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0 <br />0 <br />N 764098.00 <br />E 184934,68 <br />EL. 5031.0 <br />LYNCH BORROW <br />PIT BOTTOM <br />4.5 1 1 <br />1 <br />BOTTOM <br />ELEV. <br />THICKENTOED -� <br />RIPRAP E <br />EXTEND RUNDOWN <br />AT SLOPE OF 3:1 <br />UNTIL DEPTH OF <br />4.5' IS REACHED <br />DESIGNED Bn LEu <br />Nc PURPCsr <br />DRAFTED Br. CMO I a NNW RIC RL100IN ar, <br />CHECKED Er Si, <br />22' <br />THICKENED RIPRAP TOE c <br />N.T.S. C3,4 <br />68' <br />TOE OF SLOPE <br />13' STA 2080'23.9/696.47' L T 1 <br />�15' BEDDING <br />GEOTEXTILE <br />- [ - R.O.W. <br />tl�l 107.0 9 N 76444 134.37 E 185187.81 E 1852a 4.30 <br />EL, 5029.0 EL. 5032.0 EL 5032.0 <br />N ]64096.Ja <br />- - E 185220.03 <br />EL. 5032.0 <br />N 764107.11 <br />E 185301.10 <br />EL. 5029.0 <br />LYNCH BORROW <br />PIT SIDE SLOPE <br />MATCH EXISTING <br />PIT SLOPE (TYP.) <br />MATCH EXISTING <br />PIT BOTTOM (TYP.) ^ <br />46' tY7��Vr 36" LAYER RIPRAI (TYR450.181 <br />THICKENED RIPRAP TOE TERMINATE BEDDING AT <br />d50.18" HINGE POINT OF GEOTEXTILE TUCK GEOTEXTILE <br />6" BEDDING AND BEDDING AND 2' UNDER TOP <br />GEOTEXTILE GEOTEXTILE SOIL (TYP) <br />RIPRAP DETAIL,(o <br />N.T.S. c314 <br />TMATCH PROPOSED <br />EMBANKMENT <br />STA. 2079.88.7/762.35 LT <br />CONCRETE CUTOFF WALL EL, 5032.0 <br />STA 2080.05.6/729.56 LT <br />ELEV.-5028.00 <br />VARIES 36" THICK LAYER <br />FLOW RIPRAP TRANSITION <br />4761 1 (- d50-1£" <br />u12 <br />36" THICK. 2' ! <br />LAYER RIPRAP <br />450.18" ;- 21' <br />6 <br />[314 <br />RIPRAP RUNDOWN WITH CUTOFF WALL A <br />NTS <br />NOTES: <br />I CONCRETE SHALL. BE CLASS B CONCRETE <br />AND MEET REOUIREMENTS OF <br />6" 6ECLING AND SECTION 6010E THE SPECIFICATIONS <br />GEOTEXTILE 2, GECTEXTILE EROSION CONTROL CLASS A <br />SHALL MEET REQUIREMENTS OF SECTION 420 <br />OF THE SPECIFICATIONS. <br />3. RIPRAP SHALL MEET REQUIREMENTS <br />OF SECTION 506 OF THE SPECIFICATIONS. <br />4. BEDDING SHALL BE CLASS A FILTER <br />MATERIAL AND SHALL MEET <br />REQUIREMENTS OF SECTION 206 <br />OF THE SPECIFICATIONS. <br />LYNCH BORROW PIT DRAINAGE DETAILS <br />61 -3 - STA. 2005.00 TO 2090.00 <br />-2 <br />5035 <br />N 764104.06 <br />E 185501.12 <br />EL. 5031.0 <br />i�r wluln <br />6" TOPSOIL & <br />VARIES 22 -MIN, <br />N 764201 24 <br />A <br />E 185199 71 <br />N 764201.76 <br />CA LOUT <br />MATCH EXISTING <br />E 185239.70 <br />7T7 <br />/IV/ Y? <br />MATCH EXISTING <br />LOCATION <br />"1 <br />y <br />•/� <br />STA. 2080-23.9/696. 17 L? <br />20 - --0 ___. - _20 41 <br />- <br />_ <br />VARIES <br />C <br />TERMINATE <br />SCALE IN FEET <br />1.5' MIN. <br />5015 <br />[314 <br />5015 <br />- <br />- 5015 _ ____ <br />- <br />_ -_._.- ___ 5015 <br />_ <br />- <br />__._ 506 <br />o <br />HINGE POINT <br />_ -.N 9641793. _ <br />_ -_. M1r76a1733E _ <br />OF GEOTEXTILE <br />_E._105215.OT <br />6" BEDDING <br />D <br />° <br />EL 5015.0._. <br />_ F6 0 - -. -_- <br />-_- <br />__.__ ___. _ - <br />____ <br />_ -- <br />5020 <br />5020 <br />5020 <br />5020 <br />5020 - - <br />- -. _ -- 4J�8521553 -. <br />_ _ _ <br />STA.2080- OSEf7295G LT <br />- - <br />,� <br />�OZ Ro-35 <br />- _ <br />- <br />502E <br />502E <br />-. <br />- - -_ <br />502` <br />502. <br />-- N�641233.3___ __ <br />F�85�87 44- <br />__ __ _____.. .E ED_ 08{ <br />\ - .LDNCPEIt�UiOFF -A4 hL <br />I <br />N- 76312602. <br />89 - - -- <br />- -- - - -- <br />_ <br />_ -- -- -rtL 5U�2.0 - <br />5030 <br />-- 5030 <br />50 }0 <br />5030 <br />-ST-A - 209'7.95- :Sn4955 -CT- <br />N 764111.57 <br />E 185244.08 <br />_.5030 _- ___ > <br />_ GiA 7n.7o g 5-LT <br />�--�- <br />' I _ <br />5030 <br />__ <br />- <br />- 76414332. _, <br />-_ <br />-6awa a6 <br />5030 <br />0 <br />N 764098.00 <br />E 184934,68 <br />EL. 5031.0 <br />LYNCH BORROW <br />PIT BOTTOM <br />4.5 1 1 <br />1 <br />BOTTOM <br />ELEV. <br />THICKENTOED -� <br />RIPRAP E <br />EXTEND RUNDOWN <br />AT SLOPE OF 3:1 <br />UNTIL DEPTH OF <br />4.5' IS REACHED <br />DESIGNED Bn LEu <br />Nc PURPCsr <br />DRAFTED Br. CMO I a NNW RIC RL100IN ar, <br />CHECKED Er Si, <br />22' <br />THICKENED RIPRAP TOE c <br />N.T.S. C3,4 <br />68' <br />TOE OF SLOPE <br />13' STA 2080'23.9/696.47' L T 1 <br />�15' BEDDING <br />GEOTEXTILE <br />- [ - R.O.W. <br />tl�l 107.0 9 N 76444 134.37 E 185187.81 E 1852a 4.30 <br />EL, 5029.0 EL. 5032.0 EL 5032.0 <br />N ]64096.Ja <br />- - E 185220.03 <br />EL. 5032.0 <br />N 764107.11 <br />E 185301.10 <br />EL. 5029.0 <br />LYNCH BORROW <br />PIT SIDE SLOPE <br />MATCH EXISTING <br />PIT SLOPE (TYP.) <br />MATCH EXISTING <br />PIT BOTTOM (TYP.) ^ <br />46' tY7��Vr 36" LAYER RIPRAI (TYR450.181 <br />THICKENED RIPRAP TOE TERMINATE BEDDING AT <br />d50.18" HINGE POINT OF GEOTEXTILE TUCK GEOTEXTILE <br />6" BEDDING AND BEDDING AND 2' UNDER TOP <br />GEOTEXTILE GEOTEXTILE SOIL (TYP) <br />RIPRAP DETAIL,(o <br />N.T.S. c314 <br />TMATCH PROPOSED <br />EMBANKMENT <br />STA. 2079.88.7/762.35 LT <br />CONCRETE CUTOFF WALL EL, 5032.0 <br />STA 2080.05.6/729.56 LT <br />ELEV.-5028.00 <br />VARIES 36" THICK LAYER <br />FLOW RIPRAP TRANSITION <br />4761 1 (- d50-1£" <br />u12 <br />36" THICK. 2' ! <br />LAYER RIPRAP <br />450.18" ;- 21' <br />6 <br />[314 <br />RIPRAP RUNDOWN WITH CUTOFF WALL A <br />NTS <br />NOTES: <br />I CONCRETE SHALL. BE CLASS B CONCRETE <br />AND MEET REOUIREMENTS OF <br />6" 6ECLING AND SECTION 6010E THE SPECIFICATIONS <br />GEOTEXTILE 2, GECTEXTILE EROSION CONTROL CLASS A <br />SHALL MEET REQUIREMENTS OF SECTION 420 <br />OF THE SPECIFICATIONS. <br />3. RIPRAP SHALL MEET REQUIREMENTS <br />OF SECTION 506 OF THE SPECIFICATIONS. <br />4. BEDDING SHALL BE CLASS A FILTER <br />MATERIAL AND SHALL MEET <br />REQUIREMENTS OF SECTION 206 <br />OF THE SPECIFICATIONS. <br />LYNCH BORROW PIT DRAINAGE DETAILS <br />61 -3 - STA. 2005.00 TO 2090.00 <br />-2 <br />5035 <br />N 764104.06 <br />E 185501.12 <br />EL. 5031.0 <br />SUBGRADE SHALL BE <br />UNDISTURBED SOIL OR <br />FILL SOIL COMPACTED <br />PER SPECIFICATIONS <br />RIPRAP LINED RUNDOWN DETAIL <br />N. T. S. Rcl ®,4a Ea, C ... wno' <br />22' m.an,w:a.;m rm li4avx o..;ev.T�lla eo�mn <br />w:m IOJI71of s:me /iia3+v i1J2.lU <br />I+ I see, n:a„a. <br />STATION CALL OUT LOCATION <br />1 - -- - -- - - - -�- <br />5' �IA /IaUY �'.. t.. '.. '.. '.. '.� <br />12' <br />SUBGRADE SHALL BE ..vm.vmwnavm�w <br />UNDISTURBED SOIL OR SECTION B <br />FILL SOIL COMPACTED <br />PER SPECIFICATIONS N.T S C3,4 <br />PARSONS TRANSPORTATION GROUP PACKAGE NUMBER SHEET NUM <br />BI-3 C314 <br />STRUCTURE NUMBE R. <br />CONCRETE <br />CUTOFF WALL <br />i�r wluln <br />6" TOPSOIL & <br />VARIES 22 -MIN, <br />I NATIVE GRASS <br />SEEDING <br />CA LOUT <br />OCATION <br />CALLOUT <br />/IV/ Y? <br />LOCATION <br />"1 <br />VARIES <br />TERMINATE <br />1.5' MIN. <br />BEDDING AT <br />HINGE POINT <br />1� <br />10' <br />OF GEOTEXTILE <br />4 (MINT <br />6" BEDDING <br />D <br />° <br />1 <br />GEOTEXTILE <br />4 (MIN.) <br />36" LAYER <br />314 <br />IPRAP <br />SUBGRADE SHALL BE <br />UNDISTURBED SOIL OR <br />FILL SOIL COMPACTED <br />PER SPECIFICATIONS <br />RIPRAP LINED RUNDOWN DETAIL <br />N. T. S. Rcl ®,4a Ea, C ... wno' <br />22' m.an,w:a.;m rm li4avx o..;ev.T�lla eo�mn <br />w:m IOJI71of s:me /iia3+v i1J2.lU <br />I+ I see, n:a„a. <br />STATION CALL OUT LOCATION <br />1 - -- - -- - - - -�- <br />5' �IA /IaUY �'.. t.. '.. '.. '.. '.� <br />12' <br />SUBGRADE SHALL BE ..vm.vmwnavm�w <br />UNDISTURBED SOIL OR SECTION B <br />FILL SOIL COMPACTED <br />PER SPECIFICATIONS N.T S C3,4 <br />PARSONS TRANSPORTATION GROUP PACKAGE NUMBER SHEET NUM <br />BI-3 C314 <br />STRUCTURE NUMBE R. <br />CONCRETE <br />CUTOFF WALL <br />