1999-04-15_REVISION - M1980244 (8)

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RIPRAP TYPE PERCENT INTERMEDIATE SMALLER THAN ROCK D DIA. RIPRAP GIVEN SIZE DIMENSION 50 DESIGNATION BY WEIGHT (INCHES) (INCHES) TYPE M 70 -100 21 50 - 70 18 12 35 - 50 12 2 - 10 4 1 55.8' TYP. 78" DIA. CSP CENTERED IN HEADWALL 32.2 11100 r SAFETY RACK SYMM. ABOUT CL REINFORCED CONCRETE APRON 3' MIN. COVER COMPACTED - -- - -_� STRUCTURAL FILL E.j 10.0 wr -, r•. „ C.,�r I �1 78 DIA. }t 20 0.4% Z 5.0, f 4:1 ROADWAY 10" REINFORCED CONCRETE WINGWALL 2' MIN. LAYER OF TYFE M RIPRAP NOTE: ALL METAL WORK SHALL BE GALVINIZED 1 7800 DIA. CULVERT INLET PLAN 20 J NOT TO SCALE 3' MIN. COVER COMPACTED STRUCTURAL FILL FOR ROAD I- 2.5 � �10.. 16' --ETY RACK "MAX 6'- 3'-0" MIN. ® 2' MIN. TYPE M P 20D 32 PA 10" CONCRETE HEADWALL REINFORCED CONCRETE WINGWALL �S. � .20 WINGWALL FOOTING \ \ \ S- \ c` 20 C V ? � 20 �� O+ D= 2 WINGWALL PLAN DETAIL 22 NOT TO SCALE 2,5 GRANULAR BACKFILL �1 2 ✓ loll .5 #6 ® 1' O.C. REBAR,` #4 0 1' O.C. REBAR -Z RIPRAP PFOTECTION I, 2" CLR 3" DIA. PVC WEEP HOLES #4 1' O.C. REBAA REBAR 6 CONCRETE I g ® 6 O.C. R 5' APRON " INVERT OF CSP TO tr— `rL'f�✓ -'` COMPACTED STRUCTURAL FILL SIX #4 0 1.5' 6" CONCRETE SIX #4 0 1.5' 2 CLR 8 MATCH INVERT OF �/ `i is �" REBAR O.C. APRON O.C. REBAR 1` #6 ® 1' O.C. ", I /APRON 2" CLR h. NONWOVEN GEOTEXTILE 1' 1' REBAR #4 0 1 5' 0 C 2' MIN ANCHOR TRENCH i COMPACTED 78" DIA. CSP �\ /lam #6 0 1' O.C. REBAR IF THE ABOVE BAR DOES NOT SCALE I INCH THE DRAWING SCALE IS ALTERED REBAR 1 `'' , •/ f' STRUCTURAL T COMPACTED 6" THICK LAYER GRANULAR FILTER >� i�� > %� °" FILL #4 0 1.5' O.C- r,'- „ ,. �� t 3.5 x1.5" REBAR STRUCTURAL FILL CONSTRUCTION KEY ` 3.5 "x1.5" SIX #4 REBAR 12" CONCRETE CUTOFF WALL #6 EBR 1 O.C. 3.67' 2' 3.6T j 2' CONSTRUCTION KEY NOTE: MINOR SHAPING OF CONCRETE APRON WILL BE REQUIRED TO CREATE A SHA-LOW DEPRESSION ALONG APRON CENTERLINE Ta DIRECT LOW FLOWS A CROSS SECTION A —A, INTO CULVERT. 20 NOT TO SCALE ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRATING IS NOT APPROVED I DATE I BY CHKD AP'V UNLESS LAST REVISION IS HAND FRnrEN REVISED ISSUED FOR CONSTRUCTION REVISED ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR FINAL DESIGN ISSUED FOR DRAFT DESIGN REPORT 12/21/98 TAC MU I MLJ 11/13/98 RH h�v MLJ l_...... TM w2 RH 6/12/98 TC TC MU 10.0' ROADWAY 10" REINFORCED CONCRETE WINGWALL 2' MIN. LAYER OF TYFE M RIPRAP NOTE: ALL METAL WORK SHALL BE GALVINIZED 1 7800 DIA. CULVERT INLET PLAN 20 J NOT TO SCALE 3' MIN. COVER COMPACTED STRUCTURAL FILL FOR ROAD I- 2.5 � �10.. 16' --ETY RACK "MAX 6'- 3'-0" MIN. ® 2' MIN. TYPE M P 20D 32 PA 10" CONCRETE HEADWALL REINFORCED CONCRETE WINGWALL �S. � .20 WINGWALL FOOTING \ \ \ S- \ c` 20 C V ? � 20 �� O+ D= 2 WINGWALL PLAN DETAIL 22 NOT TO SCALE 2,5 GRANULAR BACKFILL �1 2 ✓ loll .5 #6 ® 1' O.C. REBAR,` #4 0 1' O.C. REBAR -Z RIPRAP PFOTECTION I, 2" CLR 3" DIA. PVC WEEP HOLES #4 1' O.C. REBAA REBAR 6 CONCRETE I g ® 6 O.C. R 5' APRON " INVERT OF CSP TO tr— `rL'f�✓ -'` COMPACTED STRUCTURAL FILL SIX #4 0 1.5' 6" CONCRETE SIX #4 0 1.5' 2 CLR 8 MATCH INVERT OF �/ `i is �" REBAR O.C. APRON O.C. REBAR 1` #6 ® 1' O.C. ", I /APRON 2" CLR h. NONWOVEN GEOTEXTILE 1' 1' REBAR #4 0 1 5' 0 C 2' MIN ANCHOR TRENCH i COMPACTED 78" DIA. CSP �\ /lam #6 0 1' O.C. REBAR IF THE ABOVE BAR DOES NOT SCALE I INCH THE DRAWING SCALE IS ALTERED REBAR 1 `'' , •/ f' STRUCTURAL T COMPACTED 6" THICK LAYER GRANULAR FILTER >� i�� > %� °" FILL #4 0 1.5' O.C- r,'- „ ,. �� t 3.5 x1.5" REBAR STRUCTURAL FILL CONSTRUCTION KEY ` 3.5 "x1.5" SIX #4 REBAR 12" CONCRETE CUTOFF WALL #6 EBR 1 O.C. 3.67' 2' 3.6T j 2' CONSTRUCTION KEY NOTE: MINOR SHAPING OF CONCRETE APRON WILL BE REQUIRED TO CREATE A SHA-LOW DEPRESSION ALONG APRON CENTERLINE Ta DIRECT LOW FLOWS A CROSS SECTION A —A, INTO CULVERT. 20 NOT TO SCALE ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRATING IS NOT APPROVED I DATE I BY CHKD AP'V UNLESS LAST REVISION IS HAND FRnrEN REVISED ISSUED FOR CONSTRUCTION REVISED ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR FINAL DESIGN ISSUED FOR DRAFT DESIGN REPORT 12/21/98 TAC MU I MLJ 11/13/98 RH MLJ MLJ 7/8/98 TM TC RH 6/12/98 TC TC MU E SECTION B -S' 20 NOT TO SCALE NO. I REVISION DESCRIPTION T� DRAIGING IS NOT APPROVED , STEEL PIPE i I 1.5" STD STEEL 1/2" U -BOLT PIPE 3 SAFETY RACK HINGE DETAIL 20 1 NOT TO SCALE 3" pri—T BOLTS '-L2" STD STEEL PIPE 4 SAFETY MAGIC DETAIL 20 NOT TO SCALE 5/8" x 6" SQUARE HEAD MACHINE BOLT WITH SQUARE NUT PROJECT 1" WELD ANGLE TO STRAP 1/2" x 5" SQUARE HEAD MACHINE BOLT WITH i SQUARE NUT 2.5" x 1/4" STRAP Al 1.5" STD STEEL 1.5 PIPE 3., L 6" x 4" x 3/8" x 6" LONG 4.5" 1 /2" U -BOLT NOTE: ALL METAL WORK SHALL BE GALVINIZED 5 HINGE SECTION DETAIL C 20 NOT TO SCALE GRANULAR BACKFILL 20 20 f�� 15' 7.5' cc FIVED �10 3" DIA. PVC WEEP HOLES 4PR 1 ;� 1999 0 6' O.C. 6" CONCRETE APRON" 1' 6" CONCRETE APRON 8' r 5' COMPACTED STRUCTURAL ` FILL ,' ... 3.5 "x 1.5 "1 CONSTRUCTION KEY ..4 12" CONCRETE FOOTING 2.67 1.5' �' /'Y <i' „r, a. ',t;. , •'' 20 10” CONCRETE HEAD WALL COMPACTED STRUCTURAL FILL C SECTION C -C' D SECTION D —D' 2p NOT TO SCALE 2p NOT TO SCALE permit Number * M -1980 -244 Class: Revisions Type & Sequence:TR -029 DATE I BY ICHKDIAP'VD CLIENT DATE PRINT ISSUE RECORD IIIINIIAIIM111110111m 19623 CC Capple Crook C. Victor Gold rAWng Conpanp Crescon Prolect A Joint Venture - Pikee Peak Mining Company, Manager Tlru MASE fill SILFACE WATER DIVERSION DEVIL& 81-MT 3 Oi= S �-- DRATN TMC wTE APRIL 1999 CHECece Mw 108 NO. 993 -2022 REVIEWED TAC DIGITAL No. D008 APPROVED MLJ 'Li:Ja scan' AS SHOWN =2o7l, 200 UNION BLVD. , SUITE 600, LAYEWOOD, COLORADO 80226 MS N0. 2022D008 PHONE: (303)980-0540 FAY: (303)985-2080