HomeMy WebLinkAbout011.1 - C2.5 - Access Road Plan and Profile APPROX. LOCATION_OF--ABANDONED
F 675_.' 2" WATER SERVICE LINE
y 1 EAR 00-Y -EVENT-INUNDATION EXTENTS-.��-•, N PROPOSED
PROPOSED TURNAROUND;_ - TRACK C _
ti•t_ _ AND ACCESS AREA
SURFACED WITH 6" THICK-M" R=675 50 1 lr PROPOSED TIERED
t STORMWATER POND< DC=8 2a 23"ifl� 3/ MINUS CRUSHED T
--• �Y/ BASE
COURSE GRAVEL = 4 L-2i0.8r PROPOSED ----
``� COMPACTED TO 959 '-�q � GRAVEL-ACCESS N�
MAXIMUM DRY DENSFY -_ ROAD PER 2/C5.1 m, TC�
\Loom c�
4675-
_ _
a
� r677
PON _ -- - - - - i
VEHICULAR TRACKING
D
- - _ - _ - - PATH FOR SU-40
7 i 4675-mac.- � � _- `�
4670
�Do\
PROPOSED 72' LONG,^138' PROPOSED �E
STORM POND 4
EXISTING MDEQ MONITOR_WELL (M-37)
DIAMETER-CMP O 0.27%
FOR BOZEMAN SOLVENT SITE. TRANSITION GRAVEL
���'• 6° 7 rn ACCESS ROAD AS NEEDED
NOT TOBE DISTURBED. +
LOT LINE
TRACT 2-B
O ` \
25' WIDE TRAIL EASEMENT
O a6, b66 ABANDONED ACROSS TRACT
Doc. #2831241
-'o- WETLAND EXTENTS FROM r
FUTURE TRACK B RAIL SPUR-ALIGNMENT 2023 WETLAND DELINEATION
--- - -- NOT THIS� PROJECT WATERCOURSE BY-WESTON SOLUTIONS ZONE 1 SETBACK �
AERIAL IMAGERY NOTE: ]PLAN VIEW e ACCESS ROAD
98.76
AERIAL IMAGERY IS FROM 04/30/2023 CITY OF BOZEMAN. HIGH PT STA: 5 HIGH PT STA: 1+91.23 HIGH PT ELEV: 4676.1676.19
468 HIGH PT ELEV: 4674.89 PVI STA:6+07.27 680
H GH PT STA: 0+76.8 PVI STA:1+8L23 PVI ELEV:4676.22
HIGH I ELEV: 3.54 LOW PT STA: 0+95.96 PVI ELEV:4674.85 PROPOSED TRACK C TOR K:4.63 00
PVI STA:0+73.97 LVG:205+
LOW PT ELEV: 4671.50 K:5.09
PVI ELEV:4671.97 PVI STA:0+98.55 LVC:20.00 BVCS: 4676.1 7
K:2.0. PVI ELEV:4671.34 BVCS: 1+71.23 BVCE: 4676.19
LVC:20.00 K:296 BVCE: 4674.43 PROPOSED FINISHED GRADE PROFILE 2.35' EVCS: 6+17.27
N N LLVC:20.00 EVCS: 1+91.23 AT CL OF ACCESS ROAD EVCE: 4675.82
BVCS: 0+88.55 EVCE 4674.89 0.32% �40
+1O +IO BVCE: 4671.59 ^ Oy Z 00/--
467 EVCS: 1+08.55 2.3' COVER ro 675
EVCE: 4671.77 of
cii `ii v n AT CL OF o LOW PT STA: 6+44.57
m w 0� ACCESS ROAD + LOW PT ELEV: 4675.00
m w A2 + r PVI STA:6+41.25
-2 509 _ + N a PVI ELEV:4674.87
EXISTING GROUND PROFILE FROM FIELD K:3.33
q \ a LVC:20.00
500 - a I SURVEY AT OF ACCESS ROAD / BVCS: 6+31.25
BVCE: 4675.27
467 I _EVCS: 6+51.25
o+ PROVIDE SAG CURVE TO ENSURE ` / EVCE: 4675.07
STORMWATER RUNOFF IS DIRECTED
Ci TO RETENTION POND \ /
466 665 =
IJ _
PROPOSED 138" DIAMETER CMP
466 660
Ol M M N w Q O 0 N O w 'tUl O 't
of of � O N of M C O r Oo N
�i I6 N O O
00 r 17r Q� ln� U)�O I(I� I(I. I()o, Ind t6^ Ip� N^ U)
0 o O o O o O o O o 0 0 0 0
+ �+ + u� o �n + �n o �n o m�n - �n
O O 1� M }a
PROFILE VIDE -ACCESS ROAD
NO. REVISIONS DRAWN BY DATE OHORIZONTA 30SCALE FEET GO 0 VERTICAL SCALE FEET 6 �O NTq Nq PROJECT #: 14-167 SHEET`
BOZEMANJCRAX - TRACK C RAIL ]Ced�JC]CNSIOI�1 32DISCOVERYDRIVE � DATE: 07/07/2025 ��o�
Eaic�nraes BOZEMAN,MT 59718 Civil Engineering
oss ACCESS ROAD - PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering
a s as PE FAX(406)582-5770 ALLIED
PROJECT ENGINEER: RSR DRAWN BY: EJF = w .alliedengineedngmc Land Surveying Enc�N�ana
�Ss`r'`E ]ECZ EMIANI MIONTANA u+� BOZEMAN TRAX
DESIGNED BY: RSR, EJF REVIEWED BY: RSR q'VA ➢ ACCESS RID-PLAN&PROF,