SF Side Spill Determination for Base Deck SF 038 * * 001 * Left Side Spill * 001 * * 001 TW Left Spill - Section 520 to 530 - Assume Spill Ret. d/s of Old Piedmont Road TW 050 WS2 520 530 500 3 WS 052 WC0 142 100 146 WC 051 TWLeft Spill - Section 510 to 520 - Assume Spill Ret. d/s of Old Piedmont Road TW 050 WS2 510 520 500 3 WS 052 WC0 139.3 100 142 WC 051 TW Left Spill - Section 500 to 510 TW 050 WS2 500 510 152 3 WS 052 WC0 139 100 139.3 WC 051 TW Left Spill - Section 440 to 445 TW 050 WS2 440 445 152 3 WS 052 WC0 106.8 110 109 WC 051 TW Left Spill - Section 430 to 440 TW 050 WS2 430 440 152 3 WS 052 WC0 105.2 28 106.8 WC 051 TW Left Spill - Section 380 - 384 TW 050 WS2 380 384 152 3 WS 052 WC0 82.8 247 87.9 WC 051 TW Left Spill - Section 370 - 380 TW 050 WS2 370 380 152 3 WS 052 WC0 82.1 29 82.8 WC 051 * * 001 * Right Side Spill * 001 * * 001 TW Right Spill - Section 455 to 460 TW 050 WS2 455 460 -1 3 WS 052 WC0 113 100 116.1 WC 051 TW Right Spill - Section 450 to 455 - Assume Spill returns d/s of Temple CulvertTW 050 WS2 450 455 420 3 WS 052 WC0 111.3 100 113 WC 051 TW Right Spill - Section 445 to 450 - Assume Spill Returns d/s of Temple CulvertTW 050 WS2 445 450 420 3 WS 052 WC0 109 95 111.3 WC 051 TW Right Spill - Section 440 to 445 - Assume Spill Returns d/s of Temple CulvertTW 050 WS2 440 445 420 3 WS 052 WC0 108.4 90 109 WC 051 TW Right Spill - Section 430 to 440 - Assume Spill Returns d/s of Temple CulvertTW 050 WS2 440 445 420 3 WS 052 WC0 106.8 28 108.4 WC 051 EE EE 011 C C 006 C 15. C 006 C 100 Starting Water Surface from Confl.w/Berryessa Crk xs 470 (30.3) C 006 C 100 Cross Sections Left to Right Looking Downstream C 006 C 100 Stream Cross Sections and Overbank Elevations Were Taken C 006 C 100 Photogrammetrically by Nolte South San Francisco C 006 C 100 Overbank 'n' Values Determined from Hejl's Method C 006 C 100 C 006 C 140 Hwy 680 Crossing - Double 10' x 8' RCB C 006 C 140 BT Cards are not Used Here Since Hwy 680 is About 20' Above Low Chord C 006 C 170 Dempsey Crossing - 8' x 5' RCB C 006 C 220 Change to Concrete Lined Channel, Invert Has Some Vegetation n= 0.025 C 006 C 260 Victoria Road Crossing - 10' x 7 ' RCB C 006 C 330 Carnegie Crossing - 10' x 5' RCB C 006 C 370 Gadsden Crossing - 10' x 5' RCB C 006 C 430 Temple Crossing - 8' x 6' RCB C 006 C 510 Old Piedmont Road - 8' x 6' RCB C 006 T1 George S. Nolte and Associates 250-89-09T1 039 T2 Michael Cadei T2 040 T3 Los Coches Creek 100-YR T3 041 J1 2 30.3 J1 018 J2 -1 J2 019 J338 66 42 23 24 40 41 J3 020 NC .018 .018 .035 0.1 0.3 NC 029 QT1 1420 QT 034 X1100.0 10.0 4983.9 5018.0 X1 053 GR30.2 3835.0 30.1 4523.7 32.0 4965.7 30.7 4983.9 21.5 4992.9 GR 015 GR21.5 5000.0 21.5 5008.3 30.1 5018.0 30.9 5094.2 28.4 5637.4 GR 015 X1110.0 22.0 4985.1 5014.7 356.3 356.3 356.3 X1 053 GR39.4 2131.4 38.0 2853.1 30.9 2863.4 30.9 2877.9 38.3 2896.7 GR 015 GR34.7 3383.7 38.2 3395.1 37.7 3404.1 34.1 3414.2 32.2 3815.0 GR 015 GR32.0 4501.4 32.0 4501.4 32.1 4985.1 24.7 4990.9 24.7 5000.0 GR 015 GR24.6 5009.3 30.5 5014.7 32.6 5116.5 30.1 5472.9 33.2 5481.8 GR 015 GR31.5 5640.4 31.8 5737.1 GR 015 * Dissipator Blocks at D/S end of HWY 680 Culvert * 001 NC 0.25 0.03 .05 0.6 0.8 NC 029 X1120.0 24.0 4984.5 5023.4 384.1 384.1 384.1 X1 053 GR38.0 4329.1 38.8 4473.2 35.3 4480.3 35.7 4714.1 36.0 4903.8 GR 015 GR32.8 4908.0 32.0 4961.1 36.5 4970.4 36.1 4984.5 27.9 4994.4 GR 015 GR27.9 5000.0 27.9 5011.4 37.2 5023.4 38.3 5033.7 39.9 5077.2 GR 015 GR39.8 5087.3 37.8 5092.9 35.7 5132.8 33.6 5355.4 38.8 5394.0 GR 015 GR39.2 5439.4 37.5 5472.7 35.7 5601.4 35.5 5737.5 GR 015 X1130.0 26.0 4982.3 5032.4 47.7 47.7 47.7 X1 053 GR38.3 4328.1 39.2 4472.4 36.1 4479.4 36.0 4713.5 35.8 4905.8 GR 015 GR33.1 4910.1 32.7 4958.7 36.8 4975.5 36.8 4982.3 29.4 4992.8 GR 015 GR29.4 5000.0 29.4 5014.7 39.3 5032.4 41.4 5070.8 41.4 5089.9 GR 015 GR37.0 5099.4 35.6 5184.8 33.8 5298.5 38.6 5306.7 40.1 5344.6 GR 015 GR39.9 5396.2 44.9 5421.7 46.3 5442.6 40.3 5517.5 36.8 5610.2 GR 015 GR36.0 5725.9 GR 015 * Hwy 680 Crossing - Double 10'x 8' RCB * 001 * BT Cards are not used here since HWY 680 is about 20' above Low Chord * 001 SB 0.9 4 2.6 0 20.0 0.5 160. 0.33.1 29.4SB 036 X1140.0 15.0 4980.3 5026.0 719.9 719.9 719.9 X1 053 * Top of Road Not Accurate and Not Used Since Weir Flow Not Possible * 001 X2 1 41.1 100.0 X2 054 GR46.0 3802.2 43.7 4106.6 40.1 4227.6 44.0 4466.1 42.8 4772.5 GR 015 GR41.1 4862.9 42.4 4980.3 33.1 4993.4 33.1 5000.0 33.1 5015.0 GR 015 GR41.6 5026.0 41.6 5173.7 44.6 5228.8 45.5 5286.5 47.1 5383.6 GR 015 X1150.0 17.0 4973.7 5023.5 99.1 99.1 99.1 X1 053 GR47.4 3761.8 45.8 4103.1 45.2 4333.2 45.5 4583.7 44.6 4792.5 GR 015 GR43.0 4802.7 43.0 4890.4 44.4 4973.7 34.7 4988.0 34.7 5000.0 GR 015 GR34.7 5012.2 43.4 5023.5 44.5 5175.8 42.2 5335.5 40.1 5405.8 GR 015 GR43.7 5445.2 43.7 5500.9 GR 015 X1152.0 13.0 4991.1 5011.3 42.9 42.9 42.9 X1 053 GR48.4 3763.0 45.8 4387.5 45.4 4773.7 45.6 4973.1 44.9 4991.1 GR 015 GR36.5 4998.2 36.5 5000.0 36.5 5003.4 45.2 5011.3 45.0 5070.0 GR 015 GR43.3 5315.7 41.2 5502.0 43.8 5606.0 GR 015 * Parking Lot and Dempsey Crossing - 8'x 5' RCB * 001 SB0 3.76 3 22 8 0 40 0 39.7 36.5SB 036 X1170.0 23.0 4990.5 5011.4 338.9 338.9 338.9 X1 053 X2 0 01 44.7 47.5 X2 054 GR50.0 3792.8 49.9 3828.9 51.4 3857.0 51.2 4102.4 47.8 4132.5 GR 015 GR47.5 4183.4 47.8 4424.7 47.1 4480.3 49.5 4612.0 48.4 4709.7 GR 015 GR46.9 4751.5 46.8 4789.7 48.7 4961.0 47.8 4978.8 46.3 4990.5 GR 015 GR46.2 4990.6 39.7 4997.9 39.7 5000.0 39.7 5004.5 46.4 5011.3 GR 015 GR46.5 5011.4 49.0 5045.4 48.6 5107.9 GR 015 X1180.0 30.0 4984.5 5020.2 44.5 49.3 46.5 X1 053 GR51.9 4039.7 50.3 4125.4 48.1 4137.3 48.1 4189.4 49.3 4209.0 GR 015 GR48.8 4433.1 47.8 4444.5 47.5 4476.0 49.5 4523.3 49.0 4728.9 GR 015 GR47.0 4758.5 46.9 4784.6 49.5 4901.4 49.2 4974.8 47.7 4984.5 GR 015 GR41.3 4991.1 41.3 5000.0 41.3 5011.0 47.5 5020.2 49.0 5050.4 GR 015 GR48.3 5361.7 48.5 5456.4 48.0 5469.2 47.8 5511.5 49.7 5523.2 GR 015 GR49.5 5661.5 51.0 5719.7 49.9 5776.7 49.1 5949.4 47.7 6139.5 GR 015 X1190.0 30.0 4977.6 5019.6 93.4 93.4 93.4 X1 053 GR50.3 4018.9 49.9 4112.8 48.5 4129.7 48.2 4181.2 50.1 4196.4 GR 015 GR50.7 4301.1 49.8 4424.5 48.6 4439.1 48.7 4596.5 48.5 4720.4 GR 015 GR47.4 4761.5 48.5 4791.4 49.8 4934.1 49.8 4977.6 44.0 4987.6 GR 015 GR44.0 5000.0 44.0 5015.7 49.9 5019.6 51.6 5057.4 50.8 5091.8 GR 015 GR50.1 5376.8 48.8 5462.5 48.8 5501.7 50.9 5514.6 50.7 5651.3 GR 015 GR52.3 5695.4 51.0 5751.8 49.6 5935.2 49.4 6126.2 48.4 6175.1 GR 015 X1200.0 33.0 4972.9 5012.0 94.7 93.8 89.0 X1 053 GR53.6 2955.2 53.2 3197.0 51.0 3491.9 52.6 3504.6 52.6 3617.7 GR 015 GR53.9 3641.2 53.1 3757.9 52.5 3830.5 51.4 4242.0 50.4 4384.6 GR 015 GR50.1 4820.7 50.5 4972.9 46.7 4984.8 44.8 4997.8 44.8 5000.0 GR 015 GR44.8 5003.8 50.5 5012.0 51.9 5070.6 50.4 5104.1 50.3 5160.0 GR 015 GR50.4 5432.8 51.1 5451.5 51.1 5499.5 52.0 5511.0 52.0 5642.4 GR 015 GR51.7 5665.7 52.6 5702.9 51.5 5751.4 50.1 5919.0 51.0 6058.5 GR 015 GR51.8 6076.4 51.2 6122.0 49.2 6215.8 GR 015 * Change in Channel - Concrete Lined 10' Wide. * 001 NC .025 .02 NC 029 X1220.0 31.0 4982.6 5015.3 50.4 50.4 51.6 X1 053 GR54.2 2962.2 51.2 3427.1 52.9 3450.8 54.4 3599.5 54.1 3767.5 GR 015 GR52.9 3789.8 52.7 3986.9 50.8 4462.7 50.9 4949.3 51.3 4982.6 GR 015 GR46.1 4991.0 46.1 5000.0 46.1 5006.5 51.7 5015.3 52.3 5100.5 GR 015 GR50.0 5115.0 50.0 5166.8 51.7 5173.1 50.8 5382.6 50.7 5434.5 GR 015 GR52.3 5460.1 52.3 5506.5 52.3 5565.3 52.5 5658.5 52.9 5698.0 GR 015 GR52.2 5767.9 50.6 5929.1 50.9 6056.8 52.6 6080.8 52.2 6127.2 GR 015 GR49.5 6219.4 GR 015 X1240.0 31.0 4991.3 5003.6 58.3 63.5 65.3 X1 053 GR55.8 2861.8 57.0 2906.8 58.8 2977.0 57.4 3193.6 56.7 3433.4 GR 015 GR56.1 3739.0 54.0 3766.3 53.3 3820.8 55.4 3848.0 54.8 4294.6 GR 015 GR53.8 4587.9 53.9 4759.8 54.7 4856.6 54.9 4974.2 52.8 4981.6 GR 015 GR52.3 4991.3 46.5 4997.7 46.5 5000.0 46.5 5002.1 52.0 5003.6 GR 015 GR54.0 5022.9 54.0 5061.2 55.1 5452.9 53.5 5491.8 53.1 5621.9 GR 015 GR53.1 5701.4 52.4 5749.6 50.2 5920.4 50.9 6050.0 52.8 6069.2 GR 015 GR52.2 6123.2 GR 015 X1250.0 19.0 4995.3 5006.7 59.2 63.6 59.2 X1 053 GR58.3 2791.4 56.0 3124.3 54.0 3743.4 52.8 4249.2 52.3 4769.9 GR 015 GR53.8 4976.3 53.2 4995.3 47.0 4998.1 47.0 5000.0 46.9 5002.9 GR 015 GR54.0 5006.7 55.0 5033.5 54.7 5431.0 53.9 5636.5 54.1 5685.6 GR 015 GR54.0 5748.0 51.9 6034.7 53.5 6049.6 53.0 6120.5 GR 015 * Park Victoria Road Crossing -10'x 7' RCB * 001 SB 0 1.59 3 12 10 0 70 0 48 47SB 036 X1260.0 17.0 4993.7 5005.1 100 111 103 X1 053 X2 1 55.0 57 X2 054 GR54.0 3790.0 53.1 4590.0 55.1 4642.4 54.3 4829.7 53.3 4837.0 GR 015 GR53.2 4889.1 54.6 4905.0 55.4 4993.7 55.3 4993.8 48.0 4998.0 GR 015 GR48.0 5000.0 48.0 5002.8 55.7 5005.0 55.8 5005.1 56.8 5134.7 GR 015 GR55.7 5410.8 55.2 5688.8 GR 015 * * 001 NC .03 .025 NC 029 X1270.0 29.0 4993.9 5004.3 29.6 29.6 29.6 X1 053 GR59.3 2905.6 57.9 3223.4 57.0 3234.3 59.0 3595.0 57.6 3747.4 GR 015 GR56.7 3754.0 56.5 3819.3 57.9 3840.4 58.8 3926.8 56.9 3931.0 GR 015 GR56.7 4648.4 55.4 4826.7 53.4 4844.3 53.2 4885.9 54.3 4904.3 GR 015 GR55.8 4993.9 48.5 4998.2 48.5 5000.0 48.5 5001.8 55.2 5004.3 GR 015 GR57.2 5033.8 57.9 5133.4 56.6 5235.0 56.0 5645.4 56.9 5669.5 GR 015 GR56.9 5696.4 56.0 5720.5 56.5 5732.7 54.8 6071.0 GR 015 NC 0.1 0.3 NC 029 X1280.0 24.0 4993.3 5004.2 113.3 105.4 101.4 X1 053 GR61.7 2912.9 59.5 3392.7 58.2 3758.3 58.0 3802.2 59.8 3832.7 GR 015 GR59.3 3981.4 58.4 4237.9 56.9 4690.5 56.2 4822.1 54.0 4841.7 GR 015 GR53.9 4883.3 56.2 4915.5 56.9 4993.3 49.1 4997.4 49.1 5000.0 GR 015 GR49.1 5001.8 56.8 5004.2 57.4 5060.5 57.4 5256.9 56.6 5648.3 GR 015 GR57.9 5666.5 57.6 5698.6 56.7 5720.1 57.0 6087.8 GR 015 * Interpolated Cross-Section * 001 X1 285 5 4991.6 5004.3 200 180 190 X1 053 GR 60.3 4991.6 52.5 4996 52.5 5000 52.5 5003 59.8 5004.3GR 015 X1290.0 37.0 4984.1 5004.3 230 210 220.0 X1 053 GR64.6 2687.6 63.0 3331.6 63.0 3357.3 65.4 3389.1 64.4 3481.8 GR 015 GR62.2 3485.2 61.9 4023.8 63.5 4688.0 62.5 4705.1 62.7 4746.7 GR 015 GR65.0 4776.2 66.7 4963.7 65.9 4984.1 63.7 4991.6 55.9 4996.4 GR 015 GR55.9 5000.0 55.9 5003.0 62.8 5004.3 61.0 5038.1 57.3 5160.4 GR 015 GR61.5 5512.5 62.2 5542.7 61.0 5583.1 61.4 5595.5 63.0 5620.4 GR 015 GR64.5 5696.2 64.1 5836.1 62.3 5885.5 62.5 6062.5 64.8 6091.9 GR 015 GR64.4 6347.1 61.0 6369.2 60.5 6595.6 60.4 6646.7 61.0 6680.3 GR 015 GR58.1 6727.4 58.6 6769.4 GR 015 * * 001 NC .197 .200 NC 029 X1300.0 26.0 4992.6 5005.0 60.3 70 67.7 X1 053 GR65.8 2665.1 63.2 3323.6 65.4 3356.8 64.6 3444.7 62.2 3453.4 GR 015 GR62.5 3611.1 63.2 4147.6 62.3 4443.4 64.1 4674.2 63.7 4727.1 GR 015 GR65.7 4758.2 66.9 4992.6 59.7 4997.4 59.7 5000.0 59.7 5002.0 GR 015 GR65.3 5005.0 65.0 5134.1 63.9 5208.6 64.4 5406.4 65.7 5428.6 GR 015 GR65.5 5450.7 64.4 5475.6 64.2 5544.3 64.8 6103.8 63.7 6365.7 GR 015 GR63.9 6699.3 GR 015 NC 0.6 0.8 NC 029 X1310.0 28.0 4987.8 5008.5 117 117 117.1 X1 053 GR66.0 2641.9 66.3 3241.1 64.3 3262.6 64.4 3306.9 66.3 3328.8 GR 015 GR66.0 3643.7 66.0 4082.5 67.2 4495.2 67.7 4658.1 65.3 4672.8 GR 015 GR65.0 4711.9 66.5 4736.2 68.4 4987.8 61.2 4996.6 61.2 5000.0 GR 015 GR61.2 5003.0 68.0 5008.5 69.8 5023.7 69.6 5313.6 69.2 5375.2 GR 015 GR67.2 5391.5 67.9 5416.8 67.9 5435.1 67.0 5462.2 66.0 5571.7 GR 015 GR65.8 6020.6 65.0 6283.3 66.4 6674.6 GR 015 * * 001 NC .073 .073 NC 029 X1320.0 27.0 4988.2 5008.4 54.6 54.6 54.6 X1 053 GR66.4 2639.6 67.6 2704.9 66.7 3023.1 65.7 3242.6 64.0 3264.1 GR 015 GR64.0 3304.4 66.0 3330.7 65.1 3605.4 65.9 4026.7 67.4 4656.8 GR 015 GR66.3 4669.1 65.8 4718.0 67.4 4736.0 69.0 4988.2 61.8 4996.1 GR 015 GR61.8 5000.0 61.8 5003.9 68.4 5008.4 69.3 5112.0 69.8 5377.3 GR 015 GR68.1 5386.6 68.7 5423.0 67.8 5462.4 66.5 5733.0 65.2 6075.3 GR 015 GR66.2 6359.0 66.6 6677.1 GR 015 * Carnegie Crossing - 10'x 5' RCB * 001 SB 0 1.73 3 22 10 0 50 062.5 61.8 SB 036 X1330.0 41.0 4990.3 5012.5 67.7 67.7 67.7 X1 053 X2 1 67.5 69.5 X2 054 GR65.7 2633.1 68.3 2646.3 67.8 2772.6 66.7 2779.7 66.7 2812.1 GR 015 GR67.8 2827.9 67.0 3122.2 66.2 3255.4 65.1 3271.5 65.0 3306.7 GR 015 GR66.2 3322.4 65.4 3629.1 64.4 3643.1 64.3 3676.9 65.4 3693.8 GR 015 GR66.1 3973.1 65.3 3983.4 65.3 4018.8 65.9 4032.0 67.2 4197.7 GR 015 GR67.1 4316.2 66.3 4326.5 66.3 4368.0 67.2 4384.0 67.9 4660.7 GR 015 GR67.2 4677.1 67.1 4717.8 68.4 4727.9 69.7 4990.3 69.6 4990.4 GR 015 GR62.5 4995.8 62.5 5000.0 62.5 5004.0 68.3 5012.4 68.4 5012.5 GR 015 GR69.9 5219.2 70.0 5382.6 69.5 5393.0 70.9 5426.2 69.0 5464.7 GR 015 GR68.6 5535.7 GR 015 X1340.0 23.0 4984.7 5006.0 37.4 38.3 38.3 X1 053 GR68.3 4310.1 67.3 4324.1 67.3 4362.4 68.5 4375.2 68.6 4664.1 GR 015 GR68.1 4674.1 67.9 4710.2 69.0 4726.2 70.3 4984.7 63.1 4993.9 GR 015 GR63.1 5000.0 63.1 5004.2 69.5 5006.0 69.8 5385.7 70.9 5425.2 GR 015 GR69.5 5461.7 68.3 5698.7 67.9 6037.5 68.6 6088.8 74.9 6115.8 GR 015 GR75.3 6173.1 73.4 6205.8 67.6 6233.2 GR 015 NC 0.05 0.1 0.3 NC 029 X1342.0 27.0 4989.9 5009.7 222.8 222.8 222.8 X1 053 GR71.2 4238.4 72.3 4261.2 73.1 4401.0 73.1 4501.3 71.6 4548.1 GR 015 GR71.0 4600.0 73.2 4612.3 73.8 4820.1 73.8 4886.9 75.4 4989.9 GR 015 GR69.1 4994.3 69.1 5000.0 69.1 5004.8 74.5 5009.7 74.0 5103.4 GR 015 GR73.3 5120.8 73.2 5179.1 74.5 5195.1 75.1 5370.5 74.7 5392.3 GR 015 GR75.8 5412.4 75.7 5440.5 74.8 5463.7 76.0 5476.0 75.3 5722.0 GR 015 GR72.4 5773.5 70.9 6205.3 GR 015 NC 0.6 0.8 NC 029 X1350.0 24.0 4990.4 5007.5 276.5 276.5 276.5 X1 053 GR78.4 4248.3 77.4 4341.9 76.0 4364.2 76.4 4436.2 77.8 4467.1 GR 015 GR79.3 4630.2 80.7 4990.4 73.8 4996.6 73.8 5000.0 73.8 5003.6 GR 015 GR80.3 5007.5 80.5 5132.4 79.8 5142.2 79.5 5179.6 80.7 5197.8 GR 015 GR79.8 5384.8 80.5 5411.0 80.3 5443.8 79.8 5459.9 80.8 5478.4 GR 015 GR80.8 5719.6 76.3 5769.2 76.3 5812.2 79.2 5827.3 GR 015 NC .079 .056 NC 029 X1360.0 24.0 4988.5 5007.5 36.6 36.6 36.6 X1 053 GR79.3 4224.6 79.1 4299.3 77.4 4333.5 77.2 4405.7 78.4 4521.9 GR 015 GR79.3 4578.1 81.1 4988.5 73.9 4997.5 73.9 5000.0 73.9 5004.1 GR 015 GR80.5 5007.5 80.9 5139.8 80.6 5177.6 81.6 5187.5 80.7 5386.0 GR 015 GR81.3 5412.8 81.3 5442.7 80.5 5460.3 81.2 5481.3 80.5 5749.9 GR 015 GR77.4 5760.5 77.2 5813.6 78.9 5822.9 77.5 6147.6 GR 015 * Gadsden Crossing - 10'x 5' RCB * 001 SB0 1.85 3 35 10 050 0 75.4 73.9SB 036 X1370.0 17.0 4992.5 5008.3 69.3 69.3 69.3 X1 053 X2 1 80.4 81.9 X2 054 GR78.9 4577.9 81.4 4795.6 80.5 4823.6 80.7 4866.9 82.1 4889.4 GR 015 GR82.1 4992.5 82.0 4992.6 75.4 4995.9 75.4 5000.0 75.4 5003.8 GR 015 GR81.2 5008.2 81.3 5008.3 82.8 5133.8 81.9 5142.5 81.9 5180.5 GR 015 GR83.0 5194.5 83.0 5377.0 GR 015 X1380.0 19 4989.4 5009.9 29.5 29.6 29.6 X1 053 GR81.2 4154.9 81.8 4238.6 79.7 4281.6 79.4 4328.0 80.6 4358.4 GR 015 GR81.6 4708.5 81.9 4821.5 80.7 4828.7 80.7 4865.5 82.0 4886.8 GR 015 GR82.8 4989.4 76.3 4995.7 76.3 5000.0 76.3 5004.5 81.9 5009.9 GR 015 GR83.5 5131.2 82.2 5146.1 82.0 5175.3 84.4 5274.3 GR 015 NC 0.1 0.3 NC 029 X1384.0 31.0 4990.7 5009.1 247.7 247.7 247.7 X1 053 GR85.2 2593.7 80.9 2849.4 80.5 2891.0 80.1 3105.4 80.2 3269.8 GR 015 GR82.1 3326.9 83.0 3829.5 85.3 4224.1 84.6 4235.1 84.6 4277.0 GR 015 GR85.4 4605.3 86.6 4707.9 87.9 4715.1 87.1 4990.7 81.3 4995.7 GR 015 GR81.3 5000.0 81.3 5004.4 87.5 5009.1 88.9 5045.5 86.8 5143.6 GR 015 GR86.8 5180.6 87.6 5211.5 88.9 5388.2 89.4 5452.5 88.3 5462.0 GR 015 GR89.1 5491.5 87.7 5753.7 86.6 5772.0 86.1 5809.3 86.9 5841.9 GR 015 GR85.7 6012.1 GR 015 * * 001 NC .072 .058 NC 029 X1390.0 32.0 4989.7 5009.4 229.6 210 215.6 X1 053 GR87.8 2529.7 86.3 2688.1 84.8 2694.0 84.4 2730.0 85.5 2871.5 GR 015 GR84.9 3028.8 86.3 3446.1 91.0 4047.2 90.3 4129.1 88.7 4147.2 GR 015 GR88.7 4217.9 90.3 4879.2 91.8 4952.5 92.2 4989.7 84.7 4995.1 GR 015 GR84.7 5000.0 84.7 5004.3 92.2 5009.4 92.4 5068.3 90.8 5198.3 GR 015 GR92.6 5321.9 92.6 5384.9 91.7 5398.3 91.8 5617.2 91.0 5682.3 GR 015 GR90.1 5705.1 89.8 5744.0 91.3 5867.0 90.3 5876.7 88.4 5978.2 GR 015 GR88.0 6017.5 86.4 6236.1 GR 015 X1400.0 33.0 4989.2 5008.0 100 110 109.7 X1 053 GR90.5 2513.6 88.0 2657.8 86.4 2674.8 86.3 2710.5 89.5 2865.5 GR 015 GR89.8 2951.7 86.8 2965.9 90.5 3829.9 92.1 4108.2 90.8 4126.4 GR 015 GR90.4 4167.4 92.1 4186.0 93.3 4829.7 91.7 4841.3 92.3 4877.1 GR 015 GR94.2 4989.2 87.6 4995.0 87.6 5000.0 87.6 5003.6 94.0 5008.0 GR 015 GR93.8 5118.6 92.8 5132.6 92.6 5166.6 94.3 5192.9 96.4 5340.4 GR 015 GR95.2 5364.0 94.7 5662.4 93.6 5672.9 93.6 5712.2 94.0 5760.8 GR 015 GR91.5 5943.2 91.0 5990.2 91.7 6071.2 GR 015 NC 0.6 0.8 NC 029 X1410.0 29.0 4988.1 5012.3 362 362 362.3 X1 053 GR97.1 3669.7 99.4 3976.7 99.1 4105.1 97.6 4123.2 98.0 4163.0 GR 015 GR99.1 4174.9 103.3 4663.3 102.7 4816.3 100.8 4835.8 101.3 4873.7 GR 015 GR102.2 4890.1 103.5 4988.1 94.3 4995.7 94.3 5000.0 94.3 5004.6 GR 015 GR102.6 5012.3 102.7 5120.8 101.4 5127.4 101.3 5165.7 102.6 5181.0 GR 015 GR103.5 5293.3 104.2 5310.8 104.1 5345.6 103.6 5362.8 103.6 5655.8 GR 015 GR102.8 5667.2 102.2 5708.3 102.7 5721.9 98.0 6070.6 GR 015 * * 001 NC .068 .025 NC 029 X1420.0 20 4989.2 5007.0 36.8 36.8 36.8 X1 053 GR95.6 3569.2 98.7 4104.3 98.4 4115.1 98.5 4158.4 99.4 4166.9 GR 015 GR101.7 4535.2 102.6 4811.3 101.9 4828.7 102.1 4871.1 102.9 4887.5 GR 015 GR104.2 4989.2 95.6 4996.7 95.6 5000.0 95.6 5003.6 103.5 5007.0 GR 015 GR104.1 5109.4 103.2 5121.4 102.7 5168 103.2 5711.5 103.9 5717.1 GR 015 * Temple Crossing - 8'x 6' RCB * 001 SB0 1.53 3 16 8 0 48 0 98.7 95.6 SB 036 X1430.0 16 4991.3 5008.4 63.6 63.6 63.6 X1 053 X2 1 104.7 107.2 X2 054 GR103.4 4585.2 105.3 4823.9 104 4842.3 104 4880.4 105.1 4890.8 GR 015 GR105.3 4991.3 105.2 4991.4 98.7 4996.6 98.7 5000.0 98.7 5004.4 GR 015 GR105.4 5008.3 105.5 5008.4 106.8 5270.3 106.4 5288.5 106.9 5343.8 GR 015 GR106.1 5364.2 GR 015 NC .06 .06 .035 NC 029 X1440.0 18 4991.1 5010.3 28.3 28.3 28.3 X1 053 GR102.2 4138 103.2 4146.8 103.9 4271.4 107 4767.4 106.8 4835.1 GR 015 GR104.7 4843.3 104.7 4880.2 106.0 4991.1 99.0 4994.5 99.0 5000.0 GR 015 GR99.0 5003.8 106.7 5010.3 108.4 5287.2 107.8 5294.9 107.6 5343.8 GR 015 GR107.2 5361.6 107.6 5371.8 106.1 5869.2 GR 015 NC .05 0.1 0.3 NC 029 * Interpolated Cross-Section * 001 X1 4455 4987.5 5012.5 110 90 100 X1 053 GR109 4987.5 100 4996 100 5000 100 5003 109 5012.5 GR 015 X1450.0 12 4982.3 5013.0 130 95 100 X1 053 GR116.8 4563.1 115.8 4804 114.2 4812 114.2 4848.7 115.1 4873 GR 015 GR114.4 4938.4 111.8 4982.3 100.8 4997.4 100.8 5000.0 100.8 5002.0 GR 015 GR111.3 5013.0 110.1 5028.9 GR 015 * Interpolated Cross-Section * 001 X1455 5 4987 5013 100 120 110 X1 053 GR114 4987 103.4 4996 103.4 5000 103.4 5003 113 5013 GR 015 X1460.0 6 4992.2 5014.4 100 120 110 X1 053 GR115.9 4992.2 106.0 4994.6 106.0 5000.0 106.0 5004.8 114.4 5014.4 GR 015 GR116.1 5051.5 GR 015 X1462.0 22.0 4986.9 5013.8 276.9 295.8 278.0 X1 053 GR121.3 4825.5 120.7 4856.2 122.4 4884.9 121.9 4986.9 111.4 4993.4 GR 015 GR111.4 5000.0 111.4 5004.5 121.0 5013.8 120.5 5047.6 121.9 5068.8 GR 015 GR121.0 5095.9 118.9 5318.3 116.6 5523.3 117.4 5542.5 116.5 5657.7 GR 015 GR115.1 5665.1 115.1 5688.2 117.2 5702.7 118.4 5853.1 116.1 5881.3 GR 015 GR115.2 5950.6 113.7 5963.1 GR 015 X1470.0 12.0 4990.9 5015.8 260.6 260.6 260.6 X1 053 GR122.4 4275.7 124.1 4569.5 124.5 4779.2 127.5 4816.8 126.2 4990.9 GR 015 GR115.5 4997.4 115.5 5000.0 115.5 5005.8 125.9 5015.8 127.1 5088.6 GR 015 GR125.9 5200 124.8 5500.2 GR 015 NC .03 .03 NC 029 X1480.0 12.0 4978.2 5011.5 57.1 57.1 57.1 X1 053 GR125.9 4277.7 127.1 4480.4 127.8 4719.7 128.2 4924.4 127.1 4978.2 GR 015 GR121.2 4992.2 121.2 5000.0 121.2 5005.4 125.4 5011.5 128.2 5037.5 GR 015 GR128.2 5167.1 126.7 5492.0 GR 015 X1490.0 8.0 4992.7 5009.0 62.8 62.8 62.8 X1 053 GR129.3 4533.8 130.6 4953.1 128.9 4992.7 126.3 4996.0 126.3 5000.0 GR 015 GR126.3 5002.8 127.8 5009.0 130.8 5107.1 GR 015 NC 0.6 0.8 NC 029 X1492.0 13.0 4993.9 5012.3 82.5 82.5 82.5 X1 053 GR131.7 4131.0 131.6 4535.3 130.1 4547.9 132.6 4921.4 130.8 4985.1 GR 015 GR130.4 4993.9 128.3 4997.8 128.3 5000.0 128.3 5003.4 129.6 5012.3 GR 015 GR133.6 5119.4 131.6 5276.1 132.1 5420.0 GR 015 X1500.0 10.0 4989.2 5020.2 245.3 245.3 245.3 X1 053 GR139.0 4204.9 137.4 4937.7 137.0 4989.2 133.8 4997.0 133.8 5000.0 GR 015 GR133.8 5005.1 138.6 5020.2 140.0 5077.4 142.7 5101.9 144.6 5207.3 GR 015 * Sections 510 through 530 Added From SCVWD Plans of Proposed Los Coches Imp. * 001 * (Not Built) - Used Existing Condition Topo. * 001 * Old Piedmont Road 8'x 6' Box Culvert * 001 SB0 1.66 3 140 8 0 48 0 134.3 133.8 SB 036 X1510 11 4937.7 5077.4 45 45 45 X1 053 X2 1 140.3 143.3 X2 054 GR139.3 4204.9 139.3 4937.7 139.3 4988 134.3 4997.0 134.3 5000.0 GR 015 GR134.3 5005.1 143.3 5013 143.3 5020.2 143.3 5077.4 143.2 5101.9 GR 015 GR147.1 5207.3 GR 015 X1520 9 4920 5010 100 100 100 X1 053 GR142 4200 142 4860 141 4920 140 4987 135.8 4990.0 GR 015 GR135.8 5000.0 135.8 5005.1 140 5010 145 5500 GR 015 X1530 6 4960 5015 95 110 100 X1 053 GR 1464900 145 4960 140 4990 140 5000 140 5005 GR 015 GR150 5015 GR 015 EJ EJ 012 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 ER ER 013