Laserfiche WebLink
1 <br />1 <br />1 <br />TWO STEEL NNG ASSFMIW KC <br />BEWIBM FOR EACH <br />CATTLE WARD <br />NSTALATION <br />L I.57 r 1.5' r 0.25' <br />(TYP -TOTAL OF 4) <br />TYR' 5 <br />ALL ANGLE <br />EA. END <br />0.25' PUTS <br />5V <br />/- L 2• r 2' r 0.25• (TYP.) <br />I STEEL CHANNEL <br />1-PRECAST CONCRETE FOUNDATNN- <br />WE FOUNDATION DETAILS <br />- i- 7' -5' C -C ON CATTLE WARD LOCATING TINS <br />6' OUT TO OUT DF SILL ANGLES - <br />SECTION A -A <br />NOTTO N <br />TIMBER POST I �1 <br />LENGTH AS REO'D 1 <br />FOR 3.25' RURAL <br />OR APPROVED <br />METAL SUBSTITUTE <br />1/2• DIAMETER MACHINE <br />BOLT THROUGH I6mm HOE <br />WTN APPROVED LOOK MIT <br />& WASHER. BEND AND <br />DRILL ONE LEG OF ANGLE T_ <br />AND CLIP OTHER LEG 2.75' <br />I 2 <br />SILL ANGLE 6• . 4• . -•0.3' . 12'_j <br />CATTLE WARD WON <br />(SNORT LEG VERTICAL) <br />STEEL RAIL <br />- STEEL PLATE <br />i 6'. 0.25• PREFORMED <br />BITUMINOUS JONT <br />FILLER FULL LENGTH <br />OF CATTLE WARD <br />�- BOWEL PIN (TIP.) AS SHOWN <br />ON FOUNDATION OWG. <br />5/8' DIAMETER HOES FOR 1 /2' DIAMETER MACHINE <br />BOLTS WITH APPROVED LOON NUTS & WASHERS <br />10 CHANNELS (9.8' r 0.9• r 8') O 16' SPACING <br />INDIVIDUAL CATTLE WARD WON <br />INDIVIDUAL CATTLE WARD WIDTH = 12' <br />NOT TO SCALE <br />' <br />24' <br />t ROAD 45' <br />Tn <br />M <br />ON it TYPE E TE 2 OR TYPE 2A OBJECT MANNER. <br />� G <br />TYPICAL INSTALLATION DETAIL SECTION A -A NOT TO SCALE <br />= NOT TO SCALE <br />a <br />Q <br />'GENERAL NOTES <br />Q DESIGN LOADING: AASHTO MS16 (HS20-44) LOADING <br />J STRUCTURAL STEEL: ALL STRUCTURAL STEEL EXCEPT RAIL SECTIONS SHALL CONFORM TO MSHTO M183M (ASH AMM). RAIL SECTIONS SHALL <br />C BE FORMED SECTIONS MADE FROM HIGH STRENGTH STEEL CONFORMING TO ASTM AW21M OR AS1M A570M. GRADE 310 OR HIDER; OR <br />RECTANd1LAR STEEL TUBE SECTIONS CONFORMING TO ASTM A500. GRADE B. BOLTS AND OTHER HARDWARE SHAD CONFORM <br />' TO ASTM F366M. CUSS 4.8. WELDING AND FABRICATION SMALL BE DONE IN ACCORDANCE WIN SECTION 555 OF THE SPECIFICATION. <br />EXCEPT WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE. ANSI/AWS DIA. <br />TIMBER: SHALL BE ROUGH SAWN NOA COASTAL DOUGLAS FIR OR WESTERN LARCH. NOSED ALL SIDES AND NETT TREATED ON, 1) CREOSOTE <br />MEETING A'APA PI; OR 2) PENTACNI.OROPHENOL. OR COPPER NAPHTHEMATE, BON MEETING AWPA PS N A P9 TYPE A <br />HYDROCARBON SOLVENT. TREAT IN ACCORDANCE WTH AWPA CI AND C2 FOR SOIL CONTACT USE. <br />PAINT: AFTER BUST CLEAVING CONFORMING TO SSMC -SP6 (COMMERCIAL BLAST CLEANING) ALL METAL PARTS OF THE CATTLE WARD SHALL <br />BE PANTED N ACCORDANCE ON SECTION 563 OF THE SPECIFICATION. PANT SYSTEM 2 OR 3 SHALL BE USED FOR COASTAL <br />ENVIRONMENTS AND SYSTEM 4 OR 5 ELSEWIERE UNLESS OTHERWISE SPECIFIED IN THE CONTRACT. THE COLOR O THE <br />FINAL COAT WALL BE DETERMINED BY THE CONTRACTING OFFICER AS INDICATED IN THE CONTRACT DOCUMENTS. <br />HARDWARE: SHALL BE GALVANIZED IN ACCORDANCE WN AASHTO Mill (ASIM A123). <br />S /8• DIAL BAR BENT <br />MATERIALS, CONCRETE SHALL MEET PROJECT SPECIFICATIONS. PINS AND AS SHOW <br />REINFORCING STEEL SHALL MEET MSHTO M31M GRADE 420. <br />FAIRRIC.ATIFMN' CONSTRUCT FOUNDATION IN ACCORDANCE WITH SPECIFICATION SECTION 553A <br />EXCEPT MERE DRAWINGS DIFFER. PINS SHALL BE 1' DIAMETER AND HOT DIPPED <br />GALVANIZED M MEET M.SHTO Mill (ASTM AW). FUNFMCING STEEL CONCRETE COVER IS <br />1.5'. BAR SIZE IS NO, 13 EXCEPT WHERE NOTED. <br />STANDARD WELDED CATTLE GUARD W,'HINGED CLEANOUT. DESIGNED FOR HS -20 VEHICLE LOADING. <br />ADAPTED FROM USDA FOREST SERVICE STANDARD DRAWING NO. RS201M. NO RS230M. AND RS221M. <br />ALL DIMENSIONS ARE APPROXIMATE. <br />e�o��llo <br />BOLT (TYR) <br />HIGH <br />TYP_ 8' X:"3/16' . 12' <br />BOLT TWO SEC110 <br />ROAD. USE FIVE I <br />EQUALLY SPACED, <br />OBJECT MARKER <br />CORNERS <br />NOT TO SCALE <br />2' 2' <br />3 T6. �- <br />D1 - -3/16- H n <br />E <br />0.7 112" I jO-' <br />STEEL TUBE 'SECTION SOLID <br />FORMED SECTION YELLOW <br />REFLECT <br />ALTERNATE RAIL SECTIONS PANEL <br />'.THER TO INCREASE WON FOR DOUBLE UNE <br />METER MACHINE BOLTS THROUGH 5116' HOE'S <br />VD BOLTS APPX. 2' FROM ENDS OF CHANNEL'S. <br />m HOLES IN SILL ANGLES, <br />V0 PIN SPACING. <br />14 RAIL SECTIONS O 47.4' C -C <br />PUCE EXT. FACE O OUTSIDE <br />RAILS FLUSH ON CHANNEL ENDS <br />(L HAUL ROAD <br />HINGED CLEAN <br />OUT SECTION <br />SEE A - A <br />THREE YELLOW <br />REFLECTIVE <br />RECTANGLES <br />3rvy EACH) <br />TYP. (D)0 NOT WELD TO CHANNEL) <br />TYPE 2 TYPE 2A <br />OBJECT MARKER <br />TYPE 2 - 15Ox150 TREATED TIMBER OR <br />GALVANIZED STEEL POST <br />TYPE 2A - FLEXIBLE FIBERGLASS POST. <br />It . 1.637 F9 /m <br />SHIM HINGE BAR 9 /8• ABOVE <br />CHANNEL BEFORE: WELDING. <br />CIO : 0.6• <br />(ITT <br />SECTION C -C <br />NOT TO SCALE <br />OPENING <br />OF ANGLE <br />NOT TO SCALE <br />_ C THESE 3 RAILS WELDED TO ANGLE ONLY. NOT TO CHANNEL <br />€ <br />TLC L is' x 15" x 1/9' x z' (TIP.) <br />TIP. <br />5 TYP. <br />TACK I 5/8• DIAL X 5.5' <br />STRAIGHT HINGE BAR <br />21 1.5' <br />20'E O 110. 4/0 STEEL. LANK CHAIN - SECURELY <br />WELDED TO BENT BAR AVID ANGLE AS SHOWN. <br />G SECTION B -B <br />NOT TO SCALE <br />WRAP AND BURY GEOFABRIC BENEATH ROCK <br />J1, <br />LAYER AT LEAST 12" FROM TOP OF BANK FOR <br />LONG TERM FABRIC STABILIZATION 11,000/ <br />2:1 <br />3, <br />GEOTEX NW -801 NONWOVEN \ <br />GEOTEXTILE OR EQUIVALENT <br />LINE THE TRENCH WITH D50 = 9 <br />INCH RIP -RAP, AS DITCH <br />STEEPNESS INCREASES THE NEED <br />FOR ANGULAR ROCK, TO RESIST 2.25' <br />SLIPPAGE DOWNSLOPE, ALSO i <br />INCREASES <br />TYPICAL ROCK LINED DITCH SECTION -10% i <br />DETAIL 12 <br />N.T.S. <br />OPE & GRE:ATER <br />NTS <br />C <br />12' <br />4 -013 <br />HOOPS <br />2 -013 <br />2 -019 <br />(SINGE LANE) <br />2 -025 <br />(DOUBLE LANE) <br />END <br />ELEVATION <br />NOT TO WALE <br />FINISHED <br />ROAD SURFACE <br />PLAN <br />NOT TO SCALE <br />Y <br />XTION WON <br />RS201M CATTLE WARD <br />/ZS r 20' <br />TTE WARD LOCATING PIN <br />I' <br />•R - REINFORCED CONCRETE END MEMBER <br />•� ` (REBAR NOT SHOWN) <br />SECTION A -A <br />NOT TO SCALE <br />CATTLE GUARD LOCATING PINS <br />.OWING POINT F TWO METAL <br />rn <br />DETAIL 11 <br />N.T.S. <br />t <> <br />FRONT <br />ELEVATION <br />NO" TO SCALE <br />SIDE ELEVATION <br />NOT TO SCALE <br />4-016 <br />PH"i <br />OOP <br />SECTION B B <br />AS -BUILT POND CONTOURS <br />CING <br />HOOP SPACING <br />12' <br />HOOP <br />4 -016 <br />Lj _i <br />SECTION C -C <br />DETAIL 13 <br />1" = 40'. <br />C <br />W C <br />DRAINAGE CULVERT SCHEDULE <br />Pipe Name Size Length Slope <br />----- -- - <br />- <br />- <br />48 <br />37 <br />1.2% <br />o <br />72:1 <br />C1 - EXTENSION <br />48 <br />44 <br />1.2% <br />ft <br />72211 <br />IB- <br />025 r 20' CATTLE WARD LOCATING PIN <br />24 <br />48 <br />3 <br />I <br />0 <br />0 <br />C3 - N <br />SIDE MEMBER (OTY 2) 11 016 TOP & BOTTOM <br />SYMMETRICAL ABOUT EACH FACE <br />54 <br />1.5% <br />0.47 <br />HAUL ROAD <br />C3 - S <br />24 <br />53 <br />HOOPS <br />I <br />7229 <br />- <br />16• <br />I <br />1 <br />025 TOP & BOTTOM EACH FACE <br />125 <br />2.0% <br />28239 <br />L <br />1 <br />F END MEMBER (ON 2) <br />HOOPS <br />24 <br />124 <br />2.0% <br />A <br />' <br />C5 <br />- <br />- <br />- - <br />- - - - +E- - - - - - - "- <br />------- - - - - -- - - - - -- - -�+ <br />- - <br />- <br />- <br />2.0% <br />=1 <br />-- <br />A <br />24 <br />203 <br />3C <br />� <br />40036 <br />C8 <br />24 <br />-1 <br />3' -L <br />FCUMr <br />12' <br />4 -013 <br />HOOPS <br />2 -013 <br />2 -019 <br />(SINGE LANE) <br />2 -025 <br />(DOUBLE LANE) <br />END <br />ELEVATION <br />NOT TO WALE <br />FINISHED <br />ROAD SURFACE <br />PLAN <br />NOT TO SCALE <br />Y <br />XTION WON <br />RS201M CATTLE WARD <br />/ZS r 20' <br />TTE WARD LOCATING PIN <br />I' <br />•R - REINFORCED CONCRETE END MEMBER <br />•� ` (REBAR NOT SHOWN) <br />SECTION A -A <br />NOT TO SCALE <br />CATTLE GUARD LOCATING PINS <br />.OWING POINT F TWO METAL <br />rn <br />DETAIL 11 <br />N.T.S. <br />t <> <br />FRONT <br />ELEVATION <br />NO" TO SCALE <br />SIDE ELEVATION <br />NOT TO SCALE <br />4-016 <br />PH"i <br />OOP <br />SECTION B B <br />AS -BUILT POND CONTOURS <br />CING <br />HOOP SPACING <br />12' <br />HOOP <br />4 -016 <br />Lj _i <br />SECTION C -C <br />DETAIL 13 <br />1" = 40'. <br />C <br />W C <br />c <br />DRAINAGE CULVERT SCHEDULE <br />Pipe Name Size Length Slope <br />U <br />7224 <br />C1 - EXST <br />48 <br />37 <br />1.2% <br />o <br />72:1 <br />C1 - EXTENSION <br />48 <br />44 <br />1.2% <br />ft <br />72211 <br />cf <br />C2 <br />24 <br />48 <br />1.5% <br />n/a <br />0 <br />0 <br />C3 - N <br />24 <br />54 <br />1.5% <br />0.47 <br />7228 <br />C3 - S <br />24 <br />53 <br />1.5% <br />7229 <br />- <br />C4 - N <br />24 <br />125 <br />2.0% <br />28239 <br />L <br />1 <br />C4 - S <br />24 <br />124 <br />2.0% <br />29380 <br />' <br />C5 <br />24 <br />63 <br />1.5% <br />156361 <br />3.59 <br />C6 <br />24 <br />90 <br />2.0% <br />4.37 <br />7234 <br />C7 <br />24 <br />203 <br />1.8% <br />7235 <br />TABLE 1 <br />40036 <br />C8 <br />24 <br />56 <br />2.3% <br />O <br />C9 <br />24 <br />197 <br />3.0% <br />Incremental <br />C10 <br />24 <br />160 <br />1.1% <br />Cumulative <br />Volume <br />C11 <br />24 <br />82 <br />2.6% <br />of <br />7226 <br />C12 <br />24 <br />32 <br />2.2% <br />7227 <br />21466 <br />C13 <br />18 <br />38 <br />2.1% <br />24021 <br />C14 <br />18 <br />38 <br />2.1% <br />26561 <br />C15 <br />18 <br />59 <br />2.9% <br />29083 <br />c <br />Nu <br />V m <br />CZD '29 <br />W U c <br />CS =� <br />Target Pond <br />72,5 <br />U <br />7224 <br />e'l�z <br />721 <br />C <br />72 <br />o <br />72:1 <br />d <br />7220 <br />W <br />Volume <br />ft <br />72211 <br />cf <br />cf <br />7229 <br />z <br />7221 <br />Nu <br />V m <br />CZD '29 <br />W U c <br />CS =� <br />Target Pond <br />Volumes <br />U <br />a <br />Incremental <br />O <br />Elevation <br />Area <br />Volume <br />Cumulative <br />Volume <br />ft <br />sf <br />cf <br />cf <br />of <br />7226 <br />19509 <br />n/a <br />0 <br />0 <br />7227 <br />21633 <br />20571 <br />20571 <br />0.47 <br />7228 <br />23796 <br />22715 <br />43286 <br />0.99 <br />7229 <br />25998 <br />24897 <br />68183 <br />1.57 <br />7230 <br />28239 <br />27119 <br />95301 <br />2.19 <br />7231 <br />30520 <br />29380 <br />124681 <br />2.86 <br />7232 <br />32840 <br />31680 <br />156361 <br />3.59 <br />7233 <br />35199 <br />34020 <br />190380 <br />4.37 <br />7234 <br />37598 <br />36399 <br />226779 <br />5.21 <br />7235 <br />TABLE 1 <br />40036 <br />38817 <br />265596 <br />6.10 <br />AS -Built Pond Volumes <br />O <br />LL <br />C') <br />Incremental <br />Elevation <br />Area <br />Volume <br />Cumulative <br />Volume <br />ft <br />sf <br />cf <br />cf <br />of <br />7226 <br />9537 <br />n/a <br />0 <br />0 <br />7227 <br />21466 <br />15502 <br />15502 <br />0.36 <br />7228 <br />24021 <br />22744 <br />38245 <br />0.88 <br />7229 <br />26561 <br />25291 <br />63536 <br />1.46 <br />7230 <br />29083 <br />27822 <br />91358 <br />2.10 <br />7231 <br />31556 <br />30320 <br />121678 <br />2.79 <br />7232 <br />34043 <br />32800 <br />154477 <br />3.55 <br />7233 <br />36545 <br />35294 <br />189771 <br />4.36 <br />7234 <br />39064 <br />37805 <br />227576 <br />5.22 <br />7235 <br />41540 <br />40302 <br />267878 <br />6.15 <br />SEDIMENT POND STAGE/VOLUME AS -BUILT VS DESIGN <br />0 1 2 3 4 5 6 <br />Capachy (acre-ft) <br />fJ <br />LT <br />1 <br />w <br />U <br />a <br />Z <br />O <br />(D <br />M <br />Z <br />� <br />o <br />W <br />CO <br />6j <br />I <br />LL_ <br />F-- <br />W <br />Q <br />O <br />Cn <br />O <br />On <br />O <br />Tn <br />O <br />co <br />z <br />J <br />Q <br />L <br />>> <br />Ln <br />>> <br />� <br />> <br />Q <br />m <br />c <br />o <br />0 <br />o <br />co <br />rU� <br />w <br />CD <br />Y <br />o <br />Uj <br />1�_' <br />_Z <br />U <br />W <br />_Z <br />Q <br />W Ig <br />Z° <br />5� <br />L Z <br />0 <br />r� v/ <br />v > J <br />_Z Uj <br />E <br />LLI <br />Y <br />I <br />W� <br />00. <br />U_j <br />V <br />_U <br />Z <br />2 <br />U <br />W <br />U <br />Z <br />o <br />Y <br />�z <br />LIJ <br />CO <br />W <br />00 <br />W <br />C <br />O <br />Cn <br />O <br />On <br />O <br />Tn <br />O <br />co <br />z <br />J <br />Q <br />L <br />>> <br />Ln <br />>> <br />� <br />> <br />Q <br />c <br />o <br />LU <br />o <br />co <br />rU� <br />W <br />_Z <br />Q <br />W Ig <br />Z° <br />5� <br />L Z <br />0 <br />r� v/ <br />v > J <br />_Z Uj <br />E <br />LLI <br />Y <br />I <br />W� <br />00. <br />U_j <br />V <br />_U <br />Z <br />2 <br />U <br />W <br />SHEET <br />SD3 <br />OF <br />U <br />Z <br />o <br />� <br />CO <br />W <br />00 <br />W <br />C <br />O <br />> <br />_Z <br />O <br />Z <br />c <br />o <br />LU <br />o <br />co <br />U <br />CD <br />o <br />1�_' <br />_Z <br />•� <br />CV <br />rn <br />W <br />NJ <br />O <br />LL <br />C') <br />SHEET <br />SD3 <br />OF <br />