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4485 <br />4480 <br />447E <br />4470 <br />446? <br />446C <br />445°- <br />4450 <br />RAIL SPUR AND LOOP PROFILE <br />AA.. <br />IRail Alignment and Profile provided by Railroad Specialites, Inc. <br />V) <br />LEGEND: <br />mil+ RAILROAD <br />HIGHWAY <br />—•— PERMIT BOUNDARY <br />-low— DRAINAGE DITCH <br />CULVERT <br />SILT FENCE <br />BERM <br />Z <br />O <br />4. <br />PAP Findings - FWS Conservation <br />v) <br />3. <br />PAP, Adequacy Response #3 <br />> <br />2. <br />PAP, Adequacy Response #2 <br />w <br />1. <br />PAP, Adequacy Response #1 <br />No. <br />DESCRIPTION: <br />t <br />�- <br />t <br />B <br />fF <br />O o <br />00 <br />I 01 <br />0.01 7 '77_ <br />REFERENCES <br />I J <br />N <br />Scale: V= 200' <br />ti;9h <br />�La <br />y6 <br />CP `SO <br />P /P <br />o � <br />\ O 04 V 4472 / <br />�'j <br />0 <br />_ b <br />a <br />u / <br />4465 <br />TOP OF RAILROAD TIE <br />EXISTING GROUND (PROFILE) <br />PROPOSED GROUND SURFACE (PROFILE SECTIONS A -A' & B -B') <br />SEDIMENT POND <br />EXCELSIOR LOGS <br />Contours generated from aerial photography taken by Cooper Aerial Surveys Co. on 5/5/2010 <br />1 Foot Contour Interval <br />ENGINEER'S CERTIFICATION <br />I hereby certify that this drawing was done N <br />by m y direct supervision and <br />th a{AP11 ation presented on this W* E <br />d in orrect to the best of S <br />yk'nowledgel lief. I ONE INCH l <br />'.3402 =: <br />�• D• Q <br />•� /�f ?. DESIGNED,BY' <br />Tammerin'K. t er shop Date DRAWN BY TKB <br />Colorado P.E. 43402 <br />CHECKED BIY- <br />Scale: 1" = 20' (V) I <br />Scale: 1" = 400' (H) <br />Section A -A' <br />4476 4476 <br />Existing Ground <br />4475 4475 <br />4474 4474 <br />4473Proposed Ground Surf ce 4473 <br />4472 Rail Spur ry 4472 <br />4471 D -2a 4471 <br />m <br />4470 4470 <br />4469 2x_ D2 4469 <br />4468 �t. Use Road 4468 <br />4467 At top ofSelmtMut• W(Suh- ballost) 4467 SCALE: 1" = 4' (V) <br />g o <br />a a o a a N a a N m a n a °a a a oa a a a oa n a m a a on a m a " ° <br />4 :, SCALE: 1" = 20' (H) <br />Please see Exhibit 16 for Union Pacific Typical Section - <br />Section B -B' <br />4473 Rail Spur 4473 <br />Proposed Ground Surface <br />4472 4472 <br />4471 4471 <br />Existing Ground <br />4470 4470 <br />4469 4469 <br />4468 4468 <br />o o z o t o o n 0 a N M n 6 o o <br />0 0 o a o in a <br />a a SALE: I"= 2' (V) <br />Please see Exhibit 16 for Union Pacific Typical Section SCALE: 1" = 10' (H) <br />��� <br />REG" <br />9IV <br />2'HIGH REINFORCED Bridge Plan and Profile (Upstream) REINFORp6tH CON CdFd,'LaF1i ER(TBD) <br />4480 CRETE WALKWAY Borr otkl�` d 448 <br />TOP CHORD ELEV - /W ''° Sn <br />REINFOR CONCRETE T.O.R. ELEV. 4466.89 ELEV. - 4f�17 <br />4470 E 1ID CAP (TBD J� FAlh 447 <br />— 4460 446 <br />15. =� 15 47' -- 32.26' — 18.94' — 18.94' -- 18.94' <br />4450 IT' \ 445 <br />INFORCED CONCRETE \ EXISTIN�GROUND <br />4440 CAP (TYP) TBD ; ABUTMENT- 444 <br />PROP. WASH t� PILE I P14X1r021 CONCRETE <br />BOTTOM o 7 ROWS W/7 RYOI�S PANEL (TYP.) <br />4430 Y,I PROTECTED BY ABUTMENT 443 <br />Col (BEARING DEPTH TBD) <br />4420 T I 11 442 <br />'a. <br />12"- TOPSOIL OVER RIP -RAP <br />D50 =18" <br />1+00 DEPTH =3.0' OVER MIRAF1500X <br />15.47- - <br />2 +00 <br />3 +00 <br />32.26' •/r 18.94'— 18.94' -- 18.94 — r PROP. TRACK <br />- u <br />LEGEND: <br />mil+ RAILROAD <br />HIGHWAY <br />—•— PERMIT BOUNDARY <br />-low— DRAINAGE DITCH <br />CULVERT <br />SILT FENCE <br />BERM <br />BRIDGE DECK <br />TKB <br />12/8/11 <br />TKB <br />08/11 <br />TKB <br />07/11 <br />TO <br />04/11 <br />BY <br />DATE <br />TIMBER TIES <br />12" - TOPSOIL OVER RIP -RAP <br />D50 =18" <br />DEPTH =3.0' OVER <br />TOP OF RAILROAD TIE <br />EXISTING GROUND (PROFILE) <br />PROPOSED GROUND SURFACE (PROFILE SECTIONS A -A' & B -B') <br />SEDIMENT POND <br />EXCELSIOR LOGS <br />Contours generated from aerial photography taken by Cooper Aerial Surveys Co. on 5/5/2010 <br />1 Foot Contour Interval <br />ENGINEER'S CERTIFICATION <br />I hereby certify that this drawing was done N <br />by m y direct supervision and <br />th a{AP11 ation presented on this W* E <br />d in orrect to the best of S <br />yk'nowledgel lief. I ONE INCH l <br />'.3402 =: <br />�• D• Q <br />•� /�f ?. DESIGNED,BY' <br />Tammerin'K. t er shop Date DRAWN BY TKB <br />Colorado P.E. 43402 <br />CHECKED BIY- <br />Scale: 1" = 20' (V) I <br />Scale: 1" = 400' (H) <br />Section A -A' <br />4476 4476 <br />Existing Ground <br />4475 4475 <br />4474 4474 <br />4473Proposed Ground Surf ce 4473 <br />4472 Rail Spur ry 4472 <br />4471 D -2a 4471 <br />m <br />4470 4470 <br />4469 2x_ D2 4469 <br />4468 �t. Use Road 4468 <br />4467 At top ofSelmtMut• W(Suh- ballost) 4467 SCALE: 1" = 4' (V) <br />g o <br />a a o a a N a a N m a n a °a a a oa a a a oa n a m a a on a m a " ° <br />4 :, SCALE: 1" = 20' (H) <br />Please see Exhibit 16 for Union Pacific Typical Section - <br />Section B -B' <br />4473 Rail Spur 4473 <br />Proposed Ground Surface <br />4472 4472 <br />4471 4471 <br />Existing Ground <br />4470 4470 <br />4469 4469 <br />4468 4468 <br />o o z o t o o n 0 a N M n 6 o o <br />0 0 o a o in a <br />a a SALE: I"= 2' (V) <br />Please see Exhibit 16 for Union Pacific Typical Section SCALE: 1" = 10' (H) <br />��� <br />REG" <br />9IV <br />2'HIGH REINFORCED Bridge Plan and Profile (Upstream) REINFORp6tH CON CdFd,'LaF1i ER(TBD) <br />4480 CRETE WALKWAY Borr otkl�` d 448 <br />TOP CHORD ELEV - /W ''° Sn <br />REINFOR CONCRETE T.O.R. ELEV. 4466.89 ELEV. - 4f�17 <br />4470 E 1ID CAP (TBD J� FAlh 447 <br />— 4460 446 <br />15. =� 15 47' -- 32.26' — 18.94' — 18.94' -- 18.94' <br />4450 IT' \ 445 <br />INFORCED CONCRETE \ EXISTIN�GROUND <br />4440 CAP (TYP) TBD ; ABUTMENT- 444 <br />PROP. WASH t� PILE I P14X1r021 CONCRETE <br />BOTTOM o 7 ROWS W/7 RYOI�S PANEL (TYP.) <br />4430 Y,I PROTECTED BY ABUTMENT 443 <br />Col (BEARING DEPTH TBD) <br />4420 T I 11 442 <br />'a. <br />12"- TOPSOIL OVER RIP -RAP <br />D50 =18" <br />1+00 DEPTH =3.0' OVER MIRAF1500X <br />15.47- - <br />2 +00 <br />3 +00 <br />32.26' •/r 18.94'— 18.94' -- 18.94 — r PROP. TRACK <br />- u <br />7PED FOR: PROJECT: <br />CAM COLORADO LLC TITLE <br />2352 N. 7th Street, Unit B <br />Grand Junction, CO 81501 <br />Phone: 970 - 245 -2987 <br />PREPARED er'J. E. STOVER & ASSOCIATES, INC. <br />2352 N. 7th STREET, UNIT p DRMS I.D. No. <br />°1 Gr.: I <br />20.44' <br />PROP. WALKWAY \ �` <br />PROP. REINFORCED CONCRFIE <br />BRIDGE DECK <br />PROP REINFORCED <br />I <br />CONCRETE CAP (TBD) <br />CONCRETE <br />PILE HP14X102 `� <br />PANELS 8" THICK <br />7PED FOR: PROJECT: <br />CAM COLORADO LLC TITLE <br />2352 N. 7th Street, Unit B <br />Grand Junction, CO 81501 <br />Phone: 970 - 245 -2987 <br />PREPARED er'J. E. STOVER & ASSOCIATES, INC. <br />2352 N. 7th STREET, UNIT p DRMS I.D. No. <br />°1 Gr.: I <br />20.44' <br />PROP. WALKWAY \ �` <br />PROP. REINFORCED CONCRFIE <br />BRIDGE DECK <br />PROP REINFORCED <br />ABUTMENT - <br />CONCRETE CAP (TBD) <br />CONCRETE <br />PILE HP14X102 `� <br />PANELS 8" THICK <br />(TYP.) <br />(TYP.) <br />(5/6 PER ROW TBD) - PROP. 10' <br />TIMBER TIES <br />12" - TOPSOIL OVER RIP -RAP <br />D50 =18" <br />DEPTH =3.0' OVER <br />MIRAFI 50OX <br />SCALE: I" = 30' (H =V) <br />FRUITA LOADOUT <br />RAIL SPUR PLAN & PROFILE <br />DWG. NAME: <br />MAP -21 <br />AS SHOWN <br />