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POINT TABLE - FLOW LINE POINT TABLE - FLOW LINE POINT TABLE - TQP OF SIDEWALK <br /> POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION PQINT ELEVATION NORTHING EASTING DESCRIPTION <br /> 101 - - 367835.57 1301987.98 FLOW LINE 1 151 19.15 367409.28 1302257.54 FLOW I.INE 187 22.01 367773.00 1301962.48 TOP OF SIDEWALK <br /> 2 102 21.26 3677$3.39 1301985.20 FLOW LINE 152 18.91 367408.34 1302282.05 FLOW LINE 1 188 19.64 367656.84 1301958.43 TOP oF SIDEWA�K TYPE 3 BARRICADE. <br /> 7 .OQ 1301974.71 FLOW LINE 153 18.78 367419.19 1302289.49 FLOW LINE 189 18.91 367617.18 1301957.05 TOP oF SIDEWALK SEE CITY OF EVERETT <br /> 103 21.42 36 773 STANDARD PLAN 702, <br /> � 104 18.95 367656.42 1301970.42 FLOW LINE 154 18.64 367423.07 1302302.05 FLOW LWE 190 1$.60 367580.21 1301959.8$ TOP OF SIDEWALK EXTEND FULL WIDTH <br /> 105 18.74 36 <br /> 7663.21 1301984.81 FLOW LIN� 155 - - 367420.3Q 1302381.12 FLOW LINE 191 18.53 367582.8$ 1301971.14 TOP OF StDEWA�K ACROSS PARCEL ACCESS <br /> 106 17.96 367571.69 1301992.17 FLOW LINE 156 - - 367457.94 1302397.52 FLOW LINE 192 19.20 367397.27 1302069.25 TOP OF SIDEWALK <br /> 107 18.46 367547.75 1302007.89 FLOW LINE 157 18.05 367456.61 1302391.61 FLOW LINE 193 20.09 367213.35 1302062.32 TOP OF SIDEWALK STREET <br /> 108 18.46 367457.46 1302092.05 FLOW LINE 1 158 18.90 367459.71 1302303.33 FLOW LINE 194 20.01 367162.96 1302060.68 TOP OF SIDEWALK SECTION <br /> FILL <br /> 109 18.28 367429.19 13Q2098.39 FLOW LINE 159 19.11 367465.42 1302290.03 FLOW LINE 195 19.53 367081.41 1302058.17 TOP OF SIDEWALK SLOPE <br /> 110 18.21 367411.99 1302097.48 FLOW LINE 164 19.37 367480.40 1302284.05 FLOW LINE 196 18.87 367012.55 1302066.29 TOP OF SIDEWALK <br /> 111 18.58 367396.64 1302081.23 FLOW LINE 161 19.48 367488.39 13�2284.33 FLOW LINE 197 18.67 367017.24 1302085.87 TOP OF SIDEWALK <br /> 2' 2' <br /> 112 19.47 367212.91 1302074.79 FLOW LINE 162 19.52 367489.23 1302260.34 FLOW LINE 198 18.78 366955.66 1302102.66 TOP OF 51DEWALK 2 <br /> 113 19.18 367219.69 1302089.19 FLOW LINE 163 19.13 367481.24 1302260.06 FLOW LINE 199 18.68 366962.63 1302124.7$ TOP OF SIDEWALK � � <br /> 114 19.14 367178.47 1302089.36 FLOW LINE 164 19.10 367470.66 1302256.59 FLOW LINE 200 18.91 366939.59 1302122.09 TOP OF SIDEWALK <br /> 4 FLOW LINE 165 18.66 367461.95 1302239.37 FLOW LINE 201 19.16 366918.91 1302202.57 TOP OF SIDEWALK NOTE: LOCATE AT ALL <br /> 115 19.39 367162.96 1302073.0 EXISTING <br /> ASPHALT/PARCEL <br /> 116 18.91 367080.99 130207Q.17 FLOW LINE 166 18.65 367462.30 1302235.85 FLOW LINE 202 19,02 366932.90 1302203.06 TOP OF SIDEWALK TRANSITIONS. GRADE <br /> 117 18.67 367087.76 1302084.56 FLOW LINE 167 18.88 367478.63 1302220.33 FLOW LINE 203 19.10 366981.37 1302204.76 TOP OF SIDEWALK <br /> 118 17.99 366979.63 1302118.38 FLOW LINE 168 18.49 367481.34 1302142.92 FLOW LINE 204 19.02 366973.38 1302204.48 TOP OF SIDEWALK - -�7�T����i���i����'����� <br /> F W INE 205 18,70 367006.39 1302148.81 TOP OF SIDEWALK /\/\/\/\/\/\/\/\/\/\/\/\//\/\/\/� / <br /> 119 19.01 36693$.97 1302258.37 FLOW LINE 169 18.20 367466.95 1302149.71 LO L �\���\��\�/��/�\�/�\�/�������/���/���/�\�/� � //�/��/� <br /> 7 . 0 FLOW L1NE 17Q 18.50 367465.89 1302127.01 FLOW LINE 206 18.57 367000.65 1302143.23 TOP OF SIDEWALK \ /\/\/ <br /> 120 19.13 366932.62 13022 2 3 <br /> 121 19.48 366910.28 1302277.38 FLOW LINE 171 18.70 367473.83 1302109.60 FLOW LINE 207 19.14 367063.32 1302126.11 TOP OF SIDEWALK <br /> 122 19.48 366909.44 1302301.36 FLOW LINE 172 18.70 367546.31 1302042.04 FLOW LINE 208 19.04 367072.53 1302118.40 TOP oF s�oEwA�K U N D E V E LO P E D P A R C E L B A R R I C A D E <br /> 123 19.13 366931.36 1302307.99 FLOW LINE 173 18.46 367564.07 1302025.47 FLOW LINE 209 19.38 367074.36 1302137.97 TOP OF SIDEWALK <br /> 124 19.01 366936.72 1302322.33 FLOW LINE 174 17.96 367581.40 1302014.11 FLOW LINE 210 19.24 367080.24 1302126.67 TOP OF SIDEWALK <br /> 125 18.31 366934.19 1302394.70 FLOW LINE 1 175 1$.09 367614.69 1302008.99 FLOW LINE 1 211 19.86 367184.14 1302141.83 TOP OF SIDEWALK <br /> 126 - - 366894.08 1302433.29 FLOW LINE 176 18.46 367647.47 1302010.36 FLOW LINE 212 19.15 367402.49 1302149.48 TOP OF SIDEWALK <br /> 127 - - 366998.07 1302433.69 FLOW I.INE 177 18.77 367655.72 1302018.87 FLOW LINE 1 213 19.20 367412.53 1302164.84 TOP OF SIDEWALK <br /> 128 18.36 366958.28 1302392.29 FLOW LINE 178 19.10 367663.01 1302026.68 FLOW LINE 214 - - 367404.38 1302393.37 TOP OF SIDEWALK <br /> � 129 19.01 366960.71 1302323.17 FLOW LINE . . . REMOVED 215 - - 367484.26 1302402.21 TOP OF SIDEWALK <br /> 3 <br /> � 1 , . . REMOVED . . . REMQVED 1 216 19.57 367490.11 1302235.39 TOP OF SIDEWALK <br /> r�i <br /> � . . REMOVED 217 19.15 367493.35 1302142.92 TOP OF SIDEWALK <br /> � . . . REMOVED . <br /> i <br /> ° . . REMOVED . . . REMOVED 218 18.83 367494.53 1302109.45 TOP OF SIDEWALK <br /> o ' <br /> � REMOVED 183 19.64 367691.11 1302027.66 FLOW LINE 219 18.60 367573.77 1302035.58 TOP OF SIDEWALK <br /> .- . . . <br /> � <br /> z 134 19.01 366962.95 1302259.21 FLOW LINE 184 21.61 367791.62 1302031.17 FLOW LINE 220 20.26 367690.48 1302039.65 TOP OF SIDEWALK FILL <br /> � <br /> 0 135 17.99 366996.00 1302135.93 FLOW LINE 2 185 21.25 367789.32 1302021.56 FLOW LINE 221 22.24 367791.20 13020�3.16 TOP OF SIDEWALK SLOPE <br /> � 136 18.57 367075.55 1302110.23 FLOW LINE 186 - - 367833.95 1302021.26 FLOW LINE <br /> 0 <br /> � 137 18.98 367091.06 1302126.55 FLOW LINE <br /> � <br /> � 138 19.46 367184.56 1302129.83 FLOW LINE 2 <br /> 0 <br /> =� � <br /> 139 19.16 367177.55 1302115.43 FLOW LINE � <br /> � 140 19.16 367214.96 1302115.12 FLOW LINE HYDROSEED ALL <br /> Q FILL SLOPES EXISTING <br /> � 141 19.43 367230.49 1302131.44 FLOW LINE <br /> W GRADE <br /> � 142 18.54 367402.91 1302137.49 FLOW LINE <br /> '' 143 18.29 367396.13 1302123.09 FLOW LINE <br /> z <br /> 0 144 1$.33 367430.51 1302126.49 FLOW L1NE NOTES -�������������������� ' <br /> ���/j�/j�/j��/j�/j�//��//��//��/j�/j���/i����/��/j�/% <br /> Z 145 18.21 367440.87 1302149.32 FLOW LINE GRADING POINTS ARE SHOWN �\�.�i��� ���������i\�\j\�\/\��� <br /> a ON SHEET C1.01 - C1.12 IN <br /> Z 146 18.62 367424.54 1302164.84 FI.oW uNE THE STYLE: �XXX <br /> z 1 147 18.94 367422.25 1302230.24 FLOW LINE F� �.L S LO P E E R 0 S I 0 N <br /> Q _ _ MATCH EXISTING <br /> a 148 18.65 367436.64 1302223.46 F�ow uNE E�EVAT►oN P R OT E CT I 0 N <br /> °- 149 18.66 367437.97 1302238.53 FLOW LINE <br /> � . <br /> � 150 18.94 367427.16 1302255.60 FLOW LINE <br /> � <br /> 0 <br /> �ri <br /> 0 <br /> 0 <br /> / <br /> � <br /> w <br /> � <br /> W RECORD DRAWIN <br /> W IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br /> � <br /> 0 <br /> � PROJECT ENGINEER: SCALE: PORT OF EVERETT DW <br /> o PND ENGINEERS, WC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C� . 13 <br /> a a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> CONSTRUCTION OF THE QESIGN SHOWN ON THESE DRAWINGS. �Esi�NE� BY: DATE: W A T E R F R 0 N T P LA C E C E N T R A L <br /> o � or O Tn` 1736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. 2016 � CIP N0. 2-0-045_01, 6_8_001_06, <br /> � � � � � Seattle, � Q 9/15/18 JBK RECORD DRAIMNG F I S H E R M A N S H A R B 0 R 6-8-001 07 6 8 001 08 <br /> � `- Washin on 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br /> �� � VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> DRAWN BY: CHECKED BY: � <br /> ao � ENGINEERS, INC. www.pndengineers.com �1 3/14/17 �BK SITE REVISIONS APPROVALNOROM PNDEDDRAWINGSSA EI ALOSO NOTTTO BE USED D. McDONALD C. WIEST G R A D I N G P 0 I N T S TA B LE S PROJECT PD-WP-2016-�1 <br /> N0. <br /> � o P.O. Box s3s Qp 6/30/16 JBK ISSUED F� BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPRovED BY: <br /> oj EVERETT, WA 98206 DIRECTLY OR INDIRECT�Y TO PND. <br /> � Y (425) 259-3164 No. pATE BY REVISION A N D G R A D I N G D E TA I LS SHEET N0. 49 oF 195 <br />