Attachment_2b_Hot_Well_Dunes_Drawings_Split_Part_2.pdf
PDF 11 MB Posted
- Attached to
- GAOA HOT WELL DUNES CAMPGRND IMPRVMNTS
- Solicitation number
- 140L0625B0012
About this file
The documents are road design and construction drawings for the Hot Well Dunes Recreation Area Improvements project for the Bureau of Land Management's Safford Field Office in Arizona. The detailed engineering plans cover a 1.65-mile site road from stations 0+00 to 30+00, showing proposed road grading, stabilization, and infrastructure improvements.
Key design elements include a 25-foot wide road with 6-inch rolled aggregate base, multiple road sections with varying elevation profiles, installation of a 2-inch water line, multiple campsites (numbered 1-9), a camp host site, fee station, culverts, signage, and site furnishings like fire pits, grills, and site markers. The project includes an Additive Option #1 for overexcavation, grading, and road stabilization, excluding the water line installation. The drawings are dated 2024/10/28, prepared by GLHN Architects & Engineers, with detailed road cross-sections, horizontal and vertical alignments, and site layout information.
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Text version
CP-100
CP-101
MISC
MISC
MISC
C G
R D
G
TE
PPT-100200
PPT-100202
PPT-100203
0+00 1+00
2+00
3+00
4+00
5+00
6+00 7+00 8+00 9+00
10+00
W W
W
WW
LO
D
LOD LOD LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LO
D
STA. 0+00
N:554316.31 E:923905.19
N85° 08' 21.51"E L=39.10'
S57° 24' 44.85"E
L=144.69'
N89° 14' 02.03"E L=124.23'
L=321.91'
Δ=33.3536 R=552.98'
PC: 0+39.10
N :554319.62 E: 923944.15
PC: 3+49.14
N :554202.78 E: 924223.76
PC: 7+95.28
N :554117.43 E: 924653.20
PT: 2+04.45
N :554280.70 E: 924101.85
PT: 6+71.05
N :554115.77 E: 924528.98
STA 4+80.36
23.69' RT
STA 5+83.36
20.49' RT
-0.63%
-1.50%
L=253.63'Δ=14.5319
R=1000.00'
L=165.36'
Δ=37.4482 R=252.99'
CO
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P/T - Car and Camper Trailer
P - Pa sseng er Ca r
P - Passenger Car
P - Pa sseng er Ca r
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3370.07'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3375.79'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3374.91'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3370.31'
2+00.00
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3370.83'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3373.38'
8+00.00
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3377.41'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3379.18'
ALL RIGHTS RESERVED
PROJECT NO.: 20049.06
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
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87654321
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871 COPYRIGHT 2024 GLHN ARCHITECTS & ENGINEERS, INC.
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N A
HO
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W
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L D
UN
ES
HOT WELL DUNES SITE ROAD STA 0+00.00 - 10+00.00
20 40 80
CG101
RO
A
D P
LA
N
S
EC
TIO
N S
ST
A
. 0 +0
- S
TA
. 1
0+
LVL
TLH
DCM
HA
EKEL RO
A D
REC AREA ROAD
M A
TC
HL
IN
E
+0
- S
EE
S
HE
ET
C G
GRADE AND STABILIZE 25'
WIDE EXISTING ROAD
SEE SECTION 1 SHEET
CG501
FEE STATION
SEE SHEET CS100
KEY PLAN
EXISTING CATTLE GUARD
PROTECT IN PLACE
CONTROL POINT 101
N.554322.32 E.923845.28
CONTROL POINT 100
STA.6+11.67, 44.04' LT.
N.554162.0410 E.924473.7830
CG101
CG101
1 SITE ROAD SECTION 0+40.00 4 SITE ROAD SECTION 04+25.00
SITE KEYNOTES#
4. INSTALL NEW 2" WATER LINE, SEE TRENCH DETAIL 3,
SHEET CS502.
11. INSTALL NEW FEE SITE SIGN PER ARCHITECTURAL
DETAIL 15, SHEET A-101. FOOTING , MIN. DEPTH 18"
BELOW FINISHED GRADE.
# SITE FURNISHINGS KEYNOTES
CG101
CG101
CG101
CG101
CG101
CG101
2 SITE ROAD SECTION 01+00.00
3 SITE ROAD SECTION 02+00.00 6 SITE ROAD SECTION 06+30.00
5 SITE ROAD SECTION 05+25.00
7 SITE ROAD SECTION 08+00.00
8 SITE ROAD SECTION 09+50.00
EXISTING GRADE PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE PROPOSED
GRADE
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
LOCAL LOW POINT AT STA 4+00
STA. 3+85 ELEV 3373.10
STA 4+00 ELEV 3372.75
STA 4+10 ELEV 3373.10
7'
SITE ROAD
ADDITIVE 1
ADDITIVE #1 CONSISTS OF FURNISHING ALL LABOR,
MATERIALS, EQUIPMENT AND OTHER RESOURCES NEEDED TO
OVEREXCAVATE, GRADE AND STABILIZE THE 25' WIDE x 1.65 MILE SITE
ROAD, INCLUDING MAJOR TURNOUTS, WITH 6" ROLLED AGGREGATE
BASE. EXCLUDES THE 2" WATERLINE TO BE PLACED PER PLAN (BASE
CONTRACT).
A D
D
ITI
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MISC
PTBL
MISC
TBTB
PPT-100206 FIRE PIT
GRILL
DIRT ROADWAY
DIRT ROADWAY
10+00 11+00 12+00 13+00 14+00
15+00
16+00
17+00
18+00
19+00
20+00
W
W
W
W
W
W
WWWW
G A
S
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLOD
N:554498.93 E:925687.27
PC: 13+26.91
N :554226.12 E: 925171.82
PC: 15+22.94
N :554328.17 E: 925337.56
PC: 17+38.40
N :554428.63 E: 925527.96
PT: 10+48.91
N :554152.77 E: 924903.67
PT: 14+20.31
N :554266.83 E: 925255.28
PT: 15+66.01
N :554350.82 E: 925374.13
PT: 19+47.93
N :554530.58 E: 925710.95
N74° 42' 07.02"E L=277.99'
N53° 17' 43.81"E
L=102.63'
N63° 10' 03.43"E
L=172.38'
L=93.40'Δ=21.4064
R=250.00'
L=43.08' =9.8721
R=250.00'
STA 17+21.46
14.50' RT
STA 18+05.20
17.00' RT
L=209.53'Δ=4.5820
R=2620.13'
-1.18%
-1.42%
-1.30%
24" CMP CULVERT
INV EL=3367.72'
24" CMP CULVERT
INV EL=3366.80'
24" CMP CULVERT
INV EL=3367.27'
24" CMP CULVERT
INV EL=3366.41'
PARK SIGN
STOP SIGN
PARK SIGN
CATTLEGUARD
GRILL
CARSONITE POST
"NO CAMPING"
CARSONITE POST
"NO CAMPING"
BOULDER
CARSONITE POST
"NO MOTOR VEHICLES"
GRILL
3" PVC CULVERT
INV EL=3371.49'
3" PVC CULVERT
TOP EL=3372.05'
BOULDER
FIRE PIT
GRILL
GRILL
FIRE PIT
GRILL
FIRE PIT
SMALL CONEX
FIRE PIT
FIRE PIT
"SLOW 10MPH"
RULES AND PERMITS
CARSONITE POST
"NO CAMPING"
CARSONITE POST
"NO CAMPING"
CARSONITE POST
"NO CAMPING"
SEPTIC CLEANOUT
3" PVC CULVERT
INV EL=3434.87'
3" PVC CULVERT
INV EL=3435.15'
3" PVC CULVERT
INV EL=3435.31'
PARK SIGN
CATTLEGUARD
SWINGING
RANCH GATE
5' BARBED W
IRE FENCE
5' BAR
BED
W
IR
E FEN
C
E
5' BARBED W
IRE FENCE
5'
BA
RBE
D W
IR
E
FE
NCE
5' BARBED WIRE FENCE
5' BAR
BED
W
IR
E FEN
C
E
5' BARBED WIRE FENCE
5' BARBED WIRE FENCE
"BE SAFE AND LEGAL"
BLANK SIGN
BOULDER
BOULDER
RESTROOM
"NO MOTOR VEHICLES"
PUMP HOUSE
RESTROOM
STEEL BOX 3'X4'X1.5'
5' B
AR
BE
D W
IR
E
FE
N
C E
W
IT
H W
O O
D P
O
ST
S
5' BAR
BED
W
IR
E FEN
C
E W
ITH
W O
O D
PO
STS
SWINGING
RANCH GATE
POND WATER
ELEVATION = 3364.11±
DIRT PARKING AREA
DIRT ROADWAY
DIRT ROADWAY
DIRT ROADWAY
DIR
T R
OADWAY
DIRT PARKING AREA
PAVED ROADW
AY
PAVED RO
ADW
AY
PA
VE
D R
O
AD
W
AY
DIRT ROADWAY
DIRT ROADWAY
DIRT ROADWAY
DIRT ROADWAY
DIRT ROADWAY
DIRT ROADWAY
3" PVC CULVERT
INV EL=3435.90'
3" PVC CULVERT
INV EL=3435.01'
3" PVC CULVERT
INV EL=3435.15'
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Passenger Car P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Pa sseng er Ca r
P - Passenger Car
P - Pa sseng er Ca r
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3389.07'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3390.13'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3380.55'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3381.71'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3386.17'
0' 10' 20' 30' 40'0'-10'-20'-30'
℄ ELEV = 3391.68'
ALL RIGHTS RESERVED
PROJECT NO.: 20049.06
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
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AU
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87654321
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871 COPYRIGHT 2024 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
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HOT WELL DUNES SITE ROAD STA 10+00.00 - 20+00.00
20 40 80
CG102
RO
A
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LA
N
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N S
ST
A
. 1 0+
ST
A
. 2 0+
LVL
TLH
DCM
M A
TC
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IN
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M A
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GRADE AND STABILIZE 25'
WIDE EXISTING ROAD
SEE SECTION 1, SHEET CG501
GRADE AND STABILIZE 25'
WIDE EXISTING ROAD
SEE SECTION 1, SHEET CG501
REC AREA ROAD
CAMPSITE #1, CAMP HOST
SEE SHEET CS100
KEY PLAN
1 SITE ROAD SECTION 10+50.00 4 SITE ROAD SECTION 17+10.00
CG102
CG102
SITE KEYNOTES#
4. INSTALL NEW 2" WATER LINE, SEE TRENCH DETAIL 3,
SHEET CS502.
12. INSTALL NEW CAMP HOST SITE SIGN PER
ARCHITECTURAL DETAIL 9, SHEET A-101. FOOTING ,
MIN. DEPTH 18" BELOW FINISHED GRADE.
# SITE FURNISHINGS KEYNOTES
6. INSTALL NEW POST AND SITE MARKER PER
ARCHITECTURAL DETAIL 7, SHEET A-100. FOOTING, MIN
DEPTH 18" BELOW FINISHED GRADE.
CAMPSITE #2
CAMPSITE #3
CG102
CG1021
CG102
CG102
2 SITE ROAD SECTION 11+25.00 5 SITE ROAD SECTION 17+85.00
3 SITE ROAD SECTION 15+00.00 6 SITE ROAD SECTION 18+80.00
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE EXISTING GRADE
PROPOSED
GRADE
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
7'
SITE ROAD
ADDITIVE 1
ADDITIVE #1 CONSISTS OF FURNISHING ALL LABOR,
MATERIALS, EQUIPMENT AND OTHER RESOURCES NEEDED TO
OVEREXCAVATE, GRADE AND STABILIZE THE 25' WIDE x 1.65 MILE SITE
ROAD, INCLUDING MAJOR TURNOUTS, WITH 6" ROLLED AGGREGATE
BASE. EXCLUDES THE 2" WATERLINE TO BE PLACED PER PLAN (BASE
CONTRACT).
A D
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CP-103
PPT-108
PPT-110
PTBL
PTBL
CO
20+00
21+00
22+00
23+00 24+00 25+00 26+00
27+00
28+00
29+00 30+00
W
W
WWW
W
W
W
LODLOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LO
D
LO
D 33
PC: 21+69.62
N :554646.13 E: 925900.15
PC: 26+10.87
N :554698.81 E: 926330.48
PC: 28+10.70
N :554647.10 E: 926521.96
PT: 24+00.35
N :554704.68 E: 926120.03
PT: 27+53.85
N :554668.98 E: 926469.49
PT: 29+61.17
N :554625.27 E: 926669.29
N58° 35' 08.28"E
L=221.69'
S88° 24' 13.84"E L=210.53'
S67° 22' 05.35"E L=56.86'
L=230.72'Δ=33.0105
R=400.46'
L=142.97' =21.0357 R=389.42'
L=150.47' =28.4073 R=303.49'
STA 22+91.02
17.39' RT
STA 25+93.86
15.95' RT
STA 29+00.43
17.39' RT
-1.63% -1.57%
CO
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Pa sseng er Ca r
P - Passenger Car P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P - Passenger Car
P/T - Car and Camper Trailer
P - Pa sseng er Ca r
P - Passenger Car
P - Pa sseng er Ca r
0' 10' 20' 30' 40' 50' 60'0'-10'-20'-30'
℄ ELEV = 3397.57'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3399.86'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3409.52'
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3403.26'
27+00.00
0' 10' 20' 30'0'-10'-20'-30'
℄ ELEV = 3405.72'
ALL RIGHTS RESERVED
PROJECT NO.: 20049.06
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F LA
ND
M
AN
AG
EM
EN
T
D
C
B
A
E
F
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B
E
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87654321
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871 COPYRIGHT 2024 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
B lv d , T uc so n, A
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1.
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.c om
65432
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HOT WELL DUNES SITE ROAD STA 20+00.00 - 30+00.00
20 40 80
CG103
RO
A
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ST
A
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ST
A
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TLH
DCM
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GRADE AND STABILIZE 25'
WIDE EXISTING ROAD
SEE SECTION 1, SHEET CG501
GRADE AND STABILIZE 25'
WIDE EXISTING ROAD
SEE SECTION 1, SHEET CG501
CAMPSITE #9
SHEET CS109
KEY PLAN
CONTROL POINT 103
STA.29+20.72, 29.72' LT.
N.554653.5950 E.926629.8530
1 SITE ROAD SECTION 22+60.00 4 SITE ROAD SECTION 27+00.00
CG103
CG103
CG103
SITE KEYNOTES#
4. INSTALL NEW 2" WATER LINE, SEE TRENCH DETAIL 3,
SHEET CS502.
# SITE FURNISHINGS KEYNOTES
6. INSTALL NEW POST AND SITE MARKER PER
ARCHITECTURAL DETAIL 7, SHEET A-100. FOOTING, MIN
DEPTH 18" BELOW FINISHED GRADE.
6 6
CAMPSITE #4,
#5, & #6
CAMPSITE #7 &
#8
CAMPSITE #9
CG103
CG103
2 SITE ROAD SECTION 24+00.00 5 SITE ROAD SECTION 28+80.00
3 SITE ROAD SECTION 25+80.00
EXISTING GRADE PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
PROPOSED
GRADE
CONSTRUCTION
STAGING AREA
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
HORZ: 1" = 10'
VERT: 1" = 2.5'
7'
SITE ROAD
ADDITIVE 1
ADDITIVE #1 CONSISTS OF FURNISHING ALL LABOR,
MATERIALS, EQUIPMENT AND OTHER RESOURCES NEEDED TO
OVEREXCAVATE, GRADE AND STABILIZE THE 25' WIDE x 1.65 MILE SITE
ROAD, INCLUDING MAJOR TURNOUTS, WITH 6" ROLLED AGGREGATE
BASE. EXCLUDES THE 2" WATERLINE TO BE PLACED PER PLAN (BASE
CONTRACT).
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| 2.6 (2024 01 31) CG101 - ROAD PLAN & SECTIONS STA. 0+00 - STA. 10+00(DD65) |
| 2.7 (2024 01 31) CG102 - ROAD PLAN & SECTIONS STA. 10+00 - STA. 20+00(DD65) |
| 2.8 (2024 01 31) CG103 - ROAD PLAN & SECTIONS STA. 20+00 - STA. 30+00(DD65) |
| 2.9 (2024 01 31) CG104 - ROAD PLAN & SECTIONS STA. 30+00 - STA. 40+00(DD65) |
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