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HomeMy WebLinkAboutTED4003233.30 IL d N •- � ca H CO) a 1� �U •W Q� W Z C13 W W (L Q L U t vi w L Q my w� x 'c aoE Hwyy a 73 ,E om. 111�1�I z 0 V) ix LINE TABLE �4�1�.::��S:lisi���•� yl W �1:�!•1•�r� � � I ��it. � �1:A•rl r�: a .�' I��n •: CURVE TABLE CURVE LENGTH DELTA RADIUS C1 20.28' 58'06'18" 20.00' C2 9.90' 56'45'01' 10.00' C3 22.63' 37'02'46" 35.00' C4 11.82' 19'21'20" 35.00' C5 8.62' 15'47'19" 31.29' C6 46.69' 7625'49" 35.00' C7 21.72' 51'51'08" 24.00' C8 17.11' 49*01'11" 20.00' C9 12.45' 142'42'28" 5.00' C10 5.15' 29'30'54" 10.00' C11 5.16' 29*32'26" 10.00' C12 2.99' 17'07'54" 10.00' C1 31 58.29' 95'25'46" 35.00' C1 41 6.53' 124'41'42" 3.00' I ► s' #336 J I � Ce I RIM 37.54 IE N 35.49 IE E 36.59 ' IE S 35,59 I SOT .33. 84 WS 35.64 I I : S (TRENCH DRAIN 20 0 10 20 40 RIM 38. 11 0 I E 37.71 I W�11 , 1-STORY I BRICK/CONC BLOCK CONSTRUCTION NOTES f REM 3 5. IE 36.43 �+ f I s ; ® CONSTRUCT ASPHALT RAMP FROM FINISH SIDEWALK GRADE TO FINISH GRADE AT RUBBER PAD OF RAIL ROAD. THICKNESS VARIES, 2" T eo 36.03 < f l / / I / MINIMUM SEE DETAIL I I 4 CB I ► `�. i < GRAVEL f RIM 37.35 Q� (f) f O TRENCH DRAIN / l '• ,, IE r 331 5 o v RIM 38. 11 ce ! < , O2 CONSTRUCT 4" CONCRETE WALK. MATCH EXISTING CONCRETE FINISH, SSMH I r33230o I < , W IE 37.26 RIM 37.62 �� PATTERN, AND ADJOINING GRADE. RIM 37. 17 FL 7 6714) ,� n `i EE W 35.82 I o I! Y ` C 80T 33.47 ` cn SOMH d j < CB 1C�0 ws 33.82 ! 5DMN IV -16.84 O AL /E S �6.79 / RIM 37.19 5< f f f 1E N 31.03 G -'/WK I IF E 31.03 _ 1E N 3L04 I f IE W 36.14 � IE E 30.99 i IE- W 30.88 IF NW 35.79 IE W 30.64 i � WSBO 35.5 4 !�Y ' ¢.. S iJ/ ��/ �• % pBENCN 1 BENCH 4 80T 30.34 , WS 30.64 f <5 ` / c i e ca�. c 87 < - -D B < 4 5 Ile 2 RB & SW RIM 38.23 - 5 a? / nIE S' 32.83 f 4 SD �1 f 2 00 3 RIM 7. PAVEMENT TCH + I IE N 35.57 b' 4%N %�� DETAIL C10 o IE E 35.6s o • . ASPHALT IJ4 V) IE S 35.36 ry • /� 11+00 1 I ROT 32.51 a -�#� - "-' I - 5W. 2'32"E v 12+00 I ws 32. 91f 10+00 N85.56 4� E - --4-- -a / CD + ± L27 37.66 177478.9906 P 4 5.31 T Zp E 1304315.3666 0 I G 3 37.88FG a v •� S , �a:70' CURB M cv 5 37.98 3&09 5 4' CbNC VE(ACK < ` 1.04 / < CURB do SW I, CUR &i SW BEGIN,'�: 0 ' 3 1 P5 63' I �O 4 GrO .'t•� �:=4 02 I i 37.91 i 1 ®5 `? / d 372 q 6 10 ,- O3 BACK OF WALK LINE IS CONCEPTUAL ONLY. MATCH SAWCUTS WITH EXISTING EXPANSION JOINTS OR EDGES OF HANDICAP RAMPS TO THE EXTENT POSSIBLE. 1 ® CONSTRUCT VERTICAL CURB PER DETAIL C10 50 CONSTRUCT SIDEWALK RAMP TYPE 1C PER STANDARD PLAN F-3a ® CONSTRUCT SIDEWALK RAMP TYPE 1A PER STANDARD PLAN F-30 O INSTALL TYPE 1 CATCH BASIN AND CONNECT TO NEW TYPE 2 CATCH BASIN. SEE DETAIL 5 C10 ® INSTALL TYPE 2 CATCH BASIN, 48" DIAM. MATCH FINISHED GRADE- CONNECT TO EXISTING PIPES. SEE DETAIL g C10 ® INSTALL 35 LF OF CL52 8"0 D.I. STORM DRAIN PIPE. g1OEXISTING MANHOLE TO REMAIN. DI C ONS-TRUGT SWI,&LE SIDEWALK RAMP N _R L TYPE Z B Pt R STANIDA�ZP P �-�N'- 36 88) / 0 LT j END URB 1 C9 C9 ce ! i RIM 37.53 \.1 / 2 3 1E w 36.43 4 `✓/� BOT 33.68 WS 36. 43 5 Go 10 BEGIN LT + - CURB & SW 3+ SD----SD----S4 -SD - - - SD- - - - SD- R=925.00��' - °~` I� " 14+47.52 It 7 9 S88'01 45 E / 52.45' -----i hl S TA ," 4!" D IA _ �--1 7 TIC 14 C K 'DA A l� • END 8 PT - 3 CURB do SW - -RIM 32 3 WSDOr 05 051 U 6 ) q , E E 36. 07 o N 177445. 0008 c 0 `_ lE W 35. 82 m E 7300482.2749 - D - BO T 33.37 ELEV 38.03 P� p.R` E � 21 RT RI MN R1 , EEIt7�DD � RIM, 37.93 D;,�N 1E IV J.3.9J !E E 33 3 RIM 38.31 !E N 35: 51 61.07 RT 1E S 33.28 BEGINIE NE 35.61 NEW CB 'E- E 35.51 f SISE DMH _/ p/ ► RIM 37.43 RIM = 37.86 1r' SPY 346 f R/M 57- 75 < i IE£ N 37. 93 DI f_A 6 IE = 3594 IE N KI 35. 36 IE N 33. 4!E 5 31, 78 N 177416.6914 0 / I IE = .94 80 r 32.06 ' IE E ;5.03 ► E 1,30054.9.7888 wS 34.36 / I 1E SF_ 33. 75 / ELEV 37 98 I IE S 33.55 P cv IF W 34.20 ( SDMH a RIM 37.27 IF E 30.77 D4 IE S 30. J2 60 T 28.72 K'S 30.32 I ISD 5 �= I 1 cn I I 1/ I , I I I C.0,'O 'AL K , / #4717 1-STORY BRICK FOUND REBAR & CAP 17 362 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, AND THESE PLANS AND SPECIFICATIONS. 2. ALL GRADES SHOWN ARE AT THE FLOWUNE OF THE CURB UNLESS NOTED OTHERWISE . ALL DIMENSIONS SHOWN ARE AT THE FACE OF CURB UNLESS NOTED OTHERWISE. 3. FACE OF CURB TABLE FOR THIS SHEET ONLY. 4. ADJUST ALL MANHOLE AND CATCH BASINS TO MATCH FINISHED GRADE. GARRY STRUTH ERS ASSOCIATES, INC. 3150 Richards Road, Suite 200 Bellevue, WA 98005-4446 Phone: (425) 519-0300 Fax: (425) 519-0309 Q o E-mail: gsaQgsassoc-inc-com httpJ/www.gsassoo4nacom z AS-llUILT LEGEND NEW CURB EXISTING CURB 100.00 PROPOSED GRADES R-323303 23303 JUN 2 2 � �