B08_Attachment_3_NERI227183A_RendTrail_Combined_Plan_Drawings.pdf
PDF 28 MB Posted
- Attached to
- NERI 227183 Rend Trail Project
- Solicitation number
- 140P2025R0089
About this file
This file contains detailed engineering and construction drawings for the Rend Trail Project at New River Gorge National Park. The comprehensive set of technical drawings covers multiple components including five existing bridges (Bridges 1-5), multiple timber retaining walls, a Big Rock Ramp, and two trailhead areas (Minden and Newlyn).
The project involves extensive trail rehabilitation, including replacing/repairing bridge decks, installing new railing systems, replacing timber walls, constructing a new ramp with specific pier and abutment details, and developing trailhead infrastructure. Key trailhead features include a single-user (with optional double-user) precast accessible restroom, parking areas with specific dimensioning, parking bumpers, signage, and site improvements like natural boulder placement and drainage considerations. The drawings provide precise engineering specifications for each component, including material types, dimensions, construction methods, and installation requirements, with a focus on preserving the historical and natural characteristics of the New River Gorge National Park site.
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SHEET INDEX
SHEET INDEX
SHEET
SUB
SHEET TITLE OF SHEET
2DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0G
2_
SH
TI
N D
X.
dw g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00G
5 00X101 EXISTING CONDITIONS (1 OF 16)
6 00X102 EXISTING CONDITIONS (2 OF 16)
7 00X103 EXISTING CONDITIONS (3 OF 16)
8 00X104 EXISTING CONDITIONS (4 OF 16)
9 00X105 EXISTING CONDITIONS (5 OF 16)
10 00X106 EXISTING CONDITIONS (6 OF 16)
11 00X107 EXISTING CONDITIONS (7 OF 16)
12 00X108 EXISTING CONDITIONS (8 OF 16)
13 00X109 EXISTING CONDITIONS (9 OF 16)
14 00X110 EXISTING CONDITIONS (10 OF 16)
15 00X111 EXISTING CONDITIONS (11 OF 16)
16 00X112 EXISTING CONDITIONS (12 OF 16)
17 00X113 EXISTING CONDITIONS (13 OF 16)
18 00X114 EXISTING CONDITIONS (14 OF 16)
19 00X115 EXISTING CONDITIONS (15 OF 16)
20 00X116 EXISTING CONDITIONS (16 OF 16)
21 00C101 PLAN SHEET (1 OF 16)
22 00C102 PLAN SHEET (2 OF 16)
23 00C103 PLAN SHEET (3 OF 16)
24 00C104 PLAN SHEET (4 OF 16)
25 00C105 PLAN SHEET (5 OF 16)
26 00C106 PLAN SHEET (6 OF 16)
27 00C107 PLAN SHEET (7 OF 16)
28 00C108 PLAN SHEET (8 OF 16)
29 00C109 PLAN SHEET (9 OF 16)
30 00C110 PLAN SHEET (10 OF 16)
31 00C111 PLAN SHEET (11 OF 16)
32 00C112 PLAN SHEET (12 OF 16)
33 00C113 PLAN SHEET (13 OF 16)
34 00C114 PLAN SHEET (14 OF 16)
35 00C115 PLAN SHEET (15 OF 16)
36 00C116 PLAN SHEET (16 OF 16)
37 00C301 TYPICAL SECTIONS
38 00C401 CULVERT DETAILS
39 00E101 CONCEPTUAL SEDIMENT CONTROL (1 OF 16)
40 00E102 CONCEPTUAL SEDIMENT CONTROL (2 OF 16)
41 00E103 CONCEPTUAL SEDIMENT CONTROL (3 OF 16)
42 00E104 CONCEPTUAL SEDIMENT CONTROL (4 OF 16)
43 00E105 CONCEPTUAL SEDIMENT CONTROL (5 OF 16)
44 00E106 CONCEPTUAL SEDIMENT CONTROL (6 OF 16)
45 00E107 CONCEPTUAL SEDIMENT CONTROL (7 OF 16)
46 00E108 CONCEPTUAL SEDIMENT CONTROL (8 OF 16)
47 00E109 CONCEPTUAL SEDIMENT CONTROL (9 OF 16)
48 00E110 CONCEPTUAL SEDIMENT CONTROL (10 OF 16)
49 00E111 CONCEPTUAL SEDIMENT CONTROL (11 OF 16)
50 00E112 CONCEPTUAL SEDIMENT CONTROL (12 OF 16)
51 00E113 CONCEPTUAL SEDIMENT CONTROL (13 OF 16)
52 00E114 CONCEPTUAL SEDIMENT CONTROL (14 OF 16)
53 00E115 CONCEPTUAL SEDIMENT CONTROL (15 OF 16)
54 00E116 CONCEPTUAL SEDIMENT CONTROL (16 OF 16)
55 00E401 CONCEPTUAL SEDIMENT CONTROL DETAILS AND NOTES
56 01C101 BRIDGE 1 GENERAL PLAN AND ELEVATION
57 01C201 BRIDGE 1 BENT 3
58 01C202 BRIDGE 1 FRAMING PLAN
59 01C301 BRIDGE 1 TYPICAL SECTION
60 01C401 BRIDGE 1 DECK SUBSYSTEM BEAM LAYOUT
61 02C101 BRIDGE 2 GENERAL PLAN AND ELEVATION
62 02C201 BRIDGE 2 PIER 1
63 02C202 BRIDGE 2 PIER 2 (SHEET 1 OF 2)
64 02C203 BRIDGE 2 PIER 2 (SHEET 2 OF 2)
65 02C204 BRIDGE 2 PIER 4
66 02C205 BRIDGE 2 PIER 4 CAP REPAIR
67 02C206 BRIDGE 2 ABUTMENT 2
68 02C207 BRIDGE 2 FRAMING PLAN
69 02C301 BRIDGE 2 TYPICAL SECTION
70 02C401 BRIDGE 2 DECK SUBSYSTEM BEAM LAYOUT
71 03C101 BRIDGE 3 GENERAL PLAN AND ELEVATION
72 03C201 BRIDGE 3 ABUTMENT 1
73 03C202 BRIDGE 3 PIER 1
74 03C203 BRIDGE 3 PIER 2
75 03C204 BRIDGE 3 ABUTMENT 2
76 03C205 BRIDGE 3 FRAMING PLAN
77 03C301 BRIDGE 3 TYPICAL SECTION
78 03C401 BRIDGE 3 DECK SUBSYSTEM BEAM LAYOUT
79 04C101 BRIDGE 4 GENERAL PLAN AND ELEVATION
80 04C201 BRIDGE 4 ABUTMENT 1
81 04C202 BRIDGE 4 PIER 1
82 04C203 BRIDGE 4 ABUTMENT 2
83 04C204 BRIDGE 4 FRAMING PLAN
84 04C301 BRIDGE 4 TYPICAL SECTION
85 04C401 BRIDGE 4 DECK SUBSYSTEM BEAM LAYOUT
86 05C101 BRIDGE 5 GENERAL PLAN AND ELEVATION
87 05C201 BRIDGE 5 ABUTMENT 1
88 05C202 BRIDGE 5 PIER 1
89 05C203 BRIDGE 5 PIER 2
90 05C204 BRIDGE 5 PIER 3
91 05C205 BRIDGE 5 PIER 4
92 05C206 BRIDGE 5 PIER 5
93 05C207 BRIDGE 5 PIER 6
94 05C208 BRIDGE 5 PIER 7
95 05C209 BRIDGE 5 PIER 8
96 05C210 BRIDGE 5 ABUTMENT 2
97 05C211 BRIDGE 5 FRAMING PLAN
98 05C301 BRIDGE 5 TYPICAL SECTION
99 05C401 BRIDGE 5 DECK SUBSYSTEM BEAM LAYOUT 1 OF 2
100 05C402 BRIDGE 5 DECK SUBSYSTEM BEAM LAYOUT 2 OF 2
101 06C001 GENERAL NOTES BRIDGE REPAIRS
102 06C402 REPAIR C1A DEPTH ≤ 3/4"
103 06C403 REPAIR C1B 3/4" < DEPTH ≤ 2"
104 06C404 REPAIR C1C DEPTH > 2"
105 06C405 REPAIR C2 AND REPOINTING DETAIL
106 06C406 DECK AND RAILING DETAILS - RAIL HANGER BRACKETS
107 06C407 APPROACH RAILING AND RAILING DETAILS
108 06C408 BRIDGE DECK LAYOUT
109 06C409 MISC STEEL DETAILS BEAM CLAMP PLATES
110 06C410 MISC STEEL DETAILS BEAM SHIM PLATES AND BEARING PAD
111 07C001 GENERAL NOTES WIRE WALLS, RAMPS AND EXISTING WALL INVENTORY
112 07C002 WALL DESIGN PARAMETERS
113 07C101 WALL T16 GENERAL PLAN AND ELEVATION
114 07C102 WALL T17 GENERAL PLAN AND ELEVATION
115 07C103 WALL T18 GENERAL PLAN AND ELEVATION
116 07C104 WALL T20 GENERAL PLAN AND ELEVATION
117 07C105 WALL T22 GENERAL PLAN AND ELEVATION
118 07C106 WALL T23 GENERAL PLAN AND ELEVATION
119 07C107 WALL T27 GENERAL PLAN AND ELEVATION
120 07C108 WALL T29 GENERAL PLAN AND ELEVATION
121 07C109 WALL T30 GENERAL PLAN AND ELEVATION
123 08C001 BIG ROCK RAMP WALL DESIGN PARAMETERS
124 08C101 BIG ROCK RAMP GENERAL PLAN AND ELEVATION
125 08C102 BIG ROCK RAMP WALL R1 GENERAL PLAN AND ELEVATION
126 08C103 BIG ROCK RAMP WALL R2 GENERAL PLAN AND ELEVATION
127 08C301 BIG ROCK RAMP TYPICAL SECTION
128 08C401 BIG ROCK RAMP ABUTMENT DETAILS
129 08C402 BIG ROCK RAMP BEAM CLAMP DETAILS ABUTMENTS
130 08C403 BIG ROCK RAMP PIER FOUNDATION DETAILS
131 08C404 BIG ROCK RAMP PIER DETAILS
132 08C405 BIG ROCK RAMP PIER CAP DETAILS
133 08C406 BIG ROCK RAMP FRAMING PLAN
134 08C407 BIG ROCK RAMP DECK AND RAILING DETAILS
135 08C408 BIG ROCK RAMP RAILING DETAILS
136 08C409 BIG ROCK RAMP MISC DETAILS
137 08C410 BIG ROCK RAMP BEAM CLAMP DETAILS PIERS
138 09C101 MINDEN TRAILHEAD PLAN SHEET
139 09C101 NEWLYN TRAILHEAD PLAN SHEET
140 09C401 TRAILHEAD DETAILS
SHEET
SUB
SHEET TITLE OF SHEET SHEET
SUB
SHEET TITLE OF SHEET
AREA DESIGNATION
00 GENERAL
01 BRIDGE 1
02 BRIDGE 2
03 BRIDGE 3
04 BRIDGE 4
05 BRIDGE 5
06 BRIDGE REHABILITATION & REPAIR
07 WALL REPLACEMENTS
08 BIG ROCK RAMP
09 TRAILHEADS
DISCIPLINE DESIGNATOR
G GENERAL
X EXISTING DRAWINGS
C CIVIL
E CONCEPTUAL EROSION AND
SEDIMENT CONTROL
SHEET TYPE DESIGNATOR
GENERAL
(SYMBOLS, LEGENDS, TABLES)
1 PLAN AND ELEVATION
2 REPAIR LOCATIONS
3 TYPICAL SECTIONS
4 DETAILS
SHEET NAMING CONVENTION
EXAMPLE - (BIG ROCK RAMP TYPICAL SECTION)
0 8 BIG ROCK RAMP
AREA DESIGNATION
C CIVIL
DISCIPLINE DESIGNATION
3 TYPICAL SECTIONS
SHEET TYPE DESIGNATION
0 1 SHEET NUMBER
SHEET NUMBER
0 8 C 3 0 1 EXAMPLE
00G001 00G002 00G003 00G004
COVER
SHEET INDEX
GENERAL NOTES
SUMMARY OF QUANTITIES
122 07C110 BRIDGE 2 OVERLOOK
141 09C402 TRAILHEAD DETAILS
142 09C403 TRAILHEAD DETAILS
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
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EN
N O
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6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00G
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE
CONTRACTING OFFICER.
2. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE CONSTRUCTION DOCUMENTS SHALL BE
IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER. ALL OTHER REGULATORY
AUTHORIZATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. COPIES OF ANY SPECIAL PERMITS THAT ARE OBTAINED BY THE CONTRACTOR MUST BE SUBMITTED TO THE CONTRACTING OFFICER.
3. ALL SIGNS ARE TO BE PROTECTED AND/OR RESTORED BY THE CONTRACTOR TO THEIR
ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE NOTED.
4. BEFORE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, ESTABLISH BASELINES AND/OR
WORK POINTS FOR USE DURING CONSTRUCTION AND MAINTAIN THROUGHOUT
CONSTRUCTION.
5. EXERCISE ALL NECESSARY CARE AND PRECAUTIONS TO PREVENT ANY DAMAGE TO
EXISTING BRIDGES AND TRAIL ELEMENTS TO REMAIN IN PLACE FOR THE FINAL PROJECT
CONDITION.
6. GEOTECHNICAL INFORMATION WAS ACQUIRED BY STANTEC AND PRESENTED IN A
GEOTECHNICAL DATA REPORT DATED JANUARY 1, 2022 WITH 3 ADDENDUMS DATED
NOVEMBER 4, 2022 NOVEMBER 4, 2022 AND JANUARY 25, 2023. THE REPORT AND
ADDENDUMS SHALL BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL TAKE PRECAUTIONS, SECURE EQUIPMENT, AND PROTECT THE WORK
AGAINST ADVERSE WEATHER.
8. CONTRACTOR MAY UTILIZE NPS ACCESS ROAD AT MINDEN PARKING LOT AND BOTH NPS
PROPERTY PARKING AREAS AT EITHER END OF THE TRAIL FOR STAGING. CONTRACTOR
SHALL FENCE IN ANY AREA USED. THERE ARE NO ADDITIONAL STAGING AREAS AVAILABLE
ON NPS PROPERTY. CONTRACTOR SHALL MAKE THEIR OWN ARRANGEMENTS, OBTAIN
PERMISSION FROM APPLICABLE PROPERTY OWNERS, AND PAY ALL ASSOCIATED FEES FOR
STAGING AND FABRICATION.
9. CONTRACTOR SHALL ENSURE ACCESS TO OLD MINDEN STORE ROAD REMAINS OPEN DURING
ALL CONSTRUCTION.
10. CONTRACTOR SHALL AVOID CONSTRUCTION ACTIVITIES WITHIN THE DESIGNATED DO NOT
DISTURB AREAS.
11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES PERMIT FROM THE WVDEP.
CONTRACTOR SHALL INSTALL, MAINTAIN AND REMOVE ALL EROSION AND SEDIMENT
CONTROL FEATURES IN CONFORMANCE TO THIS PERMIT. A COPY OF THE PERMIT SHALL BE
PROVIDED TO THE CONTRACTING OFFICER FOR REFERENCE.
12. ALL BRIDGE REPAIRS TO CROSSINGS 1, 2, 3, 4, AND 5 MUST BE COMPLETED BEFORE ANY
EQUIPMENT CAN CROSS.
EXISTING CONDITIONS NOTES:
1. EXISTING CONDITIONS ARE PROVIDED FOR INFORMATION ONLY AND SHALL BE FIELD
VERIFIED BY THE CONTRACTOR.
2. EXISTING ELEVATION INFORMATION IS BASED ON TOPOGRAPHIC SURVEY COMPLETED BY
SMITH LAND SURVEYING ON DECEMBER 2021. THE CONTRACTOR IS RESPONSIBLE FOR
RE-ESTABLISHMENT OF SURVEY CONTROLS FOR THE PROJECT. ALL UNIT ARE IN US SURVEY FEET.
HORIZONTAL DATUM: NAD83 (2011)
VERTICAL DATUM: NAVD88
3. MONUMENTS USED FOR SURVEY CONTROL:
4. SURVEY CONTROL EMPLOYED DURING CONSTRUCTION SHALL MATCH CONTROL PUBLISHED IN
THESE CONTRACT DOCUMENTS. NO OTHER SURVEY CONTROL SHALL BE CONSIDERED. TO MAINTAIN
CONSISTENCY BETWEEN PROJECT DESIGN AND CONSTRUCTED WORK, UPDATES, CORRECTIONS OR
OTHER CHANGES PUBLISHED BY NGS AND/OR OTHER ENTITIES FOR THESE CONTROL MONUMENTS
SHALL NOT BE APPLIED.
PRIMARY GPS CONTROL COORDINATE LISTING
POINT NORTHING EASTING ELEVATION
ABBREVIATIONS
ABBREVIATION
NHP
PMIS
NAVD
NAD83
NGS
NTS
NPS
TBD
USPP
MLW
MWL
MHW
GRR
MIN
MAX
TYP
PROP
EXIST
DIA
LF
SY
DEFINITION
NATIONAL HISTORICAL PARK
PROJECT MANAGEMENT INFORMATION SYSTEM
NORTH AMERICAN VERTICAL DATUM
NORTH AMERICAN DATUM OF 1983
NATIONAL GEODETIC SURVEY
NOT TO SCALE
NATIONAL PARK SERVICE
TO BE DETERMINED
UNITED STATES PARK POLICE
MEAN LOW WATER
MEAN WATER LEVEL
MEAN HIGH WATER
GRADED RIPRAP
MINIMUM
MAXIMUM
TYPICAL
PROPOSED
EXISTING
DIAMETER
LINEAR FEET
SQUARE YARDS
GENERAL NOTES
POINT NO. 1 355454.6370 1937091.3960 1556.91
POINT NO. 2 355415.8840 1936922.0590 1558.53
POINT NO. 3 343590.4160 1943167.1360 1162.97
POINT NO. 4 343528.7280 1942977.9600 1162.93
POPLAR TREE
MAPLE TREE
HICKORY TREE
OAK TREE
BOXELDER TREE
BIRCH TREE
WALNUT TREE
SYCAMORE TREE
ELM TREE
X X X X
1490 MAJOR (5') CONTOUR LINE
WITH ELEVATION
MINOR (1') CONTOUR LINE
CHAIN LINK FENCE
SIGN
ROCK SLIDE
LOCATION
SYMBOLS
LS
SF
CPP
APPROX
SHLD
SPA
TF
PL
BF
EA
CMP
FT
ELEV
EFFLO
DELAM
HL
MC
LB
LUMP SUM
SQUARE FEET
CORRUGATED PLASTIC PIPE
APPROXIMATE
SHOULDER
SPACES
TOP FLANGE
PLATE
BOTTOM FLANGE
EACH
CORRUGATED METAL PIPE
FEET
ELEVATION
EFFLORESCENCE
DELAMINATION
HAIRLINE
MAP CRACKING
POUNDS
EF
GL
STA
B-H
EACH FACE
GROUNDLINE
STATION
BORE HOLE
CENTERLINE
CLR CLEAR
S SEWER LINE
T&E T&E TELEPHONE AND ELECTRIC LINES
PL PL PROPERTY LINE
S(FM) S(FM) SEWER FORCE MAIN
UTILITY POLE
DESIGN CODE AND STANDARDS
DESIGN AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE
LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS, UNLESS OTHERWISE NOTED.
ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)
SIGNAGE AND SITE FURNISHINGS:
1. CONTRACTOR TO PROVIDE AND INSTALL INTERPRETIVE SIGNAGE STRUCTURES ACCORDING
TO SPECIFICATIONS. FINAL LOCATION PLACEMENT OF SIGNAGE STRUCTURE TO BE
APPROVED BY CONTRACTING OFFICER PRIOR TO INSTALLATION.
2. LOCATIONS OF ALL SITE FURNISHINGS SHOWN ON PLANS ARE APPROXIMATE. FINAL
LOCATION PLACEMENT TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO
INSTALLATION.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0G
4_
SO
Q
.d w g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00G
SUMMARY OF QUANTITIES
QUANTITY NOTES:
1. THE QUANTITIES BELOW ARE PROVIDED FOR INFORMATION AND CONVENIENCE ONLY AND
SHOULD NOT BE CONSIDERED FINAL OR ALL INCLUSIVE. ALL QUANTITIES SHALL BE FIELD
VERIFIED BY THE CONTRACTOR. OPTIONS HAVE BEEN PROVIDED IN THE CONTRACT PRICE
SCHEDULE TO ESTABLISH A UNIT PRICE FOR CERTAIN REPAIRS. THESE OPTIONS ARE ONLY TO
BE QUANTIFIED BEYOND THOSE QUANTITIES SHOWN IN THE TABLES BELOW AND AS DIRECTED
BY THE CONTRACTING OFFICER.
2. MOBILIZATION AND DEMOBILIZATION SHALL INCLUDE ALL APPROPRIATE COSTS ASSOCIATED
WITH CONSTRUCTING ALL FEATURES LISTED IN THE SPECIFICATIONS AND/OR SHOWN IN THE
PLANS.
ATTIC STOCK
DESCRIPTION UNITS QUANTITY
STRAIGHT BRIDGE DECK PANELS EA 10
BRIDGE 2 CURVED DECK PANELS 4
BRIDGE 4 CURVED DECK PANELS 4
BIG ROCK RAMP DECK PANELS 4
EA
EA
EA
SIGNAGE
55 1555
" C
.M .P
OUTLET
1546.87
INLET
1548.55
GATE
POST
GATE
POST15" C.M.P.
OUTLET
1553.00
INLET
1553.63
CO
NC
RE
TE
BO
X
CU
LV
ER
T
GRAVEL
LOT
G
RA
VE
L
LO
T
W
ES
T
VI
R G
IN
IA
C O
U N
TY
R
O U
TE
7/
G
AT
E
15" POPLAR
12" POPLAR
10" POPLAR
11" POPLARPOINT 63
1556.86
1551.101552.711556.01
1556.70
1557.64
1557.38
1555.93
1556.81 1558.02
1558.11
1557.42
1556.17 1555.46
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
MINDEN
PARKING LOT
(GRAVEL)
T& E
T& E
T& E
T& E
T& E
T& E
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(FM)
S(FM)
S(FM)
S(FM)
S(FM)
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S
ACCESS TO OLD MINDEN
STORE ROAD MUST
REMAIN OPEN DURING
ALL CONSTRUCTION
NPS
ACCESS
ROAD OLD
MIN
DEN
STORE R
D
CONTRACTOR MAY
COORDINATE WITH
CONTRACTING OFFICER
TO UTILIZE NPS ACCESS
ROAD FOR STAGING AND
LAYDOWN. CONTRACTOR
SHALL FENCE IN ANY
AREA USED
CONTROL
POINT NO. 1
8"
22" 9" 10"
22"
9"
10"
20"
8"9"
9"
12" 15" 11"
8" 12"
10+00
11+00
12+00
13+00
14+00
CONCRETE WALL (CW1)
CONTROL
POINT NO. 2
o o o o o o o o o o o o o o o o o o o o o o o o o oo
1540 1540
1535 1535
15251525
" C
.M .P
. OUTLET
1533.19
INLET
1535.80
CONCRETE
WHISTLE
POST
10" POPLAR
10" POPLAR
6" MAPLE
1520.15
1532.90 1536.48
1537.29
1541.29
1542.56
1537.75
1538.36
14+00
15+00
16+00 17+00 18+00 19+00
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
1_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 101 5
0 20 40 Feet
EXISTING CONDITIONS
(1 OF 16)
M
ATC
H
LIN
E STATIO
N
14+00 M
ATC
H
LIN
E STATIO
N 19+50
M
AT
CH
LI
NE
S
TA
TI
O N
+0
PERMANENT SURVEY CONTROL - NO. 2
HORIZONTAL: NAD 83 WV SOUTH ZONE
VERTICAL: NAVD 88
NAME: POINT NO. 2
DESCRIPTION: 1/2" REBAR WITH YELLOW CAP
N. 355415.8840 E. 1936922.0590
ELEV. 1558.53'
PERMANENT SURVEY CONTROL - NO. 1
HORIZONTAL: NAD 83 WV SOUTH ZONE
VERTICAL: NAVD 88
NAME: POINT NO. 1
DESCRIPTION: 1/2" REBAR WITH YELLOW CAP
N. 355454.6370 E. 1937091.3960
ELEV. 1556.91'
WOODEN
BENCH
POINT # 2888
TOP OF EXPOSED
STONE
POINT # 2887
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONE
PROTUSION
POINT # 2935
TOP OF EXPOSED
STONE
POINT # 2936
ROCK FRACTURE
1527.81 1525.30
1521.39
1520.86
1514.15 1511.46
1512.15
1508.60
1507.87
1509.07
1514.21
1518.16 1520.27
1522.35 1522.52
20+00 21+00 22+00
23+00
24+00
25+00
GABION
BASKET
WALL (G2)
POTENTIAL TURNAROUND
LOCATION
EDGE STONE
PROTUSION
POINT # 2934
TOP OF EXPOSED
STONE
" C
.M .P
OUTLET
1504.39
INLET
1505.57
POINT # 3005
OVERHANG
POINT # 3011
TOP OF EXPOSED
STONE
POINT # 3012
TOP OF
EXPOSED
STONE
C .P
.P
OUTLET
18" C.P.P.
1498.32
ST
EE
L
INLET
15" STEEL
1500.27
POINT # 3094
TOP OF EXPOSED
STONE POINT # 3093
TOP OF EXPOSED
STONE
POINT # 3092
TOP OF EXPOSED
STONE
POINT # 3087
EDGE STONE
PROTUSION
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
9" POPLAR
6" MAPLE
1520.86 1508.60
1508.07
1507.87
1507.63
1504.59 1504.29
1503.76 1503.42
1503.061507.52 1517.42
1516.10
1502.12 1498.28
1497.05
1494.73
1510.57
1507.27 1502.65 1497.78 1495.98
1497.13 1499.92
1500.71
1503.67
1505.96
1506.95
1509.07
25+00
26+00
27+00 28+00
29+00
GABION
BASKET
WALL (G3)
GABION
BASKET
WALL (G4)
GABION
BASKET
WALL (G5)
STONE
WALL (S6)
GABION
BASKET
WALL (G7)
STONE
WALL (S8)
TIMBER
WALL (T9)
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
2_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 102 6
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(2 OF 16)
M
ATCHLINE STATIO
N 24+50
M
AT
C H
LI
N
E
ST
AT
IO
N
9+
M
ATC
H
LIN
E STATIO
N
29+50
MATCHLIN
E STATIO
N 24 +5
1490 1490
14901490
POINT # 3092
TOP OF EXPOSED
STONE
POINT # 3087
INLET
1487.19
OUTLET
UNKNOWNAZ 355°
36" C.M .P.
CONCRETE POST
OLD MILEAGE
MARKER
" C
.M .P
OUTLET
1486.33
INLET
1487.07
POINT # 3230
FAULT IN UPPER STONE
EDGE STONEPROTUSION
POINT # 3279
TOP OF EXPOSED
STONE
POINT # 3278
TOP OF EXPOSED
STONE
11" MAPLE
10" MAPLE 7" OAK
7" BIRCH
9" MAPLE
9" MAPLE1494.73
1502.65 1497.78
1489.21
1489.11
1489.02 1488.53
1488.52
1486.18
1488.86
1489.37
1490.75
1488.42
1489.57
1490.98 1491.91
1482.88
1479.60
1481.62
1482.68
1483.86
1484.63
1487.18 1488.55
1490.18
1490.81
1491.74
1493.75
1495.22
1488.57
1486.06
1484.48
1490.21
1490.59
1480.22
30+00
31+00
32+00 33+00
34+00
35+00
STONE
WALL (S10)
STONE
WALL (S11)
POTENTIAL TURNAROUND
LOCATION
1475 1470
1465 1465
POINT # 3277
OVERHANG
" C
.M .P
OUTLET
1469.21
INLET
1470.22
" C
.M .P
OUTLET
1462.03
INLET
1465.84POINT # 3547
9"
MAPLE
1490.75
.88
1468.57 1466.86
1471.22 1470.601471.441472.86
1473.75 1474.321475.291476.09
1477.90
.60
1474.711475.26
1475.101480.22 1472.29
35+00
36+00 37+00 38+00
39+00 40+00
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
3_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 103 7
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(3 OF 16)
M
ATCHLINE STATION 35+00
M
AT
C H
LI
N
E
ST
AT
IO
N
9+
M
ATC
H
LIN
E STATIO
N
40+50
M
AT
C H
LI
N
E
ST
AT
IO
N
5+
C O
N C
R
ET
E
OUTLET
1460.35
INLET
1461.11 18
" C .P
.P
OUTLET
1459.11
INLET
1459.91
" C
.M .P
OUTLET
1454.69
INLET
1456.07
POINT # 3608
POINT # 3676
ROCK FRACTURE
POINT # 3610
TOP OF EXPOSED
STONE
POINT # 3611
TOP OF EXPOSED
STONE POINT # 3278
TOP OF EXPOSED
STONE
POINT # 3609
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
POINT # 3679
TOP OF EXPOSED
STONE
6" MAPLE
1464.72 1456.17 1480.11
1470.12 1471.06
1466.93 1465.80
1457.88 1458.951460.42
1461.66 1461.23
1462.42
1463.08 1463.261463.61
1464.45
41+00
42+00 43+00
44+00 45+00
46+00
1440 1440
ST
EE
L
OUTLET
1436.45
INLET
1439.21
OUTLET
1432.79
INLET
UNKNOWN
AZ
POINT # 3810
UPPER LEVEL ROCK FORMATION
POINT # 3811
UPPER LEVEL ROCK
FORMATION
POINT # 3679
TOP OF EXPOSED
STONE
" C
.M .P
1447.65 1446.84
1456.17 1454.33
1465.80
1435.36
1437.01 1437.31
1438.101439.111439.891440.471440.741441.70 1443.01
1444.081445.54 46+00
47+00 48+00
49+00 50+00
51+00
TIMBER
WALL (T12)
STONE
WALL (S13)
WOODEN
BENCHES
POTENTIAL TURNAROUND
LOCATION
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
4_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X
0 20 40 Feet
CSH
LNR
JMB
EXISTING CONDITIONS
(4 OF 16)
M
ATC
H
LIN
E STATIO
N
46+00
M
AT
C H
LI
N
E
ST
AT
IO
N
0+
M
ATC
H
LIN
E STATIO
N
51+50 M
AT
C
H
LI
N E
ST
AT
IO
N
6+
STONE BRIDGE
ABUTMENTS
STONE BRIDGE
ABUTMENTS
STONE BRIDGE
ABUTMENTS
STONE BRIDGE
ABUTMENTS
WOODEN
CRIB CAPWOODEN
PIERS &
CRIB CAP
WOODEN
CRIB CAP
SI
G
N
AG
E BRIDGE
DECK
BRIDGE
DECK
BRIDGE
DECK
GRADE
GRADE
HAND RAIL
BRIDGE NO. 1
OUTLET
1432.79
INLETUNKNOWN
AZ
" C
.M .P
CONCRETE
HEADWALL
INVERT 42" C.M.P. EL. = 1408.01
ORIGIN OF PIPE UNKNOWN
POSSIBLE AIRSHAFT FOR MINE
PORTAL
12" POPLAR
14" POPLAR
8" MAPLE
11" POPLAR
7" MAPLE
1435.36
1432.61
1430.91
1429.76
1427.84
1425.62
1428.73
1426.78
1433.40
HAND RAIL
52+00
53+00
54+00
55+00 56+00
57+00
SI
G
N
AG
E
POINT # 4104
GEOLOGICAL STATION
POINT # 4135
EARTHEN SLIP
GEOLOGICAL STATION
AS PER H. MAAS / STANTEC
POINT # 4036
TOP OF EXPOSED
STONE
POINT # 4037
TOP OF EXPOSED
STONE
POINT # 4103
TOP OF EXPOSED
STONE
POINT # 4106
TOP OF EXPOSED
STONE
POINT # 4109
TOP OF EXPOSED
STONE
INVERT 42" C.M.P. EL. = 1408.01
ORIGIN OF PIPE UNKNOWN
POSSIBLE AIRSHAFT FOR MINE
" C
.M .P
OUTLET
1413.22
INLET
1415.30
POINT # 4038
TOP OF EXPOSED
STONE
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
1411.25
1404.23
1401.91
1401.69
1415.59
1406.92
1432.251430.70
1437.82
1426.29
1431.47
1419.09
1412.54
1414.22 1409.71
1406.72 1405.69
1410.77
57+00
58+00
59+00 60+00
61+00
62+00
63+00
STONE WALL (S14)
CONCRETE WALL (CW15)
TIMBER WALL
(T16)
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
5_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 105 9
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(5 OF 16)
M
ATC
H
LIN
E STATIO
N
57+00 M
AT
C
H
LI
N E
ST
AT
IO
N
1+
M
ATC
H
LIN
E STATIO
N
63+00M
AT
C H
LI
N
E
ST
AT
IO
N
7+
14051405
14001400
POINT # 4238
POINT # 4192
TOP OF EXPOSED
STONE
POINT # 4277
POINT # 4279
TOP OF EXPOSED
STONE
POINT # 4278
TOP OF EXPOSED
STONE
" C
.M .P
18" C.P.P.
OUTLET
1385.80
18" C.M.P.
INLET
1389.95
" C
.P .P
EDGE STONE
PROTUSION EDGE STONEPROTUSION
EDGE STONE
PROTUSION
7" MAPLE
15"
DOUBLE
MAPLE
9" POPLAR
1390.21
1386.01
1402.09
1414.47
1393.82 1395.61
1396.25
1395.20
1392.89 1392.71
1396.29
1393.73 1390.10
1397.20
1401.49 1397.38
63+00 64+00
65+00
66+00
67+00
68+00
69+00
TIMBER WALL
(T17)
POTENTIAL TURNAROUND
LOCATION
1385 1380
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION POINT # 4342
TOP OF EXPOSED
STONEPOINT # 4341
OVERHANG
POINT # 4346
TOP OF EXPOSED
STONE
POINT # 4435
TOP OF EXPOSED
STONE
POINT # 4434
POINT # 4439
TOP OF EXPOSED
STONE
TOP 18" COAL SEAM
POINT # 4442
TOP 18" COAL SEAM
POINT # 4441
TOP 18" COAL SEAM
POINT # 4440
TOP 18" COAL SEAM
EDGE STONE
PROTUSION EDGE STONEPROTUSION
9" POPLAR
8" MAPLE8" MAPLE
8" MAPLE
1402.45 1386.67
1397.38 1395.10
1385.63
1403.911380.30 1380.60 1381.89
1386.82
1387.94 1389.51
1389.69 1390.22 1387.04
1384.55 1377.47
1380.72
1380.45
1381.33 1382.20
1377.481377.95
1382.35 1383.96
1380.01 1378.30 1381.32
1381.5869+00
70+00 71+00
72+00 73+00
POTENTIAL TURNAROUND
LOCATION
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
6_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 106 10
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(6 OF 16)
M
ATC
H
LIN
E STATIO
N
69+00M
AT
C H
LI
N
E
ST
AT
IO
N
3+
M
AT
C H
LI
N
E
ST
AT
IO
N
3+
M
ATC
H
LIN
E STATIO
N
69+00
X
X X
X X
X
X
X X
X
X
CONCRETE
PIER
CONCRETE
BRIDGE
ABUTMENT
CONCRETE
PIER CAP
STEEL
I-BEAM PIER
(22")
STEEL
I-BEAM PIER
(22")
CONCRETE
PIER CAP
CONCRETE
BRIDGE
ABUTMENT
SI
G
N
AG
E
SI
G
N
AG
E
C H
AI
N
LI
N
K
FE
N C
E
C H
AI
N
L
IN
K
FE
N
C E
C O
N C
R
ET
E C
R
IB
C
AP
BRIDGE
DECK
BRIDGE
DECK
HAND RAIL
HAND RAIL
BRIDGE
DECK
HAND RAIL
HAND RAIL
HAND RAIL
HAND RAILGRADE
GRADE
ST
EE
L
PI
ER
C
AP
CONCRETE
PIER
BRIDGE NO. 2POINT # 4439
TOP OF EXPOSED
EDGE STONEPROTUSION
ED
G
E
ST
O N
E
PR
O
TU
SI
O N
EDGE STONEPROTUSION
POINT # 4471
TOP OF
EXPOSED
STONE
POINT # 4476
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
POINT # 4523
TOP OF EXPOSED
STONE
12" ELM TREE
9" MAPLE
14" ELM TREE
1407.53
1393.37
1367.83
1382.20 1381.90 1379.19
1376.31 1374.39
1359.02
1362.62 1362.85
1364.63
1365.76 1364.78 1362.87
74+00
75+00
76+00 77+00
78+00
79+00
ROCK
SLIDE
POTENTIAL TURNAROUND
LOCATION
1340 1340
1340 1340
EDGE STONE
PROTUSION
POINT # 4523
TOP OF EXPOSED
EDGE STONEPROTUSION POINT # 4585
EARTHEN SLIP
POINT # 4610
TOP OF EXPOSED
STONE
POINT # 4605
TOP OF EXPOSED
STONE
INLET
1344.21
OUTLET
1343.29
" C
.M .P
EDGE STONE
PROTUSION EDGE STONEPROTUSION
EDGE STONE
PROTUSION
POINT # 4627
TOP OF EXPOSED
STONE
POINT # 4630
TOP OF EXPOSED
STONE
POINT # 4636
TOP OF EXPOSED
STONE
POINT # 4635
TOP OF EXPOSED
STONE
CONCRETE POST
MILEAGE MARKER
POINT # 4704
TOP OF EXPOSED
STONE
POINT # 4707
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
7" MAPLE
1367.83
1357.43
1369.22
1358.20 1352.951358.63
1358.95
1371.00
1348.87
1351.18 1353.64
1365.76 1364.78 1362.87
1361.47 1360.76 1356.79
1353.78
1364.10
1369.16
1352.03 1348.67 1343.41
1339.93 1339.40 1338.7780+00
81+00
82+00
83+00
84+00
85+00
WOODEN
BENCH
POTENTIAL TURNAROUND
LOCATION
POTENTIAL TURNAROUND
LOCATION
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
7_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 107 11
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(7 OF 16)
M
ATC
H
LIN
E STATIO
N
79+50
M
AT
C H
LI
N
E
ST
AT
IO
N
3+
M
ATC
H
LIN
E STATIO
N
85+50
M
AT
C H
LI
N
E
ST
AT
IO
N
9+
STONE
BRIDGE
ABUTMENTS
STONE
PIER CAP
STONE
BRIDGE
ABUTMENTS
1335 1335
1330 1330
SI
G
N
AG
E
BRIDGE
DECK
HAND RAIL
HAND RAIL BRIDGE
DECK
HAND RAIL
HAND RAIL GRADE
GRADE
BRIDGE NO. 3
STONE PIER
STONE PIER
ST
ONE
P
IE
R
CA
PS
CONCRETE
PAD
CONCRETE POST
MILEAGE MARKER
EDGE STONE
PROTUSION
POINT # 4768
TOP OF EXPOSED
STONE
POINT # 4768
TOP OF EXPOSED
STONE
POINT # 4768
TOP OF EXPOSED
STONE POINT # 4803TOP OFEXPOSEDSTONE
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION EDGE STONEPROTUSION EDGE STONE
PROTUSION
7" MAPLE
9" MAPLE
16" POPLAR 15" POPLAR
7" MAPLE
7" POPLAR
16" POPLAR
1369.16
1361.97
1357.81
1333.60
1341.89
1339.93
1339.40
1338.77
1337.04
1337.41
1338.79
1342.98 1339.22
1337.94 1335.46
1326.06 1329.39
1328.00
1331.52
1336.87
1336.30
85+00
86+00
87+00
88+00 89+00
90+00
91+00
SIG
N
AG
E
13051305
10 13
1315 1315
10 13
POINT # 4803
TOP OF
EXPOSED
STONE
POINT # 4799
TOP OF EXPOSED
STONE
POINT # 4857
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
EDGE STONEPROTUSION
EDGE STONEPROTUSION
POINT # 4855
ROCK SLIDE
INLET
1314.76
OUTLET
1305.12
" C
.P .P
POINT # 4915
POINT # 4916
TOP OF EXPOSED
STONE
POINT # 4969
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION EDGE STONE
PROTUSION EDGE STONE
PROTUSION
POINT # 5035
TOP OF EXPOSED
STONE
POINT # 5034
ROCK FRACTURE
8" MAPLE 13" POPLAR
20 1311.44
1310.70
1341.89
1331.41 1327.18 1314.78
1328.00
1331.52 1332.00
1317.97 1309.24
1306.441307.771308.84
1309.60
1311.34
1310.49
1309.20 1309.32
1343.66 1310.59
1305.83
1319.97 1334.96
1340.96
1315.89
1314.54 1313.93
91+00
92+00
93+00
94+00 95+00
96+00 97+00
TIMBER WALL
(T18)
STONE
WALL (S19)
WOODEN
BENCH
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
8_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 108 12
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(8 OF 16)
M
AT
C H
LI
N
E
ST
AT
IO
N
1+
M
ATCHLINE STATIO
N 85+50
M
AT
C H
LI
N
E
ST
AT
IO
N
1+
M
ATC
H
LIN
E STATIO
97+00
STAIRCASE
STAIRCASE
LANDING
HANDRAIL 1305
12851280
POINT # 2401
ROCK FRACTURE
POINT # 2527
OVERHANG
POINT # 2202
TOP OF EXPOSED
STONE
POINT # 2232
TOP OF EXPOSED
STONE
POINT # 2315
TOP OF
BOULDER
CONCRETE
PAD
R .R
. T
IE
(T
YP
POINT # 2198
TOP OF
BOULDER
POINT # 2200
TOP OF
BOULDER
POINT # 2199
TOP OF
BOULDER
R.R. TRACK
(TYP.)
R .R
. T
IE
(T
YP
R .R
. T
IE
(T
YP
R.R. TRACK
(TYP.)
R .R
. T
IE
(T
YP
R .R
. T
IE
(T
YP
SIGNAGE
OUTLET
1268.55
8" S
TE
EL
PI
PE
AZ
EDGE OF GRADE / CLIFF
EDGE OF GRADE / CLIFF
BOULDER
9" MAPLE
14" POPLAR
7" MAPLE
17" POPLAR
21" POPLAR
18" DOUBLE
POPLAR
1295.39 1286.08
1264.20
1279.131279.17
1278.81
1278.87
1280.26
1279.21
1282.98
1280.68
1282.11
1277.99
1285.38 1325.28
1313.38
1293.22
1332.09
EDGE OF
LARGE STONE
1284.08
1285.51
INLET
UNKNOWN
103+00
104+00
105+00
500+00
501+00 502+00
503+00
TIMBER WALL
(T20)
STONE WALL
(S21)
105+60.83 = 500+00.00
N 349346.1138 E 1944021.5377
LAST POTENTIAL TURNAROUND
LOCATION DUE TO SPACE
RESTRICTIONS
CONCRETE
BRIDGE
ABUTMENT
CONCRETE
BRIDGE
ABUTMENT
CONCRETE
PIER CAP
SI
G
N
AG
E
WOODEN
BENCH
BRIDGE
DECK
BRIDGE
DECK
HAND RAIL
HAND RAIL
HAND RAIL
HAND RAIL
CONCRETE
PIER
GRADE
GRADE
BOLLARD
BRIDGE NO. 4
POINT # 2528
OVERHANG
R .R
. T
IE
(T
YP
RAIL ROAD TIE
STAIR TREADS
ARBUCKLETRAIL
SIGNAGE
POINT # 5133
ROCK SLIDE
POINT # 5134
ROCK FRACTURE
7" POPLAR
1307.211308.33
1302.47
1305.04
1297.76
1291.881292.25
1298.63 1298.13
EX. FLOW
PATH
EX. FLOW
PATH
EX. FLOW
PATH
FLOW PATH
DRY POOL
GRAVEL
1301.39
12451250125512601265
1293.56
1305.54 1306.19
97+00 98+00 99+00
100+00 101+00
102+00
103+00
WOODEN
BENCH
SI
G
N
AG
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
9_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 109 13
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(9 OF 16)
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
ST
AT
IO
N
7+
M
AT
C H
LI
N
E
ST
AT
IO
N
+5
M
ATC
H
LIN
E STATIO
103+00
12651260
60 1255
POINT # 2077
OVERHANG
POINT # 2143
TOP OF EXPOSED
STONE
POINT # 2134
FRACTURE
POINT # 2137
TOP OF EXPOSED
STONE EDGE OF GRADE / CLIFF
EDGE OF
GRADE / CLIFF
EDGE OF GRADE / CLIFF
EDGE OF GRADE / CLIFF
EDGE OF GRADE / CLIFF
POINT # 2201
TOP OF EXPOSED
STONE
POINT # 2202
TOP OF EXPOSED
R .R
. T
IE
(T
YP
EDGE OF GRADE / CLIFF
EDGE OF GRADE / CLIFF
EDGE OF GRADE / CLIFF
12" DOUBLE
POPLAR
9" MAPLE
13" POPLAR
7" MAPLE12" POPLAR12" POPLAR
18" POPLAR
18" POPLAR
12" POPLAR
1253.271254.771256.15
1258.76
1265.31
1263.19 1264.19
1265.08 1264.20
1256.38 1286.98
1287.87
1285.29
1282.11
110+00
111+00 112+00
113+00
114+00
115+00
504+00 504+17
TIMBER
WALL (T22)
TIMBER WALL
(T23)
STONE
WALL (S24)
TIMBER
WALL (T25)
LAST POTENTIAL TURNAROUND
LOCATION DUE TO SPACE
RESTRICTIONS
504+17.03 = 109+77.42 N 348987.5011 E 1944228.0234
12351240
1235 1235
POINT # 1943
OVERHANG
POINT # 1966
TOP OF EXPOSED
STONE
POINT # 1989
TOP OF EXPOSED
STONE
POINT # 1989
TOP OF EXPOSED
STONE
INLET
1247.53
OUTLET
1246.64
" C
.P .P
EDGE OF
GRADE / CLIFF
EDGE OF GRADE / CLIFF
EDGE OF GRADE / CLIFFEDGE OF GRADE / CLIFF
EDGE OF CLIFF
EDGE OF GRADE / CLIFF
EDGE OF
CLIFF
12" DOUBLE
MAPLE
12" POPLAR
12" POPLAR
10" MAPLE
8" MAPLE
16" POPLAR
8" MAPLE
15" POPLAR
13" POPLAR
16" POPLAR
14" HICKORY
12" POPLAR 8" BOXELDER
24" OAK
13" POPLAR
10" POPLAR
9" POPLAR
15" POPLAR
11" POPLAR
12" MAPLE
13" POPLAR
1237.171237.67 1237.791240.551240.36
1243.70 1243.03
1243.83
1250.46
1238.92 1279.71 1297.59
1290.59
115+00
116+00
117+00
118+00 119+00
STONE
WALL (S26) TIMBER WALL
(T27)
TIMBER WALL
(T29) TIMBER WALL
(T30)
TIMBER
WALL (T28)
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
0_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 110 14
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(10 OF 16)
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
ATC
H
LIN
E STATIO
N
119+50
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
ST
AT
IO
N
CONCRETE
PIER CAP CONCRETE
PIER CAP
CONCRETE
PIER CAP CONCRETE
PIER CAP
CONCRETE
BRIDGE
ABUTMENT
CONCRETE
BRIDGE
ABUTMENT
SI
G
N
AG
ECONCRETE
PIER
BRIDGE DECK BRIDGE DECKBRIDGE DECK
HAND RAIL
HAND RAIL
HAND RAIL
HAND RAIL
HAND RAIL
HAND RAIL
GRADEGRADE
BRIDGE NO. 5
CONCRETE
PAD
BLAST
SHELF
EDGE OF
GRADE / CLIFF
POINT # 1941
FAULT SEAM
CONCRETE
PAD
EDGE OF
GRADE / CLIFF
13" POPLAR
18" POPLAR
1243.56
120+00 121+00 122+00 123+00 124+00 125+00
SI
G
N
AG
E
CONCRETE
PIER
CONCRETE
PIER
CONCRETE
PIER
CONCRETE
PIER
CONCRETE
PIER
CONCRETE
PIER
1210 1210
SI
G
N
AG
E
GRADE
POINT # 1848
POINT # 1849
TOP OF EXPOSED
STONE
POINT # 1900
TOP OF EXPOSED
STONE
EDGE OF
GRADE / CLIFF
EDGE OF GRADE / CLIFF
EDGE OF
GRADE / CLIFF
EDGE OF
GRADE / CLIFF
1214.20
1281.74
1279.34
1218.18
1196.41
1197.19
1196.85
126+00
127+00
128+00
129+00 130+00
131+00
WOODEN
BENCH
POTENTIAL TURNAROUND
LOCATION
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
1_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 111 15
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(11 OF 16)
M
AT
C H
LI
N
E
ST
AT
IO
N
+5
M
AT
C H
LI
N
E
ST
AT
IO
N
+5
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
ATC
H
LIN
E STATIO
125+50
1205 1205
1200 1200 1200
1195 1195
1195 1195
1200 1200
SI
G N
AG
E
13" POPLAR
20" POPLAR
1196.141196.85 1197.67
C H
U R
C H
L O
O P
TR
AI
L
AP
PR
O
XI
M
AT
E
LO
C
AT
IO
N
131+00
132+00
133+00 134+00 135+00 136+00
137+00
POTENTIAL TURNAROUND
LOCATION
11901190 11901190
11901190
1185 1185 1185
SIGNAGE
SI
G
N
AG
E
CH
UR
CH
L
O O
P
TR
AI
L
POINT # 1626
TOP OF EXPOSED
STONE
POINT # 1625
TOP OF EXPOSED
STONE POINT # 1624
TOP OF EXPOSED
STONE
POINT # 1623
TOP OF EXPOSED
STONE
POINT # 1622
TOP OF EXPOSED
STONE
POINT # 1621
TOP OF EXPOSED
STONE
13" POPLAR
1200.771201.20
1203.121202.86
1200.99
EDGE STONE
PROTUSION
CONCRETE
POST
137+00
138+00
139+00
140+00 141+00
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
2_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 112 16
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(12 OF 16)
M
ATC
H
LIN
E STATIO
N
137+00
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
ST
AT
IO
N
+5
M
ATC
H
LIN
E STATIO
137+00
1185 1185 1185 1185
11801180
1170.971170.70
1177.11
1182.951183.51 1183.03
1176.68 1173.32
1181.08
1181.89
142+00
143+00
144+00 145+00
146+00 147+00
1170 1170
1165 1165
POINT # 1408
TOP OF EXPOSED
STONE POINT # 1409
TOP OF EXPOSED
STONE
POINT # 1410
TOP OF EXPOSED
STONE
EDGE STONEPROTUSION
16" DOUBLE
POPLAR
20" SYCAMORE
(LEANING)
10" POPLAR15" POPLAR
15" POPLAR
15" POPLAR 15" POPLAR
1168.24 1168.18
1168.44
1153.80
1161.69
1163.44
1161.16 1160.53
1161.62 1163.55
1153.56
147+00 148+00
149+00
150+00 151+00
152+00
153+00
STONE
WALL (S31)
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
3_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 113 17
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(13 OF 16)
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
ATC
H
LIN
E STATIO
N
141+50
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
1150 1150
" C
.P .P
INLET
1141.56
OUTLET
1137.79
C .M
.P
OUTLET
1140.96
INLET
1141.73
14"
POPLAR
10" POPLAR 8" POPLAR
14" DOUBLE
POPLAR
1142.06
1153.80 1154.05
1153.56
153+00
154+00
155+00 156+00
157+00
158+00
159+00
STONE
WALL (S31)
POTENTIAL TURNAROUND
LOCATION
1140 1140 1140
" C
.M .P
OUTLET
EDGE STONE
PROTUSIONPOINT # 1077
TOP OF EXPOSED
STONE
7" MAPLE
8" MAPLE
6" HICKORY
1142.06
1135.95 1139.58
1154.63
159+00
160+00
161+00
162+00
163+00
164+00
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
4_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 114 18
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(14 OF 16)
MATC
HLIN
E S
TA
TIO
N 15
8+
M
ATC
H
LIN
E STATIO
N
153+00
M
ATCHLINE STATIO
N 164+00
M
AT
C H
LI
N
E
ST
AT
IO
N
451140
" C
.P .P
OUTLET
1142.71
INLET
1144.00
EDGE STONE
PROTUSION
13" POPLAR
13" POPLAR
18" TRIPLE
MAPLE
14" WALNUT
6" MAPLE
7" HICKORY
STONE
FOUNDATION
1145.54
1146.061145.81
1144.40
1147.60
170+00
171+00
172+00
173+00 174+00
175+00 176+00
POTENTIAL TURNAROUND
LOCATION
1145 1145 1145 1145 1145
1145 1145
1140 1140 1140 1140 1140 1140
1140 1140
1140 1140
" C .M
.P
OUTLET
1138.10
INLET
1139.14
" C
.M .P
OUTLET
1137.90
INLET
1140.13
13" POPLAR
7" MAPLE
164+00
165+00 166+00 167+00 168+00
169+00
170+00
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
5_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 115 19
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(15 OF 16)
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
ATC
H
LIN
E STATIO
N
170+00
M
ATC
H
LIN
E STATIO
N
170+00
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
CO1160
116511
1160 1160
ED
GE
ST
ONE
PR
OTU
SI
ON
WEST VIRGINIA
COUNTY ROUTE 25
SI
G
N
AG
E
EXISTING
STRUCTURE
1163.18 FF
R O
O F
O
VE
R H
AN
G
TRASH
RECEPTACLE
SI
G
NA
G
E
SI
G
NA
G E
GRAVEL LOT
NEWLYN
PARKING LOT
(GRAVEL)
ED
GE
S
TO
NE
PR
OT
US
IO
N
BARRICADE
POST
11551155
176+00
177+00
178+00
179+00
179+91 CONTROL
POINT NO. 3
CONTROL
POINT NO. 4
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0X
6_
EX
PL
N .d w g
/1
6/
9:
am b y lra ke s
R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A
00X 116 20
CSH
LNR
JMB
0 20 40 Feet
EXISTING CONDITIONS
(16 OF 16)
M
ATC
H
LIN
E STATIO
N
176+00
PERMANENT SURVEY CONTROL
HORIZONTAL: NAD 83 WV SOUTH ZONE
VERTICAL: NAVD 88
NAME: POINT NO. 4
DESCRIPTION: PUNCHED RAIL ROAD SPIKE
N. 343528.7280 E. 1942977.9600
ELEV. 1162.93'
PERMANENT SURVEY CONTROL
HORIZONTAL: NAD 83 WV SOUTH ZONE
VERTICAL: NAVD 88
NAME: POINT NO. 3
DESCRIPTION: PUNCHED RAIL ROAD SPIKE
N. 343590.4160 E. 1943167.1360
ELEV. 1162.97'
55 1555
" C
.M .P
OUTLET
1546.87
INLET
1548.55
GATE
POST
GATE
POST15" C.M.P.
OUTLET
1553.00
INLET
1553.63
CO
NC
RE
TE
BO
X
CU
LV
ER
T
GRAVEL
LOT
G
RA
VE
L
LO
T
W
ES
T
VI
R G
IN
IA
C O
U N
TY
R
O U
TE
7/
G
AT
E
15" POPLAR
12" POPLAR
10" POPLAR
11" POPLARPOINT 63
1556.86
1551.10 1552.711556.01
1556.70
1557.64
1557.38
1555.93
1556.81 1558.02
1558.11
1557.42
1556.17 1555.46
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
GRAVEL
LOT
MINDEN
PARKING LOT
(GRAVEL)
T& E
T& E
T& E
T& E
T& E
T& E
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(
FM
S(FM)
S(FM)
S(FM)
S(FM)
S(FM)
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S
ACCESS TO OLD MINDEN
STORE ROAD MUST
REMAIN OPEN DURING
ALL CONSTRUCTION
NPS
ACCESS
ROAD OLD
MIN
DEN
STORE R
D
CONTRACTOR MAY
COORDINATE WITH
CONTRACTING OFFICER
TO UTILIZE NPS ACCESS
ROAD FOR STAGING AND
LAYDOWN. CONTRACTOR
SHALL FENCE IN ANY
AREA USED
CONTROL
POINT NO. 1
8"
22" 9" 10"
22"
9"
20"
8"9"
9"
12" 15" 11"
8" 12"
10+00
11+00
12+00
13+00
14+00
CONCRETE WALL (CW1)
CONTROL
POINT NO. 2
o o o o o o o o o o o o o o o o o o o o o o o o o oo
C1 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
APPROXIMATE
TRAIL EDGE
RESURFACING
NOTE: FOR MINDEN TRAILHEAD PLANS, SEE SHEET 09C101_MINDEN
1540 1540
1535 1535
15251525
" C
.M .P
. OUTLET
1533.19
INLET
1535.80
CONCRETE
WHISTLE
POST
10" POPLAR
10" POPLAR
6" MAPLE
1520.15
1532.90 1536.48
1537.29
1541.29
1542.56
1537.75
1538.36
14+00
15+00
16+00 17+00 18+00 19+00
C2 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
APPROXIMATE
TRAIL EDGE
RESURFACING
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0C
1_
PL
N
.d w g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00C
101 21
0 20 40 Feet
PLAN SHEETS
M
ATC
H
LIN
E STATIO
N
14+00 M
ATC
H
LIN
E STATIO
N 19+50
M
AT
CH
LI
NE
S
TA
TI
O N
+0
(1 OF 16)
PERMANENT SURVEY CONTROL - NO. 2
HORIZONTAL: NAD 83 WV SOUTH ZONE
VERTICAL: NAVD 88
NAME: POINT NO. 2
DESCRIPTION: 1/2" REBAR WITH YELLOW CAP
N. 355415.8840 E. 1936922.0590
ELEV. 1558.53'
PERMANENT SURVEY CONTROL - NO. 1
HORIZONTAL: NAD 83 WV SOUTH ZONE
VERTICAL: NAVD 88
NAME: POINT NO. 1
DESCRIPTION: 1/2" REBAR WITH YELLOW CAP
N. 355454.6370 E. 1937091.3960
ELEV. 1556.91'
WOODEN
BENCH
POINT # 2888
TOP OF EXPOSED
STONE
POINT # 2887
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONE
PROTUSION
POINT # 2935
TOP OF EXPOSED
STONE
POINT # 2936
ROCK FRACTURE
1527.81 1525.30
1521.39
1520.86
1514.15 1511.46
1512.15
1508.60
1507.87
1509.07
1514.21
1518.16 1520.27
1522.35 1522.52
20+00 21+00 22+00
23+00
24+00
25+00
GABION
BASKET
WALL (G2)
POTENTIAL TURNAROUND
LOCATION
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
WOODEN BENCHES
TO BE REMOVED
APPROXIMATE
TRAIL EDGE
RESURFACING
EDGE STONE
PROTUSION
POINT # 2934
TOP OF EXPOSED
STONE
" C
.M .P
OUTLET
1504.39
INLET
1505.57
POINT # 3005
OVERHANG
POINT # 3011
TOP OF EXPOSED
STONE
POINT # 3012
TOP OF
EXPOSED
STONE
C .P
.P
OUTLET
18" C.P.P.
1498.32
ST
EE
L
INLET
15" STEEL
1500.27
POINT # 3094
TOP OF EXPOSED
STONE POINT # 3093
TOP OF EXPOSED
STONE
POINT # 3092
TOP OF EXPOSED
STONE
POINT # 3087
EDGE STONE
PROTUSION
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
9" POPLAR
6" MAPLE
1520.86 1508.60
1508.07
1507.87
1507.63
1504.59 1504.29
1503.76 1503.42
1503.061507.52 1517.42
1516.10
1502.12 1498.28
1497.05
1494.73
1510.57
1507.27 1502.65 1497.78 1495.98
1497.13 1499.92
1500.71
1503.67
1505.96
1506.95
1509.07
25+00
26+00
27+00 28+00
29+00
GABION
BASKET
WALL (G3)
GABION
BASKET
WALL (G4)
GABION
BASKET
WALL (G5)
STONE
WALL (S6)
GABION
BASKET
WALL (G7)
STONE
WALL (S8)
TIMBER
WALL (T9)
C3 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
C4 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
APPROXIMATE
TRAIL EDGE
RESURFACING
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0C
2_
PL
N
.d w g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00C
102 22
CSH
LNR
JMB
0 20 40 Feet
PLAN SHEETS
(2 OF 16)
M
ATCHLINE STATIO
N 24+50
M
AT
C H
LI
N
E
ST
AT
IO
N
9+
M
ATC
H
LIN
E STATIO
N
29+50
MATCHLIN
E STATIO
N 24
1490 1490
14901490
POINT # 3092
TOP OF EXPOSED
STONE
POINT # 3087
INLET
1487.19
OUTLET
UNKNOWNAZ 355°
36" C.M .P.
CONCRETE POST
OLD MILEAGE
MARKER
" C
.M .P
OUTLET
1486.33
INLET
1487.07
POINT # 3230
FAULT IN UPPER STONE
EDGE STONEPROTUSION
POINT # 3279
TOP OF EXPOSED
STONE
POINT # 3278
TOP OF EXPOSED
STONE
11" MAPLE
10" MAPLE 7" OAK
7" BIRCH
9" MAPLE
9" MAPLE1494.73
1502.65 1497.78
1489.21
1489.11
1489.02 1488.53
1488.52
1486.18
1488.86
1489.37
1490.75
1488.42
1489.57
1490.98 1491.91
1482.88
1479.60
1481.62
1482.68
1483.86
1484.63
1487.18 1488.55
1490.18
1490.81
1491.74
1493.75
1495.22
1488.57
1486.06
1484.48
1490.21
1490.59
1480.22
30+00
31+00
32+00 33+00
34+00
35+00
STONE
WALL (S10)
STONE
WALL (S11)
POTENTIAL TURNAROUND
LOCATION
C5 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
C6 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
APPROXIMATE
RESURFACING
APPROXIMATE TRAIL
EDGE RESURFACING
1475 1470
1465 1465
POINT # 3277
OVERHANG
" C
.M .P
OUTLET
1469.21
INLET
1470.22
" C
.M .P
OUTLET
1462.03
INLET
1465.84POINT # 3547
9"
MAPLE
1490.75
.88
1468.57 1466.86
1471.22 1470.601471.441472.86
1473.75 1474.321475.291476.09
1477.90
.60
1474.711475.26
1475.101480.22 1472.29
35+00
36+00 37+00 38+00
39+00 40+00
C7 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
C8 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF) STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
APPROXIMATE TRAIL
EDGE RESURFACING
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0C
3_
PL
N
.d w g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00C
103 23
CSH
LNR
JMB
0 20 40 Feet
PLAN SHEETS
(3 OF 16)
M
ATCHLINE STATION 35+00
M
AT
C H
LI
N
E
ST
AT
IO
N
9+
M
ATC
H
LIN
E STATIO
N
40+50
M
AT
C H
LI
N
E
ST
AT
IO
N
5+
C O
N C
R
ET
E
OUTLET
1460.35
INLET
1461.11 18
" C .P
.P
OUTLET
1459.11
INLET
1459.91
" C
.M .P
OUTLET
1454.69
INLET
1456.07
POINT # 3608
POINT # 3676
ROCK FRACTURE
POINT # 3610
TOP OF EXPOSED
STONE
POINT # 3611
TOP OF EXPOSED
STONE POINT # 3278
TOP OF EXPOSED
STONE
POINT # 3609
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
POINT # 3679
TOP OF EXPOSED
STONE
6" MAPLE
1464.72 1456.17 1480.11
1470.12 1471.06
1466.93 1465.80
1457.88 1458.951460.42
1461.66 1461.23
1462.42
1463.08 1463.261463.61
1464.45
41+00
42+00 43+00
44+00 45+00
46+00
C9 - TO REMAIN.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
C10 - TO REMAIN.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
C11 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
REPAIR USING SLIVER
FILL DETAIL AND
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
APPROXIMATE TRAIL
EDGE RESURFACING
1440 1440
ST
EE
L
OUTLET
1436.45
INLET
1439.21
OUTLET
1432.79
INLET
UNKNOWN
AZ
POINT # 3810
UPPER LEVEL ROCK FORMATION
POINT # 3811
UPPER LEVEL ROCK
FORMATION
POINT # 3679
TOP OF EXPOSED
STONE
" C
.M .P
1447.65 1446.84
1456.17 1454.33
1465.80
1435.36
1437.01 1437.31
1438.101439.111439.891440.471440.741441.70 1443.01
1444.081445.54 46+00
47+00 48+00
49+00 50+00
51+00
TIMBER
WALL (T12)
STONE
WALL (S13)
WOODEN
BENCHES
POTENTIAL TURNAROUND
LOCATION
C12 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
C13 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
WOODEN BENCHES
TO BE REMOVED APPROXIMATE TRAIL
EDGE RESURFACING
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0C
4_
PL
N
.d w g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00C
0 20 40 Feet
CSH
LNR
JMB
PLAN SHEETS
(4 OF 16)
M
ATC
H
LIN
E STATIO
N
46+00
M
AT
C H
LI
N
E
ST
AT
IO
N
0+
M
ATC
H
LIN
E STATIO
N
51+50 M
AT
C
H
LI
N E
ST
AT
IO
N
6+
4' MIN
WIDTH
1 12 : 1 M
AX.
EMBANKMENT FILL
SEE TYPICAL
SECTIONS FOR TRAIL
SURFACE
EXISTING
GROUND
SLIVER FILL DETAIL
N.T.S.
STONE BRIDGE
ABUTMENTS
STONE BRIDGE
ABUTMENTS
STONE BRIDGE
ABUTMENTS
STONE BRIDGE
ABUTMENTS
WOODEN
CRIB CAPWOODEN
PIERS &
CRIB CAP
WOODEN
CRIB CAP
SI
G
N
AG
E BRIDGE
DECK
BRIDGE
DECK
BRIDGE
DECK
GRADE
GRADE
HAND RAIL
BRIDGE NO. 1
OUTLET
1432.79
INLETUNKNOWN
AZ
" C
.M .P
CONCRETE
HEADWALL
INVERT 42" C.M.P. EL. = 1408.01
ORIGIN OF PIPE UNKNOWN
POSSIBLE AIRSHAFT FOR MINE
PORTAL
12" POPLAR
14" POPLAR
8" MAPLE
11" POPLAR
7" MAPLE
1435.36
1432.61
1430.91
1429.76
1427.84
1425.62
1428.73
1426.78
1433.40
HAND RAIL
52+00
53+00
54+00
55+00 56+00
57+00
SI
G
N
AG
EDITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
SIGNAGE TO BE
REMOVED
APPROXIMATE TRAIL
EDGE RESURFACING
NOTE: FOR BRIDGE NO. 1, SEE SHEETS 01C101 - 01C401
POINT # 4104
GEOLOGICAL STATION
POINT # 4135
EARTHEN SLIP
GEOLOGICAL STATION
AS PER H. MAAS / STANTEC
POINT # 4036
TOP OF EXPOSED
STONE
POINT # 4037
TOP OF EXPOSED
STONE
POINT # 4103
TOP OF EXPOSED
STONE
POINT # 4106
TOP OF EXPOSED
STONE
POINT # 4109
TOP OF EXPOSED
STONE
INVERT 42" C.M.P. EL. = 1408.01
ORIGIN OF PIPE UNKNOWN
POSSIBLE AIRSHAFT FOR MINE
" C
.M .P
OUTLET
1413.22
INLET
1415.30
POINT # 4038
TOP OF EXPOSED
STONE
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONEPROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION
1411.25
1404.23
1401.91
1401.69
1415.59
1406.92
1432.251430.70
1437.82
1426.29
1431.47
1419.09
1412.54
1414.22 1409.71
1406.72 1405.69
1410.77
57+00
58+00
59+00 60+00
61+00
62+00
63+00
STONE WALL (S14)
CONCRETE WALL (CW15)
TIMBER WALL
(T16)
C14 - TO BE REPLACED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
STABILIZE OUTLET
WITH CLASS 1 RIPRAP
(APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
POSITIVE DRAINAGE (TYP) >
SIGNAGE TO BE
APPROXIMATE TRAIL
EDGE RESURFACING
NOTE: FOR WALL T16 SEE SHEET 07C101
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0C
5_
PL
N
.d w g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00C
105 25
CSH
LNR
JMB
0 20 40 Feet
PLAN SHEETS
(5 OF 16)
M
ATC
H
LIN
E STATIO
N
57+00 M
AT
C
H
LI
N E
ST
AT
IO
N
1+
M
ATC
H
LIN
E STATIO
N
63+00M
AT
C H
LI
N
E
ST
AT
IO
N
7+
14051405
14001400
POINT # 4238
POINT # 4192
TOP OF EXPOSED
STONE
POINT # 4277
POINT # 4279
TOP OF EXPOSED
STONE
POINT # 4278
TOP OF EXPOSED
STONE
" C
.M .P
18" C.P.P.
OUTLET
1385.80
18" C.M.P.
INLET
1389.95
" C
.P .P
EDGE STONE
PROTUSION EDGE STONEPROTUSION
EDGE STONE
PROTUSION
7" MAPLE
15"
DOUBLE
MAPLE
9" POPLAR
1390.21
1386.01
1402.09
1414.47
1393.82 1395.61
1396.25
1395.20
1392.89 1392.71
1396.29
1393.73 1390.10
1397.20
1401.49 1397.38
63+00 64+00
65+00
66+00
67+00
68+00
69+00
TIMBER WALL
(T17)
POTENTIAL TURNAROUND
LOCATION
PROPOSED CULVERT C15-A
25 LF @ 14%
INV IN: 1390.50
INV OUT: 1387.00
STABILIZE OUTLET WITH
CLASS 1 RIPRAP (APPROX. 40 SF)
PROPOSED CULVERT C15-B
50 LF @ 11%
INV IN: 1387.50
INV OUT: 1382.00
STABILIZE OUTLET WITH
CLASS 1 RIPRAP (APPROX. 40 SF)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
C15 - TO BE REMOVED.
EXISTING HEADWALL TO
BE RESET OR REPLACED,
SEE SHEET 00C401
NOTE: FOR WALL T17 SEE SHEET 07C102APPROXIMATE TRAIL
EDGE RESURFACING
1385 1380
EDGE STONE
PROTUSION
EDGE STONE
PROTUSION POINT # 4342
TOP OF EXPOSED
STONEPOINT # 4341
OVERHANG
POINT # 4346
TOP OF EXPOSED
STONE
POINT # 4435
TOP OF EXPOSED
STONE
POINT # 4434
POINT # 4439
TOP OF EXPOSED
STONE
TOP 18" COAL SEAM
POINT # 4442
TOP 18" COAL SEAM
POINT # 4441
TOP 18" COAL SEAM
POINT # 4440
TOP 18" COAL SEAM
EDGE STONE
PROTUSION EDGE STONEPROTUSION
9" POPLAR
8" MAPLE8" MAPLE
8" MAPLE
1402.45 1386.67
1397.38 1395.10
1385.63
1403.911380.30 1380.60 1381.89
1386.82
1387.94 1389.51
1389.69 1390.22 1387.04
1384.55 1377.47
1380.72
1380.45
1381.33 1382.20
1377.481377.95
1382.35 1383.96
1380.01 1378.30 1381.32
1381.5869+00
70+00 71+00
72+00 73+00
POTENTIAL TURNAROUND
LOCATION
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
APPROXIMATE TRAIL
EDGE RESURFACING
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
NEW RIVER GORGE NATIONAL PARK6/13/2025
/1
6/
9:
0C
6_
PL
N
.d w g
/1 6/
9:
am b y lra ke s R
175094
A/E FIRM
LNR
LNR
JMB
PRIME/CIVIL:
STANTEC
CONSULTING
SERVICES INC.
CHARLESTON, WV
PMIS/PKG NO.
SHEET
227183A00C
106 26
CSH
LNR
JMB
0 20 40 Feet
PLAN SHEETS
(6 OF 16)
M
ATC
H
LIN
E STATIO
N
69+00M
AT
C H
LI
N
E
ST
AT
IO
N
3+
M
AT
C H
LI
N
E
ST
AT
IO
N
3+
M
ATC
H
LIN
E STATIO
69+00
X X
X X
X
X
X X
X
X
CONCRETE
PIER
CONCRETE
BRIDGE
ABUTMENT
CONCRETE
PIER CAP
STEEL
I-BEAM PIER
(22")
STEEL
I-BEAM PIER
(22")
CONCRETE
PIER CAP
CONCRETE
BRIDGE
ABUTMENT
SI
G
N
AG
E
SI
G
N
AG
E
C H
AI
N
LI
N
K
FE
N C
E
C H
AI
N
L
IN
K
FE
N
C E
C O
N C
R
ET
E C
R
IB
C
AP
BRIDGE
DECK
BRIDGE
DECK
HAND RAIL
HAND RAIL
BRIDGE
DECK
HAND RAIL
HAND RAIL
HAND RAIL
HAND RAILGRADE
GRADE
ST
EE
L
PI
ER
C
AP
CONCRETE
PIER
BRIDGE NO. 2POINT # 4439
TOP OF EXPOSED
EDGE STONEPROTUSION
ED
G
E
ST
O N
E
PR
O
TU
SI
O N
EDGE STONEPROTUSION
POINT # 4471
TOP OF
EXPOSED
STONE
POINT # 4476
TOP OF EXPOSED
STONE
EDGE STONE
PROTUSION
POINT # 4523
TOP OF EXPOSED
STONE
12" ELM TREE
9" MAPLE
14" ELM TREE
1407.53
1393.37
1367.83
1382.20 1381.90 1379.19
1376.31 1374.39
1359.02
1362.62 1362.85
1364.63
1365.76 1364.78 1362.87
74+00
75+00
76+00 77+00
78+00
79+00
ROCK
SLIDE
POTENTIAL TURNAROUND
LOCATION
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
DITCH TO BE CLEANED
OUT AND GRADED TO
POSITIVE DRAINAGE (TYP)
PROPOSED CULVERT C15-C
25 LF @ 8.00%
INV IN: 1364.50
INV OUT: 1362.50
STABILIZE OUTLET WITH
CLASS 1 RIPRAP (APPROX. 40
SF)
REMAINING ROCKFALL MATERIAL TO BE
REMOVED AND DISPOSED OFF SITE
AND/OR USED FOR CONSTRUCTION
ACTIVITIES IN THIS CONTRACT
APPROXIMATE TRAIL
EDGE RESURFACING
NOTE: FOR BRIDGE NO. 2, SEE SHEETS 02C101 - 02C401
1340 1340
1340 1340
EDGE STONE
PROTUSION
POINT # 4523
TOP OF EXPOSED
EDGE STONEPROTUSION POINT # 4585
EARTHEN SLIP
POINT # 4610
TOP OF EXPOSED
STONE
POINT # 4605
TOP OF EXPOSED
STONE
INLET
1344.21
OUTLET
1343.29
" C
.M .P
EDGE STONE
PROTUSION EDGE STONEPROTUSION
EDGE STONE
PROTUSION
POINT # 4627
TOP OF EXPOSED
STONE
POINT # 4630
TOP OF EXPOSED
STONE
POINT # 4636
TOP OF EXPOSED
STONE
POINT # 4635
TOP OF EXPOSED
STONE
CONCRETE…
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