TABULATION OF TOTAL QUANTITIES - CR 44H (BUCKHORN ROAD) (1 OF 2)

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3 TABULATION OF TOTAL QUANTITIES - CR 44H (BUCKHORN ROAD) (1 OF 2) CONTRACT ITEM NO. CONTRACT ITEM UNIT BUCKHORN ROAD UPPER SECTION BUCKHORN ROAD LOWER SECTION PROJECT TOTALS PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. 21 Clearing and Grubbing LUMP SUM Removal of Pipe EACH Removal of Structural Plate Pipe EACH Removal of Fence LIN FT ,61 23 Unclassified Excavation (Complete in Place) CU YD 46,956 47,319 94, Select Subgrade Material CU YD 9,552 8,65 18, Muck Excavation (Complete in Place) TON Rock Excavation (Complete in Place) CU YD 36,1 93,61 129,71 23 Rock Scaling SQ YD 5,5 3,6 9,1 23 Soil Nail LIN FT 7,5 5,6 13,1 23 Rock Bolts EACH ,2 23 Blading HR Test Pits EACH Structure Excavation (Complete in Place) CU YD 3,84 2,18 5, Structure Backfill (Special) CU YD 3,72 1,686 4, Topsoil CU YD 2,6 3, 5,6 27 Stockpile Topsoil CU YD 2,6 3, 5,6 28 Erosion Log (12 Inch) (Weed Free) LIN FT 22,25 22,25 44,5 28 Concrete Washout Structure EACH Erosion Control Supervisor LUMP SUM Reset Fence LIN FT 1,325 1,775 3,1 21 Reset Rail Gate EACH Seeding (Native) ACRE Mulching (Hydraulic) ACRE Soil Amendment ACRE Willow Cuttings EACH 9,2 7,6 16,8 216 Soil Retention Blanket SQ YD 12,5 12,5 25, 34 Aggregate Base Course (Class 5) CU YD 8,87 7,991 16,86 54 Retaining Wall System (Gabion) SQ FT 6,716 6, Retaining Wall System (Rockery) SQ FT 6,276 5,718 11, Riprap (12" MINUS ROCK) CU YD 3,144 3,737 6, Riprap (3" MINUS ROCK) CU YD 7,848 9,331 17, Riprap D5=18" CU YD , Riprap D5=24" CU YD 3,61 1,333 4, Riprap D5=36" CU YD Concrete Class D (Wall) CU YD 1,484 1,173 2, Form Liner (Wall) SQ YD ,4 61 Cap Stone EACH Structural Concrete Coating SQ FT 1, , Reinforcing Steel (Epoxy Coated) LB 354, , ,33 CONTINUED ON NEXT SHEET

4 TABULATION OF TOTAL QUANTITIES - CR 44H (BUCKHORN ROAD) (2 OF 2) CONTRACT ITEM BUCKHORN ROAD UPPER SECTION BUCKHORN ROAD LOWER SECTION PROJECT TOTALS CONTRACT ITEM UNIT NO. PLAN AS CONST. PLAN AS CONST. PLAN AS CONST ' X 12' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 14' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 14' Foot Three Sided Concrete Box Culvert (Precast) LIN FT X 16' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 22' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 22' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 22' Foot Three Sided Concrete Box Culvert (Precast) LIN FT '' X 22' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 22' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 24' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 24' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 26' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 26' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 28' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 28' Foot Three Sided Concrete Box Culvert (Precast) LIN FT ' X 3' Foot Three Sided Concrete Box Culvert (Precast) LIN FT Inch Corrugated Steel Pipe (Complete in Place) LIN FT Inch Reinforced Concrete Pipe (Complete in Place) LIN FT 1,46 1,21 2, Inch Reinforced Concrete Pipe (Complete in Place) LIN FT Inch Reinforced Concrete Pipe (Complete in Place) LIN FT Inch Corrugated Steel End Section (Complete in Place) EACH Inch Reinforced Concrete End Section (Complete in Place) EACH Inch Reinforced Concrete End Section (Complete in Place) EACH Inch Reinforced Concrete End Section (Complete in Place) EACH Fence Barbed Wire with Metal Posts LIN FT ,26 67 Fence Barbed Wire (Temporary) LIN FT 1,8 1,8 67 End Post EACH Corner & Line Brace Post EACH Foot Gate Metal EACH Field Office (Class 1) EACH Sanitary Facility EACH Construction Surveying LUMP SUM Mobilization LUMP SUM Construction Traffic Control LUMP SUM Flagging HR 25, 25, 5, 63 Traffic Control Management DAY Traffic Control Inspection DAY F/A Minor Contract Revisions F/A $2, $2, $4,

5 EARTHWORK TABULATION PAY ITEMS CUBIC YARD (CY) UNCLASSIFIED EXCAVATION 94,275 ROCK EXCAVATION 129,71 STRUCTURE EXCAVATION 5,948 RIPRAP ARMORING 3,689 SURFACING (AGGREGATE BASE COURSE - CLASS 5) 16,254 SURFACING (SELECT SUBGRADE MATERIAL) 18,328 STOCKPILE TOPSOIL 5,6 TOPSOIL 5,6 - FOR INFORMATION ONLY - UNCLASSIFIED EXCAVTION CUBIC YARD (CY) UPPER SECTION (MAIN ROADWAY) 44,723 ROADWAY OBLITERATION SITE 1 1,727 ROADWAY OBLITERATION SITE 2 56 SUBTOTAL 46,956 STATION - STATION LEFT/RIGHT FT LT 4 6, RT 26 3, LT 119 1, LT 1 1,75 3 SUBTOTAL 879 6,716 6, LT 315 3, LT 14 1,97 3 SUBTOTAL TOTAL 1,334 6,716 11, ) STATIONING BASED ON ROADWAY CENTERLINE. LENGTH STATION - STATION WALLTABULATION RETAINING WALL SYSTEM (GABION BASKET) UPPER SECTION LOWER SECTION SQUARE FEET (SQ FT) ROADWAY SURFACING TABULATION AGGREGATE BASE COURSE (ABC) CLASS 5 UPPER SECTION CU YD ,87 9,552 LOWER SECTION ,991 8,65 TOTAL 16,86 18,157 RETAINING WALL SYSTEM (ROCKERY) SELECT SUBGRADE MATERIAL NOTES: 1) SHAPING, SCARIFYING, MOISTURE DENSITY, AND COMPACTION SHALL BE COMPLETED ON ALL ROADWAYS PRIOR TO SURFACING OPERATIONS AND SHALL BE CONSIDERED SUBSIDIARY TO THE ABC BID ITEM. 2) VOLUME BASED ON FOUR INCH THICKNESS FOR BOTH ABC AND SELECT SUBGRADE MATERIAL. 3) SURFACING SHALL BE TREATED WITH A DUST SUPPRESSANT EACH TEST PITS LOWER SECTION (MAIN ROADWAY) 44,82 ROADWAY OBLITERATION SITE ROADWAY OBLITERATION SITE 4 97 ROADWAY OBLITERATION SITE 5 1,423 SUBTOTAL 47,319 ROCK EXCAVATION TOTAL 94,275 CUBIC YARD (CY) UPPER SECTION 36,1 LOWER SECTION 93,61 STRUCTURE EXCAVATION TOTAL 129,71 CUBIC YARD (CY) UPPER SECTION 3,84 LOWER SECTION 2,18 TOTAL 5,948 EMBANKMENT (INCLUDES ALL ROADWAY, ROAD OBLITS, ADJUSTMENTS APPROACHES, PIPES, ETC.) UPPER SECTION 43,567 LOWER SECTION 93,793 EARTHWORK BALANCE TOTAL 137,36 UNCLASSIFIED EXCAVATION (INCLUDING 4% SWELL) 94,275 ROCK EXCAVATION 129,71 STRUCTURE EXCAVATION 5,948 ROADWAY EMBANKMENT -137,6 STRUCTURE BACKFILL -4,758 SURFACING (AGGREGATE BASE COURSE - CLASS 5) -16,254 SURFACING (SELECT SUBGRADE MATERIAL) -18,328 RIPRAP ARMORING (ROADWAY & STRUCTURES) -3,689 APPROACH EMBANKMENT -1,164 MATERIAL TO BE WASTED OFFSITE TOTAL 21,131 1) STRUCTURE EXCAVATION INCLUDES THE REMOVAL OF THE EXISTING RIPRAP. 2) SEE STRUCTURE TABULATION FOR STRUCTURE EXCAVATION QUANTITIES. 3) OBLITERATION OF EXISTING ROADWAYS ARE INCLUDED IN THE UNCLASSIFIED EXCAVATION BID ITEM

6 STRUCTURE TABULATION STATION STRUCTURE EXCAVATION CY CONCRETE CLASS D (WALL) STRUCTURE BACKFILL (SPECIAL) LB REINFORCIN G STEEL (EPOXY COATING) SY STRUCTURA L CONCRETE COATING FORM LINER CAP STONE THREE SIDED CONCRETE BOX CULVERT (PRECAST) 6.5'x12' 4.74'x14' 6.5x14' 5.14'X16' 4.25'x22' 4.9'x22' 5.9'X22' 7.75'X22' 8.5'x22' 4.5'x24' 5.5'x24' 5.5'x26' 8.9'x26 3.5'x28' 4.74'x28' 7.75'x3' UPPER SECTION , STRUCTURE , STRUCTURE , STRUCTURE , STRUCTURE , STRUCTURE , STRUCTURE , STRUCTURE , STRUCTURE , STRUCTURE , APPROACH , STRUCTURE , STRUCTURE , STRUCTURE 12 SUBTOTAL 3,84 1,484 3,72 354,624 1, LOWER SECTION , TWIN CABIN GULCH , STRUCTURE , STRUCTURE , STRUCTURE , SHEEP CREEK , STRUCTURE , STOVE PRAIRIE CREEK SUBTOTAL 2,18 1,173 1, , TOTAL 5,948 2,657 4, ,33 1,547 1, LF REMARKS NOTES: 1) CONCRETE BOX SIZES ARE RISE x WIDTH (INSIDE). 2) CONCRETE FOR WINGWALLS, FOOTERS, TOE WALLS, AND STEM WALLS SHALL BE CONCRETE CLASS D (WALLS). 3) FORM LINERS AND CAP STONES SHALL ONLY BE USED WHERE FOREST SERVICE PROPERTY IS ADJACENT THE ROADWAY. 4) PRECAST SECTIONS SHALL HAVE DAYTON (OR APPROVED EQUAL) EMBED DOWELS FOR WINGWALL CONNECTIONS. structures on forest service = 7 (3 minor twin cabin, sheep gulch, stove prairie creek)

7 RIPRAP TABULATION (1 OF 2) CY STATION - STATION LEFT/RIGHT LENGTH RIPRAP 12" MINUS RIPRAP 3" MINUS RIPRAP D5=18" RIPRAP D5=24" RIPRAP D5=36" REMARKS UPPER SECTION STRUCTURE STRUCTURE RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING A RT ROADWAY ARMORING B STRUCTURE LT ROADWAY ARMORING B LT ROADWAY ARMORING A LT ROADWAY ARMORING A STRUCTURE RT ROADWAY ARMORING A RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT 15 ROADWAY ARMORING B RT ROADWAY ARMORING B STRUCTURE LT ROADWAY ARMORING B STRUCTURE STRUCTURE STRUCTURE RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING A RT ROADWAY ARMORING B RT ROADWAY ARMORING A RT ROADWAY ARMORING A RT ROADWAY ARMORING B STRUCTURE LT ROADWAY ARMORING A LT ROADWAY ARMORING B LT ROADWAY ARMORING A LT ROADWAY ARMORING A LT ROADWAY ARMORING B STRUCTURE RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING B STRUCTURE STRUCTURE 12 SUBTOTAL 7,62 3,144 7, ,61 LOWER SECTION CONTINUED NEXT SHEET SEE TYPICAL SECTIONS FOR ROADWAY ARMORING TYPE A & B DETAILS. LIMITS MAY CHANGE DURING CONSTRUCTION BASED ON EXISTING VEGETATION, BEDROCK, OR EXISTING ARMORING.

8 RIPRAP TABULATION (2 OF 2) CY STATION - STATION LEFT/RIGHT LENGTH RIPRAP 12" MINUS RIPRAP 3" MINUS RIPRAP D5=18" RIPRAP D5=24" RIPRAP D5=36" REMARKS LOWER SECTION RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ,34 ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING B TWIN CABIN GULCH RT ROADWAY ARMORING A RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING B STRUCTURE RT ROADWAY ARMORING B STRUCTURE RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING B RT ROADWAY ARMORING B STRUCTURE LT ROADWAY ARMORING B SHEEP CREEK STRUCTURE RT ROADWAY ARMORING B RT ROADWAY ARMORING B STOVE PRAIRIE CREEK RT ROADWAY ARMORING B SUBTOTAL 7,749 3,737 9, , TOTAL 15,369 6,881 17,179 1,143 4, NOTE: RIPRAP SHALL BE GENERATED WITHIN THE PROJECT LIMITS. SEE TYPICAL SECTIONS FOR ROADWAY ARMORING TYPE A & B DETAILS. LIMITS MAY CHANGE DURING CONSTRUCTION BASED ON EXISTING VEGETATION, BEDROCK, OR EXISTING ARMORING.

9 PIPE CULVERT TABULATION (1 OF 2) STATION 24 INCH REINFORCED CONCRETE PIPE LIN FT 36 INCH REINFORCED CONCRETE PIPE 48 INCH REINFORCED CONCRETE PIPE UPPER SECTION 24 INCH REINFORCED CONCRETE END SECTION SUBTOTAL EACH 36 INCH REINFORCED CONCRETE END SECTION 48 INCH REINFORCED CONCRETE END SECTION CY RIPRAP CONTINUED ON THE NEXT SHEET. NOTE: RIPRAP MAY BE ELIMINATED BY THE ENGINEER BASED ON EXISTING ARMORING AND OR BEDROCK ENCOUNTERED.

10 PIPE CULVERT TABULATION (2 OF 2) STATION 24 INCH REINFORCED CONCRETE PIPE LIN FT 36 INCH REINFORCED CONCRETE PIPE 48 INCH REINFORCED CONCRETE PIPE LOWER SECTION 24 INCH REINFORCED CONCRETE END SECTION 48 INCH REINFORCED CONCRETE END SECTION SUBTOTAL PROJECT TOTAL EACH 36 INCH REINFORCED CONCRETE END SECTION CY RIPRAP NOTE: RIPRAP MAY BE ELIMINATED BY THE ENGINEER BASED ON EXISTING ARMORING AND OR BEDROCK ENCOUNTERED.

11 STATION REMOVAL OF PIPE REMOVAL OF PIPE CULVERT TABULATION EACH REMOVAL OF STRUCTURAL PLATE PIPE REMARKS UPPER SECTION " SPP L=46' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=38' " SPP L=68' " CORR. STEEL PIPE L=3' " SPP L=66' " SPP L=53' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=36' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=3', 27' OFFFSET RT " CORR. STEEL PIPE L=3', 273' OFFSET RT " SPP L=42' " CORR. STEEL PIPE L=28' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=28' " CORR. STEEL PIPE L=2' " CORR. STEEL PIPE L=28' " HDPE APPROACH " HDPE L=32" " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=4' " CORR. STEEL PIPE L=2' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=2' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=2' " CORR. STEEL PIPE APPROACH +65 SUBTOTAL 38 5 LOWER SECTION " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=3', OFFSET 13' RT " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=2' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=2' " SPP L=4' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=32' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=2' " CORR. STEEL PIPE L=2' " CORR. STEEL PIPE L=3', OFFSET 113' RT " CORR. STEEL PIPE L=3', OFFSET 172' RT " CORR. STEEL PIPE L=5' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=4' " CORR. STEEL PIPE L=4' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE APPROACH " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=33' APPROACH " CORR. STEEL PIPE L=3' " CORR. STEEL PIPE L=26' SUBTOTAL 33 1 TOTAL 71 6 NOTES: REMOVAL OF PIPE INCLUDES THE FLARED END SECTIONS, AND ANY SMALL CREATURE THAT CALL THAT PIPE HOME.

12 APPROACH TABULATION LOCATION WIDTH RADII FT EA CORRUGATED STEEL PIPE STEEL END SECTION REMOVAL OF PIPE 15 in 15 in UPPER SECTION EMBANKMENT MATERIAL AGGREGATE BASE COURSE (ABC) CLASS 5 REMARKS 5+66 LT PRIVATE APPROACH 6+81 RT PRIVATE APPROACH 8+83 RT PRIVATE APPROACH RT BALLARD ROAD RT PRIVATE APPROACH 18+8 LT PRIVATE APPROACH RT PRIVATE APPROACH LT PRIVATE APPROACH RT PRIVATE APPROACH LT PRIVATE APPROACH 14+5 RT CRYSTAL MTN ROAD RT PRIVATE APPROACH LT PRIVATE APPROACH LT PRIVATE APPROACH LT PRIVATE APPROACH RT PRIVATE APPROACH LT PRIVATE APPROACH LT PRIVATE APPROACH RT PRIVATE APPROACH LT PRIVATE APPROACH RT PRIVATE APPROACH LT BIG HORN DRIVE RT PRIVATE APPROACH LT PRIVATE APPROACH LT PRIVATE APPROACH RT PRIVATE APPROACH SUBTOTAL LOWER SECTION LT PRIVATE APPROACH LT PRIVATE APPROACH 46+3 RT FS TURNOUT 457+ RT FS ROAD LT TEMP ACCESS TO STOCK PILE RT PRIVATE APPROACH RT PRIVATE APPROACH RT DEER PATH STREET LT PRIVATE APPROACH RT PRIVATE APPROACH RT PRIVATE APPROACH RT WILDSONG ROAD LT SNOWDROP LANE RT PRIVATE APPROACH RT PRIVATE APPROACH 527+ LT PRIVATE APPROACH RT PRIVATE APPROACH SUBTOTAL TOTAL CY NOTE: ABC CLASS 5 WILL BE PLACED AT A DEPTH OF SIX INCHES.

13 FENCE TABULATION LINEAL FEET (LF) EACH STATION - STATION LEFT/RIGHT REMOVE FENCE RESET FENCE FENCE BARBED WIRE WITH METAL POSTS FENCE BARBED WIRE (TEMPORARY) RESET RAIL GATE END POST CORNER AND LINE BRACE POST UPPER SECTION 5+7 LT RT RT RT LT RT LT RT LT RT LT LT LT LT LT RT SUBTOTAL 785 1, LOWER SECTION RT RT LT LT LT RT LT SUBTOTAL 825 1, TOTAL 1,61 3,1 1, ) STATIONING BASED ON ROADWAY CENTERLINE. 2) ALL FENCE SHALL BE 4-STRAND BARB WIRE WITH METAL POSTS. EROSION CONTROL TABULATION ROCK STABILIZATION TABULATION LIN FT ACRE SQ YD EACH SQ YD LIN FT EACH LOCATION EROSION LOG (12 INCH) (WEED FREE) SEEDING (NATIVE) MULCHING (HYDRAULIC) SOIL AMENDMENT SOIL RETENTION BLANKET WILLOW CUTTINGS LOCATION ROCK STAIN ROCK SCALING SOIL NAIL ROCK BOLTS UPPER SECTION 22, ,5 9,2 LOWER SECTION 22, ,5 7,6 TOTAL 44, , 16,8 UPPER SECTION 15,5 5,5 7,5 6 LOWER SECTION 12,2 3,6 5,6 42 TOTAL 27,7 9,1 13,1 1,2 NOTES: 1) SEE LANDSCAPE PLANS FOR LOCATION DETAILS

14 CR 44H - UPPER AND LOWER TYPICAL ROADWAY SECTION STATION 4+ TO STATION ' SUBGRADE WIDTH 24' NOTES: 1) SEE CROSS SECTIONS FOR DETAILS. 2).25:1 BACKSLOPES IN ROCK AREAS ONLY. 3) SLOPES MAY BE ADJUSTED IN THE FIELD DURING CONSTRUCTION FOR CONTOURING AND SLOPE BLENDING AS DIRECTED BY THE ENGINEER. FILL SLOPE VARIES 1.8' 2.7' 3' 9' 9' 3' 2.7' 1.8' SHLDR TRAVEL WAY TRAVEL WAY SHLDR ±4:1 7.5' CLEAR ZONE 4% SLOPE ROADWAY TOP WIDTH 4% SLOPE 7.5' CLEAR ZONE 4" AGGREGATE BASE COURSE (CLASS 5) 4" SELECT SURFACING MATERIAL EXISTING ROAD SURFACING TO REMAIN, SCARIFIED AND COMPACTED ±4:1 2:1 1.'.25 : 1 CUT SLOPE VARIES ROCK AREAS ONLY COMPACTED EMBANKMENT MATERIAL H:\186_44HLARC\DESIGN\SHEETS\typical sections.dwg, typical, 11/1/217 2:32:5 PM TYPICAL ROADWAY SECTIONS

15 CR 44H - UPPER AND LOWER ROADWAY RECONDITIONING & SURFACING ONLY SECTION SEE TABLE FOR LIMITS EXISTING ROADWAY WIDTH VARIES 24' ROADWAY TOP WIDTH 4% SLOPE 4% SLOPE 1' 4" AGGREGATE BASE COURSE (CLASS 5) 4" SELECT SURFACING MATERIAL TOP 6" TO BE SCARIFIED & RECOMPACTED EXISTING ROAD SURFACING TO REMAIN, SCARIFIED AND COMPACTED CREATE AND MAINTAIN EXISTING DRAINAGE CHANNEL SLOPE VARIES CR 44H - UPPER AND LOWER ROADWAY RECONDITIONING & SURFACING ONLY SECTION SEE TABLE FOR LIMITS EXISTING ROADWAY WIDTH VARIES 24' ROADWAY TOP WIDTH 4% SLOPE 4% SLOPE H:\186_44HLARC\DESIGN\SHEETS\typical sections.dwg, road resurf, 11/1/217 2:32:6 PM 1' 1' 4" AGGREGATE BASE COURSE (CLASS 5) 4" SELECT SURFACING MATERIAL TOP 6" TO BE SCARIFIED & RECOMPACTED EXISTING ROAD SURFACING TO REMAIN, SCARIFIED AND COMPACTED CREATE DRAINAGE DITCHES ON EACH SIDE OF ROADWAY SURFACING SECTIONS. OBLITERATE EXISTING ROADWAY OUTSIDE OF DITCHES. TYPICAL ROADWAY SECTIONS

16 CR 44H - UPPER AND LOWER TYPICAL ROADWAY SECTION NOTES: RIP RAP ARMORING - TYPE A 1) SEE CROSS SECTIONS FOR DETAILS. 2).25:1 BACKSLOPES IN ROCK AREAS ONLY. 3) SLOPES MAY BE ADJUSTED IN THE FIELD DURING CONSTRUCTION FOR CONTOURING AND SLOPE BLENDING AS DIRECTED BY THE ENGINEER. 4) BACK SLOPES AND ARMORING LIMITS MAY BE ADJUSTED BY THE FIELD ENGINEER BASED ON EXISTING GEOLOGICAL FORMATIONS, VEGETATION, BEDROCK AND EXISTING ARMORING. 5) CONTRACTOR SHALL MINIMIZE ACTIVITIES IN BUCKHORN CREEK AND IMPACTS TO VEGETATION DESIGNATED TO REMAIN. 6) BUCKHORN CREEK ELEVATION FLUCTUATES THROUGHOUT THE YEAR AND DEWATERTING MAY BE REQUIRED FOR ARMORING PURPOSES. * 3" MINUS ROCK (5% >24", 25% 12"-24", 25% < 12") ROCK AREAS.25 : 1* 7.5' CLEAR ZONE 29.4' SUBGRADE WIDTH 24' ROADWAY TOP WIDTH 7.5' CLEAR ZONE 1.8' 2.7' 3' 9' 9' 3' 2.7' 1.8' SHLDR TRAVEL WAY TRAVEL WAY SHLDR ±4:1 4% SLOPE 4% SLOPE ±4:1 3" THICK 3" MINUS ROCK* 4" AGGREGATE BASE COURSE (CLASS 5) BURY RIPRAP WITH 8" OF FINE ONSITE MATERIAL 4" SELECT SURFACING MATERIAL EXISTING ROADWAY SURFACING TO BE INCORPORATED INTO THE ROADWAY EMBANKMENT VARIES (1.5:1 to 2:1) 12" THICK 12" MINUS ROCK BUCKHORN CREEK (ELEVATION VARIES) TOTAL DEPTH 5" 3' H:\186_44HLARC\DESIGN\SHEETS\typical sections.dwg, TYPE A, 11/1/217 2:32:6 PM TYPICAL SECTIONS

17 CR 44H - UPPER AND LOWER TYPICAL ROADWAY SECTION RIP RAP ARMORING - TYPE B REMOVE EXISTING TOPSOIL IF ENCOUNTERED 7.5' CLEAR ZONE 29.4' SUBGRADE WIDTH 24' ROADWAY TOP WIDTH 7.5' CLEAR ZONE 1.8' 2.7' 3' 9' 9' 3' 2.7' 1.8' SHLDR TRAVEL WAY TRAVEL WAY SHLDR EXISTING VEGETATION TO REMAIN UNDISTURBED SLOPE VARIES ±4:1 4% SLOPE 4% SLOPE ±4:1 BURY RIPRAP WITH 8" OF FINE ONSITE MATERIAL 4" ABC (CLASS 5) 4" SELECT SURFACING MATERIAL 12" THICK 12" MINUS ROCK 3" THICK 3" MINUS ROCK VARIES (1.5:1 to 2:1) NOTES: 1) SEE CROSS SECTIONS FOR DETAILS. 2).25:1 BACKSLOPES IN ROCK AREAS ONLY. ROADWAY EMBANKMENT. EXISTING ROADWAY SURFACING TO BE SCARIFIED, INCORPORATED INTO THE EMBANKMENT AND COMPACTED. 3) SLOPES MAY BE ADJUSTED IN THE FIELD DURING CONSTRUCTION FOR CONTOURING AND SLOPE BLENDING AS DIRECTED BY THE ENGINEER. 4) EACH SITE TO BE EVALUATED PRIOR TO CONSTRUCTION AND FLAGGED AS TO WHICH VEGETATION IS TO REMAIN. TOTAL DEPTH 5" EXISTING ROADWAY SURFACING TO BE REMOVED AND INCORPORATED INTO THE EMBANKMENT. AREA TO BE TOPSOILED, SEEDED AND MULCHED. 3' BUCKHORN CREEK (ELEVATION VARIES) H:\186_44HLARC\DESIGN\SHEETS\typical sections.dwg, TYPE B, 11/1/217 2:32:7 PM 5) TOPSOIL SHALL BE SALVAGED WHERE AVAILABLE AND PLACED ON PROPOSED SLOPES AS AVAILABLE EXCLUDING ROCK AREAS. 6) BACK SLOPES AND ARMORING LIMITS MAY BE ADJUSTED BY THE FIELD ENGINEER BASED ON EXISTING GEOLOGICAL FORMATIONS, VEGETATION, BEDROCK AND EXISTING ARMORING. 7) CONTRACTOR SHALL MINIMIZE ACTIVITIES IN BUCKHORN CREEK AND IMPACTS TO VEGETATION DESIGNATED TO REMAIN. * 3" MINUS ROCK (5% >24", 25% 12"-24", 25% < 12") TYPICAL SECTIONS

18 CR 44H - UPPER AND LOWER TYPICAL ROADWAY SECTION ROADWAY OBLITERATION RIP RAP ARMORING - TYPE B EXISTING ROADWAY WIDTH VARIES 29.4' SUBGRADE WIDTH.25 : 1* 7.5' CLEAR ZONE 24' ROADWAY TOP WIDTH 7.5' CLEAR ZONE 1.8' 2.7' 3' 9' 9' 3' 2.7' 1.8' SHLDR TRAVEL WAY TRAVEL WAY SHLDR ±4:1 4% SLOPE 4% SLOPE ±4:1 3" THICK, 3" MINUS ROCK* BURY RIPRAP WITH 8" OF FINE ONSITE MATERIAL 4" AGGREGATE BASE COURSE (CLASS 5) VARIES (1.5:1 to 2:1) 4" SELECT SURFACING MATERIAL 12" THICK 12" MINUS ROCK NOTES: 1) SEE CROSS SECTIONS FOR DETAILS. 2).25:1 BACKSLOPES IN ROCK AREAS ONLY. 4.2' 3' BUCKHORN CREEK (ELEVATION VARIES) H:\186_44HLARC\DESIGN\SHEETS\typical sections.dwg, TYPE B road obliteration, 11/1/217 2:32:8 PM 3) SLOPES MAY BE ADJUSTED IN THE FIELD DURING CONSTRUCTION FOR CONTOURING AND SLOPE BLENDING AS DIRECTED BY THE ENGINEER. 4) EACH SITE TO BE EVALUATED PRIOR TO CONSTRUCTION AND FLAGGED AS TO WHICH VEGETATION IS TO REMAIN. 5) TOPSOIL SHALL BE SALVAGED WHERE AVAILABLE AND PLACED ON PROPOSED SLOPES AS AVAILABLE EXCLUDING ROCK AREAS. 6) BACK SLOPES AND ARMORING LIMITS MAY BE ADJUSTED BY THE FIELD ENGINEER BASED ON EXISTING GEOLOGICAL FORMATIONS, VEGETATION, BEDROCK AND EXISTING ARMORING. * 3" MINUS ROCK (5% >24", 25% 12"-24", 25% < 12") EXISTING ROADWAY SURFACING AND EMBANKMENT SHALL BE INCORPORATED INTO THE PROPOSED ROADWAY EMBANKMENT AREA TO BE TOPSOILED, SEEDED AND MULCHED. TYPICAL SECTIONS

19 CR 44H - UPPER AND LOWER TYPICAL ROADWAY SECTION NOTES: 1) SEE GRADING PLAN AND CROSS SECTIONS FOR ADDITIONAL DETAILS. 2) EXCAVATION LIMITS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER BASED ON EXISTING BOULDERS AND BEDROCK. 3) SLOPES MAY BE ADJUSTED IN THE FIELD DURING CONSTRUCTION FOR EXISTING VEGETATION, BEDROCK, CONTOURING AND SLOPE BLENDING AS DIRECTED BY THE ENGINEER. ROADWAY OBLITERATION STA to STA STA to STA. 31+ STA to STA STA to STA ) EACH SITE TO BE EVALUATED PRIOR TO CONSTRUCTION AND FLAGGED AS TO WHICH VEGETATION IS TO REMAIN. 5) SEE LANDSCAPING PLANS FOR PLANTING LOCATIONS. 6) CONTRACTOR SHALL MINIMIZE ACTIVITIES IN BUCKHORN CREEK AND IMPACTS TO VEGETATION DESIGNATED TO REMAIN. EXISTING CR44H ROADWAY WIDTH VARIES (18'-3') SLOPE VARIES EXCAVATION MATERIAL EXISTING TOPSOIL AND VEGETATION TO BE REMOVED. EMBANKMENT MATERIAL. H:\186_44HLARC\DESIGN\SHEETS\typical sections.dwg, road obliteration, 11/1/217 2:32:8 PM BUCKHORN CREEK 2.5' * SLOPE VARIES BENCH WIDTH 3' * EXISTING ROADWAY SURFACING TO BE SCARIFIED, INCORPORATED INTO THE BOTTOM PORTION OF THE EMBANKMENT AND COMPACTED. FINISHED SLOPE TO BE ROUGHENED, TOPSOILED, SEEDED, MULCHED AND RECEIVE PLANTINGS. SEE CROSS SECTIONS FOR ADDITIONAL DETAIL. TYPICAL SECTIONS OLD ROAD OBLITERATION

20 CREE N K CONTROL POINT 7 N = E = ELV = CONTROL POINT 5 N = E = ELV = N CONTROL POINT 8 N = E = ELV = CONTROL POINT 9 N = E = ELV = STA END UPPER SECTION EK CONTROL POINT 1 N = E = ELV = BU 235+ RE O H CK C RN INE CHL MAT CONTROL POINT 7 N = E = ELV = CR NOTE: CONTRACTOR'S SURVEYOR TO VERIFY PROJECT CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. + CONTROL POINT 6 N = E = ELV = CONTROL POINT 3 N = E = ELV = STA 4+ BEGIN UPPER SECTION CR CONTROL POINT 4 N = E = ELV = CONTROL POINT 2 N = E = ELV = BUCK HORN H:\186_44HLARC\DESIGN\SHEETS\Control Points.dwg, UPPER, 1/5/217 7:36:18 AM CONTROL POINT 1 N = E = ELV = INE CHL MAT 175+ CONTROL POINT 1 N = E = ELV = UPPER SECTION SURVEY CONTROL

21 CHL MAT INE CONTROL POINT 13 N = E = ELV = NOTE: CONTRACTOR'S SURVEYOR TO VERIFY PROJECT CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY CONTROL POINT 15 N = E = ELV = CR 525+ RN C HO BUCK CONTROL POINT 13 N = E = ELV = H:\186_44HLARC\DESIGN\SHEETS\Control Points.dwg, LOWER, 1/5/217 7:36:34 AM 445+ INE CHL MAT CONTROL POINT 14 N = E = ELV = STA END LOWER SECTION N CONTROL POINT 16 N = E = ELV = CR 44 REEK LOWER SECTION SURVEY CONTROL N CREEK CONTROL POINT 12 N = E = ELV = BUCKHOR CR CONTROL POINT 11 N = E = ELV = CONTROL POINT 1 N = E = ELV = CONTROL POINT 9 N = E = ELV = STA BEGIN LOWER SECTION 345+ N 44+

22 H:\186_44HLARC\DESIGN\details\UPPER SECTION ROW & LAND OWNERSHIP SHEETS.dwg, sheet index, 1/5/217 7:4:47 AM N CASCADE CREEK FS 129 (BALLARD ROAD) SHT 15 SHT 16 SHT SHT 22 STA 4+ BEGIN UPPER SECTION SHT SHT 19 SHT 2 5+ SHT 21 CR 44H SHT T.7.N. R.72.W. 7+ BUCKHORN CREEK 8+ SHT 24 SHT 25 SHEET INDEX - UPPER SECTION CRYSTAL MOUNTAIN ROAD SHT 27 SHT SHT COUNTY ROAD 44H SHT SHT 31 SHT SHT 3 SHT 33

23 H:\186_44HLARC\DESIGN\details\UPPER SECTION ROW & LAND OWNERSHIP SHEETS.dwg, sheet index (2), 1/5/217 7:4:32 AM SHT 28 SHT 29 N SHT SHT SHT SHT SHT SHT SHT SHT 38 SHT 37 SHT 39 SHT SHT SHT 42 SHT T.7.N. R.72.W. SHEET INDEX - UPPER SECTION SHT 44 SHT SHT T.7.N. R.71.W. MOOSE RIDE ROAD STA END UPPER SECTION SHT 48 COUNTY ROAD 44H SHT 47

24 N T.7.N. R.72.W. SHT STA BEGIN LOWER SECTION TWIN CABIN GULCH DRAINAGE SHT 5 SHT 51 SHT 52 SHT 53 SHT 54 SHT 55 SHT 56 SHT SHT SHT 59 SHT SHT SHT 62 SHT SHT 64 SHT 65 H:\186_44HLARC\DESIGN\details\LOWER SECTION ROW & LAND OWNERSHIP SHEETS.dwg, sheet index, 1/5/217 7:44:18 AM SHEET INDEX - LOWER SECTION COUNTY ROAD 44H

25 N T.7.N. R.71.W STA END LOWER SECTION CR 27 T 62 SHT SHT SHT 65 SHT 66 SHT STOVE PRAIRIE CREEK 52+ SHT 77 SHT 78 H:\186_44HLARC\DESIGN\details\LOWER SECTION ROW & LAND OWNERSHIP SHEETS.dwg, sheet index (2), 1/5/217 7:44:24 AM SHT 68 SHT 69 SHEEP CREEK DRAINAGE SHT 7 SHT 71 SHT STREET DEER PATH SHT 73SHT 74 SHT WILD SONG ROAD SHEET INDEX - LOWER SECTION SHT 76 COUNTY ROAD 44H