C C 006 C 21. C 006 C 22215. DECK MODIFIED (10/94) FROM SCVWD ALAMITOS RUN #5 TO ELIMINATE OVERLAP C 006 C 22215. WITH MODIFIED RUN #6 (NOLTE FILE ALAM6OVB.HC2). DELETED SECTIONS C 006 C 22215. 175+00 TO 185+33 FROM SCVWD DECK. C 006 C 22215. C 006 C 22215. LEVEE FAILURE DECK: RIGHT (W) BANK FROM McKEAN/HARRY TO ALMADEN EXPWYC 006 C 22215. C 006 C 22215. F.I.A. STATIONING; DATA CORRELATION TO D/S CONDITIONS BY D.TEMPELIS C 006 C 22215. ORIGINAL HEC 2 DECK PREPARED BY DAVE FOOTE/ROBERT SCHNIEDER C 006 C 22215. STARTING WSEL FROM DECK A5BASMOD.HC2. C 006 C 22215. C 006 C 22215. X-SECTION DATA FROM SANTA CLARA VALLEY WATER DISTRICT C 006 C 22215. STRIP TOPOGRAPHY DATE OF PHOTOGRAPHY FEBRUARY, 1965 C 006 C 22215. REMAINING TOPO FOR X-SECTIONS FROM LEVEE IMPROVEMENT PLANS BY MACK C 006 C 22215. OVERBANK TOPOGRAPHY FROM 10/90 NOLTE PHOTOGRAMMETRY C 006 C 22215. C 006 C 22215. URBANIZED "n" VALUES CALCULATED BY NOLTE AND ASSOCIATES, 10/92 C 006 C 22215. C 006 C 22215. ALMADEN EXPRESSWAY BRIDGE 1983 D/S @ 222+15, U/S @ 222+75 C 006 C 22215. CODED AS A NORMAL BRIDGE C 006 C 23097. MCKEAN (HARRY) RD. BRIDGE D/S FACE @ 230+97 U/S FACE @ 231+59 C 006 C 23097. UPDATED JUNE 1986 C 006 T1 NOLTE AND ASSOCIATES (DECK PREPARED BY DJS) 10/94 T1 039 T2 SCALES FIS JOB #0250-89-12; FILE A5W01MOD.HC2; X-SECTIONS LOOK UPSTREAM T2 040 T3 ALAMITOS CREEK (SJ) WEST LEVEE FAILURE STATION 23097. TO 22275. T3 041 J1 2. 0. 320.44 J1 018 J2-1. 0 -1 -1 J2 019 J3 150. J3 020 QT1. 4750.0 QT 034 * * 001 * Almaden Blvd. Bridge geometry modified based on Nolte 1/91 field observations* 001 * "n" values through Almaden Blvd. bridge based on Nolte 1/91 field obs. * * 001 * * 001 NC .162 .162 0.025 0.3 0.5 NC 029 X122215. 15.0 4900.50 5102.50 10.00 10.00 10.00 X1 053 X3 10 X3 055 GR325.00 4900.50 320.80 4900.50 319.00 4916.50 318.40 4969.50 325.50 4969.50GR 015 GR325.50 4971.00 316.20 4971.5 315.00 5000.00 315.00 5041.00 326.00 5041.00GR 015 GR326.00 5042.50 315.00 5042.50 319.00 5066.50 319.90 5102.50 326.50 5102.50GR 015 NC 0.213 NC 029 X122275. 60.00 60.00 60.00 X1 053 X3 10 X3 055 NC0.06 0.06 0.045 0.1 0.3 NC 029 X122311. 33.0 5192.00 5418.00 36.00 36.00 36.00 X1 053 X3 5192. 335. 5440. 335. X3 055 GR 339 4499.3 337 4643.3 333.5 4657.2 334.2 4661.3 332.9 4707GR 015 GR 329.3 4795 328.6 4974 329.7 5075.5 324.2 5192. 320. 5212GR 015 GR 319. 5256. 315. 5283. 314.5 5300. 315. 5324. 320. 5341.GR 015 GR 319. 5383. 319.0 5418. 319.0 5428.2 319.0 5448.4 318.6 5819.6GR 015 GR 321 5824 322.5 5951.2 324.5 5958 324.5 6013.8 326.6 6023.5GR 015 GR 326.4 6096 333.4 6116.3 333.4 6204.1 336.6 6215.6 336.4 6284.4GR 015 GR 327.7 6395.7 339.4 6419.2 340.3 6521.4 GR 015 X122813. 31. 5221. 5444. 502. 502. 502. X1 053 X3 5221. 340. 5404. 340. X3 055 GR 338.1 4634 326 4681.4 326.6 4867 327.7 4981.2 329 5005.4GR 015 GR 329.1 5133.4 328.1 5159.4 328.1 5190.4 330 5206.5 328.6 5221.GR 015 GR 323. 5240. 319. 5263. 318. 5280. 316.5 5300. 323. 5332.GR 015 GR 324.6 5417. 324.6 5444. 324.6 5467.4 324.6 5492.3 324.6 5525.2GR 015 GR 326.4 5548.7 326.8 5634.8 328.7 5640.2 328.7 5687.1 332.2 5710GR 015 GR 332.2 5896.1 332.3 5937.2 333.7 5961.6 335.6 6051.5 344.9 6062.4GR 015 GR 345.3 6162 GR 015 X122933.32. 5233. 5465. 120. 120. 120. X1 053 X3 5233. 340. 5388. 340. X3 055 GR 338.3 4646 326.2 4693.4 326.8 4879 327.9 4993.2 329.2 5017.4GR 015 GR 329.3 5145.4 328.3 5171.4 328.3 5202.4 330.2 5218.5 329.4 5233. GR 015 GR 324. 5255. 320. 5264. 319. 5288. 318. 5296. 318. 5313. GR 015 GR 319. 5315. 320. 5324. 325. 5340. 325. 5348. 324.5 5430. GR 015 GR 326.8 5465. 326.8 5494.8 326.8 5507.1 326.8 5699.2 328.7 5863.8GR 015 GR 331 5978.5 334.9 6100.9 339.5 6111.3 343.8 6146.4 347.1 6211.2GR 015 GR 347.1 6267.9 348.8 6367.6 GR 015 * * 001 * McKean/Harry Bridge geometry modified based on Nolte 1/91 field observations * 001 * "n" values and expansion/contraction coefficients at McKean/Harry Rd. based * 001 * on 1/91 Nolte field obs. * * 001 * * 001 NC 0.025 0.3 0.5 NC 029 X123097. 12.0 4948.00 5051.50 164.00 164.00 164.00 X1 053 X3 10 X3 055 GR330.39 4948.00 320.50 4948.00 320.00 4982.00 331.21 4982.00 331.21 4983.00GR 015 GR320.00 4983.00 320.00 5017.00 331.67 5017.00 331.67 5018.00 320.00 5018.00GR 015 GR320.50 5051.50 331.82 5051.50 GR 015 * END of SCALES FIS (1992) study reach. * 001 X123159. 62.0 62.0 62.0 X1 053 X3 10 X3 055 EJ EJ 012 ER ER 013