2400 33RD ST CONTRACT AGREEMENT 2016-01-01 MF Import

_ . :: :. ••�� -- � 0 � u t2 13 It 15 I6 n 1N 19 TO I1 2] i] ]a u T6 z] YB ss � JI ]2 �y !4 JS 0 D sn 59 � at �z �! r 206� NOT USED 'E1' 31+50.00 'E1' 31+7e.27 'E7' 31+7827 'E1' 32+15.30 �E1' 32h54.9fi 'E7' 33+55.79 'E7' 33a�979 'El' 33+91.9a 'Ei' 34+13.94 'Et' ]S+o7.3a 'Et' 35+18.94 'El' 35+21.91 'Et' 35+21.9� '[I' 1`r1�0}.�J� 'EI' J5iO3.91 'EI' 31h2294 'EY 34+1}.9� "Ei' 34+02.94 'EI" 13t95.94 'El' J3+B6.91 'E1' 33+29.95 'Et' 33+11.86 'E1' 32+7�.BG 'Et' 32+30.79 'E1' J2+29.69 NOT USED NOi USED 'El' 31+25.00 'E1' 31+25.00 'F.I' 35f75.94 'E1' 35+75.94 'E1' 36+11.91 59.59' LT TCM EXI' A8.09' LT 62.25 48.09' LT 61.73 }y,41' R� 50.98 67.41' RT 59.50 61.�1' RT 58.98•• 61.41' RT 59.75 61.41' RT 59.75 45.9B' ftT 59.52 61.41' RT 59.00 •• 15.00' LT 56.54 15.00' LT 56.74 •• 17.00' RT 56J4 ^ 15.00� LT 58.11 15.00' LT SB.B7 28.00' LT 58.61 28.00' LT SB.37 37.50' LT 59.30 d4.50' LT 59.94 9�.50' LT fi0.06 a�..50' LT 6023 3I.50' LT 59.3d }7.50' RT 59.38 }�.50' RT 59.Y0 SI.50' LT 59.2D SI.50' LT SB.39 JI.50' LT 5B.70 58.50' Rf 57.97 37.50' RT 59.26 31.50' RT SB.35 68.50' RT SB.70 28.00' LT 59.02 28.00' LT 59.42 31.35' RT SB.37 27.25' RT 58.73 17.OD' R� 56.03 ts.00' �r 56.07 68.SO.RT 59.70 94.50' 1.T 60.86 94.SC LT 60.50 . :. -. ,� �- - ANGLE PT. N0. STATION OFFSET� ELEVATION as 'E1' J6+11.94 3I.50' LT 59.56 ss 'E7' J6+71.94 31.50' NT 59.56 �] �E7' ]6+20.94 J1.50' t7T 59.47 a) 'E1' J6420.9! 31.50' LT 59.47 � 'E7" }6+20.94 91.50' L7 60.41 �9 'E1' 37+10.91 9�.50' LT 59.51 � 'E1� 37+10.9� }7.50' LT 58.57 St 'E1' 17+11.69 31.50' ftT SB.57 5� 'E7' 37+26.31 31.50' RT SB.42 5] 'E1' 37+T6.31 31.50' LT SB.12 sa 'E1' 57+37.31 76.00' LT SB.9B s5 'E1' }7+37.31 6B.50' RT 58.09 � 'E1' 37+48.31 31.50' RT 58.42 5� 'E1' 37+48.31 31.50' LT `8.42 5B 'Ei' 37+fi},}7 94.50' Li 59.40 59 'E1' 57+63.31 37.50' LT SB.57 so 'EI' 37+62.11 31.50' RT 58.56 61 'EI' J8�29.77 76.62' RT 59.15 sY �FI' 38+35.31 31.50' Ri 59.29 65 'EI' 38�35.}� 31.SC' LT 5929 s� "EI' 38+35.31 9�.50' LT 59.87 65 �EI� 38+14.31 9�.50' 1.T 59.98 6e 'E1' 38494.31 31.50' LT 59.38 6� �E7' 38+44.31 31.50' RT 59.38 se 'E1' 38�59.51 76.64' f7T 59.}9 6s �E1' .19+17.38 76.68' ftT 59.93 �o 'E7' 39+25.31 31.50' RT 60.19 ]t 'E1" S9+Y5.31 31.50' I.T 6DJ9 �P 'E1' 39+25.31 94.50' Li 60.36 n 'E1' 39+43.31 91.50' LT 6D.47 la 'E1' 39+43.31 31.50' LT 60.37 l5 'El' 39+4J.31 37.50' RT 60.37 ]6 'EI' 79+62.53 68.50' RT 59.40 n 'El' 79+68.32 5�.55' LT 60.62 �e NOT USED - - �e 'El' �0+24.31 91.50' LT 60.06 Q 'El' �0+37.31 9�.50' LT 59.97 nt 'EI' �0+57.31 9�.55' �T 59.79 P] 'E7" 41+05.31 9�.50' LT 60.J3 9! 'EI' 41+19.57 82.05' LT 60.27 Bs 'E7' 11i�76.57 82.05' LT 60.00 [85 'E1' 42+8�.57 82.05' LT 61.08 � �SIT�BL' 218+9B.J5 201.19' RT 61.28 � urw 1l1Yf • ., -. ,� �- - • :, -. ,, �. ANGLE PT. N0. STATION OFFSET ELEVAAON e� 'E1' 43t02.57 � 37.09' LT 60.81 Q 'E�'• 42i99.07 y4.02' lT 61.01 ey i1' 42t93.77 1.26' LT 61.30 90 �E1� �2+77.99 54.67' RT 60.38 91 'E1' 4Y+7},y8 72.I4' RT 60.65 9i 'E1' 42+68.fi} 89.60' RT 61.07 s.1 NOT USED - - 9a 'E1' 42+51.50 142.37' RT 61.52 95 �F.1' {2�37.69 762.31' RT 61.fi2 96 �E1' 41+50.�1 162.31' RT 60.75 9] 'E1' 11+20.69 162.31' RT 60.60 9tl� �E2' 60�84.02 22.00' LT 59.49 99 �H' 1008+78.09 30.}p' LT 59.Y8 IDo 'H' 1008+91.51 27.fi6' LT SBJS •• �m N0T USE� �os 'E1' 40r57.91 245.82' RT 58.77 •• ipy 'E1' 40+5�.71 Y40.10' RT 59.72 to� �Ei' C0+57.05 2}2.63' RT 59.39 tOs 'SITE_OL' 206+72.98 61.41' RT SB.9B •• 106 'SIfE_BL' 406+67.d8 61.41' RT 59.48 io] 'E1' 40t17.76 76.7]' ftT 59.77 toe "E1' �0+24.31 31.50' RT 60.06 �a9 'E1' �0+24.31 31.50' LT 60.06 110 'Et' <0+7J.J7 }7,50' I.T 59.97 tn 'E7' 40+33.31 31.50' FT 59.97 11Y 'El' 11+06.21 31.50' Rf 60.03 113 'E7' 41+05.31 31.50' LT 60.02 tu 'Et' 41+17.57 27J4' LT 59.54 n5 'El' 41+�1.57 47J4' LT 59.54 v6 'El" 41+41.S1 0.00' S9J6 t'] 'E1' 41+�9.57 19.05' LT 59.75 uB 'E1' �1+76.57 19.05' LT 60.OD lt9 'E1' /2+39.57 19.05' LT fi0.63 t2o 'E1' 42+43J6 78.51' lT 60J9 �Yi 'E1' 42+57.28 14.89' LT 60.93 u� �E1' 12+66.94 12.30' LT 61.03 iz3 'E1' 4T+78.53 9.79' LT 67.18 tu 'E1' 42+2L51 9.71' RT 60.27 tf5 'E1' 41+76.57 9.71' RT 59.82 11e 'E1' 41t19.57 9.71' Ri 59.85 �� 'Et' 11+49.57 72J7' RT 60.09 taB 'E1' 41+76.57 72.71' RT 59.82 i2s 'E1' 42+12.57 72.77' RT 60.18 INC,�► WG� ncllE�ts oic. �00 1�IM /wnM K BNMw�, WA 9E001 (+ss) s�s-i000 C ANGLE PT. NO. STATION OFFSET ELEVATION iJo NOT USED - - ul 'E7' 11+95.44 99.31' Rf 61.20 u2 'E1� N+50.44 99.J1' RT 60.75 t].l 'E1' 41+J2.44 99.31' RT 60.77 IN �SIi�BL� 207+92.48 5.00' LT 60.38 i35 'SITE_BL' 207+92.48 5.00' RT 6028 IJB 'SITE_BL' 208+40.26 5.00' RT 60.65 13'/ 'SR�BC 208+40.55 5.00' LT 60J5 t38 "SITE_BL� 207+10.00 40.59' LT 61.87 I]v 'SR�BL' 207+40.00 59.93' LT TCH EXIST Ho 'SRE_BL' 407�M.00 60.04' LT TCH E%157. tat 'SITE...�L' 207+44.00 �8.59' LT 61.86 up 'SIT�BL' 207+76.00 10.59' LT 61J6 tu 'SITL.5L' Y07+7fi.00 61.09' LT 4TCH E%IST. H/ 'S1I�Bl� 207+80.00 61.22' LT TCH F.%IST. ta5 'SIT�BL' 207+80.00 40.59' LT 61.75 1�8 'SITE_BL' 205+BJ.18 15.88' RT 59.50 i�� 'SRE_BL' Y05+81.98 45.BB' R7 59.50 � I�e 'SIT�BL' 405+87.98 67.91' RT 59J3 ta9 'SRE_BL' 205+78.98 63.91' RT - tso "SITE_BL' 205+66.98 63.91� RT TCN E%I5T •St 'E2' 60+07.10 72.00' LT 60.16 15I 'E2� 60+l7.10 22.00' LT 59.Bfi t5] 'E1' 30+65.25 15.00' LT 55.29 t5� 'El' JOi68.25 15.00' LT 5l.B7 O i35 'E1' JO+BB.45 15.00' LT 55.13 O I56 'E1' 30+91.25 15.00' LT 55.6J I5� 'Ef' 30+97.25 75.00' LT 55.71 �sa 'Et' ]1+00.25 15.00' LT 55.Y8 O 159 'E1' 31+20.25 15.00' LT 55.54 O teo 'E1' 31+23.25 15.00' LT 56.0� 161 �E1' 31+29.25 17.00' RT 56.11 te1 'E1� J1+32.25 17.00' RT 55.67 O 16] 'E1' 71+50.00 17.00' RT 56.02 O Is� 'E1' J1+6B.25 17.00' RT 56.50 0 tss 'E1' 31+71.25 17.00' RT 57.00 Ise 'E1' S�r20.9! 94.50' L7 59.14 i6� 'E1' 34+25.94 94.50' LT 58.69 •• tse i1' J4i94.94 94.50' LT 59.45 •• ie9 �EI' 14+99.94 94.50' LT 60.01 tlo 'E3' 100i91.36 75.�0' L7 59.29 t]I 'E3' 100+95.56 15.00' LT 58.73 /% i7z 'E3' 101+09.l3 15.00 L7 58.52 // . ;: _. -. �: - ANGLE PT. N0. STATION OFFSET ELEVAT[ON tn 'E}' 101+13.30 15.00 LT 58.96 ns "SRE.BL' 206+80.00 �8.09' LT 62.05 n5 'SRE.BL' 206+88,00 I8.09� LT 62.03 ile 'H' t00B+14.31 21.68' LT 59.31 m 'H" fODB+48.49 21J9' LT SBJ9 O �]e 'H� 1008+97.52 22.0}' LT 58.56 O tl9 'SRE_BL� 207+64.aB 61.41' RT 59.50 '- DESICNED CRADE AT THE BOITOM OF 7HICKENED CONCREiE FOOiINC AND SIAB •• - DESIGNED GRADE A7 TOP OF CURB CU7 O- DES!�NED GRADE AT TOP OF DRIVEWAY CUT NN - DESICNED CRADE AT BOITOM OF AOA RAMP NOTE" 1. ELEVATIONS SHOWN IN THE TA6LE5 ARE CALCULATFD AT THE TOP OF CURA. SEE DRAWINGS C-501 TIiRU C-504 L F(:FNII �i FACC OF CURB - ANGLE POINTS �"°"` SOUNDER COru1MU'fER RAIL � "�A EVERETT STATION ra.�m.: C-505_C-510.DWG PHASE 2 conwci No.: EVERETT, WASHINGTON SOlNIIDTRANSR RU/CP 2f-O6 FACE OF ';URB °at" °a1 ANGLE POINT DATA TABLES 8-23-02 � � � � �yy�N! "� ,_ HALF� . SCALE �. vier� Na.: C-508 eel No.: flw.: 28 �