At02_GarnetHill_Drawings.pdf
PDF 18 MB Posted
- Attached to
- GARNET HILL RECREATION AREA CONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L0626B0006
About this file
Construction Documents Summary
This is a 100% Construction Documents package for the Garnet Hill Recreation Area Title I and II Services project in Ely, Nevada, prepared for the Bureau of Land Management (BLM). The project, identified as IDIQ Contract No. 140L0621D0006, comprises infrastructure improvements across multiple recreation sites within the Garnet Hill area. The construction documents are comprehensive architectural and engineering drawings dated December 19, 2025, prepared by A. Brown and D. Kelley, with project status at 100% construction document completion.
The project scope encompasses seven major construction areas: (1) Lackawanna Trailhead with gravel parking and access road, (2) Egan Crest campground with multiple campsites and facilities, (3) Keystone Junction parking and trailhead area, (4) Lower Campground with individual and group campsites, (5) Upper Campground with expanded camping facilities, (6) Main Trailhead with parking, viewing areas, and day-use facilities, and (7) Pole Line Road providing access throughout the recreation area. Design elements include gravel road and parking surface construction per specifications, individual campsites measuring 55'x36' and group campsites at 85'x64', double vault toilets, trash enclosures, shade structures, picnic areas with grills and tables, kiosks, signage, vehicle protection bollards, and ADA-compliant concrete pathways. Cut and fill volumes vary by area, ranging from approximately 90 cubic yards to 4,970 cubic yards. The typical pole line road section includes 8 inches of Type II aggregate base over 12 inches of compacted native subgrade, with variable widths of 4 to 8 feet. All construction follows geotechnical exploration findings and conforms to specified standards for grading, drainage, and site development.
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO
STATE REFERENCE MAP VICINITY MAP
PROJECT
LOCATION
BL
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P ro je ct
C he ck ed
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R ev is io n Is su e
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D es cr ip tio n
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G-001
GENERAL SHEETS
COVER SHEET
D ec sabrewer Stamp
T
ELEC
COMM
FW
CO
WTR
S
E
T
SS
(COMM)
(FW)
(WTR)
(SS)
EXISTING
CONCRETE SIDEWALK
ASPHALT
GRAVEL
VEGETATION
ELECTRICAL CONDUIT
COMMUNICATIONS CONDUIT
WATER LINE
FIRE WATER LATERAL
SANITARY SEWER PIPE
STORM DRAIN PIPE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
FIRE HYDRANT
WATER VALVE
ELECTRICAL PULL BOX
COMMUNICATIONS HAND HOLE
ANTI-RAM PREVENTION BOULDER
BOLLARD
COMM MANHOLE
PROPOSED
CO
S
T
E
SD(SD)
NORTH ARROW FOR
22"x34" PLANS
NORTH ARROW FOR
VICINITY MAPS
KEYNOTE INDICATOR - DEMO
DIMENSION
A
MATCHLINEMATCHLINE
SEE
XX/XXX
REVISION INDICATOR
(SHOWN WITH CLOUD)1
KEYNOTE INDICATOR - CONSTRUCTION
KEYNOTE INDICATOR - DETAIL PART
GRAPHIC (BAR) SCALE
DETAIL NUMBER
REFERENCE DRAWING NUMBER
SECTION NUMBER
REFERENCE DRAWING NUMBER
KEY NOTE SYMBOL
SCALE IN FEET
05 5 10
1" = 5'
A, AMPS AMPERES
AB ANCHOR BOLT
ABBR ABBREVIATION
AC ASPHALT CONCRETE
ACP ASBESTOS CEMENT PIPE
ADMIN ADMINISTRATION
AGGR AGGREGATE
AIP ABANDONED IN PLACE
AL ALUMINUM
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APVD APPROVED
APPROX APPROXIMATE
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASPH ASPHALT
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AWG AMERICAN WIRE GAUGE
AUTO AUTOMATIC
AUX AUXILIARY
AVG AVERAGE
A/C AIR CONDITIONING
A/E ARCHITECT/ENGINEER
BFG BELOW FINISH GRADE
BITUM BITUMINOUS
BLDG BUILDING
C, COMM COMMUNICATIONS
CAT CATALOG
CEM CEMENT
CI CAST IRON
CIP CAST IRON PIPE
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
CIRC CIRCULAR
CKT BRK CIRCUIT BREAKER
CL CENTER LINE
CLG CEILING
CLJ CONTROL JOINT
CLR CLEAR, CLEARANCE
CLVT CULVERT
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNITS
CO CONTRACTING OFFICER
CONC CONCRETE
CONDS CONDUIT (S)
CONN CONNECTION
CONSTR CONSTRUCTION
COR CONTRACTING OFFICER'S REPRESENTATIVE
CORP CORPORATION
CTR CENTER
CU COPPER
CW CHILLED / COLD WATER
CY CUBIC YARD
DBL DOUBLE
DEG DEGREE
DET DETAIL
DI DROP INLET
DIA, Ø DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIST DISTANCE
DWG DRAWING
E EAST
EA EACH
EG EXISTING GRADE
ELEC ELECTRIC, ELECTRICAL
ELEV ELEVATION
EMER EMERGENCY
ENCL ENCLOSURE
ENGR ENGINEER
ENTR ENTRANCE
EOP EDGE OF PAVEMENT
EQL EQUAL
EQUIP EQUIPMENT
EX EXISTING
EXP JT EXPANSION JOINT
EXP EXPOSED
EXT EXTERIOR
F FIRE
FF FINISH FLOOR
FG FINISH GRADE
FH FIRE HYDRANT
FTG FITTING
FL FLOW LINE
FO FIBER OPTICS
FP FIRE PROTECTION
FT FOOT
FUT FUTURE
GA GAGE OR GAUGE
GALV GALVANIZEDGPH
GEN GENERAL
GFI GROUND FAULT INTERRUPTER
GND GROUND
GOVT GOVERNMENT
GPH GALLONS/HOUR
GPM GALLONS/MINUTE
GR GRADE
GV GATE VALVE
GW GUY-WIRE
GYP GYPSUM
H HOUR
HAZ W HAZARDOUS WASTE
HPT HIGH POINT
HORIZ HORIZONTAL
HT HEIGHT
HW HOT WATER
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
ID INSIDE DIAMETER
IN INCH
INSUL INSULATION
INVT INVERT
JT JOINT
LBS POUNDS
LG LENGTH, LONG
LP LOW POINT
LT LEFT
LTG LIGHTING
MAG MAGNETIC
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MET METAL
MFR MANUFACTURER
MGD MILLIONS GALLONS PER DAY
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
N NORTH
NIC NOT IN CONTRACT
NIM NON-INSULATED METAL
NOM NOMINAL
NORM NORMAL
NTS NOT TO SCALE
NV NEVADA
#, NO. NUMBER
O/ OVER
OC ON CENTER
OD OUTSIDE DIAMETER
OHP OVERHEAD POWER
OPP OPPOSITE
OVHD OVER HEAD
OSHA OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
P POLE, POWER
PE PROJECT ENGINEER
PIV POST INDICATOR VALVE
PL PLATE
PLCS PLACES
POC POINT OF CONNECTION
PT POINT
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
RAD, R RADIUS
RD ROAD
REF REFERENCE
REINF REINFORCING
REQ'D REQUIRED
REVR REVERSE
REV REVISIONS
RM ROOM
RND ROUND
RT RIGHT
RS RIGID STEEL
S SLOPE / SOUTH
SCH, SHCED SCHEDULE
SCO SEWER CLEANOUT
SDWK SIDEWALK
SECT SECTION
SH MET SHEET METAL
SHLDR SHOULDER
SHT SHEET
SIM SIMILAR
SMH SANITARY SEWER MANHOLE
SOW STATEMENT OF WORK
SPEC SPECIFICATION
SQ SQUARE
SS SANITARY SEWER
ST STEAM
STA STATION
STD STANDARD
STL STEEL
TB THRUST BLOCK
TC TOP OF CURB
TEL TELEPHONE
THK THICK
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UGND UNDERGROUND
UNFIN UNFINISHED
US UNITED STATES
V VOLTAGE
W WASTE, WATER, WEST, WIDTH
WA WASHINGTON
WSDOT WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION
WT WEIGHT
WTR WATER
XFMR TRANSFORMER
YD YARD
CIVIL ABBREVIATIONS SYMBOLS LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
(5100')
(5101')
5100'
5101'
X
CD501
X
CD501
X
CD501
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G-002
GENERAL SHEETS
LEGEND AND ABBREVIATION
Sheet List Table Sheet Number Sheet Title
G-001 COVER SHEET
G-002 LEGEND AND ABBREVIATION
C-100 OVERALL
1CS101 LACKAWANNA SITE PLAN
1CG101 LACKAWANNA GRADING PLAN
2CR101 EGAN CREST DEMOLITION PLAN
2CS101 EGAN CREST SITE PLAN
2CG101 EGAN CREST GRADING PLAN
3CR101 KEYSTONE DEMOLITION PLAN
3CS-101 KEYSTONE SITE PLAN
3CG101 KEYSTONE GRADING PLAN
4CR101 LOWER CAMPGROUND DEMOLITION PLAN
4CS101 LOWER CAMPGROUND SITE PLAN
4CG101 LOWER CAMPGROUND GRADING PLAN
4CG102 LOWER CAMPGROUND GRADING PLAN
5CR101 UPPER CAMPGROUND DEMOLITION PLAN
5CS101 UPPER CAMPGROUND SITE PLAN
5CG101 UPPER CAMPGROUND GRADING PLAN
5CG102 UPPER CAMPGROUND GRADING PLAN
6CR101 MAIN TRAIL DEMOLITION PLAN
6CS101 MAIN TRAIL SITE PLAN
6CG101 MAIN TRAIL GRADING PLAN 1
6CG102 MAIN TRAIL GRADING PLAN 2
6CG103 MAIN TRAIL GRADING SECTIONS
7CP101 POLE LINE ROAD PLAN & PROFILE
7CP102 POLE LINE ROAD PLAN & PROFILE
7CP103 POLE LINE ROAD PLAN & PROFILE
7CP104 POLE LINE ROAD PLAN & PROFILE
7CP105 POLE LINE ROAD PLAN & PROFILE
7CP106 POLE LINE ROAD PLAN & PROFILE
7CP107 POLE LINE ROAD PLAN & PROFILE
7CP108 POLE LINE ROAD PLAN & PROFILE
7CP109 POLE LINE ROAD PLAN & PROFILE
7CP110 POLE LINE ROAD PLAN & PROFILE
7CP111 POLE LINE ROAD PLAN & PROFILE
7CP112 POLE LINE ROAD PLAN & PROFILE
7CP113 POLE LINE ROAD PLAN & PROFILE
7CP114 POLE LINE ROAD PLAN & PROFILE
7CP115 POLE LINE ROAD PLAN & PROFILE
7CP116 POLE LINE ROAD PLAN & PROFILE
7CP117 POLE LINE ROAD PLAN & PROFILE
7CP118 POLE LINE ROAD PLAN & PROFILE
7CP501 TYPICAL SECTIONS
CD501 CIVIL DETAILS 1
CD502 CIVIL DETAILS 2
CD503 CIVIL DETAILS 3
CD504 CIVIL DETAILS 4
CD505 CIVIL DETAILS 5
V-001 TOPOGRAPHIC SURVEY CONTROL EXHIBIT
V-002 TOPOGRAPHIC SURVEY CONTROL EXHIBIT
Sheet Number Sheet Title
D ec
RUTH
07 - POLE LINE RD
03 - KEYSTONE
JUNCTION
04 - GARNET HILL
LOWER CAMPSITES
05 - GARNET HILL
UPPER CAMPSITES
06 - GARNET HILL
MAIN TRAILHEAD
02 - EGAN CREST
01 - LACKAWANNA
168+47
9+00
10+00
15+00
+0
25+00 30+00
+0
40+00 45+00 50+00
55+00
60+00
65+00 70+00 75+00
80+00 85+00
90+00 95+00
100+00
5+
110+00
5+
120+00
125+00130+00
135+00
140+00
145+00
150+00
155+00
160+00
165+00
HIGHWAY 50
HIGHWAY 50
WHITE PINE COUNTY RD
SCALE IN FEET
01200 1200 2400
1" = 1200'
GARNET HILL RECREATION AREA
C-100
1" = 1200'
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GENERAL NOTE:
NUMBERS SHOWN HERE CORRESPOND TO THE FIRST
DIGITS OF THE SHEET NUMBERS BY CONSTRUCTION
AREA OF THE OVERALL PROJECT. REFER TO
DRAWING INDEX ON SHEET G-002
C-100
GENERAL SHEETS
OVERALL
D ec
5.
0' 44.7'
.8
34.0'
10850 SQFT
0.25 ACRES
R10'
(TYP)
65.2'
EX
IS
TI
NG D
IR
T
ROAD
EXISTING DIRT ROAD
(6287')
(6288')
(6289')
(6290')
(6291')
(6292') (6293')
(6294')
(6295') (6296')
(6297')(6298')(6299')(6300') (6301')
(6302')
(6303')
(6304')
(6305')
(6306') (6307') (6308')
(6309')
(6310')
(6311') (6312') (6313') (6314')(6315')(6316')(6317')
(6318')
(6320') (6321')(6322')
(6323') (6324')
(6325') (6326')
(6327') (6328')
(6329') (6330')
(6334')
(6335') (6336')
(6337')
.5
(6331') (6332')
(6333') (6334')
(6335') (6336')(6337')(6354')
(6352')
(6350')
(6348')
(6346') (6344')
(6342')
(6286') (6285')
(6284')
(6285')
(6284')
10+00 10+68
LENGTH = 740'
PROPOSED 12' GRAVEL ROAD
TO FOLLOW EXISTING
TWO-TRACK DIRT ROAD
ALIGNMENT
-9 .7
-7.4%
-7 .3
-5 .9
-4 .9
-3 .3
N:27905082.48 E:853637.16
N:27905072.48 E:853647.18
N:27904957.50 E:853647.18
N:27904947.50 E:853637.18
N:27904982.32 E:853593.18
N:27905008.15 E:853545.41
N:27905082.38 E:853572.00
N:27904947.5 E:853603.2
N:27904957.5 E:853593.2
N:27904991.6 E:853586.9
N:27905021.3 E:853539.9
N:27905076.2 E:853562.8
N:27905786.1 E:853621.9
N:27905082.43 E:853603.78
10+00 10+50 10+68
EX GRADE
PROPOSED GRAVEL
ROAD
12'
3:1
MAX
VARIES
1% TO 2%
3:1
MAX
LACKAWANNA SITE PLAN
1CS101
1" = 50'
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CONSTRUCTION NOTES
CONSTRUCT GRAVEL SURFACE PER DTL 4, DWG CD501.
INSTALL ROCKART KIOSK 03-420 OR APPROVED EQUIVALENT.
REFER TO DTL 2, DWG CD502.
CONTRACTOR TO INSTALL 2 STEEL POSTS FOR "LACKAWANNA TRAILHEAD" SIGN
PER DTL 4, DWG CD504. SIGN TO BE INSTALLED BY BLM.
CONTRACTOR TO INSTALL SINGLE BREAKAWAY SIGN POST FOR
"TRAILHEAD THIS WAY" SIGN PER DTL 6 , DWG CD504.
SIGN TO BE INSTALLED BY BLM.
SCALE IN FEET
050 50 100
1" = 50'
TYPICAL ROAD SECTION
1CS101
1" = 10'
1CS101
GRADING NOTES:
1. SCARIFY AND RECOMPACT GRAVEL PARKING AREA AND GRAVEL ROAD.
2. RESURFACE PARKING AREA AND GRAVEL ROAD PER DTL 4, DWG CD501.
3. MAINTAIN EXISTING GRADES.
4. DISPOSE OF EXCESS MATERIALS OFFSITE.
1CS101
01 - LACKAWANNA
LACKAWANNA SITE PLAN
PROPOSED GRAVEL PARKING AREA AND GRAVEL ROAD
D ec
R10.0'
(TYP)
34.0'
10850 SQFT
0.25 ACRES
.5
44.7'
5.
0'
EX
IS
TI
N
G D
IR
T
R O
AD
EXISTING
DIRT ROAD
EXISTING DIRT ROAD
EG 6331.7'
MATCHING EXISTING
EG 6331.4'
MATCHING EXISTING
EG 6332.1'
MATCHING EXISTING
EG 6336.0'
MATCHING EXISTING
EG 6339.8'
MATCHING EXISTING
EG 6341.1'
MATCHING EXISTING
EG 6343.5'
MATCHING EXISTING
EG 6343.3'
MATCHING EXISTING
EG 6341.2'
MATCHING EXISTING
EG 6340.2'
MATCHING EXISTING
EG 6340.1'
MATCHING EXISTING
EG 6339.3'
MATCHING EXISTING
EG 6332.5'
MATCHING EXISTING
EG 6335.1'
MATCHING EXISTING
PROPOSED KIOSK PER
DTL 2, DWG CD501
PROPOSED LACKAWANNA
TRAILHEAD SIGN
65.2'
EG 6331.0'
MATCHING EXISTING
EG 6331.4'
MATCHING EXISTING
7.0'
4.
0'
(6330')
(6331')
(6332')
(6333')
(6334')
(6335')
(6336')
(6337')
(6338')
(6339')
(6340')
(6341')
(6342')
(6343')
(6344')
(6345')
(6346')
(6347')
(6348')
(6349')
(6330')
(6331')
(6332')
(6333')
(6334')
(6335')
(6336')
(6337')
(6338')
(6339')
(6340')
(6341')
(6342')
(6343')
(6344')
.8
LACKAWANNA GRADING PLAN
1CG101
1" = 10'
BL
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M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- L
AC
KA
W
AN
N
A\
8-
3-
-C G
.d w g
2/
/2
8:
A
M K
M
AL
VE
ST
U
TO
SCALE IN FEET
010 10 20
1" = 10'
1CG101
01 - LACKAWANNA
LACKAWANNA GRADING PLAN
GRADING NOTES:
1. SCARIFY AND RECOMPACT GRAVEL PARKING AREA AND GRAVEL ROAD.
2. RESURFACE PARKING AREA AND GRAVEL ROAD PER DTL 4/CD501.
3. MAINTAIN EXISTING GRADES.
4. DISPOSE OF EXCESS MATERIALS OFFSITE.
PROPOSED GRAVEL PARKING AREA AND GRAVEL ROAD
D ec
EX DIRT ROAD
EX DIRT ROAD
EX
D
IR
T
RO
AD
EX DIRT ROAD
(6800')
(6802')
(6804')
(6806')
(6808')
(6810')
(6812')
(6814')
(6816')
(6818')
(6
0'
(6
2'
(6
4'
(6
6'
(6
8'
(6
0' ) (6
2'
(6834')
(6836')
(6838')
(6840')
(6842')
(6844')
(6846')
(6848')
(6796')
(6798')
(6
0')
(6802')
(6
4'
(6806')
(6808')
(6810')
(6
2') (6814')
(6
6'
(6
8'
(6
0'
(6
2'
(6824')
(6826')
(6828')
(6
0'
(6
2'
(6834')
(6836')
(6
8'
(6816')
(6818')
(6820')
(6822')
(6
4'
(6
6'
(6
8'
(6824')
(6826')
(6828')
(6830')
(6832')
(6834')
(6836')
(6
2'
(6
4'
(6
6'
(6
8'
(6
0'
(6
2'
(6
4'
(6
6'
(6796')
(6798')
(6800')
(6802')
(6804') (6806')
(6808')
(6810')
(6812')
(6
0'
(6
2') (6
4')
(6836')
(6
8') (6
0'
(6
2')
(6
4'
(6
6'
(6
8'
(6
0'
(6
2'
(6
4'
(6794')
(6794')
(6796')
(6796')
(6798')
(6800')
(6802')
(6
4'
(6806') (6808')
(6810')
(6812')
(6814')
(6816')
(6818')
(6820')
(6822')
(6824')
(6826')
(6824')
(6826')
(6828')
(6830') (68
(6814')
(6
6'
(6
8'
(6
0'
(68
(6
4')
(6792')
(6792')(6792')
(6794')
(6794')
(6796')
(6796') (6798')
(6798')
(6792')
(6792')
(6794') (6796')
0'
HIGHWAY 50
(PAVED)
HIGHW
AY 50 ROW
DEMOLITION NOTES
CLEAR AND GRUB
REMOVE EXISTING SHADE STRUCTURE
REMOVE EXISTING KIOSK
CLEAR AND GRUB LIMITS (306,900 SF)
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- E G
AN
C
R
ES
T
TR
AI
LH
EA
D
\2
-0
-0 2-
C R
.d w g
2/
/2
8:
A
M A
BR
O
W N
EGAN CREST DEMOLITION PLAN
2CR101
1" = 50'
SCALE IN FEET
050 50 100
1" = 50'
2CR101
02 - EGAN CREST
EGAN CREST DEMOLITION PLAN
D ec
(6800')
(6802')
(6804')
(6806')
(6808')
(6810')
(6812')
(6814')
(6816')
(6818')
(6
0'
(6
2'
(6
4'
(6
6'
(6
8'
(6
0' ) (6
2'
(6834')
(6836')
(6838')
(6840')
(6842')
(6844')
(6846')
(6848')
(6796')
(6798')
(6
0')
(6802')
(6
4'
(6806')
(6808')
(6810')
(6
2'
(6
4'
(6
6'
(6
8'
(6
0'
(6
2'
(6
4'
(6
6'
(6796')
(6798')
(6800')
(6802')
(6804') (6806')
(6808')
(6810')
(6812')
(6
0'
(6
2') (6
4')
(6836')
(6
8') (6
0'
(6
2')
(6
4'
(6
6'
(6
8'
(6
0'
(6
2'
(6
4'
(6794')
(6794')
(6796')
(6796')
(6798')
(6800')
(6802')
(6
4'
(6806') (6808')
(6810')
(6812')
(6814')
(6816')
(6818')
(6820')
(6822')
(6824')
(6826')
(6792')
(6792')(6792')
(6794')
(6794')
(6796')
(6796') (6798')
(6798')
(6792')
(6792')
(6794') (6796')
R40.0'
R
.0
55.0' (TYP)
36.0' (TYP)
64.0'
85.0'
.3
197.4'
64.9'
11'
10' 13'
3:1
3:
3:1
HIGHWAY 50
(PAVED)
HIGHW
AY 50 ROW
3:1
EX DIRT ROAD
EX DIRT ROAD
EX
D
IR
T
RO
AD
EX DIRT ROAD
(6824')
(6826')
(6828')
(6830') (68
3:
49.2'
82.9'
R4 0.
0'
20.0' 5.0'
5.0'
20.0'
20.0'
5.0'
N:27907883.3 E:823726.2
N:27907866.2 E:823772.4
N:27907852.9 E:823790.3
N:27907787.0 E:823840.5
N:27907706.8 E:823844.0
N:27907623.4 E:823826.1 N:27907583.2
E:823841.0
N:27907463.5 E:823998.0
N:27907457.8 E:824036.2
N:27907480.5 E:824097.0
(6
0'
(6
2'
(6824')
(6826')
(6828')
(6
0'
(6
2'
(6834')
(6836')
(6838')
(6
6'
(6
8'
(6
0')
(6
2') (6
4'
(6816')
(6818')
(6820')
(6822')
(6
4'
(6
6'
(6
8'
(6824')
(6826')
(6828')
(6830')
(6832')
(6834')
(6836')
0'
TYP
TYP
TYP
TYP
TYP
N:27907652.8 E:824240.6
N:27907694.7 E:824170.6
N:27907755.7 E:824167.4
N:27907978.2 E:824203.5
N:27908010.8 E:824166.7
N:27908075.7 E:824152.8
N:27908156.9 E:824038.6
N:27908187.1 E:823935.2
N:27908101.4 E:823884.8
N:27907966.4 E:823863.7
N:27907904.4 E:823734.0
N:27907928.5 E:823761.3
N:27907923.9 E:823741.2
5' MIN CLR
CONSTRUCTION NOTES
CONSTRUCT INDIVIDUAL CAMPSITE PER DTL 1, DWG CD503.
CONSTRUCT GROUP CAMPSITE PER DTL 2, DWG CD503.
CONSTRUCT BERM PER DTL 1, DWG 2CG101.
INSTALL DOUBLE VAULT TOILET PER DTL 1, DWG CD502.
CONSTRUCT TRASH ENCLOSURE PER DTL 2, DWG CD505.
INSTALL ROCKART KIOSK 03-441 OR APPROVED EQUIVALENT.
REFER TO DTL 2, DWG CD502.
CONTRACTOR TO INSTALL 3 STEEL POSTS FOR "EGAN CREST
TRAILHEAD" SIGN PER DTL 5, DWG CD504.
SIGN TO BE INSTALLED BY BLM.
CONSTRUCT 5' WIDE NATURAL SURFACE MINI BIKE TRAIL.
CONSTRUCT GRAVEL SURFACE PER DTL 4, CD501.
INSTALL VEHICLE PROTECTION BOLLARDS WITH ADA COMPLIANCE
PER DTL 6, DWG CD501.
IMPROVE GRAVEL ROAD PER DTL 4, DWG CD501. MAINTAIN
EXISTING ROAD WIDTH.
EGAN CREST SITE PLAN
2CS101
1" = 50'
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- E G
AN
C
R
ES
T
TR
AI
LH
EA
D
\2
-0
-0 2-
C S.
dw g
2/
/2
8:
A M
K M
AL
VE
ST
U
TO
SCALE IN FEET
050 50 100
1" = 50'
2CS101
02 - EGAN CREST
EGAN CREST SITE PLAN
D ec
0'
HIGHWAY 50
(PAVED)
HIGHW
AY 50 ROW
3:1
3:
3:1
HIGHWAY 50
(PAVED)
HIGHW
AY 50 ROW
3:1
3:
3:1
HIGHWAY 50
(PAVED)
HIGHW
AY 50 ROW
3:1
3:
FG 6814.23' FG 6817.05'
FG 6816.87'
FG 6818.05'
FG 6817.73'
FG 6815.27'
FG 6816.01'
FG 6817.75'
FG 6817.75'
FG 6815.63'
FG 6815.90'
FG 6814.38'
FG 6817.90'
FG 6818.01'
FG 6819.72'
FG 6820.11'
FG 6820.11'
FG 6819.72'
FG 6822.00'
FG 6822.00'
FG 6820.11'
FG 6819.76'
FG 6820.11' FG 6819.76'
FG 6818.46'
FG 6819.45'
FG 6819.48'
FG 6820.31'
FG 6820.51'
FG 6823.01'
FG 6823.33'
FG 6821.68'
FG 6821.37'
FG 6822.80'
FG 6823.52'
FG 6822.79'
FG 6822.05'
(EG 6824.8')
FG 6824.8'
(EG 6825.9')
FG 6825.9'
(EG 6839.3')
FG 6839.3'
(EG 6838.0')
FG 6838.0'
(EG 6839.5')
FG 6839.5'
(EG 6830.0')
FG 6830.0'
(EG 6831.2')
FG 6831.2'
(EG 6823.4')
FG 6823.4'
(EG 6816.0')
FG 6816.0'
(EG 6807.5')
FG 6807.5'
(EG 6815.0')
FG 6815.0'
(EG 6816.0')
FG 6816.0'
(EG 6816.8')
FG 6816.8'
(EG 6821.5')
FG 6821.5'
HP 6822.1'
HP 6822.1'
GB
-2.0%
-2.0%
-2.1%
-2.1%
-2 .0
-6.4%
-4.3%
-8.1%
10+85
10+00
EX DIRT ROAD
EX DIRT ROAD
EX
D
IR
T
RO
AD
EX DIRT ROAD
6808' 68
6826'
6828'
6830'
6832'
6820'
6822'
6824'
6818' 6820'
6818' 6820'
6822' 6824'
6822' 6820'
6818'
' 68
' 68
6822'
6826' 6824'
6820'
6818'
6814' 6812'
6816'
6818'
6824' 6826'
6828' 6828'
6826' 6824'
6822'
6822'
(6
6'
(6
8'
(6
0'
(6
2'
(6
6'
(6
8'
(6
0'
(6
2'
(6
4'
(6824')
(6826')
(6828')
(6
0'
(6832')
(6834') (6836')
(6
6') (6
8'
(6820')
(6
2'
(6824')
(6826')
(6828')
(6
0'
(6832')
(68
(6806') (68
(6810') (68
(6814')
(6816')(6818')
(6820')
(6822')
(6824')
(6826')
(6828')
(6830')
(6832')
(6834')
(6836') (6838')
(6840')
(6802')
(6
4'
(6806')
(6798') (6800')
(6802') (6804')
(6808')
(6810')
(6
6'
(68
')(6
2'
(6
4' )(6
6'
(6838')
(6840')
(6
2'
(6
0'
(6
2'
(6
4'
(6
6') (6
8'
(6
0'
(6
0'
(6
2')
(6
4'
(6
6'
(6
6')
(68
(6
2') (6
0')
(6
8') (6
6'
(6
4')
(6810')
(6808')
(6806')
(6824')
(6826') (6
0'
(6
8'
(6822') (6820')
(68
(6826')
(6
8')
(6
0')
FG 6824.67'
FG 6822.61'
FG 6824.35'
FG 6821.75'
FG 6820.83'
FG 6826.38'
FG 6826.77'
HP 6828.7'
FG 6826.77'
FG 6826.42'
FG 6825.12'
FG 6818.46'
-1.4%
-1.8%
-0.9%
-0.5%
-2.0%
-1 .9
-0.6%
6810'
6820'
6822'
6824' 6820'
6822'
6824'
3:1
3:1
3:1
3:1
3:
3:
3:
3:1
3:1
3:1
3:1
3:1
3:
6818' 6816'
6820' 6816'
6814'
6814' 6816'
(EG 6807.4')
FG 6807.4'
6812'
-2.0%-1.0%
5.0'
FG
EG
3:13:1
6.7'
22.50'
VARIES
(6
0'
BLDG 6835.25' BLDG 6835.25'
BLDG 6835.25'
BLDG 6835.25'
-5 .0
-5.0%
-5 .0
-2.0%
FG 6834.75' FG 6834.75'
FG 6834.75' FG 6834.75'
FG 6835.05'
FG 6835.05'
FG 6832.42'
FG 6832.52'
FG 6832.51'
FG 6832.42'
6832'
6836'
10'
(TYP)
FG 6832.22'
-2.0% -1.0%
FG 6832.22'
SCALE IN FEET
050 50 100
1" = 50'
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- E G
AN
C
R
ES
T
TR
AI
LH
EA
D
\2
-0
-0 2-
C G
.d w g
2/
/2
8:
A
M K
M
AL
VE
ST
U
TO
CUT/FILL VOLUMES
CUT: 4,100 CY
FILL: 15,200 CY
NET: 11,100 CY (FILL)
TYPICAL BERM SECTION
2CG101
1" = 20'
EGAN CREST GRADING PLAN
2CG101
1" = 50'
2CG101
2CG101
ENLARGED GRADING PLAN
2CG101
1" = 20'
2CG101
02 - EGAN CREST
EGAN CREST GRADING PLAN
2CG101
D ec
REMOVE EX SIGN
PROTECT IN PLACE EX POLE
EX POLE
EX ELEC MANHOLE
EX SIGN
(6725')
(6
5'
(6
5'
(6
5'
(6
5'
(6726')
(6
6'
(6
6' ) (6
7'
) (6
8'
(6729')
(6
0'
(6731')
(6731')
(6
2' ) (6
3'
(6734')
(6
5'
(6
0'
(6
1'
(6
2'
(6733')
(6
4'
(6
5'
(6
6'
(6737')
(6738')
(6739')
(6
0'
(6
1'
(6
2'
(6743')
(6
4'
(6733')
(6
4'
(6
5'
(6
6'
(6
7'
(6
8'
(6
9'
(6
0'
(6741')
(6742')
(6
5')
(6
6'
(6
7'
(6728')
(6
9'
(6
0'
(6731')
PROTECT IN PLACE EX OHP
8.
9'
31.0'
+0
+0
+0
+0
+0
GARNET HILL ACCESS ROAD
SEE SHEETS 7CP SHEETS
H
IG
H W
AY 50
(PAVED
H
IG
H W
AY 50 R
O
W
PO
LE
L
IN
E
RO
AD
UN
PA
VE
D
CLEAR AND GRUB
CLEAR AND GRUB
CL
EA
R
AN
D
GRU
B
CLE
AR
A
ND G
RUB
PO
LE
L
IN
E
RO
AD
UN
PA
VE
D
STA:12+54.98
OFF:39.81'R
STA:13+74.97
OFF:10.00'R
STA:12+54.97
OFF:10.00'R
STA:13+74.97
OFF:41.07'R
KEYSTONE JUNCTION DEMOLITION PLAN
3CR101
1" = 50'
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- K
EY
ST
O
N E
JU
N
C
TI
O N
P
AR
KI
N
G L
O T\
8-
3-
-C
R .d w g
2/
/2
8:
A M
K M
AL
VE
ST
U
TO
SCALE IN FEET
020 20 40
1" = 20'
3CR101
03 - KEYSTONE JUNCTION
KEYSTONE DEMOLITION PLAN
D ec
EX POLE
EX SIGN
EX POLE
EX ELEC MANHOLE
PROTECT IN
PLACE EX OHP
PROTECT IN PLACE
EX OHP
+0
+0
+0
+0
+0
PO
LE
L
IN
E
RO
AD
UN
PA
VE
D
H
IG
H W
AY 50 R
O
W
H
IG
H W
AY 50
(PAVED
PO
LE
L
IN
E
RO
AD
UN
PA
VE
D
8.
9'
30'
10'
20'
GARNET HILL ACCESS ROAD
SEE 7CP SHEETS
STA:13+74.97
OFF:10.00'R
STA:13+64.97
OFF:20.00'R
STA:13+64.97
OFF:40.00'R
STA:12+64.97
OFF:40.00'R
STA:12+54.97
OFF:10.00'R
STA:12+64.97
OFF:20.00'R
CONSTRUCTION NOTES
CONSTRUCT GRAVEL PARKING AREA PER DTL 4, DWG CD501.
CONTRACTOR TO INSTALL 3 STEEL POSTS FOR "GARNET HILL RECREATION
AREA" SIGN PER DTL 5, DWG CD504 . SIGN TO BE INSTALLED BY BLM.
CONTRACTOR TO INSTALL 2 STEEL POSTS FOR "KEYSTONE JUNCTION" SIGN
PER DTL 4, DWG CD504. SIGN TO BE INSTALLED BY BLM.
INSTALL ROCKART KIOSK 03-420 OR APPROVED EQUIVALENT.
REFER TO DTL 2, DWG CD502.
KEYSTONE JUNCTION SITE PLAN
3CS-101
1" = 50'
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- K
EY
ST
O
N E
JU
N
C
TI
O N
P
AR
KI
N
G L
O T\
8-
3-
-C
S.
dw g
2/
/2
8:
A
M K
M
AL
VE
ST
U
TO
SCALE IN FEET
020 20 40
1" = 20'
3CS-101
03 - KEYSTONE JUNCTION
KEYSTONE SITE PLAN
D ec
EX SIGN
EX POLE
EX POLE
EX ELEC MANHOLE
EX SIGN
PROPOSED SIGN
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
GARNET HILL ACCESS ROAD
SEE 7CP SHEETS
H
IG
H W
AY 50 R
O
W
H
IG
H W
AY 50
(PAVED
PO
LE
LI
NE
R
OAD
UN
PA
VE
D
PO
LE
L
IN
E
RO
AD
UN
PA
VE
D
<STA. 13+75, 10' RT
(6735.39 EG)
STA. 12+55, 10' RT
(6731.20 EG)
(6734')
(6729')
(6733')
(6732')
(6731')
(6730')
(6729')
(6735')
(6736')
(6737')
(6729')
(6
0'
(6
1'
(6
2'
(6
3'
(6
4'
(6
5'
(6
6'
(67
(67
(67
(6
0'
(6
1' ) (6
2'
6734'
6733'
6732'
6736'
(EG 6736.12')
FG 6735.13'
(EG 6731.49')
FG 6731.67'
(EG 6732.66')
FG 6732.54'
(EG 6733.50')
FG 6733.10'
-2.0%
-2.0%
-3 .6%
-3 .6
DAYLIGHT
DAYLIGHT
EG 6730.09'
EG 6732.25'
EG 6737.65'
EG 6734.71'
EG 6728.56'
EG 6726.94'
EG 6725.55'
EG 6724.91'
EG 6739.73'
EG 6741.35'
EG 6743.44'
-1 .9
-6.
1%
-4 .6%
FL 6730.51'
FL 6740.65'
10' 10'
10'
20'
(EG 6731.95')
FG 6731.27'
-2.0%
(EG 6737.10')
FG 6734.73'
-2.0%
-2 .9
FINISHED GRADE
EX GROUND
2%2%
CL
POLE LINE RD
FL
SWALE
20'10'
30'
GRAVEL PARKING
3:1
VARIES
PER PLAN
MATCH EXISTING
MATCH EXISTING
MATCH POLE LINE ROAD
CONSTRUCTION
8'
FL
SWALE
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- K
EY
ST
O
N E
JU
N
C
TI
O N
P
AR
KI
N
G L
O T\
8-
3-
-C
G .d w g
2/
/2
8:
A M
A
BR
O W
N
3CG101
PROPOSED TYPICAL GRAVEL PARKING SECTION
3CG101
HOR 1" = 20' | VERT 1" = 4'
KEYSTONE JUNCTION GRADING PLAN
3CG101
1" = 50'
SCALE IN FEET
020 20 40
1" = 20'
CUT/FILL VOLUMES
CUT: 90 CY
FILL: 11 CY
NET: 79 CY (CUT)
3CG101
03 - KEYSTONE JUNCTION
KEYSTONE GRADING PLAN
D ec
55'
36'
44'
12' 48
25' 76'
92'
98'
101'
55'
36'
55'
45'
21'
10'
55'
36'
21'
36'
36'
55'
44'
21'
R3 0.
0' (T
YP
21'
21'
10'
12'
120+00
121+00
122+00
123+00124+00
125+00
126+00
127+00
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L
LO
W
ER
C
AM
PG
R
O U
N D
\2
-0
-0 4-
C R
.d w g
2/
/2
8:
A
M A
BR
O
W N
DEMOLITION NOTES
REMOVE EXISTING VEGETATION. VEGETATION REMOVAL TO BE LIMITED AS
MUCH AS PRACTICAL TO MAINTAIN CAMPSITE PRIVACY
ABANDON EXISTING DIRT ROAD IN PLACE
LOWER CAMPGROUND DEMOLITION PLAN
4CR101
1" = 20'
SCALE IN FEET
030 30 60
1" = 30'
4CR101
04 - GARNET HILL LOWER
LOWER CAMPGROUND
DEMOLITION PLAN
D ec
120+00
121+00
122+00
123+00124+00
125+00
126+00
1 4
55'(TYP)
(T
YP
21'(TYP)
R30'
(TYP)
25'
76'
85'
(TYP)
64'
(TYP)
13'
92'
GRAVEL ACCESS ROAD,
SEE SECTION 07 - POLE
LINE ROAD SHEETS
TYP
TYP
TYP
STA:120+67.16
OFF:49.57'R
STA:120+65.59
OFF:85.54'R
STA:121+20.54
OFF:87.93'R
STA:121+22.11
OFF:51.96'R STA:120+43.11
OFF:10.00'R
STA:122+81.11
OFF:85.52'R
STA:122+82.09
OFF:49.53'R
STA:123+50.31
OFF:85.15'R
STA:123+43.90
OFF:49.42'R
STA:121+63.83
OFF:86.51'R
STA:121+63.82
OFF:50.51'R
STA:122+18.83
OFF:86.49'R
STA:122+18.82
OFF:50.49'R
STA:124+38.01
OFF:89.87'R
STA:125+29.26
OFF:84.87'R
STA:124+43.59
OFF:54.07'R
STA:125+15.68
OFF:50.11'R
STA:125+05.69
OFF:9.99'R
STA:124+09.79
OFF:10.01'R
STA:122+52.34
OFF:10.00'R
STA:123+36.49
OFF:10.00'R
STA:121+33.82
OFF:10.00'R
STA:121+18.62
OFF:10.00'R
STA:122+14.82
OFF:10.00'R
STA:125+75.85
OFF:80.71'LSTA:125+97.76
OFF:129.81'L STA:125+51.31
OFF:98.33'L
STA:125+70.39
OFF:146.15'L
STA:124+11.12
OFF:148.74'L
STA:124+25.12
OFF:88.43'L
STA:124+55.69
OFF:182.94'L
STA:124+61.63
OFF:189.31'L
STA:124+36.15
OFF:53.88'L
STA:124+25.64
OFF:16.45'L
STA:124+92.88
OFF:113.88'L
STA:124+75.57
OFF:128.59'L
5' M
IN
C
LR
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L
LO
W
ER
C
AM
PG
R
O U
N D
\2
-0
-0 4-
C S.
dw g
2/
/2
8:
A M
K M
AL
VE
ST
U
TO
CONSTRUCTION NOTES
CONSTRUCT 55'x36' INDIVIDUAL CAMPSITE PER DTL 1, DWG CD503.
CONSTRUCT 85'x64' GROUP CAMPSITE PER DTL 2, DWG CD503.
CONSTRUCT GRAVEL ROAD PER DTL 4, DWG CD501.
CONSTRUCT DOUBLE VAULT TOILET PER DTL 1, DWG CD502.
CONSTRUCT TRASH ENCLOSURE PER DTL 2, DWG CD505.
CONTRACTOR TO INSTALL 2 STEEL POSTS FOR "GARNET HILL LOWER
CAMPGROUND" SIGN PER DTL 4, DWG CD504. SIGN TO BE INSTALLED BY BLM.
INSTALL ROCKART KIOSK 03-441 OR APPROVED EQUIVALENT.
REFER TO DTL 2, DWG CD502.
INSTALL VEHICLE PROTECTION BOLLARDS WITH ADA COMPLIANCE PER DTL
6, DWG CD501.
SCALE IN FEET
030 30 60
1" = 30'
LOWER CAMPGROUND SITE PLAN
4CS101
4CS101
04 - GARNET HILL LOWER
LOWER CAMPGROUND SITE PLAN
D ec
FG 6876.87'
FG 6876.87'
FG 6876.15'
FG 6874.71'
FG 6873.80'
FG 6873.08'
FG 6873.80'
FG 6873.08'
FG 6871.98'
FG 6869.82'
FG 6871.98'
FG 6871.26'
-2.0%
-2.0%
-2.0%
-7.6%
-9.3%
-8.5%
(EG 6870.97')
FG 6870.97'
(EG 6871.05')
FG 6871.05'
(EG 6870.64')
FG 6870.64'
(EG 6867.31')
FG 6867.31'
(EG 6866.42')
FG 6866.42'
(EG 6867.98')
FG 6867.98'
'6874'
6875'
6876'
6872'
6877'
6872'
6871' 6873'
6869'
6870' 6871'
6868'
6872'
6873' 6874'
3:1
3:1
3:1
(6872') (6873')
(6874')(6875')(6876')
(6877')(6878')(6879')(6880')(6881')(6882')
(6871')
(6
3'
(68
(6
5'
(68
(68
(68
(68
(6
0')
(6
1')
(6
8'
(6
9'
(6
0'
(6871')
(6872')
(6873')
(6874')
(6875')
(6876')
(6
7'
(6878')(6879')(6880')(6881')(6882')
(6
0'
(6871')
(6872')
(6873')
(6874')
(6875')
(6876')
(6877')(6
8'
(6
9'
(6
0'
(6
1'
(6
2'
(6
3'
(6
4' )(6885')(6
6'
(6
6'
(6867')
(6868')
(6869')
(6
7')
(6
8')
(6869')
(6
0')
(6871')
(6
1'
(6
5'
(6
6'
(6
7'
(6
8'
(6
9' )(6870')(6
1'
(6
1'
(6859')
(6
9'
(6860')
(6
0'
(6861')
(6
1'
(6862')
(6
2'
(6863')
(6
3'
(6
4'
(6864')
(6
5') (6865')
(6
6'
(6866')
(6
7'
(6867')
(6
8'
(6
8'
(6
9'
-0 .0
3:1
3:
3:
3:
3:
3:1
3:1
3:
3:
0.
0%
-0 .0
1+
2+
3+
GARNET HILL LOWER
4CG101
4CG101
CUT/FILL VOLUMES
CUT: 935 CY
FILL: 385 CY
NET: 550 CY (CUT)
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L
LO
W
ER
C
AM
PG
R
O U
N D
\2
-0
-0 4-
C G
.d w g
2/
/2
8:
A
M A
BR
O
W N
SCALE IN FEET
020 20 40
1" = 20'
LOWER CAMPGROUND GRADING PLAN
4CG101
1" = 20'
MATCHLINE
SEE SHEET 4CG102
4CG101
04 - GARNET HILL LOWER
LOWER CAMPGROUND GRADING
PLAN
D ec
FG 6872.24'
FG 6871.52'
FG 6872.24' FG 6871.52'
FG 6869.62'
FG 6866.93'
FG 6867.93'FG 6871.31'
-2.0%
-2.0%
-2.1%
BLDG 6874.00'
BLDG 6874.00'
BLDG 6874.00'
FG 6873.55'
FG 6873.55'
FG 6873.45'
FG 6873.45'
(EG 6871.78')
FG 6871.78'
(EG 6875.78')
FG 6875.78'
(EG 6873.73')
FG 6873.73'
(EG 6872.48')
FG 6872.48'
(EG 6874.35')
FG 6874.35'
(EG 6870.59')
FG 6870.59'
(EG 6865.99')
FG 6866.02'
(EG 6870.72')
FG 6870.72'
(EG 6870.36')
FG 6870.36'
-8.3%
-4.9%
-6.2%
-3.2%
6872'
6869'
6870'
6871'
6871'
6869'
6868'
6870'
6871'
6869'
6870'
6873'
6872'
6873'
6871' 6870' 6869'
'68
3:1
3:1
(6
0' )(6881')
(6882')
(6883')
(6884')
(6885')(6
6'
(6
7'
(6878')
(6879')
(6
4' )(6875')
(6876')
(6877')
(6
3'
(6870')
(6871')
(6872')
(6873')
(6874')
(6875')
(6876')
(6
7'
(6
8')
(68
(6
0')
(6
1'
(6865')
(6866')
(6867')
(6868')
(6869')
(6870')
(6871')
(6872') (6
7'
(6
8'
(6
9'
(6
0'
(6
1'
(6
2'
(68
')(6
4'
(6
5'
(6
6')(6
7'
(6876')
(6877')
(6
1')
(6872') (6873')(6874')(6875')(6876')(6877')(6878')(6879')
(6880')(6881')(6882') (6883')
(6
7'
(6868')(6
9'
(6
0'
(6
1')
(6871')
(6
2')(6
3')
(68
(6875')
(6876') (6877')
(6864')
(6865') (6866')
(6
7'
(6868')(6869')(6870')(6871')
BC 6869.16' BC 6868.72'
3:1
FG 6877.18'
FG 6876.46'
FG 6876.46'
FG 6877.18'
6876'
6878' 6879'
6880'
-2.0%
-6.0%
-0 .8
0.
0%
3:13:
3:
3:
3:
-2.0%
-2 .0
3:
3:
3:1
-0 .0
-5 .0
-5
.0
FG 6873.50'
FG 6873.50'
FG 6873.50'
FG 6873.80'
FG 6873.80'
BLDG 6874.00'
-5.8%
4+
5+
126+00
GARNET HILL LOWER
4CG101
4CG101
CUT/FILL VOLUMES
CUT: 935 CY
FILL: 385 CY
NET: 550 CY (CUT)
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
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O F
TH
E
IN
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RI
O
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BU
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A
U O
F
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M A
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G
EM
EN
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Dr aw n By
G A
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ET
H
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L
RE
C
RE
A
TI
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A
RE
A T
IT
LE
I A
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II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
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M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
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IC
E
EL
Y, N
EV
A
D A
Know what's BELOW.
CALL 811 before you dig.
DIG ALERTCall
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L
LO
W
ER
C
AM
PG
R
O U
N D
\2
-0
-0 4-
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.d w g
2/
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8:
A
M A
BR
O
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SCALE IN FEET
020 20 40
1" = 20'
LOWER CAMPGROUND GRADING PLAN
4CG102
1" = 20'
MATCHLINE
SEE SHEET 4CG101
4CG102
04 - GARNET HILL LOWER
LOWER CAMPGROUND GRADING
PLAN
D ec
.5'
54.9'
36.4'
33.9'
36.8'
21.0'
.9
36.4'
33.9'
.9
.0
54.9'
36.4'
33.9' 21.0'
46.7'
.4' 54.9'
33.9'
.0'54.9'
36.4'
33.9' 21.0'
46.2'
20.0'
86.3'
187.0'
28.2'
21.1'R3 0.
0'
R30.0'
R
.0
R3 0.
0'
86.5'
.6'
.3'
132.9'
.3
31.9'
R4 0.
0' R30.0'
R30.0'
R3 0.
0'
R30.0'
33.6'
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
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S D
EP
A
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EN
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O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
/1
6/
A.
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O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L U
PP
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C
AM
PG
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A
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DEMOLITION NOTES
REMOVE EXISTING VEGETATION. VEGETATION REMOVAL TO BE LIMITED
AS MUCH AS PRACTICAL TO MAINTAIN CAMPSITE PRIVACY
ABANDON EXISTING DIRT ROAD IN PLACE
SCALE IN FEET
030 30 60
1" = 30'
UPPER CAMPGROUND DEMOLITION PLAN
5CR101
1" = 30'
5CR101
05 - GARNET HILL UPPER
UPPER CAMPGROUND
DEMOLITION PLAN
D ec
47.9'
85.0'
.0'
.5'
86.5'
.6'
36.0'
(TYP)
10.5'
46.7'
7.6
46.2'
21.7'
55.0'
(TYP)
3 118.4'
16.5'
52.1'
28.2'
21.1'
86.3'
55' R TURN AROUND
R30.0'(TYP)
.8
20.0'
R40.0'
R3 0.
0'
R30 .0'
R30.0'
5.1'
R30.0'
20.3'
33.6'
PROPOSED GRAVEL ROAD
SEE 07 - POLE LINE ROAD SHEETS
PROPOSED GRAVEL ROAD
SEE 07 - POLE LINE ROAD SHEETS
.3'
TYP
R3'
R3'
8+
159+00
160+00
R30'
N:27896848.52 E:836304.07
N:27896783.85 E:836361.48
N:27896683.51 E:836402.32
N:27896735.96 E:836385.75
N:27896672.66 E:836368.00
N:27896490.69 E:836446.79
N:27896454.55 E:836488.09
N:27896437.38 E:836051.73
N:27896423.85 E:835998.55
N:27896402.12 E:836060.70
N:27896481.52 E:836209.94
N:27896446.92 E:836221.20
N:27896573.53 E:836255.72
N:27896563.15 E:836290.60
N:27896749.37 E:836122.51
N:27896673.97 E:836301.30
N:27896687.36 E:836252.78
N:27896388.6 E:836007.4
N:27896429.9 E:836168.9
N:27896464.6 E:836157.8
N:27896650.0 E:836210.7
N:27896713.6 E:836154.3
N:27896642.0 E:836311.4
N:27896520.9 E:836240.1
N:27896510.6 E:836274.9
N:27896827.2 E:836162.5
N:27896463.4 E:836422.7
N:27896839.1 E:836167.3 30.3'
5.0 ' M
IN CLR
TYP
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
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S D
EP
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EN
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O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
/1
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A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L U
PP
ER
C
AM
PG
R
O U
N D
\2
-0
-0 5-
C S.
dw g
2/
/2
8:
A M
K M
AL
VE
ST
U
TO
SCALE IN FEET
030 30 60
1" = 30'
CONSTRUCTION NOTES
CONSTRUCT 55'x36' INDIVIDUAL CAMPSITE PER DTL 1, DWG CD503.
CONSTRUCT 85'x64' GROUP CAMPSITE PER DTL 2, DWG CD503.
CONSTRUCT GRAVEL ROAD PER DTL 4, DWG CD501.
CONSTRUCT DOUBLE VAULT TOILET PER DTL 1, DWG CD502.
CONSTRUCT TRASH ENCLOSURE PER DTL 2, DWG CD505.
CONTRACTOR TO INSTALL 2 STEEL POSTS FOR "GARNET HILL UPPER
CAMPGROUND" SIGN PER DTL 4, DWG CD504. SIGN TO BE INSTALLED BY BLM.
INSTALL ROCKART KIOSK 03-441 OR APPROVED EQUIVALENT.
REFER TO DTL 2, DWG CD502.
INSTALL VEHICLE PROTECTION BOLLARDS WITH ADA COMPLIANCE PER DTL
6, DWG CD501.
UPPER CAMPGROUND SITE PLAN
5CS101
1" = 30'
5CS101
05 - GARNET HILL UPPER
UPPER CAMPGROUND SITE PLAN
D ec sabrewer Oval sabrewer Oval sabrewer Oval sabrewer Oval
Oval
FG 7173.81'
FG 7179.71'
FG 7173.81'
FG 7172.00'
FG 7172.00'
FG 7172.00'
BLDG 7174.80'
BLDG 7174.80'
BLDG 7174.90'
BLDG 7174.90'
FG 7179.07'
FG 7178.35'
FG 7178.35'
FG 7179.07'
FG 7174.46'
FG 7175.09'
-7.4%
-6 .9
-3.4%
-4.6%
2:1
2:1
-2.
0%
-0.0%
-2.0%
-0 .0
7161'
7162'
7163'
7164'
7165'
7166'
7167'
7168'
7169'
7170'
7171'7172'7173'
7174'
7175'
' 71
7179'
7180'
7181'
7182'
7183'
7173'
7170'
FG 7174.40'
FG 7174.40'
FG 7172.00'
FG 7174.25'
FG 7174.25'
2:
2:
2:1
2:1
2:1 FG 7171.10'
FG 7174.32'
FG 7177.66'
FG 7179.07'
FG 7175.06'
FG 7180.22'
FG 7171.47'
FG 7174.03'
FG 7170.82'
FG 7169.46'
FG 7174.46'
(EG 7182.40')
FG 7182.40'
(EG 7183.71')
FG 7183.71'
(EG 7160.18')
FG 7160.18'
(EG 7160.80')
FG 7160.84'
(EG 7180.03')
FG 7180.06'
(EG 7178.03')
FG 7178.09'
(EG 7175.07')
FG 7175.07'
(EG 7173.89')
FG 7173.89'
(EG 7165.19')
FG 7165.19'
(EG 7164.04')
FG 7164.04'
FG 7166.87'
-5 .3
-5.0%
-5 .2
FG 7174.40'
FG 7174.40'
FG 7174.24'
FG 7174.60'
FG 7174.60'
-2.
0%
-4.
9%
-4.9%
-2.
7%
-1.8%
(7165')
(7160')
(7155')
(7150')
(7145')
(7140')
(7
0')
(7
5'
(7
0'
(7
5'
(7
0'
(7180')
(7175') (7170')
(7165')
(7160')
(7155')
(7150')
(7
5'
(7
0'
(7170')
(7175')
(7180')
-8 .0
-2.0%
-2.0%
-3.6%
-2.0%
-2.0%
-2.
0%
-2.
0%
-17 .4%
5CG101
5CG102
05 - GARNET HILL UPPER
CUT/FILL VOLUMES
CUT: 1160 CY
FILL: 3680 CY
NET: 2520 CY (CUT)
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L U
PP
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C
AM
PG
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O U
N D
\2
-0
-0 5-
C G
.d w g
2/
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A
M A
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O
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MATCHLINE
SEE SHEET 5CG102
UPPER CAMPGROUND GRADING PLAN
5CG101
1" = 20'
SCALE IN FEET
030 30 60
1" = 30'
5CG101
05 - GARNET HILL UPPER
UPPER CAMPGROUND GRADING
PLAN
D ec
FG 7190.49'
FG 7190.49'
FG 7191.02'
FG 7191.21'
-2.0%
-10.7%
FG 7190.03'
FG 7190.03'
FG 7190.75'
FG 7190.75'
FG 7197.17'
FG 7196.45'
FG 7196.45'
FG 7197.17'
FG 7198.17'
FG 7198.15'
FG 7191.66'
FG 7193.44'
FG 7191.78'
FG 7195.79'
FG 7199.34'
FG 7200.90'
FG 7197.59'
FG 7191.83'
FG 7195.78'
FG 7199.34'
-2 .0
-2 .0
-7 .2
-5 .0
-4.8%
-7.1%
-1.
6%
-0.
0%
FG 7212.46'
FG 7212.72'
FG 7213.71'
FG 7212.91'
(7200')
(72
(7205')
(7200')
(7195')
7195'
7192'
7193'
7194'
7190'
7190'
7185'
7191'
7194'
7195'
7196'
7197' 7198'
7192'71
7200'
7191'
7192'
7193'
7197'
7198'7198'
7199'
7199'
7195'
7212'
7214'
7216'
7211'
7213'
7210'
7205'
7200'
7212'
2:1
2:1
2:1
2:1
2:
2:
2:1
2:1
-0 .0
(7175')
(7170')
(7165')
(7180')
(7185')
(7190')
(7195')
(7200')
(7205')
(7205')
(7
5')
(71
(71
(7180')
(71
(7170')
(7
5')
(7160')
(7195')
(7190')
(7185')
(7180')
(7175')
(7170')
(7165')
(7160')
(7155')
(7150')
(7200')
(7195')
(7200')
(7210')
(7205')
(7200')
(7195')
(7190')
(7185')
(7185')
(7190')
(7195')
(7195')
(7190')
(7
5')
CUT/FILL VOLUMES
CUT: 1160 CY
FILL: 3680 CY
NET: 2520 CY (CUT)
5CG101
5CG102
05 - GARNET HILL UPPER
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
v. #
De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
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S D
EP
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O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
Dr aw n By
G A
RN
ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
ES
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
D
IS
TR
IC
T O
FF
IC
E
EL
Y, N
EV
A
D A
/1
6/
A.
BR
O W
N D
.K
EL
LE
Y
0%
CO
NS
TR
UC
TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
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MATCHLINE
SEE SHEET 5CG101
UPPER CAMPGROUND GRADING PLAN
5CG102
1" = 20'
SCALE IN FEET
020 20 40
1" = 20'
5CG102
05 - GARNET HILL UPPER
UPPER CAMPGROUND GRADING
PLAN
D ec
LIMIT OF TRAILHEAD
PARKING DEMO
LIMIT OF TRAILHEAD
PARKING DEMO
LIMIT OF TRAIL DEMO
LIMIT OF TRAIL DEMO
EX ROCK HOUNDING AREA
EX ROCK HOUNDING AREA
EX ROCK HOUNDING AREA
29.0'4
368.0'
213.0'
38.1'
.6
96.3'
23.9'
20.0'
.0
29.4'
23.6'
166+00
167+00
168+00
168+47
BL
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A T
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RV
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BU
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0L
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\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
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SCALE IN FEET
050 50 100
1" = 50'
OVERALL MAIN TRAILHEAD
6CR101
1" = 50'
DEMOLITION NOTES
CLEAR AND GRUB EXISTING VEGETATION
ABANDON EXISTING DIRT ROAD IN PLACE
DEMOLISH EXISTING RETAINING WALL
REMOVE EXISTING (47) STEEL POST BOLLARDS. CONTRACTOR SHALL DETERMINE IF THEY
CAN BE REUSED. IF NOT REUSED, RETURN TO BLM.
REMOVE EXISTING PICNIC TABLE AND BBQ
DEMOLISH EXISTING WOODEN STAIRS
DEMOLISH EXISTING VAULT TOILET PER NDEP STANDARDS. DISPOSE OF OFF-SITE.
6CR101
06 - GARNET HILL MAIN TRAIL
MAIN TRAIL DEMOLITION PLAN
D ec
289.8'
PROPOSED BUS
& TRAILER
PARKING AREA
PROPOSED
PARKING
AREA
78.1'
48.4'
.0
(7278')
(7280')
(7282')
(7284')
(7286')
(7274')(7272')(7270') (7268')
(7
2'
(7
0'
(7
8'
(7
6') (7
4'
(7
6'
(7266')
(7268') (7266')
(7264')
(7262')
(7260')
(7258')
(7256')
(7254') (7
6'
(7
4'
(7
2' ) (7
8'
(7
0'
(7
8'
(7
6'
(7
4'
(7
2'
(7
8'
(7252') (7254')
(7256') (7258')
(7260') (7262') (7264')
(7266') (7268')
(7270')
(7272')
(7274')
(7276')
(7278')
(7260') (7262')
(7276')
167+00
168+00
168+47
CL POLE LINE
RD
EX. DIRT ROAD
(PROTECT IN
PLACE)
164.33'
213.91'
265.85'
PROPOSED ADA
PARKING AREA
TYP
N:27897410.27 E:835694.40
N:27897479.10 E:835715.63
N:27897351.7 E:835053.6
N:27897430.8 E:835134.3
N:27897490.7 E:835122.4
N:27897471.6 E:835267.6
N:27897550.3 E:835413.7
N:27897533.1 E:835351.7
N:27897561.21 E:835432.22
N:27897722.8 E:835444.9
N:27897695.2 E:835408.1
N:27897503.97 E:835560.55
N:27897602.95 E:835493.87
N:27897540.60 E:835536.26
N:27897503.53 E:835156.58
N:27897462.19 E:835177.47
N:27897685.4 E:835419.1
67.5'R
.5 'R
.0
5'
S1 1°
0'
6"
E
398.0'R
47.5'R
77.5 'R
87.
5'
R
92.5'R
5'
5'
5'
BL
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CU
ME
NT
S
0L
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P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
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SCALE IN FEET
040 40 80
1" = 40'
OVERALL MAIN TRAILHEAD
6CS101
1" = 40'
CONSTRUCTION NOTES
CONSTRUCT INDIVIDUAL DAY-USE PICNIC SITE PER DTL 4, DWG CD503.
CONSTRUCT GROUP DAY-USE PICNIC SITE PER DTL 5, DWG CD503.
CONSTRUCT GRAVEL ROAD PER DTL 2, DWG CD504.
CONSTRUCT TRASH ENCLOSURE PER DTL 2, DWG CD505.
CONSTRUCT ADA COMPLIANT CONCRETE PATH. LONGITUDINAL SLOPE
NOT TO EXCEED 5% AND CROSS SLOPE NOT TO EXCEED 2%.
CONSTRUCT 4' MAX. MASONRY RETAINING WALLS PER DTL 2, DWG CD501.
CONSTRUCT 16' DIAMETER CONCRETE VIEWING AREA. 4" CONCRETE
OVER 6" TYPE II AGGREGATE BASE.
CONTRACTOR TO COORDINATE WITH BLM ON MEANS AND METHOD FOR
REWORKING THE EXISTING ROCK HOUNDING AREAS IN ORDER TO
CREATE SMALLER, PUBLIC SAFE SIZED ROCK.
CONSTRUCT DOUBLE VAULT TOILET PER DTL 1, DWG CD502.
CONTRACTOR TO INSTALL 3 STEEL POSTS FOR "GARNET HILL MAIN
TRAILHEAD" SIGN PER DTL 5, DWG CD504. SIGN TO BE INSTALLED BY BLM.
INSTALL ROCKART KIOSK 03-441 OR APPROVED EQUIVALENT.
REFER TO DTL 2, DWG CD502.
INSTALL VEHICLE PROTECTION BOLLARDS WITH ADA COMPLIANCE PER DTL 6,
DWG CD501.
12 6CS101
06 - GARNET HILL MAIN TRAIL
MAIN TRAIL SITE PLAN
D ec sabrewer Oval sabrewer Oval
Oval
11+00
FG 7286.13'
(7254')
(7256')
(7258')
(7260')
(7262') (7264')
(7266')
(7272')
(7274')
(7276')
(7278') (7280')
(7
2'
(7286')
(7
8'
(7
4'
(7
2'
(7
6'
(7268')
(7270')
(7274')
(7276')
(7278')
(7280')
(7282')
(7284')
(7286')
(7288')
(7290')
(7292')
(72
')(72
(72
')(7
4' )(7
6'
(72
(7
2')
(7
2')
(7
4')
(72
(7300') (7296')(7294')(7292')
(72
')(7286')(7284')(7282')
(7
8'
(7
6' ) (7284')
(7
0'
(7278')
(7266')
(7264')
(7262')
(7260')
(7258')
(7
8')
(7
6'
(7
4')
(7
2'
(7
0')(7
8')
(7
6')
(7
4')(7
2')
(7
0')(7
6')
(7
0'
(7
2'
(7272')
(7260')
(7246')
(7252')
(7260')
(7266')
(7
6'
(7
2'
(7
0'
(7262')
(7
2')(7
6'
(7
6'
(7266')
FG 7276.32'
FG 7273.23'
FG 7268.20'
FG 7273.95'
FG 7276.05'
FG 7278.10'
FG 7280.87'
FG 7287.19'
' 7270'
7268'
7270'
7272'7274' 7274'
7286'
FG 7273.67'
FG 7278.17'
7276'
7278'
7280' 7282'
EG (7287.2')
-4.6%
-4.6%
4.5%
4.
6%
4.6%
4.6%
-4 .6
FG 7287.02'
FG 7287.05'
FG 7287.26'
-4.2%
7280'
7284' 7286'
7268' 7270'
' 72
7270'
7268'
7280'
EX. ROCK HOUNDING AREA
(PROTECT IN PLACE)
EX. ROCK HOUNDING AREA
(PROTECT IN PLACE)
FG 7284.01'
FG 7283.54'
FG 7284.01'
FG 7283.99'
FG 7283.54'
FG 7284.04'
FG 7284.07'
FG 7284.10'
FG 7285.59'
-4.5%
-4.5%
-4.6%
7276'
7278'
7280'
7282'
TRW 7285.55'
FG 7284.05'
TF 7283.54'
TRW 7285.55'
FG 7285.55'
TF 7282.20'
BL
M
Pr oj ec t #
Ch ec ke d
By
Re vis io n
Iss ue
Re
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De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
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D S
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IN
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RI
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BU
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A
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Dr aw n By
G A
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A
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A T
IT
LE
I A
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BU
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CU
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0L
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P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
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SCALE IN FEET
030 30 60
1" = 30'
OVERALL MAIN TRAILHEAD - ADA CONCRETE PATH
6CG101
1" = 30'
6CG101
06 - GARNET HILL MAIN TRAIL
MAIN TRAIL GRADING PLAN 1
06 - GARNET HILL MAIN TRAIL
6CG101
6CG102
M
AT
C H
LI
N
E
SE
E
SH
EE
T
6C G
6CG101
NOTE TO CONTRACTOR
ADA COMPLIANT CONCRETE PATH TO BE CONSTRUCTED WITH SLOPES NOT TO
EXCEED 4.8% LONGITUDINAL SLOPE 2% TRANSVERSE SLOPE.
INTENT IS TO PROVIDE ADA ACCESS FROM PARKING AREA AND DAY USE PICNIC
SITES TO UPPER AND LOWER ROCK HOUNDING AREAS.
ENLARGED GRADING PLAN
6CG101
1" = 10'
D ec
EG (7261.8')
EG (7272.4')
FG 7272.4'
FG 7283.68'
EG (7301.1')
11+59
10+00
+0
14+69
10+00
11+00
12+00
13+00
14+00
FG 7277.84'
FG 7286.13'
EG (7288.1')
EG (7301.0')
EG (7299.2')
EG (7276.4')
(7254')
(7256')
(7258') (7260')
(7262')
(7264')
(7266')
(7268')
(7278')
(7
0'
(7
2'
(7
4'
(7296')
(7
8'
(7
2'
(7
4'
(7318')
(7316')
(7314') (7312')(7310')
(7308')
(7306')
(7304')
(7302')
(7258')
(7
2')
(7264')
(7
6')
(7268')
(7270')
(7272') (7274')
(7276')
(7278')
(7280')
(7282')
(7284')
(7286')
(7288')
(7282')
(7284')
(7288') (72
(7292')(72
(7298') (7300')
(7302') (7304')
(7306')
(7308')
(7310')
(7312')
(7314')
(7254')
(7256')
(7258')
(7260')
(7262')
(7264')
(7266')
(7272')
(7274')
(7276')
(7278') (7280')
(7
2'
(7286')
(7
8'
(7
4'
(7
2'
(7
8'
(7
6')(7
4')
(7
8'
(7
2'
(7
4')
(7
6')
(72
(7
6'
(7266')
FG 7282.99'
EG (7279.0')
FG 7289.69'
EG (7285.7')
FG 7296.38'
EG (7292.4')
FG 7306.44'
EG (7302.7')
FG 7297.37'
EG (7293.5')
FG 7301.81'
EG (7298.0')
FG 7276.32'
7264'
7266' 7268'
7272' 7274'
7276' 7278'
7286'
7286'
FG 7293.21'
EG (7292.1')
FG 7282.69'
FG 7285.31'
FG 7278.17'
7276'
7278'
7280'
7282'
-4.6%
-4 .6
0.5%
-4.6%
FG 7287.54'
FG 7287.34'
FG 7285.89'
FG 7285.41'
FG 7283.37'
FG 7282.96'
FG 7282.72'
FG 7282.78'
FG 7287.02'
FG 7287.05'
FG 7287.26'
FG 7287.29'
-4.2%
-3.2%
7268'
7270'
7272'
7274'
7276'
7278'
7280'
7284' 7286'
7282'
7284'
7280'
7288'
7286'
7284'
7282'
7280'
7278'
7276'
7274'
7272'
7270'
FG 7275.51'
-12.4%
-4.6%
EX. ROCK HOUNDING AREA
(PROTECT IN PLACE)
11+00
FG 7288.12'
FG 7285.59'
TRW 7285.55'
3.1%
FG 7288.00'
FG 7288.00'
FG 7288.00'
FG 7288.00'
FG 7288.41'
FG 7288.31'
FG 7288.11'
FG 7288.11'
FG 7288.31'
FG 7288.41'
-2.0%
-2.0%
-1.0%
BL
M
Pr oj ec t #
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By
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Iss ue
Re
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De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
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D S
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IN
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BU
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Dr aw n By
G A
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L
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C
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A
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A
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A T
IT
LE
I A
N D
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RV
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BU
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A
U O
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0%
CO
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TR
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DO
CU
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0L
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P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L M
AI
N
T R
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LH
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2/
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A
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SCALE IN FEET
030 30 60
1" = 30'
GARNET HILL MAIN TRAIL PARKING AREA
6CG102
1" = 20'
6CG103
6CG103
CUT/FILL VOLUMES
CUT: 4970 CY
FILL: 1795 CY
NET: 3175 CY (CUT)
6CG102
06 - GARNET HILL MAIN TRAIL
MAIN TRAIL GRADING PLAN 2
06 - GARNET HILL MAIN TRAIL
6CG101
6CG102
M
ATC
H
LIN
E
SEE SH
EET 6C
G
ENLARGED GRADING PLAN
6CG102
1" = 10'
6CG102
D ec
10+00 11+00 11+59
10+00 11+00 11+59
CROSS SECTION AREA (SQFT)
CUT: 1,103.0
FILL: 0
4' M
AX TY
P
5'
TYP
10+00 11+00 12+00 13+00 14+00 14+69
10+00 11+00 12+00 13+00 14+00 14+69
CROSS SECTION AREA (SQFT)
CUT: 1980.8
FILL: 277
48'
GROUP DAY USE SITE
328'
GRAVEL PARKING AREA
BL
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Pr oj ec t #
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De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
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IN
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RI
O
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BU
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A
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EN
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Dr aw n By
G A
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ET
H
IL
L
RE
C
RE
A
TI
O N
A
RE
A T
IT
LE
I A
N D
II
SE
RV
IC
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BU
RE
A
U O
F
LA
N D
M A
N A
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EN
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Y, N
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O W
N D
.K
EL
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Y
0%
CO
NS
TR
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TI
ON
DO
CU
ME
NT
S
0L
D
P:
\P ro je ct s\
BL
M
N
V
C A
ID
IQ
\T as k O rd er s\ Ta sk
- G ar ne t H ill
R ec re at io n
Ar ea
T itl e I &
II
S er vi ce s\
En gi ne er in g\
D ra w in gs \P ro du ct io n D ra w in gs
\0
- G
AR
N
ET
H
IL
L M
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N
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LH
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SCALE IN FEET
020 20 40
1" = 20'
SECTION 2
6CG102
HOR 1" = 20' | VERT 1" = 20'
SECTION 1
6CG102
HOR 1" = 20' | VERT 1" = 20'
CUT VOLUME
FILL VOLUME
GRADING SECTION LEGEND
6CG103
06 - GARNET HILL MAIN TRAIL
MAIN TRAIL GRADING SECTIONS
D ec
208-003-07 PROFILE
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+82
STA:10+41.30
BEGIN NEW GRAVEL ROADWAY
200' NDOT RIGHT-OF-WAY
(HIGHWAY 50)
CL
HIGHWAY 50
FINISHED GRADE
5.00%
4.25%
5.00%
0.50% 3.23%
G R
AD
E
BR
EA
K
ST
A
+4
1.
EL
EV
4.
G R
AD
E
BR
EA
K
ST
A
+0
0.
EL
EV
7.
G R
AD
E
BR
EA
K
ST
A
+9
6.
EL
EV
0.
PVI STA: 11+00.00
PVI ELEV: 6725.25
K: 18.29
LVC: 50.00
BV
C
S:
0+
.0
BV
C
E:
5.
EV
C
S:
1+
.0
EV
C
E:
6.
PVI STA: 12+50.73
PVI ELEV: 6730.13
K: 56.59
LVC: 100.00
BV
C
S:
2+
.7
BV
C
E:
8.
EV
C
S:
3+
.7
EV
C
E:
2.
PVI STA: 19+11.27
PVI ELEV: 6760.93
K: 250.00
LVC: 250.00
BV
C
S:
7+
.2
BV
C
E:
4.
EV
C
S:
0+
.2
EV
C
E:
5.
EX GROUND
LINCOLN HW
Y
9+00
10+00
11+00
12+00
13+00 14+00 15+00 16+00 17+00 18+00 19+00
HI
GHW
AY
RO
W
HIG
HW
AY
(P
AV
ED
(6720') (6725')
(6
5')
(6725')
(6
0'
(6730')
(6735') (6
0'
(6
5')
(6750')
(6755')
(6760')
(6765')
(6725')
(6730')
(6735') (6740') (6745') (6750')
(6755')
(6760')
(6765') (6770') (6775')
1N30°42'19"E 170.54'
N36°21'05"E 387.93'
N73°06'16"E 107.46'
150'R
200'R
1350'R
BP
: 9
+0 0.
PC
: 1
0+
.4
PC
: 1
2+
.0
PC
: 1
6+
.6
PT
: 1
1+
.4
PT
: 1
3+
.7
BEGIN CONSTRUCTION
STA:10+41.30
MATCH EXISTING
CONSTRUCTION NOTES
INSTALL 8" AGGREGATE BASE COURSE OVER 12" NATIVE SUBGRADE.
SUBGRADE TO BE COMPACTED TO 90% PER DTL 2, DWG CD504.1
SCALE IN FEET
040 40 80
1" = 40'
POLE LINE ROAD PLAN & PROFILE
7CP101
HORIZ: 1" = 40' | VERT: 1" = 4'
BL
M
Pr oj ec t #
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By
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Iss ue
Re
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De sc rip tio n Da te
Pr oj ec t S ta tu s Iss ue D at e
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U…
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