HomeMy WebLinkAbout009 - C2.2 - Track C Plan and Profile EXISTING WATER-MAIN
AND CASING EXISTING SANITARY-SEWER APPROXIMATE MAIN RAIL CL OF 40' WIDE
RUNAROUND-'TRACK MAIN--AND CASING LINE_STATIONING (TYP.) RAILROAD
EXI-STING-MAIN--LINE RIGHT-OF-WAY
200'x45' PAD FOR ----- '�-�
< NO. 11 TURNOUT a
100-YEAR EVENT INUNDATION EXTENTS - -� �' ✓, - -
200'
APPROX. LOCATION OF-ABANDONED
2'-WATER SERVICE LIVE +W.
4 EXISTING FIRE HYDRANT
_ NOT TO BE DISTURBED
1' TALL BERM TO PREVENT TEMPORARY STILLING
BASIN OVERFLOW FROM ENTERING RAILROAD ROW .Y
EXISTING UNDERGROUND
BERM (DETAILED IN 3/C5.1)
+ _ RAILROAD RIGHT-CIF-WAY-(SOUTH BOUNDARY) FIBER OPTIC CABLE (SPRINT)
TO REMAIN IN PLACE
\\ 60' WIDE
30.0' 30.0 .a� \ STORM OUTFACE ROAD EASEML��I -
P � � � � '� No_ \.• PHASE 2 - -
i (TEMPORARY STILLING BASIN). (RED WING ABANDONEDRIVE)
0 0 0 0 0 = o. AA \ V, NOT THIS PROJECT
\\ .WITHIN MRL ROW
4675
\• RECENTLY COMPLETED
STORM GRADING.
NOT THIS PROJECT TEST PIT LOCATION FROM-
_ -0.4 -0.4% \\ 6 2004 COB TRANSFER STATION
\ 46R \ \\ \ 30 STORM MAIN GEOTECH REPORT (TYP.) -
-20' WIDE, 1' DEEP TEMPORARY CHANNEL - \ \ \ FRO PH SE 2.
M A
'- ----FOR-STILLING BASIN OVERFLOW CONSTRUCT EARTHEN Bi1MPER '\ \ NOT THISPROJECT R69
- - � - ----- PER BNSF STANDARDS
SEE DETAIL 4/C5.2
6` �o
TACT 2—B �CRACT 4—B
\\ \
30' WIDE SEWER EASEMENT PER 103F 3191 =Y''
WORK AREA/ACCESS ROAD \\ \\\\\, 30' WIDE DRAINAGE EASEMENT PER Doc. #2711981 ,r
k681 TO BE ABANDONED WITH T t53 \\ \ \\ � rt;-' - -"
NEW CELL TOWER 20' WIDE WATER PIPELINE
ACCESS EASEMENT EASEMENT PER Doc. #2066505
4684
v- EXISTING 20' WIDE
ACCESS EASEMENT LOT
Docs. #2050420 VA \ VA \\
AND #2555167
TO BE ABANDONED '\ \
AERIAL)IMAGERY NOTE: PLAN
y1f1C�Ay ,�v ,�v q ,R,
AERIAL IMAGERY IS FROM 04/30/2023 CITY OF BOZEMAN. P L,Al�I VIEW!'Y -TRACK C(STA i4+50_ STA 2®+00)
469 690
EXISTING MAIN LINE TOR
CONSTRUCT EARTHEN BUMPER
PER BNSF STANDARDS
468 SEE DETAIL 4/C5.2 685
RED MARKER END OF RAIL
STA: 18+69.00 STA: 18+81.00 _
PROPOSED TRACK C TOR STA: 18+65.00 ELEV: 4678.88
468 680
-0.02%
16.0' _
GRADE BREAK STA = 20+00.00
ELEV = 4678.86 -
467 675
EXISTING GROUND AT (�
OF PROPOSED TRACK C
i
467 670
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PROFILE VIEW—TRACK C(STA 14+50— STA 20+00)
NO. REVISIONS DRAWN BY DATE OHORIZONTAL 50SCALE FEET 00 0 VERTICAL SCALE FEET 0 �O NTq Nq PROJECT #: 14-167 SHEET`
BOZEMAN RAX _ TRACK C RAIL ]CeXJC]�CNSION 32 DISCOVERY DRIVE � DATE: 07/07/2025 ��o�
caic�nraes BOZEMAN,MT 59718 Civil Engineering
FOSS TRACK C - PLAN & PROFILE (14+50 _ 2®+00) PHONE(406)582-0221 Geotechnical Engineering
N.s as 1E FAX(406)582-5770 ALLIED
PROJECT ENGINEER: RSR DRAWN BY: EJF = W .alliedengineeringmc Land Surveying Enc�N�ana
�Ss`�'° S' - ]BCZEMANI Ty ONTANA y BOZEMAN TRAX
DESIGNED BY: RSR, EJF REVIEWED BY: RSR qVA ➢ TRACK C PLAN&PROF.