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HomeMy WebLinkAbout02.18.2015 Section 11 Maintnenance Maps351 351 350 349 348 347 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371372373374375376377378379380381382383202122 5 6 12 7 8 9101113141516171819 3 2 1 4 SH E E T 2 S H E E T 2 888 369363696 88 66666666 3636 6646646464 SHEET 3SHEET 3333838888088038080 1188SHEET 4 384 385 386 387 388 389 390391392393394395396397398399400401402 24 22 23 25 31 26 27 28 29 303233343537363938 SH E E T 4 S H E E T 4 3933939 SHEET 5SHEET 5SHEET 5 OFSHEET NO. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19202122232425262728293015CITY OF BAKERSFIELD FEMA PAL PROGRAM SOUTH LEVEE AS-BUILT MAPPINGRDMARM/SCB/CVB COB07003LV01COB-07-003 6/03/14Richard D. Meyer RCE 28104 CITY DATUMUSGS NAVD 88 USGS NGVD 29ELEVATIONS SHOWN HEREIN ARE BASED ON USGS NAVD 88 DATUM LE G E N D SEE TOP RIGHT SEE BOTTOM LEFT KE R N R I V E R C H A N N E L A N D F L O O D P L A I N PROTECTED PROPERTIESEXISTING LEVEE SOUTH LEVEE CROSS-SECTION TYPICAL SOIL BORING LOCATIONSB1 PL A N - S O U T H L E V E E A 1 62 1 35 0 5 PR O J E C T L O C A T I O N NO R T H L E V E E SOUTH LEVEE NORTH LEVEE SOUTH LEVEE AE AE AS-BUILT MAPPING BASED ON GROUND SURVEYS 35 0 35 4 35 8 36 2 36 6 37 0 37 4 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 474849505152535455565758596061626364 EL 368.83 EL 367.78 15+00.00 35+00.00 55+00.00 EL. 360.36 EL. 360.37 EL. 360.54 EL. 360.92 EL. 360.77 EL. 361.10 EL. 360.94 EL. 361.25 EL. 361.02 EL. 362.19 EL. 362.36 EL. 362.67 EL. 362.88 EL. 363.01 EL. 363.12 EL. 363.35 EL. 363.57 EL. 363.64 EL. 363.69 EL. 363.39 EL. 363.39 EL. 363.45 EL. 363.34 EL. 363.69 EL. 363.60 EL. 363.79 EL. 364.05 EL. 364.40 EL. 364.35 EL. 364.45 EL. 364.68 EL. 364.60 EL. 364.71 EL. 365.03 EL. 365.03 EL. 364.94 EL. 365.31 EL. 365.45 EL. 365.41 EL. 365.56 EL. 365.87 EL. 367.68 EL. 368.24 EL. 360.41 EL. 360.37 EL. 360.33 EL. 361.42 EL. 361.67 EL. 361.84 EL. 361.88 EL. 362.07 EL. 362.15 EL. 362.68 EL. 362.63 EL. 362.82 3 2 1 BEGINNING OF LEVEE CERTIFICATION 357 358 359 360 361362 11 12 13 14 1 5 16 17 18 19 2 0 21 22 23 24 2 5 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4 4 45 46 474849505152535455565758596061626364656667686970 STA. 15+00.00 STA. 35+00.00 STA. 55+00.00 3 2 1 350354358362366370 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 EL 367.78 76+68.97 5.84' 4 35 0 35 4 35 8 36 2 36 6 37 0 35 0 35 4 35 8 36 2 36 6 37 0 35 8 36 2 36 6 37 0 37 4 37 8 38 2 38 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2829303132333435363738394041424344454647484950 20+00.00 40+00.00 4.05' 6 5 358362366370374378382 35 0 35 5 36 0 36 5 37 0 37 5 1 EL. 356.42 EL. 355.11 W S E L . 3 5 7 . 2 4 ST A . 1 5 + 0 0 . 0 0 S O I L S B O R I N G # 1 SC A L E : 1 " = 2 0 ' EL. 360.33 EL. 359.89 1 35 0 35 5 36 0 36 5 37 0 37 5 1 EL. 358.44 EL. 358.05 W S E L . 3 5 9 . 5 6 ST A . 3 5 + 0 0 . 0 0 S O I L S B O R I N G # 2 SC A L E : 1 " = 2 0 ' EL. 362.82 EL. 362.38 EL. 357.69 2 350355360365370375 1 EL. 359.59 EL. 360.30 EL. 359.04 WS EL. 361.58 STA. 55+00.00 SOILS BORING #3 SCALE: 1"=20'EL. 364.71 EL. 364.27 3 35 0 35 5 36 0 36 5 37 0 37 5 38 0 2 1 EL. 370.15 EL . 3 7 0 . 2 4 EL. 362.47 EL. 358.96 W S E L . 3 6 2 . 9 3 S. A L L E N R D . ST A . 7 6 + 6 8 . 9 7 S O I L S B O R I N G # 4 SC A L E : 1 " = 2 0 ' 4 35 0 35 5 36 0 36 5 37 0 37 5 38 0 0 1 EL. 365.17 EL. 368.02 EL. 367.34 EL. 366.03 EL. 364.57 EL. 364.44 EL. 358.74 W S E L . 3 6 3 . 9 2 ST A . 2 0 + 0 0 . 0 0 S O I L S B O R I N G # 5 SC A L E : 1 " = 2 0 ' 5 350355360365370375380 01 EL. 368.38 EL. 370.42 EL. 369.77 EL. 365.99 EL. 366.28 WS EL. 365.95 STA. 40+00.00 SOILS BORING #6 SCALE: 1"=20'6 OFSHEET NO. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19202122232425262728293025CITY OF BAKERSFIELD FEMA PAL PROGRAM SOUTH LEVEE AS-BUILT MAPPINGRDMARM/SCB/CVB COB07003LV01COB-07-003 6/03/14Richard D. Meyer RCE 28104 SC A L E S : HO R I Z O N T A L : 1 " = 2 0 0 ' VE R T I C A L : 1 " = 2 0 ' SC A L E S : HO R I Z O N T A L : 1 " = 2 0 0 ' VE R T I C A L : 1 " = 2 0 ' MING AVENUESOUTH ALLEN ROAD SO U T H A L L E N R O A D SO U T H A L L E N R O A D RIVERFRONT PARK DRIVE KE R N R I V E R L E V E E KERN RIVER LEVEE KE R N R I V E R L E V E E SEE BOTTOM LEFT SE E T O P R I G H T SEE SHEET 3 BEGINNING OF LEVEE CERTIFICATION RE F E R T O L E V E E 2 0 0 R E C O N S T R U C T I O N A S - B U I L T P L A N S END LEVEE SEGMENT 200 BEGIN LEVEE SEGMENT 201 WI L S O N D I T C H BO X C U L V E R T WIL S O N D I T C H CO N T R O L ST R U C T U R E WIL S O N D I T C H BO X C U L V E R T WIL S O N D I T C H CO N T R O L ST R U C T U R E AS-BUILT MAPPING BASED ON GROUND SURVEYS 35 8 36 2 36 6 37 0 37 4 37 8 38 2 38 6 39 0 39 4 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 888990919293949596979899100101102103104105106107108109110 57+00.00 69+00.00 80+00.00 90+00.00 100+00.00 110+00.00 5.92' 6.69' 7.43' 6.87' 5.48'121110 9 8 7 358362366370374378382386390394 11 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 1 2 0 1 2 1 1 2 2 1 2 3 1 2 4 1 2 5 1 2 6 1 2 7 1 2 8 1 2 9 1 3 0 1 3 1 1 3 2 1 3 3 1 3 4 1 3 5 1 3 6 1 3 7 1 3 8 1 3 9 1 4 0 1 4 1 1 4 2 1 4 3 1 4 4 1 4 5 1 4 6 1 4 7 1 4 8 1 4 9 1 5 0 1 5 1 1 5 2 1 5 3 1 5 4 1 5 5 1 5 6 1 5 7 1 5 8 1 5 9 1 6 0 1 6 1 1 6 2 1 6 3 1 6 4 1 6 5 1 6 6 1 6 7 1 6 8 120+00.00 130+00.00 140+00.00 150+00.00 160+00.00 5.17' 13 14 15 1716 36 6 37 0 37 4 37 8 38 2 38 6 39 0 39 4 366370374378382386390394 35 5 36 0 36 5 37 0 37 5 EL. 373.10 EL. 375.54 EL. 374.97 EL. 373.97 EL. 369.85 WS E L . 3 6 8 . 7 3 8 36 0 36 5 37 0 37 5 38 0 EL. 370.50 EL. 372.37 EL. 376.66 EL. 375.76 EL. 371.32 EL. 370.23 EL. 367.14 EL. 367.97 EL. 367.97 WS E L . 3 7 2 . 2 3 10 36 0 36 5 37 0 37 5 38 0 EL. 376.08 EL. 375.41 EL. 374.09 EL. 370.81 EL. 369.17 WS E L . 3 7 0 . 9 2 9 36 0 36 5 37 0 37 5 38 0 EL. 373.00 EL. 376.09 EL. 377.41 EL. 377.29 EL. 371.39 EL. 370.40 EL. 371.40 WS E L . 3 7 2 . 7 7 11 365370375380385390 01 EL. 377.17 EL. 378.66 EL. 378.14 EL. 374.73 EL. 373.49 WS EL. 373.31 STA. 110+00.00 SOILS BORING #12 SCALE: 1"=20'12 EL. 372.73 EL. 372.38 EL. 370.23 EL. 368.35 EL. 363.54 W S E L . 3 6 6 . 9 7 7 35 5 36 0 36 5 37 0 37 5 23 1 STA. 69+00.00 SOILS BORING #8 SCALE: 1"=20' 1 2 ST A . 5 7 + 0 0 . 0 0 S O I L S B O R I N G # 7 SC A L E : 1 " = 2 0 ' 0 1 ST A . 1 0 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 1 SC A L E : 1 " = 2 0 ' 0 1 ST A . 8 0 + 0 0 . 0 0 S O I L S B O R I N G # 9 SC A L E : 1 " = 2 0 ' 0 1 ST A . 9 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 0 SC A L E : 1 " = 2 0 ' 36 5 37 0 37 5 38 0 38 5 39 0 36 5 37 0 37 5 38 0 38 5 39 0 0 1 EL. 376.22 EL. 380.15 EL. 378.95 EL. 374.89 WS E L . 3 7 5 . 2 4 ST A . 1 3 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 4 SC A L E : 1 " = 2 0 ' 14 365370375380385390 12 EL. 375.49 EL. 380.17 EL. 380.82 EL. 380.51 EL. 377.48 EL. 372.67 EL. 371.38 WS EL. 375.84 STA. 140+00.00 SOILS BORING #15 SCALE: 1"=20'15 1 2 EL. 374.24 EL. 379.62 EL. 379.57 EL. 376.97 EL. 369.54 W S E L . 3 7 4 . 5 0 ST A . 1 2 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 3 SC A L E : 1 " = 2 0 ' 13 36 5 37 0 37 5 38 0 38 5 39 0 39 5 1 2 EL. 378.53 EL. 382.45 EL. 382.22 EL. 380.74 EL. 374.89 WS E L . 3 7 6 . 1 7 ST A . 1 5 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 6 SC A L E : 1 " = 2 0 ' 16 36 5 37 0 37 5 38 0 38 5 39 0 39 5 1 2 0 EL. 378.61 EL. 379.17 EL. 383.79 EL. 383.12 EL. 380.04 EL. 379.00 EL. 379.69 EL. 377.72 WS E L . 3 7 6 . 8 2 ST A . 1 6 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 7 SCALE: 1"=20'17 367 368 369 370 371 372 373 PIONEER CANALOUTFALL DA LE H I G H W A Y B R I D G E R AND BRIDGE THE PARK AT RIVERWALK LAKE OUTFALL 72 " R C P P I P E L I N E TO W I L S O N D I T C H 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 7 1 7 2 73 74 7 5 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 919293949596979899100101102103104105106107108109110111112 STA. 57+ 0 0 . 0 0 STA. 6 9 + 0 0 . 0 0 STA. 80+00.00 STA. 90+00 . 0 0 STA. 100+00.00STA. 110+00.00 12 7 8 9 10 11 1 0 0 ' 1 0 0 ' 10 0 ' 10 0 ' 100' 374 375 376 377 9 1 1 0 1 1 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 11 7 11 8 11 9 12 0 12 1 12 2 12 3 12 4 12 5 12 6 12 7 12 8 12 9 13 1 13 2 13 3 13 4 13 5 13 6 13 7 13 8 13 9 141 142 143 14 4 14 5 146 147 148 149 151152153154155156157158159160161162163164165166167168 000 0 STA. 120+00.00 STA. 130 STA. 1 4 0 STA. 150 STA. 160+00.00A170+00.00 12 13 14 15 1617 10 0 ' 10 0 ' OFSHEET NO. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19202122232425262728293035CITY OF BAKERSFIELD FEMA PAL PROGRAM SOUTH LEVEE AS-BUILT MAPPINGRDMARM/SCB/CVB COB07003LV01COB-07-003 6/03/14Richard D. Meyer RCE 28104 SCALES:HORIZONTAL: 1"=200'VERTICAL: 1"=20'SCALES:HORIZONTAL: 1"=200'VERTICAL: 1"=20' STOC K D A L E H I G H W A Y ~T H E P A R K A T R I V E R W A L K ~ KERN RIVER CANAL BELLEVUE WEIR KERN RIVER LEVEEPIONEERCANALOUTLET TORIVER KE R N R I V E R L E V E E ℄ CALLOWAY DR. BRIDGE STOCKDALE HIGHWAY BRIDGE SEE SHEET 2 SEE TOP RIGHT SEE SHEET 4SEE BOTTOM LEFT END LEVEE SEGMENT 8 BEGIN LEVEE SEGMENT 9 EN D L E V E E S E G M E N T 2 0 1 BE G I N L E V E E S E G M E N T 8 CALLOWAYDRIVE CALLOWAY DRIVE AS-BUILT MAPPING BASED ON GROUND SURVEYS 16 9 1 7 0 1 7 1 1 7 2 1 7 3 1 7 4 1 7 5 1 7 6 1 7 7 1 7 8 1 7 9 1 8 0 1 8 1 1 8 2 1 8 3 1 8 4 1 8 5 1 8 6 1 8 7 1 8 8 1 8 9 1 9 0 1 9 1 1 9 2 1 9 3 1 9 4 1 9 5 1 9 6 1 9 7 1 9 8 1 9 9 2 0 0 2 0 1 2 0 2 2 0 3 2 0 4 2 0 5 2 0 6 2 0 7 2 0 8 2 0 9 2 1 0 2 1 1 2 1 2 2 1 3 2 1 4 2 1 5 2 1 6 2 1 7 2 1 8 2 1 9 2 2 0 2 2 1 2 2 2 2 2 3 2 2 4 2 2 5 2 2 6 2 2 7 2 2 8 170+00.00 180+00.00 189+75.80 201+77.09 210+00.00 220+00.00 8.67' 6.08' 18 19 20 21 2223 37 4 37 8 38 2 38 6 39 0 39 4 39 8 40 2 374378382386390394398402406 378382386390394398402406410 378 38 2 38 6 39 0 39 4 39 8 40 2 40 6 41 0 230+00.00 240+00.00 250+00.00 260+00.00 270+00.00 280+00.007.76'7.45' 24 25 26 27 2829 22 9 2 3 0 2 3 1 2 3 2 2 3 3 2 3 4 2 3 5 2 3 6 2 3 7 2 3 8 2 3 9 2 4 0 2 4 1 2 4 2 2 4 3 2 4 4 2 4 5 2 4 6 2 4 7 2 4 8 2 4 9 2 5 0 2 5 1 2 5 2 2 5 3 2 5 4 2 5 5 2 5 6 2 5 7 2 5 8 2 5 9 2 6 0 2 6 1 2 6 2 2 6 3 2 6 4 2 6 5 2 6 6 2 6 7 2 6 8 2 6 9 2 7 0 2 7 1 2 7 2 2 7 3 2 7 4 2 7 5 2 7 6 2 7 7 2 7 8 2 7 9 2 8 0 2 8 1 2 8 2 2 8 3 2 8 4 2 8 5 2 8 6 2 8 7 2 8 8 0 1 ST A . 1 7 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 8 SC A L E : 1 " = 2 0 ' 0 1 ST A . 1 8 0 + 0 0 . 0 0 S O I L S B O R I N G # 1 9 SC A L E : 1 " = 2 0 ' 1STA. 189+75.80 SOILS BORING #20 SCALE: 1"=20' 36 5 37 0 37 5 38 0 38 5 39 0 39 5 0 1 EL. 383.49 EL. 390.84 EL. 390.07 EL. 387.80 EL. 387.34 EL. 382.95 EL. 382.59 EL. 382.72 EL. 371.02 WS E L . 3 8 2 . 9 5 ST A . 2 0 1 + 7 7 . 0 9 S O I L S B O R I N G # 2 1 SC A L E : 1 " = 2 0 ' 21 370 37 5 38 0 38 5 39 0 39 5 EL. 385.66 EL. 385.96 EL. 389.53 EL. 389.91 EL. 387.25 EL. 386.83 EL. 385.46 EL. 383.08 EL. 381.57 EL. 374.85 WS E L . 3 8 3 . 8 0 22 0 1 2 ST A . 2 1 0 + 0 0 . 0 0 S O I L S B O R I N G # 2 2 SC A L E : 1 " = 2 0 ' 370375380385390395 EL. 390.12 EL. 389.92 EL. 388.66 EL. 388.05 EL. 382.34 EL. 378.27 EL. 377.63 EL. 377.27 WS EL. 384.0723 375 38 0 38 5 39 0 39 5 EL. 379.33 EL. 379.83 EL. 384.45 EL. 385.08 EL. 384.29 EL. 382.95 EL. 379.42 EL. 378.92 EL. 379.38 WS E L . 3 7 7 . 4 4 18 370 37 5 38 0 38 5 39 0 39 5 EL. 379.12 EL. 380.35 EL. 384.73 EL. 384.53 EL. 380.34 EL. 379.23 19 EL. 380.78 EL. 382.79 EL. 382.32 EL. 381.62 EL. 381.14 WS EL. 380.8120 01STA. 220+00.00 SOILS BORING #23 SCALE: 1"=20'370375380385390 38 0 38 5 39 0 39 5 40 0 1 EL. 389.27 EL. 389.91 EL. 389.62 EL. 385.61 EL. 384.51 WS E L . 3 8 4 . 4 2 ST A . 2 3 0 + 0 0 . 0 0 S O I L S B O R I N G # 2 4 SC A L E : 1 " = 2 0 ' 24 38 0 38 5 39 0 39 5 40 0 1 EL. 390.63 EL. 391.64 EL. 390.85 EL. 385.33 WS E L . 3 8 5 . 2 2 ST A . 2 4 0 + 0 0 . 0 0 S O I L S B O R I N G # 2 5 SC A L E : 1 " = 2 0 ' 25 38 0 38 5 39 0 39 5 40 0 40 5 1 2 EL. 385.96 EL. 392.50 EL. 392.45 EL. 389.41 EL. 379.78 WS E L . 3 8 6 . 0 9 ST A . 2 5 0 + 0 0 . 0 0 S O I L S B O R I N G # 2 6 SC A L E : 1 " = 2 0 ' 26 380385390395400405 21 EL. 386.06 EL. 387.04 EL. 392.49 EL. 392.85 EL. 391.72 EL. 385.59 EL. 382.49 EL. 380.07WS EL. 387.33 STA. 260+00.00 SOILS BORING #27 SCALE: 1"=20'27 38 0 38 5 39 0 39 5 40 0 40 5 1 EL. 394.09 EL . 3 9 4 . 3 5 EL. 393.68 EL. 390.65 EL. 390.24 EL. 389.18 EL. 389.18 EL. 388.95 WS E L . 3 8 8 . 1 2 ST A . 2 7 0 + 0 0 . 0 0 S O I L S B O R I N G # 2 8 SC A L E : 1 " = 2 0 ' 28 38 0 38 5 39 0 39 5 40 0 40 5 1 0 2 EL. 388.16 EL. 391.92 EL. 395.96 EL. 395.94 EL. 389.56 EL. 388.77 WS E L . 3 8 8 . 5 9 ST A . 2 8 0 + 0 0 . 0 0 S O I L S B O R I N G # 2 9 SC A L E : 1 " = 2 0 ' 29 379 380 381 382 379 2 169 170 171 17 2 17 3 17 4 175 17 6 17 7 17 8 17 9 18 0 18 1 18 2 18 3 18 4 18 5 18 6 18 7 18 8 18 9 19 0 1 9 1 19 2 19 3 19 4 19 5 1 9 6 1 9 7 19 8 19 9 20 0 20 1 202 2 STA. 1 7 0 + 0 0 . 0 0 STA. 180+00.00 STA. 189 + 7 5 . 8 0 STA. 2 0 1 + 7 7 . 0 9 2 0 21 18 19 100' 385 386 387 388389MOHAWK TR U X T U N L A K E OVE R F L O W F A C I L I T Y 1 TR U X T U N L A K E OVE R F L O W F A C I L I T Y 2 24 " R C P T R U X T U N L A K E PIP E L I N E HIGH PRESSURE GASLINE 6 227 228 229 230 232 233 234 235 236 237 238 23 9 24 0 24 1 2 4 2 24 3 24 4 24 5 24 6 2 4 7 24 8 24 9 25 0 25 1 25 2 25 3 25 4 25 5 25 6 25 7 25 8 25 9 26 0 261 262 263 264 265 26 6 267268269270271272273274275276277278279280281282283284285286287288 231 STA . 2 3 0 + 0 0 . 0 0 STA. 240 + 0 0 . 0 0 STA. 250+00.00 STA. 260+00.00 STA. 270+00.00STA. 280+00.00 24 25 26 27 28294' FREEBOARDLIMIT 100'100'OFSHEET NO. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19202122232425262728293045CITY OF BAKERSFIELD FEMA PAL PROGRAM SOUTH LEVEE AS-BUILT MAPPINGRDMARM/SCB/CVB COB07003LV01COB-07-003 6/03/14Richard D. Meyer RCE 28104 SC A L E S : HO R I Z O N T A L : 1 " = 2 0 0 ' VE R T I C A L : 1 " = 2 0 ' SC A L E S : HO R I Z O N T A L : 1 " = 2 0 0 ' VE R T I C A L : 1 " = 2 0 ' C O F F E E R O A D TRUXTUN AVENUE TRU X T U N A V E N U E TRUXTUN AVENUEARVIN E D I SON CANAL T R U X T U N A V E N UE CAR R I E R C A N A L KE R N R I V E R LE V E E KE R N R I V E R L E V E E GR O U N D W A T E R RE C H A R G E P O N D (T R U X T U N L A K E ) KERN RIVER LEVEECOFFEE ROAD WEIR COFFEE ROAD SEE SHEET 3 SEE BOTTOM LEFT SEE TOP RIGHT SEE SHEET 5 EN D L E V E E S E G M E N T 9 BE G I N L E V E E S E G M E N T 1 0 EN D L E V E E S E G M E N T 9 BE G I N L E V E E S E G M E N T 1 0 EN D L E V E E S E G M E N T 1 0 BE G I N L E V E E S E G M E N T 1 0 0 END LEVEE SEGMENT 100 BEGIN LEVEE SEGMENT 99END LEVEE SEGMENT 99 BEGIN LEVEE SEGMENT 13 MOHAWK STREETKERN RIVERCANAL INTAKE AS-BUILT MAPPING BASED ON GROUND SURVEYS 28 9 2 9 0 2 9 1 2 9 2 2 9 3 2 9 4 2 9 5 2 9 6 2 9 7 2 9 8 2 9 9 3 0 0 3 0 1 3 0 2 3 0 3 3 0 4 3 0 5 3 0 6 3 0 7 3 0 8 3 0 9 3 1 0 3 1 1 3 1 2 3 1 3 3 1 4 3 1 5 3 1 6 3 1 7 3 1 8 3 1 9 3 2 0 3 2 1 3 2 2 3 2 3 3 2 4 3 2 5 3 2 6 3 2 7 3 2 8 3 2 9 3 3 0 3 3 1 3 3 2 3 3 3 3 3 4 3 3 5 3 3 6 3 3 7 3 3 8 3 3 9 3 4 0 3 4 1 3 4 2 3 4 3 3 4 4 3 4 5 3 4 6 3 4 7 3 4 8 386390394398402406410414418 290+00.00 300+00.00 310+00.00 320+00.00 330+00.00 340+00.00 7.20' 9.21' 30 31 32 33 3435 38 6 39 0 39 4 39 8 40 2 40 6 41 0 41 4 41 8 38 6 39 0 39 4 39 8 40 2 40 6 41 0 41 4 41 8 34 9 3 5 0 3 5 1 3 5 2 3 5 3 3 5 4 3 5 5 3 5 6 3 5 7 3 5 8 3 5 9 3 6 0 3 6 1 3 6 2 3 6 3 3 6 4 3 6 5 3 6 6 3 6 7 3 6 8 3 6 9 3 7 0 3 7 1 3 7 2 3 7 3 3 7 4 3 7 5 3 7 6 3 7 7 3 7 8 3 7 9 3 8 0 3 8 1 3 8 2 3 8 3 3 8 4 3 8 5 3 8 6 3 8 7 3 8 8 3 8 9 3 9 0 3 9 1 3 9 2 3 9 3 3 9 4 3 9 5 3 9 6 3 9 7 3 9 8 3 9 9 4 0 0 4 0 1 4 0 2 4 0 3 4 0 4 4 0 5 4 0 6 4 0 7 4 0 8 386390394398402406410414418 350+00.00 360+00.00 370+00.00 380+00.00 10.11' 10.59' 12.61' 36 37 38 39 END OF LEVEE CERTIFICATION 38 5 39 0 39 5 40 0 40 5 EL. 391.14 EL . 3 9 6 . 3 3 EL. 396.18 EL. 394.98 EL. 393.61 EL. 393.26 EL. 392.11 WS E L . 3 8 9 . 3 7 30 2 1 ST A . 2 9 0 + 0 0 . 0 0 S O I L S B O R I N G # 3 0 SC A L E : 1 " = 2 0 ' 38 5 39 0 39 5 40 0 40 5 1 ST A . 3 0 0 + 0 0 . 0 0 S O I L S B O R I N G # 3 1 SC A L E : 1 " = 2 0 ' EL. 394.21 EL. 394.17 EL. 398.61 EL. 398.58 EL. 398.41 EL. 393.61 EL. 393.45 EL. 392.92 EL. 391.41 EL. 391.56 EL. 384.83 WS EL. 391.3332 380385390395400405410 12STA. 310+00.00 SOILS BORING #32 SCALE: 1"=20' 38 0 38 5 39 0 39 5 40 0 40 5 41 0 2 1 EL. 397.13 EL. 397.67 EL. 400.20 EL. 399.87 EL. 387.30 EL. 384.69 EL. 396.03 WS E L . 3 9 2 . 5 0 ST A . 3 2 0 + 0 0 . 0 0 S O I L S B O R I N G # 3 3 SC A L E : 1 " = 2 0 ' 33 38 5 39 0 39 5 40 0 40 5 41 0 390395400405410415 EL. 394.14 EL. 401.3 EL. 400.3 EL. 400.3 EL. 396.03 EL. 396.00 EL. 394.91 EL. 395.45 EL. 394.81 EL. 391.63 EL. 388.85 EL. 388.02 WS E L . 3 9 3 . 8 3 34 EL. 395.96 EL. 396.17 EL. 400.79 EL. 402.21 EL. 402.44 EL. 403.53 EL. 403.59 EL. 403.4 EL. 403.70 EL. 403.76 EL. 396.49 EL. 403.52 WS EL. 394.3335 2 1 0 ST A . 3 3 0 + 0 0 . 0 0 S O I L S B O R I N G # 3 4 SC A L E : 1 " = 2 0 ' 1STA. 340+00.00 SOILS BORING #35 SCALE: 1"=20' 39 0 39 5 40 0 40 5 41 0 EL. 399.91 EL. 404.62 EL. 405.32 EL. 399.53 EL. 399.64 EL. 397.52 EL. 396.79 EL. 404.78 WS E L . 3 9 5 . 1 0 36 1 0 ST A . 3 5 0 + 0 0 . 0 0 S O I L S B O R I N G # 3 6 SC A L E : 1 " = 2 0 ' 38 5 39 0 39 5 40 0 40 5 41 0 385390395400405410 EL. 399.30 EL. 405.11 EL. 406.47 EL. 406.42 EL. 398.35 EL. 398.48 EL. 397.37 EL. 397.14 EL. 388.95 WS E L . 3 9 6 . 5 3 37 54 3 2 1 380 ST A . 3 6 0 + 0 0 . 0 0 S O I L S B O R I N G # 3 7 SCALE: 1"=20' 38 5 39 0 39 5 40 0 40 5 41 0 EL. 398.51 EL. 407.21 EL. 407.20 EL. 404.39 EL. 390.05 EL. 389.66 EL. 387.74 WS E L . 3 9 7 . 8 6 38 3 2 1 ST A . 3 7 0 + 0 0 . 0 0 S O I L S B O R I N G # 3 8 SC A L E : 1 " = 2 0 ' 385390395400405410 EL. 402.64 EL. 409.39 EL. 409.00 EL. 403.2 EL. 399.14 EL. 388.69 EL. 388.69 EL. 387.88WS EL. 398.3839 012STA. 380+00.00 SOILS BORING #39 SCALE: 1"=20' EL. 391.68 EL. 397.36 EL. 397.36 EL. 392.38 EL. 391.40 WS E L . 3 9 0 . 1 3 31 OFSHEET NO. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19202122232425262728293055CITY OF BAKERSFIELD FEMA PAL PROGRAM SOUTH LEVEE AS-BUILT MAPPINGRDMARM/SCB/CVB COB07003LV01COB-07-003 6/03/14Richard D. Meyer RCE 28104 SC A L E S : HO R I Z O N T A L : 1 " = 2 0 0 ' VE R T I C A L : 1 " = 2 0 ' SC A L E S : HO R I Z O N T A L : 1 " = 2 0 0 ' VE R T I C A L : 1 " = 2 0 ' EL. 403.20 TR U X T U N A V E N U E TRUXTUN AVENUE FREEWAY 99 24TH STREE T BNSF RAILRO A D BN S F R A I L R O A D CARRIER CANALCROSS VALLEY CANAL EL. 401.34 EL. 400.32CARRIER CANAL BNSF RAILROAD BRIDGE FREEWAY 99 BRIDGE 24th STREET BRIDGE KERN RIVER LEVEE KE R N R I V E R L E V E E KE R N R I V E R L E V E E EN D O F L E V E E CE R T I F I C A T I O N & LE V E E S E G M E N T 1 8 SEE SHEET 4 SEE BOTTOM LEFT SEE TOP RIGHT EN D L E V E E S E G M E N T 1 3 BE G I N L E V E E S E G M E N T 1 4 EN D L E V E E S E G M E N T 1 4 BE G I N L E V E E S E G M E N T 1 5 EN D L E V E E S E G M E N T 1 5 BE G I N L E V E E S E G M E N T 1 8 TRUXTUN AVE. UNDERPASS STORM WATER LIFT STATION 21 S T S T R E E T S T O R M WA T E R L I F T S T A T I O N AS-BUILT MAPPING BASED ON GROUND SURVEYS