HomeMy WebLinkAbout013_WR_MRLCulvert_C2.1_ProposedCond EXISTING 36"
APPROX. LOCATION OF \� \
\ \ \ a \ \ EXISTING STREAM CHANNEL
200' \\\� APPROX. ROAD EASEMENT CL \
\ \ \ \
\ \ \ INV. OUT = 4659.84AA
4664 � / EXISTING 68' DIA.
� ay / CAST IRON CULVERT
T 01.887.
4
30.0'
IMPACTED WETLAND AREA (2,957 SO FT) PeOF \ \
\ FILL VOLUME = 1,292 CUBIC YARDS Q
\ RED WING DRIVE' CONNECT TO EXISTING CAST IRON-CULVERT, ��'0` �� 30.3,
EXISTING EDGE OF GRAVEL MAINTAIN EXISTING GRADE AND ALIGNMENTlb N
V PROPOSED 34' of 48' DIA.
V CMP EXTENSION @ 1.88% Lol
\ \� (LENGTH OF FETS NOT INCLUDED) J \ � �� \�
� INV. IN = 4661.37 PROPOSED 6' of 60" DIA
CMP 1.88%
APPROX. LOCATION OF EXISTING
2" WATER SERVICE LINEco,\ 19' CE TO
O 19' CL TO CL �
EXISTING BARB WIRE FENCE
TO BE REMOVED �V BEGIN WITH 48"
TRACT I-B v DIA. RCP FETS \
PROPOSED STREAM GRADING A e O�
FROM CMP CULVERT REMOVAL. EXISTING 44' LONG CL OF 400' WIDE MONTANA RAIL LINK RIGHT—OF—WAY \
SEE DETAIL 1/C4.1 A\ TO DIA. CMP CULVERTS
� TO BE REMOVED r
\ pqe AS>
MATCH EXISTING CHANNEL
O WETLAND EXTENTS FROM 2021 WETLAND \\\00', \ \ \ CL OF PROPOSED RUNAROUND TRACK \\
DELINEATION BY WESTON SOLUTIONS \ \ �0^ �\ \ OF PROPOSED SIDING TRACK �� v
\ V a' EXISTING MAIN LINE RAILS o
EXTENTS OF PROPOSED\ l FUTURE SIGNAL LOCATION PER MRL
2:1 FILL SLOPE GRADING \ q.66
APPROXIMATE MAIN RAIL s
v \ 8 \ f LINE STATIONING (TYP.)
LEGEND
* � �v s
i R`O^ ls'dA � \ �� \ \ 60' WIDE �p
WETLAND IMPACTS (FILL) �'
/ TOTAL = 2,957 SO FT (0.067 ACRES) PROPERTY LINE cp1 pp..qq�� ROAD EASEMENT \
FILL VOLUME = 1,292 CUBIC YARDS / 1%1:,_s \ *s (RED WING DRIVE) \ 46j6
TEMPORARY WETILAND IMPACTS (CUT) TO BE AB I ANDO
TOTAL = 48 SO FT (0.001 ACRES)
50 WIDE WATER I/ A
CUT VOLUME = 2.6 CUBIC YARDS COURSE SETBACK EXISTING UNDERGROUND\
FIBER OPTIC CABLE (SPRINT) \ y
WETLAND EXTENTS FROM 2021 WETLAND i o`P I TO REMAIN IN PLACE
"
DELINEATION BY WESTON SOLUTIONS / TRACT wB
/J ►�\ y \
i
NO. REVISIONS DRAWN BY DATE 0 20 40 60 PROJECT #: 14-167 SHEET
B ZE ' X CULVERT
EXTENSION 32 DISCOVERY DRIVE Civil Engineering ineering DATE: 02/11/2022 ��o
BOZEMAN,MT 59718
SCALE (FEET) PROPOSED CONDITIONS PHONE(406)582-0221 Geotechnical Engineering
�
FAX(406)582-5770 ALLIED
PROJECT ENGINEER: RSR DRAWN BY: EJF \ www.alliedengineering.com Land Surveying ENGINEERING
y BOZEMAN,1�IONTANA 5 �ozE r Tex c��vER EXT.
DESIGNED BY: RSR, EJF REVIEWED BY: RSR „eP,oi=``5 PROPOSED CONDITIONS