htr $PATH$ $DATE$ Designed by: B. W ACKER o ~ 63.4m.i Bend BEGI 7+65.00 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 685+50) 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 0 0.5 ED 685+50.00 VICIITY MAP UMBER A.4
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. 94.6 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 36 3 5 22 SEC. W CP 6 6 BH EL. 234.56 400 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-
ftp://98.45.88.2/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
ftp://98.45.88.2/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
ftp://98.45.88.2/std_plan/wf0290ditch.dgn [US_Sur_ft2D] 7-Jul-203 08:46 AM Designed by: B. W ACKER Reference umber: Applicant ame: Federal Highway Administration Sheet 5 of 73 JURISDICTIOAL DITCH IMPACT AREAS UMBER
$PATH$ $DATE$ 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 73 2 2 :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. 7+65.00 to 226+00.00 28+79.69 to 282+50.00 284+50.00 to 365+00.00 367+00.00 to 540+00.00 565+00.00 to 667+50.00 LC 9' 9' Traveled way 5 Safety edge detail 2% Suitable roadway excavation or unclassified borrow Traveled way 2% TYPICAL SECTIO O. 2 229+00.00 to 237+00.00 237+70.00 to 274+50.00 278+50.00 to 28+32.03 :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: 2 3 4 5 6. 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
$PATH$ $DATE$ 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. 3 226+92.87 to 229+00.00 237+00.00 to 237+70.00 274+50.00 to 278+50.00 LC 0' 0' Traveled way Traveled way Safety edge detail 5 Suitable roadway excavation or unclassified borrow 2% TYPICAL SECTIO O. 4 226+00.00 to 226+42.87 282+50.00 to 284+50.00 365+00.00 to 367+00.00.5'.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
$PATH$ $DATE$ 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. 5 540+00.00 to 554+93.3 560+5.95 to 565+00.00 0' Traveled way 2% Suitable roadway excavation or unclassified borrow LC 0' Traveled way 2% TYPICAL SECTIO O. 6 554+93.3 to 559+65.95 :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 2 4 24 ' 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: 2 3 4. 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
$PATH$ $DATE$ 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. 7 668+00.00 to 685+50.00 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: 2 3 4 5 6 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
220 ftp://98.45.88.2/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 786.55-0.5000% 72+25 786.25 780 Clearing and grubbing limit 50' VC 780 Jurisdictional ditch W0 temporary impact 38 SQFT W0 254.20 SQ. METERS 0.0628 ACRES B- +.0000% 74+00 788.00 SSD = 353' K = 39 W 2203.55 SQ. METERS 0.5445 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 -2.8800% UPLAD W9B 297.45 SQ. METERS 0.0735 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 795 795 00' VC See sheet K.4 Subgrade stabilization, type Toe of proposed fill See sheet C.7 785 785 775 775 770 770 765 765 760 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 7+65.00 = 780687.725 E= 348448.227 Excavation volumes shown do not include conserved topsoil quantities. El.= 786.55 F SE Middle Fork Road BEGI RECOSTRUCTIO 70+00 :2 D :2 Typical inlet/outlet ditch Rolled erosion control product SE Lake Dorothy Road End of Couplet 72+76 48 74+50 75+00 75+50 76+00 584 76+50 76+50 77+45 Special rock embankment, type 2, RT 4 77+50 78+50 78+80 338 SQFT WETLAD EXTEDS W9 373.47 SQ. METERS 0.976 ACRES W9D 0.059 ACRES UMBER D.8 80 TL DH-5 80+00 760 80+00
ftp://98.45.88.2/std_plan/wf0290tb.dgn [US_Sur2D] 29-Jul-203 2:3 PM Designed by:. BELL 373.47 SQ. METERS 760 80+00 0.059 ACRES TL DH-5 80 W9 permanent impact 4,070 SQFT W9 temporary impact Reference umber: 3,986 SQFT W9A 869.64 SQ. METERS 0.4630 ACRES Applicant ame: Federal Highway Administration Sheet of 73 85 800 Special rock embankment, type 2, LT Standard underdrain system, type, RT 800 795 795 790 790 785 Subgrade stabilization, type 785 K = 3 780 780 500' VC K = 7 400' VC 775 775 770 770 80+25 770.00 8+50 Special rock embankment, type 2, RT See sheet C.7 83+00 83+00 765 765 8+67 W9D temporary impact 584 SQFT W9D permanent impact 338 SQFT 82+92 83+00 +2.7407% W9A temporary impact,09 SQFT W9A permanent impact,233 SQFT Jurisdictional ditch #7 85+00 Parking Area 2 See sheet E.6 87+00 87+00 788.50 SSD = 493' Parking Area See sheet E.6 88+42 AR-9 2,78 (Includes 6 for approach road 88+70 RT) 88+42 30" Pipe Culvert WETLAD EXTEDS W2 00.99 SQ. METERS 0.2720 ACRES Mainline 88+70 = B Approach 30+00 DR Parking Access See sheet E.2 89+77 90 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 88+70 RT) 90+00 A/A 9B permanent impact A/A 9B temporary impact -.6923% 494 SQFT 56 SQFT PW9C 0.0490 ACRES PW9C permanent impact 65 SQFT PW9C temporary impact 50 SQFT 92+85 AR 0 temporary impact AR 0 permanent impact AR-0 SQFT 37 5 SQFT K = 82 93+50 777.50 A/A 9B 95 0.049 ACRES 94+78 36" Pipe Culvert UMBER D.9 760 95+00
95 200 205 ftp://98.45.88.2/std_plan/wf0290tc.dgn [US_Sur2D] 29-Jul-203 2:33 PM Designed by:. BELL 755 Reference umber: 95+00 TL CUT S- Applicant ame: Federal Highway Administration Sheet 2 of 73 795 Special rock embankment, type 2, LT Special rock embankment, type 2, LT 795 790 Subgrade stabilization, type 2 790 785 Rock buttress, type, RT 785 780 K = 03 50' VC 780 50' VC +0.7500% 96+50 779.75-0.7857% 99+0 SSD = 753' K = 58 775 775 K = 65 80' VC SSD = 902' 00' VC K = 79 00' VC 770 770 765 765 760 760 725 200+00 777.00 200+00 200+58 200+90 +0.6667% 20+50 See sheet C.7 AR-A AR-2 WETLAD EXTEDS,034 (Includes 9 for approach road 202+92 RT) 203+00 203+00 779.00 203+75 203+90 Mainline 202+92 = Approach 0+00 Granite Creek Rd See sheet E.2 W2.A 96.66 SQ. METERS 0.2376 ACRES AR- 203+90 204+05-0.6000% 48" Pipe Culvert Q50=69 cfs HW 50=3.99 ft W2. 69.84 SQ. METERS 0.0420 ACRES A See sheet K.3 205+00 WETLAD EXTEDS AR 2 permanent impact 26 SQFT K = 64 205+50 777.50 205+72 W2.2 557.34 SQ. METERS 0.377 ACRES +.7593% 207+89 36" 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 202+92 RT) 24 208+20 782.25 SSD = 436' 209+50 20 UMBER 20+00 D.0 AR 3 permanent impact 7 SQFT AR 3 temporary impact 8 SQFT -.3636% 755 20+00
ftp://98.45.88.2/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 73 755 20+00 AR-4 B-2 46.64 SQ. METERS 0.0362 ACRES A/A 3 AQUATIC AREA EXTEDS A/A 3 3.73 SQ. METERS 0.0078 ACRES AQUATIC AREA EXTEDS 25 25+00 AR-4. B-3 WETLAD EXTEDS W3A 427.83 SQ. METERS 0.057 ACRES 795 Special rock embankment, type 2, LT Special rock embankment, type 2, LT Rock buttress, type 2, RT 795 790 Rolled erosion control product, type 3.B, RT Special rock embankment, type 2, LT 790 785 785 K = 74 K = 59 00' VC K = 68 00' VC 780 50' VC K = 66 780 50' VC -.3636% SSD = 623' 775 SSD = 88' SSD = 395' 775 K = 76 K = 7 K = 44 00' VC 50' VC 50' VC 2+50 777.75 AR 4 temporary impact 22+00 25+50 26+50 27+50 770 Rolled erosion control product, type 3.B, RT 770 See sheet K.7 765 Special rock embankment, type 2, LT 765 760 760 22+37 8 SQFT AR 4 permanent impact 33 SQFT +0.8333% See sheet K.7 84 684 24+26 24+50 780.25 A/A 3 permanent impact 4 SQFT A/A 3 temporary impact 226 SQFT -0.574% 25+75 26+25 See sheet K.7 779.25 26+75 +.% 27+07 27+25 3,077 W3A temporary impact 48 SQFT W3A permanent impact 244 SQFT W3A 69.85 SQ. METERS 0.0420 ACRES WETLAD EXTEDS 28+50 78.75 AR 5B temporary impact 28+75 29+50 50 SQFT AR 5B permanent impact 220 AR 5 temporary impact -0.857% 405 SQFT 9 SQFT 220+00 AR-5 Rolled erosion control product, type 4, RT 220+25 780.25 220+59 220+60 36" Pipe Culvert 22+0 +0.5000% 22+0 AR-5A AR-5B W4 temporary impact W4 permanent impact 22+80 22+75 78.00 22+80 204 SQFT 48 SQFT See sheet K.3 70 223+00 B-4 WETLAD EXTEDS W4A permanent impact -2.8750% 207 SQFT 223+75 775.25 223+90 W4 708.48 SQ. METERS 0.75 ACRES AR-6A W4A 225 9.22 SQ. METERS 0.0048 ACRES -0.5875% 224+83 36" Pipe Culvert UMBER D. 755 225+00
ftp://98.45.88.2/std_plan/wf0290te.dgn [US_Sur2D] 29-Jul-203 2:35 PM Designed by:. BELL W4A 9.22 SQ. METERS 0.0048 ACRES 225 Reference umber: Applicant ame: Federal Highway Administration Sheet 4 of 73 GR LT GR RT 755 225+00 B-6 B-5 WC- B-7 B-75 AR-6 B-9 B-8 A/A 7A 0.070 ACRES AR-6. AR-6 AR-7 230 PW7A B-0 0.046 ACRES 795 795 225+40 790 Deep patch, LT Curb and gutter, RT 790 785 Special rock embankment, type 3, LT Rolled erosion control product, type 4, RT 785 780 780 Special rock embankment, type 3, LT 775 K = 82 775 770 770 K = 56 K = 24 00' VC 765 00' VC 765 226+00-0.5875% AR 6 permanent impact 227+75 772.90 SSD = 733' Middle Fork Snoqualmie River 760 Curb and gutter, RT 760 See sheet K. AR 6 temporary impact T 56 SQFT 228+65 -.2286% 32 SQFT 228+90 229+00 229+70 50' VC 229+50 770.75 229+65 See sheet K.4 229+80 36" Pipe Culvert Manhole, with debris cage, RT 230+00 PW7A permanent impact 92 SQFT PW7A temporary impact 206 SQFT A/A 7A permanent impact 559 SQFT A/A 7A temporary impact 54 SQFT +0.6000% AR 8 permanent impact 34 SQFT AR 8 temporary impact 232+00 772.25 SSD = 389' AR 6 temporary impact 7 SQFT B- DI AR-8 AR-8A 233+50 AR-8 Inlet, type 7B, RT Parking Area 3 See sheet E.6 AR-9 AR-8B WETLAD EXTEDS 235 T PW7B 0.0853 ACRES 235+00 235+00 Parking Area 4 See sheet E.6 See sheet K. 236+50 W7 2459.65 SQ. METERS 0.6078 ACRES 237+00 237+70 240 See sheet K.7,50,203,223 32 SQFT PW7B permanent impact 2,489 SQFT PW7B temporary impact 634 SQFT -0.2059% 239+75 UMBER D.2 GR LT GR RT 755 240+00
240 255 ftp://98.45.88.2/std_plan/wf0290tf.dgn [US_Sur2D] 29-Jul-203 2:36 PM Designed by:. BELL 2/202 WETLAD EXTEDS 755 240+00 W7A 234.5876 SQ. METERS 0.0580 ACRES Reference umber: B-2 WETLAD EXTEDS WETLAD EXTEDS Applicant ame: Federal Highway Administration Sheet 5 of 73 245 245+00 TL DH-7 795 795 85 790 Rolled erosion control product, type 4, RT 790 80 785 00' VC 785 805 780 780 800 K = 55 775 795 K = 35 SSD = 298' 770 300' VC 790 790 K = 486 240+50 770.50 240+75 765 785 785 760 780 780 24+02 32" Pipe Culvert Q50=69 cfs HW 50=3.64 ft +3.4000% 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 243+00 779.00 SSD = 636' +.88% K = 58 245+75 782.25 +2.9048% 238 547 247+50 775 24" Pipe Culvert 4,044 +2.9048% 250 250+00 25+00 797.50 500' VC TL CUT S-2 252+00 +.8750% UMBER D.3 775 255+00
ftp://98.45.88.2/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 780 255+00 260+00 260 TL DH-8 820 820 85 Special rock embankment, type, RT 85 80 80 +.8750% 805 SSD = 262' 805 K = 54 K = 30 300' VC SSD = 392' K = 00 K = 54 00' VC 800 800 795 795 790 790 785 785 86 257+00 808.75 -.882% 259+4 60" Pipe Culvert Q50=3 cfs HW 50=5.52 ft K = 5 259+75 803.75 +2.0769% AQUATIC AREA EXTEDS 389.92 SQ. METERS A/A 8 0.0964 ACRES 264+97 87.82 SQ. METERS 265 265+00 WETLAD EXTEDS 60" Pipe Culvert Q50=3 HW 50=5.63 ft W8A 0.0464 ACRES Parking Area 6 See sheet E.6 689.57 SQ. METERS 0.704 ACRES W9 UPLAD Middle Fork Snoqualmie River 76.59 SQ. METERS W20A 0.0436 ACRES 926.92 SQ. METERS 05 65 23 3,209 263+00 80.50-4.574% W20 temporary impact 79 SQFT W20 permanent impact 266+50 794.50 575 SQFT W20 0.4762 ACRES 268+7 268+7 36" Pipe Culvert +.0000% 268+96 270+00 T 798.00 UMBER 270+00 D.4 270 GR LT GR RT 780 270+00
ftp://98.45.88.2/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 795 270+00 B-4 AR-20A B-5 AR-20 275+00 275 B-6 AR-2A B-7 AR-2 835 835 Curb and gutter, RT Curb and gutter, RT See sheet K. 830 See sheet K. 830 K = 57 825 See sheet K.4 825 820 See sheet K.7 K = 89 820 00' VC 85 K = 59 85 80 80 K = 67 SSD = 652' 00' VC K = 56 805 00' VC Mechanically stabilized earth wall, welded wire face, LT 805 K = 00 00' VC 800 800 270+00 798.00 270+80 AR 20 temporary impact 27+25 +2.0000% 3 SQFT 272+00 272+00 24" Pipe Culvert 802.00 SSD = 2208' K = 200 00' VC AR 20 permanent impact +.5000% 273+25 22 SQFT AR 20 temporary impact 274+50 Rolled erosion control product, type 4, RT 273+50 804.25 3 SQFT AR 2A temporary impact +3.0000% 274+68 Inlet, type 7B, RT 5 SQFT AR 2 permanent impact 30 SQFT AR 2 temporary impact Deep patch, LT 275+90 8.45 6 SQFT 276+76 Inlet, type 7B, RT Middle Fork Snoqualmie River B-8 AR 22 permanent impact TL DH-9 278+50 AR-22A B-9 279+8 B-20 AR-22 48" Pipe Culvert Q50=2 cfs HW 50=.87 ft 280 280+00 B-2 B-22 28+30 ST 28+90 28+90 B-23 282+50 B-24 B-25 B-26 DI See sheet J.3 Moment slab guardrail, LT See sheet I. 6,373 4 80 4 SQFT AR 22 temporary impact +.2090% 37 SQFT 279+25 85.50 USGS Gauging Station Do not disturb Install conduit, 2-inch, rigid galvanized steel See sheet K.8 +2.3333% 28+50 820.75 SSD = 682' 00' VC +0.6250% 283+50 822.00 B-28 284+50 +4.429% 285 B-27 UMBER D.5 GR LT GR RT 795 285+00
ftp://98.45.88.2/std_plan/wf0290ti.dgn [US_Sur2D] 29-Jul-203 2:40 PM Designed by:. BELL GR LT GR RT 805 285 B-27 W2 permanent impact Reference umber: B-29 Applicant ame: Federal Highway Administration 285+00 Middle Fork 02.8 SQ. METERS W2 0.0253 ACRES Sheet 8 of 73 DI B-30 290+00 AR-23 290 A/A 22 29.39 SQ. METERS 0.0542 ACRES WETLAD EXTEDS 2.52 SQ. METERS 0.0300 ACRES AR-24 845 Special rock embankment, type 2, LT Special rock embankment, type 2, LT 845 840 Deep patch, LT 840 835 835 830 830 SSD = 40' 825 SSD = 325' Standard underdrain system, type 2, RT 825 820 Moment slab guardrail, LT Rolled erosion control product, type 4, RT 820 85 Mechanically stabilized earth wall, welded wire face, LT 85 80 Moment slab guardrail, LT 80 285+00 ST 285+25 285+0 285+5 829.25 K = 35 50' VC 24" Pipe Culvert,00 SQFT ST -0.667% 286+20 See sheet I. Snoqualmie River Special rock embankment, type 3, LT K = 56 50' VC 286+75 829.00 See sheet J.3 ST +2.5000% 287+32 AR 23 permanent impact See sheet I.2 288+75 A/A 22 permanent impact 62 SQFT AR 23 temporary impact 288+25 832.75 K = 47 50' VC 4 SQFT 289+25 5,668 AR 24 temporary impact 69 SQFT 290+20 290+20 290+9 48" Pipe Culvert Q50=72 cfs HW 50=4.29 ft 4 SQFT AR 24 permanent impact 33 SQFT T -0.7200% See sheet K.4 Jurisdictional ditch #6 292+00 See sheet K.7 A/A 22.A temporary impact 292+48 W22.2 293+00 65 SQFT A/A 22.A permanent impact 29 SQFT 293+20 AQUATIC AREA EXTEDS 2,505 293+75 72.42 SQ. METERS 0.0427 ACRES B-3 44.0 SQ. METERS 0.0356 ACRES W22. 294+35 A/A 22.A K = 53 50' VC 294+50 828.25 48" Pipe Culvert Q50=63 cfs HW 50=3.70 ft W23A permanent impact 295 295+00 235 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 +2.000% 2,903 SQFT W23A 45.39 SQ. METERS 0.0359 ACRES See sheet H.2 300 PW25.2 WETLAD EXTEDS 298+25 298+36 48" Pipe Culvert Q50 = 63 cfs HW 50=3.76 ft 299+00 299+00 5 UMBER D.6 GR LT GR RT 805 300+00
ftp://98.45.88.2/std_plan/wf0290tj.dgn [US_Sur2D] 29-Jul-203 2:4 PM Designed by:. BELL 805 Parking Area 7 See sheet E.6 300 Reference umber: PW25.2 Applicant ame: Federal Highway Administration Sheet 9 of 73 300+00 305 305+00 TL DH-0 WETLAD EXTEDS PW25.2 W25B 290.6 SQ. METERS 0.077 ACRES 845 845 840 840 835 835 K = 5 830 K = 25 00' VC 830 300+4 +2.000% 825 Standard underdrain system, type 2, LT 825 820 Standard underdrain system, type 2, RT 820 85 85 80 80 267 302+00 844.00 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 305+00 305+00-2.5455% 00' VC 307+50 830.00 3,666 307+77 W25B temporary impact 29 SQFT W25B permanent impact 9 SQFT -0.5833% 30+00 30 30+00 WETLAD EXTEDS K = 94 30+50 828.25 WETLAD EXTEDS W25A 587.88 SQ. METERS 0.453 ACRES +0.4857% 34+50 UMBER 35 D.7 805 35+00
320 35 325 330 ftp://98.45.88.2/std_plan/wf0290tk.dgn [US_Sur2D] 29-Jul-203 2:42 PM Designed by:. BELL Reference umber: GR LT GR RT 805 35+00 WETLAD EXTEDS Applicant ame: Federal Highway Administration Sheet 20 of 73 W26A 24.2 SQ. METERS 0.2778 ACRES WETLAD EXTEDS W26B 3070.90 SQ. METERS 0.7588 ACRES WETLAD EXTEDS TL DH- 320+00 W27. 27.66 SQ. METERS 0.0068 ACRES 845 845 840 840 835 835 K = 88 830 830 SSD = 2566' 825 00' VC 825 820 820 85 85 37+24 +0.4857% W26B temporary impact 38 SQFT W26B permanent impact 75 SQFT Jurisdictional ditch #3 39+25 W26A temporary impact 29 SQFT W26A permanent impact 94 SQFT 832.50 SSD = 45' K = 0 See sheets G.-G.2 80 80 37-0.5000% Parking Area 8 See sheet E.6 32+50 00' VC 322+25 83.00 Parking Area 9 See sheet E.6 WETLAD EXTEDS W27B temporary impact W27B permanent impact WETLAD EXTEDS -5% 323+98 +0.6364% 282 SQFT 97 SQFT 33 A A 324+02-25% 44 W27B 295.7 SQ. METERS 0.5424 ACRES 325+00 325+00 W27A 84.66 SQ. METERS 0.0456 ACRES Middle Fork Snoqualm ie River Existing 326+00 Bridge Rehabilitate bridge deck T ST T ST See sheets G.-G.2 326+07.33 W28B permanent impact Middle Fork Snoqualmie River Existing 326+00 Bridge Rehabilitate bridge deck 59 SQFT AQUATIC AREA EXTEDS W28B temporary impact 37 SQFT W28B 37.04 SQ. METERS 0.0092 ACRES 6 35 3,203 62 832.75 K = 233 00' VC 326+07 832.97 +0.2075% +0.225% ST 328+97 833.52 328+97.33 T ST T K = 63 00' VC 330+00 833.75 UMBER D.8 GR LT GR RT 805 330+00
ftp://98.45.88.2/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 73 820 330+00 A/A 28./28.2 2972. SQ. METERS 0.7344 ACRES WETLAD EXTEDS 335 335+00 AR-28. AQUATIC AREA EXTEDS W29A 2926.04 SQ. METERS 0.7230 ACRES 860 860 855 855 850 850 00' VC 845 845 840 840 SSD = 3952' K = 63 00' VC 835 835 830 830 330+00 833.75 +.882% 825 825 75 3 335+50 843.75 K = 362 00' VC 339+00 340 B-32 340+00 5 2,057 +.547% 34+50 853.00 SSD = 900' K = 7 W29B temporary impact Existing 344+00 Bridge. Remove bridge. W29A temporary impact 4 SQFT W29A permanent impact 49 SQFT 49 SQFT W29B permanent impact 22 SQFT +0.9583% Existing 344+00 Bridge. Remove bridge. 344+02.67 344+2 344+2.82 20 ft span x 6 ft rise box culvert Q50=235 cfs HW 50=3.5 ft UMBER D.9 345 820 345+00
345 ftp://98.45.88.2/std_plan/wf0290tm.dgn [US_Sur2D] 29-Jul-203 2:43 PM Designed by:. BELL W29B 883.43 SQ. METERS 0.283 ACRES Reference umber: WETLAD EXTEDS Applicant ame: Federal Highway Administration Sheet 22 of 73 835 345+00 WETLAD EXTEDS W30B 80.75 SQ. METERS 0.98 ACRES TL DH-2 350 875 875 870 870 865 865 K = 43 860 860 +0.9583% 347+50 858.75 855 K = 62 855 SSD = 2042' 00' VC K = 85 00' VC 850 850 845 845 840 840 29 350+00 +0.467% 35+29 W30B temporary impact 247 SQFT W30B permanent impact 52 SQFT 620 353+50 86.25 SSD = 800' -0.2000% 355 355+00 AR-3.2 355+55 AR-3.2 WETLAD EXTEDS AR-3.3 00' VC 356+00 860.75 356+68 AR-3. AR-3. W3 644.24 SQ. METERS 0.4063 ACRES WETLAD EXTEDS +0.5000% UMBER 360 D.20 835 360+00
ftp://98.45.88.2/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 73 360+00 WETLAD EXTEDS 365 365+00 AR-32.4 W32A 3352.47 SQ. METERS 0.8284 ACRES B-33 AR-32.3 885 Curb and gutter, LT Special rock embankment, type 2, RT 885 880 880 See sheet K.4 875 875 870 870 K = 24 865 K = 7 865 +0.5000% 364+70 860 860 K = 209 855 855 360+55 362+00 863.75 SSD = 226' 364+ -0.4583% AR 32.3 permanent impact 36 SQFT AR 32.3 temporary impact 5 SQFT 365+00 See sheet K. Special rock embankment, type 2, RT AR 32.B permanent impact 25 SQFT AR 32.B temporary impact 9 SQFT 367+00 367+20 367+46 367+50 850 850 AR-32.2 WETLAD EXTEDS Deep patch, RT 368+38 24" Pipe Culvert AR-32.B B-34 369+50 369+69 370 370+00 370+00 42 47 27 2,086 400' VC 368+00 86.00 AR 32.2 temporary impact 6 SQFT AR 32.2 permanent impact 0 SQFT +2.7647% 37+50 372+25 872.75 SSD = 82' 00' VC +.3488% 375 UMBER D.2 845 375+00
380 ftp://98.45.88.2/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-3 +.3488% 383+00 887.25 385 AR 33.2A permanent impact 9 SQFT AR 33.2A temporary impact 5 SQFT 900 Deep patch, RT 900 895 895 890 890 885 885 K = 45 880 00' VC Special rock embankment, type 2, RT 880 875 875 870 870 865 865 860 375+00 375+47 380+00 SSD = 60' 382+50 385+00 WETLAD EXTEDS Special rock embankment, type 2, RT +0.657% AR-33.2A W33B 836.70 SQ. METERS 0.4539 ACRES See sheet K.4 388+00 388+50 9 2 42 7 82,950 388+27 388+90 389+40 B-35 AR-33. UMBER 390+00 389+82 D.22 390 860 390+00
ftp://98.45.88.2/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 73 860 390+00 B-36 AQUATIC AREA EXTEDS 395 B-37 395+00 B-38 A/A 34A 25.54 SQ. METERS 0.278 ACRES AQUATIC AREA EXTEDS B-39 900 Deep patch, RT Special rock embankment, type 2, RT 920 895 895 95 Special rock embankment, type, RT 890 K = 26 890 90 400' VC 885 SSD = 273' 885 905 880 900 550' VC 875 895 895 See sheet K.4 870 890 890 390+60 865 Special rock embankment, type 2, RT 885 885 390+85 +0.657% 24" Pipe Culvert See sheet K.4 39+75 893.00 K = 34 250' VC AR 33.A permanent impact 36 SQFT AR 33.A temporary impact 7 SQFT 392+30-6.6429% 394+00 394+0 395+25 395+27 869.75 24" Pipe Culvert 395+80 397+25 880 397+75 AQUATIC AREA EXTEDS A/A 34A temporary impact 540 SQFT A/A 34A permanent impact,004 SQFT +8.7083% 82 3,257 6,407 +8.7083% AR-34B 400 399+80 B-4 B-40 400+00 400+3 400+00 AR-34A 400+50 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 40+25 922.00 7823.42 SQ. METERS Special rock embankment, type 2, RT SSD = 293' K = 40 Deep patch, RT B-46 B-45-5.% 404+60 405 UMBER D.23 880 405+00
ftp://98.45.88.2/std_plan/wf0290tq.dgn [US_Sur2D] 29-Jul-203 2:47 PM Designed by:. BELL 405 Reference umber: PW34B 524.59 SQ. METERS 0.296 ACRES WETLAD EXTEDS TL DH-5 A/A 34A 40 925 Special rock embankment, type 2, LT & RT Special rock embankment, type 2, RT 925 920 920 95 95 K = 29 K = 27 350' VC SSD = 437' 250' VC SSD = 25' K = 63 K = 29 SSD = 276' 90 90 250' VC K = 33 905 Rolled erosion control product, type 3.B, LT & RT 905 900 900 895 895 890 890 885 405+00 406+34 PW34B temporary impact 96 SQFT Applicant ame: Federal Highway Administration Sheet 26 of 73 405+75 899.00 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 +7.0833% A/A 34A permanent impact 472 SQFT 408+75 920.25 -.5000% 40+00 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 96.50 W35B permanent impact 765 SQFT -4.7000% WETLAD EXTEDS W35A 46.6 SQ. METERS 0.036 ACRES WETLAD EXTEDS 43+50 AR-35 B-47 43+68 W35B 595.89 SQ. METERS 44+00 0.473 ACRES AR-35B 45+00 45 45+00 46+00 WETLAD EXTEDS W36B 246.4286 SQ. METERS 0.0609 ACRES WETLAD EXTEDS 48+29 W36A 338.00 SQ. METERS 0.0835 ACRES 2 75 52 40 6 7 5,755 43+75 904.75 36" Pipe Culvert Extend ex. inlet +4.7000% W36B permanent impact 49 SQFT W36B temporary impact 42 SQFT W36A permanent impact 622 SQFT W36A temporary impact 9 SQFT 46+25 96.50 46+75 47+25 See sheet K.7 WETLAD EXTEDS Rolled erosion control product, type 3.B, LT See sheet K.7 -.42% 49+25 420 49+75 UMBER D.24 885 420+00
ftp://98.45.88.2/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 374.08 SQ. METERS 0.0924 ACRES WETLAD EXTEDS W37B 2492.68 SQ. METERS 0.660 ACRES Applicant ame: Federal Highway Administration Sheet 27 of 73 420+00 WETLAD EXTEDS 425 425+00 W38A 62.4999 SQ. METERS 0.4007 ACRES WETLAD EXTEDS 940 940 935 935 K = 58 930 930 925 925 K = 65 920 920 00' VC 95 SSD = 928' 95 K = 65 K = 8 00' VC 90 90 -.42% 905 905 67 42+00 909.75 420+9 24" Pipe Culvert 42+53 24" Pipe Culvert W37B temporary impact 89 SQFT W37B permanent impact 73 SQFT +.6667% 424+75 96.00 +3.2000% 426+00 920.00 426+38 W38B 08.6 SQ. METERS 0.2673 ACRES TL DH-6 W38A temporary impact 27 SQFT 3,845 (Includes 23 for approach road 432+89 LT) WETLAD EXTEDS W38B temporary impact 296 SQFT W38A permanent impact 337 SQFT 430 430+00 +.974% 430+50 A Mainline 432+89.38 = Approach 20+00 Bessemer Rd See sheet E.3 433+73 4 (Includes 79 for approach road 432+89 LT) TL CUT S-5 434+75 937.25 UMBER 435 SSD = 40' D.25 900 435+00
ftp://98.45.88.2/std_plan/wf0290ts.dgn [US_Sur2D] 29-Jul-203 2:49 PM Designed by:. BELL TL CUT S-5 90 435+00 435 Reference umber: B-73 Applicant ame: Federal Highway Administration Sheet 28 of 73 435+70 437+50 WETLAD EXTEDS B-74 440 TL CUT S-7 440+00 W39.3B 346.67 SQ. METERS 0.7776 ACRES B-48 950 Deep patch, RT Deep patch, LT Subgrade stabilization, type 2 950 See sheet K.4 437+50 945 Deep patch, LT 945 See sheet K.4 438+90 44+50 See sheet K.4 940 940 K = 56 K = 64 935 935 -.5067% 930 K = 32 930 50' VC 438+50 93.60 438+90 +2.0750% Parking Area 0 See sheet E.6 44+50 925 Subgrade stabilization, type K = 59 925 00' VC See sheet C.7 920 920 442+47 95 95,408 440+50 935.75 SSD = 305' -2.6250% 442+50 930.50 2,43 443+40 +0.5000% WETLAD EXTEDS 445 445+00 93.75 SSD = 685' 445+00 TL DH-7 See sheet C.7 -.2000% 449+00 449+00 2 92 450 UMBER D.26 90 450+00
ftp://98.45.88.2/std_plan/wf0290tt.dgn [US_Sur2D] 29-Jul-203 :46 AM Designed by:. BELL 450 Reference umber: Applicant ame: Federal Highway Administration 890 450+00 Sheet 29 of 73 455 AR-39.2 455+00 WETLAD EXTEDS B-49 A/A 39.2B 568.6 SQ. METERS 0.3876 ACRES B-50 PW39.2B 930 Subgrade stabilization, type 2 930 925 925 -.2000% 453+75 92.25 920 920 SSD = 3838' 95 K = 35 95 00' VC See sheet C.7 90 90 905 SSD = 8873' 905 900 900 455+00 895 895,88 Jurisdictional ditch #5 -.4848% 2,998 WETLAD EXTEDS 459+00 460 460+00 Remove gate 462+00 909.00 K = 88 00' VC -.607% 465 465+00 24" Pipe Culvert UMBER D.27 890 465+00
480 475 470 465 ftp://98.45.88.2/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 875 465+00 470+00 A/A 39.A 07.76 SQ. METERS 0.2737 ACRES B-5 B-52 TL DH-8 95 95 90 90 K = 37 905 50' VC 905 -.607% 900 900 466+20 902.25-0.543% SSD = 065' 895 895 K = 94 890 890 47+85 Bridge. 885 See sheets G.3-G.4. 885 47+49.72 472+40.06 880 880 B-54 B-53 A/A 39.B 739.76 SQ. METERS 0.828 ACRES T ST ST T T ST ST T K = 59 60' VC 47+0 899.73 Remove existing bridge and construct new bridge. 47+85 Bridge. Remove existing bridge. See Subsections 203.04A and 203.04B for removal requirements. Construct new bridge. See sheets G.3-G.4. +0.5000% 4,24 2,428 239 A/A 39.B temporary impact 4,53 SQFT 475+00 476+20 902.28 00' VC W39A 53.2 SQ. METERS 0.0378 ACRES Middle Fork Snoqualm ie River -0.5630% WETLAD EXTEDS UMBER D.28 GR LT GR RT 875 480+00
ftp://98.45.88.2/std_plan/wf0290tv.dgn [US_Sur2D] 29-Jul-203 2:5 PM Designed by:. BELL 480 Reference umber: W40B 228.3 SQ. METERS 0.3035 ACRES WETLAD EXTEDS 485 TL CUT S-8 TL DH-9 920 920 95 95 90 90 905 K = 94 50' VC SSD = 476' 905 K = 02 K = 00 00' VC 400' VC 900 900 895 895 890 890 880 480+0 480+00 Applicant ame: Federal Highway Administration Sheet 3 of 73 480+25 900.00 Parking Area See sheet E.6 +.5556% W40B temporary impact 738 SQFT W40B permanent impact 35 SQFT 885 885 485+00 Mdidel Fokr Snoquaml ei Rvier 487+00 90.50 WETLAD EXTEDS W4A 72.23 SQ. METERS 0.0426 ACRES 489+3 32" Pipe Culvert Q50=6 cfs HW 50=4.63 ft 490 490+00 WETLAD EXTEDS W4B 72.03 SQ. METERS 0.078 ACRES WETLAD EXTEDS W42A 45.9 SQ. METERS 0.7 ACRES AR-42 W42B 25.36 SQ. METERS 0.062 ACRES 4 5 59 25 2,376 W4B temporary impact 52 SQFT W4B permanent impact 90 SQFT W4A permanent impact 44 SQFT W4A temporary impact 59 SQFT -2.357% W42A temporary impact 6 SQFT K = 8 490+50 902.25 W42B temporary impact 2 SQFT -0.5000% 493+77 84" Pipe Culvert Q50=292 cfs HW 50=7.5 ft WETLAD EXTEDS 495 UMBER D.29 W42A permanent impact 235 SQFT 495+00 900.00 880 495+00
500 495 50+20 502+35 505 ftp://98.45.88.2/std_plan/wf0290tw.dgn [US_Sur2D] 29-Jul-203 2:52 PM Designed by:. BELL 880 495+00 Reference umber: Applicant ame: Federal Highway Administration Sheet 32 of 73 DCP-25 500+00 W/L W/L 47 920 920 95 95 90 90 905 905 900 900 495+00 K = 00 00' VC 900.00 W/L 47 permanent impact 54 SQFT W/L 47 temporary impact 24 SQFT +0.5000% 895 895 890 890 885 885 50+2 66" Pipe Culvert Q50=6 cfs HW 50=6.28 ft W/L temporary impact 38 SQFT 2 42 2,289 Special rock embankment, type 2, RT 503+00 K = 06 00' VC 504+00 904.50 505+00 A/R +.4474% UMBER 50 D.30 880 50+00
520 55 ftp://98.45.88.2/std_plan/wf0290tx.dgn [US_Sur2D] 29-Jul-203 2:53 PM Designed by:. BELL 895 50 Reference umber: 50+00 Applicant ame: Federal Highway Administration Sheet 33 of 73 W/L 2 55+00 W/L 3 935 935 930 930 925 925 K = 49 SSD = 627' 50' VC 920 K = 2 K = 77 920 95 SSD = 88' 95 +.4474% W/L 2 permanent impact 26 SQFT W/L 2 temporary impact 5 SQFT 53+50 98.25 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 90 300' VC 90 905 905 54+84 A/A 46 temporary impact 202 SQFT -0.654% 56+50 50' VC 56+75 96.25 900 900 2,984 +0.7273% 58+68 A/A 46 W/L 4 permanent impact 5 SQFT Parking Area 2 W/L 4 temporary impact 50 SQFT See sheet E.6 59+50 W/L 4 98.25 K = 77 00' VC TL DH-20 520+00 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 -0.574% 52+25 97.25 522+02 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 +2.465% 524+50 925.25 50' VC 524+68 20" Pipe Arch Q50=279 cfs HW 50=4.88 ft UMBER D.3 525 A/R 2 895 525+00
ftp://98.45.88.2/std_plan/wf0290ty.dgn [US_Sur2D] 29-Jul-203 2:54 PM Designed by:. BELL A/R 2 525 Reference umber: Applicant ame: Federal Highway Administration Sheet 34 of 73 905 525+00 W/L 6 temporary impact 4 SQFT W/L 6 W/L 45 530 530+00 WC-6 B-55 W/L 7 W/L 44 945 Special rock embankment, type, LT 945 940 Special rock embankment, type, RT 940 935 935 930 930 925 925 920 920 95 95 527+86 W/L 45 permanent impact 354 SQFT W/L 45 temporary impact 389 SQFT 529+60 90 90 2 530+00 530+02 532+48 48" Pipe Culvert Q50=9 cfs HW 50=2.07 ft 8,99 +0.5079% 533+04 36" 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 534+77 535 535+00 WC-5 W/L 7 B-56 WC-4 W/L 43 536+80 48" Pipe Culvert Q50=9 cfs HW 50=.85 ft W/L 43 permanent impact 274 SQFT W/L 43 temporary impact 35 SQFT 539+00 539+00 540 UMBER D.32 905 540+00
542+56 544+97 36" Pipe Culvert 548+80 549+99 550+68 36" Pipe Culvert 552+83 24" Pipe Culvert ftp://98.45.88.2/std_plan/wf0290tz.dgn [US_Sur2D] 29-Jul-203 2:55 PM Designed by:. BELL 920 540 Reference umber: 540+00 540+00 Parking Area 3 See sheet E.6 Applicant ame: Federal Highway Administration Sheet 35 of 73 545 W/L 8 545+00 SI&VWP Middle Fork Snoqualmie River B-59 960 Subgrade stabilization, type Deep patch, RT 980 955 955 975 950 Rolled erosion control product, type 3.B, LT 950 970 945 945 965 K = 68 SSD = 349' SSD = 9' 940 50' VC K = 38 960 960 K = 7 50' VC K = 444 935 00' VC 955 955 930 950 950 540+25 933.25 54+75 +0.7333% 542+75 See sheet K.7 544+00 936.00 W/L 8 permanent impact 4,52 SQFT W/L 8 temporary impact 3,493 SQFT See sheet C.7 +2.9333% 925 945 945 547+75 947.00 550 SI&VWP B-57 550+00 55+00 55+00 SI&VWP B-58 940 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 6 68 4 23 457 -.0000% K = 32 350' VC 552+00 942.75 475 +0.0000% 554+75 970.25 UMBER 555 D.33 940 555+00
ftp://98.45.88.2/std_plan/wf0290ua.dgn [US_Sur2D] 29-Jul-203 2:56 PM. BELL Checked by: 2/202 Designed by: 940 555+00 555 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 4 560+00 560 TL DH-2 Middle Fork Snoqualmie River SSD = 9' 960 960 A/R 0A 980 Deep patch, RT Subgrade stabilization, type Deep patch, RT Subgrade stabilization, type 980 975 975 970 Rolled erosion control product, type 3.B, LT 970 SSD = 228' See sheet K.7 K = 24 K = 66 K = 6 500' VC 965 50' VC 965 -.8889% K = 48 955 955 50' VC 950 950 555+83 A/R 6 temporary impact 20 SQFT A/R 6 permanent impact 69 SQFT See sheet K.4 K = 35 557+00 966.00 557+2 36" Pipe Culvert 558+00 558+00 +3.7500% W/L 9 temporary impact 69 SQFT 559+00 973.50 W/L 9 permanent impact 78 SQFT See sheet C.7-4.6667% 56+00 56+00 A/R 0A permanent impact 353 SQFT Jurisdictional ditch #4 56+92 See sheet K.4 A/R 0 temporary impact 0 SQFT A/R 0 permanent impact 763 SQFT 945 945 562+75 B-66 238 3,676 A/A 40 A/R 3 permanent impact 279 SQFT 564+00 564+00 564+4 A/R 4 permanent impact 22 SQFT 565 565+00 A/R 0 565+00 565+00 565+25 A/R 3 A/R 3 See sheet C.7 A/A temporary impact 806 SQFT A/A permanent impact 306 SQFT,282 444,289 563+50 952.50 +2.857% 567+00 962.50 SSD = 48' 567+06 6 ft span x 5 ft rise Precast reinforced concrete box culvert, grated top A/R 4 Q50=80 cfs HW 50=6.2 ft -0.2857% 568+3 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-67 568+75 962.00 569+6 570 Ex. 36" Pipe Culvert Do ot Disturb +2.88% UMBER D.34 940 570+00
575 570 580 ftp://98.45.88.2/std_plan/wf0290ub.dgn [US_Sur2D] 29-Jul-203 2:57 PM Designed by:. BELL 945 570+00 W/L 39 Reference umber: W/L 2 575+00 W/L 3 W/L 38 985 Special rock embankment, type, LT & RT 985 980 980 K = 48 975 00' VC 975 970 970 965 965 960 K = 6 960 955 955 950 950 570+63 48" Pipe Culvert Q50=36 cfs HW 50=2.62 ft A/A temporary impact 806 SQFT Applicant ame: Federal Highway Administration Sheet 37 of 73 +2.88% A/A permanent impact 306 SQFT W/L 39 permanent impact 44 SQFT 57+50 968.00 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 575+9 48" Pipe Culvert Q50=36 cfs HW 50=2.97 ft K = 88 576+00 963.00 W/L 38 temporary impact 3,664 SQFT 576+95 W/L 38 permanent impact 2,58 SQFT 5,79 578+80 578+65 +.63% 580+00 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-22 583+00 DCP-20 DCP-2 583+75 972.00 +.8368% UMBER 585+00 D.35 585 945 585+00