Annotation Legend

Annotation Legend

133.6 139.6 142 147.9 150 0 15 1 0. 15 .7 9 4 1 150.7 151.2 1 5 1 1 5 . 5 1 . 9 1 1 5 5 1 2 2 5 . 5 3 9 . 1 1 54 .1 1 5 7 1 . 156.6 5 8 8 .2 157 15 9 158.4 16 0 2 .2 . 9 5 161.5 1 162 Annotation Legend Model Cross-Section Area Removed from SFHA Proposed 0.2% Annual Chance Floodplain Proposed 1% Annual Chance Floodplain Proposed Floodway TIE-IN TO EFFECTIVE STUDY LEGEND - PROPERTY LINE - RIGHT-OF-WAY LINE 100 - MAJOR CONTOURS 101 - MINOR CONTOURS - BUILDING FACE SCALE: 1"=60' EFFECTIVE FLOODPLAIN MAPPING A - EFFECTIVE CROSS-SECTION 60 30 0 60 152 152 - REGULATORY FLOODWAY 156 155 157 - 1% ANNUAL CHANCE FLOODPLAIN 151 - 0.2% ANNUAL CHANCE FLOODPLAIN 154 TEL: (503) 419 - 2500 FAX: (503) 419 - 2600 www.cardno.com 6720 SW MACADAM AVE, STE 150, PORTLAND, OR 97219 150 PROPOSED FLOODPLAIN MAPPING PORTLAND 01 - MODEL CROSS-SECTION - FLOODWAY - 1% ANNUAL CHANCE FLOODPLAIN - 0.2% ANNUAL CHANCE FLOODPLAIN 155 154 151 153 152 150 156 11 10 WALNUT LANE 09 08 12 TIE-IN TO 157 EFFECTIVE STUDY 07 STREET HALSEY NE AD AH SE MATNEY STREET BRIDGE BRIDGE ROAD ARATA NE 13 CERTIFIED TOPOGRAPHIC WORK MAP FAIRVIEW CREEK LOMR CITY OF FAIRVIEW FAIRVIEW, OREGON BY CULVERT NE 223RD AVENUE NE FAIRVIEW AVENUE 154 155 157 158 159 171 153 156 163 164 165 169 170 150 151 152 158 161 167 168 140 141 06 158 160 162 166 142 149 AI 158 01 148 143 02 144 03 145 146 147 14 AK AM 05 AJ 04 15 AE DESCRIPTION AF AN DATE 2ND STREET AL # NE BARR ROAD BARR NE MAP AO HARRISON STREET HARRISON , Tab: LINCOLN STREET LINCOLN BRIDGE RED PROFES TE SIO IS GINEE N NE HALSEY STREET HALSEY NE G EN R A 26 25 E L R 60175PE FOR OREGON J 3 UREVIEWL 0 16 . 15 ONLY, 2 0 C E I C DOMI R J E S 17 TIE-IN TO 24 EFFECTIVE STUDY RENEWS: 08/09/21 18 CULVERT DATE 02/24/2020 DRAWN KNY DESIGNED DEC Daniel Child CHECKED CJ - 19 PROJECT # 21914760 20 SHEET TITLE CERTIFIED WORK MAP 21 SHEET NUMBER 2/24/2020 4:59:32 PM 22 23 W:\21914760\Storm\LOMR Submittal\Exhibits\AutoCAD\1476-LOMR-WORKMAP.dwg 01 DRAFT AG LAND USE # #### File: Plot Stamp: MODEL CROSS-SECTION DATA TABLES *ELEVATION TAKEN FROM LIDAR DIGITAL TERRAIN MODEL SECTION POINT # NORTHING EASTING ELEVATION #6 6679 177504.16 409152.73 152.79 #11 7023 177233.10 409341.72 157.02 #15 7170 177081.15 409043.07 161.08 #22 7257 176603.24 408672.25 164.07 #01 6226 177940.52 409138.53 141.60 STA 7630 6435 177503.97 409168.54 152.47 STA 8044 7031 177222.04 409364.12 156.85 STA 8479 7169 177065.35 409048.24 159.96 STA 9145 7258 176602.49 408678.95 163.64 STA 7606 6057 177939.27 409153.87 140.83 6436 177504.26 409170.42 152.14 7033 177204.93 409372.61 156.63 7168 177056.85 409050.15 158.85 7259 176602.77 408686.38 159.43 6100 177939.63 409162.97 140.33 6438 177506.39 409176.37 151.10 7056 177187.98 409374.23 149.17 7129 177040.30 409057.87 150.89 7260 176601.20 408688.90 159.35 6987 177942.55 409170.70 138.76 6439 177507.59 409185.23 150.69 7057 177185.34 409375.64 147.65 7128 177038.02 409058.89 148.99 7261 176601.24 408690.63 157.88 6986 177941.62 409172.36 135.45 666 177536.55 409256.88 147.36 7058 177181.82 409377.71 147.47 7127 177031.75 409057.80 149.48 7262 176601.41 408692.71 157.93 6985 177939.40 409199.62 131.41 665 177539.84 409260.64 147.56 7059 177176.59 409379.33 147.48 7126 177027.09 409058.97 149.48 7263 176601.89 408695.19 157.93 6984 177939.32 409206.91 130.92 664 177541.82 409262.92 145.25 7060 177172.18 409381.00 149.77 7125 177024.26 409059.74 150.85 7264 176601.75 408697.62 159.25 6983 177935.24 409211.72 131.17 663 177552.54 409267.02 145.72 7061 177146.19 409393.57 151.34 6931 177007.17 409065.28 158.66 7265 176604.30 408712.30 160.32 6982 177933.76 409217.83 134.99 662 177554.39 409268.41 147.86 7106 177118.32 409401.23 152.34 6928 177004.33 409066.22 159.35 7266 176605.43 408733.46 160.00 TEL: (503) 419 - 2500 FAX: (503) 419 - 2600 www.cardno.com 6720 SW MACADAM AVE, STE 150, PORTLAND, OR 97219 6981 177929.49 409229.23 137.21 661 177559.49 409273.86 148.22 7107 177109.84 409405.67 152.40 6929 176996.63 409068.37 159.16 7267 176612.47 408768.46 159.99 PORTLAND #2 *200 177864.51 409135.70 142.97 *600 177573.06 409295.90 148.56 7108 177102.21 409411.93 156.14 6930 176996.00 409068.54 158.73 *2300 176621.93 408840.29 161.51 STA 7287 617 177863.97 409164.97 143.08 *601 177600.55 409319.96 149.09 7081 177098.59 409411.63 156.32 #16 *1600 176994.91 408843.58 159.67 *2301 176624.08 408856.89 161.97 618 177863.45 409170.57 143.13 *602 177597.44 409424.64 149.83 7080 177084.94 409415.38 156.29 STA 8666 *1601 176987.53 408853.05 159.27 #23 7281 176498.48 408674.14 165.12 619 177863.33 409171.31 136.72 *603 177597.23 409493.00 150.94 7109 177081.61 409422.63 156.21 *1602 176970.54 408874.86 156.47 STA 9246 7280 176499.20 408684.55 164.71 623 177863.36 409177.57 136.64 #7 6989 177434.12 409269.26 153.10 6975 177079.35 409424.60 156.15 *1603 176959.27 408889.36 152.07 7279 176499.92 408690.55 160.94 624 177863.07 409184.99 136.98 STA 7715 6988 177445.58 409280.20 152.73 6976 177073.42 409425.63 156.13 *1604 176957.26 408891.94 151.73 7278 176501.18 408701.93 159.57 625 177862.68 409185.82 143.10 6990 177462.63 409294.28 148.62 6977 177072.76 409425.77 155.69 *1605 176955.44 408894.30 151.99 7277 176500.83 408704.40 158.63 626 177862.68 409196.28 143.33 6991 177470.24 409302.73 147.86 *1100 177045.60 409430.47 155.86 *1606 176944.56 408908.32 156.71 7276 176501.00 408706.18 158.46 #3 *300 177835.01 409134.72 143.74 6992 177471.82 409305.89 145.59 #12 7036 177194.94 409290.42 157.06 *1607 176940.76 408913.23 157.45 7275 176500.93 408709.03 158.51 STA 7317 637 177834.22 409164.58 143.59 6993 177475.54 409310.01 144.72 STA 8184 7037 177188.75 409290.22 156.67 *1608 176927.61 408921.41 158.02 7274 176501.28 408710.39 159.76 633 177833.39 409169.95 143.16 6994 177481.02 409314.12 145.56 7049 177176.28 409291.40 149.58 #17 7246 176805.96 408820.05 159.74 7273 176500.24 408718.99 161.96 6206 177833.22 409170.41 143.01 6995 177482.19 409315.76 147.31 7048 177173.29 409291.47 147.50 STA 8843 7245 176799.75 408823.57 159.46 7272 176501.97 408730.64 163.30 632 177833.31 409170.65 137.47 6996 177493.05 409327.85 147.99 7047 177169.34 409292.45 147.19 7244 176789.79 408828.03 154.93 7271 176501.32 408736.34 160.45 631 177833.16 409176.12 136.85 *700 177549.37 409397.70 149.95 7045 177163.02 409293.03 149.65 7243 176788.97 408841.95 153.61 7270 176502.17 408740.30 160.36 630 177832.97 409180.90 137.59 *701 177570.75 409452.75 150.39 7115 177153.45 409294.49 150.09 7242 176788.85 408843.25 152.91 7269 176503.32 408745.15 162.37 629 177832.99 409184.26 139.75 *702 177570.62 409492.92 150.89 7116 177132.60 409296.61 155.06 7241 176789.58 408846.96 152.73 7268 176502.10 408768.14 163.73 628 177832.76 409185.00 143.16 #8 6997 177400.97 409299.56 153.63 7117 177128.24 409297.00 156.51 7240 176788.99 408850.03 152.67 #24 7220 176668.50 408806.05 160.09 627 177832.88 409195.00 143.85 STA 7788 6998 177406.49 409321.97 152.99 7118 177113.59 409301.18 157.85 7239 176789.11 408851.18 153.68 STA 9007 7219 176658.14 408805.42 158.98 #4 *400 177619.79 409044.65 149.90 6999 177408.72 409339.15 149.02 7119 177085.50 409306.79 157.60 7238 176788.92 408859.69 157.96 7218 176655.16 408804.52 156.22 STA 7520 *401 177630.72 409070.62 149.90 7000 177409.49 409342.18 146.28 6964 177058.93 409320.45 157.19 7237 176789.23 408866.01 158.69 7217 176650.35 408804.93 155.94 6337 177632.49 409113.32 149.50 7001 177410.99 409344.79 145.99 6967 177053.04 409321.52 157.13 7236 176790.73 408888.12 158.74 7216 176647.85 408804.34 156.05 6338 177633.49 409118.38 148.80 7002 177411.88 409348.20 146.03 6968 177052.40 409321.65 156.76 #18 10289 176793.78 408793.30 159.79 7215 176645.55 408804.69 158.09 6339 177633.46 409127.95 149.24 7003 177413.02 409350.54 147.81 #13 7301 177120.59 409191.62 158.87 STA 31 10287 176788.72 408795.65 159.57 7214 176638.94 408804.73 160.92 6320 177635.00 409143.07 149.39 7004 177436.82 409376.67 150.05 STA 8324 6618 177116.89 409191.91 158.53 10286 176788.59 408795.81 160.03 7212 176636.26 408804.52 161.41 6356 177552.51 409134.63 150.85 *800 177457.37 409401.12 150.43 7144 177112.32 409190.60 158.54 10288 176783.14 408799.24 160.12 7213 176626.17 408804.44 161.50 638 177632.05 409178.23 148.95 *801 177521.30 409459.38 150.31 6628 177101.45 409189.94 158.33 30130 176781.89 408800.78 159.82 #25 7228 176726.97 408822.54 159.96 646 177631.85 409189.55 144.82 *802 177553.22 409492.86 150.84 7143 177099.56 409193.33 157.78 30129 176776.51 408803.54 156.14 STA 8904 7227 176728.47 408838.93 159.54 645 177631.64 409195.71 144.64 #9 7013 177339.57 409328.78 154.60 7142 177096.53 409194.67 155.28 30057 176768.04 408804.51 156.08 7226 176728.99 408844.08 155.44 SURVEYED CREEK CROSS SECTIONS FAIRVIEW CREEK LOMR CITY OF FAIRVIEW FAIRVIEW, OREGON 644 177631.18 409203.61 145.25 STA 7859 7012 177341.72 409343.74 153.92 7141 177086.45 409203.09 149.94 30054 176761.98 408806.86 159.43 7225 176729.07 408846.32 154.45 BY 642 177630.80 409204.79 149.47 7011 177347.03 409363.91 149.28 7140 177082.85 409205.70 147.86 #19 7205 176764.31 408742.75 160.72 7224 176728.84 408849.75 153.89 643 177629.86 409213.08 149.12 7010 177351.91 409378.60 148.40 7139 177077.64 409205.10 147.52 STA 82 7206 176758.00 408748.65 160.82 7223 176729.04 408851.91 154.62 *402 177639.55 409278.14 148.58 7009 177352.61 409382.41 146.23 7138 177073.05 409208.54 147.85 7207 176753.40 408753.94 157.45 7222 176728.67 408857.87 158.97 *403 177639.44 409315.54 148.49 7008 177353.74 409386.70 145.87 7137 177071.64 409209.51 150.19 7208 176749.47 408757.97 156.86 7221 176727.63 408874.30 159.67 *404 177636.23 409422.59

View Full Text

Details

  • File Type
    pdf
  • Upload Time
    -
  • Content Languages
    English
  • Upload User
    Anonymous/Not logged-in
  • File Pages
    68 Page
  • File Size
    -

Download

Channel Download Status
Express Download Enable

Copyright

We respect the copyrights and intellectual property rights of all users. All uploaded documents are either original works of the uploader or authorized works of the rightful owners.

  • Not to be reproduced or distributed without explicit permission.
  • Not used for commercial purposes outside of approved use cases.
  • Not used to infringe on the rights of the original creators.
  • If you believe any content infringes your copyright, please contact us immediately.

Support

For help with questions, suggestions, or problems, please contact us