Contract_Drawings__4-30-19_Reduced_Size.pdf

PDF 2 MB Posted May 14, 2019

Attached to: Road #3123 Reconstruction Project Federal contract opportunity
Solicitation number: 12035519R0001
Issued by: Department of Agriculture Forest Service R1-Northern Region

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03 - Drawings

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File	Type	Posted
Attachments_12035519R0001.pdf	PDF	May 14, 2019
Short_Set_Solicitation.pdf	PDF	May 14, 2019
Complete_Solicitation_12035519R0001.pdf	PDF	May 14, 2019

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AutoCAD SHX Text

SHEET

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VICINITY MAP

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U.S. DEPARTMENT OF AGRICULTURE

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FOREST SERVICE

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NORTHERN REGION

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FOREST

CUSTER GALLATIN NATIONAL FOREST

Road #3123 Road Typical

APPROACH Typical

Road #3123 Curve Widening

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6" COMPACTED CRUSHED AGGREGATE ERIONITE FREE SURFACING, 6" COMPACTED SCORIA BASE

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10' MIN.

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CLEARING & BRUSHING LIMITS

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TOP OF CUT

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10' MIN.

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SLOPE H2:V1

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AutoCAD SHX Text 3'

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14' LANE WITH 2' SHOULDERS (18' WIDTH)

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3-5%%% CROWN

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CLEARING & BRUSHING LIMITS

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NO SCALE

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24' SUBGRADE

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EXISTING ROAD

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6" COMPACTED CRUSHED AGGREGATE ERIONITE FREE, 6" COMPACTED SCORIA BASE

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10' MIN.

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CLEARING & BRUSHING LIMITS

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TOP OF CUT

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10' MIN.

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SLOPE H2:V1

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AutoCAD SHX Text 3'

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22' STANDARD WIDTH CURVE WIDENING

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3-5%%% CROWN

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CLEARING & BRUSHING LIMITS

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NO SCALE

AutoCAD SHX Text H3:V1

AutoCAD SHX Text 1'

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28' SUBGRADE

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SHEET

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SCALE

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ROAD TYPICALS

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SHEET TITLE

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NTS

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U.S. DEPARTMENT OF AGRICULTURE

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FOREST SERVICE

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NORTHERN REGION

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FOREST

DESIGN: The cattleguard is designed for AASHTO HS20-44 loading, other designs are available through the Regional Bridge Section.

AutoCAD SHX Text STRUCTURAL STEEL: Structural tube rails shall conform to ASTM A501 or ASTM A500, Grade B. Formed rail shall be either ASTM A36 or ASTM A572, AutoCAD SHX Text Grade 50 as per drawing requirements. All other steel shall conform to ASTM A36.

AutoCAD SHX Text REINFORCING STEEL: Reinforcing steel shall be AASHTO M31 Grade 40 or 60 and shall have a minimum cover not less than 2 inches. Cutting

AutoCAD SHX Text and bending shall conform to ACI 315.

AutoCAD SHX Text POSTS : Posts shall be rough sawn conforming to WWPA Grading Rules for Western Woods for West Coast Lumber for Posts

AutoCAD SHX Text and Timbers, No. 1 or No. 2 Grade.

AutoCAD SHX Text TREATMENT: All posts and timbers shall be incised and shall be pressuer treated in accordance with AWPA C-2 for soil contact.

AutoCAD SHX Text HARDWARE: Bolts shall be ASTM A307.

AutoCAD SHX Text WELDING: All welding shall confrom to AWS Specifications. Rails shall be welded to the understructure members the full width of the top

AutoCAD SHX Text member on both sides of the rails.

AutoCAD SHX Text PAINTING: All steel shall have one shop coat of approved primer and one shop coat of aluminum paint.

AutoCAD SHX Text ALTERNATIVE DESIGNS: Alternative design concepts shall be considered, subject to approval of the Contracting Officer. At a minimum, the proposed

AutoCAD SHX Text alternate design shall meet the following criteria:

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1) Rail spacing shall not exceed 7 1/2 inches center to center and the opening between rails shall be similar to those shown on the drawing.

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2) Roadway width and cattleguard width shall meet the requested dimensions.

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3) Design calculations showing the proposal meets the applicable AASHTO specifications and shall be submitted by a Registered Professional

AutoCAD SHX Text Engineer experienced in cattleguard designs.

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4) All materials shall be new and shall have a material certification from a recognized national organization when completed cattleguard is

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5) Shop drawings shall be approved by the Contracting Officer before any fabrication is begun.

AutoCAD SHX Text STANDARD DOT DESIGNS: Montana and Idaho Department of Transportation (DOT) cattleguards are preapproved as Standard Alternate Designs, no

AutoCAD SHX Text shop drawings or calculations are required for submittal or approval.

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FORMED RAIL SECTION

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3/4" TO 7/8"

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2 3/4" TO 3"

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1 1/2" TO 2"

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NOTES:

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VARIES

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VARIES

AutoCAD SHX Text channel or WF beams for understructure members.

AutoCAD SHX Text Minimum Section Modulus 6.24 in. per ft. spacing of

AutoCAD SHX Text Understructure Members

AutoCAD SHX Text Maximum Spacing of

AutoCAD SHX Text Maximum Rail Spacing

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10.40 in. for 20" spacing

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12.48 in. for 24" spacing

AutoCAD SHX Text 7 1/2" C-C

AutoCAD SHX Text A572, Grade 50

AutoCAD SHX Text A36

AutoCAD SHX Text 3" X 2" X 3/16" Tube

AutoCAD SHX Text Formed

AutoCAD SHX Text Rail

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AutoCAD SHX Text 20"

AutoCAD SHX Text 24"

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DESIGN REQUIREMENTS

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HS20-44

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PLAN VIEW

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BE READILY REMOVED AND RE-INSTALLED

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TO THE GUARD SUCH THAT THEY CAN

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ANGLE WINGS SHALL BE ATTACHED

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OBJECT MARKER

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VARIES

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FINISHED ROAD SURFACE

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FINISHED ROAD SURFACE

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PLACED 1" HIGHER THAN

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THE CATTLEGUARD SHALL BE

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CHANNEL OR "I" BEAMS

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UNDERSTRUCTURE MEMBERS

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SECTION

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RAIL

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VIEW

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#4 BARS

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ELEVATION VIEW

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BULKHEAD REQUIRED, BUT NOT SHOWN

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1/4" FILLET WELD.

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WELD TO TUBES WITH A

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FOR TUBE RAILS ONLY,

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3/8" X 3" PLATE REQUIRED

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6" MAX

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2" MIN

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TYPE 2A, BOTH SIDES

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OBJECT MARKER TYPE 2 OR

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NOTE: OBJECT

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MARKERS

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NOT SHOWN

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WELDED

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STEEL

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WING

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6" GRID SEAT, TYPICAL

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7 GAGE, A572, GRADE 50

AutoCAD SHX Text 3/16" A36

AutoCAD SHX Text 6x6 TREATED POST -LENGTH AS NEEDED.

AutoCAD SHX Text ANGLE OR STEEL TUBING- MIN ANGLE SIZE 1 " x 1 " X ", 12" x 1 " X ", 12" X ", 18", MIN TUBING SIZE 1 ". 12 ".

AutoCAD SHX Text SPECIFICATIONS: Materials and construction shall be in accordance withe the STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) U.S. Customary Units, or as otherwise specified.

AutoCAD SHX Text CONCRETE: The concrete foundation (base) is designed as a precast foundation, utilizing a Forest Service owned concrete form. The Contractor is required to provide a 3 inch minimum depth aggregate leveling course upon which the precast units are set.

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WINGS TO BE SIZED TO FIT ON GUARD WHEN SET ON BASE.

AutoCAD SHX Text LOWER END OF WING TO FIT INSIDE OF CONCRETE FOUNDATION, NOT THE FULL WIDTH OF GRID.

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PRECAST CONCRETE BASE - SEE DETAILS ON SHEET 2.

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OBJECT MARKER TYPE 2 , OR 2A

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ATTACH WINGS USING BOLTS, WASHERS AND NUTS. LAG BOLTS SHALL NOT BE ALLOWED

AutoCAD SHX Text CONSTRUCTION: Guards 16 feet or less in width shall be comprised of a single grid section for the full width. 24 foot width guards shall be comprised of 2-12' grids. For guards that require more than one section, the guard shall provide a positive means of holding sections together, a minimum of 2- " bolts. 12" bolts. Guards 16 feet or less in width shall be set on concrete foundations formed of single sections. 24 foot width guards may set on foundations formed with 2-12' sections. For foundations that require more than one section, the sections shall be spliced as per details shown, or as otherwise approved. A bulkhead shall be provided along both sides of the guard. Wings shall be constructed to fit inside the width of the foundations.

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AGGREGATE LEVELING COURSE, 3" MIN. DEPTH

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FENCE CALLED FOR ON OTHER DRAWINGS

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AGGREGATE LEVELLING COURSE, 3" MIN. DEPTH

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TYPE 2 , OR 2A

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12" TYPICAL

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BULKHEAD, EACH SIDE

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%%UTYPE 2

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%%UTYPE 2A

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4IN

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(TYP)

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3IN

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(TYP)

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MINIMUM

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TYPE 2A - FLEXIBLE FIBERGLASS POST, DOUBLE SIDED, WHITE ("CARSONITE")

AutoCAD SHX Text TYPE 2 - GALVANIZED STEEL U-POST, INSTALL PANEL W/ (2) " MACHINE 14" MACHINESCREWS W/ WASHERS

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3IN

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OBJECT MARKER DETAIL

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SOLID YELLOW REFLECTIVE RECTANGLES, BOTH SIDES

AutoCAD SHX Text 6INx12IN SOLID YELLOW REFLECTIVE PANEL, BOTH SIDES

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U.S. DEPARTMENT OF AGRICULTURE

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FOREST SERVICE

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NORTHERN REGION

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AutoCAD SHX Text CATTLEGUARD GRID DESIGN BASED ON DRAWING NO. R1782, REVISED 1998. PRECAST CONCRETE FOUNDATION BASED ON EXISTING CUSTER NF FOUNDATION FORM.

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SHEET

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SCALE

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GATE DETAIL

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SHEET TITLE

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NTS

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FOREST

U.S. DEPARTMENT OF AGRICULTURE

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FOREST SERVICE

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NORTHERN REGION

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PLAN

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ELEVATION

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SECTION

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BOLTED ALTERNATE

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WELDED ALTERNATE

AutoCAD SHX Text WT8x20x0'-10"

AutoCAD SHX Text Face of Base

AutoCAD SHX Text L3x3x "x0'-10"516"x0'-10"

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HALF-PLAN

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ELEVATION

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PLAN

AutoCAD SHX Text 34" A325 BoltsW/ Nuts (Typ.)

AutoCAD SHX Text #4 Rebar, Typical

AutoCAD SHX Text Bar 3"x "x0'-8"516"x0'-8"

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(2) - " x 6" Headed 12" x 6" HeadedConc. Anchors @ 6" Gage (Each Leg)

AutoCAD SHX Text Base Segment

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%%UOPTIONAL SPLICE DETAIL

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%%UPRECAST FOUNDATION DETAIL

AutoCAD SHX Text Base Segment

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AutoCAD SHX Text Top of Aggregate Levelling Course

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HALF-ELEVATION

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(2) - " x 6" Headed 12" x 6" HeadedConc. Anchors @ 6" Gage (Each Leg)

AutoCAD SHX Text Top of Aggregate Levelling Course

AutoCAD SHX Text Base Segment

AutoCAD SHX Text Weld Bar to Angles, Entire Bar Perimeter

AutoCAD SHX Text Splice Shall Tightly Abut

AutoCAD SHX Text 4" PVC Lift Point

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AutoCAD SHX Text 4" PVC Lift Point- 2 per side

AutoCAD SHX Text 4" PVC Lift Point- 2 Per Side.

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CUSTER GALLATIN NATIONAL FOREST

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PRECAST BASE DETAILS

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NTS

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SCALE

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SHEET

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16 ft. 5 ft.

5 ft. As indicated on Summary

45°

42" 32"24"18"

AutoCAD SHX Text 5"-6" dia.

AutoCAD SHX Text (No. 9)

AutoCAD SHX Text Double wire

AutoCAD SHX Text bracing, twisted

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%%UGATE

AutoCAD SHX Text of Quantities

AutoCAD SHX Text Top of cattle guard

AutoCAD SHX Text to top of grade

AutoCAD SHX Text to existing fence

AutoCAD SHX Text Contractor connect

AutoCAD SHX Text Subgrade

AutoCAD SHX Text %%p

AutoCAD SHX Text Contractor connect

AutoCAD SHX Text to existing fence

AutoCAD SHX Text Length - as req'd to provide

AutoCAD SHX Text depth and meet 45%%d angle (typ.)

AutoCAD SHX Text 3ft.-4ft.

AutoCAD SHX Text existing fence

AutoCAD SHX Text Connect to

AutoCAD SHX Text existing fence

AutoCAD SHX Text Gate

AutoCAD SHX Text Brace panel

AutoCAD SHX Text Drainage ditch on low side

AutoCAD SHX Text Centerline

AutoCAD SHX Text Brace panel

AutoCAD SHX Text Twisted galvanized wire stays

AutoCAD SHX Text Cross wire and hold tight

AutoCAD SHX Text Wrap ends tightly around

AutoCAD SHX Text opposite wire using other pliers

AutoCAD SHX Text Completed splice

AutoCAD SHX Text (Min.)

AutoCAD SHX Text Drive staples

AutoCAD SHX Text at angle

AutoCAD SHX Text Leave wire loose

AutoCAD SHX Text in staple

AutoCAD SHX Text Correct

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GATE CLOSER (ONE SIDE)

AutoCAD SHX Text 2" BlackSteel Pipe (typ.)

AutoCAD SHX Text 5"-6" dia.

AutoCAD SHX Text Do not drive staples parallel to side of post

AutoCAD SHX Text Fence to prevent passage of calves.

AutoCAD SHX Text typical both side.

AutoCAD SHX Text incorrect

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%%UBRACE (BOTH SIDES)

AutoCAD SHX Text both sides

AutoCAD SHX Text Object Marker, type 2 or 2A

AutoCAD SHX Text Object Marker

AutoCAD SHX Text 4" Depth Aggregate Surfacing

AutoCAD SHX Text 50 ft Each Side of Cattleguard

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SHEET

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SCALE

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FENCE TYPICAL

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SHEET TITLE

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NTS

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U.S. DEPARTMENT OF AGRICULTURE

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FOREST SERVICE

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NORTHERN REGION

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IRON CREEK PROJECT

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PROJECT

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FOREST

R H A

L H A

R H B

L H B

AutoCAD SHX Text 4 ft min.

AutoCAD SHX Text Stream Channel

AutoCAD SHX Text exceed 3/4 of pipe span

AutoCAD SHX Text 1% of pipe length not to

AutoCAD SHX Text than surrounding material

AutoCAD SHX Text layers to density greater

AutoCAD SHX Text Six inch compacted

AutoCAD SHX Text of the pipe

AutoCAD SHX Text and shaped to fit the bottom

AutoCAD SHX Text material, uniformly compacted

AutoCAD SHX Text Bedding shall be suitable

AutoCAD SHX Text 2D or

AutoCAD SHX Text ight and head

AutoCAD SHX Text eft and head

AutoCAD SHX Text 2D or

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%%UTYPICAL TRENCH DETAIL

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%%UBACKFILL AND BEDDING DETAIL

AutoCAD SHX Text 12 in Min.

AutoCAD SHX Text

%%UTYPICAL CATCH BASIN DETAIL

AutoCAD SHX Text Top of cut slope

AutoCAD SHX Text as Staked

AutoCAD SHX Text Transition

AutoCAD SHX Text Normal ditch line

AutoCAD SHX Text as Staked

AutoCAD SHX Text Transition

AutoCAD SHX Text Culvert prior to

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%%UTYPICAL INSTALLATION FOR CAMBER

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AutoCAD SHX Text untill density greater

AutoCAD SHX Text Compact embankment

AutoCAD SHX Text 9 ft max.

AutoCAD SHX Text 2D or

AutoCAD SHX Text 12 in Min.

AutoCAD SHX Text 0.1D Min.

AutoCAD SHX Text 6 in Layers

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TRAVELED WAY

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%%UTYPICAL INSTALLATION IN STREAM CHANNEL

AutoCAD SHX Text natural flowline

AutoCAD SHX Text Lay culvert on

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Camber

AutoCAD SHX Text Culvert

AutoCAD SHX Text settlement

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%%UDITCH BLOCK: SECTION B-B

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%%UDITCH BLOCK

AutoCAD SHX Text Road Surface

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text 24 in

AutoCAD SHX Text B

AutoCAD SHX Text Ditch Bottom

AutoCAD SHX Text 6 in Min.

AutoCAD SHX Text ight and ack

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%%UCULVERT SKEW

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DITCH BLOCK

AutoCAD SHX Text B

AutoCAD SHX Text eft and ack

AutoCAD SHX Text Road Surface

AutoCAD SHX Text than the grade of the

AutoCAD SHX Text 2% grade and not less

AutoCAD SHX Text Lay culvert on at least

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TRAVELED WAY

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TRAVELED WAY

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%%UTYPICAL INSTALLATION IN CUT SECTION

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AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Culvert

AutoCAD SHX Text ditch

AutoCAD SHX Text adjacent back slopes

AutoCAD SHX Text not steeper than

AutoCAD SHX Text Recessed back slope

AutoCAD SHX Text Direction of travel toward end of project.

AutoCAD SHX Text CULVERT BANDS: Bands with dimpled projections

AutoCAD SHX Text being higher than the invert at the inlet.

AutoCAD SHX Text parabolic curve, with no point along the invert

AutoCAD SHX Text the foundation or bed. Camber shall be on a

AutoCAD SHX Text to compensate for any anticipated settlement in

AutoCAD SHX Text CAMBER: Pipes shall be cambered as necessary

AutoCAD SHX Text are not acceptable.

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text Lay outlet on natural ground

AutoCAD SHX Text Culvert

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SCALE

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CULVERT DETAIL

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SHEET TITLE

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NTS

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U.S. DEPARTMENT OF AGRICULTURE

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FOREST SERVICE

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NORTHERN REGION

AutoCAD SHX Text R-1

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FOREST

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CUSTER GALLATIN NATIONAL FOREST

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SHEET

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Profile Vert Scale 1:200 Profile Horz Scale 1:2000

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

124+00.0 0.0 0.0 27.2 12.8 25.1 125+00.0 -0.6 0.0 3.8 108.3 39.5 126+00.0 -1.3 0.0 2.4 84.3 -65.0 127+00.0 -1.3 0.0 0.0 132.3 -146.9 128+00.0 -1.6 0.0 1.2 82.6 -279.1 129+00.0 -0.5 0.0 138.8 2.9 -360.6 130+00.0 1.3 0.0 112.1 0.2 -224.7 131+00.0 -0.1 0.0 27.4 11.2 -112.7 132+00.0 -0.7 0.0 4.6 43.0 -96.6 133+00.0 -0.6 0.0 31.1 6.1 -135.0 134+00.0 0.0 0.0 58.2 0.0 -110.0 135+00.0 0.0 0.0 46.6 2.6 -51.8 136+00.0

Cum. Tot. 0.0 480.4 488.2 Pg. Tot. 0.0 453.5 486.4

Curve Table

Radius Angle Arc. Len.

C1 200.0 60.4

210.9

C2 200.0

7.9 27.6

C3 200.0 49.4

172.3

C4 200.0 10.3 36.1

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

K=41.6

VC1

E V

B V

VC2

K=35.8

E V

0.6

5.4

-1.6

-0.9

-1.7

C U

L V

E R

L-Stn12

CL Elkev

Gnd Elev

3354.2

CP3-0

3354.2

CP3-1

C U

R T

18 D

BC 124+04.2

E C

.1C1R=200.0

B C

.7 E

C2 R=200.0

B C

2 8

EC 130+09.8

R=200.0

BC 131+10.8

EC 131+46.9

R =2

E xisting C ulvert- N o W ork

Road #3123 Reconstruction Project

Custer Gallatin National Forest

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

135+00.0 0.0 0.0 46.6 2.6 -51.8 136+00.0 -0.3 0.0 38.3 4.3 -7.8 137+00.0 -0.2 0.0 57.0 1.5 26.2 138+00.0 -0.1 0.0 40.8 3.6 81.8 139+00.0 -0.3 0.0 8.0 13.9 119.0 140+00.0 -0.3 0.0 7.3 13.6 113.1 141+00.0 -0.1 0.0 3.4 33.1 106.9 142+00.0 -0.9 0.0 0.6 51.0 77.2 143+00.0 -0.8 0.0 23.0 20.2 26.8 144+00.0 -0.1 0.0 39.7 10.6 29.6 145+00.0 -1.0 0.0 0.8 270.6 58.8 146+00.0 -2.7 0.0 44.1 141.2 -211.0 147+00.0

Cum. Tot. 0.0 743.5 1051.7 Pg. Tot. 0.0 309.7 566.2

Curve Table

Radius Angle Arc. Len.

C5 600.0 19.1

200.0

C6 300.0 14.5 75.9

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

E V

B V

K=58.2

VC3

E V

B V

VC4

K=392.0

E V

B V

VC5

K=64.8

E V

B V

K=67.4

VC6

-1.6

-0.9

-1.7 1.7

1.2 -2.6

L-Stn13

CL Elkev

Gnd Elev

3354.2

CP3-0

3354.2

CP3-1

3340 3340

B C

31+

. 8

E C

131+ 46.9

R=200.0

B C

137+

09.2 E

R=600.0 C5

B C

.8 E C

7. 7

C6 R=300.0

B C

4. 8

E C

R=500.0 C7

B C

R=500.0

E xi st in g C at tle gu ar d

O bl ite ra te a ll ol d ro ad s ec tio ns

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

146+00.0 -2.7 0.0 44.1 141.2 -211.0 147+00.0 1.7 0.0 636.6 0.0 -308.2 148+00.0 3.2 0.0 259.2 0.0 328.4 149+00.0 0.8 0.0 78.0 20.3 587.5 150+00.0 -0.8 0.0 13.5 34.9 645.3 151+00.0 -0.4 0.0 18.2 13.2 623.9 152+00.0 -0.1 0.0 57.6 0.2 628.8 153+00.0 0.6 0.0 158.0 0.0 686.2 154+00.0 1.4 0.0 317.4 0.0 844.3 155+00.0 0.3 0.0 12.3 124.1 1161.6 156+00.0 -1.8 0.0 166.4 23.9 1049.8 157+00.0 2.1 0.0 333.8 0.2 1192.3 158+00.0

Cum. Tot. 0.0 2794.4 1268.5 Pg. Tot. 0.0 2095.0 358.0

Curve Table

Radius Angle Arc. Len.

C7 500.0

7.5 65.3

C8 500.0 16.7

146.0

C9 500.0 14.7

128.2

C10 500.0 14.2

124.3

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

VC4

K=392.0

E V

B V

VC5

K=64.8

E V

B V

K=67.4

VC6

E V

B V

K=77.4

VC7

E V

B V

VC8

K=50.1

E V

B V

K=91.4

VC9

E V

B V

VC10

K=48.3

E V

1.7

1.2 -2.6

-0.4 1.5 -0.5 1.2

C U

R T

C U

R T

L-Stn14

CL Elkev

Gnd Elev

33603

5 3355

33453345

3345 33

403340

N e w C u lv e r t

C U

R T

C U

L V

E R

C U

R T

B C

144+ 71.8

E C

145+47.7

R=300.0

B C

147+84.8 E

C 148+

50.1R=500.0 C7

B C

149+

71.9 E

R=500.0 C8

B C

E C

R=500.0

B C

E C

C10 R=500.0

E xi st in g C at tle g ua rd

O b l ite ra te a l l ol d ro ad s e c tio n s

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

158+00.0 -0.3 0.0 7.2 148.9 1526.0 159+00.0 -1.7 0.0 2.6 245.0 1384.3 160+00.0 -0.6 0.0 112.7 15.8 1141.9 161+00.0 0.6 0.0 22.5 51.6 1238.9 162+00.0 -1.3 0.0 2.9 63.5 1209.8 163+00.0 -0.2 0.0 123.9 1.0 1149.2 164+00.0 0.9 0.0 72.1 2.1 1272.0 165+00.0 -0.4 0.0 35.0 17.5 1342.1 166+00.0 0.1 0.0 10.3 136.6 1359.7 167+00.0 -3.6 0.0 0.0 354.2 1233.4 168+00.0 -2.4 0.0 196.2 49.0 879.2 169+00.0 3.7 0.0 1437.5 0.0 1026.3 170+00.0

Cum. Tot. 0.0 4817.4 2353.6 Pg. Tot. 0.0 2022.9 1085.1

Curve Table

Radius Angle Arc. Len.

C10 500.0 14.2

124.3

C11 600.0 10.4

109.1

C12 1000.0

3.8 65.5

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

K=77.4

VC7

E V

B V

VC8

K=50.1

E V

B V

K=91.4

VC9

E V

B V

VC10

K=48.3

E V

B V

K=31.9

VC11

E V

B V

K=151.6

VC12

E V

B V

VC13

K=29.1

E V

B V

1.5 -0.5 1.2

-1.9

1.2

2.2

-6.4

C U

R T

C U

R T

C U

R T

C U

R T

L-Stn15

CL Elkev

Gnd Elev

337033653360

33453345

33353335

35 3335

3325 3325

N ew

C ulvert

S ite 753C

U L V

E R

T 18 D

C U

R T

18 D

C U

R T

8 D

C U

R T

CULVERT 48 D

B C

153+ 95.2

E C

1 5 5+

23.4

R=500.0 C9

B C

1 57 +

7. 9

E C

158+ 32.1

C10

R=500.0

B C

E C

+3 4.

R=600.0

C11

B C

+0 6.

C12R=1000.0

O bliterate all old road sections

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

169+00.0 3.7 0.0 1437.5 0.0 1026.3 170+00.0 6.8 0.0 505.8 3.7 2463.8 171+00.0 -0.5 0.0 16.2 85.7 2965.9 172+00.0 -1.2 0.0 2.5 81.2 2896.4 173+00.0 -2.2 0.0 0.0 655.1 2817.7 174+00.0 -5.5 0.0 0.0 368.2 2162.6 175+00.0 -1.4 0.0 0.9 81.2 1794.4 176+00.0 -1.0 0.0 0.0 150.4 1714.1 177+00.0 -2.1 0.0 1.9 168.3 1563.7 178+00.0 -1.3 0.0 4.6 147.7 1397.2 179+00.0 -1.7 0.0 1.6 160.9 1254.1 180+00.0 -1.1 0.0 0.8 200.2 1094.8 181+00.0

Cum. Tot. 0.0 5351.6 4456.1 Pg. Tot. 0.0 1971.7 2102.5

Curve Table

Radius Angle Arc. Len.

C12 1000.0

3.8 65.5

C13 1000.0

4.8 84.4

C14 200.0 12.5 43.6

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

K=31.9

VC11

E V

B V

K=151.6

VC12

E V

B V

VC13

K=29.1

E V

B V

E V

B V

.6 K=37.2

VC15

E V

1.2

2.2

-6.4

4.7 4.1

4.7

4.1

4.0

C U

R T

C U

R T

D IA L-Stn16

B V

L-Stn

CL Elkev

Gnd Elev

3318.8

SITE1101-0

3334.1

SITE1101-1

3360 3360

334 5

S ite 1014-0

Site 753

C U

R T

D I A

C U

B C

166+

25.0 E

R=600.0 C11

B C

E C

C12 R=1000.0

B C

5 + 6 4

. 7

E C

R=1000.0 C13

B C

E C

24.2

C14 R=200.0

B C

184+ 18.2

O bliterate all old road sections

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

181+00.0 -2.7 0.0 0.0 313.7 895.5 182+00.0 -2.4 0.0 62.1 85.7 581.8 183+00.0 1.8 0.0 554.9 0.0 558.2 184+00.0 2.5 0.0 285.7 0.4 1113.1 185+00.0 -0.2 0.0 113.6 2.7 1398.4 186+00.0 0.2 0.0 94.0 0.2 1509.3 187+00.0 -0.1 0.0 13.2 15.5 1603.2 188+00.0 -0.5 0.0 1.0 97.7 1600.9 189+00.0 -1.7 0.0 0.0 124.2 1504.3 190+00.0 -1.4 0.0 0.4 68.0 1380.0 191+00.0 -1.0 0.0 0.0 85.9 1312.5 192+00.0 -1.1 0.0 0.0 127.6 1226.6 193+00.0

Cum. Tot. 0.0 6476.6 5377.6 Pg. Tot. 0.0 1125.0 921.5

Curve Table

Radius Angle Arc. Len.

C15 200.0 51.5

179.9

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

.6 K=37.2

VC15

E V

4.7

4.1

4.0

L-Stn17

VC16

K=25.7

E V

B V

K=189.3

VC17

E V

B V

K=36.4

VC18

E V

B V

VC19

K=20.0

E V

B V

1.0 0.3 1.4

4.2

-0.1

L-Stn18

CL Elkev

Gnd Elev

3409.5

CP2-0

3409.6

CP2-1

3334.1

SITE1101-1

3403.5

SITE 1014-0

3406.1

SITE-03406.2

SITE1014-0 3415.2

SITE1015-0

3325 3325

S ite

BC 1

75+64.

EC 176+49.2

R =1000.0

BC 177+80.6

EC 1

+2 4.

2C14

R=200.0

B C

+1 8.

2 E C

185+98.1

C15 R=200.0

B C

192+18.1 E C

R=300.0 C16

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

192+00.0 -1.1 0.0 0.0 127.6 1226.6 193+00.0 -1.5 0.0 0.0 177.1 1099.0 194+00.0 -2.4 0.0 2.7 143.8 921.9 195+00.0 -1.3 0.0 0.0 98.6 780.8 196+00.0 -0.7 0.0 0.0 82.1 682.2 197+00.0 -0.8 0.0 37.7 10.4 600.1 198+00.0 0.3 0.0 172.1 0.0 627.4 199+00.0 1.0 0.0 73.1 49.8 799.5 200+00.0 -2.2 0.0 0.0 308.6 822.8 201+00.0 -3.4 0.0 0.0 277.5 514.2 202+00.0 -2.2 0.0 0.6 111.2 236.7 203+00.0 -0.7 0.0 10.5 57.1 126.1 204+00.0

Cum. Tot. 0.0 6773.3 6693.8 Pg. Tot. 0.0 296.7 1443.8

Curve Table

Radius Angle Arc. Len.

C16 300.0 24.9

130.2

C17 1000.0

6.5 113.8

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

K=189.3

VC17

E V

B V

K=36.4

VC18

E V

B V

VC19

K=20.0

E V

B V

VC20

K=59.7

E V

B V

K=66.5

VC21

E V

1.0 0.3 1.4

4.2

-0.1

-6.0

-2.2

-1.5

L-Stn18

CL Elkev

Gnd Elev

3409.5

CP2-0

3409.6

CP2-1

SITE 1014-0

3406.1

SITE-03406.2

SITE1014-0 3415.2

SITE1015-0

3390 3385

B C

192+18.1 E C

8 .

R=300.0 C16

B C

3 7

E C

R=1000.0 C17

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

203+00.0 -0.7 0.0 10.5 57.1 126.1 204+00.0 -0.8 0.0 1.1 88.0 79.4 205+00.0 -1.2 0.0 10.1 40.5 -7.4 206+00.0 -0.2 0.0 33.6 15.9 -37.9 207+00.0 -1.0 0.0 0.6 71.5 -20.2 208+00.0 -1.7 0.0 0.0 135.5 -91.0 209+00.0 -1.0 0.0 162.2 7.9 -226.5 210+00.0 1.5 0.0 159.3 0.1 -72.2 211+00.0 -0.1 0.0 78.3 0.6 87.0 212+00.0 1.0 0.0 203.2 0.0 164.7 213+00.0 1.0 0.0 127.3 0.0 367.9 214+00.0 0.5 0.0 47.9 6.7 495.2 215+00.0

Cum. Tot. 0.0 7596.9 7060.5 Pg. Tot. 0.0 834.1 423.8

Curve Table

Radius Angle Arc. Len.

C17 1000.0

6.5 113.8

C18 500.0 19.8

173.1

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

E V

B V

K=66.5

VC21

E V

B V

K=44.3

VC22

E V

B V

VC23

K=45.1

E V

B V

K=30.5

VC24

E V

-6.0

-2.2

-1.5 1.9

-4.7

3.5

C U

R T

L-Stn20

CL Elkev

Gnd Elev

3380 33

7 0

C U

R T

D I A

B C

203+ 37.3

E C

204+ 51.2

R=1000.0 C17

B C

3 .

E C

+1 6.

R=500.0

C18

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

215+00.0 -0.6 0.0 3.3 60.4 536.4 216+00.0 -1.3 0.0 12.2 87.3 479.3 217+00.0 -1.9 0.0 0.3 249.0 404.2 218+00.0 -1.3 0.0 146.4 9.5 155.6 219+00.0 1.6 0.0 181.9 0.0 292.4 220+00.0 0.2 0.0 113.6 0.0 474.4 221+00.0 1.0 0.0 273.3 0.0 588.0 222+00.0 1.1 0.0 52.5 22.0 861.3 223+00.0 -1.1 0.0 0.7 58.5 891.7 224+00.0 -0.6 0.0 4.2 37.3 833.9 225+00.0 -1.0 0.0 0.9 94.9 800.9 226+00.0 -1.2 0.0 0.0 75.3 706.9 227+00.0

Cum. Tot. 0.0 8386.2 7754.7 Pg. Tot. 0.0 789.3 694.2

Curve Table

Radius Angle Arc. Len.

C19 500.0 16.8

147.0

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

VC23

K=45.1

E V

B V

K=30.5

VC24

E V

B V

VC25

K=39.6

E V

B V

K=43.3

VC26

E V

B V

VC27

K=24.8

-4.7

3.5 -1.6

7.7

L-Stn21

CL Elkev

Gnd Elev

3375 3375

B C

212+43.5

E C

4 +

16. 6R=500.0 C18

B C

E C

226+ 98.1

C19 R=500.0

B C

229+ 40.8

R=500.0 C20

E xisting 16' C attleguard

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

226+00.0 -1.2 0.0 0.0 75.3 706.9 227+00.0 -0.7 0.0 28.7 21.4 631.5 228+00.0 0.7 0.0 288.9 0.0 638.9 229+00.0 2.5 0.0 441.8 0.0 927.8 230+00.0 1.9 0.0 136.0 4.1 1369.6 231+00.0 -0.7 0.0 13.2 24.9 1501.5 232+00.0 -0.1 0.0 16.4 44.5 1489.9 233+00.0 -1.8 0.0 9.2 138.2 1461.8 234+00.0 0.4 0.0 223.4 0.0 1332.8 235+00.0 0.5 0.0 23.3 19.0 1556.2 236+00.0 -0.7 0.0 9.3 22.2 1560.6 237+00.0 -0.4 0.0 9.6 25.9 1547.6 238+00.0

Cum. Tot. 0.0 9586.3 8054.9 Pg. Tot. 0.0 1200.0 375.6

Curve Table

Radius Angle Arc. Len.

C19 500.0 16.8

147.0

C20 500.0 15.7

137.0

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

K=43.3

VC26

E V

B V

VC27

K=24.8

E V

B V

K=29.2

VC28

E V

B V

VC29

K=37.5

E V

B V

K=72.4

VC30

E V

B V

.6 VC31

K=162.6

-1.6

7.7

-2.4 4.4

0.4

2.5

L-Stn22

CL Elkev

Gnd Elev

338033

B C

E C

226+ 98.1

C19 R=500.0

B C

229+

40.8 E

R=500.0 C20

B C

E C

81.7

C21 R=300.0

B C

49.6

E xisting 16' C attleguard

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

238+00.0 -0.6 0.0 32.5 8.0 1531.3 239+00.0 -0.2 0.0 25.4 18.5 1555.9 240+00.0 -0.3 0.0 28.9 3.8 1562.7 241+00.0 -0.2 0.0 37.0 4.6 1587.8 242+00.0 0.1 0.0 82.0 0.0 1620.1 243+00.0 0.0 0.0 6.8 72.4 1702.1 244+00.0 -1.5 0.0 10.4 57.1 1636.6 245+00.0 -0.3 0.0 67.5 3.1 1589.8 246+00.0 1.1 0.0 434.7 0.0 1654.2 247+00.0 4.0 0.0 867.5 0.0 2088.9 248+00.0 5.7 0.0 967.0 0.0 2956.4 249+00.0 5.0 0.0 783.5 0.0 3923.4 250+00.0

Cum. Tot. 0.0 12929.4 8222.5 Pg. Tot. 0.0 3343.1 167.5

Curve Table

Radius Angle Arc. Len.

C21 300.0 10.7 56.2

C22 200.0 28.9

100.9

C23 200.0 48.5

169.4

C24 200.0 13.6 47.5

C25 200.0 27.4 95.6

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

E V

B V

VC29

K=37.5

E V

B V

K=72.4

VC30

E V

B V

.6 VC31

K=162.6

E V

B V

VC32

K=37.5

E V

B V

VC33

K=51.7

4.4

0.4

2.5

0.4

-5.0

L-Stn23

CL Elkev

Gnd Elev

3416.2

BASE-0

0 5

BC 239+25

EC 2

+8 1.

7C21 R=300.0

E C

.4C22R=200.0

B C

244+75.6

C23

R=200.0

246+18.5

EC 246+65.9

C24

R=20 0.

BC 248+78.8

E C

249+74.3

R=200.0C25

B C

253+12.6

R =1

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

249+00.0 5.0 0.0 783.5 0.0 3923.4 250+00.0 4.2 0.0 666.1 0.0 4706.9 251+00.0 4.1 0.0 956.2 0.0 5373.0 252+00.0 5.8 0.0 887.3 0.0 6329.2 253+00.0 2.6 0.0 229.7 2.3 7216.5 254+00.0 0.0 0.0 14.5 186.1 7444.0 255+00.0 -1.8 0.0 0.0 216.3 7272.4 256+00.0 -2.5 0.0 0.0 532.1 7056.1 257+00.0 -6.8 0.0 0.0 1076.8 6524.0 258+00.0 -7.6 0.0 0.0 745.2 5447.2 259+00.0 -4.0 0.0 0.3 210.3 4702.0 260+00.0 -1.9 0.0 0.0 207.7 4492.0 261+00.0

Cum. Tot. 0.0 15683.4 11399.1 Pg. Tot. 0.0 3537.6 3176.6

Curve Table

Radius Angle Arc. Len.

C25 200.0 27.4 95.6

C26 100.0 79.2

138.1

C27 400.0 10.9 76.2

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments E

V C

B V

VC33

K=51.7

E V

-5.0

-10.8

C U

L V

E R

L-Stn24

B V

K=35.3

VC34

E V

-11.1

-1.2 -0.7

C U

R T

C U

L V

E R

N ew C u lv er t

C U

R T

L-Stn25

00 3295

CL Elkev

Gnd Elev

3416.2

BASE-0

8 5

33153315

CULVERT 18 DIA

C U

R T 18 D

CULVERT 18 DIA

New Culvert

CULVERT 18 DIA

BC 243+06.2

E C

+7 5.

R =200.0

B C

+1 8.

C24R=200.0

B C

+7 8.

EC 2

+7 4.

3R=200.0

C25

BC 2

+1 2.

6 EC

254+50.7C26

R=100.0

B C

259+66.7 E

C 260+

42.9R=400.0C27

Road #3123 Reconstruction Project

Plan Scale 1:2000

PLAN AND PROFILE

Road #3123

L-Stn ft.

Cut Dp.

ft.

Strip V.

Cu. Yd.

SG Cut V.

Cu. Yd.

SG Fill V.

Cu. Yd.

Mass H.

Cu. Yd.

260+00.0 -1.9 0.0 0.0 207.7 4492.0 261+00.0 -2.3 0.0 277.0 63.2 4284.3 262+00.0 -0.4 0.0 24.7 36.7 4498.2 263+00.0 -1.2 0.0 2.2 127.9 4486.2 264+00.0 -2.1 0.0 0.0 161.3 4360.5 265+00.0 -2.2 0.0 5.0 113.3 4199.2 266+00.0 -1.1 0.0 21.5 43.9 4090.9 266+97.4 -0.1 4068.5

Cum. Tot. 0.0 16013.9 11945.4 Pg. Tot. 0.0 330.4 753.9

Curve Table

Radius Angle Arc. Len.

C27 400.0 10.9 76.2

Legend Plan L-line Location

Plan P-line Location

Plan Slope Stakes

Plan Road Edges

Profile Topo

Profile Subgrade

Profile Stripped Surface

Culverts

Bridge Abutments

B V

K=35.3

VC34

E V

-11.1

-1.2 -0.7 0.0

C U

R T

C U

R T

N ew

C u lv er t

C U

R T

L-Stn25

CL Elkev

Gnd Elev

0533053305

330 5

C U

L V

E R

C U

R T

18 D

N ew

C ulvert

C U

R T 18 D

B C

59+

E C

R=400.0 C27

Road #3123 Reconstruction Project

02_VICINITY.pdf

Sheets and Views

VICINITY

04 Modified_R1_CG.pdf

Sheets and Views

SHEET1

05 Custer_Base&SpliceDetail.pdf

Sheets and Views

11x17

06 GATE FENCE.pdf

Sheets and Views

06 ENCE

07_Culvert Details.pdf

Sheets and Views

D-6

03 ROAD_TYPICALS.pdf

Sheets and Views

ROAD TYPICAL (2)

File details come from the government source that posted it.