HomeMy WebLinkAbout008 - C2.1 - Track C Plan and Profile CL OF 400' WIDE
RIGHT-OF-WAY
LR RUNAROUND-TRACK �-
POINT OF SWITCH FROM - -
RUNAROUND TRACK EXISTING--MAIN LINE
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o
N H U -i :3ari. i D0
EXISTING 3 -YEAR EVENT;NDATI
6 CAST IRON CULVERTCULVERT �
0 oiv R-675.50' i EXTENSION WITH FISH RESTING STRUCTURE 7ER
j8NF
OCATION OF ABANDONED `
'� _ 2" WATER SERVICE LINE -
o - -... 3+-4.03 0_ L=12322' + - LE SWITCH POINT DERAIL
SAR EE D �.L
TURNOUT - ti AND DS S ETAIL 5 C`�� � PROPOSED � �" N��. TRACK C -CH- ' , 200' STA: 1+47.32 - - �� RIPRAP APRON, •� PROPOSED TIERED l 0 0 STORMWATER +SEENOTES ON -WITH TRACK B - ��' /� a1421' LEARAIJPOINT RETENTION PONDAS SIDE TRACK � � � �SHEET C2 3 T"F'STA: 1+9 o ! J w_c' L.
NOT THIS 4675
o
- I TRANSITION GRAVEL ACCESS TALL BERM (DETAILED-IN
4675
ER
J � I, t • �. 4670 - - -�- - - _ ROAD AS NEEDED 20' WIDE P ,L ,�,
g2072 / ���, DC v K�• \.-, EXISTING MDEO MONITOR WELL (M-37) -
-�. L-240.84 FOR BOZEMAN SOLVENT SITE.
PROPOSED TURNAROUND AND ACCESS AREA - PROPOSED 72' LONG, 138" NOT TO BE DISTURBED.
SURFACED WITH 6" THICK-3/4" MINUS BASE COURSE "` - r �� � DIAMETER CMP 00.277
GRAVEL-COMPAY DENSITY d+ co PROPOSED 13' WIDE
CTED TO 95% MAXIMUM DR - y
PROPOSED STORMWWATER GRAVEL ACCESS TRACT2-B
ROAD PER 2/C5.1
RETENTION POND (TYP.) LOT LINE 25 WIDE TRAIL EASEMENT
WATERCOURSE _ ABANDONED-ACROSS TRACT ��^9
ZONE 1 SETBACK 2=-B PER Doc. #2831241
WHEAT DRIVE EXTENSION
'- DRAINAGE-EASEMENT
P€R Doc. #2831239
�, �e� WETLAND EXTENTS-PROM I A S.I 2023 WETLAND DELINEATIONWIIIIIA \
WATERCOURS€-ZONE-2-SETBACK
BY-WESTON SOLUTIONS, --
AERIAL IMAGERY NOTE: PLAN VIEW-TRACK C(SPCA-00+12.20 STA 14+50)
AERIAL IMAGERY IS FROM 04/30/2023 CITY OF BOZEMAN.
HIGH PT STA: 12+74.23
HIGH PT ELEV: 4679.00
PVI STA:12+30.00
469 PVI ELEV:4679.01 690
HIGH PT STA* 5+00.00 1K.288.78;
HIGH PT EL IV: 4676.63 RA E OF CHANG :0.35
PVI STA:4+50.00 LV :100.0
PVI ELE 4676.47
on 00
K:3 8.91; om o0
RATE OF C ANGE:0.32 o ro o of
468 LVC:100.00 + + 685
N
o o m EXISTING MAIN RAIL LINE OR w
14.21' CLEARANCE POINT o, ono > �>
STA: 3+44.93 +coo +coo RAILROAD RIGHT-OF-WAY >m >w
468 1 iD STA: 7+85.75 m w 680
POINT OF SWITCH bi"� Gi w PROPOSED TRACK C TOR -0.02% _
GRADE BREAK STA = -0+12.20 U U U v
WITH TRACK B
ELEV = 4673.46 m m w w 0.33
AS SIDE TRACK _
0.65% STA = 1+97.16 STA: 8+46.12
STA: 1+97.16 SEE SHEET C2.3 ELEV: 4677.76 co i
SUBGRADE ELEV: 4671.94 ELEV = 4674.82 x -
467 _ - - `O FOR DEPTH 675
- � - - - - � o � OF COVER � _ INSTALL DOUBLE SWITCH POINT DERAIL
+ + n i PER BNSF STANDARDS, SEE DETAIL 5/C5.2
r
v i STA: 11+25.00
-
a
o ---
N
467 + + 670
CONSTRUCTED TOP OF RAIL i
aSURVEY DATA (02/24/2023) TYP. -
S
POINT OF SWITCH FROM x EXISTING GROUND AT CL -
RUNAROUND TRACK x �}x f8 F�J �(�� FBp OF PROPOSED TRACK C
466 F}�x F�>> �F 86 4FL x3 FL 22�L ss �L S> 665
SUBGRADEi220 ELEV: 4670.58 �FGS�� FL 90 A6, xs) R6) 70
R6, 6jR 3` SR '88 .96 0� rn
PROPOSED 138" DIAMETER CMP
466 660 s
N 7 n n0� n0,� 0n o 001 Oa 00 n O In 0 O M 0 00ON O a0 N oa vim ui� u 6 6 � , ds ds� .0 C .01 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0
+ 0 N O «1 0 ifl O i11 0 ifl O N 0 N 0 u� O 1 O N
p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
O O N N n n N Ul O O r r of CO m m O O f N N M M
PROFILE VIEW-TRACK C(STA-00+12.20- STA 14+50)
NO. REVISIONS DRAWN BY DATE OHORIZONTAL SCALE FEET N VERTICAL S 0CALE FEET �OTgNq PROJECT #: 14-167 SHEET
50 00 0
BOZEMANTRAX _ TRACK C RAIL �Led�T1CeNSIOA� 32 DISCOVERY DRIVE Civil Engineering � DATE: 07/07/2025 ��o�
Eaic�nraes fl �j BOZEMAN,MT 59718
Toss TRACK C - PLAN & PROFILE (=®+12.20 - 14+50) PHONE(406)582-0221 Geo technical Engineering
a s as PE FAX(406)582-5770 ALLIED
PROJECT ENGINEER: RSR DRAWN BY: EJF = w .alliedengineedngmc Land Surveying EWINEERINR
�Ss`,'`E BOZ EMANI MONTANA 5 BOZEMAN TRAX
DESIGNED BY: RSR, EJF REVIEWED BY: RSR q'VA ' TRACK C PLAN&PROF.