VICINITY MAP END PROJECT BEGIN PROJECT Middle Fork Campground Middle. Lake. Moolock. Fork. Trailhead. Lake Nadeau SMC.

Transcription

1 htr $PATH$ $DATE$ Designed by: B. W ACKER o ~ 63.4m.i Bend BEGI REFERECE: APPLICAT: Federal Highway Administration ADJACET PROPERTY OWERS:. Washington Department of atural Resources (7+65 to 487+0) 2. United States Forest Service (487+0 to ) Lake Moolock Lake adeau SMC Lake T. 24. T. 23. M id dle Fo rk M di del Fork R. 9 E. R. 0 E. FOREST BOUDARY Snolqua m Mine Creek Campground Mailbox Peak Trailhead LOCATIO: Middle Fork Snoqualmie PROPOSED : River Road, MP 2.7 to 2.4 Roadway reconstruction, culvert and bridge replacement (Beginning of Project) I: Middle Fork Snoqualmie River and tributaries EAR/AT: orth Bend PAGE OF 73 COUTY: King DATE: July 203 : WA ATIOAL R. 9 E. R. 0 E. ie Pratt River Sno River 0.5 e qu a mli Middle Fork Campground Middle Fork Trailhead R oad vir er T. 24. T. 23. SCALE I MILES ED VICIITY MAP UMBER A.4

2 RIP 0:58 AM 0 July 203 [USC] F:\highways\FHW A\50002_Middle_Fork_Snoqualm ie\design\perm itting\wf0290_legend.dgn total central angle M.L. main line» curve central angle M.P. mile post Ø diameter matl. material» spiral central angle max. maximum MGAL thousand gallon abut. abutment min. minimum ADT average daily traffic mon. monument AH ahead appr. approach north C normal crown BK back BM bench mark o. c. on center BP balance point o. to o. out to out br. bridge OD outside diameter brg. bearing OG original ground cc or c. to c. center to center PC point of curve LC centerline PCC point of compound curve clr. clear PCS point of curve to spiral CMP corrugated metal pipe PI point of intersection col. column pl. plate conc. concrete POC point on curve conn. connection POS point on spiral constr. jt. construction joint POT point on tangent cont. continuous PS point of tangent to spiral CS point of curve to spiral PSC point of spiral to curve ctrs. centers PST point of spiral to tangent CUFT cubic foot (feet) PT point of tangent culv. culvert pvmt. pavement cubic yard(s) R radius D DHV diameter design hourly volume R. R/W range right-of-way dia. diameter rdwy. roadway diag. diagonal reinf. reinforcement diaph. diaphragm reqd. required dist. distance rt. or RT right drwg(s). drawing(s) rte. route E east S south e superelevation rate SADT seasonal average daily traffic El ft elevation with number SC point of spiral to curve elev. elevation sec. section emb. embankment shldr. shoulder EP edge of pavement SLRY slurry unit EQ or eq. equation spa. spacing, spaces or spaced ER edge of road SQFT square foot EW edge of water SQYD square yard exc. excavation SRS point of spiral to reverse spiral exp. jt. expansion joint SS point of spiral to spiral (no curve) ST point of spiral to tangent fin. finish STA, Sta. station flg. flange std. standard ft2 square foot stgr. stringer ft3 cubic foot (feet) stiff. stiffener ftg. footing struc. structural ga. gage (gauge) STS point of spiral to tangent spiral galv. galvanized sym. symmetrical hdwl. headwall T tangent distance hex. hexagon T. township HW high water TBM temporary bench mark thd. thread ID inside diameter TS point of tangent to spiral jt. joint Ts tangent distance (spiraled curve) typ. typical L length of curve lam. lamination V design speed lat. latitude vph vehicles per hour LFT linear foot (feet) VPI vertical point of intersection long. longitudinal W west LPSM lump sum Ls length of spiral yd2 square yard lt. or LT left yd3 cubic yard(s) LW low water Reference umber:. Applicant ame: Federal Highway Administration Sheet 2 of 73 ational Boundary State Boundary County Boundary City Boundary Township or Range Line Section Line Section Corner (Found, Projected) 4 Section Line 4 Section Corner (Found, Projected) 6 Section Line 6 Section Corner (Found, Projected) Property Line w/found Property Corner Parcel umber ational Park Boundary ational Forest Boundary ational Wildlife Refuge Boundary BLM Lands Boundary Indian Reservation Boundary Existing Roadway (Road, Paved, Gravel) Railroad Trail Wattle Silt Fence Intermittent Drainage or Small Creek Large Creek or River Lake, Pond or Reservoir; Marshland Spring or Seep Treeline; Individual Trees Material Source; Bore Hole; Test Pit Spot Elevation; Coordinate Grid Tick Above Ground Tank; Underground Tank Boulder; Well; Satellite Dish; Grave Cooking Grate; Garbage Can; Picnic Table Flagpole; Fire Hydrant Gas & Water Meter; Gas & Water Valve Control Point (Terrestrial and GPS); Jump Hub G SEC. W CP 6 6 BH EL GPS 36 3 TP 5 22 SEC. G JH 6 6 E W orth Arrow Slope Stake Limits Fence Gate with Fence Cattleguard Guardrail Concrete Barrier Retaining Wall Delineators Pipe Culvert (arrow shows flow) Pipe Culvert with End Section Pipe Culvert with Headwall Pipe Culvert with Drop Inlet Box Culvert Underdrain Overhead/Above Ground Utilities Underground Utilities Building Riprap Top of Cut Toe of Fill Transition Signs (single, double post; portable) EXISTIG STEAM = steam, T = telephone, TV = CATV, W = water WA WESTER FEDERAL LADS HIGHWAY DIVISIO AD ABBREVIATIOS DETAIL APPROVED FOR USE /200 REVISED: 9/2005 /2007 0/2009 PFH 29-() PROPOSED FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, Poles (Power, Telephone, Joint Use, Light, Support w/anchor) Miscellaneous Utility Features EM = electric meter, T = telephone pedestal, TV = CATV pedestal, UP = transformer or junction box, WF = water fountain Right-of-Way Line with Monument Permanent Easement Construction Easement O SCALE DI T - no symbol - wall face DI U.S. DEPARTMET OF TRASPORTATIO FEDERAL HIGHWAY ADMIISTRATIO U.S. CUSTOMARY DETAIL PLA SYMBOLS T DETAIL UMBER W0-

3 ftp:// /std_plan/wf0290wetland_im pact.dgn [US_Sur_ft2D] 5-Jul-203 2:9 PM Designed by: B. W ACKER Reference umber: Applicant ame: Federal Highway Administration Sheet 3 of 73 WETLAD IMPACT AREAS UMBER

4 ftp:// /std_plan/wf0290stream _im pact.dgn [US_Sur_ft2D] 26-Jul-203 0:45 AM Designed by: B. W ACKER Reference umber: Applicant ame: Federal Highway Administration Sheet 4 of 73 AQUATIC AREA/AQUATIC RESOURCE IMPACT AREAS UMBER

5 ftp:// /std_plan/wf0290ditch.dgn [US_Sur_ft2D] 7-Jul :46 AM Designed by: B. W ACKER Reference umber: Applicant ame: Federal Highway Administration Sheet 5 of 73 JURISDICTIOAL DITCH IMPACT AREAS UMBER

6 $PATH$ $DATE$ Designed by: /202 Checked by:. BELL 2/202 Clearing lim its Clearing lim its Placing conserved topsoil, 6-inch depth 5' Variable Placing conserved topsoil, 6-inch depth 5' Original ground Variable Original ground Reference umber: Applicant ame: Federal Highway Administration Sheet 6 of :3 :3 3 3 LC 0' 0' Traveled way Safety edge detail 5 2% 2% Suitable roadway excavation or unclassified borrow Traveled way TYPICAL SECTIO O to to to to to LC 9' 9' Traveled way 5 Safety edge detail 2% Suitable roadway excavation or unclassified borrow Traveled way 2% TYPICAL SECTIO O to to to :3 :3 4 4 Placing conserved topsoil, 6-inch depth Var. 24 Variable Variable 26 Superpave pavement, 2" or 3 4" nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts Tack coat grade CSS-, CSS-h, SS-, or SS-h (between lifts) Aggregate base grading D, 6-inch compacted depth Placing conserved topsoil, 6-inch depth Var. 24 Superpave pavement, 2" or 3 4" nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts 2 Tack coat grade CSS-, CSS-h, SS-, or SS-h (between lifts) 6 5' ' m in. 5' Aggregate base grading D, 6-inch compacted depth ' m in. Clearing Clearing lim its lim its O SCALE OTE: FOOTOTE: See sheet C.5 for cut and fill slope rounding details. 2. See sheet C.6 for roadway width transition detail. Superelevate roadway on curves at the rate 'e' as indicated on the plan and profile curve data. Construct slopes as shown in the Staking Report. See guardrail detail on sheet C.5 for variances. See rockfall ditch detail on sheet C.6 for variances. See sheet C.6. TYPICAL SECTIOS UMBER See Standard 602-6, "Pipe Culvert Inlet Treatment in Cut Slopes" for variances. C.2

7 $PATH$ $DATE$ Designed by: /202 Checked by:. BELL 2/202 Clearing lim its Clearing lim its Placing conserved topsoil, 6-inch depth Variable Placing conserved topsoil, 6-inch depth Variable Original ground Reference umber: Applicant ame: Federal Highway Administration Sheet 7 of 73 5' 5' Original ground 2 2 :3 :3 3 3 LC 9' 9' Traveled way Traveled way 5 Safety edge detail 2% 2% Suitable roadway excavation or unclassified borrow 2% TYPICAL SECTIO O to to to LC 0' 0' Traveled way Traveled way Safety edge detail 5 Suitable roadway excavation or unclassified borrow 2% TYPICAL SECTIO O to to to '.5' 5' Placing conserved topsoil, 6-inch depth Variable 2 Curb and gutter, concrete, 2-inch depth 4 Superpave pavement, 2" or 3 4" nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts Tack coat grade CSS-, CSS-h, SS-, or SS-h (between lifts) Aggregate base grading D, 6-inch compacted depth 5' Placing conserved topsoil, 6-inch depth Variable 2 Curb and gutter, concrete, 2-inch depth4 Superpave pavement, 2" or 3 4" nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts Tack coat grade CSS-, CSS-h, SS-, or SS-h (between lifts) Aggregate base grading D, 6-inch compacted depth Clearing Clearing lim its lim its O SCALE OTE: FOOTOTE:. See sheet C.5 for cut and fill slope rounding details. 2. See sheet C.6 for roadway width transition detail. Superelevate roadway on curves at the rate 'e' as indicated on the plan and profile curve data. 2 Construct slopes as shown in the Staking Report. 3 See guardrail detail on sheet C.5 for variances. 4 See sheet K.. 5 See sheet C.6. TYPICAL SECTIOS UMBER C.3

8 $PATH$ $DATE$ Designed by: /202 Checked by:. BELL 2/202 Clearing lim its Original ground Reference umber: Applicant ame: Federal Highway Administration Sheet 8 of 73 Clearing lim its Placing conserved topsoil, 6-inch depth 5' Original ground Placing conserved topsoil, 6-inch depth 2 2 Variable :3 5 Flexible delineator 5' Variable :3 6' 4' 2' 0' Traveled way 2% Suitable roadway excavation or unclassified borrow LC 2% 0' Traveled way TYPICAL SECTIO O to to ' Traveled way 2% Suitable roadway excavation or unclassified borrow LC 0' Traveled way 2% TYPICAL SECTIO O to :3 :3 3 Placing conserved topsoil, 6-inch depth Variable Surface treatment, designation 2B Aggregate base grading D, 2-inch compacted depth, placed in two equal lifts 3 Variable ' m in. Placing conserved topsoil, 6-inch depth Surface treatment, designation 2B Aggregate base grading D, 2-inch compacted depth, placed in two equal lifts 5' 5' ' m in. O SCALE Clearing Clearing lim its lim its OTE: FOOTOTE: See sheet C.5 for cut and fill slope rounding details. 5 Superelevate roadway on curves at the rate 'e' as indicated on the plan and profile curve data. Construct slopes as shown in the Staking Report. See rockfall ditch detail on sheet C.6 for variances. TYPICAL SECTIOS UMBER See Standard 602-6, "Pipe Culvert Inlet Treatment in Cut Slopes" for variances. See sheet M.29. C.4

9 $PATH$ $DATE$ Designed by: /202 Checked by:. BELL 2/202 Original ground Reference umber: Applicant ame: Federal Highway Administration Sheet 9 of 73 Clearing lim its D B = 5' 0.25 D CUT SLOPE ROUDIG DETAIL 4 5' Slope stake Variable 3 :3 Original ground Clearing lim its Slope stake Slope stake 5' 5' Traveled way Safety edge detail 2 2% LC Traveled way 2% TYPICAL SECTIO O to D 0.25 D FILL SLOPE ROUDIG DETAIL 9' 9' Variable 3 Original ground Finished grade Edge of traveled way :3 Superpave pavement, 2" or 3 4" nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement Roadway reconditioning 5 Variable roughness, 3-inch compacted depth, placed in two equal lifts Tack coat grade CSS-, CSS-h, SS-, or SS-h (between lifts) Aggregate base grading D, 6-inch compacted depth :.5 Original ground 6 Variable Variable GUARDRAIL DETAIL 3 O SCALE FOOTOTE: Adjust to meet field conditions. Match existing superelevation on curves as approved by CO. See sheet C.6. Construct slopes as shown in the Staking Report. For cut heights less than "B" reduce "B" to the cut height dimension and reduce the front slope rounding distance proportionally. Two feet minimum. Construct widening as shown in Staking Report. TYPICAL SECTIOS UMBER Two feet minimum for 6' guardrail posts, zero for 7' guardrail posts. Construct widening as shown in Staking Report. C.5

10 220 ftp:// /std_plan/wf0290ta.dgn [US_Sur2D] 29-Jul-203 :49 AM Designed by:. BELL Reference umber: Applicant ame: Federal Highway Administration Sheet 0 of 73 WETLAD/IMPACT LEGED: Temporary Wetland/Stream Impacts 790 Top of proposed cut K = 67 Deep patch, LT 790 Cut/fill transition % Clearing and grubbing limit 50' VC 780 Jurisdictional ditch W0 temporary impact 38 SQFT W SQ. METERS ACRES B % SSD = 353' K = 39 W SQ. METERS ACRES UPLAD 75 WETLAD EXTEDS UPLAD W9 permanent impact 4,070 SQFT W9 temporary impact 3,986 SQFT W temporary impact 30 SQFT W permanent impact 7 SQFT % UPLAD W9B SQ. METERS ACRES WETLAD EXTEDS W9B temporary impact 297 SQFT W9B permanent impact 455 SQFT W9D temporary impact 584 SQFT W9D permanent impact 800 Delineated Wetlands or Streams Special rock embankment, type 2, LT 800 Special rock embankment, type 2, LT Permanent Wetland/Stream Impacts ' VC See sheet K.4 Subgrade stabilization, type Toe of proposed fill See sheet C Refer to Middle Fork Snoqualmie River Road Right-of-Way Plans for permanent and construction easement boundary descriptions and locations. PLA AD PROFILE LEGED: Culvert inlet/outlet ditch Terminal section, type Tangent or Flared Structure transition railing Rock embankment or buttress Energy dissipator Riprap ditch MIDDLE FORK SOQUALMIE Embankment volumes shown include special rock embankments. See sheet D. for complete excavation and embankment totals. T ST RIVER ROAD = E= Excavation volumes shown do not include conserved topsoil quantities. El.= F SE Middle Fork Road BEGI RECOSTRUCTIO :2 D :2 Typical inlet/outlet ditch Rolled erosion control product SE Lake Dorothy Road End of Couplet Special rock embankment, type 2, RT SQFT WETLAD EXTEDS W SQ. METERS ACRES W9D ACRES UMBER D.8 80 TL DH

11 ftp:// /std_plan/wf0290tb.dgn [US_Sur2D] 29-Jul-203 2:3 PM Designed by:. BELL SQ. METERS ACRES TL DH-5 80 W9 permanent impact 4,070 SQFT W9 temporary impact Reference umber: 3,986 SQFT W9A SQ. METERS ACRES Applicant ame: Federal Highway Administration Sheet of Special rock embankment, type 2, LT Standard underdrain system, type, RT Subgrade stabilization, type 785 K = ' VC K = 7 400' VC Special rock embankment, type 2, RT See sheet C W9D temporary impact 584 SQFT W9D permanent impact 338 SQFT % W9A temporary impact,09 SQFT W9A permanent impact,233 SQFT Jurisdictional ditch # Parking Area 2 See sheet E SSD = 493' Parking Area See sheet E AR-9 2,78 (Includes 6 for approach road RT) " Pipe Culvert WETLAD EXTEDS W SQ. METERS ACRES Mainline = B Approach DR Parking Access See sheet E Remove existing AR 9 temporary impact drop inlet 6 SQFT AR 9 permanent impact 37 SQFT See sheet H.2 66 (Includes 54 for approach road RT) A/A 9B permanent impact A/A 9B temporary impact % 494 SQFT 56 SQFT PW9C ACRES PW9C permanent impact 65 SQFT PW9C temporary impact 50 SQFT AR 0 temporary impact AR 0 permanent impact AR-0 SQFT 37 5 SQFT K = A/A 9B ACRES " Pipe Culvert UMBER D

12 ftp:// /std_plan/wf0290tc.dgn [US_Sur2D] 29-Jul-203 2:33 PM Designed by:. BELL 755 Reference umber: TL CUT S- Applicant ame: Federal Highway Administration Sheet 2 of Special rock embankment, type 2, LT Special rock embankment, type 2, LT Subgrade stabilization, type Rock buttress, type, RT K = 03 50' VC ' VC % % 99+0 SSD = 753' K = K = 65 80' VC SSD = 902' 00' VC K = 79 00' VC % See sheet C.7 AR-A AR-2 WETLAD EXTEDS,034 (Includes 9 for approach road RT) Mainline = Approach 0+00 Granite Creek Rd See sheet E.2 W2.A SQ. METERS ACRES AR % 48" Pipe Culvert Q50=69 cfs HW 50=3.99 ft W SQ. METERS ACRES A See sheet K WETLAD EXTEDS AR 2 permanent impact 26 SQFT K = W SQ. METERS ACRES % " Pipe Culvert AR-3 TL DH-6 W2.2 permanent impact 96 SQFT W2.2 temporary impact 85 SQFT 288 (Includes 23 for approach road RT) SSD = 436' UMBER D.0 AR 3 permanent impact 7 SQFT AR 3 temporary impact 8 SQFT %

13 ftp:// /std_plan/wf0290td.dgn [US_Sur2D] 29-Jul-203 2:34 PM Designed by:. BELL 20 Reference umber: Applicant ame: Federal Highway Administration Sheet 3 of AR-4 B SQ. METERS ACRES A/A 3 AQUATIC AREA EXTEDS A/A SQ. METERS ACRES AQUATIC AREA EXTEDS AR-4. B-3 WETLAD EXTEDS W3A SQ. METERS ACRES 795 Special rock embankment, type 2, LT Special rock embankment, type 2, LT Rock buttress, type 2, RT Rolled erosion control product, type 3.B, RT Special rock embankment, type 2, LT K = 74 K = 59 00' VC K = 68 00' VC ' VC K = ' VC % SSD = 623' 775 SSD = 88' SSD = 395' 775 K = 76 K = 7 K = 44 00' VC 50' VC 50' VC AR 4 temporary impact Rolled erosion control product, type 3.B, RT 770 See sheet K Special rock embankment, type 2, LT SQFT AR 4 permanent impact 33 SQFT % See sheet K A/A 3 permanent impact 4 SQFT A/A 3 temporary impact 226 SQFT % See sheet K % ,077 W3A temporary impact 48 SQFT W3A permanent impact 244 SQFT W3A SQ. METERS ACRES WETLAD EXTEDS AR 5B temporary impact SQFT AR 5B permanent impact 220 AR 5 temporary impact % 405 SQFT 9 SQFT AR-5 Rolled erosion control product, type 4, RT " Pipe Culvert % 22+0 AR-5A AR-5B W4 temporary impact W4 permanent impact SQFT 48 SQFT See sheet K B-4 WETLAD EXTEDS W4A permanent impact % 207 SQFT W SQ. METERS 0.75 ACRES AR-6A W4A SQ. METERS ACRES % " Pipe Culvert UMBER D

14 ftp:// /std_plan/wf0290te.dgn [US_Sur2D] 29-Jul-203 2:35 PM Designed by:. BELL W4A 9.22 SQ. METERS ACRES 225 Reference umber: Applicant ame: Federal Highway Administration Sheet 4 of 73 GR LT GR RT B-6 B-5 WC- B-7 B-75 AR-6 B-9 B-8 A/A 7A ACRES AR-6. AR-6 AR PW7A B ACRES Deep patch, LT Curb and gutter, RT Special rock embankment, type 3, LT Rolled erosion control product, type 4, RT Special rock embankment, type 3, LT 775 K = K = 56 K = 24 00' VC ' VC % AR 6 permanent impact SSD = 733' Middle Fork Snoqualmie River 760 Curb and gutter, RT 760 See sheet K. AR 6 temporary impact T 56 SQFT % 32 SQFT ' VC See sheet K " Pipe Culvert Manhole, with debris cage, RT PW7A permanent impact 92 SQFT PW7A temporary impact 206 SQFT A/A 7A permanent impact 559 SQFT A/A 7A temporary impact 54 SQFT % AR 8 permanent impact 34 SQFT AR 8 temporary impact SSD = 389' AR 6 temporary impact 7 SQFT B- DI AR-8 AR-8A AR-8 Inlet, type 7B, RT Parking Area 3 See sheet E.6 AR-9 AR-8B WETLAD EXTEDS 235 T PW7B ACRES Parking Area 4 See sheet E.6 See sheet K W SQ. METERS ACRES See sheet K.7,50,203, SQFT PW7B permanent impact 2,489 SQFT PW7B temporary impact 634 SQFT % UMBER D.2 GR LT GR RT

15 ftp:// /std_plan/wf0290tf.dgn [US_Sur2D] 29-Jul-203 2:36 PM Designed by:. BELL 2/202 WETLAD EXTEDS W7A SQ. METERS ACRES Reference umber: B-2 WETLAD EXTEDS WETLAD EXTEDS Applicant ame: Federal Highway Administration Sheet 5 of TL DH Rolled erosion control product, type 4, RT ' VC K = K = 35 SSD = 298' ' VC K = " Pipe Culvert Q50=69 cfs HW 50=3.64 ft % See sheet K.7 W7 permanent impact 838 SQFT W7 temporary impact 423 SQFT Parking Area 5 See sheet E.6 W7A permanent impact 356 SQFT W7A temporary impact 45 SQFT SSD = 636' +.88% K = % " Pipe Culvert 4, % ' VC TL CUT S % UMBER D

16 ftp:// /std_plan/wf0290tg.dgn [US_Sur2D] 29-Jul-203 2:38 PM Designed by:. BELL 255 Reference umber: Applicant ame: Federal Highway Administration Sheet 6 of 73 GR LT GR RT TL DH Special rock embankment, type, RT % 805 SSD = 262' 805 K = 54 K = ' VC SSD = 392' K = 00 K = 54 00' VC % " Pipe Culvert Q50=3 cfs HW 50=5.52 ft K = % AQUATIC AREA EXTEDS SQ. METERS A/A ACRES SQ. METERS WETLAD EXTEDS 60" Pipe Culvert Q50=3 HW 50=5.63 ft W8A ACRES Parking Area 6 See sheet E SQ. METERS ACRES W9 UPLAD Middle Fork Snoqualmie River SQ. METERS W20A ACRES SQ. METERS , % W20 temporary impact 79 SQFT W20 permanent impact SQFT W ACRES " Pipe Culvert % T UMBER D GR LT GR RT

17 ftp:// /std_plan/wf0290th.dgn [US_Sur2D] 29-Jul-203 2:39 PM Designed by:. BELL 270 Reference umber: B-3 Applicant ame: Federal Highway Administration Sheet 7 of 73 GR LT GR RT B-4 AR-20A B-5 AR B-6 AR-2A B-7 AR Curb and gutter, RT Curb and gutter, RT See sheet K. 830 See sheet K. 830 K = See sheet K See sheet K.7 K = ' VC 85 K = K = 67 SSD = 652' 00' VC K = ' VC Mechanically stabilized earth wall, welded wire face, LT 805 K = 00 00' VC AR 20 temporary impact % 3 SQFT " Pipe Culvert SSD = 2208' K = ' VC AR 20 permanent impact % SQFT AR 20 temporary impact Rolled erosion control product, type 4, RT SQFT AR 2A temporary impact % Inlet, type 7B, RT 5 SQFT AR 2 permanent impact 30 SQFT AR 2 temporary impact Deep patch, LT SQFT Inlet, type 7B, RT Middle Fork Snoqualmie River B-8 AR 22 permanent impact TL DH AR-22A B B-20 AR-22 48" Pipe Culvert Q50=2 cfs HW 50=.87 ft B-2 B ST B B-24 B-25 B-26 DI See sheet J.3 Moment slab guardrail, LT See sheet I. 6, SQFT AR 22 temporary impact % 37 SQFT USGS Gauging Station Do not disturb Install conduit, 2-inch, rigid galvanized steel See sheet K % SSD = 682' 00' VC % B % 285 B-27 UMBER D.5 GR LT GR RT

18 ftp:// /std_plan/wf0290ti.dgn [US_Sur2D] 29-Jul-203 2:40 PM Designed by:. BELL GR LT GR RT B-27 W2 permanent impact Reference umber: B-29 Applicant ame: Federal Highway Administration Middle Fork 02.8 SQ. METERS W ACRES Sheet 8 of 73 DI B AR A/A SQ. METERS ACRES WETLAD EXTEDS 2.52 SQ. METERS ACRES AR Special rock embankment, type 2, LT Special rock embankment, type 2, LT Deep patch, LT SSD = 40' 825 SSD = 325' Standard underdrain system, type 2, RT Moment slab guardrail, LT Rolled erosion control product, type 4, RT Mechanically stabilized earth wall, welded wire face, LT Moment slab guardrail, LT ST K = 35 50' VC 24" Pipe Culvert,00 SQFT ST % See sheet I. Snoqualmie River Special rock embankment, type 3, LT K = 56 50' VC See sheet J.3 ST % AR 23 permanent impact See sheet I A/A 22 permanent impact 62 SQFT AR 23 temporary impact K = 47 50' VC 4 SQFT ,668 AR 24 temporary impact 69 SQFT " Pipe Culvert Q50=72 cfs HW 50=4.29 ft 4 SQFT AR 24 permanent impact 33 SQFT T % See sheet K.4 Jurisdictional ditch # See sheet K.7 A/A 22.A temporary impact W SQFT A/A 22.A permanent impact 29 SQFT AQUATIC AREA EXTEDS 2, SQ. METERS ACRES B SQ. METERS ACRES W A/A 22.A K = 53 50' VC " Pipe Culvert Q50=63 cfs HW 50=3.70 ft W23A permanent impact SQFT 62 SQFT PW22.A 53 SQFT PW25.2 temporary impact 323 SQFT W23A temporary impact WETLAD EXTEDS PW22.A temporary impact PW22.A permanent impact W22. temporary impact 362 SQFT PW25.2 permanent impact 22 SQFT % 2,903 SQFT W23A SQ. METERS ACRES See sheet H PW25.2 WETLAD EXTEDS " Pipe Culvert Q50 = 63 cfs HW 50=3.76 ft UMBER D.6 GR LT GR RT

19 ftp:// /std_plan/wf0290tj.dgn [US_Sur2D] 29-Jul-203 2:4 PM Designed by:. BELL 805 Parking Area 7 See sheet E Reference umber: PW25.2 Applicant ame: Federal Highway Administration Sheet 9 of TL DH-0 WETLAD EXTEDS PW25.2 W25B SQ. METERS ACRES K = K = 25 00' VC % 825 Standard underdrain system, type 2, LT Standard underdrain system, type 2, RT SSD = 682',000' VC See sheet H.2 See sheet H.2 PW25.2 permanent impact 2,903 SQFT PW25.2 temporary impact 362 SQFT % 00' VC , W25B temporary impact 29 SQFT W25B permanent impact 9 SQFT % WETLAD EXTEDS K = WETLAD EXTEDS W25A SQ. METERS ACRES % UMBER 35 D

20 ftp:// /std_plan/wf0290tk.dgn [US_Sur2D] 29-Jul-203 2:42 PM Designed by:. BELL Reference umber: GR LT GR RT WETLAD EXTEDS Applicant ame: Federal Highway Administration Sheet 20 of 73 W26A 24.2 SQ. METERS ACRES WETLAD EXTEDS W26B SQ. METERS ACRES WETLAD EXTEDS TL DH W SQ. METERS ACRES K = SSD = 2566' ' VC % W26B temporary impact 38 SQFT W26B permanent impact 75 SQFT Jurisdictional ditch # W26A temporary impact 29 SQFT W26A permanent impact 94 SQFT SSD = 45' K = 0 See sheets G.-G % Parking Area 8 See sheet E ' VC Parking Area 9 See sheet E.6 WETLAD EXTEDS W27B temporary impact W27B permanent impact WETLAD EXTEDS -5% % 282 SQFT 97 SQFT 33 A A % 44 W27B SQ. METERS ACRES W27A SQ. METERS ACRES Middle Fork Snoqualm ie River Existing Bridge Rehabilitate bridge deck T ST T ST See sheets G.-G W28B permanent impact Middle Fork Snoqualmie River Existing Bridge Rehabilitate bridge deck 59 SQFT AQUATIC AREA EXTEDS W28B temporary impact 37 SQFT W28B SQ. METERS ACRES , K = ' VC % % ST T ST T K = 63 00' VC UMBER D.8 GR LT GR RT

21 ftp:// /std_plan/wf0290tl.dgn [US_Sur2D] 29-Jul-203 2:42 PM Designed by:. BELL 330 Reference umber: AQUATIC AREA EXTEDS Applicant ame: Federal Highway Administration Sheet 2 of A/A 28./ SQ. METERS ACRES WETLAD EXTEDS AR-28. AQUATIC AREA EXTEDS W29A SQ. METERS ACRES ' VC SSD = 3952' K = 63 00' VC % K = ' VC B , % SSD = 900' K = 7 W29B temporary impact Existing Bridge. Remove bridge. W29A temporary impact 4 SQFT W29A permanent impact 49 SQFT 49 SQFT W29B permanent impact 22 SQFT % Existing Bridge. Remove bridge ft span x 6 ft rise box culvert Q50=235 cfs HW 50=3.5 ft UMBER D

22 345 ftp:// /std_plan/wf0290tm.dgn [US_Sur2D] 29-Jul-203 2:43 PM Designed by:. BELL W29B SQ. METERS ACRES Reference umber: WETLAD EXTEDS Applicant ame: Federal Highway Administration Sheet 22 of WETLAD EXTEDS W30B SQ. METERS 0.98 ACRES TL DH K = % K = SSD = 2042' 00' VC K = 85 00' VC % W30B temporary impact 247 SQFT W30B permanent impact 52 SQFT SSD = 800' % AR AR-3.2 WETLAD EXTEDS AR ' VC AR-3. AR-3. W SQ. METERS ACRES WETLAD EXTEDS % UMBER 360 D

23 ftp:// /std_plan/wf0290tn.dgn [US_Sur2D] 29-Jul-203 2:44 PM Designed by:. BELL 360 Reference umber: 845 Applicant ame: Federal Highway Administration Sheet 23 of WETLAD EXTEDS AR-32.4 W32A SQ. METERS ACRES B-33 AR Curb and gutter, LT Special rock embankment, type 2, RT See sheet K K = K = % K = SSD = 226' % AR 32.3 permanent impact 36 SQFT AR 32.3 temporary impact 5 SQFT See sheet K. Special rock embankment, type 2, RT AR 32.B permanent impact 25 SQFT AR 32.B temporary impact 9 SQFT AR-32.2 WETLAD EXTEDS Deep patch, RT " Pipe Culvert AR-32.B B , ' VC AR 32.2 temporary impact 6 SQFT AR 32.2 permanent impact 0 SQFT % SSD = 82' 00' VC % 375 UMBER D

24 380 ftp:// /std_plan/wf0290to.dgn [US_Sur2D] 29-Jul-203 2:45 PM Designed by:. BELL 375 Reference umber: Applicant ame: Federal Highway Administration Sheet 24 of 73 TL DH % AR 33.2A permanent impact 9 SQFT AR 33.2A temporary impact 5 SQFT 900 Deep patch, RT K = ' VC Special rock embankment, type 2, RT SSD = 60' WETLAD EXTEDS Special rock embankment, type 2, RT % AR-33.2A W33B SQ. METERS ACRES See sheet K , B-35 AR-33. UMBER D

25 ftp:// /std_plan/wf0290tp.dgn [US_Sur2D] 29-Jul-203 2:46 PM Designed by:. BELL 390 Reference umber: WETLAD EXTEDS AR-33.A Applicant ame: Federal Highway Administration Sheet 25 of B-36 AQUATIC AREA EXTEDS 395 B B-38 A/A 34A SQ. METERS ACRES AQUATIC AREA EXTEDS B Deep patch, RT Special rock embankment, type 2, RT Special rock embankment, type, RT 890 K = ' VC 885 SSD = 273' ' VC See sheet K Special rock embankment, type 2, RT % 24" Pipe Culvert See sheet K K = ' VC AR 33.A permanent impact 36 SQFT AR 33.A temporary impact 7 SQFT % " Pipe Culvert AQUATIC AREA EXTEDS A/A 34A temporary impact 540 SQFT A/A 34A permanent impact,004 SQFT % 82 3,257 6, % AR-34B B-4 B AR-34A AR 34B temporary impact 5 SQFT AR 34B permanent impact 7 SQFT B-42 A/A 34A.9332 ACRES B-44 B-43 AR 34A permanent impact 29 SQFT AR 34A temporary impact 5 SQFT SQ. METERS Special rock embankment, type 2, RT SSD = 293' K = 40 Deep patch, RT B-46 B-45-5.% UMBER D

26 ftp:// /std_plan/wf0290tq.dgn [US_Sur2D] 29-Jul-203 2:47 PM Designed by:. BELL 405 Reference umber: PW34B SQ. METERS ACRES WETLAD EXTEDS TL DH-5 A/A 34A Special rock embankment, type 2, LT & RT Special rock embankment, type 2, RT K = 29 K = ' VC SSD = 437' 250' VC SSD = 25' K = 63 K = 29 SSD = 276' ' VC K = Rolled erosion control product, type 3.B, LT & RT PW34B temporary impact 96 SQFT Applicant ame: Federal Highway Administration Sheet 26 of PW34B permanent impact 23 SQFT 247" x 58" SPPA Q50=596 cfs HW 50=5.54 ft A/A 34A temporary impact 278 SQFT A/A 34A temporary impact 455 SQFT A/A 34A permanent impact,07 SQFT % A/A 34A permanent impact 472 SQFT % W35A permanent impact 68 SQFT W35A temporary impact 30 SQFT 4+25 W35B temporary impact 395 SQFT AR 35 temporary impact 2 SQFT AR 35 permanent impact 23 SQFT W35B permanent impact 765 SQFT % WETLAD EXTEDS W35A 46.6 SQ. METERS ACRES WETLAD EXTEDS AR-35 B W35B SQ. METERS ACRES AR-35B WETLAD EXTEDS W36B SQ. METERS ACRES WETLAD EXTEDS W36A SQ. METERS ACRES , " Pipe Culvert Extend ex. inlet % W36B permanent impact 49 SQFT W36B temporary impact 42 SQFT W36A permanent impact 622 SQFT W36A temporary impact 9 SQFT See sheet K.7 WETLAD EXTEDS Rolled erosion control product, type 3.B, LT See sheet K % UMBER D

27 ftp:// /std_plan/wf0290tr.dgn [US_Sur2D] 29-Jul-203 2:48 PM Designed by:. BELL 420 WETLAD EXTEDS W37A temporary impact 77 SQFT W37A permanent impact 270 SQFT Reference umber: 900 W37A SQ. METERS ACRES WETLAD EXTEDS W37B SQ. METERS ACRES Applicant ame: Federal Highway Administration Sheet 27 of WETLAD EXTEDS W38A SQ. METERS ACRES WETLAD EXTEDS K = K = ' VC 95 SSD = 928' 95 K = 65 K = 8 00' VC % " Pipe Culvert " Pipe Culvert W37B temporary impact 89 SQFT W37B permanent impact 73 SQFT % % W38B 08.6 SQ. METERS ACRES TL DH-6 W38A temporary impact 27 SQFT 3,845 (Includes 23 for approach road LT) WETLAD EXTEDS W38B temporary impact 296 SQFT W38A permanent impact 337 SQFT % A Mainline = Approach Bessemer Rd See sheet E (Includes 79 for approach road LT) TL CUT S UMBER 435 SSD = 40' D

28 ftp:// /std_plan/wf0290ts.dgn [US_Sur2D] 29-Jul-203 2:49 PM Designed by:. BELL TL CUT S Reference umber: B-73 Applicant ame: Federal Highway Administration Sheet 28 of WETLAD EXTEDS B TL CUT S W39.3B SQ. METERS ACRES B Deep patch, RT Deep patch, LT Subgrade stabilization, type See sheet K Deep patch, LT 945 See sheet K See sheet K K = 56 K = % 930 K = ' VC % Parking Area 0 See sheet E Subgrade stabilization, type K = ' VC See sheet C , SSD = 305' % , % WETLAD EXTEDS SSD = 685' TL DH-7 See sheet C % UMBER D

29 ftp:// /std_plan/wf0290tt.dgn [US_Sur2D] 29-Jul-203 :46 AM Designed by:. BELL 450 Reference umber: Applicant ame: Federal Highway Administration Sheet 29 of AR WETLAD EXTEDS B-49 A/A 39.2B SQ. METERS ACRES B-50 PW39.2B 930 Subgrade stabilization, type % SSD = 3838' 95 K = ' VC See sheet C SSD = 8873' ,88 Jurisdictional ditch # % 2,998 WETLAD EXTEDS Remove gate K = 88 00' VC -.607% " Pipe Culvert UMBER D

30 ftp:// /std_plan/wf0290tu.dgn [US_Sur2D] 29-Jul-203 2:50 PM Designed by:. BELL Reference umber: Applicant ame: Federal Highway Administration Sheet 30 of 73 GR LT GR RT A/A 39.A SQ. METERS ACRES B-5 B-52 TL DH K = ' VC % % SSD = 065' K = Bridge. 885 See sheets G.3-G B-54 B-53 A/A 39.B SQ. METERS ACRES T ST ST T T ST ST T K = 59 60' VC Remove existing bridge and construct new bridge Bridge. Remove existing bridge. See Subsections A and B for removal requirements. Construct new bridge. See sheets G.3-G % 4,24 2, A/A 39.B temporary impact 4,53 SQFT ' VC W39A 53.2 SQ. METERS ACRES Middle Fork Snoqualm ie River % WETLAD EXTEDS UMBER D.28 GR LT GR RT

31 ftp:// /std_plan/wf0290tv.dgn [US_Sur2D] 29-Jul-203 2:5 PM Designed by:. BELL 480 Reference umber: W40B SQ. METERS ACRES WETLAD EXTEDS 485 TL CUT S-8 TL DH K = 94 50' VC SSD = 476' 905 K = 02 K = 00 00' VC 400' VC Applicant ame: Federal Highway Administration Sheet 3 of Parking Area See sheet E % W40B temporary impact 738 SQFT W40B permanent impact 35 SQFT Mdidel Fokr Snoquaml ei Rvier WETLAD EXTEDS W4A SQ. METERS ACRES " Pipe Culvert Q50=6 cfs HW 50=4.63 ft WETLAD EXTEDS W4B SQ. METERS ACRES WETLAD EXTEDS W42A 45.9 SQ. METERS 0.7 ACRES AR-42 W42B SQ. METERS ACRES ,376 W4B temporary impact 52 SQFT W4B permanent impact 90 SQFT W4A permanent impact 44 SQFT W4A temporary impact 59 SQFT % W42A temporary impact 6 SQFT K = W42B temporary impact 2 SQFT % " Pipe Culvert Q50=292 cfs HW 50=7.5 ft WETLAD EXTEDS 495 UMBER D.29 W42A permanent impact 235 SQFT

32 ftp:// /std_plan/wf0290tw.dgn [US_Sur2D] 29-Jul-203 2:52 PM Designed by:. BELL Reference umber: Applicant ame: Federal Highway Administration Sheet 32 of 73 DCP W/L W/L K = 00 00' VC W/L 47 permanent impact 54 SQFT W/L 47 temporary impact 24 SQFT % " Pipe Culvert Q50=6 cfs HW 50=6.28 ft W/L temporary impact 38 SQFT ,289 Special rock embankment, type 2, RT K = 06 00' VC A/R % UMBER 50 D

33 ftp:// /std_plan/wf0290tx.dgn [US_Sur2D] 29-Jul-203 2:53 PM Designed by:. BELL Reference umber: Applicant ame: Federal Highway Administration Sheet 33 of 73 W/L W/L K = 49 SSD = 627' 50' VC 920 K = 2 K = SSD = 88' % W/L 2 permanent impact 26 SQFT W/L 2 temporary impact 5 SQFT SSD = 673' K = 45 W/L 3 permanent impact 53 SQFT W/L 3 temporary impact 47 SQFT A/A 46 permanent impact 83 SQFT ' VC A/A 46 temporary impact 202 SQFT % ' VC , % A/A 46 W/L 4 permanent impact 5 SQFT Parking Area 2 W/L 4 temporary impact 50 SQFT See sheet E W/L K = 77 00' VC TL DH W/L 5 temporary impact 779 SQFT DCP-24,WC-7 A/A 46 permanent impact 22 SQFT W/L 5 permanent impact 372 SQFT A/A 46 temporary impact 46 SQFT % W/L 5 A/R 2 permanent impact 42 SQFT A/R 2 temporary impact 38 SQFT A/A 46 permanent impact 75 SQFT A/A 46 temporary impact 09 SQFT % ' VC " Pipe Arch Q50=279 cfs HW 50=4.88 ft UMBER D A/R

34 ftp:// /std_plan/wf0290ty.dgn [US_Sur2D] 29-Jul-203 2:54 PM Designed by:. BELL A/R Reference umber: Applicant ame: Federal Highway Administration Sheet 34 of W/L 6 temporary impact 4 SQFT W/L 6 W/L WC-6 B-55 W/L 7 W/L Special rock embankment, type, LT Special rock embankment, type, RT W/L 45 permanent impact 354 SQFT W/L 45 temporary impact 389 SQFT " Pipe Culvert Q50=9 cfs HW 50=2.07 ft 8, % " Pipe Culvert W/L 7 permanent impact 7,374 SQFT W/L 7 temporary impact 4,735 SQFT W/L 44 permanent impact,0 SQFT W/L 44 temporary impact 387 SQFT WC-5 W/L 7 B-56 WC-4 W/L " Pipe Culvert Q50=9 cfs HW 50=.85 ft W/L 43 permanent impact 274 SQFT W/L 43 temporary impact 35 SQFT UMBER D

35 " Pipe Culvert " Pipe Culvert " Pipe Culvert ftp:// /std_plan/wf0290tz.dgn [US_Sur2D] 29-Jul-203 2:55 PM Designed by:. BELL Reference umber: Parking Area 3 See sheet E.6 Applicant ame: Federal Highway Administration Sheet 35 of W/L SI&VWP Middle Fork Snoqualmie River B Subgrade stabilization, type Deep patch, RT Rolled erosion control product, type 3.B, LT K = 68 SSD = 349' SSD = 9' ' VC K = K = 7 50' VC K = ' VC % See sheet K W/L 8 permanent impact 4,52 SQFT W/L 8 temporary impact 3,493 SQFT See sheet C % SI&VWP B SI&VWP B Parking Area 4 See sheet E.6 W/L 42 B-60 See sheet K.4 A/R 6 temporary impact 2 SQFT A/R 6 permanent impact 45 SQFT B-6 A/R % K = ' VC % UMBER 555 D

36 ftp:// /std_plan/wf0290ua.dgn [US_Sur2D] 29-Jul-203 2:56 PM. BELL Checked by: 2/202 Designed by: Reference umber: B-62 A/R 6 W/L 9 Applicant ame: Federal Highway Administration Sheet 36 of 73 B-63 TL CUT S-6 B-65 SI&VWP B-64 SI&VWP W/L TL DH-2 Middle Fork Snoqualmie River SSD = 9' A/R 0A 980 Deep patch, RT Subgrade stabilization, type Deep patch, RT Subgrade stabilization, type Rolled erosion control product, type 3.B, LT 970 SSD = 228' See sheet K.7 K = 24 K = 66 K = 6 500' VC ' VC % K = ' VC A/R 6 temporary impact 20 SQFT A/R 6 permanent impact 69 SQFT See sheet K.4 K = " Pipe Culvert % W/L 9 temporary impact 69 SQFT W/L 9 permanent impact 78 SQFT See sheet C % A/R 0A permanent impact 353 SQFT Jurisdictional ditch # See sheet K.4 A/R 0 temporary impact 0 SQFT A/R 0 permanent impact 763 SQFT B ,676 A/A 40 A/R 3 permanent impact 279 SQFT A/R 4 permanent impact 22 SQFT A/R A/R 3 A/R 3 See sheet C.7 A/A temporary impact 806 SQFT A/A permanent impact 306 SQFT, , % SSD = 48' ft span x 5 ft rise Precast reinforced concrete box culvert, grated top A/R 4 Q50=80 cfs HW 50=6.2 ft % A/A A/R 4 4 ft span x 7 ft 6 inch rise Precast reinforced concrete box culvert, grated top Q50=80 cfs HW 50=5.4 ft B Ex. 36" Pipe Culvert Do ot Disturb +2.88% UMBER D

37 ftp:// /std_plan/wf0290ub.dgn [US_Sur2D] 29-Jul-203 2:57 PM Designed by:. BELL W/L 39 Reference umber: W/L W/L 3 W/L Special rock embankment, type, LT & RT K = ' VC K = " Pipe Culvert Q50=36 cfs HW 50=2.62 ft A/A temporary impact 806 SQFT Applicant ame: Federal Highway Administration Sheet 37 of % A/A permanent impact 306 SQFT W/L 39 permanent impact 44 SQFT SSD = 428' W/L 2 temporary impact 630 SQFT W/L 2 permanent impact 426 SQFT Jurisdictional ditch #2 -.% W/L 3 temporary impact 436 SQFT W/L 3 permanent impact 403 SQFT " Pipe Culvert Q50=36 cfs HW 50=2.97 ft K = W/L 38 temporary impact 3,664 SQFT W/L 38 permanent impact 2,58 SQFT 5, % B-76 W/L 4 temporary impact 3,36 SQFT W/L 4 permanent impact 3,958 SQFT W/L 4 DCP-23,WC-3 WC-2 DCP DCP-20 DCP % UMBER D