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Plans ..� 11 i W- b S ;.4-71 01V A- .� A4-e- I L= S C�1 '° P "r 4 P 6 v CO '& M ��2G I ( IvY? 2 r p � . 7-- soo3 g- 1 I • 1 a � ... I L 2.50' 180 ° 00'00" 7 85' CONSTRUCT NOTE 12 +6 1 3 v!. , I ` f ? ': SIDEWALK ADJACENT TO EXISTING BUILDIN�7 13 +16.22 �;�' CONTRACTOR TO VERIFY DEPTH 0 125.76' L _ 7 _ _ ROW /CONSTRUCTION LIMIT FOUNDATION PRIOR TO BUILDING SIDEWA 20' 10' 0' • 20' 40' 13 +39.31 >>` AND NOTIFY ENGINEER IF BOTTOM 0 29.99' I FOUNDATION I S HIGHER THAN SPEC I F I E 27 -{ 135.41 ' L SCALE. I " = 20' i D FINISHED GRAD _ ' u ;� - - - - - ti , ly GN ER OF , - w g �_ 12 +47.65 l - _ - /- AL NT s O ec,� �• 'f3 + 39.36 RAMP WITH CENTER 0 _____ ,e r , _�- " : - , - 135.36 L 9.5� ff m a - �� I ® �'_ h 127.25 L PLATFORM -�>? - _ r; I 1 MATCH EXISTING 28' ■ END OF BALLAST 12 +566.63 12 +56.5.1 in 13+ 16.33 m CURB T.0.0. 6" 125.76 L '.4,44.4. ..• . . � 1 12.25 ' L _° 3 : -L-0)--- - _ �,,._,, I PAVEMENT + ABOVE APVEMENT _ '� �` ' J I SECTIO I1 +44 12 +47.26 o `t , - (SE 13 +3 �0 �T +17.� - - - - - .TOxu v : - ` ;n:',.:r • ,.:.. 12 +65.42 , . 30- i ! + SAWCUT o 1 02.85 L f '' % ' . 112.18'± o . (SEE NOTE H) _ i` I ® TB TRACK 12 +57.53 '1 ,�° 8, 12 +64.41 �. - • GAUNTLET TRACK r, crates Q t �La o 102.74 J______ _ _ .e, 1 T __ - _ ri Mr 1 �7dtstrc f _ - • . ' , , � � /ilig - PROPOSED TRACK 24 i s > 1 ,, m +3 .98 © r ` = �� ~• � 0 +54.9 ' ; , e w , , O o vs 48.56 L 1 � Qt 2A. 1e. / • � �� ��� iask ° 66. I I' L 2 0305 0 12100.58 ' : .'4' .• y; 1q•;;;•' ° c o 14-1-37.96 7.9L O ' ( `f ' / �• � -23 Q o 36.50 L © m. {t -�� �a fo� 0 1 10 +54.91 I�,�; 12 +63.79 71.7.7...........m. 2 L _ 47.30 L � ;= 57.86 L © ���:n . 12+67.59 • ���� • � � �-® ��/ 0 .�✓�/I ® 5 _3 _s n _;�` �G ikEfialt t�1 C1 s '(e v� J .11 111111111 - , ,.:; In •'...7... O �Qf�q ®� ® _.W - - - lf�m.9 ® m.�.m�m f�N 9 � �i�® :� � �® �L 9 ® . 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( - ' ' 6.50 R I 6.00 R 6.00 R 6.00 L I _ 'w ao CON L INE A _ _ o_ o_ - _ _ _ T �, I C315 ! � �1 (� REFERENCE DETA I L(S) - nn I CONST. 6' COATED CHAIN LINK FENCE TRI -MET STD I /CTM30I • - ' I F 3 LIMITS PAV ING ° v 2 CONSTRUCT CONCRETE SIDEWALK TIGARD STD 120 i { POO EAST OF PROPERTY LINE 4 TRACK SIGNAL EQUIPMENT SEE J SERIES DWGS * 6 CONSTRUCT ST A OFFSET FENCE 6" 3 CONSTRUCT AC PAVEMENT ! I . I &I 20.45 R , AC PAVING LIMITS k / ` 3 SO 5 INSTALL CONCRETE P. CROSSING _ Z STANDARD CURB TIGARD STD 125 4 j r %,I CURB CURVE CHART 7 CONSTRUCT PRIVATE RD ENTRANCE r ROW /CONSTRUCTION LIMIT / TIGARD STD 162 ., a 96' L 25.00' 92 ° 42'56" CURVE STATION OFFSET RADIUS DELTA LENGTH 8 CONST.'BALLAST CURB - TYPE I I • TRI -MET STD CTM201 ` ; I I CI 10 +60.25 48. 9 CONSTRUCT RAMP 13530101, 13A30101 �4 1 C2 10 +91.36 25.70' L 3 40.46' I0 CONSTRUCT PLATFORM - a 5.00' 95° 17'56" 8.4 I I CONSTRUCT PIPE HANDRAIL 13530101, 13A30101 ° '�� '' ti ` , � - - - - - - C3 11+45.46 23.00' L 3.00' 180 °00 9.43' 12 CONSTRUCT GUARDRAIL TRI -MET ATM841 11-1,./ C4 I1 +97.59 23.00' L 3.00' 180 ° 00'00" 9.43' 13 CONSTRUCT 6' SLATTED FENCE DETAIL 3/SDA30902 I I C5 12 +51.70 25.00' L 5.00 89 ° 53'56" 7.85 TRI -MET I /CTM301 _ 0 I C6 12+62.64 25.00' L 5.00' 89 °53'56" 15 INSTALL REDUCED PRESSURE INSTALL I" WATER SERVICE TIGARD STD 520 7.85' SSURE BACK I rf i ! C7 13 +87.13 27.45' L 7.40' 134 ° 42'48" 1 7.40' TIGARD STD 555 C8 1 4 +37.46 3.20' R FLOW ASSEMBLY ' I 50.00' 45 ° 44'O6" 39.91' 6 INSTALL HOSE BIB I I C9 14 +31.93 23. I0' L 10.00' 90 ° 00'00" 15,71' 13M30101 I GENERAL NOTES CIO 14 +41.27 30.58' L 2.50' 135 °00'00" 7 INSTALL TACTILE WARNING STRIP I /ATMS I I li NOTED 1 11 CII 14 +30.77 12.58' L 5.00' 45 °00'00" 5.89' 18 NO 2P CROSSING SIGNAL A ALL DIMENSIONS ARE FROM FACE OF CURB, UNLESS OTHERWISE L 3.93' OOJ30100 SERIES C 12 14 +26.93 1 2.62' 5.00' 90 ° 00'00 38 " 6.00' I80 ° 00'00" 18.85' 19 PLACE CONCRETE WHEEL STOP 1373050 I & I /SDC3090I 7.85' 20 INSTALL 9 BIKE RACKS ~ B SEE DRAWING 13C30501 FOR ALIGNMENT PLAN DATA `�" C 13 12 +08.35 1 2.00' R 6.00' 88 10'" 97.23' SEE SPEC SECTION 02870 5 1 C SEE DRAWING 1X30101 FOR MAIN ST. IMPROVEMENTS CI4 11 +99.43 12.00' R 21 INSTALL IRRIGATION LINE SLEEVE � 4 1 22 INSTALL O" HOSE CONDUIT. CONNECT I EMPTY CONCRETE 1 D SEE 13A30100 SERIES FOR CI6 11 +57.25 12.00' R 6.00' 96 ° 14'22" 10.08' OR ARCHITECTURAL PLATFORM DATA CIS 11 +53.17 19.02' R IO.pO' 92 ° 26'07" 16.13' °- I E SEE 13A305 1 01 FOR GRAD FOR AND T CTURA E L PLATFORM VAULT. CONFIRM LOCATION OF #2P PRIOR TO INSTALATION. 13 F SEE I3E30 I FOR A CROSSING SIGNAL DETA S C17 10 +46.35 40.06' R 25.00' 77 ° 25'I4" 33.78' 23 SCORING PATTERN ' I / 13C30552 I" COPPER PIPE !- - _ C I8 10 +41.55 6.00' L 20 3.00' 98 ° 37'32" 5.16' 25 INSTALL CONCRETE UTILITY 24 SCORING ! - - - - - _ _3 3�5_I 0' PARKING STALL STRIPING PLAN C19 10 +41.21 10.40' VA H PLATFORM LOCAT 1 ON S OWN I P A C A 1 N TALL TO L 2.00 105 19'43" 3.68 . • VAULT AT '� ALONG EASTSI Q PARKING LOT STAT i ON L I M 1 TS SHOWN AND OFFSETS TO TRACKS C20 I 0 +61.90 58.00' L 50.00' 209355°.331297.;243032:',' 3 °32'20" .54' . - 0 A S _ _ _ _ _ SHOWN IN SECT I ON C ON DWG SHOWN STATIONING G I VEN C2I 10 +93.82 5.50' INSTALL 4' 1 COATED CHAT S L T I D 0 DE TA E 2 ALONG COLD STING CURB, 3 / 1111 1111•1111111111111 DE OF PLATFORM- STATION AND OFFSET ARE TO RADIUS POINT OF ARC. TO FOUNDATION_ SEE DETAIL 2 13C305 27 CONS T ADA 'A O4��1it� 1 _ EXI ` LLO RFI 241 LLO 8/19/04 - - _ - -- - h1. - DESIGNED 19 ,E TRI -COUNTY NMETROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH INGTON COUNTY COMMUTER RAI i LLO - .__..__ BKH 8/19/04 TRACK/SYSTEMS �T �Q (°' a $ ©PC 2 R EV I SED -2 DRAM.; WE' m_© PC 20061 REV ISED AND 13 PROJECTS ;,, 0 LLO © 2.0 061 - -- - OG E 6/1/06 3 I G f . �� 5 ° o __ rHecx_D 0 �" R MET FACILITIES DIVISION _ c l © ISSUED FOR CONSTRUCT 10N AR. r R. .. � ', k.. 4° naTE BY 'PPS S fl,�SpNS _ , _ FWN 6 /3 710 N.E. HOLLADA7' STREET 8 - P - _ Original Orawta; stae,ped and Snead by FP.V t y,�,�c + DA __ - - PORTLAND, OREGON 37232 N No ^ ° - .� ---- - -- I APP OM -_._._ n7_z, _,•� DATE „_ owl e CONfP.+r .VJ.: SYEi.. •fn r • t • F • G • H 1 NOTES: 4. C I - 0® 0 0 f o 0 0 0 J K M • • - x x x x x x x x x 2 I� ����� 1.\\••••■■■■■■■■■■■ ■ ■ ■•••••��11■■■1f■■• ■ ■� ■ ■■••■ ■ ■■ ■■11111 \•�111111••11110 .l . .1 .11 ■■ ■11\.11■■■■ ■1111■■ ■■■ ■1111■■ ■ ■1ilialiiii .fill■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■1 t.�� ���1,. I■■ .. . ...■■ ■. ■■■■■■■ ■■■■ ■■■.■■■ VELD CC �==MMZ l 4 � .■.■ ■ ■ ■■.■■■11■■■■■■■■ >,. ■ ■ ■. ■. ■.. ■■. ■. ■11 ■ ■..... ■ ■. ■. .�� ..1■■■■■■■■■■■■. ac.i. ■..�c.� ■ ■■■■ ■■■■■ ■��■ ■■I 1 ,• ■ ■■■■■■■■■■■1 - -- - - - •f si x 4-X x • �s�, x x • -- -- x 011 .. o o- Fe . . o _ . p o P . •� 00 7__________Iigh. , 6, 6, 6, , 6, 6- e''____ * ( r , 1 HB -1 AL = • 3M30101 - 4 �� • • PLUMBING FIXTURE SCHEDULE FIXTURE NO. DESCRIPTION ROUGH -IN SIZES BASED ON W V CW HW HB -I GROUND HYDRANT - - 3/4" - FIXTURE: BRONZE NON- FREEZE POST HYDRANT WITH CAST IRON J.R. SMITH 5 BELOWGFROSTDL AND NE SET N HANDLE A BED OF GRAVEL. DRAIN VALVE HOUSING FIG. 5910 • I' 6" 0' I' 2' Nom ■ —��� SCALE:. I" = 1' -0" - PRO cs I z /� os iii, � G FD o TRI- COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASHINGTON COUNTY COMMUTER RAIL _ TAS 12/1/05 % '' • # /4:0 TRACK /SYSTEMS /STATION CMCG DRAM a onES °4'� CAPITAL PROJECTS VH o7 /11/06 9 + g USSEL� N � \ " « . AND 13- TIGARD TBD STATION cNECKEO ah 401 1111• " 1111••• T R M E T FACIftITIES DIVISION PLATFORM PLAN -MECHANICAL 07 CS • MH ISSUED FOR coNSrnucnoN i 06---07 b1TE BY APPD. REVISIONS _ MH 07/19/06 710 N.E. OREG STREET CHK. oArE sues+ -p. DATE PORTLAND, OREGON 97232 FILE 13 M301U1,C1WG - At-PAPER I F111T 7/10 /onn:. I, AL •u e.. r..n..- _. .,_ - ._ - •_ - - . - -. •. � � 07/31/06 .WPROVE ------ DATE SCxE• —�^�I DRAWING NO.: ,JJNTRACf NO.: !1� /Zi Inc .. ' '" i .. I -.. I SHEET NO,- r....„