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2018-01-12_REVISION - M2000041 (27)
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2018-01-12_REVISION - M2000041 (27)
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Entry Properties
Last modified
6/16/2021 6:21:08 PM
Creation date
1/16/2018 1:37:25 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000041
IBM Index Class Name
Revision
Doc Date
1/12/2018
Doc Name Note
MAP: Sheet 11 of 11
Doc Name
Adequacy Review Response #2
From
Fremont Paving & Redi-Mix
To
DRMS
Type & Sequence
TR4
Email Name
ERR
WHE
Media Type
D
Archive
No
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I <br />s <br />t <br />0 <br />a <br />1 <br />c <br />P <br />c <br />c" <br />C, <br />c <br />a <br />C <br />v <br />c <br />N <br />N <br />O <br />a <br />0 <br />CL <br />N <br />N <br />O <br />N <br />v <br />c <br />v <br />v <br />U) <br />11 <br />0+00 <br />I-- -i +- <br />SOUTHWEST <br />RESERVOIR <br />4530 <br />4520 <br />F- <br />U- <br />1 1 <br />4510 <br />O <br />w 4500 <br />J <br />w <br />4490 <br />4480 -f- <br />0+00 <br />0+20 0+40 <br />00/1 <br />0001, <br />r <br />SPILL WA Y PLAN <br />0 20' 40' <br />SCALE IN FEET <br />CONTOUR INTERVAL = 2FT <br />III <br />EXISTING -'""- <br />SURFACE <br />►'• 20' "-12) 12"± LIFTS <br />OF RCC <br />" y " <br />5 5:1 <br />2' <br />5' <br />#4's @ 12" DOWNSTREAM <br />O.C., E.W. APRON <br />`I <br />12" —►I I+ -- <br />DOWNSTREAM APRON & CUTOFF WALL DETAIL <br />0 5' 10, <br />SCALE IN FEET <br />__'�:APPROX <br />BEDROCK <br />CONTACT <br />0 20' 40' <br />SCALE IN FEET <br />RUNDOWN CLEAT EXISTING <br />(SEE DETAIL) SURFACE___ <br />-� INTERMEDIATE ___-- <br />�— CUTOFF WALL ----- <br />_ ------ "` 5.5:1 RV) <br />5.5 <br />5 5.1 M' <br />4520 <br />4520 <br />4510 <br />Imo--- 20' <br />4510 <br />LL <br />z <br />p: 4500-- _ __- -- O <br />> - BEDROCK <br />> - -EL=4494.0_ _3 �� - �- <br />4500 <br />w <br />w 4490 w > <br />4490 w <br />2 DOWNSTREAM <br />4480 APRON <br />4480 <br />-80 -60 -40 -20 0 20 40 60 80 <br />S TA TION 0+63 A <br />-11- <br />4540 <br />4530 <br />w <br />4540 <br />4530 <br />z4520 _ _ _ _ _-18' ..-r•• 20' ►�� 18' —r• -I <br />4520 z <br />Q - - O <br />w 4510 <br />J <br />-6 <br />737 <br />: - 4510 > j._-EL=4507.0_ <br />7 <br />w �51 Jw4500 BEDROCKTERMEDIATQ <br />77 4500 <br />CUTOFF WALL <br />4490 <br />4490 <br />-80 -60 -40 -20 0 20 40 60 80 <br />4540 <br />i 4530 <br />w <br />z- - <br />----------- <br />0 4520 <br />i <br />w SLURRY <br />w <br />4510 -WALL <br />i <br />4500 <br />-80 -60 <br />4540 <br />10:1 (H: V) <br />STATAON 1+35 �B <br />11- <br />1-- 20' —0 -{ <br />EL=4520.0 10:1 (H:V) ___ <br />-40 -20 0 20 40 <br />STATION 2+07 c <br />-11- <br />4540 <br />4530 <br />------------ z <br />1 4520 <br />SLURRY j <br />WALL w <br />4510 w <br />i <br />4500 <br />60 80 <br />I-� <br />4530 40' 20' •-I -. 40' <br />-� <br />z -----(-------- ----10:1 (H: V) 0;1 H:V).- __------ --- <br />FZ 4520 I------EL=41 (5' - <br />Q`—'�-- <br />w - -- <br />w 4510 UPSTREAM <br />SLURRY CUTOFF WALL <br />WALL SLURRY <br />4500 WALL <br />-80 -60 -40 -20 0 20 40 60 <br />S TA TION 2+17 <br />-11- <br />4540 <br />i 4530 <br />z------------- <br />4520 <br />w <br />w 4510- <br />4500- <br />-80 <br />5104500-80 -60 <br />10' VARIES <br />EXISTINGORM UPPEg 1.2"OF-WALL WITH CURB SPILLWAY <br />SURFACE _� _----FeiRMT(OR APPROVED EQUAL) INVERT <br />_ 5 <br />(2) 12"± CAST LOWER 4' OF WEIR <br />>I LIFTS OF #4's @ 12" DIRECTLY AGAINST <br />2' RCC O.C., E.W. TRENCH SIDEWALLS <br />5' <br />PREPARE SUBGRADE 12��_ ..I SLURRY WALL <br />#4's 12" PRIOR TO PLACEMENT <br />O.C.,, E.W. <br />INTERMEDIATE CUTOFF WALL DETAIL <br />UPSTREAM CUTOFF WALL DETAIL <br />0 5' 10' 0 5' 10' <br />SCALE IN FEET <br />SCALE IN FEET <br />i go 20' a-- <br />------ 10:1 (H:V)------ EL=4520.0 -----10:1 (H V) <br />'_7T <br />SLURRY <br />SLURRY <br />WALL WALL <br />-40 -20 0 20 40 60 <br />S TA TION 2+80 E <br />-11- <br />0 20' 40' <br />SCALE IN FEET <br />4" <br />4" <br />6" <br />f <br />(2) "L" BARS <br />W/ 15" SPLICE LENGTH CO <br />VERT & HORIZ <br />BENT TO MATCH SLOPE #4's @ 12" <br />O.C., E.W. <br />RUNDOWN CLEAT DETAIL <br />0 2' 4' <br />SCALE IN FEET <br />4540 <br />4530 <br />w <br />- z <br />4520 0 <br />w <br />4510 w <br />4500 <br />80 <br />4540 <br />4530 <br />LLz <br />4520 0 <br />w <br />4510 w <br />14500 <br />80 <br />NOTE. <br />RPA <br />"':. <br />MINING AND Wt_rLly <br />DESIGNED BY: DHF APPROVED BY: DWD JOB NO. SHEET: <br />DRAWN BY: BDC DATE: 3/22/16 Of <br />0212.010.00 <br />CHECKED BY: DWD SCALE As NnTFn <br />EXISTING <br />APPROACH <br />GROUND <br />4530 <br />- -`- <br />APRON--- <br />---------------------- ----- <br />------------------------------- <br />- <br />4520 <br />i <br />- - --- <br />CHANNEL INVERT <br />�,,��--------- UPSTREAM <br />EL=4520± <br />_ CUTOFF WALL <br />w � <br />4510 Z <br />I-�-20 --►I <br />_ _ <br />- <br />SLURRY WALL <br />�. <br />r` C <br />_`------' <br />_- -� <br />INTERMEDIATE <br />CUTOFF WALL <br />CENTERLINE <br />SLURRY WALL z <br />LEAD-IN TRENCHz w <br />4500 w <br />O w <br />CROSSING w <br />U J <br />J <br />w <br />DOWNSTREAMAPPROX <br />BEDROCK <br />� 3:w <br />4490 <br />APRON <br />CONTACT <br />Ocr) c/) <br />0+60 0+80 <br />1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 <br />CL0 <br />2+60 2+80 3+00 <br />+ +40 <br />320 3 <br />4480 <br />STATION (FT) <br />3+60 <br />SPILLWAY PROFILE <br />EXISTING -'""- <br />SURFACE <br />►'• 20' "-12) 12"± LIFTS <br />OF RCC <br />" y " <br />5 5:1 <br />2' <br />5' <br />#4's @ 12" DOWNSTREAM <br />O.C., E.W. APRON <br />`I <br />12" —►I I+ -- <br />DOWNSTREAM APRON & CUTOFF WALL DETAIL <br />0 5' 10, <br />SCALE IN FEET <br />__'�:APPROX <br />BEDROCK <br />CONTACT <br />0 20' 40' <br />SCALE IN FEET <br />RUNDOWN CLEAT EXISTING <br />(SEE DETAIL) SURFACE___ <br />-� INTERMEDIATE ___-- <br />�— CUTOFF WALL ----- <br />_ ------ "` 5.5:1 RV) <br />5.5 <br />5 5.1 M' <br />4520 <br />4520 <br />4510 <br />Imo--- 20' <br />4510 <br />LL <br />z <br />p: 4500-- _ __- -- O <br />> - BEDROCK <br />> - -EL=4494.0_ _3 �� - �- <br />4500 <br />w <br />w 4490 w > <br />4490 w <br />2 DOWNSTREAM <br />4480 APRON <br />4480 <br />-80 -60 -40 -20 0 20 40 60 80 <br />S TA TION 0+63 A <br />-11- <br />4540 <br />4530 <br />w <br />4540 <br />4530 <br />z4520 _ _ _ _ _-18' ..-r•• 20' ►�� 18' —r• -I <br />4520 z <br />Q - - O <br />w 4510 <br />J <br />-6 <br />737 <br />: - 4510 > j._-EL=4507.0_ <br />7 <br />w �51 Jw4500 BEDROCKTERMEDIATQ <br />77 4500 <br />CUTOFF WALL <br />4490 <br />4490 <br />-80 -60 -40 -20 0 20 40 60 80 <br />4540 <br />i 4530 <br />w <br />z- - <br />----------- <br />0 4520 <br />i <br />w SLURRY <br />w <br />4510 -WALL <br />i <br />4500 <br />-80 -60 <br />4540 <br />10:1 (H: V) <br />STATAON 1+35 �B <br />11- <br />1-- 20' —0 -{ <br />EL=4520.0 10:1 (H:V) ___ <br />-40 -20 0 20 40 <br />STATION 2+07 c <br />-11- <br />4540 <br />4530 <br />------------ z <br />1 4520 <br />SLURRY j <br />WALL w <br />4510 w <br />i <br />4500 <br />60 80 <br />I-� <br />4530 40' 20' •-I -. 40' <br />-� <br />z -----(-------- ----10:1 (H: V) 0;1 H:V).- __------ --- <br />FZ 4520 I------EL=41 (5' - <br />Q`—'�-- <br />w - -- <br />w 4510 UPSTREAM <br />SLURRY CUTOFF WALL <br />WALL SLURRY <br />4500 WALL <br />-80 -60 -40 -20 0 20 40 60 <br />S TA TION 2+17 <br />-11- <br />4540 <br />i 4530 <br />z------------- <br />4520 <br />w <br />w 4510- <br />4500- <br />-80 <br />5104500-80 -60 <br />10' VARIES <br />EXISTINGORM UPPEg 1.2"OF-WALL WITH CURB SPILLWAY <br />SURFACE _� _----FeiRMT(OR APPROVED EQUAL) INVERT <br />_ 5 <br />(2) 12"± CAST LOWER 4' OF WEIR <br />>I LIFTS OF #4's @ 12" DIRECTLY AGAINST <br />2' RCC O.C., E.W. TRENCH SIDEWALLS <br />5' <br />PREPARE SUBGRADE 12��_ ..I SLURRY WALL <br />#4's 12" PRIOR TO PLACEMENT <br />O.C.,, E.W. <br />INTERMEDIATE CUTOFF WALL DETAIL <br />UPSTREAM CUTOFF WALL DETAIL <br />0 5' 10' 0 5' 10' <br />SCALE IN FEET <br />SCALE IN FEET <br />i go 20' a-- <br />------ 10:1 (H:V)------ EL=4520.0 -----10:1 (H V) <br />'_7T <br />SLURRY <br />SLURRY <br />WALL WALL <br />-40 -20 0 20 40 60 <br />S TA TION 2+80 E <br />-11- <br />0 20' 40' <br />SCALE IN FEET <br />4" <br />4" <br />6" <br />f <br />(2) "L" BARS <br />W/ 15" SPLICE LENGTH CO <br />VERT & HORIZ <br />BENT TO MATCH SLOPE #4's @ 12" <br />O.C., E.W. <br />RUNDOWN CLEAT DETAIL <br />0 2' 4' <br />SCALE IN FEET <br />4540 <br />4530 <br />w <br />- z <br />4520 0 <br />w <br />4510 w <br />4500 <br />80 <br />4540 <br />4530 <br />LLz <br />4520 0 <br />w <br />4510 w <br />14500 <br />80 <br />NOTE. <br />RPA <br />"':. <br />MINING AND Wt_rLly <br />DESIGNED BY: DHF APPROVED BY: DWD JOB NO. SHEET: <br />DRAWN BY: BDC DATE: 3/22/16 Of <br />0212.010.00 <br />CHECKED BY: DWD SCALE As NnTFn <br />
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