Attachment 2 PLANS.pdf
PDF 3 MB Posted
- Attached to
- Chama Basin Trail Bridge Federal contract opportunity
- Solicitation number
- 1240LT22Q0149
- Issued by
- Department of Agriculture Forest Service
About this file
This document package includes plans and drawings for a federal construction contract opportunity to build the Chama Basin Trail Bridge. The project scope involves clearing and grubbing, excavating foundations, constructing abutments and wingwalls, backfilling, installing riprap, erecting steel girders, building the bridge, constructing approach embankments and rails, applying aggregate surfacing, and seeding upon completion. The estimated price range for removing trees, building the 48-foot clear span bridge over the Chama River Trail, and finishing the approaches is between $25,000 and $100,000. A mandatory site visit will take place on September 7, 2022 at 2:00 PM at the coordinates 37.032446N 106.554W, accessible by driving south from Antonito, Colorado on highways CO-17 and NM-17 then turning right on County Road 455/Forest Service Road 121 for approximately 6 miles to the Chama Basin Trailhead.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 1.pdf | ||
| Attachment 1 Specifications.pdf | ||
| 1240LT22Q0149.pdf | ||
| Attachment 3 Wage Determination.pdf |
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Text version
Attachment #2-1240LT22Q0149
AutoCAD SHX Text
ESTCODE
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ESTCODE
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CHAMA BASIN TRAIL BRIDGE - NO. 738 - 0.1
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PROJECT LOCATION
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PROJECT DESCRIPTION
AutoCAD SHX Text NOTE: This bridge design complies with Region
AutoCAD SHX Text 2 Standard Trail Bridge Design approved by FSM
AutoCAD SHX Text 2338-33, R-2 Supp. 91.5/81.
AutoCAD SHX Text
CONEJOS RANGER DISTRICT
AutoCAD SHX Text %%U SLOTTED STEEL PLATE (3/4" Bearing)
AutoCAD SHX Text %%uANCHOR BOLT DETAIL
AutoCAD SHX Text 16"
AutoCAD SHX Text 16"
AutoCAD SHX Text with nut and washer (typ)
AutoCAD SHX Text 1/2"%%Cx6" Anchor bolt
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DETAILS
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ANCHOR BOLT
AutoCAD SHX Text bottom of joist.
AutoCAD SHX Text plate, welded to
AutoCAD SHX Text 3/4" Steel bearing
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DETAILS
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ABUTMENT
AutoCAD SHX Text Rio Grande National Forest
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CHAMA BASIN TRAIL BRIDGE
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PROJECT LOCATIONS AND DETAILS
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NO SCALE
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A. MCCAW
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A. MCCAW
AutoCAD SHX Text No. 738 - 0.1
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U.S. DEPARTMENT OF AGRICULTURE
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AutoCAD SHX Text Regional Engineer
AutoCAD SHX Text Project Name
AutoCAD SHX Text Forest
AutoCAD SHX Text Sheet Title
AutoCAD SHX Text Sheet
AutoCAD SHX Text of
AutoCAD SHX Text Drawn
AutoCAD SHX Text Design
AutoCAD SHX Text Checked
AutoCAD SHX Text Reviewed
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FOREST SERVICE
AutoCAD SHX Text Approved By
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ROCKY MOUNTAIN REGION
AutoCAD SHX Text Recommended By
AutoCAD SHX Text Forest Engineer
AutoCAD SHX Text District Ranger
AutoCAD SHX Text Date
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UNITED STATES DEPARTMENT OF AGRICULTURE
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FOREST SERVICE
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REGION 2
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SAN JUAN NATIONAL FOREST
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CONSTRUCTION DRAWINGS FOR
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INDEX TO SHEETS
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SHEET NO.
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DESCRIPTION
AutoCAD SHX Text Trail approach to match
AutoCAD SHX Text new bridge deck elevations.
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PROJECT LOCATION
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LOCATION
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PROJECT
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SYMBOL
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DESCRIPTION
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BUENA VISTA
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MONTROSE
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CRAIG
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JUNCTION
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GRAND
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CITY
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CANON
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DENVER
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DURANGO
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CORTEZ
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PUEBLO
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SALIDA
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GUNNISON
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SPRINGS
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GLENWOOD
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ALAMOSA
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TRINIDAD
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WALSENBURG
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ROCKY FORD
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SPRINGS
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COLORADO
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LIMON
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STERLING
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FT. COLLINS
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KANSAS
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UTAH
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WYOMING
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NEBRASKA
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OKALHOMA
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NEW MEXICO
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COLORADO STATE VICINITY MAP
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STATE HIGHWAY
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U.S. HIGHWAY
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INTERSTATE HIGHWAY
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DESCRIPTION
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SYMBOL
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LA JARE
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SYMBOL
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DESCRIPTION
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CAMPGROUND
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US HIGHWAY
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AutoCAD SHX Text o
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FOREST DEVELOPMENT TRAIL
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PRIVATE LAND
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COUNTY ROAD
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NATIONAL FOREST SYSTEM ROAD
AutoCAD SHX Text Trail Construction: Construct, as shown on the drawings, a trail to connect the existing trail to the constructed trail bridge. Trail Bridge Abutments: Excavate, construct and install all items for abutments as shown on these plans. Trail Bridge Construction: Fabricate, deliver, and install open web steel joist trail bridge with wood handrails, approach rails, and deck. Chama Basin Trail Bridge 48' clear span, 50' total length. Alternative bridge type shall be considered with approved accompanying design. Reclamation: Following construction of features, the site shall be raked smooth, seeded and mulched.
AutoCAD SHX Text The Chama Basin Trail Bridge No. 738-0.1 located on the Conejos Ranger District of the Rio Grande National Forest, Latitude 37.03497326, Longitude -106.5533922. Directions: From Chama, NM travel north on Highway 17 to the Chama River Road (FSR 121), turn left onto FSR 121, travel about 6 miles north to the Rio Grande NF boundary. Take the left fork about one mile to the new bridge location.
AutoCAD SHX Text
CONCRETE ABUTMENTS
AutoCAD SHX Text 1/2" ° X 6" Anchor boltssecured with non-shrink grout.
AutoCAD SHX Text Concrete Abutment Seat
AutoCAD SHX Text 1 2 3 4 5 6
AutoCAD SHX Text TITLE SHEET GENERAL NOTES AND QUANTITIES TRAIL BRIDGE DETAIL PLAN & PROFILE ABUTMENT 1 LAYOUT ABUTMENT 2 LAYOUT
AutoCAD SHX Text NOTE: 1. Confirm bolt pattern and location with Confirm bolt pattern and location with engineer to match manufacturer's requirements for the joists. 2. Fabricate bearing plates and weld to each joist end prior to painting trusses. 3. Lower bearing plates shall have standard holes, upper bearing plates shall be slotted.
AutoCAD SHX Text Grouted anchor bolts.
AutoCAD SHX Text Regional Bridge Engineer
AutoCAD SHX Text Forest Supervisor
AutoCAD SHX Text 3/4"x6"x1'-0" Steel bearing plate, welded to joist. Bearing plate shall be beveled to match slope of bridge.
AutoCAD SHX Text Elasometric pad under each bearing plate.
AutoCAD SHX Text Elasometric pad
AutoCAD SHX Text %%U STANDARD STEEL PLATE (3/4" Bearing)
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DETAILS
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ANCHOR BOLT
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TOP CHORD TRUSS ANGLE IRON
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2" X 6" NAILER
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1/2" X 6" BOLT COUNTER SUNK FLUSH ENDS OF BOARDS AND 3 FEET O.C.
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2" FLAT WASHER
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NAILER FASTENING DETAIL
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FSR 121
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TO CHAMA, NM
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CONSTRUCT BRIDGE
Attachment #2-1240LT22Q0149
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 1/2
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ROCKY MOUNTAIN REGION
CHAMA BASIN
TRAIL BRIDGE
RIO GRAND NF
CONEJOS RD
CHAMA BASIN TRAIL
BRIDGE DETAILS
04/21/2020
A. MCCAW
A. MCCAW
R2 STANDARD
C1 3 6
Attachment #2-1240LT22Q0149
AutoCAD SHX Text To fit between truss members.
AutoCAD SHX Text 4"x6"x4'-6" Rail posts
AutoCAD SHX Text 3"x10"x6'-6" Decking
AutoCAD SHX Text 4"x4" Curb
AutoCAD SHX Text 2 - 1/2"%%c x 7" C. Bolts
AutoCAD SHX Text With 1 Flat Washer
AutoCAD SHX Text 3"x6" Handrail (S-4-S)
AutoCAD SHX Text 1/2"%%c M. Bolts (Countersunk)
AutoCAD SHX Text 2 Flat Washers, each side
AutoCAD SHX Text (Oversize on bottom against joist)
AutoCAD SHX Text 2"x4" Nailer Strip
AutoCAD SHX Text 3/4"%%cx7'-4" Steel rod
AutoCAD SHX Text 2 Flat Washers, each side
AutoCAD SHX Text (Placed between adjacent decking)
AutoCAD SHX Text 5/8"%%cx9" C. Bolt
AutoCAD SHX Text 1 Flat Washer
AutoCAD SHX Text 5/8"%%cx16" C. Bolt
AutoCAD SHX Text 2 Flat Washers
AutoCAD SHX Text 5/8"%%cx11" M. Bolts
AutoCAD SHX Text 2 Flat Washers, each side
AutoCAD SHX Text 4"x4"x7'-4" Post Ties
AutoCAD SHX Text 5/8"%%cx8" C. Bolts
AutoCAD SHX Text 1 Flat Washer
AutoCAD SHX Text %%uLONGITUDINAL SECTION
AutoCAD SHX Text
VULCRAFT LH SERIES LONG SPAN STEEL JOISTS
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3 REQUIRED
AutoCAD SHX Text Diagonal cross bracing (4 minimum).
AutoCAD SHX Text %%uCROSS SECTION
AutoCAD SHX Text %%uDETAIL "A" - RAIL SPLICE
AutoCAD SHX Text C
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AutoCAD SHX Text 3"X6" Handrail (S4S)
AutoCAD SHX Text 4"x6"x4'-6" Rail Post
AutoCAD SHX Text 1/2"%%cx7" C. Bolt
AutoCAD SHX Text 1 Flat Washer
AutoCAD SHX Text 3"x6" Handrail (S4S)
AutoCAD SHX Text 4"x6"x4'-6" Rail Post
AutoCAD SHX Text 4"x6"x4'-6" Rail Post
AutoCAD SHX Text 2"x4" Nailer Strip
AutoCAD SHX Text Interrupt where necessary
AutoCAD SHX Text to miss bridging.
AutoCAD SHX Text C
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AutoCAD SHX Text 4"X4"
AutoCAD SHX Text Curb
AutoCAD SHX Text 3"x6" Handrail (S4S)
AutoCAD SHX Text 1/2"%%cx7" C. Bolts
AutoCAD SHX Text 1 Flat Washer
AutoCAD SHX Text 5/8"%%cx16" C. Bolt
AutoCAD SHX Text 2 Flat Washers
AutoCAD SHX Text 5/8"%%cx9" C. Bolt
AutoCAD SHX Text 1 Flat Washer
AutoCAD SHX Text 3/4"%%cx7'-4" Steel Rod
AutoCAD SHX Text 2 Flat Washers, each side
AutoCAD SHX Text 1-1/2" of Thread at each end
AutoCAD SHX Text (Placed between Decking Planks)
AutoCAD SHX Text 5/8"%%cx11" M. Bolt
AutoCAD SHX Text 2 Flat Washers, each side
AutoCAD SHX Text L
AutoCAD SHX Text C
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AutoCAD SHX Text 4"x4"x7'-4" Post Ties
AutoCAD SHX Text Angle Bracing
AutoCAD SHX Text (5 Locations, max. 10' Spacing)
AutoCAD SHX Text Size per manufacturer
AutoCAD SHX Text Bevel tops of all posts
AutoCAD SHX Text at 45%%d angles.
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BRIDGE
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CLEAR SPAN
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JOIST BASE
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LENGTH
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JOIST DESIGNATION
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48 FT.
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50 FT.
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JOIST TABLE - VULCRAFT LH SERIES LONG SPAN STEEL JOISTS
AutoCAD SHX Text The contractor shall furnish the Forest Service a shop drawing of the joist showing length and seating details, and a Certification of Materials indicating the type of steel furnished. The contractor shall verify correct length prior to ordering. Trusses, splices, bracing and connections shall be design by a Colorado registered professional engineer. An alternative bridge design may be considered. The alternate design shall be submitted to the CO for approval. The alternate design shall included complete AUTOCAD drawings and calculations. The design shall meet the design data criteria, and shall fit the design abutments with no modifications. Bridge shall be designed and approved prior to ordering materials.
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GEYSER SPRINGS
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28LH13 SQUARE END CENTER SPLICE (3 EACH)
AutoCAD SHX Text 3 - 3"x12" Running Plank (rough). Chamfer 1-1/2" X 1-1/2" at end of bridge
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AND AS DIRECTED BY THE ENGINEER.
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LIMITS AS SHOWN ON THE PLANS
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BOTTOM OF
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TYPE IV, A PAID UNDER
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SECTION THRU SLOPE PROTECTION
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EXISTING
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ABUT 1 AS SHOWN.
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ABUT 2 SIMILAR. 2:1 SLOPE.
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AutoCAD SHX Text 2'-0"
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CLASS 5
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RIPRAP
AutoCAD SHX Text 3'-0"
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WOVEN GEOTEXTILE,
AutoCAD SHX Text 2'-0"
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CHANNEL
AutoCAD SHX Text 6'
AutoCAD SHX Text 3'
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SECTION 25102
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E
L: 18.23
Δ: 41.79
R: 25.00
S
W
N76°01'22"W
72.46'
L: 12.97
Δ: 29.73
R: 25.00
S
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STATION (FEET)
FST 738 PROFILE
0+851+001+502+002+503+003+50
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 1/2
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ROCKY MOUNTAIN REGION
CHAMA BASIN
TRAIL BRIDGE
RIO GRANDE NF
CONEJOS RD
CHAMA BASIN PLAN &
PROFILE
04/20/2020
A. MCCAW
A. MCCAW
R2 STANDARD
C2 4 6
EXISTING TRAILS CL
.4
-6 .3
8'-3"
RETAIN FILL (TYP)
Q
ELEV. = 8689.59
RIPRAP, SEE
MISCELLANEOUS
SETAILS 1, SHEET C1
EXISTING GROUND
BEGIN TRAIL
CONSTRUCTION
STA. 1+09.40
TIE INTO EXISTING TRAIL
END PROJECT
STA. 3+37.97
TIE INTO EXISTING TRAIL
49'-10"
FRONT FACE OF
BACKWALL
ABUTMENT 1
STA. 1+64.00
T.O. TRUSS ELEV. 8695.52
FRONT FACE OF BACKWALL
ABUTMENT 2
STA. 2+14.00
T.O. TRUSS ELEV. 8695.10
PROPOSED GRADE
ALONG OUTSIDE FACE
OF WING WALL
STA. 1+00
TIE INTO EXISTING TRAIL
N: 13450149.9600
E: 1186869.9410
ELEV. 8692.10
STA. 3+38.24
TIE INTO EXISTING TRAIL
N: 13450142.9126
E: 1187348.4288
ELEV. 8687.79
PROPOSED
GRADING
EXISTING
FENCE TO
REMAIN
NOTES:
1) DE-WATERING MAY BE REQUIRED FOR CONSTRUCTION OF
FOUNDATIONS. SEDIMENT BASIN AREAS TO BE LOCATED AS
DIRECTED BY THE C.O.
2) BRIDGE MUST BE IN PLACE PRIOR TO PLACEMENT OF
BACKFILL AT ABUTMENT 2.
3) GRADE WITH CRUSHED AGGREGATE. TYPE SURFACING,
CDOT AGGREGATE BASE COURSE, CLASS 6 AS INDICATED
BY PROPOSED CONTOURS ALONG TRAIL.
4) FILL MATERIAL FOR TRAIL AND BRIDGE FROM BORROW
SOURCE AS DESIGNATED BY C.O. NO FURTHER THAN 2
MILES FROM CONSTRUCTION SITE.
TYPICAL TRAIL SECTION
6.00'
FINISHED
TRAIL
SURFACE
6" CDOT CLASS VI
COMPACTED
EXISTING
GROUND
SLOPES AND
DISTURBED GROUND
SHALL BE SCARIFIED
AND SEEDED
NOTES:
EMBANKMENT MATERIAL - 256 CU. YD.
SHALL CONFORM TO SPECIFICATION 704.06
EDGE
STREAM
C
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Attachment #2-1240LT22Q0149
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 1/2
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ROCKY MOUNTAIN REGION
CHAMA BASIN
TRAIL BRIDGE
RIO GRANDE NF
CONEJOS RD
ABUTMENT 1 LAYOUT
04/08/2020
A. MCCAW
A. MCCAW
R2 STANDARD
AB1
5 6
Attachment #2-1240LT22Q0149
AutoCAD SHX Text
VARIES
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AHEAD STA.
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STA. 1+93.32
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FRONT FACE OF BACKWALL
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L BRIDGE
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AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text
AutoCAD SHX Text 1'-0"
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8'-3" (TYP.)
AutoCAD SHX Text 1'-9"
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BRIDGE SEAT
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TOP OF BACKWALL (T.O. DECK)
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COORDINATE DIMENSION WITH FABRICATED BRIDGE
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ASSUMED FOR DESIGN
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AutoCAD SHX Text 1'-0"
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ELEV. 8686.78
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OF ABUT
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BACK FACE
AutoCAD SHX Text 30%%d
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
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AutoCAD SHX Text 2'
AutoCAD SHX Text 1'-0"
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FRONT FACE
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9'-6" (TYP.)
AutoCAD SHX Text #5 @ 12"
AutoCAD SHX Text #5 @ 9"
AutoCAD SHX Text
OF BACKWALL
AutoCAD SHX Text #5 @ 12" X
AutoCAD SHX Text #5 @ 9" X
AutoCAD SHX Text #5 @ 9" X
AutoCAD SHX Text 12 #5 @ 12"
AutoCAD SHX Text 8"
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VARIES
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VARIES
AutoCAD SHX Text 12"
AutoCAD SHX Text 6 #5 E.F.X
AutoCAD SHX Text 4"
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HOOK TO BE VERTICAL
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 4'-9"
AutoCAD SHX Text 3'-9"
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3" CLR.
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text #5 @ 9" X
AutoCAD SHX Text #5
AutoCAD SHX Text #5
AutoCAD SHX Text
2" CLR. (TYP)
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9" MAX.
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4 SP @ 12"
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VARIES
AutoCAD SHX Text #5
AutoCAD SHX Text #5
AutoCAD SHX Text 2'-9"
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ADJUST IF NECESSARY.
AutoCAD SHX Text
#5 EACH FACE (E.F.)
AutoCAD SHX Text 5002.68
AutoCAD SHX Text 6 #5 @ 10"
AutoCAD SHX Text
ELEV. =
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#5 E.F. SLOPE TO
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MATCH WING WALL
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12" MAX.
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VARIES
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SEE NOTE 1.
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L BRIDGE
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MIN. ELEV. 5001.00
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STA. 1+66.83
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AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
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AutoCAD SHX Text I
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/1 6/2
0 0 7:
A
LL
EN
MC
CA
W C
:\U
SE
RS
\A
LL
EN
MC
CA
W \B
OX
\71
EN
GI
NE
ER
IN
G\
EN
GI
NE
ER
IN
G\
AU
TO
CA
D\
_C
HA
MA
BA
SI
NT
B\
AB
UT
2.D W
G;
R2
ROCKY MOUNTAIN REGION
CHAMA BASIN
TRAIL BRIDGE
RIO GRANDE NF
CONEJOS RANGER DISTRICT
ABUTMENT 2 LAYOUT
04/10/2020
A. MCCAW
A. MCCAW
R2 STANDARD
AB2
6 6
Attachment #2-1240LT22Q0149
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
AHEAD STA.
AutoCAD SHX Text
STA. 2+43.32
AutoCAD SHX Text
FRONT FACE OF BACKWALL
AutoCAD SHX Text
L BRIDGE
AutoCAD SHX Text C
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
8'-3" (TYP.)
AutoCAD SHX Text 1'-9"
AutoCAD SHX Text
BRIDGE SEAT
AutoCAD SHX Text
TOP OF BACKWALL (T.O. DECK)
AutoCAD SHX Text
COORDINATE DIMENSION WITH FABRICATED BRIDGE
AutoCAD SHX Text
ASSUMED FOR DESIGN
AutoCAD SHX Text
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
ELEV. 8686.78
AutoCAD SHX Text
OF ABUT
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text 30%%d
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
9'-6" (TYP.)
AutoCAD SHX Text #5 @ 12"
AutoCAD SHX Text #5 @ 9"
AutoCAD SHX Text
OF BACKWALL
AutoCAD SHX Text #5 @ 12" X
AutoCAD SHX Text #5 @ 9" X
AutoCAD SHX Text #5 @ 9" X
AutoCAD SHX Text 12 #5 @ 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 12"
AutoCAD SHX Text 6 #5 E.F.X
AutoCAD SHX Text 4"
AutoCAD SHX Text
HOOK TO BE VERTICAL
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 4'-9"
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text #5 @ 9" X
AutoCAD SHX Text #5
AutoCAD SHX Text #5
AutoCAD SHX Text
2" CLR. (TYP)
AutoCAD SHX Text
9" MAX.
AutoCAD SHX Text
4 SP @ 12"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text #5
AutoCAD SHX Text #5
AutoCAD SHX Text 2'-9"
AutoCAD SHX Text
ADJUST IF NECESSARY.
AutoCAD SHX Text
#5 EACH FACE (E.F.)
AutoCAD SHX Text 5002.68
AutoCAD SHX Text 6 #5 @ 10"
AutoCAD SHX Text
ELEV. =
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#5 E.F. SLOPE TO
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MATCH WING WALL
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12" MAX.
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VARIES
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
SEE NOTE 1.
AutoCAD SHX Text C
AutoCAD SHX Text
L BRIDGE
AutoCAD SHX Text
MIN. ELEV. 5002.00
AutoCAD SHX Text
STA. 2+11.18
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
| TITLE |
| GenNotesPage2 |
| tB PAGE 3 |
| Sheets and Views |
| PLOT |
| P&P page 4 |
| Sheets and Views |
| PLOT |
| OLE1 |
| Abut1 page 5 |
| Sheets and Views |
| PLOT |
| Abut2 page 6 |
| Sheets and Views |
| PLOT |
| TITLE.pdf |
| Sheets and Views |
| Layout1 |
| PLOT |
| P&P page 4.pdf |
| Sheets and Views |
| PLOT |
| OLE1 |
File details come from the government source that posted it. Updated .