99 . n 1 I �\ � ' R O N DE_SIGNEDL G. K%;ELSPACH - fP!.GINEER I J REW4NN SCALE: 1 "- 40 --0" t' CHECKED EXISTING C2 r AUGUST 6 1999 ,.. 2160 SW Dartmouth Sir, .y + SIT 1999-000115 `r t0 of 16 • LE6IBILiTY STRIP C ITi „1i nluulinilunlnnl�jij�jnjluniun -- lomm.1cm 3 5 6 ? 4 10 1 ' 12 113 14 6 7 18 19 20 ?1 22 ?_3 24 2'5 2lE fel 28 29 30 CD r�I I I I NO'/, • Toll ' � 1 � l � I •11 'r �lll�.t�°� a .. .. .. -: ..., r ww lop 'ji a, I I IT—r— 12 — � I 8 f 1 f �_ -- -- �._ ..�.. -.`_ r —�.—��..�—•.may..—.� 8 7 �Z J T —— J S I I ( I I \ 5 I I --- \ � r6 �i e L f 11 3 WETLAND DELINEATION �( o v UNE 0 6 1 11 \¢ 100 lam ti �'..__ + '_ � +-•. i 2 i / _—•--———— PROPOSED SA WICU T 1 �• -' . ° 11 ` —————— PROPOSED EXTRUDED CURB PROPOSED STANDARD CURB t PROPOSED STRIPPING 1 e 11. ENTRANCE \ �� O PROPOSED STEEL BOLLARD . .___ •`� .� -�•� <� ' h. ` \ \ \� \ \ \ \ - PROPOSED BUILDING ADDITION ` \ • ' • _`_':.�"' .�--�� ._ `—ra--� + =a�e a� \ .�' `1 ' / 6 PROPOSED CATCH BASIN TNTRANCS• �� \r � -CAN y , l �� I , PROPOSED STORM LATERAL ]� v IN fit` itlit .1Iw!v 'JigI + Tl-t �. .• ��i i , I I I I I I ='=- ° PROPOSED AC PAVEMENT 1 e 14 X PROPOSED EROSION CONTROL FENCE 13) /� C1 1 Is FILTER BAG INLET PROTECTION 14 175-- PROPOSED 1 FT CONTQUR 175 PROPOSED 5 FT CONTOUR PROPOSED CONCRETE \ I , J opo '.•� '� _ p -tMOUTH ROAD -_� OAS GRAPHIC SCALE ORE( ;(�P'� �__� •o ?0 1 o 40 _ — - ( IN FEET I inch 40 ft. DEMOLfT10N NOTES Mu O REMOVE EXISTING LIGHT AND POLE AND RELOCATE !� SAWCUT FOR NEW STORM DRAIN LINE. SFE SITE A R C H I T C T S AS SHOWN ON SITE U11UTY PLAN (SHEET C6). UTILITY PLAN (SHEET C6) O2 REMOVE EXISTING SIGNAGE, RELOCATED AS SHOWN 10 SAWCUT AC AND REMOVE SECTION FOR NEW STORM PROFESSIONAL SER�iCE CORPORA";NJ ON SITE DIMENSION PLAN (SHEET C4). DRAIN CATCH BASIN. 11 REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION 11820 NorthtiP Wg, Suite E-300 3 REMOVE EXISTING BOLLARDS, PATCH AC TO MATCH Bellevue, INA 98005 www.mulvann .com EXISTING. SEE PAVING PLAN FOR SECTION DETAIL_ HEADS. SAWCUT EXISTING AC Ill FROM EXISTING Tel: 47.5.822.0444 Fax: 425.822.41 m (SHEET C5) AND BOLLARD RFLOCATION (SHEET C4). CURB EDGE. SFE PAVING PLAN (,SHEET CS). IRRIGAT'ON SPRINKLER HEADS, IRRIGATION VALVES AND O REMOVE EXISTING CONCRETE SIDEWALK, SAWCUT AC ANY OTHER IRRIGATION ACCESSORIES LOCATED IN Sr 0.5' FROM EXISTING EDGE OF CURB. SEE PAVING AREAS TO BE DEMOLISHED WALL BE SALVAGED FOR ( ) FUTURE USE IF ) PLAN FOP, AC REPAIR SHEET C5 . ( POSSIBLE LANDSCAPE CONTRACTOR / � �,�t'�e'� � E e 1 t� N 1 N C SHALL INCORPORATE THESE ITEMS INTO NEW DESIGN ` O REMOVE CURB, LANDSCAPING AND PLUG IRRIGATION AS INDICATED ON SHEETS L2,0 AND L2.1. IF COST OF - HEADS, SEE LANDSCAPE ARCHITECTURAL PLANS. SALVAGING EXISTING IRRIGATIO►j ITEMS IS HIGHER THAN INSTALLING NEW IRRIGATION COMPONENTS, LANDSCAPE 10450 SW Nlmeun Av.., rordond, 0rr9on 97223 _ U6 REMOVE 16.9 LF OF EXISTING DOMESTIC AND FIRE * 5031Il J933 FAQ do31eo3-o 1 WATER UNE. CONTRACTOR WALL COMPLETE IRRIGATION SCOPE OF h. . �r WORK AT THE LOWEST COST TTL THE OWNER.r7 RELOCATE EXISTING MAILBOX PER POST OFFICE OL.- ESALE DIRECTION. 12 EXISTING FIRE HYDRANT TO BE RELOCATED, SEE SITE C/ U T1UTY PLAN (SHEET C6). E K p, t-/I 1 . O REMOVE CURBING FOR REPLACEMENT, 13 SLIDE AREA TO BE EXCAVATED AND REPLACED. SEE , _ C, , GRADING PLAN (SHEET CS). DATE �6�9 _ - U 20' 0 80 I I G A f� D9 0 �� E G 0 N 14 SAWCXJT AND REMOVE CURBING AND SIDEWALK FOR DESIGNED C. MEGELSPACH 1 REPLACEMENT. ENMEER 1 J RE'IAtAN'N SCA +, n i CHECKED�-- LE 1 - 4(� - � a q 'J• {S r' _ AUGUST (r/�y'" r 71180 SW Nrtmouth Str. { ..: "i.,~ °. v,�,�f. " ti. •• + .>f ■ i - er..�.•.rwrr. V' 1999 `" • 00068 �f ,•w � SIT 1999' , 1i of 18 r St t ul iu�lJ II Ilul IGllinl I'lll a I, LEGIBILIt1► STRIP Cm I III 20 21 2!2'1'11112'113 24 2'S 2e 21 26 2 I 9 I Ilil UII III , ':I VIII VIII VIII VIII VIII II!I IIII!illllll:l;!II 0m .1 C, I 3 4 10 I I 12 13 14 Ig 17 1 IQ9 30 CDLI 1 I Ot NONI • lOt wad wL��l 77 ��1�1�1.�1.J�1111�� OLD J ' tom` w>�IrI►lrllw�, ' r I Y • wya .w.- I I r 20.1' -{--- I I f 2 0� ffI q0 --1 30.4' R .0T,T--1TiI 1 I►-- 2.b' I I 71.0' � 1 R2.0'`-i f'1MTMT - - �"-`- 20.1' - J i� TYp. 8.8' F- 9.0, R2.0' ��__ 91.0' ------ -- - --- 24.10 20.0' 18.3' e t 1 9.0' TYP 3.0' - - - L__ T R2.0' b e 16 r-' `� ` \ \�� 3.o' _ 19.0' TYP. .01 ♦ II I e 19.0' D. go \ \ r}- 1 I _ a - - - - 9.0' T -� o �9.0' TYP. \. n �' 8.9' TYP. -� _ _ T I1 •. 1 WETLAND _ . ` -t> o / DELINEATION , STANDARD HANDICAP SIGN �. TINE r\ "� t1�\ I I IIS `Q OR20-CB AND 6D F�\ ---_ .` � ""I F•- ALJ _ I 1 I ��6.0 e` 'a-6 mu III � pp 1 C7 I EXISTING CURB STOPS �.�, ♦ , 0 4 19' - �♦ ' 1� •.p I 4" STRIPES O 2' ^.C. 1 � AT 30' LL 1 4 I I � � '� I--- -- -- 1 1 I °' I ♦ 1 PAINT STD S)MdOL I 9. TYP. o-, � O , ! TYPICAL HANDICAP PARKING uqTALL f h •.� o \ �t SCALE: NTS EXIT. b r - - t 1 - 1 TYP. -� \ - --- + i a ENTRANCE ♦ l I ,� ee - 40' TYP. c ' �� •1 I I I I I I /i 4` STRIPES O 2' O.C. �-� \•• �' 10.0' TYP. HC I ,a 8' O.C.(TYP.) CART RETURN SIGNS AT 30' 4 r e SEE DETAIL AT LEFT. 10.0' TYP. HIC o- e i CROWN TOPS 1 N 8 Lj 19.0' TYPREPLACE 5OLF OF CU z ` \ }ATER COMPLEATION OF io - I I I 1 to IIL -- SLOPE STABUZAVON. o o Cm( v 10.0' S 0• • - -�i I v 8' O.C.(TYP 1 10' TYP. " 6' DIA X 6'- '� ` �° --1aF-- 4 c 2 � 1.5 WIDE 7YP. ADA PEDESTRIAN ROUTE ARROWCTYP.) 8 cr 5 - 2 _ 7 c.+ --��GALVANIZED STEEL� - � L_ - _ 1 _ -• -•• ... . .. .. . .... ... . 1 -®_ I 1� PIPE FILLED WITH I v - 1 p _. e c C: _Q_ 3 (3� �l` o- 5 0' - -/ - CONCRETE P-6 1 2 - v r _ r d ry - C .� �.� C _�_ -0b 7 S.0' 2 ,T • I - - _ - _ _O_ -Q3 -_ I STEEL BOLLARDS TYP. CONCRETE PAVING I --1 24.7' - b 4 _ �} Q C _ _ , 1 SEE DEI AIL AT LEFT. NSTALL EXISTING CORRAL CHAIN TO NEW BOLLARDS - 16.5' --- - - -_ -'' I CART CORRAL AFEA _ � I o - , �, - -- - SCALE. NTS } 011Cn O 1 - _ • '" --•-•- tZ" DIAMETER CONCRETE � __ 3 FILLED HOLES ___R5.0' -�_ 3 ♦ - - 1 - e - -- -- -- _ . E:: 2 -_ t _ 1 nm& " `__ - - _ __ � 1-- 10,0' - - T - 2 i --Q -- _ -- SCALE: N.T.S. ONE SIGN I �' R5.0' ® b 4 �.� - .L - -- - _ SIZE AND SHAPE OF -,, -" __ � r 2 S.0' -? SIGNS VARIABLE �- - 1 5/8_ \ 4" 8" 9.0' TYP. 1 R2.5' -� R2.5 ' -1 [-- 9.0' TYP. T - - - _ _ s MIN. 1 18.0' 1 1 1 j- 20.0' TYP. 1 - - -- L ISO' TYP. 1 NOTE: 1 \ ) - 9.0' TYP. - _ I ALL PIPE POSTS SHALT lILEAbE RSP1A1 1 � I_- I 20.0' 1YP,BE CAPPED AS 24 1 20.0' t0.0' -.I - / 9.0' TYP, 7 ►- / C_�_ � APPROVED BY THE +I CARTO ENGINEER. I 6 - - --- I � ''- ----- -_�_ 1 __ 9.0' TYP. 9.0' TYP. I / I "{ F � 20.0' TYP. 1 3" MIN.- � T � �!'�--•�"' _------- ��1 ` USE EXISTING SIGN MANi AL ON UNIFORM TRAFFIC .- i.t CONTRO: DEVICE 0 R1'-t r CURB USE EXISTING SIGN i _- �� \�O��H ROAD '- `� \� 20.0' TYP a y� !FGENU: WHITE (REFLEC TIVE) :- ^ B Ii/l ' 1 BACKGROUND: RED (REFLECTIVE_) / - �` r ,L•�. w w_ + =� __ , 3� r oET, SCALE: N,T.S 18"-24* WIDE PAINTED WHITE STRIPES GENERAL NOTE$ GRAPHIC $CAL r,91 _ � TIGARD, OREGON �1 RELOCATE EXISTING SIGNAGE AS SHOWN. CONTRACTOR TO ``� - b ?b FEET ,1 3" WADE WHITE PAVEMENT REUSE EXISTING SIGNS AND PROVIDE NEW POSTS AS NECESSARY �'y A'c -- _ _._ STRIPE 12" _ -� 0 PROVIDE NEW STRIPPING AND PARKING STALL LAE?ELING AS 4,� 1� T/''•E ELE' ---- - - - - 1 inch = 4 0 ft. 61M, 110"MAx. 12. - SEE NOTE - SHOWN, SEE DETAIL AT LEFT. `/\- 5.0' i STANDARD CURB ■n�� -q a INSTALL NEW BOLLARDS SCE TYPICAL STEEL BOLLARD DETAIL AT \ l R5.0' 1"'30'0'--i R.S.R0' f--30,0'.-y.1 - R5.0" LEFT. 0 4.0' �0� 4.0' S -1 muSPACE + AS OWN ON PLANS. CO12-ROSSWWHITE ALK SHILLS LJ NEW HANDICAP MARKINGS (TYPICAL). 90.04 -�-/ \ O O 1 $' -T- $ 7.4' _ �.� r- 10.0' A, R C H I T C T $ �,y�. BE THERMOPLASTIC PAVEMENT MARKING Sn NEW SIDEWALK RAMP, SEE RAMP DETAIL (SHEET CS). '�� R5.0' I--30.0'--I R3.0' 32.5 -"i 24.0' F-- 1 �' { - MATERIAL. R2. R5,0' R5.0' TYP. v 81 M��, �� PROVIDE NEW PAINTED ARROWS, SEE DETAIL AT LEFT (TYPICAL). � 20.0' - J PROFESS1014AL SER.NCE CORPORATION NOTE: ALL THERMOPLASTIC PAVEMENT MARKING ^ 180 40.-:' 31.8' R5.0' •- R2.0' Tom. 20.D' I SCALE: NTS MATERIAL SHALL BE INSTALLED AS PER 0 PROVIDE NEW T'I RMOPLASTIC STRIP AT ADA CROSSINGS, SEE �/ j� © "1 1 3 @ R5.0' f-- 33,0' 1 4. TYP. 11820 Norlhup Woy, quite E-300 SECTION 00850 OF THE ODOT STANDARD DFTAII_ AT LEFT (TYPICAL), .L �`? 1 �e�r•w, Betlewe WA 94005 ww>r.mulvonny.cw SPECIFICATIONS FOR HWY. CONSTUCTION. 10.0' 5 �- R2.0' X30.7' T 1 !iL^��s Tel: 425.822.0444 Fax: 415.822.4129 1 om CE PROVIDE NEW STRIP AT CROSSINGS, SEE CROSSWALK DETAIL AT � �,0 ( AT ADA LEFT (TYPICAL). R5.0' 5.1' J �-,30,7'"') R5.0 t SCALE: N.T.S. �-- 1140' R5.0' -f 3ft" SCALE: N.T.S. R4.0' -' R4.0' C SED NC..�:. R 2.0' 1 M'r D ! s I o N 3 N Ct i NOTE: 10' WIDE AT BUILDING ENTRANCE I. PLACE ARROWS IN Q R2.0' O - CENTER OF TRAFFlC R4.0' _ -32.0' -1 R4.0' R2.0' R2.0' talw�o sw Hrnbuw Ave-, Portlr,d. o..gon 972?3 5' WIQE AT NORTH CONNECTION - 36.0 !eo31elNk bito rAx aW len 9722• r LANES. SEE e�B011E Iv y\�' '' ' 2. PAINT ARROWS AI'ID I ' {' { �\ �/ STOP SIGN HATH ^: �.; i ,'. r R2.0' i R5.0' ♦'HAS aw.re. ,. urewrut pis.+ew,e�ar WHITE ElEAI,>F1, ! � 15.0 � ti P. ' L 2.e' 12.5' ---� f--� �-- 12.5' TCC 0 `_� WH � REFLECTIVE PAINT. •-'�;�;' ., ' _ Q 74.^' 8 R5.0' �- 3 PAINT NINTiTMpO GOATS .•,��y 30' 0 10. ,�-} 1T _ 16.7 1 R4.0 0 20� 44 8U T I G A R 1� t [_ C� 4. PAINT STOP BAR 15 _ R10.0' R4.0 DATE 1 a'�� L O N 4.9' ►---2Ei.7`"1 DES:Q, J 1 C. NEGELSrtACH 12"W X 8 L AT ^; ! EACH STOP. SEE 1______ �' R5.0' 1-.-J2.6' R2.0' R3.G• ENGINEER J RENI/AMN SCALE: ►, 40'-0"_h►> `, 1 ' ABOVE. NOTE: CHG.GKEI) .wL ALL DIMENSIONS TYPICAL EXCEPT WHERF NOTED. �zv SCALE: N.T.S I AMM CO& D MENSION PLAN ir.k. ` ; T ,, .:: AUGUST 6, 19 9 '4 7850 star o.�outh Sl. , " 'fie SIT19996006e 1 c m •.IIII'tlll II' II Ilyl'I• - w e . . a < .. .. LE818ILITy STRIP I F I H I I I III!IIII IIIIill�lllllllll Illlllllllllllllltllllllllllll I�II: i 7111'11 III!Inl Illllilt!II Illnl! 'I!IIILI IIIIIIIII IIGIII!I I ! ''ll ' - " 0��"I Cm I " � a � +j 10 I I 11a� 13 14 le 1 Id 19 20 QI 22 23 24 25 2S �7 28 a �n rl 11 0l • IAL .__.,,,,.., ,.._.__-..•,-..,..-. ._ I 11�1�4L�I�J��.41J�11�,rl�llll4>1.11J1141�1��1�1�1�1�Z . r y, .; .... ._ -..- .. i,. ..- ... ... _.. ..-. i 1xTwFMMM.•nv.wv.MvlYpMf,.,n 1 I, i I i I - -- 1 9 ��. ----- _ �`'�G�•`' --.+� \� CATCH BASIN GRATE PAVING �� I I�I I j j I I��( E - -�� L ~ �� v'\ 1" RADIUS - 6• 1/8'I' I t I I I III ,\ , �`�\ �, \, / SLOPE TO FROM f • �TrwlfTTHTTI 6' CURB EXPOSURE I1( 1 I I r ADDS ATCFi'EXI NG ' 16` 87.92` \ ll \ . . 'I OVERFLOW 1 T � '• � BALER EXISANG BUILDING WALL 1 `' \ �\� 2' � � ', �1 SLOT d �CATCH BASIN - 1 I NEW BUILDING A I \ \\ AC PAVEMENT • . 1 _ DDI IION I I - I _ FILTER . '-- ' � • .' 1 7. 1 \� / \ \` ^ BAG I EXISTING BUILDIN , STANDARD FILTER BAG DETAIL BASE COURSE - - - COMPACTOR WALL \ , ' `I "8 3/4 NOTES x : 1. THIS FILTER TYPO SHALL ONLY BE 1. CONCRETE TO HAYS A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. . _ `-� � I•f 6 �� \. \� � UCATCH BASINS ON EXISING STREETS. ST L \ \ A. TO BE PROVIDED. \ \ 2. THE CONTRACTOR SHALL INSPECT 2. EXPANSION JOINTS. ?4 1 THE FILTER WEEKLY AND DAILY 1 AT EACH POINT OF TANGENCY OF THE CURB. v Y f Jt I �I I I I DURING PERIODS OF FREOUEW RAIN 2 Al EACH COLLI JOINT. • `T ° 3 AT EACH ME OF INLET STRUCTURES. 1� I �' I '• _f- "' 1 '/ \ \\\ 3 FILTER .SHALL BE CLEANED IN A 4 AT EACH ENC OF DRIVEWAYS. DELINEATION ` 1 e \' I IU1r % /� / / / ,j11 �\ MANNER WHICH ENSURES THAT ALL 5 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ON 1 `� \\ SEDIMENT REMAINS ON SITE. B. MATE{tIAL 10 EIF PRE--MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, LINE ` • / / /' �I ILL:'�� WITH A THICKNESS OF 1 , \ • I ^ 4 THE FILTER - /2 INCH. JFIAi L BE REPLACED OR IRANSFORIIER CLEANED WHEN THE BAG BECOMES 3. CONTRACT10N JOINTS. HALI` FI-ILL. A. SPACING TO BE NOT MORE THAN 15 FEET. \ / B TH \ \ \ S E DEPTH OF THE NT _ 5. F It_TER ,,HALL BE FOSS ENVIRUMENTM_ JOINT SHAH Bf. AT ,.EAST 1 1/2 INt�lES Y \\ `\ SERVICES •STREAMGUARD TYPE II--S 4. BASE ROCS( TO BE 2'-0' OR 3/4'-0* COMPACTFS TO 95X (W AASHTO \ 1y `� \\ RECEIVING I \y \ \� \ I �, ��\\ "9 CBF OR EtOUNALENT T-99 AND SHALL BE TO SUBGRADE. STREET STRUCTURE, OR 4' TIM oE°TH, ,1' \ WHICHEVER IS GREATER. I II Il \\ F901ER ®ACS DETAILSTANDAFID SCALE: N.T.S. t 11 \ I � I • 1 \\\,A SCALE: N.T.S. I 111 ( y �\ O�QIN • \�� , _ ` \`\\; TOP OF CURB 6' MINIMUM DIAMC140 FDOiI TEXTURE RAMP . / / I( 4 / ; \\ AC ABOVE FLUSH WITH SEE DETAIL AT I I L 1 r' -- • . .-• \ �; ' ..{>, I \\ AC GRADE GRADE AT AC RIGHT 1\ Ib4 \ 6" --FLUSH WIT)-I 'r--�- 1 �\ \ ` i \ \ + j - `� \, y •` GRADE AT AC 1 i ".� ,� • • • i • ' • I � `\� '\ ,\ �\\\ \ \ \ \ \ \ \ I / � if-�5�,••�� •� •,ti••. EXIT ENTRANCE I'nF V"' --TOP OF CURIA . 11 \ ,• \ :y. \ \ \\ \ 0.5' ABOVE 1 11 '-'1-• \ I\ \ \ \ \ f \\ \` `., AC GRADE ` \ \ \ /' ,\--�- •rT\ \ �. 13 -4> /' + \ / .a \ VARIES 'ENTRANCE•CANOPY. c �/� I � I � i .i \ V ` , I I / \ �^ 1,\ y EXISTING/ NEW w!6,11 I 6,11 N I ;j v I CONCRETE SIDEWALK VARIES 13L' 2 RAMP I �Tl� - . pIAMOND TEXTURE \\ \ \ ` it I`I+ SCALE=: N.T.S. RAMP DETAIL Ii I ly � , rl I �� 1 'I *r. \ •-t • 12 14� l �-- I 15 m rT l \ 4 I •. �' ' ; Ill b • } (0.6") SLOPE I/4- PER FOOT �=_ EXISTING CUR30m r B -- - 5, �\ \ I 1 / / ',� // // / \ - l' + ►" � 1 . ) ) \ r l O0O EXISTINGrl1 ,I�� Exlsc �o� I / �' ( 1 1 CONCRETE SIDEWALK AT + �'�\%• •%�� .:�/,\�,�/\ •\,\� �,• � \ \ ', 1,,�ILII, I � �\\ � �'\ :. � \ �/ \ � '_ J }�' I i ENTRANCE r - / NOTE: /y' . ' / ., d /� � ,r till � FLUSH HATH \ \ \ II, --- \ I - % , I RAMP 'I'EXTIIRE SHALL BE' DONE WIT"' AN EXPANDED METAL ORATE, ! PORTLAND CEMENT Cf,'QBE I ' 1 I ,� t I 1 GRADE AT AC PLASTIC SNOW FENCING, OR OTHER APPROVF:G MATERIAL, BY PLACING_ CLEAN GRANULAR LEVEL . COURSE \ 190 \ I� 5 6 \ T + ' '�l+ I . COMPACTED SUBGRADE \ \ 1 i \ I \ I ! . ! \ / �, I - l I` 11 ',+�, • AND REMOVING IT FROM WET CONCRETE AS REQUIRED TO LEAVE A DIAMOND PATTERN A5 I �� •,,,_ ' rE _ SHOWN (ODOT R0725). THE LONG AXIS OF - 111 \ \ \I 1;\ \ ° i I \ O O'er \ 4 IY / Q / I - - I 11 :I '!� THE DIAMOND PATTERN MAY BE PERPENDICULAR OR PARALLEL TO THE 1 - Q ALK SECTION A A \\ 1 1 I Ell. I \ (/ i .\ CURB. GROOVE DEPTH IS APPROX. 0.01' (3MM). ALL FOOLED JOINTS �' I!Ir \ \/ / \ i �! 1 3, SNEW ECTION SHALL THLN BE FINISHED WITH A SMOOTH FINISH (SHINER'S EDGE;. \ - tel; y % SIDEWALK RAMP DETAILS I4' - DIAMOND PATTEERN DE ALS SHALL COMPLY WITH ORS 447 310. F;DEWAU( CRETE RAMPS h TEXTURE SHALL COMPLY HATH ODOT STANDARD DRAHANG •►• � �. \`i �\ -_1$ 3 � : II � \ � SEE DETAIL AT �' "� �\ RIGHT P0725 AND 2077C. S SCALE: NT �\ I WHERE THE PLANTING STRIP IS MORE HAN 6 FT. WADE, THE RAMP I' I ' ! I� I\ / \, 1; ' FLusH HATH PORTLAND CEMENT CONCRETE _ 1 \ 1 �. GRADE AT AC SHALL BE RAISED AS REQUIRED TO MATCH IN WITH THE EXISTING �/ , SIDEWALK. ONLY THE RAMP SHALL BE TEX LURED. GRANULAR LEVELING COURSE �___��-� ^ •• I ,� � � ' --'- SIDEWALK r l \ 1 = �•� / / I I'' ENTRAME .ltl��l. � / t \ 1 SCALE: N.T.S. �1 M�1 S 1 El y 77"- ` -ROADARTMOUTR \ NQjL- _ ,r 1. EXPANSION JOINT EVEFY 30' AND AT F,71CH SIDE OF DRIVEWAYS. ��/ _ _ _ ._ _ _ `-�` � _ _ -- -� -- - 2. CONTRACTON JOINT EVERY 15'. 3' 6' 3. THE SURFACE FINISH SHAil BE BY CROSS BROOMING. ?Fs GRAPHIC 5CA1 C A. COFJCRFTt SHALL HAVE MINIMUM COMPRESSION STRENGTH OF L'J NEW AC: SECTION 1.5' OF CLASS "C" ON 1.5" OF CLASS 'B' AC r. �" 6" CONCRETE CURB - 3,000 psi AFTER 28 DAYS. ON 2. OF' 3/4' - 0 CRUSHED AGGREGATE ON 8. OF 1 1/2 - 0 10 RELOCATE H:'DRANT 2.0' BEHIND CURB. 2a F 0 TI G A R D, OREGON MU.,.,.A v N&MM CRUSHED AGGREGATE, ON COMPACTED SUBGRADE. WET WEATHER 11 NEW 5.5' CONCRETE SIDEWALK PER DETAIL ` EPDXY - g�,.T TYPE ' •tIOR �-' /A' FEET �•si^"`- SECTION TO BE 12' TO 24" OF PIT RUN PER ENGINEERS DIRECTION TO PLACEMENT _ SCALE.: M.T.S. (SEE HEAVY DUTY PAVEMENT DETAIL AT RICHT, IYP. . 12 NEW SIDEWALK RAMP. SEE RAMP DETAIL (TYPICAL) , ` -6--WOE- tUR�SCORE - 9' SIDEWALSc --' FI' WADE CURB SCORE 1 inch = 40 ft. / AS�RRTfe -G01►ICI:2ETE_ - - -- _ _ n2 NEW EXTRUDED CURB TYPICAL FOR ALL LOCATIONS. SEE DETAIL 13 NEW CONCRETE SIDEWALK WITH CONTINUOIS WARNING NG' I LA � AT RIGHT. GRID. SEE DETECTION STRIP DETAIL. -AGGREGATE BASE ( EXISTING ASPHALTIC CONCRETE 3 NEW MONOLITHIC CURB AND SIDEWALK. SEE DETAIL AT RIGHT. F4 RELOCATE SIGNS ADJACENT TOEXISTING '< ' - -- �y 1. ALL NEW CURB AND AC TO MATCH EXISTINr, GRADE AT SAWCUT LOCATION 1' muLV LINE. PAVE TO NEW FOUNDATION STEM WALL A MAXIMUM OF 1' '`► ADD AC OVERLAY TO UFT CORNER 2". FEATHER AC THICKNESS TO OUTSIDE OF NEW SIDEWALK - NOTCH EXISTING PAVEMENT EXISTING CRUSHED ROCK BASE A R C H I T C 1 S OF STEM WALL WILL BE VISIBLE FROM FINISH FLOOR AND TOP OF SAWCUT AND MATCH EXISTING GRADE. T I'y ap 4 ODE B\I' 7." DEEP. NEW AC. COORDINATE WITH ARCHITECT FOR ACCESSIBILITY NEW AG PAVING, MATCH EXISTING MADE EXCEPT WHERE NOTED SCALE: N.T.S. v-Y+� `�}„� A M 4 IS 187.EME'IfS AT pr'>FtS. TOP OF AC ELEVATION AT STEIri WALL ALONG NEW CURB. SES SECTION DETAIL AT RIGHT. SCALE: N,T.S. Qkm PRUFESSION41 VICE CORPORATION IS te7.92'. 6 NES/ AC: SECTION 2' OF CLASS "C' ON 5' OF' 1 1/2" - 0 2" CLASS 'C' ASPHALTIC CONCRETE4 2. EXCAVATE AND REMOVE EXISTING AC TO SECTION DEPTH AND CRUSHED AGGREGATE ON COMPACIT:D SUBGRADE. Z' WET WEATHER , 1,.� :r: 3/4'-0' CRUSHED AGGREGATE (EAST TO WEST SE^n'1N1 11820 North up WAY- Suite E--300 45 PATCH PAVE ALl1GATORING AND FAILED AC PATCHS TO MATCH SECTION TO BE 12' TO 24' OF PIT RUN PER ENGINEERS DIRECTION (LEVEU":v COURSE) Bellevue, 'VA 980www.mulvonny.com 4A EXISTING GRADE (SEE SECTION AT RIGHT). CONTRACTOR TO (SEE LIGHT DUTY PAVEMENT DETAIL AT RIGHT, TYP, ALL SEC IONS . -6" RADE CURB SCORE TO: 425.822.0444 Fox: 425.821.4129 -5 1 1/2 -O CRUSHED AGGREGATE VERIFY NTH ENG. PRIOR TO WORT(. (BASE COURSE) 1' 3. SEAL COAT NEW AND EXISTING AC PRIOR TO RESTRI NG PARKING L-J REGRADE SLOPE TO MATCH ADJACENT, 6" WADE CURB SCORE 4' SIDEWALK D 1 \'�\\ �\ /\ \�\ ,\\ /.-COMPACTED SUBGRADE OR FILL �-- STALLS AND WALKS. � NEW 3' WIDE CONCRETE SIDEWALK AND CURB. SEE DETAIL FOR � \ \ \� \'•% NEW AGGREGATr BASE STANDARD CURB AND SIDEWAL'( DETAIL. / /�////�j/ // , Y/\//��/\ 10 93% DRY DENSITY 4 REMOVE AC SE:T10N TO NATIVE SOIL 1 FT. INSIDE NEW TREE AND . ; . _ Y EXISTING GRADE �A*0 t" p a a 1! m F4 ! !�+ c . TOP SOI ISLAND CURSING. BACKFILL EXCAVATION HATH CLEAN n9 NEW STANDARD CUR'S \` ,�•�:�1��'i j`�!''y" _•...WET VVEA)HEP. SECTION 12' TO 24' +► TOP SON_ SEE LANDSCAPE PLANS FOR SECTION DETAIL. __�N PA DEEP PIT RUN PER SOILS REPORT -NOTCH EXISTING PAVEMENT 5. PROTECT ALL CATCH BASINS WITH FILTER BAGS. IIJOW ,�! 4' WADE BY 2" DEEP. 10450 SW Nfmbvs Ava, Pfrtllar4 OrmW $72.13_ SCALE: N.T.S. �► 1� 5031603--99,m FA)C 9DJ 1�03^•i�944 C 1.5' CLASS "C" ASPHALTIC CONCRETE EXIST114C ASPHALTIC CONCRETE-EXISTING CRUSHED ROCK BASE. \ s f-- 1.5' CLASS "B' ASPHALTIC CONCRETE 2" 3/4--0- CRUSHED AGGREGAIT" e K p:p� I>L./>,►/•1 ' 0 W Aim PAM AM PAM"-(LEVELING C(7l1RaE) SCALE: N.T.S. 0 20' 40' 80' n [ /� R 8" 1 1/2"-0- CRUSHED AGGREGATE (NORTH TO SOUTH Si_CnoN) DATE -�dt6�99 G U I! (BASE COURSE) (DESIGNED, C. NEGELSPACH - � COMPACTED SUBGRADE OR FlU. _ TO 9RX DRY DEI'STTY ENGINEER I J R0~ ^- SCALE: 1 �++ 01 O �� CHECKED I I �• -WET pEE'P�? RUN PERS OILS REPORT+ '' E SCALE: N.T.S. GRADING AND., PAIVING C5 ,r U • V w �� t ♦v. � �1 .r e a •.`•a �, « •- .. '. r ! "<I} .. __....�,....... ...�..-- - ----- __.�_ - �.__.__,_.,......,..� AUGUST 6 t 1 �J W .I •�� 1650 9W Dartmouth Str N'`• �. w . ,'.• -,�' wrr�rrr•r,«•�r, • SIT 1999-0066 17 n1 is j.ti Irl` .'�.- 4i ••• cm LEGIBILITY STRIP n ,,,r M.. alayl II � uluu u•nlun uiijiul uulnn uulnn uulnu nnlun unlnu nnlnn uulnn nnluu nnlnn unluu Ilu�iini - ------- p•�.. • I ' 4 - 6 9 10 11 12 134 Ilb I I7 IIB I I14 210 211 212 213 24 215 215 217 28 29 3'0 i' CD a l I I I 01 a t. T 1' � A 1. ", I I NOW x(103 ' hl I Oa ' I.d M..�•.�_•..-..--___.......w..arw+-....._............-.........tet-.+......_..n..... nY , 1 OR$ "IlI _ .. ------- 00411614 . --- - - - li s -• r _•_.--•-~.»_-__ � STORM SEtlE 4 NOIEB: STORY TRE?lol CRAM ' _ 13 STORM Ce ti _ _ V N DO RIM ELEv - 103.73 O�1 ELEV - 156176 t� 2;4/IMIKLEIR -- - 'r--- __o....-»� _.�.CiNk�l �7l E r wvc s - 11b4.,3 O Yi00lE RRA ELEV 7tf 14 S a 0.r- ---- - - -- _--- - RIM ELEV - 113.26 t ~ 6tw - - -- ---- 6-w -----_--- ---~- --- M tG' O s E?10 RW ElEVC. E r Pyr- w - 18149 - 6-w - _ _ � `�` 11).66 STOW Ce1 s STa�l Ce l,'J , _ - = A•W _---- --__ _ ��_-J• -�1w_- ~ \ O 066 ELEV - 164.00 O IE SEL c w�NZ94.04 I i '__ - tltir \\ E r PVC N - 10Zoa 3 I STORM 6 STORM ;d O V Irl ELE I - 177.06 ErPVC N - 16341 ErKr' N - 170.16 FMI E1.EV - 166.04 1 >E I � I � ��--��•C,��T�`;� . \ 1 I -1„ \\ � 6 STORE Ce t� STOfiY OUTFALL �r PWC &166164.60 O E r PvC N - 160.23 IE I IUVALL I _i 7 STOF,A Co t a E Ir C N - RIM ELEV - 166.1r PVC N - 10160 E r PVC E - 164.40 19 STORM OUTFALL STORM ce E 30' CONC N - 170.92 5 I I O FIM ELEV - 166.57 n STORM ce \� IE r PVC N - 164.94 )Al ELLV - 166.35 J I �\ �.., STOMA CS E r PVC W - 164.75 I I I \ \ G)FIM ELFV - 166.44 STmeA AH IE r PVC N - 165.01 21 FIM ELEV - 179.33 STORK C8 IE M N 24" COW - 175.46 EM V1 IVPVC - 175.51 I I I I O O RIM ELEv - 166.64 E OUT S 30- CONC - 174.66 p ! E e' PvC S - 164.tl6 E OUT SE r PVC - 174,37 O STORM CP I f \ (BRIM LLE v - 1 ft 10 22 F�yam' 1 ea�e WE HAND I I 4_ ` 4 \ E r PVC N - '84.43 - \ E M w 11r CONIC - 160.10 DELINEATION ( I ' t• I 1 12 .,af ce E M N r PVC - 100.14 ' 1 \ I ¢ O RIM ELEV - 166.14 E OUT S 24' CONC • 160.04 LJNE M I I I � ' t IE e' PVC w - 164. 29 L 00 OF 1 I \ I \ I`0 3 2 If >E I ! I ` r 4 EXIT v� 1 ,, 1, ENTRANCE y I i I L \ � 1 I I \ y I E \ ` IL ` \ II � \\ a 6: a iC r a a a a a - _- .. _ _ - -- �� •�, r.. . Imo____ . �C�C�07C 0 rw------- _ -- -�-- -� 0M ------a'w- --3FT---a'w---------e•w- ---1 20 (- I `--- - � C--- -rw - - -- - e•w / \ \ I e AH 0 C 0 o 0 o o oin l 1 O O O O O \ O O O O U \ I / / I • \ \�\\ G O O O p NEW CATCH &SIN 16 21 I _ _ RIM 186.11' I.E. 182.11 _ _ I - C - - 2 1 1 I 2 - -- - \ d e 1 1 1 \ I 15 drI 1 L-J I 1 0ARTM ROAD GRAPHIC' SCALE TIGARD, OREGON GENERAL NOTES _ - ( ldo r jT - - -` - - -- - - - - - - ___-- 1 inch = 40 ft. �j RELOCATE EXISTING LIGHTING AS SHOWN. PROVIDE NEW POWER FOR LIGHTING TO BE DESIGNED BY mu LV 0 THERS. 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 Wa , Suite E--300 EXISTING INVERT ELEVATIONS. STORM LATERAL TO Bellevue, WA 9800 www.mulvcmny.com BE CONSTRUCTED O S 0.02 MIN. SLOPE UNLESS Tel: 425.822.0444 Fox: 425.822.4129 INSTRUCTED BY ENGINEER. O RELOCATE FIRE HYDRANT AS SHOWN. SEE DETAIL (SHEET C7) FOR INSTALLATION. R O INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN, o E s I ca N! I N G y r_ �� 1 ,1 4 td1 M INCLUDING 36 LF OF 6- D.I. AND ALL REQUIRED Lam/ ,r THRUST BLOCKS AND FITTINGS. 10450 SW NY+�s Av°., Portland, 0in,n 97211 cIR 5031x103-4133 FAM 303 16W-M" -LAMMic.rt MW1Cit a woAgv01w T C a 2c�' 40' so' 0 G ' 1 H Alk DATE- 1 8OBL99 _ T I (J �� ✓ v �1 DESIGNED I C. NEGELSPACH ENGINEER I J REIAUIVN SCALE: 40'--0" ►-_O 11 CHECKED , SITE UTILITIES - ' TTj Alt Vr Y AUGUST 69 1999 .. ... . 7050 SWDartmouth Sir 1 ` 31T 1999-00069 14 of Is LEGIBILITY STRIP `T a 4 / /� / 6 f3 9 10 If 12 13 14 18 17 ;8 19 20 21 22 23 24 2- 26 27 28 29 30 ZI II Of Q I, I 1 � N9Nt • IUs 1 I SOON C+�VTI i.. KIM CNA i4T FENCE NOTES - - - A. APPROVAL OF INS EROSION a NI S /SEDIM!]NTAITUN (�N1140L (ESC) PLAN DOES 1. THE FILTER FABRIC SHAM BE PURCHA.,ED IN A CONTINUOUS NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE ROLL OUT TO 'THE LENGTH OF THE BARRIER TO AV040 USE OF ALE CONSTRUCTION SHALL BE IN ACCORDANCE WI-H rt DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, JOINTS. WIZEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE 1 CITY OF TIGARD ENGINEERING STANDARDS. CHANNELS, RETENTION FACIUTIES, UTILITIES, ETC.) SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6' B THE WPIEMEp11TAT1ON OF 1M,ESE ESC PLANS AND THE CONSTRUCTION, OVERLAP, AND BOTH ENDS SECURELY FASTENED TO 114E POST OR 2. CONTRACTOk SHALL VERIFY DEPTH AND LOCATION OF AL:. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN CIV DETAIN_. I�QSTIA UTI SHA WITHIN THE PROJECT LIMITS PRIOR TO FACK IES IS THE RESPONSIBILITY OF THE APPUCANI/CON TRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE VEGEIATION/LANDSCAPING IS ESTABLISHED. CONTOURS WHERE FEASIBLE THE FENCE' POSTS SHALL BE SPACED BEGINNING CONSTRUCTION. C A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND 3. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY THE CLEARLY FLA O THE CLEARING LIMITS SHOWN ST THIS PLAN SHAH CORNERS. DESTRGYED MONUMENTS SHALL BE REPLACED BY -THE BE CLEARLY FLAGGED IN THE F1ELp PRIOR TU CONSTRUCTION. WRING A MINIMUM OF 2'. .� THE CONsmucTIOIN CONTRACTOR OR AN AI'PROVEf) �iil'TVEYUR.PERIOD, NO DISTURBANCE BEYOND THE FLAGGED 3. THE FILTER FABRIC SHAD_ HAVE A MINIMUM VERTICAL BURIAL Of CLEARING LIMITS L ALL U PERMITTED. THE FIR THE SHALL BE 4. THE; CONTRACTOR, SUBCONTRACTORS, RAID EXCAVATORS MUSE i MAMITANNED BY THL APPLICAN T/CONTRACTOR FOR THE OuRAT10N OF 6 ALL EXCAVATED IMATERI.4L FROM FILTER FABRIC FENCE COMPLY WITH ALL PROVISIONS OF ORS 757.541 ITORS GH 757,571 ` CONSTRUCTION. INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONG THE COMPLY NG NOTIFICATION PION I S O ORS 7. UNDERGROUND ROI)GH � D. THE ESC FACILITIES SHOWN ON TF,IS PLAN MUST BE CONSTRUCTED IN ENTIRE DISTURBED AREA. NC UDIN AT LEAST OOKTY-EIGHT �4$) BUSINESS DAY HOURS, CONJUNCTION NTH ALL CLEARING AND GRADING ACTIVITIES, AND IN 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE BUT NOT MORE THAN TEN 10 Bll1SIN SUCH A MANNER AS TU INSURE THAT SEDIMENT AND SEDIMENT LADEN MANUFACTURED STITCHED LOOPS FOR 2'xV POST INSTALLATION. ( ) E:SS DAYS BEFORE WATER DO NO ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR AOLATE :.iTTTCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE BEGINNING WORK. ONF CALL NUMBER IS 246-6699. APPLICABLE WATER STANDARDS. SLOPED AREA. /•� r E. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE STORM SEWI_.�_R CaENERAI" NO , REQUIREMENTS FOR ANTICIPATED SIT CONDITIONS. WRING THE SERVED 'THEIR USEFUL PURPOSE, BUT NOT BEFORE THE SLOPE TES S CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. I. ALL STORY SEWER CONSTRUCTION AND MATERWS SWILL CONFORM TO 1}iESE NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIML.IT PIANS AND THE APPLICABLE TIO ANMENTS OF THE 41 OF TIGARD AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY ENGINEERING E APPLICABLE CITY F. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND APPLICANT/CONTRACTOR AND MAINTAINED AS NEUSSARY TO ENSURE AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED 2. STATIONING IS BASEL UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED, THEIR CONTINUED FUNCTIONING. REPAIRS SHALL BE MADE IMMEDIATELY. G. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 3. USE 1-1/2' CRUSHED ROCK BACKFILL ON ALL UNDERGROUND UTILITIES. BACKFILL MAMTNAMINIMUME RM EVENNT.ONCE A MONTH OR WTHIN THE 24 HOURS - FOLLOWWINGG A STORM OUTSIDE IMPROVED AREA CAN BE SUITABLE NATIVE OR COMMON MATERIAL AS � �'- SPECIFIED IN CITY OF TIGARD ENGISNEERING STANDARDS ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND H. AT NO TIME SHALL MORE THAN ONE FOOT SEDIMENT ALLOWED TO I THE CONTRACTOR SHALL AT ALL TIMES ABIDE 9Y APPLICABLE SAFETY RULES OF •� -- _..,L 4. O.S.H.A, AND IN ��JZf1CUl.l1R THOS CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE �- - E PERTAINING TO ADEQUATE SHORING AND A A ~ TRENCH PROTECTIJN OF WORKMEN. CLEANING OPERATION SHAM NOT FLUSH SEDIMENT UDEN WATER INTO -T { THE DOWNSTREAM SYSTEM I 5. RIM ELEVATIONS OF MANHOLES AND CIFANOl1TS WITHIN PAVEMENT ARE I. STABILIZED CONSTRUCTION ENTRANCES SHAD. BE iiVSTA1LLED AT THEL , x ren - 4 Win• APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHAD. MATCH FINISHED BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION Of ; PAVFMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL T SET IS ABOVE THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURAT10N OF THE FINISHED GRADE. PROJECT. In• . +n• R sa mot rvr w, 6. All STORM SEWER TESTING SHALL BF PERFORMED 9Y THE i.ONTRACTOR IN THE SECTION A-A PRESENCE A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE PRIOR TO TESTING). NO SEPARATE PAYMENT SHALL BE INCLUDED FOR THIS WOF.Y! '11:ST RESULTS r x 2 1 x 3 SHALL BE CERTIFIED BY THE ENGINEER; COPY OF T1iE CERTIFIED TEST TO BE iw. ------- W + 12' PROVIDED TO THE cnY, BY THE ENGINEER, FOR APPROVAL, 4 TACK ALL EXPOSED MATERIAL - _Y 7 OR PATCH AC TO GREATER OF 3" - 6- " " CONCRETE SEWERMPIPPEAIASISHOWNO FjE �ON THE SAWCUT EXISTING AC PLANS. OR EXISTING THICKNESS ALL PIPE SHAIL HAVE RUBBER G11 4 1A►ID BE WATERTIGHT PLAN � 8. ADS N-12 TO BE MANDRILLED, AS PER USA SiANDAAb 9. ALL STORM SEWER SERVICE LATERALS SHALL TERMINATE 6' BEYOND PROPERTY r 2 T_' LINE UNLESS OTHERWISE PERMITTED BY THE BUILDING DIVISION, AND 9 I _ SHALL BE PLUGGED TO PREVENT DIRT AAD DEBRIS FROM ENTERING PIPE T _ IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. I M ° 000000 00°0 ° oto 000 ° ° 0 00 00 4 2/u• x 2 1/j•FLAT SAM osan Wd 0 0 O O O O 0 O° 0 0 0 0 1111 / AT , 7,r �1 �I,� „«„o °o° °000 0° oo ° o°o o p q� ° o o 0 o 00 0 0 0 0 °0 0 ° WATER SYSTEM GENERAL NOTES 00 Q°o o ° 00 00 0 0 I0 O 800 0 00 Lb 00 0 8° 0 0 0° Oo 000 0° - -- \ O 00 O 00 ,� 0 O °00 O O O 1. Al WATER SERVICES TO BE 1' COPPE,N. o 0 0 ° 0100 000 0 2. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE O 0000O 00 WITH CITY OF TIGARD STANDARDS. ALL WATER UNE SHALL BE DUCTILE b 30" MIN. 000 U Q O° O° O� Cj IRON CLASS 52. C� o 3. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALL BE OF A O O o0 3/� - 0 BASE ROCK 0 O 00 O O CRUSHED ROCK EXISTING ° O 0 CLASS AT I EAST EQUAL TO �•ti, THAT OF THE ADJACENT PIPE. "CC��l7 4. ALL `VATER LANE TRENCHES WMIIN THE PUB,IC RIGHT-OF-WAY TO BF APPROVED \ n�,x K,T„ noa 8 O°O °O 00 U° WITH SELEC° 1-1/2- CRUSHED ROCK. CUM Iwo AIM � O° 0 0 00 C' 000° norr l00ND 0 O O° O O� 5. CO►NTRAC'OR SHALL PERFORM N_L NECESSARY PREF;URE AND °ax a/+°` ah- x r MFLAO° O (� ALL NEWLY LAID WATER LINES PER CITY OF TIGARC STANDARDS. IN THE TESTS ON ' a PLAN °"""t"�'uo SECTION B-B O °° ° °00 O O PRESENCE OF A CITY INSPECTOR (4RovIDE 24 HOURS NOTICE). TEST RESULTS BFDDIN 3/4' - 0' SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE CEF fIF1ED TEST TO BE \� NOTE:E: °i / CRUSHED ROCK PROVIDED TO THE CIT', BY THE ENGINEER, NOR APPROVAL-. FRAME AND GRATE MATERIAL SHALL BE FAIT BAR STEEL OR APPROVED EOUAL , ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE 6• ALL FITTINGS SHALL BE THRUST BLOCKED PER CITY OF TIGARD DESIGN MANUAL.. \ HIGHWAY APPLICATIONS. 7. ALL EXISTING PAVEMENT TO BE REMOVED FOR THE INSTALLATION OF WATER LINES SHALL FIRST BE 'T' SAWCUT, 6' TO 12', PRIOR TO PAVEMENT REMOVAL. CURB AND GUTTER CA;CH 8. PRIOR TO PEING CONAL(;I LD TO EXISTING WATERUNES AND BIN P I BASIN FRAME AND CWTE BUNG LACED N SERVICE, THE WATER LINES AND SERVICES SHALL BE FLUSHED, STERILIZED, NOT TO SCALE ALL IN ACCORDANCE WITH CRY OF TIGARD STANDARDS. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR. E3_1 TIT` ASPHALT DETAIL 9. CITY OF TIGARD ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 I elf Y � J r N CALF HOURS PRIOP TO ANY WATER LINE CONSTRUCTION. l 3 EM A ow "'° NO. e :b. � B AATT�°•oC. 10. COMTRAC OR SHALL MAINTAIN A MINIMUM COVf•.R OF 36' OVER THE WATER LINE. , •�� 11. WATERLINE CQ' "RUCTION UNDER EX'ST1NG PAVEMENT SWILL BE SAWCUT AND } EXISTING PAVEMENT SHALL BE RFVoyAD. SURFACE RESTORATION SHALL BE A ' _ MINIMUM OF 3' A.C. ON 8' AGG'tEGATE BASE OR EQUAL TO THE EXISTING SEE DRAWING THIS SHEET r-' 'Ai' SECTION, WHICHEVER IS GREATER. 6. OVERLAP (TYP.) • • • • FOR FRAME AND GRATE -- _ _ POINT 'A• POINT •B• SIDE�vdr^,LK ADJACENT TO CURB STREET C ENERAL NOTES --i-_- RECESSED CURB INLETS TO BE INSTALLED - 2.0'- .__J B•1 18' CAST IRON 910 1. STAT101 3ASEU UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. VALVE BOX TOP ® HOOK BAR PLAN Q 2. ADJUST ALL MANHOLES UDS AND VALVE BOXES TO FINISHED GRADE. DETAIL -- 18' BREAK FLANGE -SIDEWALK RIIN 3' MIN, 1 3. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. _ r s' MAX. 11 - PLAN VIEW - - 4. STREET LIGHTING SHALL BE IN ACCORDANCE WITH THE CITY APPROVED LAYOUT. IN ACCORDANCE WITH DRAWING N0. 1�OB-ST CUM rvtr , � ,o r.rw LA U . 1. POINT 'A• MUST BE A MINIMUM OF 6' NIGHER THAN POINT 'B'. � ' � � , • Ct*7W a` 5. UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC & EXTENDED 2. (2) OR W000 STAKES PER BAC WILL BE REQUIRED FOR STAKING /4' DRAIN �� TO 6' PAST RIGHT-OF-WAY LINES WITH 36' OF COVER. BAGS OR APPROVED EWAL. r , /�. pp�� y� CURB I _ ° .� TAR PAPER (M0111 TU 6. SAWCUT STRAIGHT MATCHLINES TO MEET EXISTING PAVEMENT WITH NEW B*-BAG DITCH rf1V�TION - :. TOP OF or rt - 6" DUCTILE IRON PIPE PAVEMENT. NOT TO SCALE ° a PAVEMENT 'kill RESTRAIN ALL JOINTS W/ ' - - _ - _ _ , :_ �'�.. • -A •i �. 'FIELD III OR EQUAL GASKETS 7 CRY 4.000 RD ENGINEERING PSI FOR ALL STANDARDS AKS, CURBS. AND DRIVEWAY'S PER 0 ' 0 ,'4. : a. 8. THE REQUIRED DENSITY FOR TREATED +ND UNTREATED SUBGRADE MATERIALS .x.t J 6" MEGALUG RETAINER SHALL NOT BE LESS THAN 95% MAXIMUM DENSITY AS DETERMINED BY FILTER FABRIC MATERIAL • • A►45HTp T-99. FILTER FABRIC USE STITCHED LOOPS ` GLAND (EBI IRON) 3e' WIDE ROLLS MATERIAL OVER 2•x2' POSTS MAX MAX . ; i• ' o►,w": oo" , '°°"" CONCRETE PIER 15• -� V p'• N" "/2 a°ulr"°t'ulrn 6' GATE VALVE 9. THE CRUSHED ROCK BASE FOR PAVING SHALL BE COMPACTED TO 95% OF IAAXIMUM • ' s' MIN. BLOCK. FLG. x M.J. DENSITY USING AASHTO T-180. T I G A F�D, OREGON ' e •. v ` �° '"" , ' '• SIDEWALK WITH PLANTER 2.0' - 1 G. THE DENSITY OF ASPHALT i�ONCREI E SHALL BF AT LEAST 91% OF RICE M.J. x 6' RG TEE THEORETICAL MAXIMUM DENSITY AS DETERMINED IN CONFORMANCE WITH STRIP AT CURB w�,a i O All T-209 AS MODIFIE^ BY OSHD. iD :��: ��:�••' SIDFw K 3" MIN. o t • . MAX BREAK FLANGE 11 WASHINGTON COUNTY,OR To 1DE AND MI�U.T C.D.°RREQU REMENTS.PER CITY OF TIGARD, �- i' MAXMNAMI SrAMNG - •' 'd' •el s.�.O +.� , �- » MU ► �:':•' '•�'' 12. OWNER TO PROVIDE ALL TESTING RESULTS AS REQUIRED BY THE CITY OF A R C H f T C f S r • FRONT VIEW SIDE V1EW SECTION A-A SECTION Ej-D i '•' ' •'. NOTE: NOTES: •• +' c:�.: : ' 13. ACCESS TO EXISTING TRACTS OF LAND SHALL BE PROVIDED FOR AT ALL TIMES. �.+'• :+• •• 4 . I►•;v: 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4' PROFESSIONAL SERVICE CORPORA1101! ANGLE BOTH ENDS OF FILTER FABRIC - MVO 3 PORT - TWO 2 1/2- PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: 14. EROSION CONTROL. DRA WAGE CONTROL AND DEBRIS CONTROL SHALL BE PROVIDED FENCE TO ASSURE SOIL IS TRAPPED CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH Acer r-4>B A. OIL RESERVOIR FOR AT ALL TIMES; AND SWILL BE IN PLACE PRIOR TO COMMENCEMENT GF 11820 NortlTup Wa , Suite E-3(10 e• OF 3/4" COMPACTED BASE MATERIAL B. BRONZE ACTUATION NUT CONSTRUCTION. UNSATISFACTORY PERFORMANCE IS CAUSE FOR TERMINATION OF Bellevue, WA 98005 wn.mulvanny.eom C. BRONZE SEAT RING ALL WORK AT THE SITE: UNTIL CORRECTION OCCURS SATISFACTORY TO THE CITY. Tel: 425.8220444 Fax: 425.822.4129 �. �-/�1'� �- MAIQMUM DEPTH OF STANDARD CATCH BASIN TO BE 8' FROM TOP OF GRATE TO FLOW UNE SECTION 8-8 D. WEATHER SHIELD CAP PIPE E. SAFETY SLEEVE COUPLING POST AND ATTACH -� PRECAST CATCH BASIN: F. THREADED NOZZLES WITH '0' RINGS POS1Y AND ATTACH MINIMUM WALL THICKNESS TO eE s' G. NATIONAL STANDARD THREADS R Tate a REINFORCEMENT TO BE REBAR MEETING ASTM A615 (;RADE e0 OR WELDED WIRE MEETING A 2. SAFETY CHAINS TO BE REMOVED. I��..dr•� 3. HYDRANT'S TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED `��''' �. r' W a I o N I N FENi*MEBY DISTRICT FIRE MARSHALL. GllTTE:R AND CURB CATCH BASIN 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB, to4ao SW Nlmpus Aw., Pe.',o1,4, N 9722] c 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. Ori^ NOT TO ALE NOT TO SCALE 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, 011 0 5031603-9935 rAx sot 1603--1111144 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED BY ENGINEER. +^ 1?b J' �.oM1iRoomnea.�Mo.e�rt Mcwrerrt■gUwwN= '1J 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONSC . 0 �7 _TCO w � Ak 0 20' 4Q' 80' WHOLE `�_) �"'"calk"1°" FIRE HYDRANT DATE 816199 T I G �,A F� G , G R E G �_� N , 4 �."'1 �. �. u,•r.. I, ,�° Nwnnl INe INSTAUATIOM ,1 DESIGNED C. NEGELSPACH x aTY aF TABARD - 5 4 2 `` WALL ,} , Iw�wa°.� CHECKED- REIAIANN -_ _ .� L 1 �0 U DETAIL,9 AUGUST 6, 1999 7850Sw A�' ` . + r',+, Q ! >I.'. 'I ' *• _•<1jyy w�rr"�.w..,.�.�. SIT 1Da00�08E Sir ILIO X1) ,1 ..i .ti -..s...�_�..._ .......- F^ _ 7t Is 7- cm :x..yL➢Ct, _.1'rrwa' ----'-- Ay,N�_._..--.__.....-- --__---...- _.-_...... ... _- • -_.-. _-�__-__--•_ -__-__'" -__ •_ • . - � +11�: �.�' . � _ .. T '� l v' t - - _._.._,,-�....-.........,..,-..�..�..-.w...,e.. .- �"'�"'' L41�v+ikndN7l�IWaeM.r�*.•ew+kfkexos wkS�IriiAiau �. �,q�,<.,. LEGIBILITY STRIP Cmb l'll1 IIInIInI�InIIIUIInIIIIn��nMwllllnlllui��l!IIIIIiIIUIIInIIu� � I ._ a IONIZE•1 to ! 1 4 5 B e S3 - 0 I 1@ 13 14 18 17 18 19 2U 21 22 23 2114 28 2118 27 28 29 30 CDLI lAill I I �i MpNI'I�'�Ip7pIOL I ' 1 I OZ ry I ,7 i n7i .. ewl�l�,�a+.I.�qu,a,Jn.,.,.,w,,, JVM•.w-,...J•F� .. ggiqp .: m'YwIA+M+:..+Mr.VPMMwrw,.•.•w..+.N.w.,rwlrlM,w�laiw_ - ' - - 1 I X \\\ SEE LANDSCAPE PLAN FOR REOUIRED LANDSCAPE IN THIS AREA. a. r \\/\ % 6' MIN. FOR PAVEMENT SECTION . . . SEE PLANS . . . ExISTING SURFACE GRADE ALL NONMETALuc PIP � 6 I _ ELECTRICALLY CONDUCTIVEE SHALL HAVE AN BACKFILL ABOVE TRACER WIRE 1 -TOP OF CURB AT AC GRADE (I" C:.uL,E, INSULATED COPPER) FOR PIPE ZONE LCCAT.NG TH.. PIPE IN THE FUTURE. \ '! 3/4'-0' CRUSHED ROCK BACKFILL IN PAVED AREAS. GRANULAR BACKFILL OR TOP OF CURB 0.5' ABOVE AC GPADE ` `� APPROVED NATIVE MATERIAL IN AREAS \ \ 6„- tea-`¢ e / 0 oa a0 OU,SID[ OF PAVEMENT S N ung __ `0• I IN. °�ao EXISTING MATERIAL. EE LANDSCAPE PLAN FOR RE;2J1!REU PIPE ZONE LANDSCAPE IN THIS AREA. - BACKFILL o° 3/4'-0' CRUSHED ROCK OR SAND O. , 1 •-#4 REBAR 0 f 0 STORM AND SANITAW SEWER In o \N/\\\\ O, 'l C C3. + -'- 3/4'-0' CRUSHED ROCK /\ i \ NOTE \/\\/\\/\\�\\ •T O/\�\//\ \ cV ;• T 4'MIN. 0Q OQ '1. BACKS ILL IN 6' LIFTS. t CONCRETE SHALL BE 3000 PSI AT Q 2. COMPACT TO 95X OF MAXIMUM RELATIVE 28 DAYS PIPE ZONE / / / DENSITY PER AASHTO T-g9 IN PAVED OR . BEDDING GRAVEL SURFACE AREASCOMPACT TO NEW CONCRETE SIDEWALK i //�/j 2 DOWEL INTO PAVEMENT WITH 90% OF MAXIMUM RELATIVE DENSITY PER \\; \�� 24' /4 REBAR. PIPE O.D. �, 1-99 I \ PLUS 18'MIN. AAS W,TO SUR UTSIEE OF PAVED OR \ \ A-A PAY WIDTH 3 USE OF NATIVE MATERIAL FOR BACKf ILL I 1 FOR EXCAVATION AND BACKFILL TO BE DETERMINED BY ENGINEER. TYPICAL 4' PARKING STRIPE WI- EEL STQP DETAIL STANDARDDETAIL 4 SCALE: NTS SCALE: NTS NOTES I BASIN SHALL BE CONTRIUOUSLY WELDED. ',IDES AND BOTTOM SHALL BE BUTT WELDED CR MEMBERS WAY BE OVERSIZED AND FILLET WELDED. ` -' ue9 o4�To 2. ALPHALT COAL OR GALVANIZE ALL SURF T ooe�ECT To sTou.R At,ED OF CATCH BASIN AND ENTANCE RAMP DETAIL,_ _ I —Wo `"� T'"" e• CLEAN OUT. 3 BREAK SHARP CORNERS AFTER WELDINGS. SCALE: NTS I I 4. ALL CATCH BASIN GRATES SFIALL BE SECURED TO THE BASINS i USING ENGINEER. OR OTHER APPROVED FASTENERS. SUBMIT METHOD FOR REVIEW • B� �• 4rw, sraraMo txsr won oRAtE k (I" TMG( -- %%TED ISAW Ili) OOdRN1 11'IK,l� (7fI1M �^ wan GRATE (z-a i THM FATED 3 1/r-I 50.000 ues) 6r>� OR wr+IRom Ec>uRLmWALL l i- HINGE - 12 a► V�l�e�ss mn. SR7E! R l7FT' Dl1 LET _ 1 1/2 arvR eetr 1/T Io�uCJaL, to- ,o• LaMO +Rrtr, t a rel (rR�rvR WITH e 0 1/4• S9. M DOLTS) otmR m wron -�--..�.� FGAA OrPfN -OM!L FR##A 3• CW.J , 4• AMI 1 ----- OUTLET / ,. SEE OCTAL ' �� L - to OIL Sw owl 3 is 4' ett+os METAL (m.) 1 , a• Putt eDrTOY(Tr►.) . roRo CALCULATED I.E. OUT AS SHOWN ON PLANS r-- 2•-0 1/7. 910 - 1 u+Llleaon STANDARD CATCH BASIN SCALE: NTS E { 1 TIGARD, OREGON ! mu A R C H 1 T C T S 1 PROFESSUMIAI- SERVICE CORPORATION ! 11820 Northup War Suite C-w Bellevue, WA 98005 www.mulvoriny.com Tel: 4:5.822.0444 Fax 425.822.4129 A t., OtNt E N 1 4 M I G IIe4 t + 4 F# I �v� u'so SW W*T*Km Ane,, PertWA Dvgn *722e TC !!01.11003-033 FAr 503 Ieo3-"a4 L_ \` � ��►! KAMM a Bowe"a Lemcwt Rwnneeie a awArm" _ yJ VVI 0 L - nf�►I P �"- sum P T i 0 20' 40' G A R D E 0 R G 0 �a DATE DESIGNED I C. NEGELSPACH ENGINEER J REIAMNN SCALE: 1 r►= 40 r'" CHErKED 1___ . • t DETAI • - - -- � LS 7 A. AUGUST 6 1999 . . y '• d .iAiF i L1ht4�.. K' } '..` Rt i a ..�.`��- - ararn.�a`�� 7850 SW Dartmouth Str. .,'*'+�w+«+k'*•+'MM.p,r+Nra. •+--�"'.� -..... .�..... ... _ • .' " ' ' hY` ., t .• I - - SIT 1 -_ .•.�- -_ ..atr wwnwwww+lt.+a ^ .�.* .. - - ...,.,wn,,,,.._.. _- ti I y 999-00066 Sol 16win .r - . . .. ,.V LEGIBILITY GIBIL T STRIP nb c 3 A 7 B �I ��ull /r'llllllll�lal�l: I �l8 II I I {"!:li I Ali li i III u�; ll p�nlwIp I I Ito - 12 I;j 14 18 17 10 21O 2I 22 2$ 24 2S ?8 27 28 c91 ,i0 CD LI I 1 ! 01 WON It 10! i , 1 I Oa r q • . . , r i. .. 116womyNrw'+a•.?,MIMfIFI4w*+Mn'w..Ml1'M'•iw'Mr'.e ,,+•�M�ww.a-nw.+.urwWfr, Y•...:..,., y.,•w+w....,..,.•,ya�IMgIp.: .w.:. ...,:pMlYel