HomeMy WebLinkAbout007 - C1.5 - Proposed Conditions Expanded \
EXISTING 68' of 36 DIA. \
\ EXISTING 42' OVERALL
LENGTH CULVERT EXTENSION h �p
WITH FISH RESTING STRUCTURE ^ Rs\ \ \ 'W� \\ )'
\<�
\ R.=675.50' \ \\ \\� CA
w o o DC=8*204
9'23'
V 19' � TO �
A6.
PROPOSED TURNAROUND\
AND ACCESS AREA
-- SURFACED WITH 3/4
T' MINUS CRUSHED BASE
COURSE GRAVEL i.
PROPOSED TRACK C \ RUNAROUND TRACK
ALIGNMENT RECENTLY COMPLETED RAILROAD
L� EMBANKMENT GRADING \ SIDING \\
4672 L " I \ EXISTING MAIN LINE RAILS \,
FUTURE SIGNAL LOCATION PER MRL
APPROXIMATE MAIN RAIL
LINE STATIONING (TYP.)
OF 400'\
WIDE
RAILROAD
\ V D \WIDE RIGHT-OF-WAY
\ �
Mb, ROAD EASEMENT
A V A A(RED WING DRIVE)
RA A
V ABANDONED WITHIN
PROPOSED ILROAD ROW STORM POND, I C � � \ ��0 \
SEE SHEET cz �o A A f \
EXISTING UNDERGROUND \
FIBER OPTIC CABLE (SPRINT)
PROPOSED 13' WIDE _ O 4 �50 4666 �� �q1 TO REMAIN IN PLACE
GRAVEL ACCESS ROAD
PER DETAIL 2/C5.1
11 5' STEP BEVEL
\ V
WATERCOURSE
ZONE 1 SETBACK
11.5' STEP BEVEL "1'STA: 8+60.09, OFF: 25.59L A \
\� ALIGNMENT: TRACK C \
RIPRAP APRON, SEE NOTES ,��; -X _ V \
INV. OUT = 4661.41
ON SHEET C2.3 (TYP.)
.� IMPACTED WETLAND AREA (2,315 SO FT)
PROPOSED 72' LONG, 138" FILL VOLUME — 575 CUBIC YARDS
DIAMETER CMP O 0.27%
THIS FILL VOLUME ASSUMES NO VOID SPACE FOR
x Aq° Oo O CULVERT OPENING. THE 72' LONG CULVERT
BARREL WOULD CONTAIN APPROXIMATELY 223 CY
O \\\1\O O \ OF VOID SPACE AFTER EMBEDMENT MATERIAL.
� STA: 8+27.30, OFF: 38.37R O \
TRACT I_B ALIGNMENT: TRACK C �1�4o O � 61� v v� � v
INV. IN — 4661.60 \ \ S
WETLAND EXTENTS FROM 2023 WETLAND R=675.50' h6 *s '\
DC=8'29'23" O O PROPOSED TIERED
DELINEATION BY WESTON SOLUTIONS Qo o STORM POND,
L=240.84' SEE SHEET C2.8
4674 \ \
\ APPROX. LOCATION OF ABANDONED -
TRACT 2_B RAILROAD 2" WATER SERVICE LINE v v
o \ RIGHT—OF—WAY
(SOUTH BOUNDARY) \
PROPERTY LINE
WETLAND IMPACTS LEGEND \ / \ 0 00 30'^ \\\\ 100—YEAR EVENT INUNDATION EXTENTS \
WETLAND IMPACTS (FILL)
TOTAL = 2,315 SO FT (0.053 ACRES) PROPOSED STORM POND,
S
FILL VOLUME = 575 CUBIC YARDS \ \ SEE SHEET C2.7
WETLAND EXTENTS FROM 2023 WETLAND \ "
DELINEATION BY WESTON SOLUTIONS 1 s A669 EXISTING MDEO MONITOR WELL (M-37) FOR.
BOZEMAN SOLVENT SITE. NOT TO BE DISTURBED 3
N0. REVISIONS DRAWN BY DATE 0 20 40 60 �0NTgNq �//�? 7�}�Y j��P °¶� �p RAIL
EXTENSION
,�`�}�Y PROJECT #: 14-167 SHEET
B®/Ld�C'aML�l\l' TR1- X — TRACK C R1- IL �Led1TE V�SI�`1.�A\l' 32 DISCOVERY DRIVE � DATE: 07/07/2025 ��o�
ERIC JAMES BOZEMAN,MT 59718 Civil Engineering
SCALE (FEET) FOSS PRO POSED CONDITIONS EXPANDED PHONE(406)582-0221 Geotechnical Engineering
Na s as PE FAX(406)582-5770 ALLIED
PROJECT ENGINEER: RSR DRAWN BY: EJF = w .alliedengineedng.com Land Surveying EWINEERINR
�Ss`,'`E BOZEMANI MONTANA 5 BOZEMAN TRAX
DESIGNED BY: RSR, EJF REVIEWED BY: RSR qVA ' PROPOSED CONDITIONS