Atch_2_Drawings.pdf
PDF 9 MB Posted
- Attached to
- WICA Road 404 and 405 Gravel Resurfacing
- Solicitation number
- 140P6325B0005
About this file
These are detailed construction drawings for the Road 404 and 405 Gravel Resurfacing project at Wind Cave National Park in South Dakota. The comprehensive set of 40 engineering drawings includes topographic surveys, road alignment tables, typical cross-sections, erosion control plans, vertical curve data, and detailed installation specifications for road reconstruction. The project involves gravel resurfacing of approximately 10-12 foot wide roads, with specific engineering details for road geometry, drainage, water bar installations, articulated concrete block erosion control, and typical trench and pipe cross-sections. The drawings provide precise technical specifications for road reconstruction, including gravel surfacing, subgrade preparation, water bar installations, and erosion control measures across multiple road segments within the national park.
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Text version
PROJECT SITE - ROAD 405
PROJECT SITE - ROAD 404 & SPUR
TITLE OF PROJECT
WIND CAVE NATIONAL PARK
80044
NATIONAL
SERVICE
PARK LOCATION WITH PARK
WICA Road 404 & 405 Gravel Resurfacing
NAME OF PARK
REGION COUNTY STATE
SOUTH DAKOTACUSTERMIDWEST
SITE PLAN SYMBOLOGY GENERAL SYMBOLOGY
N
0.
E 1138000.0
N
0.
E 1139000.0
N
0.
E 1140000.0
N
0.
E 1141000.0
N
0.
E 1142000.0
N
0.
E 1138000.0
N
0.
E 1139000.0
N
0.
E 1140000.0
N
0.
E 1141000.0
N
0.
E 1142000.0
OHE
OHE
OHE
N
0.
E 1141000.0
N
0.
E 1142000.0
N
0.
E 1143000.0
N
0.
E 1144000.0
N
0.
E 1145000.0
W
OHE
Point Table
Point #
Northing
458433.0080
460560.8170
460881.6610
461205.0270
460635.4040
459701.8560
459397.0620
Easting
1135072.1790
1138080.4690
1138063.5670
1139827.1440
1141468.9570
1144797.4470
1142832.7760
Elevation
4145.83
4010.54
4009.88
4050.49
3925.45
3811.63
3855.35
Description base-ngsmark
CP8_DIVIT IN MANHOLERIM
IPIN-CP-DIVIT-GUARDRAIL-BASE
IPINCIP-2in-alum-cp6
IPINMAG-IN-STONE-OUTCROP
PARKBOUNDARYPOST#11
REBAR-5/8INCH
N 464000.0
E
0.
N 464000.0
E
0.
N 463000.0
E
0.
N 463000.0
E
0.
N 462000.0
E
0.
N 462000.0
E
0.
N 461000.0
E
0.
N 461000.0
E
0.
N 460000.0
E
0.
N 460000.0
E
0.
E 1131000.0
N
0.
E 1132000.0
E 1133000.0
N
0.
E 1132000.0
N
0.
E 1133000.0
N
0.
E 1134000.0
N
0.
E 1135000.0
2 5
Point Table
Point #
Northing
458433.0080
459503.7230
459976.3410
463882.9030
460890.7180
Easting
1135072.1790
1133131.6660
1131335.6420
1130672.3720
1130211.5180
Elevation
4145.83
4194.20
4245.69
4465.26
4278.78
Description base-ngsmark
IPINCIP-RED-PLSTIC-CAP
IPINMAG-TOP-OF-RTW-POST
IPINMAG-CP4
IPINCIP-RED-PLASTICAP
OHE
OHE
OHE
ST
ST
ST
W
W
W
W
OHE
OHE
N 46
.0
E 1138000.0
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
O H
W
W
W
W W W W
OHE
OHE
N
0.
E 1144000.0
UEOHE OHE OHE OHE OHE OHE
N 461000.0
0.
0 ST
ST
ST
ST
ST
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
N 462000.0
N 460000.0
E 1131000.0
4217.694
ST 4194.734
TYPICAL SECTION - 12' WIDTH
TYPICAL SECTION - 10' WIDTH
TYPICAL SECTION - 10' WIDTH (SUPER ELEVATION LEFT)
TYPICAL SECTION - 10' WIDTH (SUPER ELEVATION RIGHT)
TYPICAL SECTION - 10' WIDTH (OFFSET CROWN)
AS
R
EQ
U
IR
ED
7'-9"
(NOMINAL DIMENSION)
NOTE:
ANGLE MATS WILL BE CONSTRUCTED BY OMITTING THE REQUIRED
UNITS SO THE REQUIRED MAT DIMENSIONS CAN BE OBTAINED.
ARMORFLEX CONCRETE UNIT
X
APPROVED
SUBGRADE 2 UNITMIN.
2 UNIT
MIN.
A A TYPE B DRAINAGE FABRIC
Diameter (D)Alignment RD 404 - 1+50 5'x6' Box Culvert
Length (L) 24'
RIPRAP APRON
Depth (H1)
2.25' Riprap Type Riprap Volume
A A
44.0 CY
TYPE B DRAINAGE FABRIC (INCIDENTAL)
RIPRAP DETAIL
RD 404 - 30+31 58"x86" Arch 20' RD 405 - 167+86 Dual 24" 12' A
RD 405 - 177+18 12" 12' A
CONFORM TO CHANNEL SHAPE AND WIDTH
Height (H2)
AS NOTED BELOW AND IN PLANS
DITCH BOTTOM
TYPE B DRAINAGE FABRIC (INCIDENTAL)
Riprap Area
270 SQ YD
43.4 CY266 SQ YD
27.1 CY166 SQ YD
11.7 CY72 SQ YD
2.25' 2.25' 2.25'
2.25' 2.25' 2.25' 2.25'
Width (W) 11' 13' 14' 6'
| Sheets and Views |
| 1 G0 COVER - G0 |
| 2 G1 LEGENDS - Plot |
| 3 G2 ABBREVIATIONS - G2 |
| 4 C1 TOPO - C1 |
| 5 C2 TOPO - C1 |
| 6 C3 EC - C1 |
| 7 C4 EC - C1 |
| 8 C5 P&P - C5 |
| 9 C5 P&P - C6 |
| 10 C5 P&P - C7 |
| 11 C5 P&P - C8 |
| 12 C5 P&P - C9 |
| 13 C5 P&P - C10 |
| 14 C5 P&P - C11 |
| 15 C5 P&P - C12 |
| 16 C5 P&P - C13 |
| 17 C5 P&P - C14 |
| 18 C5 P&P - C15 |
| 19 C5 P&P - C16 |
| 20 C5 P&P - C17 |
| 21 C18 P&P - C18 |
| 22 C18 P&P - C19 |
| C20 P&P - C20 |
| C20 P&P - C21 |
| C20 P&P - C22 |
| C20 P&P - C23 |
| C20 P&P - C24 |
| C20 P&P - C25 |
| C20 P&P - C26 |
| C20 P&P - C27 |
| C20 P&P - C28 |
| C20 P&P - C29 |
| C20 P&P - C30 |
| C31 TYP - C29 |
| C32 TYP - C29 |
| C33 XSEC - C33 |
| C34 DETAILS - C30 |
| C35 DETAILS - C31 |
| C36 C32 DETAILS - C32 |
| C37 DETAILS - C33 |
File details come from the government source that posted it. Updated .