B08_Section_C__Attachment_2_Drawings_20230306.pdf
PDF 11 MB Posted
- Attached to
- QUARTZVILLE CULVERT REPLACEMENT AND ROAD REPAIR
- Solicitation number
- 140L4323R0013
About this file
This file is related to a federal contract opportunity for the Quartzville Culvert Replacement and Road Repair project. The Bureau of Land Management Oregon-Washington is soliciting proposals under solicitation number 140L4323R0013 to replace a culvert and repair roads. The agency requires construction services to replace an existing culvert and perform repairs to access roads damaged during previous winter weather events. Offerors should submit proposals by the deadline of March 6, 2023 addressing their qualifications and experience with similar infrastructure projects. The agency intends to award a firm-fixed price contract and commence work in June upon completion of its evaluation process and negotiations with the selected offeror. The attached drawings provide additional details on the scope of work and specifications.
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U.S. DEPARTMENT OF THE INTERIOR
Bureau of Land Management
NORTHWEST OREGON DISTRICT
LINN COUNTY, OREGON
QUARTZVILLE ROAD, BLM # 12-3E-29.1
CULVERT REPLACEMENT AND ROAD REPAIR5
Yellowbottom Recreation
Site
Old Miners Meadow
Dogwood Recreation
Site
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AR
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VIL
LE
AC
CE
SS
RO
AD
P a n t h e r
C e e k
Y e l l o w s t o n e
C r e e k
B o u l d e r
C r e e k
P a c k e r s
G u l c h
C r e e k
-3
E-
.1
11-4E-19
11-3E-24
11-3E-35.2
DRAWING INDEX
TITLE SHEET AND LOCATION MAP
SHEET INDEX
ROAD WORK SUMMARY 1, MP 11.95 - 15
ROAD WORK SUMMARY 2, MP 15 - 17.5
ROAD WORK SUMMARY 3, MP 17.5 - 25.6
CULVERT 1 - 4 DETAILS
TRAFFIC CONTROL PLAN -
CULVERT 3 PLAN & PROFILE
CULVERT 4 PLAN & PROFILE
CULVERT 2 PLAN & PROFILE
CULVERT 2 BYPASS PLAN & PROFILE
CULVERT 1 PLAN & PROFILE
CULVERT 1 & 2 PLAN SHEET
CULVERT 1 & 2 PROFILE SHEET
BEGIN BLM
MP 11.95
CULVERT
# 3
CULVERT
# 1
CULVERT
# 4
CULVERT
# 2
TYPICAL SHEET - DEWATERING
CULVERT FLOW CHARACTERISTICS
TYPICAL SHEET - MINOR CULVERT
TYPICAL SHEET - SHOULDER
TYPICAL SHEET - ROAD REPAIR
CULVERTS 1, 2, & 4
TRAFFIC CONTROL PLAN - CULVERT 3
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UNITED STATES DEPARTMENT OF THE INTERIOR
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DRAWING NO. 2022-CAS-1653-01-01
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DATE:
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DRAWN: TAJ
AutoCAD SHX Text 10/28/2022
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QUARTZVILLE RD 12-3E-29.1
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NORTHWEST OREGON DISTRICT
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BUREAU OF LAND MANAGEMENT
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CULVERT REPLACEMENT & ROAD REPAIR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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ENGINEERING APPROVAL
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RECOMMENDED
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APPROVED
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SUBMITTED
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ASTORIA
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VANCOUVER
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REEDSPORT
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FLORENCE
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EUGENE
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CORVALLIS
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NEWPORT
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ALBANY
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SALEM
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TILLAMOOK
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PORTLAND
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BEND
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PRINEVILLE
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MADRAS
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HOOD RIVER
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THE DALLES
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NORTHWEST OREGON DISTRICT
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AutoCAD SHX Text SHEET: 1 of 20
AutoCAD SHX Text M.P.33
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SWEET
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HOME
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BEGIN QUARTZVILLE RD
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S.R.20, MILEPOST 33
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(MILEPOST 0.0)
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DISTRICT
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NWO
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WASHINGTON
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CALIFORNIA
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NEVADA
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IDAHO
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OREGON
Yellowbottom Recreation
Site
Old Miners Meadow
Dogwood Recreation Site
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-3
E-
.1
11-4E-19
11-3E-24
11-3E-35.2
BEGIN BLM
MP 12.0
-19.3
CULVERTS 1 & 2
CULVERT 4
CULVERT 3
SHEET 3
SHEET 4
SHEET 5
SHEETS 6 thru 10 - CULVERT 1 & 2
SHEET 11 - CULVERT 3
NOTE: MP = Mile Post
SHEET 12 - CULVERT 4
SHEET 3- MP 11.95 to MP 15.0 SHEET 4 - MP 15.0 to MP 17.5 SHEET 5 - MP 17.5 to MP 25.6
SHEET INDEX
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APPROVED
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REVIEWED
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DESIGNED
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NW OREGON DISTRICT
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OREGON STATE OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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REV. NO.
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DESCRIPTION
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DATE
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APPROVED
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DRAWING NO. 2022-CAS-1653-01-02
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DATE:
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DRAWN:
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SHEET: 2 OF 20
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AutoCAD SHX Text 03/14/2022
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TAJ
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QUARTZVILLE RD 12-3E-29.1
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CULVERT REPLACEMENT & ROAD REPAIR
SHEET INDEX
MP 12.0
MP 11.95 - Begin BLM Road Control
- Begin Fog Line Striping, Both Sides
**CONSTRUCTION SECTIONS TO BE MARKED BY THE GOVERNMENT**
MP 14.3 - Upheaval Repair. 28' W x 55' L
CONSTRUCTION NOTES:
MP 14.3
MP 13.0
MP 14.0
MP 15.0
MP 11.95
SEE CONSTRUCTION NOTES
SEE CONSTRUCTION NOTES
SEE TYPICAL SHEETS FOR CONSTRUCTION DETAILS
MP 14.8
SEE CONSTRUCTION NOTES
MP 14.8 - Bridge Approach. Pavement Repair, Both Ends.
Cut and Patch 25' W x 4' L, Compact Subgrade, Fill w/ 1.5" minus as needed for grade, 4" Depth HMAC
WASTE
SITE
MP 0.8
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APPROVED
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OREGON STATE OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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REV. NO.
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DESCRIPTION
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DRAWING NO. 2022-CAS-1653-01-03
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TAJ
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QUARTZVILLE RD 12-3E-29.1
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CULVERT REPLACEMENT & ROAD REPAIR
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ROAD WORK SUMMARY 1
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P a n t h e r
MP 15.3 - Partial Slump, Repair 2 Sections, Pave Patches
**CONSTRUCTION SECTIONS TO BE MARKED BY THE GOVERNMENT**
MP 15.7A - Full Slump Repair. 23' W x 16' L
CONSTRUCTION NOTES:
MP 15.0
MP 17.5
MP 17.4
SEE NOTES
SEE NOTESMP 17.0
SEE NOTES
MP 16.8
MP 16.5
SEE NOTES
MP 16.45
MP 16.4
SEE NOTESSEE NOTES
SEE NOTES
MP 16.08
SEE NOTES
MP 16.0
MP 15.9
SEE NOTES
MP 15.7
SEE NOTESMP 15.5
SEE NOTES
MP 15.3
SEE NOTES
MP 15.5 - Full Slump Repair (Over Culvert). 21.5' W x 66' L
MP 15.9 - Begin Gravel Bypass Road, Culvert 3 Site.
MP 16.4 - Full Slump Repair. 23' W x 30' L
MP 16.08 - Replace Culvert 3
- Stockpile / Borrow Site - Class 200 Rip Rap
Renovate Bypass Road Section 20' x 100'
MP 16.45 - Partial Slump, 6' x 30'
Remove and Replace Guardrail, 100'
MP 16.55 - Partial Slump, 12' x 100', Includes:
MP 16.85 - Shoulder Reconstruction, Excavate 8' x 40', Pave Patches,
- Install Guardrail, 100', Relocate K-Rails to Adjacent Site
MP 17.0 - Full Slump Repair (Over Culvert). 24' W x 80' L
MP 17.4A - Full Slump Repair (Over Culvert), 24' W x 10' L
- Shoulder Rock w/ Ditch, 30-feet
MP 17.5 - Replace Culvert, 36" Dia CMP x 52' L. Cross Drain
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SEE TYPICAL SHEETS FOR CONSTRUCTION DETAILS
4' W x 54' L & 8' W x 68' L
- 3" Pavement Overlay 23.5' W x 190' L
MP 15.7B - Partial Slump.12' W x 100' L
Scarify 12", Add 1-1/2" as Needed, Compact.
( If Needed for Excavation )
- 3" Pavement Overlay, 22' W x 120' L
- Remove Overhead Rock Hazard, Propose Method
MP 17.4B - Full Slump Repair / Road Damage. Excavate 22' x 20'
5' Cover Height. Excavate 10' W x 8' D.
e e k
T r o u t
C r
F l o w
Work Included Under Culvert 3 Bid Item
**NOTE**
Class 1, 2, & Larger Riprap
Available at MP 16.85 For Use
BORROW SITE
CL 100 / 200 RIPRAP
WASTE SITE
WASTE SITE
MP 0.8
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REVIEWED
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DESIGNED
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OREGON STATE OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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REV. NO.
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DESCRIPTION
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APPROVED
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DRAWING NO. 2022-CAS-1653-01-04
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SHEET: 4 OF 20
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TAJ
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QUARTZVILLE RD 12-3E-29.1
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CULVERT REPLACEMENT & ROAD REPAIR
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ROAD WORK SUMMARY 2
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Yellowbottom Recreation Site
Dogwood Recreation Site
ACCESS
ROAD
Y e l l o w s t o n e
C r e e k
B o u l d e r
C r e e k
P a c k e r s
11-3E-24.1
11-4E-19
11-3E-24
11-3E-35.2
-19.3
QUARTZVILLE
Miners Meadow Recreation Site
MP 18 - Full Slump Repair
**CONSTRUCTION SECTIONS TO BE MARKED BY THE GOVERNMENT**
MP 19.7 - Install K-Rail, 4 Sections Totaling 250'
CONSTRUCTION NOTES:
MP 22.8
SEE NOTES
MP 00.1
MP 20.4
SEE NOTES
MP 19.6 - Borrow Site
MP 20.4A - Pipe Extension 24" Dia. CMP 2', w/ Shoulder Rec.
MP 22.9 - Culvert 2
MP 22.8 - Begin BLM Rd # 11-3E-19
MP 22.1 - Bridge Approach, Cut/Pave Both Ends, 24' x 50'
MP 24.8A - End Fog Line Striping
MP 00.1 - Culvert 1
BLM Rd # 11-3E-19
MP 00.2 - Partial Slump Repair, 6' x 30'
MP 00.6 - Begin BLM Rd # 11-3E-19.3
- Waste Area
MP 17.5 MP 18.2
SEE NOTES MP 19
MP 19.6
SEE NOTES
MP 19.7
SEE NOTES
MP 21
MP 22.1
SEE NOTES
SEE NOTES
MP 00.2
SEE NOTES
MP 0.2
MP 22.9
SEE NOTES
MP 24.8
SEE NOTES
MP 00.6
SEE NOTES
BLM Rd # 11-3E-19 MP 0.2 - Culvert 4
SEE TYPICAL SHEETS FOR CONSTRUCTION DETAILS
Two Sections, 12' W x 60' L & 12' W x 40' L
MP 18.2 - Install K-Rails, 3 Sections Totaling 160'
MP 18
SEE NOTES
MP 19.2 - Install K-Rails, 3 Sections Totaling 160'
MP 19.3 - Install K-Rails, 100'
MP 19.2
SEE NOTES
MP 19.3
SEE NOTES
MP 19.9A - Bridge Approach, Cut/Pave Both Ends, 20' Out
MP 19.9B - 3" Pavement Overlay, 24' W x 80' L
MP 0.2
SEE NOTES
BLM Rd # 11-3E-35.2 MP 0.2 - Borrow Site, RipRap Only
MP 20.4B - Partial Slump Repair, 12' W x 40' L
MP 20.5
SEE NOTES
MP 20.5 - Partial Slump Repair, 12' W x 12' L
Compact Subgrade, Add 1-1/2" Minus for Grade
MP 24.8B - SW Bridge Approach, Cut/Pave 24' x 20'
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OREGON STATE OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DRAWING NO. 2022-CAS-1653-01-05
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TAJ
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QUARTZVILLE RD 12-3E-29.1
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CULVERT REPLACEMENT & ROAD REPAIR
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ROAD WORK SUMMARY 3
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APPROVED
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REVIEWED
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DESIGNED
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OREGON STATE OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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REV. NO.
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DESCRIPTION
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DRAWING NO. 2022-CAS-1653-01-06
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SHEET: 6 OF 20
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SCALE:
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AutoCAD SHX Text 03/14/2022
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TAJ
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QUARTZVILLE RD 12-3E-29.1
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CULVERT REPLACEMENT & ROAD REPAIR
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CULVERT 1&2 PLAN
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AutoCAD SHX Text Existing 48" CMP
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text 18" CMP Inlet Buried
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APPROXIMATE EXCAVATION LIMITS
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APPROXIMATE EXCAVATION LIMITS
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APPROXIMATE EXCAVATION LIMITS
AutoCAD SHX Text Proposed 14'x9'x100' 10ga. CMP
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EL 100.00
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BM #1084
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EL 115.12
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EL 125.86
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BM #2342
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EL 55.74
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BM #2137
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EL 51.84
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EL 49.80
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BM #2200
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EL 37.90
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EL 42.64
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NOTE:
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CONSTRUCTION NOTES:
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1) BLM RD# 11-3E-19 and Quartzville Access Rd
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2) Bedrock May Be Present and Require Removal
AutoCAD SHX Text To Set Pipe(s) at Design Elevation(s)
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3) Trees Removed For Excavation of Slope and Area
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AutoCAD SHX Text A Minimum of 10 Trees (w/ Root Wads) Required.
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4) Potential Hazard Tree, 54" Douglas Fir
AutoCAD SHX Text Top 30' Questionable. BLM May Be Able To Remove Before
AutoCAD SHX Text Project Starts. If Not, Contractor Responsible For Removal/
AutoCAD SHX Text 54-Inch Dia. Doug Fir
AutoCAD SHX Text Potential Hazard Tree
AutoCAD SHX Text The Remainder of Trees Shall Be Decked Onsite.
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APPROXIMATE
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5) Retain Excavated Stream Material
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50.0'
-20
-10
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1.86
See SHEET 9 and 10 for Culvert 2 Details
See SHEET 8 for Culvert 1 Details
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AutoCAD SHX Text Proposed 14' x 9' x 100', 10gage CMP Squash Pipe
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AutoCAD SHX Text Proposed 14' Diameter x 170', 7gage, Galv. Structural Plate Pipe
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AutoCAD SHX Text Quartzville
AutoCAD SHX Text 11-4E-19
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text Inlet Location Unknown
AutoCAD SHX Text Inlet Invert 85.0'
AutoCAD SHX Text Outlet Invert 54.0'
AutoCAD SHX Text Stream Channel
AutoCAD SHX Text Relocate Existing
AutoCAD SHX Text Proposed
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AutoCAD SHX Text Include 3-Gussets/Baffle, H = 48" @ Inv.
AutoCAD SHX Text Bolted Galv. Steel Baffle Plates, 3gage, AutoCAD SHX Text Qty = 7 @ 21.4' Spacing
AutoCAD SHX Text Outlet Invert 19.7'
AutoCAD SHX Text Proposed
AutoCAD SHX Text Inlet Invert 38.0'
AutoCAD SHX Text Proposed
AutoCAD SHX Text Material
AutoCAD SHX Text Grade Outlet to LSP, AutoCAD SHX Text
(LSP)
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AutoCAD SHX Text Invert Elevevation
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text Outlet Invert 62.4'
AutoCAD SHX Text Projected at 90.7'
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AutoCAD SHX Text Weir Boulders
AutoCAD SHX Text At Each Bolted Flange
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APPROVED
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REVIEWED
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DESIGNED
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NW OREGON DISTRICT
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OREGON STATE OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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REV. NO.
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DESCRIPTION
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DATE
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APPROVED
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DRAWING NO. 2022-CAS-1653-01-07
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DATE:
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SHEET: 7 OF 20
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SCALE:
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NTS
AutoCAD SHX Text 03/14/2022
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TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1
AutoCAD SHX Text
CULVERT REPLACEMENT & ROAD REPAIR
AutoCAD SHX Text
CULVERT 1&2 PROFILE
AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text
1) Bedrock May Be Present and Require Removal
AutoCAD SHX Text To Set Pipe(s) at Design Elevation(s)
AutoCAD SHX Text
2) Retain Excavated Stream Material
AutoCAD SHX Text For Channel Reconstruction.
AutoCAD SHX Text
3) Fill Inlet and Outlet of Culvert 1 w/ Streambed Material To First Baffle
Haunch Bedding
Fill Invert to Haunches
Both Sides, Throughout Pipe Length
Pipe Trench Bedding
3/4"-minus, Min. 1/2' Depth
Min. 2' above Pipe
Contains No Rocks
Larger than 2" Dia.
Select Fill Around Pipe
Contains No Organics
Compacted in 2' Lifts
Select Structural Fill
Contains No Organics
Elevation
Long Stream Profile
Galvanized Metal Baffles w/ 3 ga. Support Gussets
Spacing = 21.4 feet
Seven (7) Total Required
See Culvert 1 & 2 Profile
(Lean Concrete Backfill) w/ Concrete Slurry
48-inch Centerline Height
A-A Baffle
A
A
Cross-Section
For Additional Details
1" = 40'
INSTALLATION REQUIREMENTS - Cross-Section Culvert 1
PROPOSED PIPE EXCAVATION - Cross-Section Culvert 1
PROPOSED PIPE EXCAVATION LIMITS - Plan View
PROPOSED PIPE PROFILE - Estimated Excavation Quantities
1" = 30'
1" = 40'
3 3
1" = 8'
AutoCAD SHX Text 48"
AutoCAD SHX Text 3 Min.
AutoCAD SHX Text Gusset
AutoCAD SHX Text 30"
AutoCAD SHX Text Connections
AutoCAD SHX Text Bolted
AutoCAD SHX Text 80%%D
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-08
AutoCAD SHX Text
DATE:
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DRAWN:
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SHEET: 8 OF 20
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SCALE:
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VARIES
AutoCAD SHX Text 03/14/2022
AutoCAD SHX Text
TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1
AutoCAD SHX Text
CULVERT REPLACEMENT & ROAD REPAIR
AutoCAD SHX Text
CULVERT 1 PLAN & PROFILE
AutoCAD SHX Text
OUTLET INVERT EL. 54.0'
AutoCAD SHX Text INVERT at C Road El. 73.5'
AutoCAD SHX Text
INLET INVERT EL. 85.0'
AutoCAD SHX Text 1:1
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text Depending on Excavation Slope.
AutoCAD SHX Text Excavation Slope
AutoCAD SHX Text Per OSHA, Material Dependent
AutoCAD SHX Text To Remain or Be Reset
AutoCAD SHX Text Existing Overflow Pipe
AutoCAD SHX Text Centerline Road
AutoCAD SHX Text 1:1
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text Existing 36" Overflow Pipe
AutoCAD SHX Text Slide/Washout Area
AutoCAD SHX Text To Be Restored
AutoCAD SHX Text To Surrounding
AutoCAD SHX Text Ground Elevation
AutoCAD SHX Text Excavation Limits
AutoCAD SHX Text Per OSHA, Material Dependent
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text Proposed 14' Dia.
AutoCAD SHX Text Multi-Plate Pipe
AutoCAD SHX Text
CULVERT 1
AutoCAD SHX Text Approximate (Compacted) Fill Quantities
AutoCAD SHX Text Select Fill Around Pipe - 750 cuyd
AutoCAD SHX Text Lean Concrete Backfill - 210 cuyd
AutoCAD SHX Text Pipe Trench Bedding - 51 cuyd
AutoCAD SHX Text Line 1 - Line 2
AutoCAD SHX Text 1:1 Slope - 3,260 cuyd
AutoCAD SHX Text 1.5:1 Slope - 5,373 cuyd
AutoCAD SHX Text Quantities Between
AutoCAD SHX Text See Detail 3 For Select Structural Fill
AutoCAD SHX Text Line 2 - Line 3
AutoCAD SHX Text 1:1 Slope - 3,224 cuyd
AutoCAD SHX Text 1.5:1 Slope - 5,328 cuyd
AutoCAD SHX Text Quantities Between
AutoCAD SHX Text Line 3 - Line 4
AutoCAD SHX Text 1:1 Slope - 1,063 cuyd
AutoCAD SHX Text 1.5:1 Slope - 1,685 cuyd
AutoCAD SHX Text Quantities Between
AutoCAD SHX Text Line 4 - Line 5
AutoCAD SHX Text 1:1 Slope - 1,069 cuyd
AutoCAD SHX Text 1.5:1 Slope - 1,474 cuyd
AutoCAD SHX Text Quantities Between
AutoCAD SHX Text Line 1
AutoCAD SHX Text Line 2
AutoCAD SHX Text Line 3
AutoCAD SHX Text Line 4
AutoCAD SHX Text Line 5
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text Bedrock Depth
AutoCAD SHX Text and Location Unknown
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text Bedrock Depth and
AutoCAD SHX Text Location Unknown
AutoCAD SHX Text Place 5 cuyd Class 1 Riprap
AutoCAD SHX Text At Outlet
AutoCAD SHX Text L
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text (Approx. Location)
Proposed Pipe
2+00 3+002+50
(Lean Concrete Backfill)
Pipe Bedding
Fill Invert to Haunches
Both Sides, Throughout Pipe Length
Pipe Trench Bedding
3/4"-minus, Min. 1/2' Depth
Factory Bolted Flange and
24" Wide Dimple Band w/ Rubber Seal
Required at each Pipe Connection
Min. 2' above Pipe
Contains No Rocks
Larger than 2" Dia.
Select Fill Around Pipe
Contains No Organics
Compacted in 2' Lifts
Select Structural Fill
Contains No Organics
Place Class 200 Weir Boulders
(Required at each Pipe Connection)
Against Upstream Side of Flange
Not to Exceed Long Stream Profile Elevation
(1.9' Above CL Pipe Flowline)
Long Stream Profile Elevation
Concrete Slurry
1" = 50'
INSTALLATION REQUIREMENTS - Cross-Section Culvert 2
PROPOSED PIPE EXCAVATION - Cross-Section Culvert 2
PROPOSED PIPE EXCAVATION LIMITS - Plan View
PROPOSED PIPE PROFILE - w/ Bypass Road
1" = 20'
1" = 20'
1" = 5'
4 4
A B
9 9
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+0
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 4+0
AutoCAD SHX Text 1+00
AutoCAD SHX Text 2+0
AutoCAD SHX Text 3+0
AutoCAD SHX Text 5+0
AutoCAD SHX Text 5+00
AutoCAD SHX Text Bypass Road
AutoCAD SHX Text Existing 48" CMP
AutoCAD SHX Text Proposed 14' x 9' x 100', 10gage CMP Squash Pipe
AutoCAD SHX Text Long Stream Profile
AutoCAD SHX Text Temporary
AutoCAD SHX Text Access Road
AutoCAD SHX Text Quartzville
AutoCAD SHX Text 30" Culvert
AutoCAD SHX Text Temporary
AutoCAD SHX Text Profile
AutoCAD SHX Text Existing Ground
AutoCAD SHX Text 1.5
AutoCAD SHX Text
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
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APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-09
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DATE:
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DRAWN:
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SHEET: 9 OF 20
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SCALE:
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VARIES
AutoCAD SHX Text 03/14/2022
AutoCAD SHX Text
TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1
AutoCAD SHX Text
CULVERT REPLACEMENT & ROAD REPAIR
AutoCAD SHX Text
CULVERT 2 PLAN & PROFILE
AutoCAD SHX Text Centerline Road
AutoCAD SHX Text Material Waste Areas
AutoCAD SHX Text To Be Graded To Match
AutoCAD SHX Text Design Slope With
AutoCAD SHX Text Surrounding Ground Elevation
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text Bedrock Depth and
AutoCAD SHX Text Location Unknown
AutoCAD SHX Text Excavation Limits
AutoCAD SHX Text Per OSHA, Material Dependent
AutoCAD SHX Text To Be Removed
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text To Be Removed
AutoCAD SHX Text Existing 18" CMP
AutoCAD SHX Text Excavation Slope
AutoCAD SHX Text Per OSHA, AutoCAD SHX Text Material Dependent
AutoCAD SHX Text 1:1
AutoCAD SHX Text 1:1
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 1.5:1
Sites A and B
PROPOSED CULVERT 2 BYPASS ROAD - Plan View 1" = 40'
PROPOSED CULVERT 2 BYPASS ROAD - Cross-sections 1" = 40'
PROPOSED CULVERT 2 BYPASS ROAD - Centerline Profile 1" = 40'
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 5+00
AutoCAD SHX Text 5+48
AutoCAD SHX Text Grade Not To Exceed 4%%%
AutoCAD SHX Text Temporary 30" Culvert Required
AutoCAD SHX Text Grade Not To Exceed 4%%%
AutoCAD SHX Text Quartzville Access Road
AutoCAD SHX Text Bypass Road
AutoCAD SHX Text Proposed Temporary
AutoCAD SHX Text Maintain Min. Cover Height
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+0
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 4+0
AutoCAD SHX Text 1+00
AutoCAD SHX Text 2+0
AutoCAD SHX Text 3+0
AutoCAD SHX Text 5+0
AutoCAD SHX Text 5+00
AutoCAD SHX Text Bypass 2+00
AutoCAD SHX Text Bypass 3+35
AutoCAD SHX Text Bypass 1+00
AutoCAD SHX Text Bypass 1+50
AutoCAD SHX Text Bypass 2+50
AutoCAD SHX Text Bypass 2+78
AutoCAD SHX Text Bypass 3+10
AutoCAD SHX Text Bypass 4+00
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+30
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+25
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+30
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+30
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+30
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+30
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+30
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+30
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Adjacent
AutoCAD SHX Text Pavement Elevation
AutoCAD SHX Text Fill Sections Require
AutoCAD SHX Text 3-Foot Shoulders
AutoCAD SHX Text Both Sides
AutoCAD SHX Text Slope per OSHA
AutoCAD SHX Text Slope per OSHA
AutoCAD SHX Text 5 ft
AutoCAD SHX Text 3 ft
AutoCAD SHX Text 6 ft
AutoCAD SHX Text 6 ft
AutoCAD SHX Text 6 ft
AutoCAD SHX Text 5 ft
AutoCAD SHX Text 2 ft
AutoCAD SHX Text Bypass Road Above
AutoCAD SHX Text Adjacent Pavement
AutoCAD SHX Text Elevation
AutoCAD SHX Text Distance Proposed
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-10
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
SHEET: 10 OF 20
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SCALE:
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VARIES
AutoCAD SHX Text 03/14/2022
AutoCAD SHX Text
TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1
AutoCAD SHX Text
CULVERT REPLACEMENT & ROAD REPAIR
CULVERT 2 PLAN & PROFILE
4+20 5+00 5+20
1+50 2+00 2+80
PROPOSED PIPE EXCAVATION LIMITS - CROSS SECTION CULVERT 3
1" = 30'
INSTALLATION REQUIREMENTS - CULVERT 3
1" = 8'
CULVERT 3
APPROXIMATE (COMPACTED) QUANTITIES
EXCAVATION - 1374 CY
CONCRETE SLURRY - 89 CY
STRUCTURAL FILL - 233 CY
SELECT FILL - 419 CY
1 1/2" - 0 AGG BASE - 32 CY
3" - 0 AGG BASE - 174 CY
3/4" - 0 AGG BEDDING - 54 CY
CLASS 100 RIPRAP - WEIR BOULDERS - 4 CY
CLASS 200 RIPRAP - SLOPE STABILIZATION - 50 CY
PROPOSED PIPE PROFILE
1" = 30'
QUARTZVILLE RD
EX
CA
VA
TIO
N
LIM
ITS
EXCAVATION LIM
ITS
QUARTZVILLE GROUP CAMP
TR
OU
T C
RE
EK
BYPASS ROAD
PROPOSED PIPE EXCAVATION LIMITS - PLAN VIEW
1" = 50'
NOTE: SEE SHEET 13 FOR INLET & OUTLET DETAILS
NOTE: AT EACH PIPE CONNECTION, ADD CLASS 2 WEIR ROCKS, SEE DETAIL 4 ON THIS SHEET
AutoCAD SHX Text
PROPOSED 14' X 9' X 80' 10 GA. SQUASH PIPE
AutoCAD SHX Text
STREAM EXCAVATION LIMITS
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STREAM EXCAVATION LIMITS
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-11
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
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SHEET: 11 OF 20
AutoCAD SHX Text
SCALE:
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AS SHOWN
AutoCAD SHX Text 3/14/2022
AutoCAD SHX Text
DCC / TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1 CULVERT REPLACEMENT & ROAD REPAIR
AutoCAD SHX Text
CULVERT 3 PLAN & PROFILE
AutoCAD SHX Text CONCRETE SLURRY, (LEAN CONCRETE BACKFILL) FILL INVERT TO HAUNCHES ON BOTH SIDES THROUGHOUT PIPE LENGTH
AutoCAD SHX Text
4" WIDE FACTORY BOLTED FLANGE AND WEIR BRACE REQUIRED AT EACH PIPE CONNECTION
AutoCAD SHX Text PLACE CLASS 2 WEIR BOULDERS REQUIRED AT EACH PIPE CONNECTION AGAINST UPSTREAM SIDE OF FLANGE AND WEIR BRACE NOT TO EXCEED LONG STREAM PROFILE ELEVATION
AutoCAD SHX Text
24" WIDE DIMPLE BAND W/ RUBBER SEAL REQUIRED AT EACH PIPE CONNECTION
AutoCAD SHX Text SELECT FILL AROUND PIPE MIN. 2' ABOVE PIPE CONTAINS NO ROCKS LARGER THAN 2" DIA. CONTAINS NO ORGANICS
AutoCAD SHX Text
SELECT STRUCTURAL FILL CONTAINS NO ORGANICS COMPACTED IN 2' LIFTS
AutoCAD SHX Text
PIPE TRENCH EMBANKMENT (1.5:1 SLOPE SHOWN), PER OSHA EXCAVATION GUIDELINES
AutoCAD SHX Text
EXISTING GROUND / PROPOSED GROUND
AutoCAD SHX Text
PROPOSED SQUASH PIPE
AutoCAD SHX Text
EXISTING CMP TO BE REMOVED
AutoCAD SHX Text
PIPE TRENCH BEDDING, 3/4"-MINUS, 1/2' MIN DEPTH
AutoCAD SHX Text
LONG STREAM PROFILE ELEVATION
AutoCAD SHX Text
EXISTING 10' ELLIPTICAL CMP TO BE REMOVED
AutoCAD SHX Text
STRUCTURAL FILL, SEE DETAIL 4
AutoCAD SHX Text
1-1/2" - 0 AGG BASE AND SHOULDER, 0.5' THICK
AutoCAD SHX Text
4" HMAC
AutoCAD SHX Text
PROPOSED 1.5:1 FILL
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
QUARTZVILLE ROAD
AutoCAD SHX Text
PROPOSED 1.2:1 FILL
AutoCAD SHX Text
LONG STREAM PROFILE
AutoCAD SHX Text
3" - 0 AGG BASE, 2.5' THICK
AutoCAD SHX Text
SELECT FILL, SEE DETAIL 4
AutoCAD SHX Text
EXISTING 10' ELLIPTICAL CMP TO BE REMOVED
AutoCAD SHX Text
PROPOSED 14' X 9 'X 80' 10 GA. CMP
AutoCAD SHX Text
RIPRAP, CLASS 200
AutoCAD SHX Text
RIPRAP, CLASS 200
AutoCAD SHX Text
INVERT ELEVATION 80.20'
AutoCAD SHX Text
INVERT ELEVATION 86.26'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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1+50 2+00 3+00 3+50
7+60 8+00 9+00 9+40
YE
LL
OW
BO
TT
OM
C
RE
EK
BL
M
R D
-4
E-
.3
EXCAVATION LIMITS
EXCAVATION LIMITS
PROPOSED PIPE EXCAVATION LIMITS - CROSS SECTION CULVERT 4
1" = 30'
INSTALLATION REQUIREMENTS - CULVERT 4
1" = 8'
PROPOSED PIPE EXCAVATION LIMITS - PLAN VIEW
1" = 40'
CULVERT 4
APPROXIMATE (COMPACTED) QUANTITIES
EXCAVATION - 6310 CY
CONCRETE SLURRY - 170 CY
STRUCTURAL FILL - 4177 CY
SELECT FILL - 849 CY
1 1/2" - 0 AGG SURFACE - 46 CY
3" - 0 AGG BASE - 267 CY
3/4" - 0 AGG BEDDING - 73 CY
CLASS 100 RIPRAP - WEIR BOULDERS - 8 CY
CLASS 200 RIPRAP - SLOPE STABILIZATION - 68 CY
PROPOSED PIPE PROFILE
1" = 30'
N
80° 48"
30"
NOTE: SEE SHEET 13 FOR INLET & OUTLET DETAILS
AutoCAD SHX Text
STREAM EXCAVATION LIMITS
AutoCAD SHX Text
PROPOSED 14' DIA. X 110' MULTI PLATE PIPE
AutoCAD SHX Text
STREAM EXCAVATION LIMITS
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-12
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
SHEET: 12 OF 20
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 3/14/2022
AutoCAD SHX Text
DCC / TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1 CULVERT REPLACEMENT & ROAD REPAIR
AutoCAD SHX Text
CULVERT 4 PLAN & PROFILE
AutoCAD SHX Text CONCRETE SLURRY, (LEAN CONCRETE BACKFILL) PIPE BEDDING FILL INVERT TO HAUNCHES ON BOTH SIDES THROUGHOUT PIPE LENGTH
AutoCAD SHX Text
PIPE TRENCH BEDDING, 3/4"-MINUS, 1/2' MIN DEPTH
AutoCAD SHX Text GALVANIZED METAL BAFFLES BOLTED W/ 3 GA. SUPPORT GUSSETS 48-INCH CENTERLINE HEIGHT SPACING = 15.7 FEET SEVEN (7) TOTAL REQUIRED SEE DETAIL 3 ON THIS SHEET
AutoCAD SHX Text SELECT FILL AROUND PIPE MIN. 2' ABOVE PIPE CONTAINS NO ROCKS LARGER THAN 2" DIA. CONTAINS NO ORGANICS
AutoCAD SHX Text
SELECT STRUCTURAL FILL CONTAINS NO ORGANICS COMPACTED IN 2' LIFTS
AutoCAD SHX Text
LONG STREAM PROFILE ELEVATION
AutoCAD SHX Text
PIPE TRENCH EMBANKMENT (1.5:1 SLOPE SHOWN), PER OSHA EXCAVATION GUIDELINES
AutoCAD SHX Text
EXISTING GROUND / PROPOSED GROUND
AutoCAD SHX Text
PROPOSED MULTI PLATE PIPE
AutoCAD SHX Text
EXISTING CMP TO BE REMOVED
AutoCAD SHX Text
EXISTING 6' CMP TO BE REMOVED
AutoCAD SHX Text
PROPOSED 14' DIA. MULTI PLATE PIPE
AutoCAD SHX Text
RIPRAP, CLASS 200
AutoCAD SHX Text
RIPRAP, CLASS 200
AutoCAD SHX Text
ROAD 11-4E-19.3
AutoCAD SHX Text
EXISTING 6' CMP TO BE REMOVED
AutoCAD SHX Text
STRUCTURAL FILL, SEE DETAIL 4
AutoCAD SHX Text
1-1/2" - 0 AGG AND SHOULDER, 0.5' THICK
AutoCAD SHX Text
PROPOSED 1.3:1 FILL
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
PROPOSED 1:1 FILL
AutoCAD SHX Text
LONG STREAM PROFILE
AutoCAD SHX Text
3"-0 AGG BASE, 2.5' THICK
AutoCAD SHX Text
SELECT FILL, SEE DETAIL 4
AutoCAD SHX Text
CLASS 200 RIPRAP
AutoCAD SHX Text
NOTE: BEDROCK DEPTH AND ELEVATION UNKNOWN
AutoCAD SHX Text
INVERT ELEVATION 59.04'
AutoCAD SHX Text
INVERT ELEVATION 51.07'
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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GALVANIZED METAL BAFFLES
AutoCAD SHX Text A
AutoCAD SHX Text A
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BOLTED CONNECTIONS
AutoCAD SHX Text
A-A BAFFLE X-SECTION
AutoCAD SHX Text
GUSSET 3 MIN.
AutoCAD SHX Text
STREAMBED MATERIAL
STREAMBED MATERIAL
3.16' 3.16'
4.00' MIN
CL STREAM
EDGE SWATH
EDGE SWATH
EDGE RIPRAP
EDGE RIPRAP FILL
IN STREAM CHANNEL
1.80'
3.00'
1.80'
4.00' MIN
CL STREAM
EDGE SWATH
EDGE SWATH
EDGE RIPRAP
EDGE RIPRAP FILL
IN STREAM CHANNEL
3.00'
CULVERTS 2 & 3 OUTLET DETAIL
NOT TO SCALE
CULVERTS 2 & 3 INLET DETAIL
NOT TO SCALE
CULVERTS 1 & 4 INLET DETAIL
NOT TO SCALE
CULVERTS 1 & 4 OUTLET DETAIL
NOT TO SCALE
BOLTED FLANGE DETAIL
NOT TO SCALE
ANGLE IRON DETAIL
NOT TO SCALE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-13
AutoCAD SHX Text
DATE:
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DRAWN:
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SHEET: 13 OF 20
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SCALE:
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AS SHOWN
AutoCAD SHX Text 3/14/2022
AutoCAD SHX Text
DCC / TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1 CULVERT REPLACEMENT & ROAD REPAIR
AutoCAD SHX Text
CULVERT 1-4 DETAILS
AutoCAD SHX Text
RIPRAP, CLASS 200
AutoCAD SHX Text
3/4" - 0 BEDDING MATERIAL
AutoCAD SHX Text
STREAMBED MATERIAL
AutoCAD SHX Text
SLOPE STABILIZATION FILL AND LEAN CONCRETE DAM
AutoCAD SHX Text
RIPRAP, CLASS 100
AutoCAD SHX Text
FILL STREAM CHANNEL AT OUTLET W/ CLASS 100 RIPRAP. MAINTAIN MIN 8' WIDTH
AutoCAD SHX Text
CUT 2' WIDE BY 1' DEEP SWATH IN STEAM CHANNEL FILL
AutoCAD SHX Text
RIPRAP, CLASS 200
AutoCAD SHX Text
3/4" - 0 BEDDING MATERIAL
AutoCAD SHX Text
STREAMBED MATERIAL
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SLOPE STABILIZATION FILL AND LEAN CONCRETE DAM
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RIPRAP, CLASS 100
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FILL STREAM CHANNEL AT OUTLET W/ CLASS 100 RIPRAP. MAINTAIN MIN 8' WIDTH
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CUT 2' WIDE BY 1' DEEP SWATH IN STEAM CHANNEL FILL
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SEE DETAIL 6 BELOW
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1/2" DIA BOLT, NUT, & WASHER
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FACTORY DRILLED HOLES OR PLASMA CUT, 15" MIN SPACING O.C.
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BOLTED FLANGE
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1/4" X 4" ANGLE IRON
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10 GA. THICK ALUMINIZED STEEL PLATE COUPLING FLANGE CONTINUOUSLY WELDED TO PIPE
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ANGLE IRON BOLTED TO FLANGE, SEE DETAIL 6
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NOTE: EXTEND FILL TO FIRST BAFFLE
NOTE: EXTEND FILL TO FIRST BAFFLE
DETOUR
AHEAD
W20-2
36"X36"
ROAD
CLOSED
R11-2
48"X30"
QUARTZVILLE CREEK
YE
LL
OW
BO
TT
OM
C
RE
EK
QUARTZVILLE ROAD
11-4E-19.0
11-4E-19.3
LEGEND:
TYPE III BARRICADE
SIGN
ROAD
WORK
AHEAD
ROAD
CLOSED
AHEAD
panelStyle:construction_guide.ssipanelName:M4-9LpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x24,SPCL.:48x36,SPCL.:60x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
M4-9L
24"X12"
WORK
ZONE
G20-5aP
24"X18"
ROAD
CLOSED
R11-2
48"X30"
WORK
ZONE
G20-5aP
24"X18"
W20-1
36"X36"
ROAD
CLOSED
AHEAD
W20-3
36"X36"
ROAD
WORK
AHEAD
W20-1
36"X36"
NOTES:
- SIGN SPACING TO BE 500' IN ACCORDANCE WITH MUTCD TABLE
6C-1
DETOUR
AHEAD
W20-2
36"X36"
W20-3
36"X36"
W20-3
36"X36"
ROAD
CLOSED
AHEAD
ROAD
WORK
AHEAD
W20-1
36"X36"
ROAD
CLOSED
R11-2
48"X30"
ROAD
CLOSED
R11-2
48"X30"
W20-3
36"X36"
ROAD
CLOSED
AHEAD
panelStyle:construction_guide.ssipanelName:M4-9RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x24,SPCL.:48x36,SPCL.:60x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
M4-9R
24"X12"
NO
N
AM
E
CR
EE
K
ONE LANE
ROAD
AHEAD
W20-4
36"X36"
ONE LANE
ROAD
AHEAD
W20-4
36"X36"
TO
ONCOMING
TRAFFIC
YIELD
R1-2
36"X36"
R1-2aP
24"X18"
TO
ONCOMING
TRAFFIC
YIELD
R1-2
36"X36"
R1-2aP
24"X18"
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
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NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-14
AutoCAD SHX Text
DATE:
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DRAWN:
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SHEET: 14 OF 20
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SCALE:
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NOT TO SCALE
AutoCAD SHX Text 3/14/2022
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DCC
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1 CULVERT REPLACEMENT & ROAD REPAIR
CULVERTS 1, 2, & 4 TRAFFIC CONTROL PLAN
QU
AR
TZ
VI
LL
E
RO
AD
QU
AR
TZ
VI
LL
E
CR
EE
K
TROUT CREEK
NOTES:
- TEMPORARY SPEED BUMPS TO BE SPACED AT 200' APART AND
SPAN ACROSS ENTIRE ROADWAY. PRODUCT MUST BE SECURED TO
ROADWAY UNTIL END OF PROJECT. PRODUCT TO BE TREE TOP
PRODUCTS PREMIUM RECYCLED RUBBER SPEED BUMPS OR
EQUIVALENT.
- SIGN SPACING TO BE 500' IN ACCORDANCE WITH MUTCD TABLE
6C-1
LEGEND:
TYPE III BARRICADE
SIGN
TEMPORARY SPEED BUMP
ROAD
WORK
AHEAD
W20-1
36"X36"
TR
OU
T
CR
EE
K
RD
DETOUR
AHEAD
W20-2
36"X36"
WORK
ZONE
G20-5aP
24"X18" panelStyle:construction_guide.ssipanelName:M4-9RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x24,SPCL.:48x36,SPCL.:60x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
M4-9R
24"X12" panelStyle:construction_guide.ssipanelName:M4-9LpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x24,SPCL.:48x36,SPCL.:60x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
M4-9L
24"X12"
WORK
ZONE
G20-5aP
24"X18"
DETOUR
AHEAD
W20-2
36"X36"
WORK
ZONE
G20-5aP
24"X36"
ROAD
WORK
AHEAD
W20-1
36"X36"
ROAD
CLOSED
SLOW
W42-8
36"X36"
ROAD
CLOSED
R11-2
48"X30"
QUARTZV
ILL
E C
REE
K
QU
AR
TZ
VI
LL
E
GR
OU
P
CA
M P
QU
AR
TZ
VI
LL
E
RO
AD
BY
PA
SS
R
OA
D
R11-2
48"X30"
APPROXIMATED
HIGH WATER MARK
TROUT CREEK
TYPE III BARRICADE
APPROXIMATED
HIGH WATER MARK
ONE LANE
ROAD
AHEAD
W20-4
36"X36"
TO
ONCOMING
TRAFFIC
YIELD
R1-2
36"X36"
R1-2aP
24"X18"
TO
ONCOMING
TRAFFIC
YIELD
R1-2
36"X36"
R1-2aP
24"X18"
ONE LANE
ROAD
AHEAD
W20-4
36"X36"
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-15
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
SHEET: 15 OF 20
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 3/14/2022
AutoCAD SHX Text
DCC
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1 CULVERT REPLACEMENT & ROAD REPAIR
CULVERT 3 TRAFFIC CONTROL PLAN
- OVER -
0.5' OF COMPACTED 1"-MINUS SURFACE ROCK
BYPASS ROAD RECONDITIONING TYPICAL SECTION
NOT TO SCALE
MATCH EXISTING SURFACE ELEVATION
DAYLIGHT / MATCH
EXISTING FILL SLOPES,
BOTH SIDES
1"-MINUS
SURFACE
AGGREGATE
(1) LIFT 3" OF - HMAC for Slump Repairs
- OVER -
- OVER -
TRIAXIAL GEOGRID REINFORCEMENT
0.5' OF COMPACTED 1-1/2" SURFACE CRUSHED AGGREGATE
FULL WIDTH SLUMP REPAIR TYPICAL SECTION
NOT TO SCALE
EXISTING SURFACE
ELEVATION (MATCH)
FULL WIDTH OF EXISTING SURFACING - VARIES
PARTIAL WIDTH OF
EXISTING SURFACING
VARIES
PARTIAL WIDTH SLUMP REPAIR TYPICAL SECTION
NOT TO SCALE
EXISTING SURFACE
ELEVATION (MATCH)
(1) LIFT 3" OF - HMAC for Slump Repairs
- OVER -
- OVER -
TRIAXIAL GEOGRID REINFORCEMENT
0.5' OF COMPACTED 1-1/2" SURFACE CRUSHED AGGREGATE
SAWCUT EDGES, SEAL WITH TACK COAT AND SAND COVER
- OVER -
2.5' OF COMPACTED 3-0" BASE CRUSHED AGGREGATE
- OVER -
2.5' OF COMPACTED 3-0" BASE CRUSHED AGGREGATE
HMAC OVERLAY END TYPICAL SECTION
NOT TO SCALE
NEW HMAC OVERLAY
TYPICAL 3-INCHES
UNLES NOTED
MATCH EXISTING
SURFACE ELEVATION
NEW HMAC MIN. 2-INCH
OVERLAY TAPER DEPTH
EXISTING SUBGRADE MATERIAL EXISTING PAVEMENT
1.0' OF COMPACTED STRUCTURAL FILL BASE MATERIAL
BYPASS ROAD CONSTRUCTION TYPICAL SECTION
NOT TO SCALE
- OVER -
0.5' OF COMPACTED 1"-MINUS SURFACE ROCK
1.0' OF SCARIFIED AND COMPACTED EXISTING BASE MATERIAL
- OVER -
COMPACTED SUB-BASE FILL MATERIAL
- OVER -
0.5' OF COMPACTED 1-1/2"-MINUS BASE ROCK
MATCH EXISTING SURFACE ELEVATION
DAYLIGHT / MATCH
EXISTING FILL SLOPES,
BOTH SIDES
1-1/2"-MINUS
SHOULDER
AGGREGATE
BOTH SIDES
1.0' OF COMPACTED STRUCTURAL FILL BASE MATERIAL
FULL WIDTH PAVED ROAD RECONSTRUCTION TYPICAL SECTION
NOT TO SCALE
- OVER -
COMPACTED SUB-BASE FILL MATERIAL
- OVER -
(1) LIFT OF 3" HMAC
TRIAXIAL GEOGRID REINFORCEMENT
- OVER -
NOTE: FULL WIDTH OF EXISTING SURFACE VARIES
NOTE: FULL WIDTH OF EXISTING SURFACE VARIES
1-1/2"-MINUS
SHOULDER
AGGREGATE
BOTH SIDES
1-1/2"-MINUS
SHOULDER
AGGREGATE
SAWCUT EDGES, SEAL WITH TACK COAT AND SAND COVER
SAWCUT EDGES, SEAL WITH TACK COAT AND SAND COVER
SAWCUT EDGES, SEAL WITH TACK COAT AND SAND COVER
BID ITEM 208 (01) & (02)
OPTION ITEM 208 (03)
BID ITEM 208 (02)
OPTION ITEM 208 (04) OPTION ITEM 208 (03)
OPTION ITEM 403 (01)
BID ITEM 204 (01) BID ITEM 204 (02)
INCLUDE NEW 1-1/2" SHOULDER ROCK
FOR LENGTH OF OVERLAY
BOTH SIDES
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-16
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
SHEET: 16 OF 20
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 03/24/2022
AutoCAD SHX Text
TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1
AutoCAD SHX Text
CULVERT REPLACEMENT & ROAD REPAIR
TYPICALS - ROAD REPAIR
NOTE:
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AND A SMOOTH TRANSITION.
MATCH EXISTING
SURFACE ELEVATION
FULL WIDTH OF EXISTING SURFACING - VARIES
CULVERT INSTALLATION / REPLACEMENT TYPICAL SECTION
NOT TO SCALE
PLACED 1.5 CYD OF
CLASS 100 RIPRAP
OUTLET PROTECTION
WHEN INDICATED
PIPE BEDDING
1/2 D 1/2 DD
1/4 D
PROPOSED CULVERT INSTALLATION TRENCH TYPICAL SECTION
NOT TO SCALE
PIPE BEDDING
3/4-0" CRUSHED
AGGREGATE
PIPE BACKFILL MAXIMUM
1' LIFTS OF COMPACTED
3" CRUSHED AGGREGATE
UP TO 3 FT DEPTH,
OVER 3 FT DEPTH USE
STRUCTURAL FILL OVER
PIPE TO ELEVATION 3.5 FT
BELOW HMAC.
- OVER -
- OVER -
COMPACTED Crushed Aggregate Pipe Bedding
COMPACTED Crushed Aggregate Backfill
(1) LIFT 3" OF - HMAC for Culvert Installation Used As Asphalt Surface Course
(1) LIFT 3" OF HMAC
for Surface Course
MIN. 24"
COVER HEIGHT
EROSION CONTROL MEASURES REQUIRED
FOR INSTALLATIONS OCCURRING DURING
INCLEMENT WEATHER CONDITIONS
AND/OR WITH THE PRESENCE OF
GROUND WATER. (Waddles, Haybales, Fencing)
EXTEND CULVERT
MINIMUM 1 FOOT
BEYOND SLOPE
EXTEND CULVERT
MINIMUM 1 FOOT
BEYOND SLOPE
SEE TYPICAL TRENCH SECTION
SEE SITE PLAN FOR SIZE AND LOCATION OF CULVERTS
MIN. 2% SLOPE, NOT TO EXCEED
6% SLOPE UNLESS INDICATED
SINK PIPE INLET 15% OF DIAMETER
SEAL SAWCUT EDGES WITH TACK COAT AND SAND COVER
SEAL SAWCUT EDGES WITH TACK COAT AND SAND COVER
0.5 - FT LIFT OF COMPACTED
1-1/2" CRUSHED AGGREGATE
TRIAXIAL GEOGRID REINFORCEMENT
REQUIRED ONLY WHEN TRENCH
WIDTH EXCEEDS 8 FEET
DEWATERING REQUIRED
FOR INSTALLATIONS OCCURRING WHEN
SURFACE AND/OR SUBSURFACE FLOW IS
PRESENT. SEE DEWATERING TYPICAL SHEET.
EXISTING
SLOPE
with SHOULDER RECONSTRUCTION
PAVEMENT
SHOULDER MATERIAL
6-INCH MINUS, COMPACTED
18-INCH LIFTS
EXTENDS 30 FEET ALONG ROAD
NOT TO SCALE
NOTE:
REMOVE DEBRIS FROM SHOULDER
AND DITCH BEFORE ROCK PLACEMENT
SUPPLY AND INSTALL 2-FOOT CMP EXTENSION SECTION
TO EXISTING 24" DIA CMP. USE 12-INCH ANNULAR BAND
AND RUBBER SEAL. END MODIFICATION MAY BE REQUIRED.
CONTRACTOR TO VERIFY DIMENSIONS.
CONSTRUCT MIN. 12-INCH SHOULDER
EDGE FLUSH WITH PAVEMENT. OUTSLOPE 1%
OPTION ITEM 602 (02)
CONSTRUCTED SLOPE
MIN. 1H:1.7V
EXISTING SLOPE
BED PIPE AND DITCH w/ 0.5FT OF
1-INCH MINUS AND BENTONITE CLAY 50/50 BLEND.
BED BTM DITCH AND PIPE INLET 3-INCHES
COMPACT 95% TO ASSURE
NO FLOW AROUND/UNDER PIPE
PIPE EXTENSION TYPICAL SECTION
APPROX. 5 FEET
**APPROX. 0.42 TON PER LINEAL FOOT**
OPTION ITEM 602 (01)
OPTION ITEM 204 (04)
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING NO. 2022-CAS-1653-01-17
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
SHEET: 17 OF 20
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 01/24/2022
AutoCAD SHX Text
TAJ
AutoCAD SHX Text
QUARTZVILLE RD 12-3E-29.1
AutoCAD SHX Text
CULVERT REPLACEMENT & ROAD REPAIR
TYPICALS - MINOR CULVERT
K-RAIL INSTALLATION TYPICAL SECTION
NOT TO SCALE
EXISTING SLOPE
SHOULDER ROCK TYPICAL SECTION
PAVEMENTSHOULDER MATERIAL
COMPACTED 3-INCH MINUS
AVG. 6-INCH DEPTH
FLUSH WITH PAVEMENT
EXISTING
SLOPE
SHOULDER ROCK TYPICAL SECTION
PAVEMENT
SHOULDER MATERIAL
COMPACTED 3-INCH MINUS
AVG. 6-INCH DEPTH
VARIES
AVG. 4 FT
FLUSH WITH PAVEMENT
OUTSLOPE DITCHLINE
ENCROACHMENT
INTO DITCH NOT
TO EXCEED HALF
DITCH WIDTH
NOT TO SCALENOT TO SCALE
NOTE:
REMOVE GRASS / MUD / DEBRIS FROM DITCH,
ENSURE FLOW BEFORE ROCK PLACEMENT
NOTE:
REMOVE DEBRIS FROM SHOULDER
BEFORE ROCK PLACEMENT
SHOULDER RECONSTRUCTION TYPICAL SECTION
PAVEMENT
SLOPE MATERIAL
CL100 or 200 RIPRAP w/ 6-INCH MINUS, COMPACTED 24-INCH LIFTS
NOT TO SCALE
NOTE:
REMOVE DEBRIS FROM SHOULDER
AND SLOPE BEFORE ROCK PLACEMENT
NOT TO EXCEED
8 FEET
CONSTRUCT MIN. 12-INCH SHOULDER
EDGE FLUSH WITH PAVEMENT. OUTSLOPE 1%
PAVEMENT
CONSTRUCT BENCH
COMPACTED
1-1/2-INCH MINUS
AVG. 3-INCH DEPTH
OUTSLOPE 1%
VARIES
AVG. 4-FT
FLUSH
w/ PAVEMENT
NOTE:
REMOVE DEBRIS FROM AREA
BEFORE ROCK PLACEMENT
CONTRACTOR-PROVIDED
CONCRETE K-RAIL
TRAFFIC BARRIERS.
CONTRACTOR REQUIRED
TO TRANSPORT AND SET.
2-FOOT MIN. SHOULDER1-FOOT MIN.
SHOULDER
**APPROX. 0.17 TON PER LINEAL FOOT**
VARIES
AVG. 4 FT
**APPROX. 0.17 TON PER LINEAL FOOT**
1-FOOT MIN.
SHOULDER
PAVEMENT
SHOULDER MATERIAL
COMPACTED 1-1/2-INCH MINUS
AVG. 5-INCH DEPTH
FLUSH WITH PAVEMENT
1-FOOT MIN.
SHOULDER
SHOULDER ROCK TYPICAL SECTION
TURNOUT
NOT TO SCALE
**APPROX. 0.11 TON
PER LINEAL FOOT**
VARIES
AVG. 4 FT
**APPROX. 0.62 TON PER LINEAL FOOT**
**APPROX. 0.10 TON PER LINEAL FOOT**
NOTES:
1) GOVERNMENT TO MARK ACTUAL
CONCRETE K-RAIL LOCATIONS.
2) CONNECTING PINS REQUIRED
BOTH ENDS OF EACH K-RAIL
NOTE:
REMOVE DEBRIS FROM
SHOULDER BEFORE
ROCK PLACEMENT
OPTION ITEM 301 (03)
OPTION ITEM 403 (01 & 02)
OPTION ITEM 301 (06)
GUARDRAIL INSTALLATION TYPICAL SECTION
NOT TO SCALE
EXISTING SLOPE
PAVEMENT
**REQUIRED FOR NEW INSTALLATION**
CONSTRUCT SHOULDER
COMPACTED 3-INCH MINUS
AVG. 10-INCH DEPTH, OUTSLOPE 1%
VARIES
AVG. 5-FT
FLUSH w/
PAVEMENT
NOTE:
REMOVE DEBRIS FROM SHOULDER
BEFORE ROCK PLACEMENT
1:1 MAX. SLOPE
REFER TO FP-14 SECTION 710 and
ODOT STD. DETAILS 1400 - 1499
FOR SPECIFIC COMPONENT and
INSTALLATION REQUIREMENTS
2-FOOT MIN. SHOULDER
OPTION ITEM 617 (01)-(03)
CONSTRUCTED SLOPE
MIN. 1H:1V
EXISTING SLOPE
EXCAVATE MIN. 3-FOOT BENCH
AT OPTIMUM LOCATION
2-FOOT MIN. SHOULDER EXT.
GALV. "W" RAILS
MATCH EXISTING TIMBER COMPONENTS
*NEW SECTIONS MAY DEVIATE FROM
EXISTING ADJACENT GUARDRAIL
CONFIGURATIONS*
OPTION ITEM 618 (01 & 02)
INCLUDED w/
OPTION ITEM 301 (05)OPTION ITEM 301 (04)
INCLUDED w/
OPTION ITEM 403 (01 & 02)
INCLUDED w/
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
NW OREGON DISTRICT
AutoCAD SHX Text
OREGON STATE OFFICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD…
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