B08_21R0030_At1_Drawings.pdf
PDF 6 MB Posted
- Attached to
- KLAMATH FALLS ROCK REPLACEMENT Federal contract opportunity
- Solicitation number
- 140L0621R0030
About this file
This package includes drawings and specifications for the solicitation number 140L0621R0030 for the KLAMATH FALLS ROCK REPLACEMENT project. The project involves reconditioning and resurfacing several roads in the Klamath Falls, Oregon area managed by the Bureau of Land Management, including Round Valley Road, CCC Road, Gerber Dam Road, Onion Springs Road, Kakapo Road, National Knob Mainline Road, Copco/Big Bend Road, and Frain Ranch Road. The work includes clearing, brushing, grading, placing aggregate surface course, installing culverts, constructing concrete fords, and other activities. The drawings depict the locations and conditions of the roads, typical road sections, details of aggregate placement, culvert installation, and other specifications. Estimated quantities, schedules, and points of contact are also provided. The closing date for this solicitation was January 21, 2021.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B09_A1_21R0030_At6_QAs_Amend_1_0001.pdf | ||
| Sol_140L0621R0030_Amd_0001.pdf | ||
| SF24-16d_(Example_Bid_Bond)_0001.pdf | ||
| B09_A1_21R0030_At5_SV_Roster_0001.pdf | ||
| B09_A1_21R0030_1442_Cont_Doc_A1_0001.pdf | ||
| B08_21R0030_At3_WD_OR20210001.pdf | ||
| Sol_140L0621R0030.pdf | ||
| B08_21R0030_At4_Price_Breakout.xlsx | XLSX spreadsheet | |
| B08_21R0030_At2_Specs.pdf | ||
| B08_21R0030_1442_Cont_Doc_V3.pdf |
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Text version
1: COPCO/BIG BEND AND FRAIN RANCH ROAD (S.W. KENO)
2: ONION SPRINGS, KAKAPO, AND NATIONAL KNOB MAINLINE ROADS
(N.W. KENO)
3: ROUND VALLEY, CCC AND GERBER DAM ROADS (GERBER BLOCK)
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FLORENCE
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NEWPORT
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REEDSPORT
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COOS BAY
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DISTRICT OFFICE
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ROSEBURG
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MEDFORD
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EUGENE
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LAKEVIEW
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BURNS
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VALE
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PRINEVILLE
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SNAKE
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RIVER
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COLUMBIA
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RIVER
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BEND
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THE
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DALLAS
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ARLINGTON
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PENDLETON
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BAKER
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CITY
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KLAMATH FALLS
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PASS
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ASTORIA
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TILLAMOOK
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OREGON
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STATE OFFICE
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SAFETY
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LAKEVIEW DISTRICT,OREGON
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DRAWING NO.
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DATE:
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DRAWN:
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SHEET OF
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SCALE:
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RESOURCE AREA MANAGER
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DISTRICT ENGINEER
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ENGINEERING APPROVAL
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SUBMITTED
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APPROVED
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RECOMMENDED
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ADM, OPERATIONS
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DIVISION OF OPERATIONS
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REV. NO.
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DESCRIPTION
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LAKEVIEW DISTRICT
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DATE
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KLAMATH FALLS ROAD RECONDITIONING
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R. SMITH
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LVD-KFFO-1653-WSRP-GDR
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NTS
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PROJECT LOCATIONS
R.S.
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NOTE:
HIGHLIGHTED ROAD SEGMENTS INDICATE WHERE THE PROPOSED
WORK WILL TAKE PLACE. ROUND VALLEY ROAD CONSTITUTES THE
BASE BID, CCC AND GERBER DAM ROADS ARE OPTION ITEMS.
HIGHLIGHTED SECTIONS ARE REPRESENTATIVE, WORK ITEMS WILL BE
STAKED IN THE FIELD.
ROUND VALLEY ROAD
CCC ROAD
GERBER DAM ROAD
43 MILES TO KLAMATH FALLS, OR
18.5 MILES TO BONANZA, OR
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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APPROVED
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OF
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NTS
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ROBERT SMITH
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SITE MAP: GERBER BLOCK
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ALWAYS
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SAFETY
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NOTE:
HIGHLIGHTED ROAD SEGMENTS INDICATE WHERE THE PROPOSED WORK WILL TAKE PLACE. ONION SPRINGS AND KAKAPO ROADS CONSTITUE THE BASE BID, AND NATIONAL KNOB MAINLINE ROAD IS AN OPTION ITEM. HIGHLIGHTED SECTIONS ARE REPRESENTATIVE, WORK ITEMS WILL BE STAKED IN THE
FIELD.
ROCK PILE/QUARRY LOCATIONS IDENTIFIED ON THE MAP CAN BE USED FOR MATERIAL STAGING.
ONION SPRINGS ROAD
KAKAPO ROAD
NATIONAL KNOB MAINLINE ROAD
21.8 MILES TO KLAMATH FALLS, OR
11.1 MILES TO KENO, OR
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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APPROVED
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AS SHOWN
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ROBERT SMITH
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SITE MAP: NW KENO
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NOTE:
HIGHLIGHTED ROAD SEGMENTS INDICATE WHERE THE PROPOSED
WORK WILL TAKE PLACE. FRAIN RANCH ROAD AND COPCO/BIG BEND
ROAD BOTH HAVE WORK ITEMS IN THE BASE BID AND BID OPTIONS.
BASE BID AND BID OPTION ITEMS ARE DETAILED IN THE WORKLISTS.
HIGHLIGHTED SECTIONS ARE REPRESENTATIVE, WORK ITEMS WILL BE
STAKED IN THE FIELD.
COPCO/BIG BEND ROAD
FRAIN RANCH ROAD
18.5 MILES TO KLAMATH FALLS, OR
6.4 MILES TO KENO, OR
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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APPROVED
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ROBERT SMITH
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SITE MAP: SW KENO
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NOTE:
A CONVERSION RATE OF 1.25 CUBIC YARDS PER TON WAS USED
IN CALCULATING CONTRACT QUANTITIES OF ROCK.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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ESTIMATED QUANTITIES: BASE BID
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NOTE:
A CONVERSION RATE OF 1.25 CUBIC YARDS PER TON
WAS USED IN CALCULATING CONTRACT QUANTITIES OF
ROCK.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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ROBERT SMITH
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ESTIMATED QUANTITIES: BASE BID AND BID OPTION
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JAY LYSNE
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6" MIN
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DITCH
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SUBGRADE WIDTH
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LIMITS
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CLEARING
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WIDTH
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SURFACED
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LIMITS
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CLEARING
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2-3% CROWN
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(VARIABLE DISTANCE)
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ROAD PRISM
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TYPICAL CROWNED CROSS SECTION
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BRUSHING
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CUT SLOPE SIDE
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CLEARING
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2-6% SUPER ELEVATION RATE
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(VARIABLE DISTANCE)
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ROAD PRISM
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TYPICAL SUPER EVELATED CURVE CROSS SECTION
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BRUSHING
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6" MIN
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VARIABLE DISTANCE BETWEEN RUNNING SURFACE AND START OF FILL AND CUT SLOPE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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ROBERT SMITH
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JAY LYSNE
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SHOULDER
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UNITED STATES DEPARTMENT OF THE INTERIOR
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DESIGNED
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NOTE:
THE METRIC CONVERSTIONS ARE
PROVIDED IN PARENTHESIS
FOLLOWING THE ENGLISH UNITS.
NOTE:
THIS DETAIL DRAWING IS A STANDARD BLM DRAWING FOR INSTALLING CULVERTS.
DRAWING DEPICTS DETAILS TYPICAL OF STEEL CULVERTS. THE DRAWING IS INTENDED
TO SHOW TYPICAL INSTALLATION SCENARIOS AND COMPONENTS OF CULVERTS. DUAL
WALL HDPE SMOOTH INTERIOR PIPE WILL BE INSTALLED UNDER THIS CONTRACT. PIPE
JOINTS SHALL BE SOIL AND WATERTIGHT. ALL PIPE COMPONENTS SHALL BE OF A
SINGLE MANUFACTURE CONFORMING TO CONTRACT SPECIFICATIONS.
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%%UCULVERT INSTALLATION TYPES
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BEDDING OF CULVERTS
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SEE DITCH DIKE PLAN
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NATURAL CHANNEL
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SURFACE
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%%UTYPE 1
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%%UTYPE 3
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MUST DISCHARGE ON
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NATURAL GROUND
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%%UON STABLE NATURAL GROUND FOUNDATION OR COMPACTED EMBANKMENT
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APPROVED BEDDING MATERIAL
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FIRMLY TAMPED
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MIN.12'
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OR AS STAKED
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GRADE SHALL BE AS
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STAKED OR AS SHOWN
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ON THE PLANS
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CULVERT INLET &
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OUTLET DITCHES &
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DITCHES EXCEPT
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%%UTYPICAL DITCH SECTION
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SHEET 4A
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SHEET 4A
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AutoCAD SHX Text 457-2134
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AutoCAD SHX Text mm
AutoCAD SHX Text
AutoCAD SHX Text Inch
AutoCAD SHX Text mm
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text Inches
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DIAMETER
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PIPE
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ANN.
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HEL.
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AutoCAD SHX Text Inch
AutoCAD SHX Text mm
AutoCAD SHX Text 914-2134
AutoCAD SHX Text 914-3048
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Inch
AutoCAD SHX Text 2" x 2" x 3/16"
AutoCAD SHX Text (305 mm)
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AutoCAD SHX Text
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AutoCAD SHX Text Inch
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ROD
AutoCAD SHX Text # of
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AutoCAD SHX Text Inch
AutoCAD SHX Text mm
AutoCAD SHX Text 25 mm)
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 305-533
AutoCAD SHX Text 610-1372
AutoCAD SHX Text 1524-2134
AutoCAD SHX Text 914-1372
AutoCAD SHX Text 1524-2134
AutoCAD SHX Text 2134-3048
AutoCAD SHX Text 1/2"
AutoCAD SHX Text # of 1/2"
AutoCAD SHX Text (13 mm)
AutoCAD SHX Text
BOLTS
AutoCAD SHX Text 13 mm)
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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ROBERT SMITH
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CULVERT DETAILS
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ALWAYS
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THINK
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SAFETY
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JAY LYSNE
AutoCAD SHX Text
KLAMATH FALLS ROAD RECONDITIONING
12-29-2020 10
LVD-KFFO-1653-WSRP-GDR
AutoCAD SHX Text
FILL SLOPE 2:1 TYPICAL AND 1.5:1 IN MOUNTAINOUS TERRAIN
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FOR 3:1 TAPER OF SURFACE AND BASE MATERIAL
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SLOPE 2-4% - AVG. IS 3%
AutoCAD SHX Text 1.5
AutoCAD SHX Text
AutoCAD SHX Text
PROVIDE 1' FLAT BOTTOM DITCH WHERE FLOW AND TERRAIN ALLOWS
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
18' TYPICAL FOR A 14' TRAVEL WAY
AutoCAD SHX Text
CUT SLOPE TYP. IN MOUNTAINOUS TERRAIN
AutoCAD SHX Text
TYPICAL CROWNED SECTION
AutoCAD SHX Text
FILL SLOPE 2:1 TYPICAL AND 1.5:1 IN MOUNTAINOUS TERRAIN
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FOR 3:1 TAPER OF SURFACE AND BASE MATERIAL
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SUPERELEVATION RATE SLOPE 2-6%
AutoCAD SHX Text 1.5
AutoCAD SHX Text
AutoCAD SHX Text
PROVIDE 1' FLAT BOTTOM DITCH WHERE FLOW AND TERRAIN ALLOWS
AutoCAD SHX Text C
AutoCAD SHX Text L
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18' TYPICAL FOR A 14' TRAVEL WAY
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CUT SLOPE TYP. IN MOUNTAINOUS TERRAIN
AutoCAD SHX Text NOTE: 1) EXISTING SUBGRADE WIDTH OF ROADS VARIES. IN EXISTING SUBGRADE WIDTH OF ROADS VARIES. IN VARIES. IN SOME SECTIONS SUBGRADE WIDTH IS EQUAL TO THE TRAVEL LANE WIDTH. MATCH EXISTING SECTIONS EXISTING SECTIONS ENSURING A MINIMUM TRAVEL LANE WIDTH OF 14'. 2) TYPICAL SECTIONS DEPICT THE FINAL PRODUCT POST TYPICAL SECTIONS DEPICT THE FINAL PRODUCT POST CONSTRUCTION. 3) SEE WORKLISTS IN SPECIFICATIONS FOR REQUIRED SEE WORKLISTS IN SPECIFICATIONS FOR REQUIRED AGGREGATE SURFACE THICKNESS.
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AGGREGATE SURFACING
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TYPICAL SUPERELEVATED SECTION
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AGGREGATE SURFACING
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TYPICAL REINFORCED AGGREGATE SECTION 6 INCH LIFT
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REINFORCE SUBGRADE WITH GEOGRID
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TYPICAL UNREINFORCED AGGREGATE SECTION 4-6 INCH LIFT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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ROBERT SMITH
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TYPICAL AGGREGATE SECTIONS
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ALWAYS
AutoCAD SHX Text
THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
KLAMATH FALLS ROAD RECONDITIONING
AutoCAD SHX Text
JAY LYSNE
12-29-2020 11
LVD-KFFO-1653-WSRP-GDR
15 FEET
30 FEET
D O
W
N G
R A
D E
STABLIZE OUTLET
CLASS 1 RIP RAP
PER TABLE 705-1 (FP-14)
TYPICAL ROLLING DIP
NTS
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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ROBERT SMITH
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ROLLING DIP DETAIL
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ALWAYS
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THINK
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SAFETY
AutoCAD SHX Text
KLAMATH FALLS ROAD RECONDITIONING
AutoCAD SHX Text
JAY LYSNE
12-29-2020 12
LVD-KFFO-1653-WSRP-GDR
NOTE:
THIS DETAIL DRAWING IS A STANDARD BLM DRAWING FOR CONSTRUCTING
TURNOUTS. NO TURNOUTS WILL BE CONSTRUCTED UNDER THIS CONTRACT. THE
DRAWING IS INTENDED TO SHOW TYPICAL DIMENSION OF EXISTING TURNOUTS THAT
WERE USED IN THE CALCULATION OF AREAS FOR CONTRACTED QUANTITIES. SEE
SHEET 3 FOR DIMENSIONS USED IN AREA CALCULATIONS.
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%%UFILL
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SUBGRADE WIDTH
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%%UCUT
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VARIABLE
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ORIGINAL GROUND LINE
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%%UTYPICAL SIDE HILL SECTION
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%%UTYPICAL FULL CUT SECTION
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ORIGINAL GROUND LINE
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VARIABLE
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%%UCUT
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%%UCUT
AutoCAD SHX Text L
AutoCAD SHX Text
SUBGRADE WIDTH
AutoCAD SHX Text C
AutoCAD SHX Text
%%UCUT
AutoCAD SHX Text L
AutoCAD SHX Text C
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SUBGRADE WIDTH
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%%UFILL
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VARIABLE
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%%UTYPICAL EMBANKMENT SECTION
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%%UTURNOUTS
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
C TURNOUT
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AutoCAD SHX Text
SW + 10'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text 10'-0"
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SW + 10'-0"
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SUBGRADE
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WIDTH (SW)
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%%UPLAN
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TURNOUT LEFT
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TURNOUT RIGHT
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L TURNOUT
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%%UPROFILE SYMBOLS
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TURNOUT LEFT OR RIGHT
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SLOPE
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FLAT BOTTOM
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DITCH WIDTH
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VARIABLE
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FLAT BOTTOM
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DITCH WIDTH
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DITCH
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DEPTH
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SLOPE
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VARIABLE
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TURNOUT WIDTH
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VARIABLE
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DITCH WIDTH
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FLAT BOTTOM
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TURNOUT WIDTH
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DEPTH
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DITCH
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TURNOUT WIDTH
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PROFILE POINT
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PROFILE POINT
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PROFILE POINT
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HINGE POINT
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HINGE POINT
AutoCAD SHX Text (3048 mm)
AutoCAD SHX Text (3048 mm)
AutoCAD SHX Text (7620 mm)
AutoCAD SHX Text (7620 mm)
AutoCAD SHX Text (1524 mm)
AutoCAD SHX Text (1524 mm)
AutoCAD SHX Text (3048 mm)
AutoCAD SHX Text (7620 mm)
AutoCAD SHX Text (7620 mm)
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%%UNOTE:
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1. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS
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FOLLOWING THE ENGLISH UNITS.
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VARIABLE
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& PROFILE SHEET
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SEE PLAN
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& PROFILE SHEET
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HINGE POINT
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HINGE POINT
AutoCAD SHX Text
HINGE POINT
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HINGE POINT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
AutoCAD SHX Text
ROBERT SMITH
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TYPICAL TURNOUT DETAIL
AutoCAD SHX Text
ALWAYS
AutoCAD SHX Text
THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
KLAMATH FALLS ROAD RECONDITIONING
AutoCAD SHX Text
JAY LYSNE
12-29-2020 13
LVD-KFFO-1653-WSRP-GDR
WELDED WIRE FABRIC (6X6-W2.9XW2.9 (6 GAGE))
6" COMPACTED BASE MATERIAL
6" CONCRETE SLAB
2 (MATCH EXISTING GRADE)
14 FEET ROAD WIDTH
SECTION A-A
ISOMETRIC VIEW
CONCRETE FORD
A
A
PROFILE ALONG CENTERLINE OF CROSSING
36 FEET
12 FEET12 FEET12 FEET
MATCH EXISTING
GRADE OF ROAD
C
L
C
R
O
S
S
I N
G
F
L
O
W
TYPICAL CONCRETE FORD CROSSING
NTS
NOTE:
DIMENSIONS OF CROSSINGS NEED TO BE FIELD VERIFIED.
FINISHED SURFACE ELEVATIONS SHALL MATCH THOSE OF THE EXISTING CROSSINGS.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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ROBERT SMITH
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CONCRETE FORD DETAIL
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ALWAYS
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THINK
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SAFETY
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JAY LYSNE
AutoCAD SHX Text
KLAMATH FALLS ROAD RECONDITIONING
12-29-2020 14
LVD-KFFO-1653-WSRP-GDR
BEGINNING FRAIN RANCH ROAD
EXPOSED ROCK/AGGREGATE SURFACE MISSING
AGGREGATE SURFACE MISSING/DEBRIS IN ROAD
EXPOSED ROCK/AGGREGATE SURFACE MISSING SPRING RUNOFF RUNNING DOWN ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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ROBERT SMITH
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PROJECT PHOTOS: FRAIN RANCH
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ALWAYS
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THINK
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SAFETY
AutoCAD SHX Text
KLAMATH FALLS ROAD RECONDITIONING
AutoCAD SHX Text
JAY LYSNE
12-29-2020 15
LVD-KFFO-1653-WSRP-GDR
BEGINNING COPCO/BIG BEND ROAD
CULVERT WITH CRUSHED INLET
SPOT ROCKING SECTION
MISSING AGGREGATE
GRADED BERM
POTHOLE REPAIR
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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PROJECT PHOTOS: COPCO/BIG BEND
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ALWAYS
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THINK
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SAFETY
AutoCAD SHX Text
ROBERT SMITH
AutoCAD SHX Text
KLAMATH FALLS ROAD RECONDITIONING
AutoCAD SHX Text
JAY LYSNE
12-29-2020 16
LVD-KFFO-1653-WSRP-GDR
CCC ROAD @ BARNES VALLEY BOAT RAMP ROAD CONCRETE FORD CCC ROAD CCC ROAD CCC ROAD @ BARNES VALLEY ROAD
BARNES VALLEY ROAD @ CCC ROAD BARNES VALLEY ROAD @ GERBER ROAD
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
DESIGNED
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REVIEWED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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ROBERT SMITH
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ROUND VALLEY/CCC ROADS
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KLAMATH FALLS ROAD RECONDITIONING
AutoCAD SHX Text
JAY LYSNE
AutoCAD SHX Text
PROJECT PHOTOS:
| Sheets and Views |
| COVERSHEET.11X17_KFFO_ROCK-SHEET1 |
| KFFO_ROCKING-SHEET2 |
| KFFO_ROCKING-SHEET3 |
| KFFO_ROCKING-SHEET4 |
| KFFO_ROCKING-SHEET5 |
| KFFO_ROCKING-SHEET6 |
| KFFO_ROCKING-SHEET7 |
| KFFO_ROCKING-SHEET8 |
| KFFO_ROCKING-SHEET9 |
| KFFO_ROCKING-SHEET10 |
| KFFO_ROCKING-SHEET11 |
| KFFO_ROCKING-SHEET12 |
| KFFO_ROCKING-SHEET13 |
| KFFO_ROCKING_PHOTOS-FRAIN RANCH PHOTOS |
| KFFO_ROCKING_PHOTOS-COPCO PHOTOS |
| KFFO_ROCKING_PHOTOS-R.V. AND CCC PHOTOS |
| BRUSH DETAIL.pdf |
| Sheets and Views |
| SHEET7 |
| 2021-07-02T11:49:14-0700 | |
| JAMES FORBES |
| 2021-07-02T11:53:24-0700 | |
| ANGELA BULLA |
| 2021-07-02T12:05:32-0700 | |
| KEVIN HEATLEY |
File details come from the government source that posted it. Updated .