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Home My WebLink AboutSDP2017-00011 UHHR 70 percent plansetFEDERAL HIGHWAY ADMINISTRATION U. S. DEPARTMENT OF TRANSPORTATION e (max) V ADT (YR+20) ADT (2005) Project Location Projects, FP-14 US Customary Units of Roads and Bridges on Federal Highway Standard Specifications for Construction APPROVED: DATE FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TYPE OF CONSTRUCTION: DESIGN DESIGNATION: SPECIFICATION: Western Federal Lands Highway Division Director, Project Delivery, PROJECT MANAGER VANCOUVER, WASHINGTON WESTERN FEDERAL LANDS HIGHWAY DIVISION PLANS PREPARED BY PLANS FOR PROPOSED PROJECT WA JEFF 91420(1) COMMITMENT TO EXCELLENCE FEDERAL LANDS HIGHWAY R E N O R A I N N S T F R I D D E P A T NT OF T A SP T T O U TE ATES O AMERICA M UPPER HOH RIVER ROAD PHASE 2 BRITISH COLUMBIA I D A H O OREGON UNITED STATES CANADA P A C I F I C O C A E N tS r a it o f Juan de Fuca OCLUMBIA RIVER ASNKE RVERI MCOLU B I A V R I E R Lakes Banks Lakes Moses Reservoir Potholes OLYMPIC NATIONAL PARK MOUNT RAINIER N.P. MOUNT ST. HELENS NAT'L VOLC. MON. NORTH CASCADES NATIONAL PARK BELLINGHAM Forks Aberdeen Chehalis Longview OLYMPIA TACOMA SEATTLE EVERETT Wenatchee Lake Moses SPOKANE Pullman Pasco RICHLAND Kennewick Walla Walla ANGELES PORT Townsend Port Vernon Mt. VANCOUVER WASHINGTON KEY MAP 395 395 195101 12 2 2 2 12 12 101 101 97 97 20 90 82 5 5 205 405 90 YAKIMA u n d o S t e g u P SCALE IN MILES 0 1 2 31 WASHINGTON JEFFERSON COUNTY OLYMPIC NATIONAL PARK O L Y M P I C N A T I O N A L P A R K Forks Island Abbey T 26 N T 25 N Hoh River CLALLAM COUNTY JEFFERSON COUNTY 101 101 101 MP 4 MP 7.6 MP 10.2 K. Loftsgaarden River Road Upper Hoh PROJECT LOCATIONS and Bank stabilization Bridge construction, AOP pipe 0.060 35 MPH 750 600 LENGTH 1.047 MILES C . C o n r a d - - / - - - - 0 4 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : N A.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 6 \ w a - a 2 0 1 3 0 2 0 - a a . d g n WA JEFF 91420(1) 6 : 5 1 A M 1 8 A p r il 2 0 1 7 for Vicinity Map See Sheet A.4 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 INDEX TO SHEETS A.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 6 \ w a - a 2 0 1 3 0 2 0 - a b . d g n WA JEFF 91420(1) 6 : 4 7 A M 1 8 A p r il 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 WESTERN FEDERAL LANDS HIGHWAY DIVISION DETAIL APPROVED FOR USE 11/2001 REVISED: 9/2005 1/2007 10/2009 10/2014 W101-1 AND ABBREVIATIONS PLAN SYMBOLS W west drwg(s). dist. diaph. diag. dia. DHV D exp. jt. exc. EW ER EQ or eq. EP emb. elev. El. 94.16 ft e E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv. ga. galvanized gage (gauge) HW hex. hdwl. high water hexagon headwall ftg. ft3 ft2 flg. fin. footing cubic foot (feet) square foot flange finish jt. ID joint inside diameter LW lt. or LT Ls LPSM long. LNFT lat. lam. L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve NC N normal crown north OG OD o. to o. o. c. original ground outside diameter out to out on center pvmt. PT PST PSC PS POT POS POC pl. PI PCS PCC PC pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte. rt. or RT reqd. reinf. rdwy. R/W R. R route right required reinforcement roadway right-of-way range radius typ. Ts TS thd. TBM T. T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance VPI vph V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym. STS struc. stiff. stgr. std. STA, Sta. ST SS SRS SQYD SQFT spa. SLRY shldr. sec. SC SADT S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south CUYD culv. CUFT cubic yard(s) culvert cubic foot (feet) mon. min. MGAL max. matl. monument minimum thousand gallon maximum material 3 : 2 1 P M 5 A p r i l 2 0 1 7 ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 6 \ w a - a 2 0 1 3 0 2 0 _ a b _ D e t . W 1 0 1 - 1 . d g n FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION DETAIL U.S. CUSTOMARY DETAIL STATE PROJECT NUMBER SHEET A.3 JEFF 91420(1) WA BH CP GPS JH TP DI 36 31 6 1 36 31 6 1 15 22 15 22 SEC. 16 1 SEC. 16 1 400 EL. 1234.56 N E RIP G GW W DI T T NOTE: NO SCALE on the appropriate plan sheet. Other symbols used in the plans will be shown in a legend 1. Property Line w/Found Property Corner Section Corner (Found, Projected)16 1 Section Line16 1 Section Corner (Found, Projected)4 1 Section Line4 1 Parcel Number National Park Boundary National Forest Boundary National Wildlife Refuge Boundary Trail Lake, Pond or Reservoir; Marshland Spring or Seep Material Source; Bore Hole; Test Pit Section Line Indian Reservation Boundary Existing Roadway (Road, Paved, Gravel) Section Corner (Found, Projected) Large Creek or River Spot Elevation; Coordinate Grid Tick Above Ground Tank; Underground Tank Treeline; Individual Trees Boulder; Well; Satellite Dish; Grave Cooking Grate; Garbage Can; Picnic Table Flagpole; Fire Hydrant Gas & Water Meter; Gas & Water Valve Silt Fence National Boundary State Boundary County Boundary City Boundary Township or Range Line BLM Lands Boundary Railroad Intermittent Drainage or Small Creek Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c ∆ spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr. AH ADT abut. bearing bridge balance point bench mark back brg. br. BP BM BK ctrs. CS cont. constr. jt. conn. conc. col. CMP clr. cc or c. to c. centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line M.P. M.L. STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, - no symbol - EXISTING PROPOSED Transition Toe of Fill Top of Cut wall face CL North Arrow Fence Gate with Fence Cattleguard Guardrail Retaining Wall Pipe Culvert (arrow shows flow) Pipe Culvert with End Section Pipe Culvert with Headwall Underdrain Concrete Barrier Slope Stake Limits Pipe Culvert with Drop Inlet Box Culvert Delineators Underground Utilities Overhead/Above Ground Utilities Signs (single, double post; portable) Miscellaneous Utility Features Building Right-of-Way Line with Monument Permanent Easement Construction Easement Riprap N Fiber Roll or Wattle 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 keerC dleifniW keerC k lE k eerC raelC k e e rC ybhguolli W C a ny o n C r ee k D AOR REVIR HOH REPPU A l d e r C r e e k T o w e r Creek L i n d n e r C r e e k O w l C r e e k 101 OLYMPIC NATIONAL PARK NF OLYMPIC NF OLYMPIC NATIONAL FOREST OLYMPIC Campground Willoughby Creek Campground Minnie Peterson REVIR HOH 9992 FN 14.9 MI. Forks WA. Scale in Miles 0 .5 1 N 97+57.95 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT 15+39.03 UPPER HOH RIVER ROAD WA JEFF 91420(1) SUSPEND PROJECT 53+48.89 UPPER HOH RIVER ROAD WA JEFF 91420(1) SUSPEND PROJECT 30+93.41 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT 9+62.52 UPPER HOH RIVER ROAD WA JEFF 91420(1) BEGIN PROJECT 85+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) SUSPEND PROJECT 117+02.39 UPPER HOH RIVER ROAD WA JEFF 91420(1) END PROJECT VICINITY MAP A.4 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 6 \ W A - a 2 0 1 3 0 2 0 _ a c . d g n WA JEFF 91420(1) 8 : 5 0 A M 1 3 A p r il 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : T. 27 N.T. 27 N. T. 26 N.T. 26 N. R . 1 1 W . R . 1 2 W . R . 1 2 W . R . 1 1 W . 103+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT 98+46.74 UPPER HOH RIVER ROAD WA JEFF 91420(1) SUSPEND PROJECT 71+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT Channel Preservation Lindner Creek Bank Stabilization Spruce Creek kee r C e c u rpS deR k eerC keerC llenS 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 Sheet and Description Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Typical Section Plan & Profile Approach Roads Sediment/ Erosion Control Bridge Drainage Roadsde Features Rockery and Special Rock Embankment Temporary Traffic Control Permanent Traffic Control ALLOWANCE Bid Schedule A0020 15101-0000 MOBILIZATION LPSM ALL A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL A0060 15215-4000 SURVEY AND STAKING, PERMANENT MONUMENT AND MARKER(PROPERTY CORNER)EACH 1 1 A0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL A0100 15401-0000 CONTRACTOR TESTING LPSM ALL A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL A0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LPSM ALL A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 3,795 305 4,100 A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)EACH 29 3 32 A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)EACH 49 5 54 A0220 20101-0000 CLEARING AND GRUBBING ACRE 5.0 5.0 A0240 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 1 1 A0260 20301-0300 REMOVAL OF BOX CULVERT EACH 1 1 A0280 20301-1100 REMOVAL OF GATE EACH 1 1 A0300 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH DIA. CMP)EACH 1 1 A0320 20301-1900 REMOVAL OF PIPE CULVERT (18 - INCH DIA. CMP)EACH 1 1 A0340 20301-2400 REMOVAL OF SIGN EACH 8 8 A0360 20302-1200 REMOVAL OF GUARDRAIL LNFT 229 229 A0380 20304-2000 REMOVAL OF BRIDGE LPSM ALL ALL A0400 20401-0000 ROADWAY EXCAVATION CUYD 12,970 522 148 1,360 15,000 A0420 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C SQYD 100 10 110 A0440 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 144 16 160 A0460 20801-0000 STRUCTURE EXCAVATION CUYD 85 85 A0480 20803-0000 STRUCTURAL BACKFILL CUYD 585 585 A0500 20810-0000 SHORING AND BRACING LPSM ALL A0520 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 2,770 270 3,040 A0540 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 100 10 110 A0560 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 161 9 170 A0580 25210-0000 ROCKERY SQFT 96 9 105 A0600 30110-0000 AGGREGATE SURFACE COURSE TON 185 15 200 A0620 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 5,460 314 576 6,350 SUMMARY OF QUANTITIES - Schedule A A M E N D Line Item No. Pay Item Number Pay Item Description Unit Estimated Quantities Remarks and/or Determination of Estimated Quantity 18 - A p r - 2 0 1 7 5 : 0 4 P M c: \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 4 \ [ w a - a 2 0 1 3 0 2 0 - E s t i m a t e - 1 4 . x l s x ] S h e e t STATE PROJECT B.1 JEFF 91420(1) WA SHEET NUMBER 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 Sheet and Description Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Typical Section Plan & Profile Approach Roads Sediment/ Erosion Control Bridge Drainage Roadsde Features Rockery and Special Rock Embankment Temporary Traffic Control Permanent Traffic Control ALLOWANCE Bid Schedule A0640 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,771 90 129 1,990 A0660 41201-0000 TACK COAT TON 9 1 10 A0680 55101-0200 CONCRETE FILLED STEEL PIPE PILE, IN PLACE(24-INCH DIAMETER X 0.75=INCH)LNFT 1,635 1,635 A0700 55104-1000 DYNAMIC PILE LOAD TEST EACH 4 4 A0720 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)CUYD 90 90 A0740 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)CUYD 80 80 A0760 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2 SQYD 110 110 A0780 55302-2700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDERS, 53-INCH LNFT 1,190 1,190 A0800 55401-1000 REINFORCING STEEL LB 12,600 12,600 A0820 55401-2000 REINFORCING STEEL, EPOXY COATED LB 7,000 7,000 A0840 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL LNFT 712 712 A0860 55901-0000 MEMBRANE WATERPROOFING SQYD 700 700 A0880 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 20 20 A0900 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (16-FT SPAN x 16-FT RISE)LNFT 40 40 A0920 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B WOOD POSTS LNFT 175 175 A0940 61702-0300 TERMINAL SECTION, TYPE G4-BAT EACH 2 2 A0960 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 10 10 A0980 61707-0000 STRUCTURE TRANSITION RAILING LNFT 104 104 A1000 62502-0000 TURF ESTABLISHMENT SQYD 8,929 871 9,800 A1020 62632-0000 PLANTINGS(POLE PLANTINGS)LPSM ALL A1040 62632-0000 PLANTINGS(LINDNER CREEK POLE PLANTINGS)LPSM ALL A1060 62632-0000 PLANTINGS(SPRUCE CREEK POLE PLANTINGS)LPSM ALL A1080 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 8,929 871 9,800 A1100 63302-0000 SIGN SYSTEM SQFT 49 49 A1120 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)LNFT 12,404 1,196 13,600 A1140 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 12 12 A1160 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 107 107 A1180 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 12 12 Estimated Quantities Remarks and/or Determination of Estimated Quantity 18 - A p r - 2 0 1 7 5 : 0 4 P M c: \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 4 \ [ w a - a 2 0 1 3 0 2 0 - E s t i m a t e - 1 4 . x l s x ] S h e e t ( 2 ) SUMMARY OF QUANTITIES - Schedule A A M E N D Line Item No. Pay Item Number Pay Item Description Unit STATE PROJECT B.2 JEFF 91420(1) WA SHEET NUMBER 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 Sheet and Description Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Typical Section Plan & Profile Approach Roads Sediment/ Erosion Control Bridge Drainage Roadsde Features Rockery and Special Rock Embankment Temporary Traffic Control Permanent Traffic Control ALLOWANCE Bid Schedule A1200 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 12 12 A1220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2 A1240 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 6 6 A1260 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 3 3 A1280 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 5,990 5,990 A1300 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 449 449 A1320 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS AND LETTERS (STOP LINE)SQFT 144 144 A1340 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 3,300 3,300 A1360 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 400 400 A1380 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 6,600 6,600 A1400 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 0 A1420 64703-8000 MITIGATION, BANK STABILIZATION(KEY DOLOSE)EACH 186 186 A1440 64703-8000 MITIGATION, BANK STABILIZATION(WOOD BUFFER w/ DOLOSSE)EACH 31 31 A1460 64703-8000 MITIGATION, BANK STABILIZATION(LINDNER CREEK WOOD BUFFER w/ DOLOSSE)EACH 24 24 A1480 64703-8000 MITIGATION, BANK STABILIZATION(SPRUCE CREEK KEY DOLOSE)EACH 6 6 A1500 64703-8000 MITIGATION, BANK STABILIZATION(SPRUCE CREEK WOOD BUFFER w/ DOLOSSE)EACH 1 1 A1520 64704-1000 MITIGATION, STREAMBED MATERIAL(CONSERVED)CUYD 3,900 400 4,300 A1540 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 0 A1560 64704-1700 MITIGATION, BANK STABILIZATION(COARSE WOODY DEBRIS)CUYD 9,300 9,300 Estimated Quantities Remarks and/or Determination of Estimated Quantity 18 - A p r - 2 0 1 7 5 : 0 4 P M c: \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 4 \ [ w a - a 2 0 1 3 0 2 0 - E s t i m a t e - 1 4 . x l s x ] S h e e t ( 3 ) SUMMARY OF QUANTITIES - Schedule A A M E N D Line Item No. Pay Item Number Pay Item Description Unit STATE PROJECT B.3 JEFF 91420(1) WA SHEET NUMBER 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 Sheet and Description Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Typical Section Plan & Profile Approach Roads Sediment/ Erosion Control Bridge Drainage Roadsde Features Rockery and Special Rock Embankment Temporary Traffic Control Permanent Traffic Control ALLOWANCE Bid Schedule A1580 64704-1700 MITIGATION, BANK STABILIZATION(LINDNER CREEK COARSE WOODY DEBRIS)CUYD 2,880 2,880 A1600 64704-1700 MITIGATION, BANK STABILIZATION(SPRUCE CREEK COARSE WOODY DEBRIS)CUYD 300 300 A1620 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION(FLOW DIVERSION)LPSM ALL A1640 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION(LINDNER CREEK FLOW DIVERSION)LPSM ALL A1660 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION(SPRUCE CREEK FLOW DIVERSION)LPSM ALL A1680 99920-0000 DESIGN CONTINGENCY LPSM ALL Estimated Quantities Remarks and/or Determination of Estimated Quantity 18 - A p r - 2 0 1 7 5 : 0 4 P M c: \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 4 \ [ w a - a 2 0 1 3 0 2 0 - E s t i m a t e - 1 4 . x l s x ] S h e e t ( 4 ) SUMMARY OF QUANTITIES - Schedule A A M E N D Line Item No. Pay Item Number Pay Item Description Unit STATE PROJECT B.4 JEFF 91420(1) WA SHEET NUMBER 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 TYPICAL SECTION [2] C l e a r i n g l i m i t S l o p e s t a k e C l e a r i n g l i m i t C l e a r i n g l i m i t FOOTNOTE: turf establishment limits stimil tnemhsilbatse frut C l e a r i n g l i m i t Shoulder 2'-0" 5'-0'5'-0" 0.25 D 0.25 D Existing ground Slope stake Existing ground Shoulder 2'-0" Existing ground 5'-0" Profile grade 1 2 " 10'-0' 5'-0"5'-0" [2] Variable [2] Variable proportionally. dimension and reduce the front slope rounding distance For cut heights less than "B" reduce "B" to the cut height[4] approach road quantities see Sheet E.1. Includes quantities for turnouts and guardrail widening. For[3] Construct slopes as shown in the Staking Report.[2] on the plan and profile curve data. Superelevate roadway on curves at the rate 'e' as indicated [1] [1]2% Crown ROUNDING DETAIL [4]FILL SLOPE ROUNDING DETAIL [4]CUT SLOPE [2] Variable CL D D Traveled lane 11'-0" Traveled lane 11'-0" 4-inch compacted depth, placed in two equal lifts Asphalt concrete pavement, type 1, 1:4 1 : 4 Tack coat C.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 0 \ w a - a 2 0 1 3 0 2 0 c a . d g n WA JEFF 91420(1) 1 1 : 4 9 A M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : 103+00 to 117+02.39 71+00 to 85+00 47+81.15 to 50+79.67 MAINLINE TYPICAL SECTION Roadway aggregate, method 1, 8-inch depth dna lortnoc noisore delloR Rolled erosion control and 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 QUANTITIES PLAN AND PROFILE TABULATION OF D.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f a . d g n WA JEFF 91420(1) 1 1 : 4 4 A M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 1 0 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 3 5 El= 259.98 E= 815,019.639 N= 318,061.255 15+39.03 UPPER HOH RIVER ROAD WA JEFF 91420(1) SUSPEND PROJECT UP T T T UP CP 14101 CP 14102 CP 14105 30+93.41 to 53+50.46 Bank Stabilization RT. RESUME PROJECT El= 269.92 E= 816,549.507 N= 318,249.233 30+93.41 UPPER HOH RIVER ROAD WA JEFF 91420(1) BEGIN PROJECT El= 266.89 E= 814,443.431 N= 318,075.887 9+62.52 UPPER HOH RIVER ROAD WA JEFF 91420(1) 98362 Port Angeles, WA P.O. Box 3068 Hoh River Trust 002 001 98504-7014 Olympia, WA P.O. Box 47014 Dept. of Natural Resources State of Washington 9+62.52 TO 39+00 PLAN AND PLAN CP 14106 N N D.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f b . d g n WA JEFF 91420 (1) 1 0 : 1 5 A M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 1 0 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : Section 24 T27N, R12W Section 25 T27N, R12W See Section H for details 9+62.52 to 15+39.03 Bank Stabilization RT. See Section H for details 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 4 0 4 5 5 0 9009 9005JHJH 37+00 TO 54+00 PLAN AND PLAN UP UP UP T T T 14107 CP TT T CP 14106 003 98331-9470 Forks, WA 4193 Upper Hoh Road Peterson, Gary L. & Charlotte 001 98504-7014 Olympia, WA P.O. Box 47014 Dept. of Natural Resources State of Washington 001 003 003 98331-9470 Forks, WA 4193 Upper Hoh Road Peterson, Gary L. & Charlotte 003 003 003 003 N N D.3 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f c . d g n WA JEFF 91420 (1) 1 0 : 1 6 A M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 1 0 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : S e c ti o n 3 0 T 2 7 N, R 1 1 W S e c ti o n 2 5 T 2 7 N, R 1 2 W sliated rof H noitceS eeS See Section H for details 30+93.41 to 53+50.46 Bank Stabilization RT. .TR noitazilibatS knaB 64.05+35 ot 14.39+03 See Section H for details Precast concrete culvert 49+49.1 MP 4.0 AOP BEGIN MP 4.0 AOP END MP 4.0 AOP SUSPEND PROJECT El= 263.11 E= 818,510.379 N= 317,242.985 53+48.89 WA JEFF 91420(1) El= 265.88 E= 818,093.592 N= 317,630.060 See sheet D.4 for plan and profile. 47+81.15 El= 263.76 E= 818,308.987 N= 317,423.417 50+97.67 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 TT UP UP CP 14107 T 4 8 + 0 0 2 6 6 . 1 4 +0.7571% 2 6 3 . 4 7 4 9 + 7 0 +0.2611% -1 .5691 %SSD = 514' K = 43 100' VC K = 109 200' VC Guardrail Rt 48+71.93 to 49+84.69 49+43.01 to 49+55.48 Guardrail Lt T T B B Backslope anchor terminal Tangent terminal LEGEND T B Special rock embankment Rt 47+81.15 to 48+50 concstructed Line to be Profile grade Existing ground 563 003 98331-9470 Forks, WA 4193 Upper Hoh Road Peterson, Gary L. & Charlotte 003 003 003 003 003 D T= 127.53' R= 4,522.00' P C C 4 7 + 0 8 . 3 0 P T 4 9 + 6 3 . 3 0 P C 5 1 + 9 9 . 8 1 5 0 N END MP 4.0 AOP EL= 263.76 E= 818,308.987 N= 317,423.417 50+79.67 UPPER HOH RIVER ROAD WA JEFF 91420(1) e= Normal Crown L= 255.00' 1 1 S e e S e c t i o n H P r e c a s t c o n c r e t e b o x A O P c u l v e r t I n s t a l l 1 6 ' x 1 6 ' R e m o v e e x i s t i n g c u l v e r t 4 9 + 4 9 . 1 0 CONNECTION DETAIL paved surface Existing for pavement structure See Section C Proposed See Connection Detail this sheet Saw cut existing pavement See Connection Detail this sheet Saw cut existing pavement BEGIN MP 4.0 AOP EL= 265.88 E= 818,093.592 N= 317,630.060 47+81.15 UPPER HOH RIVER ROAD WA JEFF 91420(1) existing pavement Saw cut CUYD EXC. CUYD EMB. 54+0051+0045+00 250 253 256 259 262 265 268 271 274 46+00 47+00 48+00 49+00 50+00 52+00 53+00 D.4 STATE PROJECT NUMBER SHEET ] S h e e t C e l l [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f d . d g n WA JEFF 91420(1) 7 : 5 6 A M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : CUYD EXC. CUYD EMB. 45+00 250 253 256 259 262 265 268 271 274 ] S h e e t C e l l [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f d . d g n 7 : 5 6 A M 1 8 A p r il 2 0 1 7 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 +1.1367% +1.1367% N P C C 7 1 + 7 7 .0 0 P T 7 4 + 0 2 . 2 3 P C 7 5 + 1 8. 7 3 P T 7 6 + 4 3 . 3 9 340 346 352 334 328 352 346 340 T T P C 7 5 + 1 8. 7 3 7 5 T keerC r e w o T Profile grade Existing ground RESUME PROJECT Existing ground Profile grade BH TCB-1601 BH TCB1602 EL= 319.92 E= 833,008.593 N= 314,584.308 71+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) CP 14203 CP 14202 7 5 + 0 0 3 5 4 . 6 2 +9.8130% +1.1367% 7 1 + 4 1 3 1 9 . 3 9+1.7526% +9.8130% K = 33 268' VC Rockery wall Lt. 73+77 to 74+70 Structure transition railing Rt 76+56.07 to 76+81.66 Structure transition railing Lt 78+12.25 to 78+37.83 T T T T 76+68.19 to 76+81.27 Structure transition railing Lt 78+12.25 to 78+25.34 Structure transition railing Rt Tangent terminal LEGEND T Remove gate 78+35 Lt R e m o v e e x i s t i n g 1 8 " C M P 7 6 + 4 7 L t Remove Bridge 77+10 t77+80 constructed Line to be obliteration Roadwayobliteration Roadway 2,057 52 726 SSD = 273' K = 35 300' VC 018 98512-5607 Olympia, WA 1835 Black Lake Blvd. S.W. Olympic National Forest United States Dept. of Agriculture 018 98362 Port Angeles, WA P.O. Box 3068 Hoh River Trust 019 020 98368-0920 Port Townsend, WA P.O. Box 1220 Jefferson County 020 Set property corner 76+73 Lt See Section G Tower Creek Bridge 76+87 to 78+07 Section 28 T27N, R11W Section 27 T27N, R11W R= 231.00' D T= 122.48' L= 225.23' e= 0.060 L= 124.65' D R= 231.00' T= 63.88' e= 0.060 R= 485.00' D T= 89.50' L= 177.00' e= 0.058 526 121 44 Remove existing guardrail 76+55 to 77+10 Remove existing guardrail 76+76 to 77+10 Remove existing guardrail 77+85 to 78+06 Remove existing guardrail 78+31 to 78+46 See Connection Detail sheet D.6 Saw cut existing pavement D.5 STATE PROJECT NUMBER SHEET ] S h e e t C e l l [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f e . d g n WA JEFF 91420(1) 1 0 : 5 3 A M 1 F e b r u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : CUYD EXC. CUYD EMB. 79+0076+0070+00 310 328 316 334 322 340 328 346 334 352 340 358 346 364 352 370 358 376 71+00 72+00 73+00 74+00 75+00 77+00 78+00 D.6 STATE PROJECT NUMBER SHEET ] S h e e t C e ll [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f f . d g n WA JEFF 91420(1) 1 0 : 5 3 A M 1 F e b r u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : CUYD EXC. CUYD EMB. 88+0085+0079+00 318 318 324 324 330 330 336 336 342 342 348 348 354 354 360 360 366 366 80+00 81+00 82+00 83+00 84+00 86+00 87+00 N P C 7 9 + 7 3 . 5 9 8 0 P T 8 1 + 5 9 . 1 4 8 5 Existing ground Profile grade - 5. 7 3 0 2 % 7 9 + 1 6 3 5 9 . 3 5 8 4 + 4 8 3 2 8 . 8 7 - 5. 7 3 0 2 % +2.3649% K = 46 370' VC CP 14204 SUSPEND PROJECT EL= 332.03 E= 833,967.476 N= 315,476.235 85+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) S ee s h ee t H .2 -8 f o r d e t a i l s 80 + 0 0 .5 9 to 83 + 52 .45 B a nk S t a b i l i za t i on RT . constructed Line to be Roadway obliteration 200' VC K = 29 SSD = 257' 021 020 98368-0920 Port Townsend, WA P.O. Box 1220 Jefferson County 020 021 98362 Port Angeles, WA P.O. Box 3068 Hoh River Trust S e c ti on 27 T 27 N , R 11 W S e c ti o n 28 T 27 N , R 11 W D R= 340.00' L= 185.55' e= 0.060 T= 95.15' 2,173 251 31 237 See Connection Detail this sheet Saw cut existing pavement CONNECTION DETAIL existing pavement Saw cut paved surface Existing for pavement structure See Section C Proposed 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 sliated rof 8-2.H teehs eeS .TR noitazilibatS knaB 47.64+89 ot 59.75+79 95+00 to 99+00 PLAN AND PLAN SUSPEND PROJECT El= 336.83 E= 835,248.168 N= 315,207.414 98+46.74 UPPER HOH RIVER ROAD WA JEFF 91420(1) El= 339.11 E= 835,166.511 N= 315,242.152 97+57.95 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT 021 98362 Port Angeles, WA P.O. Box 3068 Hoh River Trust 021 D.7 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f g . d g n WA JEFF 91420(1) 1 1 : 1 5 A M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 1 0 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : N Spruce 63" dia. Remove tree [1]98+35 RT Verify exact location in field.[1] FOOTNOTE 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 108 110 108 110 D.8 STATE PROJECT NUMBER SHEET ] S h e e t C e l l [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f h . d g n WA JEFF 91420(1) 6 : 2 7 A M 1 2 J a n u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : CUYD EXC. CUYD EMB. 111+00108+00102+00 432 408 438 414 444 420 450 426 456 432 462 438 468 444 474 450 480 456 103+00 104+00 105+00 106+00 107+00 109+00 110+00 450 444 438 432 N P C 1 0 3 + 3 8 . 0 6 P T 1 0 5 + 1 0 . 5 1 1 1 0 1 0 5 UP T k e e r C n o y n a C 432 438 444 450 456 Profile Grade Exising ground Exising ground Profile Grade CCC16-01 BH BH CCC16-02 CP 15103 15102 CP Structure transition railing Rt 108+12.17 to 108+37.75 T T Structure transition railing Lt 109+52.25 to 109+77.83 T 108+24.67 to 108+37.75 Structure transition railing Lt 109+52.25 to 109+65.33 Structure transition railing Rt T 8 . 5 ' C M P R e m o v e e x i s t i n g 1 0 8 + 8 8 . 7 0 Tangent terminal LEGEND T WA JEFF 91420(1) UPPER HOH RIVER ROAD 103+00 N= 313,355.855 E= 844,624.648 EL= 466.96 RESUME PROJECT 1,411 2,115 023 98362 Port Angeles, WA P.O. Box 3068 Hoh River Trust 023 023 023023 P C 1 1 0 + 7 2 . 9 4 See Section G Canyon Creek Bridge 108+35 to 109+55 D T= 86.23' e= Normal Crown L= 172.45' R= 5,000.00' 5,186 117 See Connection Detail sheet D.9 Saw cut existing pavement N UP T= 281.67' D R= 5,000.00' P O T 1 1 7 + 0 2 . 3 9 P T 1 1 6 + 3 5 . 6 9 1 1 5 P C 1 1 0 + 7 2 . 9 4 +5.7715% -2.2446% 1 1 2 + 3 0 4 4 0 . 8 7 4 3 0 . 2 7 SSD = 212' K = 19 155' VC 15104 CP 15201 GPS CP 15105 END PROJECT EL= 430.27 E= 845,968.915 N= 313,751.062 117+02.39 UPPER HOH RIVER ROAD WA JEFF 91420(1) 2,097 1 023 023 98362 Port Angeles, WA P.O. Box 3068 Hoh River Trust 023 e= Normal Crown L= 562.75' See Connection Detail this sheet Saw cut existing pavement CONNECTION DETAIL existing pavement Saw cut paved surface Existing for pavement structure See Section C Proposed D.9 STATE PROJECT NUMBER SHEET ] S h e e t C e ll [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 1 \ w a - a 2 0 1 3 0 2 0 _ f i . d g n WA JEFF 91420(1) 3 : 2 8 P M 1 0 J a n u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : CUYD EXC. CUYD EMB. 120+00117+00111+00 408 408 414 414 420 420 426 426 432 432 438 438 444 444 450 450 456 456 112+00 113+00 114+00 115+00 116+00 118+00 119+00 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 TYPICAL SECTION APPROACH ROAD C l e a r i n g l i m i t Seeding, mulching and turf establishment limits dna ,gnihclum ,gnideeS stimil tnemhsilbatse frut C l e a r i n g l i m i t Shoulder 2'-0" Shoulder 2'-0" Existing ground 5'-0" Profile grade 1 2 " [2] Variable [2] Variable [1]2% Crown CL Traveled lane Varies Traveled lane Varies APPROACH TYPICAL SECTION 1:4 1 : 4 FOOTNOTE: Construct slopes as shown in the Staking Report.[2] on the plan and profile curve data. Superelevate roadway on curves at the rate 'e' as indicated [1] E.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 2 \ w a - a 2 0 1 3 0 2 0 - j a . d g n WA JEFF 91420(1) 4 : 4 2 P M 1 3 A p r il 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : Roadway aggregate, method 1, 8-inch depth 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 P O T 7 0 2 + 3 2 .2 5 7 0 0 T= 22.33' L= 40.73' D R= 40.00' R= 40.00' T= 51.19' L= 72.60' D R= 40.00' T= 24.96' L= 44.64' D 7 0 1 + 0 0 4 2 8 . 2 64 3 3 . 1 8 -7.8553% 7 0 1 + 6 0 4 1 4 . 0 3 - 23 . 7 208 % -15 .2542 % K = 6 50' VC K = 4 59' VC Elev = 405.33 E = 845,344.130 N = 313,398.668 702+17.01Chain = HZ_11122 Line to be constructed Profile grade Existing ground END ROAD APPROACH DR HOH REPPU yaw levart fo egdE BEGIN ROAD APPROACH Elev = 433.18 E = 845,410.253 N = 313,532.952 700+37.40 Chain = HZ 11122 111+22.01 - 11' RT Chain = CANYON_UP2 90 PT 700+55.68 P C 7 0 0 + 1 4 . 9 6 P T 70 1 +48.61 P C 70 1 +57.67 P T 7 0 2 + 0 2 . 3 1 +76.01 700PC 111+22 7 0 0 + 3 7 N CUYD EXC. CUYD EMB. 702+00701+50701+00700+50700+00 390 390 400 400 410 410 420 420 430 430 440 440 450 450 460 460 470 470 E.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 2 \ w a - a 2 0 1 3 0 2 0 _ j b . d g n WA JEFF 91420(1) 4 : 2 5 P M 1 3 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 6 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 CP 5 0 0 5 0 0 + 6 0 3 5 9 . 5 0 +9.8259% 5 0 0 + 1 4 3 5 0 . 3 8 +7.7768% 5 0 0 + 9 6 3 6 3 . 0 0 +6.5551% 3 4 9 . 3 0 +19.8128% 6 0 0 + 2 0 4 3 9 . 2 2 -2.0040% 6 0 1 + 0 0 4 4 2 . 8 4 +4.5350% +8.8905% 6 0 1 + 7 5 4 4 9 . 5 1 4 3 9 . 6 2 K = 25 338 342 346 350 354 460 456 452 448 370 366 362 358 444 440 436 432 428 CUYD EXE. CUYD EMB. P T 8 1 + 59. 1 4 END ROAD APPROACH Elev = 363.49 E = 833,522.211 N = 315,416.046 501+03.08 Chain = APP8110 P T 6 0 1 + 3 3 . 4 2 y a w l e v a r t f o e g d E y a w l e v a r t f o e g d E 14204 P O T 5 0 1 + 0 3 . 0 8 END ROAD APPROACH Elev = 444.13 E = 833,522.211 N = 315,416.046 601+10.00 Chain = APP11264 BEGIN ROAD APPROACH Elev = 356.18 E = 833,567.215 N = 315,376.729 500+43.32 Chain = APP8110 81+08.32, 13.55 LT Chain = CANYON_UP2 D R H O H R E P P U D R H O H R E P P U Existing ground Existing ground Profile grade Profile grade E d g e o f t r a v e l w a y 110' VC E d g e o f t r a v e l w a y limit Construction BEGIN ROAD APPROACH Elev = 439.20 E = 845,549.818 N = 313,623.157 600+20.11 Chain = APP11264 112+63.69, 20.11 LT Chain = TOWER_SK2 N N 8 1 + 0 0 113+00 112+00 15104 326 P C 6 0 0 + 7 0 . 7 7 Line to be constructed 6 0 0 CUYD EXC. CUYD EMB. 602+00601+00600+00 501+00500+00 338 428 342 432 346 436 350 440 354 444 358 448 362 452 366 456 370 460 E.3 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 3 2 \ w a - a 2 0 1 3 0 2 0 _ j c . d g n WA JEFF 91420(1) 4 : 4 0 P M 1 3 A p r il 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 106 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 CONTROL QUANTITIES EROSION/SEDIMENT TABULATION OF F.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d a . d g n WA JEFF 91420(1) 2 : 1 2 P M 1 8 A p r il 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : FOOTNOTE Quantity tabulated in ITEM 62901-0000. See Sheet D.2.[1] 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 CONTROL QUANTITIES EROSION/SEDIMENT TABULATION OF F.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d a 1 . d g n WA JEFF 91420(1) 2 : 1 3 P M 1 8 A p r il 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 24524 5 2 4 5 2 4 5 2 4 5 2 4 5 245 2 4 5 245 245 2 4 5 245 245 2 4 5 2 4 5 2 4 5 245 245 2 4 5 2 4 5 24 5 245 245 245 245 2 4 5 2 4 5 2 4 5 2 4 5 2 4 5 2 4 5 2 4 5 245 2 4 5 2 4 5 2 4 5 2 4 5 2 4 5 2 4 5 2 45 245 245 245 2 4 5 2 4 5 2 4 5 245 245 250 250 250 250 250 250 250 2 5 0 255 255 2 5 5 25 5 255 255 2 5 5 255 255 255 2 5 5 26 0 260 2 6 0 2 6 0 260 26 0 26 0 260 260 2 6 0 260 260 260 260 26 0 2 6 0 260 2 6 0 26 0 2 6 0 2 6 0 26 0 2 6 0 260 26 0 260 260 260 2 6 0 2 6 0 2 6 0 2 6 0 2 6 0 2 6 0 2 6 0 2 6 0 260 2 6 0 2 6 0 2 6 0 260 2 6 0 2 6 0 260 260 260 2 6 0 260 2 6 0 260 260 2 65 265 26 5 2 6 5 2 6 5 2 6 5 265 265 2 4 0 240 245 24 5 24 5 2 4 5 245 245 245 2 4 5 245 2 45 245 2 5 0 250250 2 5 0 2 5 0 250 2 5 0 2 5 0 250250 250 2 5 0 2 5 0 2 5 0 250 250 250 250 250 250 2 5 0 250 2 5 0 2 5 0 2 50 255 255 255 255 255 255 255 255 255 2 5 5 260 260 260 260 260 26 0 260 260 260 265 265 265 265 265 2 6 5 265 265 265 265 270 270 2 7 0 270 270 270 270 270 270 270 270 27 0 2 7 0 2 7 0 2 7 0 2 7 0 270 275 275 275 2 7 5 275 275 275 2 7 5 275 275 275275 280 280 2 8 0 280 280 280 280 2 8 0 280 280 280 285 2 8 5 285 285 285 285 2 85 2 8 5 285 285 285 28 5 29 0 290 290 2 9 0 290 290 290 290 290 2 9 5 295 295 295 3 00 300 300 300 305 305 30 5 3 1 0 310 321 CP 14101 CP 14102 BEGIN PROJECT El= 266.89 E= 814,443.431 N= 318,075.887 9+62.52 UPPER HOH RIVER ROAD WA JEFF 91420(1) El= 259.98 E= 815,019.639 N= 318,061.255 15+39.03 UPPER HOH RIVER ROAD WA JEFF 91420(1) SUSPEND PROJECT UP T T T UP CP 14105 RESUME PROJECT El= 269.92 E= 816,549.507 N= 318,249.233 30+93.41 UPPER HOH RIVER ROAD WA JEFF 91420(1) 1 0 1 5 3 0 3 5 N N F.3 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d b . d g n WA JEFF 91420 (1) 1 2 : 5 0 P M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 1 0 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : 10+00 TO 39+00 CONTROL PLAN EROSION/SEDIMENT LEGEND 1 5 3 0 3 5 HOH RIVER HOH RIVER Roadway Obliteration Inlet Protection Filter Rock Check Dam Silt Fence Flow Arrow 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 245 2 4 5 2 4 5 245 245 245 2 4 5 2 4 5 245 2 4 5 245 2 4 5 245 250 250250 250 250 250 2 5 0 250 2 5 0 250 2 5 0 2 5 0 255 255 255 255 2 5 5 255 255 255 2 5 5 2 5 5 260 260 260 260 260 260 260 2 6 0 265 265 265 265 265 265 265 265 265 265 265 270 2 7 0 270 2 7 0 270 270 270 270 270 2 7 0 270 275 275 275 275 275 275 275 275 280 280 280 280 280 2 8 0 280 280 285 285 285 2 8 5 285 285 285 28 5 285 290 290 290 29 0 2 90 2 9 0 290 290 2 9 0 29 5 2 9 5 295 295 295 2 9 5 295 295 295 30 0 300 300 300 3 0 0 3 0 0 300 300 300 305 305 305 3 0 5 305 30 5 3 05 305 31 0 310 3 1 0 31 0 310 310 3 1 5 315 315 3 1 5 3 2 0 320 3 2 0 325 325 330 3 3 0 330 335 340 340 3 45350 355 35 5 3 6 0 245 24 5 2 4 5 2 4 5 2 4 5 2 4 5 245 245 245 2 4 5 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 250 250 250 250 250 250255 255 255 255 255 255 255 2 5 5 2 55 255 2 6 0 260 2 6 0 2 6 0 260 260 260 260 2 6 0 260260 265 265 265265 265 2 6 5265265 265 265 2 6 5 2 6 5 2 6 5 270 270 270270 27 0 2 7 027027027 0 270 27 5 275 275 275 2 7 5 2 7 5 2 7 5 275 2 7 5 275275275 280 280 280 280 2 8 0 280 28 0280280 2 8 0 280 285285 285285 2 8 5 2 85 285285285 2 8 5 285 290 29 0 29 0 290 29 0 2 9 0 290 290 290 2 9 0 295 2 9 5 2 9 5 29 5 295 295 295 295 29 5 300 3 0 0 300 300 3 0 0 3 00 300 300 3 0 0 3 05 3 0 5 305 305 3 0 5 3 0 5 305 30 5 30 5 310 310 3 1 0 3 1 0 310 3 1 0 310 315 315 315 3 1 5 31 5 315 3 1 5 3 1 5 320320 320 3 2 0 3 2 0 320 320 32 0 32 5 325 325 325 3 2 5 3 2 5 32 5 3 2 5 33 0 330 3 3 0 330 3 3 0 330 335 335 335 3 3 5 3 3 5 3 3 5 3 3 5 33 5 34 0 340 3 4 0 3 4 0 3 4 0 34 0 3 45 345 345 3 4 5 3 4 5 345 345 350 3 5 0 3 5 0 35 0 3 55 355 3 5 5 360 3 6 0 36 0 360 3 6 5 3 6 5 36 5 370 37 5 375 3 7 5 3 8 0 380 385 3 9 0 40 0 260 265265 265265 265 2 6 5 270 270270270275275280280285285 UP UP UP T T T 14107 CP TT T CP 14106 Clearing limits Clearing limits SUSPEND PROJECT El= 263.11 E= 818,510.379 N= 317,242.985 53+48.89 WA JEFF 91420(1) 4 0 4 5 5 0 N N F.4 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d c . d g n WA JEFF 91420 (1) 1 2 : 5 3 P M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 1 0 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : 37+00 TO 54+00 CONTROL PLAN EROSION/SEDIMENT LEGEND HOH RIVER HOH RIVER Check dam (Filter rock) 47+81 to 49+31 Lt Check dam (Filter rock) 49+70 to 50+80 Lt Silt fence 47+81 to 50+79 RT Silt fence 49+22 to 49+39 LT Silt fence 49+71 to 49+84 LT Roadway Obliteration Inlet Protection Filter Rock Check Dam Silt Fence Flow Arrow 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 7 . 2 5 8 2 % 0 . 8 0 1 2 % 7 0 7 5 320320 3 2 5 3 3 0 3 3 0 3 3 5 335 3 3 5 3 4 0 34 0 3 4 0 34034 0 345 345 3 4 5 3 4 5 350 350 3 5 0 3 5 0 3 50 3 5 0 3 5 0 355 3 5 5 3 55 355 355 355 355 360 360 360 360 36 0 365 365 370 370375 3 1 0 315 31 5 31 5 3 1 5 315 3 1 5 3 1 5 315 315 31 5 315 315 315 3 1 5 3 1 5 3 1 5 315 315 3 1 5 31 5 315 315 3 1 5 31 5 3 1 5 3 1 5 31 5 315 3 1 5 31 5 3 1 5 31 5 315 315 31 5 32 0 32 0 320 320 320 320 320 3 2 0 32 0 320 320 320 3 2 0 3 2 0 32 0 3 2 0 32 0 32 0 3 2 0 32 0 32 0 32 0 32 0 32 0 320 3 2 5 325 3 2 5 325 325 3 2 5 325 32 5 3 25 32 5 325 325 325 32 5 3 2 5 32 5 3 2 5 3 2 5 325 32 5 32 5 32 5 3 2 5 325 32 5 32 5 325 32 5 3 2 5 330 33 0 3 3 0 330 3 3 0 33 0 330 3 3 0 330 330 3 3 0 3 30 3 3 0 330 3 3 0 330 3 3 0 33 5 3 3 5 3 3 5 335 33 5 335 335 3 3 5 3 3 5 335 3 3 5 3 3 5 3 3 5 335 335 34 0 3 4 0 3 4 0 340 340 340 3 4 0 3 4 0 3 4 0 34 0 340 340 34 0 340 340 34 0 340 34 5 3 4 5 3 4 5 345 345 34 5 3 4 5 3 4 5 345 34 5 3 4 5 350 3 5 0 3 5 0 350 3 5 0 3 5 0 35 0 3 5 0 350 350 350 3 5 0 3 5 0 3 5 0 3 5 0 3 5 0 35 0 35 0 35 0 3 55 3 5 5 355 355 3 5 5 3 5 5 355 3 5 5 3 5 5 3 5 5 355 355 3 5 5 355 3 5 5 3 5 5 36 0 36 0 360 360 3 6 0 3 6 0 360 3 6 0 360 3 6 0 3 60 365 3 6 5 365 36 5 365 3 6 5 3 6 5 3 6 5 3 6 5 370 370 3 7 0 370 37 0 370 370 37 0 370 370 375 375 375 375 375 375 37 5 3 7 5 375 375 3 8 0 38 0 380 3 8 0 380 380 3 8 0 380 3 8 5 38 5 3 85 385 38 5 385 3 9 0 3 9 0 390 3 90 39 0 3 9 5 3 9 5 395 395 3 95 4 0 0 4 0 0 40 0 4 00 400 4 0 5 4 0 5 4 05 405 405 4 1 0 4 1 0 410 410 41 5 4 1 5 41 5 415 4 2 0 42 0 4 2 0 4 20 42 0 4 2 5 425 425 4 3 0 430 430 4 3 5 435 43 5 4 4 0 440 4 4 0 4 4 5 44 5 4 4 5 4 5 0 4 50 4 5 5 45 5 4 60 460 4 65 4 6 5 470 4 70 47 0 N Clearing limit Clearing limit Clearing limit Clearing limit HOH RIVER Silt fence 71+00 to 76+99 Rt. Silt fence 77+80 to 85+00 Rt. rolled erosion control product Filter rock check dams with 72+85 to 75+50 Lt. Silt fence 77+61 Lt./Rt. 77+34 Lt./Rt. Filter rock check dams 78+55 to 80+75 Lt. F.5 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d d . d g n WA JEFF 91420(1) 1 2 : 4 2 P M 1 3 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 71+00 to 79+00 CONTROL PLAN EROSION/SEDIMENT LEGEND Roadway Obliteration Inlet Protection Filter Rock Check Dam Silt Fence Flow Arrow 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 315 3 1 5 3 15 315 3 1 5 3 1 5 3 1 5 3 1 5 31 5 3 1 5 315 3 1 5 315 315 315 315 3 1 5 31 5 3 1 5 31 5 315 315 315 315 315 315 3 1 5 315315 3 1 5 3 1 5 31 5 3 1 5 315 3 1 5 315 315 315 315 315 320 320 320 325 325 325 330 3 3 0 33 0 33 5 335 335 340 3 4 0 340 3 4 0 340 340 345 345 345 345 3 5 0 350 350 3 5 5 3 55 355 355 3 6 0 360 360 3 6 0 360 3 6 5 365 3 6 5 365 365 365 3 7 0 370 3 7 0 370 3 7 5 3 7 5 3 8 0 380 38 5 3 8 5 385 390 390400410 420 330 335 3 3 5 340 345350 355 355 35 5360 360 3 1 0 310 310 3 1 0 3 1 0 3 1 0 310 310 31 0 310 310 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 310 3 1 0 31 0 3 1 0 31 0 3 1 0 3 1 0 3 1 0 310 3 1 0 310 3 10 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 31 0 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 310 3 1 0 31 5 3 1 5 3 1 5 315 315 315 315 315 31 5 3 1 5 3 2 0 320 320 320 320 320 320 320 325 325 3 2 5 325 325 325 3 3 0 330 330 330 330 3 3 0 3 3 0 3 3 0 335 33 5 335 335 335 335 3 3 5 340 3 4 0 3 4 0 340 340 340 3 4 0 3 4 0 3 4 0 3 4 5 345 3 4 5 3 4 5 345 345345 345 3 4 5 35 0 350 350 3 5 0 350 3 5 0 3 5 0 3 5 5 355 355 355 355 3 5 5 360 360 360 3 6 0 36 0 3 6 5 3 6 5 36 5 365 365 365 365 3 6 5 365 3 7 0 370 3 7 0 370 370 3 7 0 370 370 370 3 7 0 3 7 5 375 375 375 3 7 5 375 375 3 7 5 3 8 0 3 8 0 380 380 3 8 0 380 380 3 8 5 3 8 5 385 385 385 385 385 3 9 0 390 390 390 390 390 3 9 0 3 9 0 3 9 5 395 395 395 39 5 3 9 5 40 0 400 400 400 4 0 5 405 405 410 410 410 415 420 4 2 5 4 3 0 N N 8 0 500 8 5 9 6 9 8 F.6 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d e . d g n WA JEFF 91420(1) 1 2 : 4 1 P M 1 3 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 79+00 to 85+00 CONTROL PLAN EROSION/SEDIMENT 96+00 to 98+60 CONTROL PLAN EROSION/SEDIMENT LEGEND LEGEND Clearing limit Clearing limit Clearing limit HOH RIVER HOH RIVER Silt fence 77+80 to 85+00 Rt. Filter rock checkdams 78+55 to 80+75 Lt. Roadway Obliteration Inlet Protection Filter Rock Check Dam Silt Fence Flow Arrow Roadway Obliteration Inlet Protection Filter Rock Check Dam Silt Fence Flow Arrow 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 380 380 3 8 0 3 8 0 38 0 3 8 0 385 38 5 3 8 5 3 8 5 385 385 385 3 9 0 390 390 390 3 9 0 390 390 39 0 395 395 3953 9 5 395 395 395 4 0 0 400 400 4 0 0 4 0 0400 4 0 0 400 4 0 0 40 0 4 0 0 400 40 5 4 0 5 4 0 5 405 4 0 5 4 0 5 405405 405 405 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 0 5 4 05 410 4 1 0 410 410 410 410 410 4 1 0 4 10 4 1 0 4 1 0 4 1 0 4 1 0 4 1 0 4 1 0 4 1 0 4 1 0 415 4 1 5 4 1 5 415 415 415 41 5 41 5 415 4 1 5 4 1 5 4 1 5 4 1 5 4 1 5 4 1 5 4 1 5 415 420 42 0 4 2 0420 420 4 2 0 420 4 2 0 4 2 0 420 4 2 0 42 0 4 20 4 2 0 4 2 0 4 2 0 420 4 2 0 4 2 0 4 2 0 420 4 2 0 4 2 0 4 2 0 4 2 0 4 2 0 420 4 2 5 425 425 425 425 4 2 5 425 425 425 42 5 4 2 5 4 2 5 4 2 5 425 425 425 4 3 0 430 430 430 4 3 0 43 0 4 30 43 0 4 3 0 4 3 0 4 3 0 4 3 0 430 4 3 0 4 30 4 3 0 4 3 0 43 0 4 3 0 4 3 0 43 0 435 435 435 435 435 435 435 4 3 5 4 3 5 4 3 5 43 5 435 4354 3 5 435 4 3 5 43 5 4 3 5 435 4 3 5 43 5 4 3 5 440 4 4 0 440 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 44 0 4 4 0 44 0 445 445 445 4 4 5 4 4 5 44 5 4 4 5 4 4 5 44 5 4 4 5 4 4 5 44 5 45 0 45 0 4 5 0 4 5 0 4 5 0 4 5 0 4 5 0 4 5 0 4 5 0 4 50 4 5 0 450 4 5 0 4 5 0 4 50 45 0 45 0 45 0 4 5 0 4 50 45 0 450 4 5 5 4 5 5 45 5 455 4 55 455 455 455 460 4 6 0 460 460 460 465 4 6 5 465 46 5 470 4 70 470 4 7 5 4 7 5 475 48 0 4 8 0 4 8 0 480 4 8 0 480 485 4 8 5 4 8 5 4 8 5 48 5 485 48 5 485 48 5 485 485 485 4 8 5 485 4 8 5 485 4 8 5 4 9 0 4 9 0 4 9 0 49 0 490 4 9 0 3 9 0 395 4 0 0 4 0 0 4 0 5 4 0 5 405 405 4 1 0 4 1 0 41 0 4 1 5 4 1 5 415 4 2 0 4 2 0 420 4 2 5 425 4 2 5 4 2 5 4 2 5 430 430 4 3 0 4 3 0 4 3 0 4 3 5 4 3 5 4 3 5 43 5 4 35 440 440 440 445 445 445 445 450 450 455 455 455 460 460 460 465 465 465 465 4 6 5 470 470 470 4 7 0 475 475 475 480 480 480 485 485 485 N k e e r C n o y n a C rolled erosion control product Filter rock checkdams with 103+00 to 107+52 Lt. Filter rock check dams 110+42 to 112+40 Clearing limit Silt fence 103+00 to 108+68 Rt. Silt fence 109+30 Lt./Rt. 108+51 Lt/Rt. Silt fence 107+47 to 108+49 Lt. Silt fence 109+29 to 110+43 Lt. Silt fence 109+11 to 110+22 Rt. rolled erosion control product Filter rock checkdams with 701+19 to 702+17 Lt. rolled erosion control product Filter rock checkdams with 700+46 to 701+20 Rt. control product checkdams with rolled erosion 700+22 to 700+45 Lt. Filter rock 1 0 5 70 0 1 1 0 F.7 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d f . d g n WA JEFF 91420(1) 1 2 : 4 0 P M 1 3 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 103+00 to 112+00 CONTROL PLAN EROSION/SEDIMENT LEGEND rolled erosion control product Filter rock check dams with 701+60 to 702+17 Rt. Roadway Obliteration Inlet Protection Filter Rock Check Dam Silt Fence Flow Arrow 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 380 3 8 0 3 8 0 380 380 3 8 5 38 5 38 5 390 39 0 390 395 39 5 39 5 395 4 0 0 40 0 40 0 40 0 400 4 0 0 4 0 0 4 0 0 4 0 5 405 405 40 5 4 0 5 4 0 5 4 1 0 410 410 410 415 4 15 41 5 4 1 5 420 4 2 0 42 0 42 0 4 2 5 42 5 42 5 425 425 4 2 5 4 2 5 4 2 5 430 430 4 3 0 4 3 0 430 4 3 0 430 430 4 3 0 4 3 0 4 3 0 4 3 0 4 3 0 4 3 0 4 3 0 4 3 0 4 3 0 4 3 0 4 3 5 4 3 5 435 435 4 3 5 4 3 5 435 4 3 5 4 3 54 3 5 435 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 435 4 3 5 435 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 440 440 4 4 0 4 4 0 4 4 0 440 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 44 5 44 5 4 4 5 445 445 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 4 4 5 445 4 4 5 4 4 5 4 4 5 4 4 5 4 5 0 450 4 5 0 450 45 0 455 455 460 4 3 0 4 3 0 435 4 3 5 4 3 5 435 4 3 5 435 4 4 0 4 4 0 4 4 5 445 N 1 1 5 Clearing limit Clearing limit rolled erosion control product Filter rock checkdam with 111+40 to 112+63 Rt. F.8 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d g . d g n WA JEFF 91420(1) 1 2 : 3 9 P M 1 3 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 112+00 to 117+03.39 CONTROL PLAN EROSION/SEDIMENT LEGEND Filter rock check dams 112+71 to 117+02 Lt. Filter rock check dams 112+63 to 117+02 Rt. Roadway Obliteration Inlet Protection Filter Rock Check Dam Silt Fence Flow Arrow 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 NO SCALE POST AND GEOTEXTILE INSTALLATION DETAIL SILT FENCE INSTALLATION AT TOE OF FILL Fill slope T o e o f s l o p e PLAN ELEVATION 4. 3. 2. 1. T o e o f s l o p e Fill slope ELEVATION PLAN PLAN PLAN END DETAIL END POSTS DETAIL POSTS AT JOINTS Varies Varies Geotextile Steel or wood post Backfilled and compacted soil f o r s p a c i n g S e e N o t e 4 Limits of clearing (undisturbed) Existing ground Silt fence reinforcement REVISED: 7/2016 DETAIL APPROVED FOR USE --/---- WESTERN FEDERAL LANDS HIGHWAY DIVISION SILT FENCE W157-1 U.S. CUSTOMARY DETAIL DETAIL STATE PROJECT NUMBER SHEET F.9 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1)WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d h . d g n 7 : 2 2 A M 2 7 J a n u a r y 2 0 1 7 NOTE: Staple or tie Section B Geotextile fabric, Tie top of posts together driven tightly together. Steel or wood posts Steel or wood post Staple or tie Geotextile fabric Fasten fabric to posts around each post one full turn. Fold geotextile fabric See Note 3 End Posts Detail End posts, see End Posts Detail End posts, see See Note 3 fabric, Section A Geotextile Flow Flow Flow running around the ends. Curve ends of silt fence upgrade to prevent water from as possible. Install silt fence to follow the ground contours as closely does not slide down, supporting posts. All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures. as long as specified dimensions are satisfied. Follow Alternate preassembled silt fence options will be allowed 3 0 " m i n . 4 0 " m i n . 2 0 " m i n . 6-foot (max.) spacing without silt fence reinforcement. 10-foot (max.) spacing with silt fence reinforcement. 4" min. 6" min. trench 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 See Note 4 6% 5% 4% 3% 2% NO SCALE 6% 5% 4% 3% 2% 5% 4% 3% 2% 7. 6. 5. 4. 3. 2. 1. Adjust check dam spacing based on site-specific conditions. around the ends of the fiber roll. Provide sufficient length to prevent water from flowing Drive stakes into undisturbed soil of trench bottom. stakes. Drive stakes at each end of the fiber roll and at Install check dams in ditches perpendicular to the flowline. installation. Repair all rills or gullies and properly compact prior to functional requirements of the check dam device. gravel bags as approved by the CO, to meet the Construct check dams from fiber rolls, filter rock, or REVISED: 7/2016 DETAIL APPROVED FOR USE --/---- WESTERN FEDERAL LANDS HIGHWAY DIVISION W157-15 MODERATE GRADES CHECK DAM U.S. CUSTOMARY DETAIL DETAIL STATE PROJECT NUMBER SHEET F.10 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1)WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d i . d g n 7 : 1 0 A M 2 7 J a n u a r y 2 0 1 7 CROSS SECTION V-DITCH CROSS SECTION FLAT-BOTTOM DTICH CROSS SECTION CROSS SECTION STAKING DETAIL FIBER ROLL PLAN are similar for flat-bottom ditches Check dam installation details V-ditch design shown. Flow line GRADE DITCH (See Note 7) CHECK DAM SPACING* GRAVEL BAG Gravel bag the ends. See Note 6 to prevent flow around Curve ends upstream Filter rock Filter rock FIBER ROLL CHECK DAM GRAVEL BAG CHECK DAM SPACING (max.) CHECK DAM See Note 5 NOTE: GRADE DITCH SPACING (max.) CHECK DAM (See Note 7) CHECK DAM SPACING FILTER ROCK GRADE DITCH (See Note 7) CHECK DAM SPACING* FIBER ROLL SPACING (max.) CHECK DAM FILTER ROCK CHECK DAM uphill side of fiber roll trench material on Place excavated Flow F l o w on ditch grades steeper than 5%. Do not use fiber roll check dams * Spacing calculated based on on ditch grades steeper than 6%. * Do not use gravel bag check dams 60 80 100 150 50 60 80 100 150 50 60 80 100 150 (FT) (FT) (FT) Trench 2" (min.) 1 6 " m i n . Fiber roll 9" Ø (min.) Trench 2" (min.) -inch wood 8 1-inch x 18 1Stake fiber rolls in place with 1 Expose stakes 2-inches (min.) above top of fiber roll. 2-foot (max.) spacing. m i n . 1 2 " 6 " 6 " m i n . 1 2 " 1 2 " m i n . 6 " 9" Ø minimum fiber roll. 6 " 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 NO SCALE REVISED: 7/2016 DETAIL APPROVED FOR USE --/---- WESTERN FEDERAL LANDS HIGHWAY DIVISION EROSION CONTROL PRODUCT CHECK DAM WITH ROLLED W157-16 6 " 6 " 6 " ( m i n . ) 1 2 "6 " 6 " ( m i n . ) 1 2 "6 " U.S. CUSTOMARY DETAIL DETAIL STATE PROJECT NUMBER SHEET F.11 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1)WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d j . d g n 7 : 1 1 A M 2 7 J a n u a r y 2 0 1 7 3. 2. 1. PROFILE VIEW V-DITCH CROSS SECTION FLAT-BOTTOM DITCH CROSS SECTION (G) GRADE DITCH ≥10% 8% and 9% 7% Rolled erosion control product 1:2 (typ.) Rolled erosion control product Rolled erosion control product NOTE: Adjust check dam spacing based on site-specific conditions. Install check dams in ditches perpendicular to the flowline. to installation. Repair all rills or gullies and properly compact prior Filter rock Filter rock Ponded water (See Note 3) CHECK DAM SPACING FILTER ROCK Filter rock SPACING (S) MAX. CHECK DAM ROLLED EROSION CONTROL PRODUCT FILTER ROCK CHECK DAM WITH (FT) 20 30 40 Check Dam spacing (S) Ditch Grade (G) 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 NO SCALE Existing ground Water surface elevation OPTION B OPTION A OPTION C OPTION D Existing ground Sandbag (typ.) Sandbag (typ.) Sandbag (typ.) Sandbag (typ.) Concrete barrier Concrete barrier Concrete barrier Water surface elevation membrane Waterproof Water surface elevation membrane Waterproof Water surface elevation Existing abutment or pier elevation (min.) Top of berm Existing ground at time of construction Diverted water level at time of construction Diverted water level Existing ground at time of construction Diverted water level Limit of work zone Limit of work zone Limit of work zone elevation (min.) Top of berm elevation (min.) Top of berm at time of construction Diverted water level (anchoring method to be approved) Waterproof membrane REVISED: 7/2016 DETAIL APPROVED FOR USE --/---- WESTERN FEDERAL LANDS HIGHWAY DIVISION 4 " 6 " ( m i n . ) 4'-6" 6 " 4 " 4 " W157-17 METHODS TEMPORARY DIVERSION BERM 6 " ( m i n . ) 6 " ( m i n . ) 6" (min.) freeboard. Submit temporary stream diversion 6 " ( m i n . ) U.S. CUSTOMARY DETAIL DETAIL STATE PROJECT NUMBER SHEET F.12 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d k . d g n 7 : 1 1 A M 2 7 J a n u a r y 2 0 1 7 NOTE: 1 1 1 1 1 1 1 1 1 1 1 1 4. 3. 2. 1. membrane Waterproof height of the sandbag barrier. directed. Remove sediment when deposits reach half the berm daily. Repair as needed after rainfall events or as While in use, inspect and maintain the temporary diversion given time. Place a maximum of one diversion in the stream at any upper rows of sandbags above the joints in lower rows. of bottom rows as there are vertical course. Overlap the Place sandbags to form a pyramid by laying equal numbers plans for approval prior to installation. minimum height equal to the water surface elevation with As a minimum, provide a temporary diversion berm with a prefabricated or portable diversion berms, dams, etc.). methods may be chosen (including any approved during construction operations. Alternate stream diversion These options suggest configurations for diverting a stream 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 NO SCALE Spacing Slope STAKES REQUIRED 1:1 1:2 1:3 1:4 or flatter for each roll Stakes required FIBER ROLL SPACING 4 6 8 Fiber roll length Flow T o e o f f i l l s l o p e ELEVATION PLAN disturbed areas Runoff from INSTALLATION BEYOND TOE OF SLOPE INSTALLATION ALONG SLOPES FIBER ROLL STAKING DETAIL PROPERLY STAKED AND ENTRENCHED FIBER ROLL Existing ground (typ.) Fiber roll Flow direction Slope Direction of runoff from disturbed areas spacing chart See Fiber Roll Fiber roll ffonur fo noitceriD along contours Install fiber rolls Fiber roll Slope Fill slope Direction of runoff ground Existing soil to match ground level Backfilled and compacted F l o w larger than fiber roll wood stakes. See Note 2. Pay limits Pay limits SLOPE PROTECTION INSTALLATION ALTERNATE FIBER ROLL JOINT DETAIL FIBER ROLL LAPPING DETAIL on uphill side of fiber roll Place excavated material Stagger joints (typ.) 2. 1. permanent installations. Do not crush fiber roll while staking. roll is secure to slope. Live stakes may be used for and install fiber rolls Step 1: Excavate trench Step 2: Backfill soil against fiber rolls DRAFT: 7/2016 REVISED: DETAIL APPROVED FOR USE 10/2014 WESTERN FEDERAL LANDS HIGHWAY DIVISION FIBER ROLL (FT) 12 20 25 (FT) 10 20 30 40 W157-21 2" (min.)Excavate trench 2" 1" x 1" or 1" Ø overlap12" (min.) 2 " t o 3 " 2 4 " ( m i n . ) 1 2 " ( m i n . ) 1" x 1" Wood stake as specified in plans 3' min. or 3' (min.) Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max. 6-inches from fiber roll end angles towards the adjacent Overlap fiber rolls 12-inch minimum. Drive stakes at U.S. CUSTOMARY DETAIL DETAIL STATE PROJECT NUMBER SHEET F.13 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d l . d g n 7 : 1 1 A M 2 7 J a n u a r y 2 0 1 7 NOTE: 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 NO SCALE PLASTIC LINED DIVERSION CHANNEL RIPRAP LINED DIVERSION CHANNEL TEMPORARY CULVERT DIVERSION CHANNEL SECTION B-B SECTION A-A SECTION A-A SECTION B-B SECTION B-B PLAN W B W B W B B W T TØwhen scheduled) Silt fence (typ. Roadway embankment Roadway embankment Temporary culvert backfill Subgrade Bedding Sandbags Riprap lining Riprap lining backflow into natural channel Use sandbags to prevent Permanent natural channel Earthwork limits when scheduled) Silt fence (typ. See Note 5 Permanent culvert Roadway centerline temporary barrier Use sandbags to construct SandbagsPlastic liner SS S S S S SS D D D D SSS S S S SS 1. 2. 3. 4. 5. FlowFlow FlowFlow Plastic liner when scheduled) Silt fence (typ. When specified replace the portion of the diversion channel through the roadway embankment with temporary culvert. Compact temporary culvert backfill using one of the methods listed in Subsection 204.11(a). See Erosion Control Section for temporary culvert diameter, riprap class, channel dimensions and quantities. Use plastic liner or riprap along the entire length and width of the temporary diversion channel. Construct channel at a minimum grade of 0.5 percent. Do not construct with longitudinal joints if using a plastic liner. Bury the upstream edge of the liner a minimum of A A BB GeotextileGeotextile Flow Natural ground and secure with sandbags (typ.) 157-5 STANDARD APPROVED FOR USE 6/2005 DRAFT: 3/2014 REVISED: 6/2007 DIVERSION CHANNELS TEMPORARY 6" deep and secure with riprap or sandbags. 2'2' Bury plastic liner 6" deep 2'2' STATE PROJECT NUMBER SHEET F.14 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d m . . d g n 7 : 1 2 A M 2 7 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD NOTE: with plastic liner or riprap Temporary diversion channel 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 E629-01 U.S. CUSTOMARY DETAIL DETAILDETAIL APPROVED FOR USE with Ground Fasteners (See Detail A) Stake at 36" to 60" intervals into triangular shape 1" X 3" stock cut Wood Stakes 12" to 18" 6 " 1 0 " Each fastener on 12" center Double row of fasteners at erosion stop Overlap edges by 3" at 50 ft intervals (up slope face) 6'' deep x 6'' wide transverse trench over lower blanket and anchor Overlap matting ends 6", upper blanket APPROVED : MAY 2011 WITH MATTING SLOPE STABILIZATION REVISED: SEPTEMBER 2014 F.15 STATE PROJECT NUMBER SHEET ] U S C u s t o m a r y [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 0 3 2 2 7 \ w a - a 2 0 1 3 0 2 0 _ d n . d g n WA JEFF 91420(1) 7 : 3 3 A M 2 7 J a n u a r y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : NO SCALE A A Matting Erosion Stop (Check Slot) Detail SECTION A-A Typical Ground Fasteners DETAIL A DETAIL FOR STABILIZING SLOPES WITH MATTING Erosion stop (check slot) No. 11 gauge wire Typical staples Backfill with soil and tamp Matting Fastener top of slope. Do not stretch matting face (in direction of flow). Anchor at 2. Unroll and lay matting out down slope flush with the ground. Do not track slope face which will prevent the matting from laying Remove rocks, trash, and other material 1. Grade, smooth, and compact slope. (See Detail A) 3. Secure matting with wood or metal fasteners manufacturers recommendations 4. Apply seed and fertilizer per 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 4 5 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 : 4 5 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK 1 A C T U A L F I L E : P E _ T O W E R . D G N PLAN AND ELEVATION N (Typ.) 120'-0"8'-0"8'-0" slab Approach slab Approach Class 4 riprap Limit of StructureCL CLRoadway Begin Bridge Elev. 356.75 Sta. 76+87 12'-8" 77+00 1 1 ' - 0 " 1 1 ' - 0 " 2 ' - 0 " 1 ' - 6 " C u r b S h o u l d e r 1 ' - 6 " C u r b 2 ' - 0 " S h o u l d e r End Bridge Elev. 358.11 Sta. 78+07 78+0077+50 of roadway Existing edge of roadway Existing edge Edge of existing bridge T o w e r C r e e k 360 3 5 5 3 5 0 335 34 5 350 35 5 3 4 5 3 4 0 3 3 0 3 4 0 L a n e L a n e PLAN 360 355 350 345 340 335 330 325 line ground Proposed 2.25 1 2.25 1 1.75 1 1.75 1 line at existing ground Approximate CL channel Bottom of CLright of ground line at 13'-0" Approximate existing left of ground line at 13'-0" Approximate existing CL ground line Proposed ELEVATION Profile grade Bridge length = 120'-0" 1.1367% TRANSITION" sheet See "THRIE BEAM TRANSITION" sheet See "THRIE BEAM Wingwall 1 Wingwall 2 Wingwall 3 Wingwall 4 CL Post (Typ.) G.1 RG3105-A " 2 1" = 131'-16 514 Spa. 9'-4 "2 12'-5 "2 12'-5 " = 1'8 1 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 +1.1367% 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 12 - A p r - 2 0 1 7 10 :0 4 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 NO.DATE BY REVISIONS NO.DATE BY REVISIONS AR A C T U A L F I L E : M 0 2 M T 2 1 0 ( 1 ) G N . D G N 2 GENERAL NOTES Construction: Design: DESIGN LOADING: Dead Loads: Live Loads: AASHTO HL-93; maximum dynamic load allowance, IM=33% MATERIALS: Design stresses: Concrete: Reinforcing steel: with 2015 Interim Revisions. AASHTO LRFD Bridge Design Specifications, 2014, 7th Edition on Federal Highway Projects, FP-14. Standard Specifications for Construction of Roads and Bridges DRAWING TITLE DRAWING INDEX DRAWING NO. GENERAL NOTES: SPECIFICATIONS: Prestressing steel: Bearings: GEOTECHNICAL REPORT: method A. durometer hardness. Bearings are designed according to AASHTO LRFD design Section 18.2 of the AASHTO LFRD Bridge Construction Specifications, with 60 Provide laminated elastomeric bearing pads conforming to the requirements of estimated losses of 23.48 ksi. The final estimated effective prestress force per strand is 38,840 lb based on Pre-tension each strand to a total load of 43,940 lb (f'si = 0.75*f's = 202,500 psi). steel conforming to AASHTO M 203. Furnish grade 270, 0.60" diameter, seven-wire, low-relaxation, prestressing No Scale Provide 2" cover for reinforcing steel unless otherwise noted. Provide standard hooks as defined by ACI SP-66 for bends unless otherwise noted. steel located or anchored in Class D(AE) concrete unless otherwise noted. Provide epoxy coated reinforcing steel for girders and all reinforcing Furnish reinforcing steel conforming to AASHTO M 31 or M 322, grade 60 deformed. Memorandum No. 20-16, dated 07-2016. For boring logs and other geotechnical information, see Geotechnical Future asphalt wearing surface: 25 psf Asphalt wearing surface: 25 psf Concrete: 150 pcf Prestressing Steel: Reinforcing Steel: Structural Steel: Class P (Prestressed) Concrete: Class D(AE) Concrete: Class A(AE) Concrete: RG3105-R RG3105-Q RG3105-P RG3105-O RG3105-N RG3105-M RG3105-L RG3105-K RG3105-J RG3105-I RG3105-H RG3105-G RG3105-F RG3105-E RG3105-D RG3105-C RG3105-B RG3105-A G.2 RG3105-B Approach Slab Details Epoxy Coated Reinforcing Steel Bar List Reinforcing Steel Bar List Thrie Beam Transition Bridge Railing Girder Details Interior Girder Top Flange Exterior Girder Top Flange Girder Sections Interior Girder Exterior Girder Typical Section and Framing Plan Abutment Wingwall Abutment Endwall Abutment Layout Foundation Layout General Notes Plan and Elevation Furnish preformed expansion material meeting the requirments of AASHTO M 213. grade 4 or 5. Furnish flexible cellular joint filler meeting the requirments of ASTM D1056, Type 2, " unless otherwise noted.4 3Chamfer exposed edges of all concrete Furnish Class A(AE) concrete for all other concrete. Furnish Class D(AE) concrete for approach slabs, curbs, diaphragms, and endwalls. Furnish Class P (Prestressed) concrete for precast decked bulb tees. fs = 270,000 psi fy = 60,000 psi fy = 50,000 psi f'ci = 7,500 psi at time of release f'c = 10,000 psi at 28 days f'c = 5,000 psi at 28 days f'c = 4,500 psi at 28 days 12 - A p r - 2 0 1 7 10 :0 4 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 2 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 A C T U A L F I L E : F L . D G N 17 - M a r - 2 0 1 7 10 : 2 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK 3 FOUNDATION LAYOUT Begin Bridge End Bridge 114'-0" CL CL Piles Abutment 2 &CL CL Piles Abutment 1 & N 2 ' - 1 0 " 2 ' - 1 0 " 4 S p a . @ 5 ' - 1 0 " = 2 3 ' - 4 " 2 9 ' - 0 " 3'-0" A A 2 ' - 1 0 " 2 ' - 1 0 " 4 S p a . @ 5 ' - 1 0 " = 2 3 ' - 4 " 2 9 ' - 0 " FACTOR RESISTANCE Abut. 1 Abut. 2 PILES LENGTH OF TOTAL ESTIMATED 0.65 LOCATION PILE DRIVING INFORMATION (kips/pile)* RESISTANCE BEARING NOMINAL COMPRESSIVE REQUIRED bearing resistance * Drive piles to the required compressive nominal ABUTMENT 2 FOUNDATION PLAN ABUTMENT 1 SECTION A-A SECTION B-B Min. Tip Elev. 272.80Min. Tip Elev. 272.70 ( T y p . ) 2 ' - 0 " m i n . 0.65 260 260 Notes: " = 1'4 1 B B Elev. 348.25 Elev. 349.55 StructureCL 77.55 ft 78.75 ft G.3 RG3105-C Indicates Dynamic Load Test location.2. Indicates pile location.1. (Typ.) Fill top 10'-0" with concrete. 24" Ø x 0.75" steel pipe pile. Open-ended NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 2 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 A C T U A L F I L E : A B U T L A Y O U T . D G N 17 - M a r - 2 0 1 7 10 : 2 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown ABUTMENT LAYOUT 1'-0" (Typ.) 1 2 ' - 8 " 14'-6"14'-6" 5'-8"5'-8"3 Spa. @ 5'-10" = 17'-6" 2'-9"2'-9"Girder spacing Girder DCL Girder ECL Girder CCL Girder BCL Girder ACL 5'-8"5'-8"" = 17'-6"8 73 Spa. @ 5'-9 Step spacing Weephole spacing CL Bearings Abutment & CL 1 ' - 8 " 3 ' - 4 " 1 ' - 4 " Begin/End Bridge StructureCLdrain pipe 3" Ø Perforated Girder ECL 3'-4" PLAN ELEVATION (Abutment 1 shown, Abutment 2 similar) SECTION A-A Scale: 1" = 1' " = 1'2 1Scale: (Abutment 1 shown, Abutment 2 similar) " = 1'2 1Scale: Notes: ABUT. 1 ABUT. 2 BEARING SEAT ELEVATIONS A B C D E GIRDER 1 ' - 6 " 3 ' - 6 " M i n . 4 Spa. @ 5'-10" = 23'-4" 2 ' - 9 " 4 (See Note 2) Geocomposite sheet drain (Typ. between abutment and wingwall) 1" Expansion jt. fill A A "8 53'-8 "8 53'-8 See Note 3 See Note 3 Girder DCL Girder CCL Girder BCL Girder ACL 351.75 351.87 351.92 351.87 351.75 353.05 353.05 353.16 353.16 353.28 Abut. 1 Elev. 348.25 Abut. 2 Elev. 349.55 2 ' - 0 " M i n . l a p 6" = 3'-6" 7 Spa. @ #5A1 (2 each) piles) (Typ. between #7A2 (Typ.) #5A3 (Typ.) #7A2 #7A4 #5A1 #5A5 piles) (Between (At piles) #5A7 5 S p a . @ 5 " = 2 ' - 1 " # 5 A 8 #7A2 #5A3 piles) between (Typ. #7A4 #7A2 #5A5 piles) (Typ. at #5A6 (Typ.) into pile) embed 3'-0" (4'-0" x 10", = 1 '-8 "@ 10 "2 S p a .(T yp .)#5 A 7 (Typ.) #5A8 (Typ.) #5A6 #5A6 "2 11'-4" = 2 15 3 Spa. @ (Typ. at ends) #5A1 (2 each) (Typ.) weephole 3" Dia. WINGWALL" sheet for details. surface of cap at shear block locations. See "ABUTMENT Cast shear block after girders have been set. Roughen 3. weep holes at face of abutment. perforated abutment pipe and daylight through Cap ends of pipe. Tie perforated wingwall pipes to perforated drain pipe behind wingwalls and abutment. Install continuous geocomposite sheet drain and 3" dia.2. and elevations. See "ABUTMENT WINGWALL" sheet for wingwall details 1. 2'-0" (Typ.) ( T y p . ) 2 ' - 0 " 3 " C l r . G.4 RG3105-D (Typ.) Fill top 10'-0" with concrete. 24" Ø x 0.75" steel pipe pile. Open-end NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 2 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 : 2 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown 5 ABUTMENT ENDWALL A C T U A L F I L E : A B U T E N D W A L L . D G N StructureCL PLAN (Abutment 1 shown, Abutment 2 similar) " = 1'2 1Scale: VIEW A-A (Abutment 1 shown, Abutment 2 similar) " = 1'2 1Scale: 1'-2" 1"embedment into endwall Gdr. top flange bridge Begin/End 1'-0" 1 ' - 0 " 1 ' - 3 " 1 ' - 0 " sheet drain Geocomposite filler cellular joint 2" Flexible 2% 3" Ø WeepholeCL 1 ' - 6 " SECTION B-B " = 1'-0" 4 3Scale: A A CL Bearings Abutment & CL Girder ACL Girder B Girder CCL Girder DCL Girder ECL CL Shear block Shear block and wingwall) (Typ. between abutment 1" Expansion jt. fill #5EE6 (Typ.) StructureCL 9" = 3'-0" 4 Spa. @ (Typ.) #6EE9 #5EE1, #6EE7, 6"6"8" = 1'-4" 2 Spa. @ (Typ.) #6EE9 #5EE1, #6EE7, #5EE2 #5EE2 (11 Total) #5EE2 2 ' - 3 " M i n . l a p #5EE2 #5EE1 #5EE6 n.f. #5EE5, or #5EE4, #5EE3, Key: n.f. = near face f.f. = far face e.f. = each face (Typ. at girders) #6EE8 & #6EE9 #6EE9 #6EE8 #6EE7 or #6EE8 1 ' - 0 " 1 ' - 0 "2 '-2 "1'-4" " 8 3 1 ' - 6 "8 31'-6 1 ' - 0 " 1 ' - 0 " #6EE7 2 '-2 "" 8 3 1 ' - 6 "8 31'-6 2'-0" n.f. f.f. " 1 6 1 5 @ 1 0 3 S p a . 7 " 1 " d i a . h o l e s # 5 E E 5 , & # 5 E E 3 , # 5 E E 4 # 5 E E 3 #5EE3 webs) exterior girder (Typ. through # 5 E E 4 g i r d e r s ) b e t w e e n ( T y p . # 5 E E 5 #5EE5 webs) interior girder (Typ. through Abut. 1 Elev. 350.73 Abut. 2 Elev. 352.07 G.5 RG3105-E NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 2 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 : 2 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown ABUTMENT WINGWALL A C T U A L F I L E : A B U T W I N G W A L L . D G N 6 ELASTOMERIC STOP PAD DETAIL No Scale (8 req'd) 60 Durometer hardness " Elastomeric stop pad2 1 Notes: pads with approved cementitions adhesive prior to installation. Place elastomeric pads after constructing shear blocks. Coat2. Cast concrete for shear blocks after placement of girders.1. 3'-0" ELEVATIONS ELEV. 356.51 356.37 348.25 357.77 357.91 349.55 3 " V a r i e s 6 S p a . @ 9 " = 4 ' - 6 " # 5 W 1 e . f . 4 S p a . @ 9 " = 3 ' - 0 " # 5 W 2 e . f . 4 Spa. @ 1'-0" = 4'-0" #5W3 e.f. 1'-0"7 Spa. @ 1'-0" = 7'-0" #5W4 e.f. 4"4" #5W1 #5W2 3 ' - 0 " 4'-8" AA B C C D D B #5W3 #5W4 Elev. A Elev. C Elev. B WING. 1 & 2 WING. 3 & 4 A B C ELEVATION SECTION B-B SECTION A-A SECTION C-C SECTION D-D Key: n.f. = near face f.f. = far face e.f. = each face 1'-0"1'-0"10" = 3'-4" 4 Spa. @ = 3 ' - 0 " @ 1 ' - 0 " 3 S p a . "8 53'-8 (Typ.) #5A9 ( T y p . ) # 5 A 1 0 (Typ.) #5A10 Level #5A10 #5A9 (Typ.) 1 ' - 6 " ( m i n . ) Girder CCL " = 1'-0"8 3Scale: SHEAR BLOCK ELEVATION SHEAR BLOCK PLAN " = 1'-0"8 3Scale: Girder CCL " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: (Typ.) stop pad, see detail " elastomeric2 1" Gap & 8 1 Endwall " 8 7 7 7 " G.6 RG3105-F NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 2 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 : 2 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown TYPICAL SECTION AND FRAMING PLAN 120'-0" 30'-0"30'-0"30'-0"30'-0"Diaphragm spacing Girder ACL CL CL CL CL Girder B Girder C Girder D Girder E CL (Typ.) Diaphragm Begin Bridge End Bridge CL Structure 1'-9" (Typ.) 1'-9" (Typ.) (Typ.) 6" Dia. blockout (See Note) Welded connection (Typ.) 29'-0" 1'-6"11'-0"11'-0"1'-6"2'-0" Shoulder Lane 2'-0" Lane Shoulder "4 12'-10 "4 12'-10"2 123'-3" = 8 74 Spa. @ 5'-9 "8 75 Eq. spa. = 4'-96"6" (Typ.) #6D1 (Typ.) #6D3 Dowels 2%2% membrane pavement over waterproof 2" Hot asphalt concrete Precast concrete deck girders CL Structure TYPICAL SECTION FRAMING PLAN A C T U A L F I L E : T Y P X S . D G N DIAPHRAGM ANCHOR BOLT " Thread2 11 1'-6" No Scale A-307 bolt 1" Dia. ASTM 8" 4"4" of non-shrink grout and topped with 1" layer with concrete diaphragms 6" Dia. Blockout poured "2 11 Clr. #5D2 1 0 " " 1 6 5 3 S p a . @ 1 0 CL Diaphragm Scale: 1" = 1' GIRDER PARTIAL ELEVATIONSECTION A-A Scale: 1" = 1' " = 1'16 3Scale: " = 1'2 1Scale: Note: spacing. FLANGE" sheets for welded connection TOP FLANGE" and "INTERIOR GIRDER TOP connection details. See "EXTERIOR GIRDER See "GIRDER DETAILS" sheet for welded A A (See detail) 1" Dia. anchor bolt (Typ.) #5D2 (Typ.) 2'-9" Min. lap (Typ.) G.7 7 RG3105-G (Typ.) #6D1 CL CL CL #6D3 dowels anchor bolts and @ diaphragms for 1" Hole & inserts NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 4 5 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 A C T U A L F I L E : E X T G I R D E R . D G N 17 - M a r - 2 0 1 7 10 : 4 5 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown EXTERIOR GIRDER 1 "(Typ.) 90° full width Sawtooth keys are SAWTOOTH KEY DETAIL No Scale 1 "3 ' - 6 " 3 ' - 6 " " 1 6 5 3 S p a . @ 1 0 " 1 6 1 5 = 2 ' - 6 1 " D i a . H o l e s "4 15'-8 "4 12 3" 5 Spa. @ 3" = 1'-3"8 Spa. @ 6" = 4'-0" #4GE10, #4GE13, #4GE14 #4GE14 #4GE13 #4GE10 4 " " 2 1 9 4 S p a . @ 6 " = 2 ' - 0 " # 4 G E 1 1 #4GE11 7'-0" #5GE1 or #5GE3 #5GE4 or #5GE5 (Typ.) #3GE12 hook (Typ.) provide 90° 10" #5GE3 bars & Extend #5GE1 & 3" 2 ' - 0 " Extend strands GirderCL (Typ.) #4GE10 #4GE11 (Typ.) #3GE12 CC GIRDER END ELEVATION SECTION C-C Scale: 1' = 1' Scale: 1' = 1' 59'-5" "4 15'-8 1'-0""4 3852 Spa. @ 1'-0" = 52'-0" #4GE10, #4GE13, #4GE14 span Symm. about "4 33 2'-5" 29'-5"30'-0"Diaphragm spacing 4 ' - 2 " 3 ' - 6 " 2 ' - 8 " CL Diaphragm CL CL Bearing 2'-8" 6" Elevation See Girder End (See Note 1) CL Lifting eye strands Extend (10) 0.60" Dia. Strands (8) 0.60" Dia. Strands (2) 0.60" Ø Strands (2) 0.60" Dia. Strands (Typ.) (See Note 2) & #4GE14 #4GE10, #4GE13 "8 512'-4 Deflect (4) 0.60" dia. strands HALF GIRDER ELEVATION " = 1'8 3Scale: (20 straight, 4 draped) 0.60" Dia. Strands both ends of girder and bend as shown at Extend circled strands 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2 " 1"1" CL Girder CL Girder Notes: sheet for diaphragm layout and details. See "TYPICAL SECTION AND FRAMING PLAN"2. Blockout full girder flange width at both ends.1. Draped strands (4) 0.60" Dia. SECTION B-B Scale: 1' = 1' VIEW A-A Scale: 1' = 1' A A B B keys Sawtooth (See detail) Length of girder = 118'-10" RG3105-H G.8 7 " 3 " 8 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 4 6 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 A C T U A L F I L E : I N T G I R D E R . D G N 17 - M a r - 2 0 1 7 10 : 4 6 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown INTERIOR GIRDER 1 "(Typ.) 90° full width Sawtooth keys are SAWTOOTH KEY DETAIL No Scale 1 "3 ' - 6 " 3 ' - 6 " " 1 6 5 3 S p a . @ 1 0 " 1 6 1 5 = 2 ' - 6 1 " D i a . H o l e s "4 15'-8 "4 12 3" 5 Spa. @ 3" = 1'-3"8 Spa. @ 6" = 4'-0" #4GE10, #4GE13, #4GE14 #4GE14 #4GE13 #4GE10 4 " " 2 1 9 4 S p a . @ 6 " = 2 ' - 0 " # 4 G E 1 1 #4GE11 7'-0" #5GE1 or #5GE3 #5GE4 or #5GE5 (Typ.) #3GE12 hook (Typ.) provide 90° 10" #5GE3 bars & Extend #5GE1 & 3" 2 ' - 0 " Extend strands GirderCL (Typ.) #4GE10 #4GE11 (Typ.) #3GE12 CC GIRDER END ELEVATION SECTION C-C Scale: 1' = 1' Scale: 1' = 1' 59'-5" "4 15'-8 1'-0""4 3852 Spa. @ 1'-0" = 52'-0" #4GE10, #4GE13, #4GE14 span Symm. about "4 33 2'-5" 29'-5"30'-0"Diaphragm spacing 4 ' - 2 " 3 ' - 6 " 2 ' - 8 " CL Diaphragm CL CL Bearing 2'-8" 6" Elevation See Girder End (See Note 1) CL Lifting eye strands Extend (10) 0.60" Dia. Strands (8) 0.60" Dia. Strands (2) 0.60" Ø Strands (2) 0.60" Dia. Strands (Typ.) (See Note 2) & #4GE14 #4GE10, #4GE13 "8 512'-4 Deflect (4) 0.60" dia. strands HALF GIRDER ELEVATION " = 1'8 3Scale: (20 straight, 4 draped) 0.60" Dia. Strands both ends of girder and bend as shown at Extend circled strands 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2 " 1"1" CL Girder CL Girder Notes: sheet for diaphragm layout and details. See "TYPICAL SECTION AND FRAMING PLAN"2. Blockout full girder flange width at both ends.1. Draped strands (4) 0.60" Dia. SECTION B-B Scale: 1' = 1' VIEW A-A Scale: 1' = 1' A A B B keys Sawtooth (See detail) Length of girder = 118'-10" RG3105-I 9 G.9 7 " 3 " NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 2 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 : 2 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK 1" = 1' GIRDER SECTIONS A C T U A L F I L E : G I R D E R S E C T . D G N Notes: ESTIMATED QUANTITIES Concrete reinforcing steel Expoxy coated 0.6" Ø Strands One beam only Cu. Yd. Lbs. Ln. Ft. Int. Girder Ext. Girder 5315 5770 2870 2870 29.1 29.1 GIRDER TOP FLANGE" sheets for top flange and curb bars. See "EXTERIOR GIRDER TOP FLANGE" and "INTERIOR 5. Thicken flange at both ends to compensate for final camber.4. to placing overlay. flange and fill with an approved non-shrink grout prior After erection, cutoff lifting loops 1 inch below top of3. ".4 1Estimated camber after placing overlay and railing = 23. ".4 3Estimated camber at release of strands = 12. shortening due to prestressing. " longer than shown to allow for4 1Cast girders 1. A B B C MARK DIMENSION #5GE1 REINFORCING STEEL SCHEDULE A E G G D HF 22'-4" 2 TYPE K #5GE2 #5GE3 #5GE4 #5GE5 #5GE6 #5GE7 #5GE8 #4GE9 #4GE10 #3GE12 #4GE14 STR B C C D O K H O F H D C E B C B D E B G A B A G Type 51 Type T9 Type 81 Type 54 60'-0" Type 2 10"43'-0" Type 1 "2 15'-9 6 " 2 " 2 ' - 9 " 6 " 3 " "2 11'-7 2" 3 ' - 1 1 " (Typ.) #5GE2 #5GE8 #4GE10 2'-1" 6""2 19 #4GE13 #5GE2 "8 15'-9 CLGirder 3 " 2 " " 8 3 7 2 ' - 9 " 6 " 3 " "2 11'-7 2" #5GE8 6 " 3 ' - 1 1 " 6""2 19 #4GE13 #5GE2 2'-1" #4GE10 (Typ.) #5GE2 #5GE7 2 " C l r . (Typ.) #5GE3 #5GE1 or #5GE6 1 " C l r .(Typ.) #5GE5 #5GE4 or #5GE8 (Typ.) #4GE11 (Typ.) #3GE12 1" Clr. (Typ.) #4GE11 #4GE11 #5GE5 #5GE4 or #5GE5 #5GE4 or 1 " C l r . ( T y p . ) (Typ.) #3GE12 #4GE11 (Typ.) #4GE11 1" Clr. (Typ.) #4GE11 #5GE5 #5GE4 or 1 " C l r . ( T y p . ) 2 " C l r . #5GE7 #5GE8 1 " C l r . (Typ.) #5GE3 #5GE1 or (Typ.) #5GE5 #5GE4 or CL Girder 2 " C l r . ( T y p . ) #4GE9 2.0% 2.0%2.0% 2.0% INTERIOR GIRDER MIDSPAN EXTERIOR GIRDER MIDSPAN INTERIOR GIRDER END EXTERIOR GIRDER END #4GE14 #4GE14 #4GE10 #4GE14 #4GE13 #4GE9 #5GE5 #5GE4 or #4GE14 #4GE13 #4GE10 2 10" STR 5'-8" STR 51 "8 14'-2"2 11'-1 4""2 14 STR 43'-0" 22'-4" 6'-10"STR#4GE11 T9 4"4"4" 54 "2 111"2 111 4"4""4 33 "4 33#4GE13 81 5'-8""2 12'-0"4 33"2 19 "2 19"4 32'-0 1 5'-8"7" 2 4"4"4" G.10 RG3105-J10 curb location (Typ.) Roughen surface under CL Girder Type S5 A G B D C S5 8"1'-0"1'-0"1'-0""4 11'-2 8" " 8 3 7 G i r d e r s " B " a n d " D " 6 " G i r d e r " C " 2.0%Girder "C"2.0% Girder "D" and "B" GirderCL #5GE6 3 " (Girder "D" shown, Girders "B" and "C" similar)(Girder "E" shown, Girder "A" similar) (Girder "E" shown, Girder "A" similar)(Girder "D" shown, Girders "B" and "C" similar) NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 4 6 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 : 4 6 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown EXTERIOR GIRDER TOP FLANGE A C T U A L F I L E : E X T T O P F L A N G E . D G N 12 Spa. @ 3" = 3'-0" 6 Spa. @ 6" = 3'-0" (#5GE7, top) (#5GE8, bot.) 8"3" 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars) 118'-10" 116 Spa. @ 1'-0" = 116'-0" 3"8" 12 Spa. @ 3" = 3'-0" (#5GE7, top) 6 Spa. @ 6" = 3'-0" (#5GE8, bot.) 220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars) 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 118'-10" 23 Spa. @ 5'-0" = 115'-0" #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 # 5 G E 2 # 5 G E 2 #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 3'-0" Min. lap (Typ.) M a t c h l i n e M a t c h l i n e GirderCL spacing connection Welded EXTERIOR GIRDER PLAN flange-top bars similar. bars shown. Top flange-bottom bars and top splices in top and bottom flanges. Top flange-top Alternate all longitudinal bars to avoid adjacent Note: BOTTOM FLANGE PLAN "4 12 3" = 1'-3" 5 Spa. @ (Typ.) " Chamfer4 3 #4GE14 #4GE13 & Scale: 1" = 1' " = 1'8 3Scale: 1'-5" 23 Spa. @ 5'-0" = 115'-0" spacing connection Welded 1'-5" 3"8" 8"3"116 Spa. @ 1'-0" = 116'-0" #4GE9 (Curb tie spacing) #4GE9 (Curb tie spacing) (Girder E shown, Girder A similar) EXTERIOR GIRDER PLAN " = 1'8 3Scale: (Girder E shown, Girder A similar) G.11 RG3105-K11 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 4 6 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 : 4 6 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown INTERIOR GIRDER TOP FLANGE A C T U A L F I L E : I N T T O P F L A N G E . D G N 12 Spa. @ 3" = 3'-0" 6 Spa. @ 6" = 3'-0" (#5GE6, top) (#5GE8, bot.) 8"3" 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars) 118'-10" 1'-5"23 Spa. @ 5'-0" = 115'-0" 3"8" 12 Spa. @ 3" = 3'-0" (#5GE6, top) 6 Spa. @ 6" = 3'-0" (#5GE8, bot.) 220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars) 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 118'-10" 1'-5"23 Spa. @ 5'-0" = 115'-0" #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 # 5 G E 2 # 5 G E 2 #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 3'-0" Min. lap (Typ.) M a t c h l i n e M a t c h l i n e GirderCL spacing connection Welded spacing connection Welded INTERIOR GIRDER PLAN INTERIOR GIRDER PLAN flange-top bars similar. bars shown. Top flange-bottom bars and top splices in top and bottom flanges. Top flange-top Alternate all longitudinal bars to avoid adjacent Note: BOTTOM FLANGE PLAN "4 12 3" = 1'-3" 5 Spa. @ (Typ.) " Chamfer4 3 #4GE14 #4GE13 & Scale: 1" = 1' " = 1'8 3Scale: " = 1'8 3Scale: G.12 RG3105-L12 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 :2 4 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 A C T U A L F I L E : G I R D E R D E T . D G N 17 - M a r - 2 0 1 7 10 :2 4 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK No Scale GIRDER DETAILS "2 1 " 2 1 1 " 2 1 1 " 2 1 1 " Chamfer4 3 1" or until grout reaches design strength. After pouring, water cure grout for 72 hours wetted for 24 hours prior to placing grout. strength non-shrink grout. Keep keyways Fill longitudinal flange keys with high "2 11 (Typ.) Girder flange " Ø Backer rod8 5 " Gap2 1 FLANGE KEY DETAIL FLANGE KEY BETWEEN CONNECTIONS non-shrink grout Fill with high strength5" "4 12 " x 4" P4 3" x 24 3 L 2 " 1 " (Typ.) x 8" Welded studs " Ø 2 1(2) (Typ.) x 6"8 3L2x2x " Gap2 1 SECTION A-A (Typ.) Welded stud " Ø x 8"2 1 " x 6"8 3L2x2x " x 4" P4 3" x 24 3 L (Typ.) "4 1 1 " 4 " 6 " 1 " A A 3 0 ° ( T y p . ) WELDED CONNECTION DETAIL (Typ.) anchors "Ø x 4" Welded 2 1 2'-1" 1 ' - 1 " " 2 1 4 2 " " 2 1 4 2 " BEARING PLATE PLAN "2 14 8"8""2 14 chamfer Match girder 1 " BEARING PLATE ELEVATION (10 Req'd) BearingCL 1 ' - 0 " 2'-0" GirderCL BEARING PAD PLAN " Clr. all4 1 around BEARING PAD ELEVATION (10 Req'd) Note: Grade 3 or higher. bearing pads. Provide 60 Durometer hardness, elastomer Conform to AASHTO M 251 for steel reinforced elastomeric " 8 7 1 (3 total per pad) " Steel shim moulded securely to pad8 1 6 " 6 " "2 1& 2 inner layers @ "4 12 Layers (top & bottom) @ G.13 13 RG3105-M NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 :2 4 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 NO.DATE BY REVISIONS NO.DATE BY REVISIONS BRIDGE RAILING NOTES: C PostL B B 1 ' - 2 " " 2 1 2 " 2 1 2 2" Leveling nuts C Post 2"2" L " rails16 5TS 5"x5"x " rails16 5TS 5"x5"x L L L L Scale: 1" = 1'-0' 4 " BRIDGE RAILING 2 11 W8x24 Post 1 ' - 2 " 9" Scale: 1" = 1'-0' TYPICAL SECTION VIEW A-A A A Post " 2 1 1 5 " 5 " " 2 1 1 "2 11"2 14"2 14"2 11 1'-0" 1 ' - 1 " P 1'-0" x 1'-1" x 1"L LC Post 5" "4 31 " 4 1 1 Roadway Side " 4 1 1 " 2 1 2 member Rail tube 5 " 1"* "2 15 4"assure proper fit. to galvanizing to Grind all edges prior "4 14 " 4 1 4 L 9 " RAIL SPLICE END SECTION Scale: 1" = 1'-0'Scale: 1" = 1'-0' " rails16 5TS 5"x5"x VIEW B-B RAIL CAP DETAILS RAIL SPLICE DETAILSBASE PLATE DETAILS "8 12 " PL WASHER "C"4 1 Post W8x24 Post W8x24 9 " * 1" Gap unless noted otherwise on detail plans. As Shown 9 " 16 13 1 " 1 " 2 " "2 11 "16 5 L BASE WELD STUD DETAIL Not to scale Not to scale Not to scale Not to scale Not to scale "2 16 "2 16 " 2 1 4 " 2 1 4 1 ' - 0 " " 2 1 1 (Typ.) ( T y p . ) 5""2 115" 5" 5 " " 2 1 2 " 2 1 2 "16 5TS 5"X5"X locking nuts or nuts and jam nuts. Install angle with washers and self Not to scale ANCHOR PLATE DETAIL 2'-6" max. #4GE9 (Typ.) 9 " Tack weld plate to bolt head. See "ANCHOR PLATE DETAIL", DETAIL" See "RAIL SPLICE DETAILS" See "RAIL CAP " rails16 5TS 5"x5"x "8 1" x 2" x 24 1L P " to provide zinc drains.4 3corners ", cope4 3" x 44 3" x 416 3L P "x1'x1'-1"8 3L P (Typ.) 8 7 8 14 - 1 1'-1" nut 1-lockwasher with 1-plate washer-c stud 2" long with " Galvanized4 3 slotted holes in Post (Typ.). " horizontally2 1& C 1" x 1 weld base studs on rails 4 3C and 2-flat washer (Typ.). fully threaded with 2 nuts 8 72 - DETAIL" See "BASE WELD STUD weld base studs on rails 4 3C (Typ.) Holes Post (Typ.). horizontally slotted holes in " 2 1studs on rails & C 1" x 1 4 3C connections. studs on each rail cap at guardrail 4 32- "4 11 "8 7 1'-5"1" 2 " " 2 1 2 "2 14 "2 14 Typ. " P8 3from Make splice tube "16 3 "16 3 TRANSITION" Dwg. CONNECTION ANGLE" ON "THRIE BEAM Leg of connection angle. See "DETAIL A - "8 3 Typ. Tube sliding fit Bent P SpliceL structure. railing. The completed installation shall not reflect any unevenness in the girder profile. Contractor shall furnish steel shim plates as required to align All rail Posts shall be set vertically and the railing erected parallel to the ERECTION: No field cutting or welding is permitted unless approved by the CO. GROUT: Use grout that has a minimum 24 hours f'c of 3,000 psi. on the plans. With rails continuous over two or more posts. RAIL SPLICE ASSEMBLIES: Rail splice assemblies must be provided as shown shall be fabricated before being galvanized. stud bolts shall conform to ANSI/AASHTO/AWS. All steel AASHTO/AWS, and shall be by a certified welder. Welding for welded to the CO for approval prior to fabrication. Welding shall conform to the ANSI/ FABRICATION: Structural steel shall be shop fabricated. Submit shop drawings hot-dip galvanized after fabrication in accordance with AASHTO M 111 or M 232. to ASTM A500 or A501, Grade B. All components of the bridge rail shall be shall conform to ASTM A36. Structural tubing for rails shall conform MATERIALS: Steel Posts, base plates, plate washers, and splice sleeves GENERAL: The Alaska Multi-State Rail meets the TL-4 performance criteria. A C T U A L F I L E : R 1 4 _ W A _ 9 1 4 2 0 ( 1 ) _ B r i d g e _ R a i l i n g . D G N G.14 RG3105-N14 1-lockwasher and 1-nut. with 1-plate washer "C", weld base stud x 2" long 4 3Threaded Notes: from approach slab curb into bridge curb. reinforcement. Place curb reinforcement continuously adjacent splices similar to longitudinal deck 3. Alternate longitudinal curb reinforcement to avoid TOP FLANGE" sheets for curb reinforcement. 2. See "GIRDER SECTIONS" and "EXTERIOR GIRDER " above finish grade.2 11. Set top of Post 2'-8 hole (Typ.). See detail. to completely cover slotted " PL washer "C", positioned4 1 washer (Typ.). " PL 4 1w/ lock washer and 4 3Hex nut for (Typ.) (See Note 3) #4CE2 (19'-8" long) spliced 2'-0" with 2 - #4CE1 (60'-0" long) " Clr.2 11 AR STATE PROJECT SHEET NO. REGION PW WA WA JEFF 91420(1) PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY AR George Choubah BRIDGE DRAWING of DATE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK TOWER CREEK BRIDGE DRAWING NO. George Choubah 18 March 2017 NOT FOR CONSTRUCTION PRELIMINARY OLYMPIC NATIONAL PARK TOWER CREEK BRIDGE 17 - M a r - 2 0 1 7 10 :2 4 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 :2 4 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 NO.DATE BY REVISIONS NO.DATE BY REVISIONS THRIE BEAM TRANSITION No scale connector Thrie beam terminal connector Thrie beam terminal back of plate Bolt flush with "2 1 "8 1 DETAIL E SECTION A-A " 8 5 7 " 4 1 1 ' - 9 " 2 1 2 7 " " 8 1 4 " 4 1 2 W8x15 DETAIL F - STEEL BLOCKOUT " 2 1 1 " 2 1 6 " 8 5 7 " 8 1 7 " 4 1 1 ' - 9 "4 31 3" "4 1L 5"x3"x Rail cap 5" "2 11 "4 31 " 4 1 1 " 2 1 2 " 2 1 1 1 " 2 1 2 5 " " 4 3 1 ' - 1 0 DETAIL A - CONNECTION ANGLE "2 11'-2 "2 11'-4"2 11 "2 12'-8 " 2 1 1 "2 19 8"3" vertical leg angle (Typ.) "431'-3 3:1 slope plate Transition "16 3 "8 3L 4"x4'x SECTION C-C "2 11 "2 11'-2 "2 11'-4" 2 1 1 4 " "2 12'-8 plate Transition " Plate8 3 "16 3 plate Guardrail connection VIEW D-D "2 1 "2 14 " 4 1 4 " 4 3 8 1 ' - 1 0 " 9 " plate connection Guardrail DETAIL B - GUARDRAIL CONNECTION PLATE "8 31'-1 " 8 3 3 " 1 6 1 3 3 " 1 6 1 3 3 " 8 3 3 1 1 " 1 1 " CC D D "2 12 4"4""8 72 G C plate connection Guardrail Transition section Thrie beam to W-beam Two Class A elements, See Note 3 3"L End of rail cap connector Thrie beam terminal Transition plateA A blockout (Typ.) 6"x8"x14" wood (Typ.) W6x9 steel post "4 117'-2 3'-9" max.C End rail postL PLAN ELEVATION 5. This design approved for NCHRP 350, TL-4. Adjust guardrail bolts for sliding fit. " horizontal slot in approach guardrail.2 14. Provide 4 3. Lap approach guardrail to prevent snags from oncoming traffic. 2. Conform to G-00, G-04S, G-25S for all guardrail details not shown. steel to conform to ASTM A709 Grade 36. AASHTO M 180. All H.S. Bolts conform to ASTM A325. All other 1. All guardrail and guardrail connection hardware to conform to Notes: " 8 3 2 " 8 5 7 " 8 5 7 1 ' - 8 " 8"2"3""4 14 "4 14 "2 18 "4 31'-10"4 17 THRIE BEAM TERMINAL CONNECTOR ( T y p . ) 2'-6" 3" " 8 3 3 " 1 6 3 6 " 8 5 7 " 1 6 3 6 slot (optional) " post bolt2 1"x 24 3 " slots8 1" x 132 29See Note 4 8 5 connection plate " Guardrail 2 1 "4 3"x9"x1'-32 1 Transition plate H.S. bolts and nuts 8 7 C "2 1" = 9'-42 13 Spa. @ 3'-1 "4 3" = 7'-94 35 Spa. @ 1'-6 holes (Typ.) " Slotted 4 1"x18 7 jam nut locking nut or nut and with washers and self 8 7 CL 13 16 (4 total each flange) STEEL BLOCKOUT" (Typ.) See "DETAIL F - W8x15 steel blockout "2 11'-2 Nested (2) Thrie beam rail CONNECTION ANGLE" See "DETAIL A - Connection Angle, CONNECTION PLATE" See "DETAIL B - GUARDRAIL Guardrail connection plate, See "DETAIL E" 8 7for Drill and tap 4 holes "16 3 "16 3 (Typ.) Slotted holes "2 1"x14 3 End of rail cap A C T U A L F I L E : R 1 5 _ W A _ 9 1 4 2 0 ( 1 ) _ T h r i e _ B e a m _ R a i l . D G N AR G.15 RG3105-O15 STATE PROJECT SHEET NO. REGION PW WA WA JEFF 91420(1) PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY AR George Choubah BRIDGE DRAWING of DATE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK TOWER CREEK BRIDGE DRAWING NO. George Choubah 18 March 2017 NOT FOR CONSTRUCTION PRELIMINARY OLYMPIC NATIONAL PARK TOWER CREEK BRIDGE 17 - M a r - 2 0 1 7 10 :2 5 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 :2 5 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 :2 5 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS No Scale 16 RG3105-P REINFORCING STEEL BAR LIST TO BE PROVIDED G.16 A C T U A L F I L E : R E B A R . D G N NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 :2 5 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 :2 5 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS No Scale 17 RG3105-Q REINFORCING STEEL BAR LIST TO BE PROVIDED G.17 A C T U A L F I L E : R E B A R E P O X Y . D G N EPOXY COATED NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 :2 5 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 17 - M a r - 2 0 1 7 10 :2 5 A M M : \ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ T o w e r C r e e k \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown APPROACH SLAB Notes: (Cu. Yd.) Concrete (Lbs.) Steel Reinf. Slab Length ONE APPROACH SLAB ESTIMATED QUANTITIES FOR Width Joint * Does not include dowels Slab Width 8'-0" #5APE3 (Top & bottom) 2 9 ' - 0 " 3 " 6 " 2 8 S p a . @ 1 ' - 0 " = 2 8 ' - 0 " 5 7 S p a . @ 6 " = 2 8 ' - 6 " # 5 A P E 2 ( B o t t o m ) # 5 A P E 1 ( T o p ) #5APE4 (Typ.) #5APE5 8'-0" 7 Spa. @ 1'-0" = 7'-0" #5APE3 (Top & bottom) 6"3" " Jt.2 11 1'-0" " 2 1 2 ' - 3 1 ' - 0 " 3'-0" #5APE6 #5APE5 Match with #5APE5 1'-0" spaced @ 3 " C l r . 3 " C l r . " 2 1 2 C l r . See Detail A See Detail B "2 1 " 4 3 1 " 8 3 sealer silicon joint Low modulus Backer rod " Dia.4 3 Sleeper slab Approach slab joint material Preformed expansion "4 1 Bridge Begin/End to AASHTO M282 sealant conforming elastomeric joint 2" Deep hot poured joint material Preformed expansion Approach slab Endwall 10"10" See Detail A CL Structure Begin/End Bridge See Detail C surface level Roughened Approach slab grading D 6" Aggregate base Wingwall material expansion joint Preformed Curb Wingwall "2 1 material expansion joint Preformed B B B B A A PLAN DETAIL A DETAIL B DETAIL C SECTION A-A SECTION B-B ASPHALT PLUG JOINT felt roofing paper 30 lb. Double layer with predrilled holes at 12" maximum. butted segments. Centered over joint Galvanized plate, placed in 4'-0 long " x 8" AASHTO M270 Grade 364 1 Aggregate/Binder " = 1'8 3Scale: Scale: 1" = 1' Scale: 1" = 1' No Scale No Scale No Scale No Scale A C T U A L F I L E : A P P R O A C H S L A B . D G N surface 2" Hot asphalt wearing surface Hot asphalt wearing G.18 RG3105-R18 (Typ.) #4CE1 or #4CE2 #4GE9 (Match with #5APE3) #4GE9 (Typ.) details. See "ABUTMENT LAYOUT" sheet for dowel reinforcement2. reinforcement details. FLANGE," and "BRIDGE RAILING" sheets for curb See "GIRDER SECTIONS," "EXTERIOR GIRDER TOP1. '' 2 1120801429'-0"8'-0" treated both sides) " sheets,16 1gasket (2 - Compressed synthetic sheet #5APE1 #5APE2 sheeting Polyethylene 10 mil approach slab total width of polystyrene, 6" x 6" Expanded (10 Total) #5APE4 95% compacted grading D, 6" Aggregate base NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION TOWER CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) AR George Choubah 18 March 2017 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 10 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 10 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK 1 PLAN AND ELEVATION channel Bottom of N 120'-0"8'-0"8'-0" slab Approach slab Approach 4 0 5 41 0 4 15 4 2 0 4 2 0 425 420 108+50 109+00 109+50 Structure Roadway CL CL Begin Bridge Elev. 433.54 Sta. 108+35 12'-8" (Typ.) of pavement Existing edge riprap Limit of Class 4 of pavement Existing edge Class 4 riprap Limit of of shoulder Existing edge End Bridge Elev. 432.03 Sta. 109+55 of shoulder Existing edge C a n y o n C r e e k Existing culvert 1 1 ' - 0 " 1 1 ' - 0 " S h o u l d e r C u r b 1 ' - 6 " 2 ' - 0 " C u r b 1 ' - 6 " S h o u l d e r 2 ' - 0 " L a n e L a n e PLAN " = 1'8 1 ELEVATION 1 1.75 1 1.75 425 430 435 420 415 410 405 400 395 390 line ground Proposed 1.60 1 1.60 1 left of ground line at 13'-0" Approximate existing CL ground line at Approximate existing CL right of ground line at 13'-0" Approximate existing CL ground line Proposed Profile grade A C T U A L F I L E : P E . D G N Bridge length = 120'-0" 1.2611% CL Post (Typ.) Wingwall 1 Wingwall 2 Wingwall 4 Wingwall 3 TRANSITION" sheet See "THRIE BEAM TRANSITION" sheet See "THRIE BEAM G.19 RG3106-A " 2 1" = 131'-16 514 Spa. 9'-4 "2 12'-5 "2 12'-5 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 12 - A p r - 2 0 1 7 10 :0 1 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 NO.DATE BY REVISIONS NO.DATE BY REVISIONS AR A C T U A L F I L E : M 0 2 M T 2 1 0 ( 1 ) G N . D G N 2 GENERAL NOTES Construction: Design: DESIGN LOADING: Dead Loads: Live Loads: AASHTO HL-93; maximum dynamic load allowance, IM=33% MATERIALS: Design stresses: Concrete: Reinforcing steel: with 2015 Interim Revisions. AASHTO LRFD Bridge Design Specifications, 2014, 7th Edition on Federal Highway Projects, FP-14. Standard Specifications for Construction of Roads and Bridges DRAWING TITLE DRAWING INDEX DRAWING NO. GENERAL NOTES: SPECIFICATIONS: Prestressing steel: Bearings: GEOTECHNICAL REPORT: method A. durometer hardness. Bearings are designed according to AASHTO LRFD design Section 18.2 of the AASHTO LFRD Bridge Construction Specifications, with 60 Provide laminated elastomeric bearing pads conforming to the requirements of estimated losses of 23.48 ksi. The final estimated effective prestress force per strand is 38,840 lb based on Pre-tension each strand to a total load of 43,940 lb (f'si = 0.75*f's = 202,500 psi). steel conforming to AASHTO M 203. Furnish grade 270, 0.60" diameter, seven-wire, low-relaxation, prestressing No Scale Provide 2" cover for reinforcing steel unless otherwise noted. Provide standard hooks as defined by ACI SP-66 for bends unless otherwise noted. steel located or anchored in Class D(AE) concrete unless otherwise noted. Provide epoxy coated reinforcing steel for girders and all reinforcing Furnish reinforcing steel conforming to AASHTO M 31 or M 322, grade 60 deformed. Memorandum No. 20-16, dated 07-2016. For boring logs and other geotechnical information, see Geotechnical Future asphalt wearing surface: 25 psf Asphalt wearing surface: 25 psf Concrete: 150 pcf Prestressing Steel: Reinforcing Steel: Structural Steel: Class P (Prestressed) Concrete: Class D(AE) Concrete: Class A(AE) Concrete: RG3106-R RG3106-Q RG3106-P RG3106-O RG3106-N RG3106-M RG3106-L RG3106-K RG3106-J RG3106-I RG3106-H RG3106-G RG3106-F RG3106-E RG3106-D RG3106-C RG3106-B RG3106-A G.20 RG3106-B Approach Slab Details Epoxy Coated Reinforcing Steel Bar List Reinforcing Steel Bar List Thrie Beam Transition Bridge Railing Girder Details Interior Girder Top Flange Exterior Girder Top Flange Girder Sections Interior Girder Exterior Girder Typical Section and Framing Plan Abutment Wingwall Abutment Endwall Abutment Layout Foundation Layout General Notes Plan and Elevation Furnish preformed expansion material meeting the requirments of AASHTO M 213. grade 4 or 5. Furnish flexible cellular joint filler meeting the requirments of ASTM D1056, Type 2, " unless otherwise noted.4 3Chamfer exposed edges of all concrete Furnish Class A(AE) concrete for all other concrete. Furnish Class D(AE) concrete for approach slabs, curbs, diaphragms, and endwalls. Furnish Class P (Prestressed) concrete for precast decked bulb tees. fs = 270,000 psi fy = 60,000 psi fy = 50,000 psi f'ci = 7,500 psi at time of release f'c = 10,000 psi at 28 days f'c = 5,000 psi at 28 days f'c = 4,500 psi at 28 days 12 - A p r - 2 0 1 7 10 :0 1 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 12 - A p r - 2 0 1 7 10 :0 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 A C T U A L F I L E : F L . D G N 12 - A p r - 2 0 1 7 10 :0 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK 3 FOUNDATION LAYOUT Begin Bridge End Bridge 114'-0" CL CL Piles Abutment 2 &CL CL Piles Abutment 1 & N 2 ' - 1 0 " 2 ' - 1 0 " 4 S p a . @ 5 ' - 1 0 " = 2 3 ' - 4 " 2 9 ' - 0 " 3'-0" A A 2 ' - 1 0 " 2 ' - 1 0 " 4 S p a . @ 5 ' - 1 0 " = 2 3 ' - 4 " 2 9 ' - 0 " FACTOR RESISTANCE Abut. 1 Abut. 2 PILES LENGTH OF TOTAL ESTIMATED 0.65 LOCATION PILE DRIVING INFORMATION (kips/pile)* RESISTANCE BEARING NOMINAL COMPRESSIVE REQUIRED bearing resistance * Drive piles to the required compressive nominal ABUTMENT 2 FOUNDATION PLAN ABUTMENT 1 SECTION A-A SECTION B-B Min. Tip Elev. 358.70Min. Tip Elev. 324.70 ( T y p . ) 2 ' - 0 " m i n . 0.65 260 260 Notes: Provide 60° conical driving point (inside flange).3. Indicates Dynamic Load Test location.2. Indicates pile location.1. " = 1'4 1 B B Elev. 424.97 Elev. 423.54 StructureCL 102.27 ft 66.84 ft G.21 RG3106-C (Typ.) (See Note 3) filled with concrete 24" Ø x 0.75" steel pipe pile Closed-end NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 12 - A p r - 2 0 1 7 10 :0 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 A C T U A L F I L E : A B U T L A Y O U T . D G N 12 - A p r - 2 0 1 7 10 :0 3 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown ABUTMENT LAYOUT 1'-0" (Typ.) 1 2 ' - 8 " 14'-6"14'-6" 5'-8"5'-8"3 Spa. @ 5'-10" = 17'-6" 2'-9"2'-9"Girder spacing Girder DCL Girder ECL Girder CCL Girder BCL Girder ACL 5'-8"5'-8"" = 17'-6"8 73 Spa. @ 5'-9 Step spacing Weephole spacing CL Bearings Abutment & CL 1 ' - 8 " 3 ' - 4 " 1 ' - 4 " Begin/End Bridge StructureCLdrain pipe 3" Ø Perforated Girder ECL 3'-4" PLAN ELEVATION (Abutment 1 shown, Abutment 2 similar) SECTION A-A Scale: 1" = 1' " = 1'2 1Scale: (Abutment 1 shown, Abutment 2 similar) " = 1'2 1Scale: Notes: ABUT. 1 ABUT. 2 BEARING SEAT ELEVATIONS A B C D E GIRDER 1 ' - 6 " 3 ' - 6 " M i n . 4 Spa. @ 5'-10" = 23'-4" 2 ' - 9 " 4 (See Note 2) Geocomposite sheet drain (Typ. between abutment and wingwall) 1" Expansion jt. fill A A "8 53'-8 "8 53'-8 See Note 3 See Note 3 Girder DCL Girder CCL Girder BCL Girder ACL 428.47 428.59 428.71 428.59 428.47 427.04 427.04 427.15 427.15 427.27 Abut. 1 Elev. 424.97 Abut. 2 Elev. 423.54 2 ' - 0 " M i n . l a p 6" = 3'-6" 7 Spa. @ #5A1 (2 each) piles) (Typ. between #7A2 (Typ.) #5A3 (Typ.) #7A2 #7A4 #5A1 #5A5 piles) (Between (At piles) #5A7 5 S p a . @ 5 " = 2 ' - 1 " # 5 A 8 #7A2 #5A3 piles) between (Typ. #7A4 #7A2 #5A5 piles) (Typ. at #5A6 (Typ.) into pile) embed 3'-0" (4'-0" x 10", = 1 '-8 "@ 10 "2 S p a .(T yp .)#5 A 7 (Typ.) #5A8 (Typ.) #5A6 #5A6 "2 11'-4" = 2 15 3 Spa. @ (Typ. at ends) #5A1 (2 each) (Typ.) weephole 3" Dia. WINGWALL" sheet for details. surface of cap at shear block locations. See "ABUTMENT Cast shear block after girders have been set. Roughen 3. weep holes at face of abutment. perforated abutment pipe and daylight through Cap ends of pipe. Tie perforated wingwall pipes to perforated drain pipe behind wingwalls and abutment. Install continuous geocomposite sheet drain and 3" dia.2. and elevations. See "ABUTMENT WINGWALL" sheet for wingwall details 1. 2'-0" (Typ.) ( T y p . ) 2 ' - 0 " 3 " C l r . G.22 RG2106-D (Typ.) filled with concrete 24" Ø x 0.75" steel pipe pile Closed-end NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 11 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 11 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown 5 ABUTMENT ENDWALL A C T U A L F I L E : A B U T E N D W A L L . D G N StructureCL PLAN (Abutment 1 shown, Abutment 2 similar) " = 1'2 1Scale: VIEW A-A (Abutment 1 shown, Abutment 2 similar) " = 1'2 1Scale: 1'-2" 1"embedment into endwall Gdr. top flange bridge Begin/End 1'-0" 1 ' - 0 " 1 ' - 3 " 1 ' - 0 " sheet drain Geocomposite filler cellular joint 2" Flexible 2% 3" Ø WeepholeCL 1 ' - 6 " SECTION B-B " = 1'-0" 4 3Scale: A A CL Bearings Abutment & CL Girder ACL Girder B Girder CCL Girder DCL Girder ECL CL Shear block Shear block and wingwall) (Typ. between abutment 1" Expansion jt. fill #5EE6 (Typ.) StructureCL 9" = 3'-0" 4 Spa. @ (Typ.) #6EE9 #5EE1, #6EE7, 6"6"8" = 1'-4" 2 Spa. @ (Typ.) #6EE9 #5EE1, #6EE7, #5EE2 #5EE2 (11 Total) #5EE2 2 ' - 3 " M i n . l a p #5EE2 #5EE1 #5EE6 n.f. #5EE5, or #5EE4, #5EE3, Key: n.f. = near face f.f. = far face e.f. = each face (Typ. at girders) #6EE8 & #6EE9 #6EE9 #6EE8 #6EE7 or #6EE8 1 ' - 0 " 1 ' - 0 "2 '-2 "1'-4" " 8 3 1 ' - 6 "8 31'-6 1 ' - 0 " 1 ' - 0 " #6EE7 2 '-2 "" 8 3 1 ' - 6 "8 31'-6 2'-0" n.f. f.f. " 1 6 1 5 @ 1 0 3 S p a . 7 " 1 " d i a . h o l e s # 5 E E 5 , & # 5 E E 3 , # 5 E E 4 # 5 E E 3 #5EE3 webs) exterior girder (Typ. through # 5 E E 4 g i r d e r s ) b e t w e e n ( T y p . # 5 E E 5 #5EE5 webs) interior girder (Typ. through Abut. 1 Elev. 427.50 Abut. 2 Elev. 426.01 G.23 RG3106-E NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown ABUTMENT WINGWALL A C T U A L F I L E : A B U T W I N G W A L L . D G N 6 ELASTOMERIC STOP PAD DETAIL No Scale (8 req'd) 60 Durometer hardness " Elastomeric stop pad2 1 Notes: pads with approved cementitions adhesive prior to installation. Place elastomeric pads after constructing shear blocks. Coat2. Cast concrete for shear blocks after placement of girders.1. 3'-0" ELEVATIONS ELEV. 433.19 433.35 424.97 431.80 431.64 423.54 3 " V a r i e s 6 S p a . @ 9 " = 4 ' - 6 " # 5 W 1 e . f . 4 S p a . @ 9 " = 3 ' - 0 " # 5 W 2 e . f . 4 Spa. @ 1'-0" = 4'-0" #5W3 e.f. 1'-0"7 Spa. @ 1'-0" = 7'-0" #5W4 e.f. 4"4" #5W1 #5W2 3 ' - 0 " 4'-8" AA B C C D D B #5W3 #5W4 Elev. A Elev. C Elev. B WING. 1 & 2 WING. 3 & 4 A B C ELEVATION SECTION B-B SECTION A-A SECTION C-C SECTION D-D Key: n.f. = near face f.f. = far face e.f. = each face 1'-0"1'-0"10" = 3'-4" 4 Spa. @ = 3 ' - 0 " @ 1 ' - 0 " 3 S p a . "8 53'-8 (Typ.) #5A9 ( T y p . ) # 5 A 1 0 (Typ.) #5A10 Level #5A10 #5A9 (Typ.) 1 ' - 6 " ( m i n . ) Girder CCL " = 1'-0"8 3Scale: SHEAR BLOCK ELEVATION SHEAR BLOCK PLAN " = 1'-0"8 3Scale: Girder CCL " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: " = 1'-0"4 3Scale: (Typ.) stop pad, see detail " elastomeric2 1" Gap & 8 1 Endwall " 8 7 7 7 " G.24 RG3106-F NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown TYPICAL SECTION AND FRAMING PLAN 120'-0" 30'-0"30'-0"30'-0"30'-0"Diaphragm spacing Girder ACL CL CL CL CL Girder B Girder C Girder D Girder E CL (Typ.) Diaphragm Begin Bridge End Bridge CL Structure 1'-9" (Typ.) 1'-9" (Typ.) (Typ.) 6" Dia. blockout (See Note) Welded connection (Typ.) 29'-0" 1'-6"11'-0"11'-0"1'-6"2'-0" Shoulder Lane 2'-0" Lane Shoulder "4 12'-10 "4 12'-10"2 123'-3" = 8 74 Spa. @ 5'-9 "8 75 Eq. spa. = 4'-96"6" (Typ.) #6D1 (Typ.) #6D3 Dowels 2%2% membrane pavement over waterproof 2" Hot asphalt concrete Precast concrete deck girders CL Structure TYPICAL SECTION FRAMING PLAN A C T U A L F I L E : T Y P X S . D G N DIAPHRAGM ANCHOR BOLT " Thread2 11 1'-6" No Scale A-307 bolt 1" Dia. ASTM 8" 4"4" of non-shrink grout and topped with 1" layer with concrete diaphragms 6" Dia. Blockout poured "2 11 Clr. #5D2 1 0 " " 1 6 5 3 S p a . @ 1 0 CL CL CL CL Diaphragm Scale: 1" = 1' GIRDER PARTIAL ELEVATIONSECTION A-A Scale: 1" = 1' " = 1'16 3Scale: " = 1'2 1Scale: Note: spacing. FLANGE" sheets for welded connection TOP FLANGE" and "INTERIOR GIRDER TOP connection details. See "EXTERIOR GIRDER See "GIRDER DETAILS" sheet for welded A A (See detail) 1" Dia. anchor bolt (Typ.) #5D2 (Typ.) 2'-9" Min. lap (Typ.) G.25 RG3106-G7 (Typ.) #6D1 #6D3 dowels anchor bolts and @ diaphragms for 1" Hole & inserts NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 A C T U A L F I L E : E X T G I R D E R . D G N 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown EXTERIOR GIRDER 1 "(Typ.) 90° full width Sawtooth keys are SAWTOOTH KEY DETAIL No Scale 1 "3 ' - 6 " 3 ' - 6 " " 1 6 5 3 S p a . @ 1 0 " 1 6 1 5 = 2 ' - 6 1 " D i a . H o l e s "4 15'-8 "4 12 3" 5 Spa. @ 3" = 1'-3"8 Spa. @ 6" = 4'-0" #4GE10, #4GE13, #4GE14 #4GE14 #4GE13 #4GE10 4 " " 2 1 9 4 S p a . @ 6 " = 2 ' - 0 " # 4 G E 1 1 #4GE11 7'-0" #5GE1 or #5GE3 #5GE4 or #5GE5 (Typ.) #3GE12 hook (Typ.) provide 90° 10" #5GE3 bars & Extend #5GE1 & 3" 2 ' - 0 " Extend strands GirderCL (Typ.) #4GE10 #4GE11 (Typ.) #3GE12 CC GIRDER END ELEVATION SECTION C-C Scale: 1' = 1' Scale: 1' = 1' 59'-5" "4 15'-8 1'-0""4 3852 Spa. @ 1'-0" = 52'-0" #4GE10, #4GE13, #4GE14 span Symm. about "4 33 2'-5" 29'-5"30'-0"Diaphragm spacing 4 ' - 2 " 3 ' - 6 " 2 ' - 8 " CL Diaphragm CL CL Bearing 2'-8" 6" Elevation See Girder End (See Note 1) CL Lifting eye strands Extend (10) 0.60" Dia. Strands (8) 0.60" Dia. Strands (2) 0.60" Ø Strands (2) 0.60" Dia. Strands (Typ.) (See Note 2) & #4GE14 #4GE10, #4GE13 "8 512'-4 Deflect (4) 0.60" dia. strands HALF GIRDER ELEVATION " = 1'8 3Scale: (20 straight, 4 draped) 0.60" Dia. Strands both ends of girder and bend as shown at Extend circled strands 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2 " 1"1" CL Girder CL Girder Notes: sheet for diaphragm layout and details. See "TYPICAL SECTION AND FRAMING PLAN"2. Blockout full girder flange width at both ends.1. Draped strands (4) 0.60" Dia. SECTION B-B Scale: 1' = 1' VIEW A-A Scale: 1' = 1' A A B B keys Sawtooth (See detail) Length of girder = 118'-10" RG3106-H G.26 7 " 3 " 8 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 A C T U A L F I L E : I N T G I R D E R . D G N 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown INTERIOR GIRDER 1 "(Typ.) 90° full width Sawtooth keys are SAWTOOTH KEY DETAIL No Scale 1 "3 ' - 6 " 3 ' - 6 " " 1 6 5 3 S p a . @ 1 0 " 1 6 1 5 = 2 ' - 6 1 " D i a . H o l e s "4 15'-8 "4 12 3" 5 Spa. @ 3" = 1'-3"8 Spa. @ 6" = 4'-0" #4GE10, #4GE13, #4GE14 #4GE14 #4GE13 #4GE10 4 " " 2 1 9 4 S p a . @ 6 " = 2 ' - 0 " # 4 G E 1 1 #4GE11 7'-0" #5GE1 or #5GE3 #5GE4 or #5GE5 (Typ.) #3GE12 hook (Typ.) provide 90° 10" #5GE3 bars & Extend #5GE1 & 3" 2 ' - 0 " Extend strands GirderCL (Typ.) #4GE10 #4GE11 (Typ.) #3GE12 CC GIRDER END ELEVATION SECTION C-C Scale: 1' = 1' Scale: 1' = 1' 59'-5" "4 15'-8 1'-0""4 3852 Spa. @ 1'-0" = 52'-0" #4GE10, #4GE13, #4GE14 span Symm. about "4 33 2'-5" 29'-5"30'-0"Diaphragm spacing 4 ' - 2 " 3 ' - 6 " 2 ' - 8 " CL Diaphragm CL CL Bearing 2'-8" 6" Elevation See Girder End (See Note 1) CL Lifting eye strands Extend (10) 0.60" Dia. Strands (8) 0.60" Dia. Strands (2) 0.60" Ø Strands (2) 0.60" Dia. Strands (Typ.) (See Note 2) & #4GE14 #4GE10, #4GE13 "8 512'-4 Deflect (4) 0.60" dia. strands HALF GIRDER ELEVATION " = 1'8 3Scale: (20 straight, 4 draped) 0.60" Dia. Strands both ends of girder and bend as shown at Extend circled strands 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2" = 1'-6" 9 Spa. @ "2 13 "2 13 2 " 2 " 2 " 1"1" CL Girder CL Girder Notes: sheet for diaphragm layout and details. See "TYPICAL SECTION AND FRAMING PLAN"2. Blockout full girder flange width at both ends.1. Draped strands (4) 0.60" Dia. SECTION B-B Scale: 1' = 1' VIEW A-A Scale: 1' = 1' A A B B keys Sawtooth (See detail) Length of girder = 118'-10" RG3106-I 9 G.27 7 " 3 " NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 12 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK 1" = 1' GIRDER SECTIONS A C T U A L F I L E : G I R D E R S E C T . D G N Notes: ESTIMATED QUANTITIES Concrete reinforcing steel Expoxy coated 0.6" Ø Strands One beam only Cu. Yd. Lbs. Ln. Ft. Int. Girder Ext. Girder 5315 5770 2870 2870 29.1 29.1 GIRDER TOP FLANGE" sheets for top flange and curb bars. See "EXTERIOR GIRDER TOP FLANGE" and "INTERIOR 5. Thicken flange at both ends to compensate for final camber.4. to placing overlay. flange and fill with an approved non-shrink grout prior After erection, cutoff lifting loops 1 inch below top of3. ".4 1Estimated camber after placing overlay and railing = 23. ".4 3Estimated camber at release of strands = 12. shortening due to prestressing. " longer than shown to allow for4 1Cast girders 1. A B B C MARK DIMENSION #5GE1 REINFORCING STEEL SCHEDULE A E G G D HF 22'-4" 2 TYPE K #5GE2 #5GE3 #5GE4 #5GE5 #5GE6 #5GE7 #5GE8 #4GE9 #4GE10 #3GE12 #4GE14 STR B C C D O K H O F H D C E B C B D E B G A B A G Type 51 Type T9 Type 81 Type 54 60'-0" Type 2 10"43'-0" Type 1 "2 15'-9 6 " 3 " 2 " " 8 3 7 2 ' - 9 " 6 " 3 " "2 11'-7 2" 3 ' - 1 1 " (Typ.) #5GE2 #5GE6 CLGirder #5GE8 #4GE10 2'-1" 6""2 19 #4GE13 #5GE2 "8 15'-9 CLGirder 3 " 2 " " 8 3 7 2 ' - 9 " 6 " 3 " "2 11'-7 2" #5GE8 6 " 3 ' - 1 1 " 6""2 19 #4GE13 #5GE2 2'-1" #4GE10 (Typ.) #5GE2 #5GE7 2 " C l r . (Typ.) #5GE3 #5GE1 or #5GE6 1 " C l r .(Typ.) #5GE5 #5GE4 or #5GE8 (Typ.) #4GE11 (Typ.) #3GE12 1" Clr. (Typ.) #4GE11 #4GE11 #5GE5 #5GE4 or #5GE5 #5GE4 or 1 " C l r . ( T y p . ) (Typ.) #3GE12 #4GE11 (Typ.) #4GE11 1" Clr. (Typ.) #4GE11 #5GE5 #5GE4 or 1 " C l r . ( T y p . ) 2 " C l r . #5GE7 #5GE8 1 " C l r . (Typ.) #5GE3 #5GE1 or (Typ.) #5GE5 #5GE4 or CL Girder 2 " C l r . ( T y p . ) #4GE9 2.0% 2.0%2.0% 2.0% INTERIOR GIRDER MIDSPAN EXTERIOR GIRDER MIDSPAN INTERIOR GIRDER END EXTERIOR GIRDER END #4GE14 #4GE14 #4GE10 #4GE14 #4GE13 #4GE9 #5GE5 #5GE4 or #4GE14 #4GE13 #4GE10 2 10" STR 5'-8" STR 51 "8 14'-2"2 11'-1 4""2 14 STR 43'-0" 22'-4" 6'-10"STR#4GE11 T9 4"4"4" 54 "2 111"2 111 4"4""4 33 "4 33#4GE13 81 5'-8""2 12'-0"4 33"2 19 "2 19"4 32'-0 1 5'-8"7" 2 4"4"4" G.28 RG3106-J10 curb location (Typ.) Roughen surface under CL Girder Type S5 A G B D C S5 8"1'-0"1'-0"1'-0""4 11'-2 8" (Girder "E" shown, Girder "A" similar)(Girder "D" shown, Girders "B" and "C" similar) (Girder "D" shown, Girders "B" and "C" similar)(Girder "E" shown, Girder "A" similar) G i r d e r s " B " a n d " D " 6 " G i r d e r " C " 2.0%2.0%Girder "C" Girder "D" and "B" NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 13 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 13 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown EXTERIOR GIRDER TOP FLANGE A C T U A L F I L E : E X T T O P F L A N G E . D G N 12 Spa. @ 3" = 3'-0" 6 Spa. @ 6" = 3'-0" (#5GE7, top) (#5GE8, bot.) 8"3" 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars) 118'-10" 116 Spa. @ 1'-0" = 116'-0" 3"8" 12 Spa. @ 3" = 3'-0" (#5GE7, top) 6 Spa. @ 6" = 3'-0" (#5GE8, bot.) 220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars) 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 118'-10" 23 Spa. @ 5'-0" = 115'-0" #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 # 5 G E 2 # 5 G E 2 #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 3'-0" Min. lap (Typ.) M a t c h l i n e M a t c h l i n e GirderCL spacing connection Welded EXTERIOR GIRDER PLAN flange-top bars similar. bars shown. Top flange-bottom bars and top splices in top and bottom flanges. Top flange-top Alternate all longitudinal bars to avoid adjacent Note: BOTTOM FLANGE PLAN "4 12 3" = 1'-3" 5 Spa. @ (Typ.) " Chamfer4 3 #4GE14 #4GE13 & Scale: 1" = 1' " = 1'8 3Scale: 1'-5" 23 Spa. @ 5'-0" = 115'-0" spacing connection Welded 1'-5" 3"8" 8"3"116 Spa. @ 1'-0" = 116'-0" #4GE9 (Curb tie spacing) #4GE9 (Curb tie spacing) (Girder E shown, Girder A similar) EXTERIOR GIRDER PLAN " = 1'8 3Scale: (Girder E shown, Girder A similar) G.29 RG3106-K11 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 2 0 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 2 0 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown INTERIOR GIRDER TOP FLANGE A C T U A L F I L E : I N T T O P F L A N G E . D G N 12 Spa. @ 3" = 3'-0" 6 Spa. @ 6" = 3'-0" (#5GE6, top) (#5GE8, bot.) 8"3" 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars) 118'-10" 1'-5"23 Spa. @ 5'-0" = 115'-0" 3"8" 12 Spa. @ 3" = 3'-0" (#5GE6, top) 6 Spa. @ 6" = 3'-0" (#5GE8, bot.) 220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars) 110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars) 118'-10" 1'-5"23 Spa. @ 5'-0" = 115'-0" #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 # 5 G E 2 # 5 G E 2 #5GE1 (Alternate with #5GE3) (Alternate with #5GE1) #5GE3 3'-0" Min. lap (Typ.) M a t c h l i n e M a t c h l i n e GirderCL spacing connection Welded spacing connection Welded INTERIOR GIRDER PLAN INTERIOR GIRDER PLAN flange-top bars similar. bars shown. Top flange-bottom bars and top splices in top and bottom flanges. Top flange-top Alternate all longitudinal bars to avoid adjacent Note: BOTTOM FLANGE PLAN "4 12 3" = 1'-3" 5 Spa. @ (Typ.) " Chamfer4 3 #4GE14 #4GE13 & Scale: 1" = 1' " = 1'8 3Scale: " = 1'8 3Scale: G.30 RG3106-L12 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 13 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 A C T U A L F I L E : G I R D E R D E T . D G N 17 - M a r - 2 0 1 7 10 : 13 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK No Scale GIRDER DETAILS "2 1 " 2 1 1 " 2 1 1 " 2 1 1 " Chamfer4 3 1" or until grout reaches design strength. After pouring, water cure grout for 72 hours wetted for 24 hours prior to placing grout. strength non-shrink grout. Keep keyways Fill longitudinal flange keys with high "2 11 (Typ.) Girder flange " Ø Backer rod8 5 " Gap2 1 FLANGE KEY DETAIL FLANGE KEY BETWEEN CONNECTIONS non-shrink grout Fill with high strength5" "4 12 " x 4" P4 3" x 24 3 L 2 " 1 " (Typ.) x 8" Welded studs " Ø 2 1(2) (Typ.) x 6"8 3L2x2x " Gap2 1 SECTION A-A (Typ.) Welded stud " Ø x 8"2 1 " x 6"8 3L2x2x " x 4" P4 3" x 24 3 L (Typ.) "4 1 1 " 4 " 6 " 1 " A A 3 0 ° ( T y p . ) WELDED CONNECTION DETAIL (Typ.) anchors "Ø x 4" Welded 2 1 2'-1" 1 ' - 1 " " 2 1 4 2 " " 2 1 4 2 " BEARING PLATE PLAN "2 14 8"8""2 14 chamfer Match girder 1 " BEARING PLATE ELEVATION (10 Req'd) BearingCL 1 ' - 0 " 2'-0" GirderCL BEARING PAD PLAN " Clr. all4 1 around BEARING PAD ELEVATION (10 Req'd) Note: Grade 3 or higher. bearing pads. Provide 60 Durometer hardness, elastomer Conform to AASHTO M 251 for steel reinforced elastomeric " 8 7 1 (3 total per pad) " Steel shim moulded securely to pad8 1 6 " 6 " "2 1& 2 inner layers @ "4 12 Layers (top & bottom) @ G.31 RG3106-M13 NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 13 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 NO.DATE BY REVISIONS NO.DATE BY REVISIONS BRIDGE RAILING NOTES: C PostL B B 1 ' - 2 " " 2 1 2 " 2 1 2 2" Leveling nuts C Post 2"2" L " rails16 5TS 5"x5"x " rails16 5TS 5"x5"x L L L L Scale: 1" = 1'-0' 4 " BRIDGE RAILING 2 11 W8x24 Post 1 ' - 2 " 9" Scale: 1" = 1'-0' TYPICAL SECTION VIEW A-A A A Post " 2 1 1 5 " 5 " " 2 1 1 "2 11"2 14"2 14"2 11 1'-0" 1 ' - 1 " P 1'-0" x 1'-1" x 1"L LC Post 5" "4 31 " 4 1 1 Roadway Side " 4 1 1 " 2 1 2 member Rail tube 5 " 1"* "2 15 4"assure proper fit. to galvanizing to Grind all edges prior "4 14 " 4 1 4 L 9 " RAIL SPLICE END SECTION Scale: 1" = 1'-0'Scale: 1" = 1'-0' " rails16 5TS 5"x5"x VIEW B-B RAIL CAP DETAILS RAIL SPLICE DETAILSBASE PLATE DETAILS "8 12 " PL WASHER "C"4 1 Post W8x24 Post W8x24 9 " * 1" Gap unless noted otherwise on detail plans. As Shown 9 " 16 13 1 " 1 " 2 " "2 11 "16 5 L BASE WELD STUD DETAIL Not to scale Not to scale Not to scale Not to scale Not to scale "2 16 "2 16 " 2 1 4 " 2 1 4 1 ' - 0 " " 2 1 1 (Typ.) ( T y p . ) 5""2 115" 5" 5 " " 2 1 2 " 2 1 2 "16 5TS 5"X5"X locking nuts or nuts and jam nuts. Install angle with washers and self Not to scale ANCHOR PLATE DETAIL 2'-6" max. #4GE9 (Typ.) 9 " Tack weld plate to bolt head. See "ANCHOR PLATE DETAIL", DETAIL" See "RAIL SPLICE DETAILS" See "RAIL CAP " rails16 5TS 5"x5"x "8 1" x 2" x 24 1L P " to provide zinc drains.4 3corners ", cope4 3" x 44 3" x 416 3L P "x1'x1'-1"8 3L P (Typ.) 8 7 8 14 - 1 1'-1" nut 1-lockwasher with 1-plate washer-c stud 2" long with " Galvanized4 3 slotted holes in Post (Typ.). " horizontally2 1& C 1" x 1 weld base studs on rails 4 3C and 2-flat washer (Typ.). fully threaded with 2 nuts 8 72 - DETAIL" See "BASE WELD STUD weld base studs on rails 4 3C (Typ.) Holes Post (Typ.). horizontally slotted holes in " 2 1studs on rails & C 1" x 1 4 3C connections. studs on each rail cap at guardrail 4 32- "4 11 "8 7 1'-5"1" 2 " " 2 1 2 "2 14 "2 14 Typ. " P8 3from Make splice tube "16 3 "16 3 TRANSITION" Dwg. CONNECTION ANGLE" ON "THRIE BEAM Leg of connection angle. See "DETAIL A - "8 3 Typ. Tube sliding fit Bent P SpliceL structure. railing. The completed installation shall not reflect any unevenness in the girder profile. Contractor shall furnish steel shim plates as required to align All rail Posts shall be set vertically and the railing erected parallel to the ERECTION: No field cutting or welding is permitted unless approved by the CO. GROUT: Use grout that has a minimum 24 hours f'c of 3,000 psi. on the plans. With rails continuous over two or more posts. RAIL SPLICE ASSEMBLIES: Rail splice assemblies must be provided as shown shall be fabricated before being galvanized. stud bolts shall conform to ANSI/AASHTO/AWS. All steel AASHTO/AWS, and shall be by a certified welder. Welding for welded to the CO for approval prior to fabrication. Welding shall conform to the ANSI/ FABRICATION: Structural steel shall be shop fabricated. Submit shop drawings hot-dip galvanized after fabrication in accordance with AASHTO M 111 or M 232. to ASTM A500 or A501, Grade B. All components of the bridge rail shall be shall conform to ASTM A36. Structural tubing for rails shall conform MATERIALS: Steel Posts, base plates, plate washers, and splice sleeves GENERAL: The Alaska Multi-State Rail meets the TL-4 performance criteria. A C T U A L F I L E : R 1 4 _ W A _ 9 1 4 2 0 ( 1 ) _ B r i d g e _ R a i l i n g . D G N G.32 RG3106-N14 1-lockwasher and 1-nut. with 1-plate washer "C", weld base stud x 2" long 4 3Threaded Notes: from approach slab curb into bridge curb. reinforcement. Place curb reinforcement continuously adjacent splices similar to longitudinal deck 3. Alternate longitudinal curb reinforcement to avoid TOP FLANGE" sheets for curb reinforcement. 2. See "GIRDER SECTIONS" and "EXTERIOR GIRDER " above finish grade.2 11. Set top of Post 2'-8 hole (Typ.). See detail. to completely cover slotted " PL washer "C", positioned4 1 washer (Typ.). " PL 4 1w/ lock washer and 4 3Hex nut for (Typ.) (See Note 3) #4CE2 (19'-8" long) spliced 2'-0" with 2 - #4CE1 (60'-0" long) " Clr.2 11 AR STATE PROJECT SHEET NO. REGION PW WA WA JEFF 91420(1) PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY AR George Choubah BRIDGE DRAWING of DATE March 2017 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK CANYON CREEK BRIDGE DRAWING NO. 18 NOT FOR CONSTRUCTION PRELIMINARY OLYMPIC NATIONAL PARK CANYON CREEK BRIDGE 17 - M a r - 2 0 1 7 10 : 13 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 NO.DATE BY REVISIONS NO.DATE BY REVISIONS THRIE BEAM TRANSITION No scale connector Thrie beam terminal connector Thrie beam terminal back of plate Bolt flush with "2 1 "8 1 DETAIL E SECTION A-A " 8 5 7 " 4 1 1 ' - 9 " 2 1 2 7 " " 8 1 4 " 4 1 2 W8x15 DETAIL F - STEEL BLOCKOUT " 2 1 1 " 2 1 6 " 8 5 7 " 8 1 7 " 4 1 1 ' - 9 "4 31 3" "4 1L 5"x3"x Rail cap 5" "2 11 "4 31 " 4 1 1 " 2 1 2 " 2 1 1 1 " 2 1 2 5 " " 4 3 1 ' - 1 0 DETAIL A - CONNECTION ANGLE "2 11'-2 "2 11'-4"2 11 "2 12'-8 " 2 1 1 "2 19 8"3" vertical leg angle (Typ.) "431'-3 3:1 slope plate Transition "16 3 "8 3L 4"x4'x SECTION C-C "2 11 "2 11'-2 "2 11'-4" 2 1 1 4 " "2 12'-8 plate Transition " Plate8 3 "16 3 plate Guardrail connection VIEW D-D "2 1 "2 14 " 4 1 4 " 4 3 8 1 ' - 1 0 "9 " plate connection Guardrail DETAIL B - GUARDRAIL CONNECTION PLATE "8 31'-1 " 8 3 3 " 1 6 1 3 3 " 1 6 1 3 3 " 8 3 3 1 1 " 1 1 " CC D D "2 12 4"4""8 72 G C plate connection Guardrail Transition section Thrie beam to W-beam Two Class A elements, See Note 3 3"L End of rail cap connector Thrie beam terminal Transition plateA A blockout (Typ.) 6"x8"x14" wood (Typ.) W6x9 steel post "4 117'-2 3'-9" max.C End rail postL PLAN ELEVATION 5. This design approved for NCHRP 350, TL-4. Adjust guardrail bolts for sliding fit. " horizontal slot in approach guardrail.2 14. Provide 4 3. Lap approach guardrail to prevent snags from oncoming traffic. 2. Conform to G-00, G-04S, G-25S for all guardrail details not shown. steel to conform to ASTM A709 Grade 36. AASHTO M 180. All H.S. Bolts conform to ASTM A325. All other 1. All guardrail and guardrail connection hardware to conform to Notes: " 8 3 2 " 8 5 7 " 8 5 7 1 ' - 8 " 8"2"3""4 14 "4 14 "2 18 "4 31'-10"4 17 THRIE BEAM TERMINAL CONNECTOR ( T y p . ) 2'-6" 3" " 8 3 3 " 1 6 3 6 " 8 5 7 " 1 6 3 6 slot (optional) " post bolt2 1"x 24 3 " slots8 1" x 132 29See Note 4 8 5 connection plate " Guardrail 2 1 "4 3"x9"x1'-32 1 Transition plate H.S. bolts and nuts 8 7 C "2 1" = 9'-42 13 Spa. @ 3'-1 "4 3" = 7'-94 35 Spa. @ 1'-6 holes (Typ.) " Slotted 4 1"x18 7 jam nut locking nut or nut and with washers and self 8 7 CL 13 16 (4 total each flange) STEEL BLOCKOUT" (Typ.) See "DETAIL F - W8x15 steel blockout "2 11'-2 Nested (2) Thrie beam rail CONNECTION ANGLE" See "DETAIL A - Connection Angle, CONNECTION PLATE" See "DETAIL B - GUARDRAIL Guardrail connection plate, See "DETAIL E" 8 7for Drill and tap 4 holes "16 3 "16 3 (Typ.) Slotted holes "2 1"x14 3 End of rail cap A C T U A L F I L E : R 1 5 _ W A _ 9 1 4 2 0 ( 1 ) _ T h r i e _ B e a m _ R a i l . D G N AR G.33 RG3106-O15 STATE PROJECT SHEET NO. REGION PW WA WA JEFF 91420(1) PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY AR George Choubah BRIDGE DRAWING of DATE March 2017 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK CANYON CREEK BRIDGE DRAWING NO. 18 NOT FOR CONSTRUCTION PRELIMINARY OLYMPIC NATIONAL PARK CANYON CREEK BRIDGE 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS No Scale 16 RG3106-P REINFORCING STEEL BAR LIST TO BE PROVIDED G.34 A C T U A L F I L E : R E B A R . D G N NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS No Scale 17 RG3106-Q REINFORCING STEEL BAR LIST TO BE PROVIDED G.35 A C T U A L F I L E : R E B A R E P O X Y . D G N EPOXY COATED NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 17 - M a r - 2 0 1 7 10 : 5 2 A M M :\ P R O J E C T S \ _ A C C E S S \ W A \ W A _ J E F F _ 9 1 4 2 0 ( 1 ) \ B r i d g e \ M i c r o s t a t i o n \ B r i d g e D e s i g n F i l e s \ 0 _ 0 P R O J E C T S .d g n NO.DATE BY REVISIONS NO.DATE BY REVISIONS BSK As Shown APPROACH SLAB Notes: 8'-0" (Cu. Yd.) Concrete (Lbs.) Steel Reinf. Slab Length ONE APPROACH SLAB ESTIMATED QUANTITIES FOR Width Joint * Does not include dowels '' 2 11 Slab Width 2080 8'-0" #5APE3 (Top & bottom) 2 9 ' - 0 " 3 " 6 " 2 8 S p a . @ 1 ' - 0 " = 2 8 ' - 0 " 5 7 S p a . @ 6 " = 2 8 ' - 6 " # 5 A P E 2 ( B o t t o m ) # 5 A P E 1 ( T o p ) #5APE4 (Typ.) #5APE5 8'-0" 7 Spa. @ 1'-0" = 7'-0" #5APE3 (Top & bottom) 6"3" " Jt.2 11 1'-0" " 2 1 2 ' - 3 1 ' - 0 " #5APE1 #5APE2 3'-0" #5APE6 #5APE5 Match with #5APE5 1'-0" spaced @ (10 Total) #5APE4 3 " C l r . 3 " C l r . " 2 1 2 C l r . sheeting Polyethylene 10 mil 95% compacted grading D, 6" Aggregate base See Detail A See Detail B "2 1 " 4 3 1 " 8 3 sealer silicon joint Low modulus Backer rod " Dia.4 3 Sleeper slab Approach slab joint material Preformed expansion "4 1 Bridge Begin/End to AASHTO M282 sealant conforming elastomeric joint 2" Deep hot poured joint material Preformed expansion Approach slab Endwall 10"10" See Detail A CL Structure Begin/End Bridge See Detail C surface level Roughened Approach slab grading D 6" Aggregate base Wingwall material expansion joint Preformed Curb Wingwall "2 1 material expansion joint Preformed B B B B A A PLAN DETAIL A DETAIL B DETAIL C SECTION A-A SECTION B-B ASPHALT PLUG JOINT felt roofing paper 30 lb. Double layer with predrilled holes at 12" maximum. butted segments. Centered over joint Galvanized plate, placed in 4'-0 long " x 8" AASHTO M270 Grade 364 1 Aggregate/Binder " = 1'8 3Scale: Scale: 1" = 1' Scale: 1" = 1' No Scale No Scale No Scale No Scale A C T U A L F I L E : A P P R O A C H S L A B . D G N surface 2" Hot asphalt wearing surface Hot asphalt wearing G.36 RG3106-R18 (Typ.) #4CE1 or #4CE2 #4GE9 (Match with #5APE3) #4GE9 (Typ.) details. See "ABUTMENT LAYOUT" sheet for dowel reinforcement2. reinforcement details. FLANGE," and "BRIDGE RAILING" sheets for curb See "GIRDER SECTIONS," "EXTERIOR GIRDER TOP1. 29'-0"14 treated both sides) " sheets,16 1gasket (2 - Compressed synthetic sheet approach slab total width of polystyrene, 6" x 6" Expanded NOT FOR CONSTRUCTION PRELIMINARY PROJECT TEAM LEADER BRIDGE DRAWING of DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO.DATE BY REVISIONS NO.DATE BY AR George Choubah March 2017 STATE PROJECT SHEET NO. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION OLYMPIC NATIONAL PARK REGION CANYON CREEK BRIDGE DRAWING NO. PW WA WA JEFF 91420(1) 18 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 FOOTNOTE: MITIGATION QUANTITIES STABILIZATION AND HABITAT TABULATION OF BANK [1] [2] [3] H.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 - T a b u l a t i o n . d g n WA JEFF 91420(1) 1 0 : 1 6 A M 2 5 M a y 2 0 1 7 C . C o n r a d - - / - - - - 0 5 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : (CHANNEL PLUG) pay item. Subsidiary to the 64703-8000 MITIGATION, BANK STABILIZATION Stabilization (Wood Buffer w/ Dolosse) unit. assumes 4 deflector log bundles with dolos per Mitigation Bank Provide additional deflector log bundles with dolos as needed. Quantity (WOOD BUFFER w/ DOLOS) pay item. Subsidiary to the 64703-8000 MITIGATION, BANK STABILIZATION CULVERT QUANTITIES TABULATION OF MP 4.0 AOP H.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 - T a b u l a t i o n 4 . d g n WA JEFF 91420(1) 8 : 3 0 A M 2 5 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 245 245 245 2 4 5 2 4 5 2 4 5 2 4 5 245 2 4 5 2 4 5 245 2 4 5 245 2 4 5 245 245 245 2 4 5 2 4 5 245 2 4 5 2 4 5 2 4 5 245 245 245 245 245 245 2 4 5 245 245 245 2 4 5 2 4 5 245 245 2 4 5 2 4 5 2 4 5 245 245 245 245 245 2 4 5 245 2 4 5 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 250 250 250 250 250 250 250 250250 250 2 5 5 255 255 2 5 5 2 5 5 255 255 2 5 5 255 255 255 255 2 5 5 260 260 2 6 0 2 6 0 260 260 260 260 2 6 0 260 2 6 0 2 6 0 2 6 0 260 260 2 6 0 260 2602 6 0 260 260 260 2 6 0 260 2 6 0 2 6 0 2 6 0 2 6 0 260 260 260 2 6 0 260 260 260 2 6 0 260 260 260 2 6 0 2 6 0 2 6 0 260 260 2 6 0 2 6 0 260 2 6 0 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 265 265 265 2 6 5 2 6 5 265 265 265 265265 265 265 265 2 6 5 2 6 5 2 6 5 265 265 2 6 5 265265 270 270 2 7 0 2 7 0 2 7 0 2 7 0 2 7 0 270 270 270 275 280 CP 14102 CP 14101 1 0 1 5 N Existing road Existing pavement edge LC Stream bank toe Wood buffer Existing road surface Start wood buffer Sta. 11+58.52, RT 145.04' End wood buffer Sta. 15+39.03, RT 45.76' 50 year water surface profile Flow Existing river bed contour CUYD EXC. CUYD EMB. 17+0016+0014+0013+0011+0010+00 12+00 15+00 255 245 235 265 255 245 235 265 240 250 260 270 240 250 260 270 30'± 30'± Start wood buffer Sta. 9+63.45, RT 216.86 6 Wood Buffer w/ Dolosse units Temporary work pad H.3 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e a . d g n WA JEFF 91420(1) 8 : 0 2 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : A A A A A A 2 4 0 240 245 2 4 5 2 4 5 2 4 5 2 4 5 245 245 245 2 4 5 245 2 4 5 245 250250 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 250 250 2 5 0 2 5 0 2 5 0 2 5 0 250 250 250 250 250 250 250 2 5 0 250 2 5 0 2 5 0 250 255 255 255 2 5 5 255 255 255 255 2 5 5 260260 2 6 0 260260260 260 260 260 265 265 2652 6 5 265265 265 265 265 270 270 270 270 270 2 7 0270270270 270 270 2 7 0 270 270270 2 7 0 2 7 0 270 275 275 275 275 275 2 7 5 275 275275275275 280280280 2 8 0 2 8 0 280280 280280280 285285 2 8 5 2852 8 5 2852 8 5 2 8 5 285 285 290 2 9 0 2 9 0 290 290 290 2 9 5 2 9 5 295 2 9 5 3 0 0 300 300 300 3 0 5 305 310310 CUYD EXC. CUYD EMB. 235 245 255 265 275 35+0030+00 31+00 32+00 33+00 34+00 36+00 37+00 38+00 235 245 255 265 275 Existing ground N Existing road Existing pavement edge LC 50 Year water surface profile Stream bank toe Wood buffer Existing river bed contour Flow 280 270 260 250 240 280 260 250 240 270 Start wood buffer RT 48.04' Sta. 30+93.41, RT 78.43' Sta. 38+21.38, CP 14105 UP T T T UP 14105 321 T T T 3 0 3 5 2 Wood Buffer w/ Dolosse units 3 Wood Buffer w/ Dolosse units 2 Wood Buffer w/ Dolosse units H.4 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e b . d g n WA JEFF 91420(1) 8 : 0 4 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : Temporary work pad A A A A AA A CP 14106 T UP T T CP 14106 T T T 4 0 4 5 CUYD EXC. CUYD EMB. 235 245 255 265 275 43+0038+00 39+00 40+00 41+00 42+00 44+00 45+00 46+00 235 245 255 265 275 Existing ground N Existing road Existing pavement edge LC 50 Year water surface profile Stream bank toe Wood buffer Existing river bed contour Flow 280 270 260 250 240 280 260 250 240 270 Sta. 38+52.31, RT 75.17' Sta. 45+85.33, RT 65.54' 32' ± 245 245 2 4 5 245 245 2 4 5 2 4 5 245 2 4 5 2 4 5 2 4 5 2 4 5 245 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 250 250 250250 250 250 250 2 5 0 250 2 5 0 2 5 0 250250 2 5 0 2 5 0 255 255 255 255 255 255 255 255 2 5 5 2 5 5 2 5 5 2 6 0 260 260 260 260260 260 260 2 6 5 2 6 5 265 265265265 265 265 265 2 6 5 265 2 7 0 270 270270 270 270270 270 270 270 2 7 0 270 275 275 275 275 275 2 7 5 2 7 5 275 275 2 8 0 280 280 2 8 0 280 280 280 280 280 285 285 2 8 52852 8 5 2 8 5 285 285 285 285 290 2 9 0 290 290 2 9 0 2 9 0 290 290 2 9 0 2 9 0 295 2 9 5 295 295 2 95 295 2 9 5 295 2 9 5 2 9 5 295 3 0 0 300 300 3 0 0 300 300 300 3 0 0 300 300 305 305 3 0 5 3 0 5 305 3 0 5 3 0 5 305 305 3 0 5 305305 310 3 1 0 310 3 1 0 3 1 0 310 3 10 310 315 315 3 1 5 315 315 320 3 2 0 320 325 3 2 5 330 3 3 0 330 335 3 3 5 335 340 3 4 0 3 4 0 3 45 3 4 5 345 3 5 0 3 5 0 3 5 5 3 5 5 3 6 5 3 6 5 370 3 7 0 380 3 Wood Buffer w/ Dolosse units 4 Wood Buffer w/ Dolosse units Temporary work pad H.5 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e c . d g n WA JEFF 91420(1) 8 : 0 8 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : A A A A AA A A A 245 245 2 4 5 2 4 5 2 4 5 2 4 5 2 4 5 245 245 245 2 4 5 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 250 2 5 0 250250 2 50 250250 250 250 250 2 5 5 255 255 255 2 5 5 255 255 255 2 5 5 255 255 2 5 5 2 5 5 255 255255255255255255260 260 260 2 6 0 260 2 6 0 260260 260 260260265 265 265 265 265 2652652 6 5265265265 2 6 5 2 6 5 270 270 270 270 270 270 2 7 0 2 7 02702702 7 5 275 275 275 2752752752752752 8 0 2 8 0 280 280 280 280 2 8 0 280285 285 285 2 8 5 285 2 8 5 285 285 2852 9 0 290 290 2 9 0 290 290 290 2 9 0 295 2 9 5 295 2 9 5 295 295 295 295 300 300 3 0 0 300 300 300 3 0 0 3 0 0 300 305 305 3 0 5 305 3 0 5 305 305 3 0 5 3 1 0 3 1 0 310 3 1 0 310 310 310 3 1 5 315 3 1 5 315 315 320 3 2 0 320 3 2 0 320 320 325 325 3 2 5 325 330 3 3 0 330 330 335 335 335 335 340 340 340 3 4 0 3 4 5 345 345 350 3 5 0 3 5 0 355 355 3 6 0 360 3 6 5 3 7 0 3 7 0 3753 8 0 260 265265265265 265 2 6 5 270 270270270275275280280285285A A A A A A A A A CP14107 CP14108UPTTTUP1410714108TTT5 0 CUYD EXC. CUYD EMB. 51+0046+00 47+00 48+00 49+00 50+00 52+00 53+00 54+00 235 235 Existing road Existing pavement edge LC 50 Year water surface profile Stream bank toe 255 265 245 275 275 265 255 245 End wood buffer Sta. 53+50.46, RT 75.27' Existing road surface Existing river bed contour Flow 280 270 260 250 240 280 260 250 240 270 10' Sta. 46+19.67, RT 64.59' Wood buffer Proposed 16' X 16' AOP culvert Proposed 16' X 16' AOP culvert 10' 4 Wood Buffer w/ Dolosse units3 Wood Buffer w/ Dolosse units Temporary work pad H.6 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e d . d g n WA JEFF 91420(1) 8 : 3 0 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : N 365 3 3 0 335 335 340 3 4 5 350 355 355 355 360 360 3 1 0 3 1 0 310 310 310 3 1 0 3 1 0 3 1 0 3 1 0 310 3 1 0 3 1 0 3 1 0 310 310 310 310 310 310 310 3 1 0 310 3 1 0 3 1 0 3 1 0 310 310 310 310310 310 3 1 0 3 1 0 310 310 310 3 1 0 310 310 3 1 5 3 1 5 3 1 5 315315 315 3 1 5 3 1 5 315 3 1 5320 3 2 0 320 320 320 320 320 320 3 2 0 320 325 3 2 5 3 2 5 3 2 5 325 325 325 325 325 3 2 5 3 2 5 325 325 325 325 3 3 0 330 330 330 330330 3 3 0 330 3 3 0 3 3 0 3 3 0 330 330 330 330 330330 330 330 330 330 335 3 3 5 335335 335 335 335335 3 3 5 335 3 3 5 335 3 4 0 340 340 340 340 3 4 0 3 4 0 3 4 0 3 4 0 340 340 3 4 5 345 3 4 5 3 4 5 3 4 5 345 3 4 5 3 4 5 345 345 350 350 350 3 5 0 3 5 0 3 5 0 350 350 3 5 5 3 5 5 355 355 3 5 5 3 5 5 3 6 0 3 6 0 360 3 6 0 3 6 0 365 370 370 375 CP 14203 CP 14204 T T 8 5 3 Wood Buffer w/ Dolosse units Existing pavement edge End wood buffer Sta. 83+52.32, RT 59.83' Wood buffer Existing river bed contour surface profile 50 Year water Existing road surface Stream bank toe 30' ± 3 0' ± Start wood buffer Sta. 79+93.79, RT 128.59' Line to be constructed N Flow F l o w Temporary work pad 77+00 H.7 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e e . d g n WA JEFF 91420(1) 8 : 2 4 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 320 300 330 340 350 310 290 360 370 320 300 330 340 350 310 290 360 370 79+00 80+00 81+00 82+00 83+00 84+00 84+0078+00 A A A CP 14206 Existing road Start wood buffer Sta. 97+57.95, RT 75.33' Existing pavement edge Wood buffer Stream bank toe surface profile 50 Year water Existing road surface End wood buffer Sta. 98+46.74', RT 94.17' Existing river bed contour N Fl o w 1 Wood Buffer w/ Dolosse units H.8 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e f . d g n WA JEFF 91420(1) 8 : 2 3 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 101+00 340 350 360 CUYD EXC. CUYD EMB. 320 300 330 310 290 370 102+0099+0094+00 95+00 96+00 97+00 98+00 100+00 320 300 330 340 350 310 360 370 320 300 330 340 350 310 290 360 370 9 5 3 1 5 3 1 5 3 1 5 3 1 5 3 1 5 3 1 5 315315315 315315 315 315 3 1 5 315 3 1 5 3 1 5 315 315 315 3 1 5 3 1 5 3 1 5 315 315 315 315 315 315 3 1 5 3 1 5 315315 3 1 5 315 315 315 315 315 315 315 315 315 315 315 320 320 320 320 3 2 0 3 2 0 320 320 320 325 325 325 325 3 2 5 325 32 5 325 325 325 325 330 330 330 3 3 0 3 3 0 330 330 330 330 335 3 3 5 335 335 335 335 335 335 3 3 5 3 3 5 3353 3 5 335 3 3 5 340 340 3 4 0 3 4 0 3 4 0 340 340 340 3 4 0 3 4 0 340 340 3 4 0 3 4 0 340 340 340340 340 340 340 340 340 340 340 340 340345 3 4 5 345 345 345 345 350 350 A H.9 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e g . d g n WA JEFF 91420(1) 2 : 2 5 P M 2 5 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : OHW 8'-4" DETAILS WOOD BUFFER w/ DOLOSSE BANK STABILIZATION Dolos Place deflector logs to min. design elev, per plan, repeat Layer B as needed Dolos, center in log bundle Deflector log bundle Deflector log bundle Notes: Deflector log-dolos bundleExisting bank toe Existing bank toe Existing bank top Existing bank top Defector rootwad, 7 Deflector rootwad, random, 7 ELJ unit limits ELJ unit limits Deflector log bundle, random, 15 Deflector log bundle, 10 Layer A elements buffer bottom within 1 foot of nearest water surface elevation. Excavate and conserve streambed material as needed for setting wood 6 defector rootwads. Layer B; 15 randomly placed deflector log-dolos bundles and space between fill logs and deflector logs. vegetation, 1-inch to 8-inch diameter, tightly pack into void Coarse woody debris; even mixture of branches, limbs, trunks, weight. Deflector log bundle; 110 to 150 ft3 total log volume, 16,000 lbs dolos attached rootwad. Deflector rootwad; 20 to 22 feet trunk, 18 to 37-inch diameter with attached rootwad. Deflector log; 20 to 22 feet trunk, 18 to 37-inch diameter without 6. 5. 4. 3. 2. 1. 5' min. Match existing grade NO SCALE Flow Wrap each log bundle and dolos trunk with chain Wrap each log bundle and dolos trunk with chain 75'-0" 2 0 ' - 0 " Flow 4 5 ° 2 0 ' t o 2 3 ' 7 ' ( t y p . ) 50-year W.S. 3 ' m i n . Existing embankment pavement edge Existing road 8 ' - 4 " 1 ' - 8 " 3'-0" Fluke Trunk Per plan DOLOS DETAIL TYPICAL SECTION LAYER A PLAN LAYER B PLAN Existing channel bottom L a y e r B Existing road CL over deflector logs Placed coarse woody debris, min. 1' DETAIL TYPICAL DEFLECTOR LOG-DOLOS BUNDLE Layer A Geotextile, class 1C A A A A Set trunk base on channel bottom H.14 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e h - 5 . d g n WA JEFF 91420(1) 8 : 5 8 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : OHW Deflector log bundle Deflector log bundle Defector rootwad, 5 Deflector log bundle, 7 4. 3. 2. 1. DETAILS CHANNEL PLUG Deflector log bundle space between fill logs and deflector logs. vegetation, 1-inch to 8-inch diameter, tightly pack into void Coarse woody debris; even mixture of branches, limbs, trunks, Deflector log bundle; 110 to 150 ft3 total log volume. attached rootwad. Deflector rootwad; 20-foot min. trunk, 18 to 37-inch diameter with attached rootwad. Deflector log; 20 to 22-foot trunk, 18 to 37-inch diameter without NO SCALE Flow Wrap each log bundle trunk with chain Wrap each log bundle trunk with chain, center in log bundle 50-year W.S. 20'-0" 4 ' m i n . Do not disturb existing vegetation Do not disturb existing vegetation NOTE: TYPICAL SECTION Existing channel bottom over deflector logs Placed coarse woody debris, min. 1' A A on subgrade excavate as needed for setting flush Set trunk base on channel bottom, Temporary access road random spacing 3 per channel plug, Doug fir planting, 3' random spacing method, single group Pole planting, Deflector rootwad 5 ' m i n . DETAIL TYPICAL DEFLECTOR LOG BUNDLE 80'-0" 1 2 ' - 0 " Placed riprap, Class 5, 120 cy Placed riprap, Class 5, 120 cy PLAN Existing embankment H.15 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e p . d g n WA JEFF 91420(1) 1 1 : 0 0 A M 3 0 M a y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : OHWOHW placing conserved streambed material. Do not excavate existing stream bank or bottom when streamed material. Do not disturb existing trees when placing conserved 2. 1. 2'-0"8'-0" 2'-0"8'-0" TYPICAL SECTIONS BANK STABILIZATION GRAVEL-COBBLE NOTE: method single group Pole plantings, Placed conserved gravel-cobble toe NO SCALE Flow Flow 2' to 3' 2' to 3' 3 5 ° t o 5 0 ° 20'-0" +/- PLAN SECTION A A A B B SECTION B C C SECTION C 1 1 Stream bank toe Set hingeline at OHW Stream bottom Set hingeline at OHW Placed gravel-cobble toe Stream bottom Set hingeline at OHW Existing embankment Stream bottom gravel-cobble crest Placed conserved trench method Pole plantings, gravel-cobble Placed conserved trench method Pole plantings, trench method Pole plantings, elev 6830 gravel-cobble crest, Placed conserved trench method single group or Pole plantings, Bank toe at OHW gravel-cobble crest Placed conserved gravel-cobble redistribute as placed conserved conserved gravel-cobble, Temporary work pad, gravel-cobble Placed conserved Elevation 6830 gravel-cobble crest Placed conserved H.14 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e q . d g n WA JEFF 91420(1) 3 : 3 4 P M 1 7 A p r i l 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 0 10 20 30 40 50 60 7060504030201070 270 260 250 240 8090100110120130140150 80 90 100 110 120 130 2 50 50 HYDRAULIC INFORMATION OUTLETINLETPIPE FISH SPECIES: INSTREAM WORK WINDOW: INFILL TYPE: SBM TYPE: Conserved PLAN & PROFILE MP 4.0 AOP CULVERT Q : 71 cfs Q : 150 cfs ACTIVE CHANNEL WIDTH: 12 feet N SCALE IN FEET 0 1010 20 25 INV N/E/EL: 245.8 INV N/E/EL: 245.8 BURIAL DEPTH: 10.0 feet BURIAL DEPTH: 5.4 feet BEVEL: 2.0(h):1(v)BEVEL: 2.0(h):1(v) HEADWALL: Precast Conc./Riprap HEADWALL: Precast Conc./Riprap LOWER BEVEL HEIGHT: 14.0 feet LOWER BEVEL HEIGHT: 9.0 feet TYPE: Precast Concrete SPAN: 16'-0"RISE: 16'-0" WALL THICKNESS: 10 in PIPE SLOPE: 0.0 ft/ft FLOWLINE SLOPE: 0.12 ft/ft LENGTH: 40 feet F l ow F l o w OHW: 1.2 feet HW : 4.4 feet Hoh River 50-year water surface, 460.0 OHW, 252.6 H o h R i v e r LCExisting road locate as needed Temporary flow barrier, Existing stream bottom New precast wingwall Flowline material Conserved streambed Match existing stream bottom Elev 263.8' Elev 241.8' (L=40') concrete box culvert New 16' x 16' precast 0.12 Ft/Ft New precast wingwall Elev 244.8' 1 1 transition to existing stream channel shape and locate for smooth New stream channel CL, 70 L.F., locate as needed barrier, Temporary flow LC LC locate as needed Temporary flow barrier, grade contour Existing Placed riprap, class 3 Existing road New culvert Placed riprap, class 3 (L-8') New precast wingwall (L-24') New precast wingwall (L-40') concrete box culvert New 16' x 16' precast elev 254.0 locate as needed, Temporary flow barrier, Proposed wood buffer Elev 263.8' "2 1 4 '-3 "2 1 4 '-3 Elev 251.8' Elev 258.8' 2 6 0 2 6 0 2 6 0 2 6 5 270 2 7 5 2 7 5 T A CULVERT INLET CULVERT OUTLET H.15 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e r . d g n WA JEFF 91420(1) 3 : 3 5 P M 1 7 A p r i l 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : ELEVATIONS MP 4.0 AOP CULVERT Elev 241.8' New precast wingwall Elev 251.8' Existing stream bottom Flowline Placed riprap, class 3 concrete box culvert New 16' x 16' precast Culvert/channel CL Culvert/channel CL Existing 66" CMP Placed riprap, class 3 concrete box culvert New 16' x 16' precast Flowline Elev 258.8' New precast wingwall Existing 66" CMP 5'-0" 3 ' - 0 " material Conserved streambed material Conserved streambed 2 ' - 0 " TOW, elev 263.8' TOW, elev 263.8' Existing grade, upstream Match existing road surface Match existing road surface 50-yr WS 2-yr WS 50-yr WS 2-yr WS Floor elev 244.8' Floor elev 244.8' Not to scale. H.16 STATE PROJECT NUMBER SHEET WA JEFF 91420(1) 3 : 3 5 P M 1 7 A p r i l 2 0 1 7 ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 6 \ w a - a 2 0 1 3 0 2 0 e s . d g n - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : plate assembly Welded connection Headed Stud GENERAL NOTES:Varies 15° Non-shrink grout V a r i e s 3 ' 4½" ½" gap 8 4¼" 831 ref. ref. 1 foam gasket Closed cell rope 1¼" mastic box culvert Inside of box culvert Outside oftop and sides (outside joint) on mastic joint wrap Grout and 9" wide TYPICAL STRUCTURAL DETAILS PRECAST BOX CULVERT along slope both sides (typ.) 21#2" x 21#2" Bevel (per manufacturer) wire mesh (typ.) 6"x6"xW1/4"2 connection plates (typ.) Embedded Weep holes (typ.) CONNECTION PLATE DETAIL WATERTIGHT BOX JOINT SECTION WINGWALL DETAIL Bearing capacity: 2 ton/sq. ft. Unit weight: 125 lbs/cu. ft. SOIL: Provide 2-inch minimum concrete cover to the face of any bar. ASTM A1064. (ASTM, A615) grade 60, or welded wire reinforcing conforming to Furnish reinforcing steel bars conforming to AASHTO M31, deformed REINFORCING STEEL: Chamfer all exposed edges 3/4-inch. compressive strength f'c=5000 psi. Furnish structural concrete, class A(AE) with minimum 28-day design CONCRETE: HL-93. LIVE LOAD: Soil: 125 lb per cubic foot. Concrete: 150 lb per cubic foot. DEAD LOAD: AASHTO LRFD Bridge Design Specifications, latest edition. Design stem walls, headwalls, wingwalls, and footings in accordance with Design precast culverts in accordance with Section 602. DESIGN: Install tie rods or connector plates per manufacturer between precast sections. See section 104. grades shown in the plans and provide shop drawings for review by the CO. Provide precast concrete culverts conforming to the dimensions, lines, and of Roads and Bridges on Federal Highway Projects, FP-14 (U.S. Customary). Federal Highway Administration Standard Specifications for Construction Detail is for general information only. CONSTRUCTION: Precast footing O Ring if required 1 1/4" dia. hole for 1" dia. joint tie over pipe joint Do not install fastener 1'-3" min. 1'-5" max. 2 " m a x . t y p i c a l 2'-9 1/2" max. 2' -6 1/2" min. precast permitted when Tapered holes SUPPLEMENTAL CONCRETE PIPE TIE H.17 STATE PROJECT NUMBER SHEET WA JEFF 91420(1) $ D A T E $ $ P A T H $ - - / - - - - C h e c k e d b y : - - / - - - - D e s i g n e d b y : SECTION A-A DETAILS BOX CULVERT RIPRAP TYPICAL CULVERT & STREAM CHANNEL PROFILE CULVERT INLET/OUTLET ELEVATION 25101-0400 20701-0200 RIPRAP QUANTITIES Flow TYPICAL CULVERT PLAN 5'-0" 5'-0" 5'-0" 5'-0"5'-0"5'-0" Per plan 5'-0" 1 1 V a r i e s ELEVATION TYPICAL OUTSIDE WINGWALL FACE ELEVATION TYPICAL INSIDE WINGWALL FACE 5'-0" 5'-0" 2 ' - 0 " 1 Varies Not to scale 1 1 1 Varies 5'-0" 2 ' - 0 " 1 1 1 1 2 ' - 0 " 1 Varies 1 Per plan Per plan 1 Per plan Varies 1 1 1 Per plan 5'-0" 2 '-0 " 2 ' - 0 " Per plan Varies Geotextile, class 1-C Geotextile, class 1-C Geotextile, class 1-C Geotextile, class 1-C Geotextile, class 1-C Geotextile, class 1-CGeotextile, class 1-C Placed riprap, class 3 class 3 Placed riprap, class 3 Placed riprap, class 3 Placed riprap, Placed riprap, class 3 Placed riprap, class 3 CL culvert & stream CL culvert & stream CL culvert & stream Existing stream bottom Existing stream bottom bank top Stream bank top Stream bank top Stream bank top Stream Proposed road grade Proposed road grade bank top Stream Box culvert headwall Box culvert headwall headwall Box culvert headwall Box culvert footing Wingwall Wingwall footing Wingwall footing Wingwall footing Wingwall footing footing Headwall Wingwall Wingwall Wingwall Wingwall top Placed riprap, class 3 A A outside face Wingwall Wingwall inside faceWingwall inside face Stream bank toe Stream bank toe wall Box culvert NOTE: for transition to existing bank top and toe. 1. Place conserved streambed material over riprap as needed class 3 Placed riprap, Grade break Grade break 2 ' - 0 " 2 ' - 0 " Placed riprap, method A, class 3 Separation- stabilization geotextile, class 1, type C NO SCALE 1 SECTION A-A Flow sediment Streambed D2 1 SECTION B-B PLAN LC F l o w 2 Culvert wall Channel flowline A A B B NOTE: FOOTNOTE: 1 Streambed cobble 2 D D ( t y p . ) D ( t y p . ) 4 1 (typ.) (typ.) 3 Streambed sediment 36" min. 3. 2. 1. or Length on plan sheet 4 2 3 4 5 Round pipe culvert wall Streambed top LOCATION (each) STONE HABITAT (ft) D (ft) W (in) GRADATION COBBLE STREAMBED INFILL INFORMATIONAL QUANTITIES (cuyd) COBBLE STREAMBED (cuyd) SEDIMENT STREAMBED 5 Round culvert Pipe arch culvert Culvert outlet Culvert inlet 12 Class E 9 __ WA W Bank stone Bank stone 14 __ (cuyd) STONE BANK CULVERT INTERIOR TREATMENT SIMULATED STREAM Streambed sediment Streambed cobble Channel flowline Pipe arch culvert wall Box culvert wall 1 8 " b u r i a l d e p t h b u r i a l d e p t h 16 30 boulder Fish passage boulder Fish passage boulder Fish passage (in +/- 4) BOULDER DIAMETER FISH PASSAGE Stagger in-channel fish passage boulder within the culvert span. streambed cobble, and bank stone gradations. See special contract requirements for streambed sediment, Mix streambed cobbles evenly throughout streambed sediment. Material. Quantities included in Item 64704-1000 Mitigation, Streambed 18-inches or as specified on plan sheet. smallest dimension.4 3Embed fish passage boulders within active channel streambed sediment. Construct well defined banks with bank stone and parabolic shape. Slope streambed aggregate towards flowline to ensure 80 ____ 170MP 4.0 AOP Culvert H.18 STATE PROJECT NUMBER SHEET JEFF 91420(1) $ D A T E $ $ P A T H $ X / X X X X C h e c k e d b y : X / X X X X D e s i g n e d b y : H.19 STATE PROJECT NUMBER SHEET WA WA JEFF 91420(1) $ D A T E $ $ P A T H $ - - / - - - - C h e c k e d b y : J . N e i g h o r n D e s i g n e d b y : N PLAN ELEVATION Q Vel. 500Q 100Q 50Q 2Q SLOPE PROTECTION CLASS: 4 WS ELEV. 76+00 76+50 77+00 77+50 78+00 78+50 360 SCALE IN FEET 4020010 340 320 300 360 340 320 300 PLAN AND PROFILE TOWER CREEK BRIDGE TYPE: Riprap 20 7 7 7 8 F l o w F l o w proposed channel Bottom edge of stream channel Centerline proposed Width 20' Channel Bottom Degraded El. = 345.10 Min. low chord Placed Riprap, Class 4 El. 344.10 El. 327.80 centerline El. = 333.80 @ road Proposed channel bottom at road centerline Existing ground El. = 342.10 50-yr WS at road centerline Proposed finish grade 70' Waterway 1 669 538 481 229 8.9 8.4 8.1 6.5 342.6 342.2 342.1 341.2 DEPTH: 5 ft. SLOPE: 1.75(h):1(v)BOTTOM EL.: 327.8 ft. TOP EL.: 344.1 ft. Width 20' Degraded Width 41' Channel Bottom 5 ' 6 ' Width 41' Channel Bottom Channel Bottom El. = 333.8 N 315090.45, E 833347.64 Sta 77+47.29 REMARKS: Scour includes long-term degradation. Centerline Proposed Roadway 2 1 1.75 )500); 324.9 ft. (Q100TOTAL SCOUR EL: 325.3 ft. (Q 360 330 335 340 3 4 5 355 3 5 0 3 5 0 3 5 5 335 3 4 5 3 5 0 3 5 5 355 360 3 6 5 H.20 STATE PROJECT NUMBER SHEET WA WA JEFF 91420(1) $ D A T E $ $ P A T H $ - - / - - - - C h e c k e d b y : J . N e i g h o r n D e s i g n e d b y : N PLAN ELEVATION Q Vel. 500Q 100Q 50Q 2Q SLOPE PROTECTION CLASS: 4 WS ELEV. CL F l o w 107+50 108+00 108+50 109+00 109+50 110+00 430 SCALE IN FEET 4020010 410 390 370 430 410 390 370 TYPE: Riprap 20 PLAN AND PROFILE CANYON CREEK BRIDGE 1 1 0 F l o w proposed channel Bottom edge of stream channel Centerline proposed Width 20' Channel Bottom Width 20' Channel Bottom El. = 402.00 Min. low chord Placed Riprap, Class 4 El. 401.00 El. 394.30 centerline El. = 395.63 @ road Proposed channel bottom at road centerline Existing ground El. = 398.7 50-yr WS at road centerline Proposed finish grade 626 504 450 215 9.3 8.7 8.5 6.8 399.3 398.9 398.7 397.8 TOP EL.: 401.00 ft. BOTTOM EL.: 394.30 ft. 31' Waterway (Upstream Alignment Option) Proposed Roadway Centerline 1 5 ' 1.5 1.75 1 4 ' SLOPE: 1.75(h):1(v) DEPTH: 5 ft.(4 ft. bottom) Channel Bottom El. = 395.63 N 313505.32, E 845200.69 Sta 108+95.16 REMARKS: Scour includes long-term degradation. )500); 377.1 ft. (Q100TOTAL SCOUR EL: 390.2 ft. (Q 4 3 0 430 4 3 0 430 4 2 5 4 2 0 4 1 5 4 1 0 4 0 5 4 0 0 395 4 0 0 4 0 5 4 1 0 4 1 5 4 2 0 425 4 0 0 4 0 5 4 1 5 4 2 0 4 2 0 4 3 0 I.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 9 \ w a - a 2 0 1 3 0 2 0 r a . d g n WA JEFF 61420(1) 7 : 1 4 A M 2 0 J a n u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : TABULATION OF QUANTITIES ROADSIDE 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 "2 13'-8 PLAN @ ABUTMENT " T a p e r 2 1 4 slotted holes "32 29" x 8 1(8) 1 "2 19'-4" = 2 13 spac. @ 3'-1 LCPost " = 1'-0"2 1SCALE: " 4 1 1 2 " 2 1 3 " 2 1 3 TERMINAL CONNECTOR 2"4"4""4 14 "4 14 "4 17 2'-6" 3"3 " 1 0 G a . " = 1'-0"2 1SCALE: 1 slotted holes " long 2 1" x 24 3 " x 2'-6"8 3L 4"x 3" x " Ø A325 bolts, typ.8 7(3) W-Beam guardrail W8x24 Post " 2 1" x 108 3L 4" x 4" x 16 3 16 3 L " Ø Guardrail bolt8 5 " = 1'-0"2 1SCALE: 1 2" " x 4" x 2'-6"8 3 P SECTION A-A ± thru 1" Ø holes in rail tubes, typ. washers, nuts and jam nuts " Ø A307 bolts with8 7(8) W-Beam Guardrail with 6" x 8" timber blocks (typ.) Transition posts will be steel 1'-6" ELEVATION VIEW 6'-0" long post (typ.) PostLC Curb taper A A 2-W-Beam type 4 (Weathering) - class B (10 gauge) SCALE: NTS Assembly Detail A See Transition Guardrail connection plate 1 ' - 7 " "4 31'-1 " 1 6 3 5 " 1 6 3 5 " 8 5 8 "16 3Typical TRANSITION ASSEMBLY DETAIL A DETAIL B DETAIL C " 2 1 1 1 " 4 3 1 ' - 0 "4 1L 3"x 3"x "4 1L 3"x 3"x 67° "16 5L 5"x 5"x " 4 1 1 " 4 1 1 " 2 1 2 5" "2 11 "4 31 " 2 1 2 " 2 1 1 1 1 ' - 7 " holes (typ.) Slotted "4 3" x 18 7 " 2 1 9 " 2 1 9 3" " 2 1 1 " 2 1 1 1 ' - 4 " 5" "8 51 "8 33 7 8 8"x 23 " Slotted hole See Detail B See Detail C Connection plate with back of plate Bolt to be flush "8 1 "2 1 Connector Terminal W-Beam "431'-3 "8 31'-10 connection plate Guardrail Transition plate 3:1 "8 3P L "16 3 "16 3 "16 3 "2 12'-8 "2 11'-4"2 11'-2 1"Ø Hole, typ. 4 " "2 11 " 2 1 1 typ. DETAIL G connection plate Guardrail " 4 1 4 "2 14 "2 1" 4 1 4 " 2 1 1 ' - 5 " 2 1 1 ' - 5 " 4 1 5 " 4 1 5 " 2 1 3 " 2 1 3 connection plate " Guardrail2 1 "Ø H.S. bolts8 7(3) 1"Ø Holes for "Ø H.S. bolts, see Detail G8 7 Drill and tap 2 holes for 9 " "4 3"x 9"x 1'-32 1P Transition plate L "8 31'-1 "2 12 "8 72 4"4" HH G GUARDRAIL CONNECTION PLATE DETAIL D see Detail D Connection plate, EDIT DETAILS APPROACH RAILING BRIDGE I.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 9 \ w a - a 2 0 1 3 2 0 r a . d g n WA JEFF 91420(1) 1 : 3 8 P M 1 8 J a n u a r y 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 1. 2. 3. 4. 5. When encountering impenetrable material, see are specified. See Special Contract Requirements when the alternative hole arrangement is specified. Install reflector tab between post bolt and rail, every fourth post. Alternate reflector tab shapes are acceptable. Dimensional tolerances not shown or implied are intended to be those consistent with the proper functioning of the part, including its appearance, and accepted manufacturing practices. A spacing, center to center A 8 required, each end of rail Thickness Sheet slots Splice bolt Neutral axis Splice bolt slots SECTION A-A CL RAIL ELEVATION W BEAM RAIL L Thread Length GUARDRAIL BOLT AND RECESS NUT recess both sides L POST BOLT ASSEMBLY Post and block W beam rail guardrail bolt nut by more extend beyond Thread not to on terminal sections All posts except those Post length stamp o r g r o u n d l i n e o f p a v e m e n t STANDARD HOLE ARRANGEMENT POST AND BLOCK DETAIL future overlays to accommodate raising guardrail Upper 2 holes for ALTERNATE HOLE ARRANGEMENT POST AND BLOCK DETAIL on each side of block 16d galvanized nail Toenail with one Hinge line of foreslope steeper than fill slope Variable slope but not V a ri a b l e fill sl o p e REFLECTOR TAB (See Note 4) TYPICAL GUARDRAIL CROSS SECTION 1:10 or flatter slope bolts and nuts (8 per splice) Traffic Lap in direction of traffic groundline at face of rail Edge of pavement or POST SPACING STANDARD POST SECTION rail as applicable ground line at face of Edge of pavement or terminal sections approach and departure Widening required for Subgrade shoulder. NO SCALE Symmetrical about placed front and rear Reflective sheeting 617-10 STANDARD APPROVED FOR USE 1/1994 DRAFT: 10/2013 REVISED: 4/1994 6/2005 WOOD POSTS G4 W-BEAM GUARDRAIL See Special Contract Requirements when 7 foot or longer posts Standards 617-13 or 617-24. 6'- 0 " 5 " 2 " 2 " ( t y p . ) 9 " " dia. holes (typ.)4 3 " deep4 1" high and 2 11 6'- 0 " 2 3 " t o e d g e " plain round washer.4 31 " recess nut8 5 "2 1than " dia. hole4 3 8"8" 7 " " x 18"8 5 " splice bolt slot.8 1" x 132 29 " post bolt slot at 6'-3"2 1" x 24 3 " GUARDRAIL BOLT8 5 "4 11 25" 18" 10" 2" " minimum8 11 " minimum4 31 4" minimum 4" minimum 4" minimum " RECESS NUT8 5 " deep16 11" dia. x " guardrail splice 4 1" x 18 5 " x 18" guardrail post bolt8 5 (t yp.) 8"(typ.)6" (typ.)6" (t y p.) 8" ( t y p . ) 7 " 2" 3" "4 32 5 " " 2 1 1 " 4 3 STATE PROJECT NUMBER SHEET I.3 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 9 \ w a - a 2 0 1 3 0 2 0 r b - S t d 6 1 7 - 1 0 . d g n 4 : 0 6 P M 6 J u n e 2 0 1 6 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD NOTE: 10° shown on Typical Section Aggregate base or as " 4 1 1 2 " 4 1 3 " 1 6 9 " 4 3 "32 171 "32 29 "16 1 1 "4 13 " R16 15 "32 29 2""4 14"4 14 "16 1"16 33 Post spacing 6'-3" "16 11"4 11 2 9 " ± 1 " 2 9 " ± 1 " See Note 2 2'-0" (typ.) "16 5 "32 7 " 1 6 1 5 "8 5 " 8 1 1 "16 51 S e e N o t e 2 6 ' - 0 " ( t y p . ) 1 4 " " R16 15 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 STANDARD APPROVED FOR USE 1/1994 DRAFT: 5/2014 REVISED: 4/1994 6/2005 617-15 ASSEMBLY DETAILS MELT, LST & CRT ANCHORAGE G4 W-BEAM GUARDRAIL 8" 4" 8 " 5 " " dia. hole8 11 1 8 " 9 " 9"6"9" 24" " dia. holes4 3 " thick plate4 1 " thick plate8 5 6 " 2 " " 8 3 2 5 ' - 0 " 8"6" " dia. hole4 3 1" H.S. hex nut 2" 4 1 " hex head bolt8 5" x 18 5 " end plate4 3" x 3" x 28 3 " dia. hole8 1with 1 3 " " 2 1 1 "4 32 "8 31 3" "2 11 " 4 3 1 " 8 7 "16 3 " x 1" slotted hole4 3 " dia. hole4 31 6 " 1 " 3" " dia. hole4 3 "16 3TS 8" x 6" x " dia. holes (typ.)4 3 threaded entire length " Stud32 31" dia. x 7 (min.) 2" "8 15 "8 3 "8 3 " 4 1 1 " 8 5 1 ") galvanized cable to be4 3" x 4 1" dia. (4 3 " bent plate16 3" x 8 516" x 12 R "83 3" 3" "2 15 "4 32 "2 17 "4 33 1 5 " " 2 1 4 2 7 " 1 8 " " dia. hole2 12 "4 3" x 24 3 " dia. hole8 7 2"4"4"4"2" 16" "8 51 2 " " 4 3 1 " 163 1" R "8 33 "8 32 STATE PROJECT NUMBER SHEET I.4 FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD STANDARD 4 : 0 7 P M 6 J u n e 2 0 1 6 ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 9 \ w a - a 2 0 1 3 0 2 0 r d - S t d . 6 1 7 - 1 5 . d g n JEFF 91420(1) WA NOTE: NO SCALE BEARING PLATE STEEL TUBE ANCHOR POST SLEEVE GUARDRAIL ANCHOR PLATE TERMINAL POST (Standard swaged fitting and stud) CABLE ASSEMBLY ANCHOR PLATE DETAILS FOR LST ANCHORAGE ASSEMBLY FRONT SIDE FRONT SIDE the post of anchorage assembly) (Use to attach the section to RECTANGULAR PLATE WASHER (2 REQUIRED) SOIL PLATE slotted hole on end post only S4S 1. manufacturing practices. part, including its appearance, and accepted to be those consistent with the proper functioning of the Dimensional tolerances not shown or implied are intended and steel washer Stud Anchor plate Standard swaged fitting Neutral axis W Beam rail element swage connected (AASHTO M-30, type II) 35° 2.5° ASTM A500 grade B axis of rail, 8 required on front face of neutral and nut with steel washer 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 See Standards 617-10 and 617-11 for other details. ground to the bottom of the W-beam exceeds 18". 8"8" 3 ' - 9 " ( m a x . ) 3 " 3 " 3 ' - 9 " ( m a x . ) W6 x 9 " x 10"8 5 " x 2"8 5 STANDARD APPROVED FOR USE 1/1994 DRAFT: 5/2014 REVISED: 4/1994 6/2005 617-17 Sheet 1 of 2 TYPE G4-BAT BACK SLOPE ANCHOR TERMINAL G4 W-BEAM GUARDRAIL w h e n r u b r a i l i s r e q u i r e d 8 ' - 0 " M i n . p o s t l e n g t h w h e n r u b r a i l i s r e q u i r e d 8 ' - 0 " M i n . p o s t l e n g t h MPH < 35 45 50 55 60 70 0 3' 5' 8' (typ.) 6'-3" 25'-0" 12'-6" 12'-6" C o v er 1 2 " min. 6' 3" spacing Posts #1 to #8Minimum 75' to hazard Terminal section, type G4-BAT 125' (min.) Pay limits Posts A to #1 " spacing2 13'-1 " dia. x 6" bolt8 5post with a STATE PROJECT NUMBER SHEET I.5 FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD STANDARD 2 : 0 9 P M 1 O c t o b e r 2 0 1 4 ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 9 \ w a - a 2 0 1 3 0 2 0 r e - S t d . 6 1 7 - 1 7 . d g n JEFF 91420(1)WA ShoulderShoulder NOTE: NO SCALE ditch bottom. Add the rubrail when the distance from the the roadway shoulder elevation until the barrier crosses the Hold the height of the W-beam rail constant in relation to PLAN AND BLOCK DETAIL WOOD POST AND BLOCK DETAIL STEEL POST ALONG RAIL ELEVATION SECTION A-A SECTION B-B ELEVATION ELEVATION SECTION D-DSECTION C-C 1 1 1 1 SSSS 8 10 11 12 14 15 #8 #4 #2 A SPEED DESIGN FLARE POST DISTANCE GUARDRAIL FLARE BOTTOM FROM VEE DITCH POST OFFSETS A A B B C C D D AB1 2345678 AB1 2 34 5678 8 6 4 1 1 1 1 Flare Distance varies to fit offset to end anchorage When necessary taper height of guardrail parallel to roadway grade Maintain guardrail height Shoulder Ground line at guardrail See Note 2 Rubrail Toe of Fill Top of Cut Shoulder Varies Shoulder Varies Wood block wood post Steel or Steel post AVee ditch (typ.) Wood block See Detail on Sheet 2 End anchorage Wood post Wood block Modified block Steel post Rub rail (typ.) See Note 2 Rubrail (typ.) bolt and nut guardrail bolt and nut guardrail V a r i e s depending on ditch design Location will vary Guardrail system G4 Pay limits Bottom of vee ditch Field bend (steel post) or lag bolt (wood post) Connect the rubrail to back of Steel or wood post 2. 1. Wood block 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 See Standard 617-10 and 617-11 for block detail and 14" 1 4 " 2 " 5 " 4 " 3 " "2 12"2 122"2""2 12"2 12 6"8" "4 31 "8 7 " 4 3 1 " 8 7 1" dia. hole " slots (typ.)4 31" x 1 " thickness16 3 " thickness2 1 " dia. hole (typ.)4 3 3 - 1" dia. holes to be " dia. hex head 8 7with " long each8 3bolts 1 " x 14" x 14"2 1 6"8" STANDARD APPROVED FOR USE 1/1994 DRAFT: 5/2014 REVISED: 4/1994 6/2005 Sheet 2 of 2 TYPE G4-BAT BACK SLOPE ANCHOR TERMINAL G4 W-BEAM GUARDRAIL 617-17 " threaded (min.)4 31 1" x 2" galvanized " dia. bar 2 1 6'-3"6'-3""2 13'-1"2 13'-1 1" dia. hole to be field W 6 x 9 6 ' - 0 " " x 14" x 14"2 1 " dia. hex8 7W-beam with head bolt 2" long with one W 6 x 9 8 ' - 0 " 8"6"8" 3 - 1" dia. holes to be " dia. hex head 8 7with " long each8 3bolts 1 1" dia. hole to be field " dia. hex8 7W-beam with head bolt 2" long with one 3 " 4"4" " 2 1 3 " 2 1 3 5 " 2 " STATE PROJECT NUMBER SHEET I.6 FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD STANDARD 2 : 0 9 P M 1 O c t o b e r 2 0 1 4 ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 9 \ w a - a 2 0 1 3 0 2 0 r e - S t d . 6 1 7 - 1 7 . d g n JEFF 91420(1) WA NOTE: NO SCALE 4. 3. 2. 1. Use zinc rich paint to coat field drilled holes. guardrail run, unless otherwise noted. For posts #3 and higher, match post material of adjacent See Sheet 1 of 2 for terminal layout. attachment. AT POSTS A, B, AND 1 SPECIAL RAIL TO POST CONNECTION CONNECTION AT POST 2 SPECIAL RUBRAIL TO POST STEEL PLATE AND WASHER FRAMEWORK FOR THREADED INSERTS POSTS A, B, 1, 2 END ANCHORAGE DETAIL ELEVATION GALVANIZED STEEL PLATE GALVANIZED SQUARE WASHER 2 1 B A See guardrail flare rate on Sheet 1 Rubrail washers (typ.). Steel plate and CL of post Threaded inserts (typ.) hex head cap screws Threaded inserts for be closed (typ.) End of insert to welded to inserts Steel post (See Detail) steel plate wood block Modified (See Detail) steel plate Steel post washer and hex nut with one square element and attached field drilled in W-beam square washer and hex nut. and post flange. Attach drilled through both W-beam washer and hex nut with one square element and attached field drilled in W-beam square washer and hex nut and post flange. Attach drilled through both W-beam 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 6 1 3. 2. 1. ELEVATION PLAN TEST LEVEL L NO SCALE (min.) Taper Length L post section Standard Pay limits terminal section type tangent Guardrail system G4 Pay limits Length of Need according to manufacturer's recommendations Install a reflectorized object marker the standard post section. face of the last two post blocks in Tangent line projected from the embankment Edge of widened f l a t t e r 1 : 1 0 o r See manufacturer's drawings for other details. taper per manufacturer's recommendations. end farther away from the edge of the shoulder, or use a Install terminal at a 1:25 taper or flatter, to position the meets appropriate test level for the project. manufacturer's recommendations. Ensure that terminal terminal that meets NCHRP-350 or MASH requirements per details may vary. Install a tangent G4 W-beam guardrail Use details shown as a general guide since manufacturer's 617-20 STANDARD APPROVED FOR USE 6/2005 DRAFT: 3/2016 REVISED: TYPE TANGENT TERMINAL G4 W-BEAM GUARDRAIL (ft) 3 (> 45 mph) 2 (≤ 45 mph) 37.5 or 50 25 STATE PROJECT NUMBER SHEET I.7 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 9 \ w a - a 2 0 1 3 0 2 0 r f - S t d 6 1 7 - 2 0 . d g n 3 : 4 7 P M 1 9 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD NOTE: 2 9 " ± 1 " 10' m i n . 2 ' m i n . 2 ' 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 EMBANKMENT QUANTITIES AND SPECIAL ROCK TABULATION OF ROCKERY J.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 3 1 4 3 9 1 \ w a - a 2 0 1 3 0 2 0 s a . d g n WA JEFF 91420(1) 8 : 0 4 A M 3 0 J a n u a r y 2 0 1 7 C . C o n r a d - - / - - - - 1 0 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 J.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 3 1 4 3 9 1 \ w a - a 2 0 1 3 0 2 0 s a . d g n WA JEFF 91420(1) 6 : 2 1 A M 3 0 J a n u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y :1 :1 Varies 1:1.25 max1:1 CL subgrade Proposed Geotextile filter, class I, type A 2'-0" Slope stake Original ground MECHANICALLY PLACED EMBANKMENT SPECIAL ROCK embankment, mechanically placed Special rock special rock embankment Top of 47+84.15 to 48+50 SPECIAL ROCK EMBANKMENT, MECHANICALLY PLACED 8' 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 J.3 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 3 1 4 3 9 1 \ w a - a 2 0 1 3 0 2 0 s b . d g n WA JEFF 91420(1) 7 : 1 3 A M 3 0 J a n u a r y 2 0 1 7 C . C o n r a d - - / - - - - 1 2 / 2 0 1 6 C h e c k e d b y : D e s i g n e d b y : 3 4 0 340 3 4 5 350 3 5 0 355 355 360 365 370 375 3 3 5 3 4 0 3 4 5 3 5 0 355 3 5 5 360 3 6 0 365 365 350 360 340 360 355 350 345 340 335 355 345 335 300+00 300+25 300+50 300+75 73+77 to 74+70 ROCKERY WALL Top of rockery Bottom of rockery Bottom of rockery foundationDitchline Existing ground 300+00 (ROCKERY) 73+77 (MAIN) BEGIN ROCKERY WALL END ROCKERY WALL 300+90.32 (ROCKERY) 74+70 (MAIN) Top of Rockery Edge of travel way Excavation limits N 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 ROCKERY TYPICAL SECTION 4 1 CUT SLOPE TAPER DETAIL 1:3 D C B A yawdaor desoporP N or m al c ut sl o p e 1 :1 .5 M a x . NOTE: STONE CLASS STONE MASS 3 4 5 2 1 Granular backfill 1 2 " m i n UNDERDRAIN SYSTEM TYPICAL SECTION 12" min FOOTNOTE: 6 6,000 - 8,000 lb 4,000 - 6,000 lb 2,000 - 4,000 lb 650 - 2,000 lb 200 - 650 lb 50 - 200 lb AVERAGE DIMENSION 54 to 60 inches 48 to 54 inches 36 to 48 inches 30 to 36 inches 18 to 30 inches 12 to 18 inches WALL HEIGHT (H) H > 10 ft 6 ft < H < 10 ft 0 ft < H < 6 ft A B C D E F 2 15 4 3 4 3 2 3 2 6 5 4 STONE SIZE DESIGNATION STONE SIZE Number in table is equal to stone class. 0.550.03 (CUYD/LNFT) backfill Granular (FOR INFO ONLY) APPLICATION RATES UNDERDRAIN SYSTEM front toe of rockery Proposed ditch invert and Bottom of rockery 1 :6 Variable 1.5:1 1.5' beyond wall. Install underdrain at 0.5% minimum grade. Daylight to ditch DitchLine type I-A Earthwork geotextile, (SQYD/LNFT) type I-A geotextile, Earthwork See detail this sheet Underdrain system DETAILS ROCKERY WALL conserved excavation Backfill with Bed coarse J.4 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 3 1 4 3 9 1 \ w a - a 2 0 1 3 0 2 0 s c . d g n WA JEFF 91420(1) 7 : 2 2 A M 3 0 J a n u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : Geotextile filter, Class I, Type A [1]6" dia. perforated pipe [1] required. and eliminate gaps over 6". Cutting or dressing of stones is not beneath it. Use smaller stones as needed to maintain spacing Bear each larger stone (size 4-6) firmly on at least two stones to wall. Place larger stones (size 4-6) with longest axis perpendicular 2. 1. 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 K.1 TRAFFIC CONTROL QUANTITIES TABULATION OF TEMPORARY STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n a . d g n WA JEFF 91420(1) 4 : 5 3 P M 1 3 A p r il 2 0 1 7 - - / - - - - - - / - - - - C h e c k e d b y : D e s i g n e d b y : FOOTNOTE: For temporary widening at Canyon Creek. See detail Sheet K._[1] 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 NO SCALE G20-2 G20-2 G20-2 G20-1 See Note 11 G20-1 See Note 11 Min or R oa d M ajor R oa d W20-1 See Note 10 W20-1 See Note 10 W20-1 over W16-8P See Note 9 W20-1 over W16-8P See Note 9 W20-1 Road Name SIGN SPACING TABLE ROAD TYPE DISTANCE BETWEEN A B C 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. ROAD WORK END WORK ROAD AHEAD ROAD WORK END ROAD WORK END ROAD WORK END WORK ROAD AHEAD WORK ROAD AHEAD W20-1 See Note 10 W20-1 See Note 10 G20-2 Erect all project advance warning signs before starting construction work. Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations. Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required. Additional or different message signs may be required to fit the actual construction conditions. Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area. Ensure all sign supports exposed to impact by traffic meet the requirements of NCHRP-350 or MASH for crashworthiness. Maintain two-way traffic during all non-work hours except as approved by the CO. Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable. If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only). The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile. If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained. State standards may be used as an alternative if approved by the CO. Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types. Expressway / Freeway A B C (See Sign Spacing Table) ADVAN CE W ARNING AREA C B A as determined by the CO W ork zone Area of Influence A Project Limits A A (See Sign Spacing Table) ADVAN CE W ARNING AREA A A ROAD NAME ROAD NAME ROAD WORK NEXT xx MILES WORK ROAD xxxxxxx WORK ROAD xxxxx WORK ROAD xxxxxxx WORK ROAD xxxxxxx ROAD WORK NEXT xx MILES W13-1P (optional) W13-1P (optional) xx MPH xx MPH STANDARD APPROVED FOR USE 6/2005 DRAFT: 6/2014 REVISED: For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table. sign when approach speeds exceed 50 MPH. When used place the two W20-1 Rural greater than 50 MPH Urban and Rural 35 MPH to 50 MPH Urban and Rural 30 MPH and less 1000 500 350 100 1500 500 350 100 2640 500 350 100 SIGNS IN FEET 635-1 ADVANCE SIGNING TEMPORARY TRAFFIC CONTROL STATE PROJECT NUMBER SHEET K.2 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n b . d g n 1 0 : 0 6 A M 3 1 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD NOTE: 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 T r a ffi c fl o w T r a ffi c fl o w Traffic flow Traffic flow Traffic flow Traffic flow T r a ffi c fl o w T r a ffi c fl o w T r a ffi c fl o w T r a ffi c fl o w Traffic flow Traffic flow Double solid line: two pavement markers, side by side, spaced on allowed by the gap shown based on curvature. DETAIL A DETAIL B NOTE: DETAIL B1 Passing zone both directions Two-way traffic DETAIL A1 Passing zone both directions Two-way traffic DETAIL A2 No passing zone one direction Two-way traffic DETAIL B2 No Passing zone one direction Two-way traffic DETAIL A3 No passing zone both directions Two-way traffic DETAIL B3 No Passing zone both directions Two-way traffic yellow centerline Shoulder Shoulder and solid yellow centerline Shoulder yellow centerline Shoulder yellow centerline solid yellow centerline Shoulder Shoulder On two- or three-lane roads, signs may be used instead of temporary To substitute raised pavement markers for lines, use the following patterns: 1. 2. 635-2 STANDARD APPROVED FOR USE 6/2005 DRAFT: 9/2016 REVISED: 4" Broken yellow 4" Broken yellow 4" Solid double 4" Solid double 4" Broken yellow and 2' broken line: two pavement markers spaced 2' apart Single solid line: pavement markers spaced on 10' centers. 10' centers. Curves < 500' Radius Tangents or Curves ≥ 500' Radius PAVEMENT MARKINGS TEMPORARY 2'18' 40' 2'18' 40' 2'38' 4" Broken yellow centerline 2'38' 20' 20' pavement markings as shown on Standard 635-3. STATE PROJECT NUMBER SHEET K.3 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n c . d g n 1 0 : 1 3 A M 3 1 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 WORK ROAD xxxxxxx WORK ROAD xxxxxxx xx MPH ROAD WORK END NO SCALE 635-4 FOR DIVERSION TEMPORARY TRAFFIC CONTROL STANDARD APPROVED FOR USE 6/2005 DRAFT: 6/2015 REVISED: STATE PROJECT NUMBER SHEET K.4 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n d . d g n 1 0 : 1 3 A M 3 1 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD W1-6 Rt. or Lt. Traffic flow Traffic flow Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel. If the area approaching diversion is not already signed and marked as a no passing zone, add signing and/or marking as appropriate. Remove conflicting pavement markings. W20-1 See Note 4 W20-1 See Note 4 G20-2 See Note 4 LENGTH AND SPACING TABLE APPROACH SPEED*TAPER AREA BUFFER SPACE WORK SPACE CHANNELIZING DEVICE W13-1P 1. 2. 3. 4. 5. 6. W24-1 See Note 3 *Approach speed based on the regulatory posted speed, not the advisory speed. SIGN SPACING TABLE ROAD TYPE DISTANCE BETWEEN A B C BUFFER SPACE LENGTH NOTE: Expressway / Freeway use an appropriate "Reverse Curve" sign (W1-4) instead of the "Double Reverse Curve" sign (W24-1). Install a second, appropriate "Reverse Curve" sign (W1-4) in advance of the second reverse curve back to the original alignment. Use "Reverse Turn" signs (W1-3) instead when the diversion has sharp curves with recommended speeds of 30 mph or less. If the diversion is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs. Place channelizing devices outside temporary roadway. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space. ABC ADVANCE WARNING AREA (See Sign Spacing Table) TAPER AREA BUFFER SPACE See Length and Spacing Table A TAPER AREABUFFER SPACE for all diversion curves radius for the signed speed Use at least the minimum Mounted on Type 3 barricades Show markings as no passing unless otherwise directed by the CO) Channelizing devices (drums, directed by the CO along diversion as channelizing devices Delineators or If the tangent distance along the temporary diversion is more than 600', SIGNS IN FEET 1500 500 350 100 2640 500 350 100 1000 500 350 100 Rural greater than 50 MPH Urban and Rural 35 MPH to 50 MPH Urban and Rural 30 MPH and lessSPACING IN FEET FEETMPH 70 65 60 55 50 45 40 35 30 25 20 730 645 570 495 425 360 305 250 200 155 115 20-70 20-65 20-60 20-55 20-50 20-45 20-40 20-35 20-30 20-25 20 140 130 120 110 100 90 80 70 60 50 40 140 130 120 110 100 90 80 70 60 50 40 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 NO SCALE Traffic flow Traffic flow Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO. For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car. If closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs. For night time flagging operation, provide floodlighting at flagger stations. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space. (See Length and Spacing Table) LENGTH AND SPACING TABLE APPROACH SPEED*1. 2. 3. 4. 5. 6. (See Length and Spacing Table) WORK SPACE G20-2 See Note 4 W20-1 See Note 4 W3-4 W16-2P (optional) W20-7 SIGN SPACING TABLE ROAD TYPE DISTANCE BETWEEN A B C *Approach speed based on the regulatory posted speed, not the advisory speed. BUFFER SPACE BUFFER SPACE LENGTH NOTE: Expressway / Freeway WORK ROAD AHEAD BE PREPARED TO STOP ROAD WORK END xxx FEET ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREAVARIABLEBUFFER SPACEABC (optional) A Flagger location Flagger location 635-5 STANDARD APPROVED FOR USE 6/2005 DRAFT: 8/2013 REVISED: MPH 70 65 60 55 50 45 40 35 30 25 20 FEET 730 645 570 495 425 360 305 250 200 155 115 Rural greater than 50 MPH Urban and Rural 35 MPH to 50 MPH Urban and Rural 30 MPH and less SIGNS IN FEET 1000 500 350 100 1500 500 350 100 2640 500 350 100 (WITH FLAGGERS) ROAD CLOSURE LAYOUT TEMPORARY TRAFFIC CONTROL STATE PROJECT NUMBER SHEET K.5 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n e . d g n 1 0 : 1 5 A M 3 1 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 NO SCALE Traffic flow Traffic flow See Note 4 W20-1 W20-7W20-4 See Note 4 G20-2 Spacing Table) (See Length and (optional) WORK SPACE (optional)(optional) (optional) W13-1P (optional) W16-2P 7. 6. 5. 4. 3. 2. 1. the buffer space. Do not allow equipment, materials, or vehicles to be parked or stored in Requirements, Section 156. For project specific minimum width, refer to the Special Contract For night time flagging operation, provide floodlighting at flagger stations. WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs. If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car. a conspicuous location on the rear of vehicle. Prominently display the For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO. Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel. Signs are shown for one direction of travel only. Place devices similar to LENGTH AND SPACING TABLE SPEED* APPROACH AREA TAPER SPACE BUFFER SPACE WORK CHANNELIZING DEVICE not the advisory speed. Approach speed based on the regulatory posted speed, * SIGN SPACING TABLE ROAD TYPE DISTANCE BETWEEN A B C LENGTH BUFFER SPACE NOTE: Expressway / Freeway WORK ROAD AHEAD ONE LANE ROAD AHEAD xx MPH xxx FEET ROAD WORK END ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC (See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)TERMINATION AREA Device spacing BUFFER SPACE Channelizing devices Flagger location Flagger location 635-6 STANDARD APPROVED FOR USE 6/2005 DRAFT: 8/2013 REVISED: MPH FEET 730 645 570 495 425 360 305 250 200 155 115 70 65 60 55 50 45 40 35 30 25 20 Rural greater than 50 MPH Urban and Rural 35 MPH to 50 MPH Urban and Rural 30 MPH and less SIGNS IN FEET 1000 500 350 100 1500 500 350 100 2640 500 350 100 (WITH FLAGGERS) SINGLE LANE CLOSURE LAYOUT TEMPORARY TRAFFIC CONTROL SPACING IN FEET 20 20 20 20 20 20 20 20 20 20 20 140 130 120 110 100 90 80 70 60 50 40 140 130 120 110 100 90 80 70 60 50 40 50' - 100'50' - 100' (optional) See Note 6 10' min. STATE PROJECT NUMBER SHEET K.6 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n f . d g n 1 0 : 1 6 A M 3 1 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 NO SCALE LENGTH AND SPACING TABLE SPEED* APPROACH AREA TAPER SPACE BUFFER SPACE WORK CHANNELIZING DEVICE not the advisory speed. Approach speed based on the regulatory posted speed, * SIGN SPACING TABLE ROAD TYPE DISTANCE BETWEEN A B C STOP HERE ON RED ROAD WORK END ROAD WORK END STOP HERE ON RED LENGTH BUFFER SPACE Expressway / Freeway xx MPH ONE LANE ROAD AHEAD WORK ROAD AHEAD (optional) light warning Type B See Note 5 STOP LINE Channelizing devices See Note 5 STOP LINE See Note 2 Temporary traffic signal to provide access to work space downstream taper if necessary Reduce or eliminate drums in See Note 2 Temporary traffic signal 635-9 STANDARD APPROVED FOR USE 6/2005 DRAFT: 9/2016 REVISED: MPH FEET SPACING IN FEET Rural greater than 50 MPH Urban and Rural 35 MPH to 50 MPH Urban and Rural 30 MPH and less SIGNS IN FEET 70 65 60 55 50 45 40 35 30 25 20 730 645 570 495 425 360 305 250 200 155 115 20 20 20 20 20 20 20 20 20 20 20 140 130 120 110 100 90 80 70 60 50 40 140 130 120 110 100 90 80 70 60 50 40 1000 500 350 100 1500 500 350 100 2640 500 350 100 it has two signal faces that are at least 8 feet apart and meets the other 50' - 100'50' - 100' (optional) (WITH SIGNALS) SINGLE LANE CLOSURE LAYOUT TEMPORARY TRAFFIC CONTROL See Note 7 10' min. 40' - 180' 40' - 180' STATE PROJECT NUMBER SHEET K.7 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] B o r d e r . U S [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 4 3 0 7 7 \ F L H - C e l l s . d g n l i b 8 : 5 9 A M 2 4 F e b r u a r y 2 0 1 6 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD (optional) W1-4 (optional)(optional) WORK SPACE Traffic flow Traffic flow W3-3 R10-6 See Note 6 G20-2 See Note 6 G20-2 Spacing Table) (See Length and 8. 7. 6. 5. 4. 3. 2. 1. See Note 6 W20-1 W20-4 (optional) W13-1P R10-6 NOTE: A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel. Signs are shown for one direction of travel only. Place devices similar to those ADVANCE WARNING AREA (See Sign Spacing Table) ABC (See Length and Spacing Table)VARIABLE TERMINATION AREA BUFFER SPACETAPER AREA BUFFER SPACE TAPER AREA A Device spacingSee Note 5 the buffer space. Do not allow equipment, materials, or vehicles to be parked or stored in Section 156. For project specific minimum width, refer to Special Contract Requirements, AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs. If closure is completely within the project limits, eliminate the "ROAD WORK pavement markings. Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with MUTCD Section 3B.02. markers between the work space and the stop line. Add no-passing lines in Section 3B.16. Remove existing conflicting pavement markings and raised For paved roadway surfaces, install stop lines complying with MUTCD must be determined by a qualified engineer. conditions as approved by the CO. If signals are moved, revised signal timing Final location and spacing of signs and devices may be changed to fit field automatically, ensure red signal indications are flashed to both approaches. engineer. When the signal is changed to the flashing mode either manually or provisions of the MUTCD, Part 4. Signal timing shall be established by a qualified Install and operate temporary traffic control signals in accordance with the requirements of Part 4 of the MUTCD. 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 NO SCALE STANDARD APPROVED FOR USE 6/2005 DRAFT: 6/2015 REVISED: 635-13 (WITH TEMPORARY BARRIER) SINGLE LANE CLOSURE LAYOUT TEMPORARY TRAFFIC CONTROL STATE PROJECT NUMBER SHEET K.8 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n h . d g n 1 0 : 1 9 A M 3 1 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD Traffic flow Traffic flow Install signs and other devices for single lane closure according to LENGTH AND SPACING TABLE SPEED* APPROACH AREA TAPER SPACE BUFFER SPACE WORK CHANNELIZING DEVICE RATE FLARE BARRIER CONCRETE 1:16 1:16 1:16 1:16 1:14 1:12 1:10 1:9 1:8 1:8 1:8 6. 5. 4. 3. 2. 1.LENGTH BUFFER SPACE Approach speed based on the regulatory posted speed, not the advisory speed.* NOTE: WIDTH CLEAR ZONE WORK ZONE barrier ends outside the work zone clear zone or protect the barrier ends Place barrier according to the AASHTO Roadside Design Guide. Terminate devices may be changed to fit field conditions as approved by the CO. to provide access to work space. Reduce or eliminate drums and barrier in downstream taper if necessary the buffer space. Do not allow equipment, materials, or vehicles to be parked or stored in when access is not needed. Place channelizing devices at downstream taper during non-work hours or Section 156. For project specific minimum width, refer to Special Contract Requirements, spacing Device pavement markings Remove conflicting Channelizing devices See Note 2 Temporary concrete barrier. See Note 4 TAPER AREA ( (optional) BUFFER SPACE VARIABLE WORK SPACE (See Length and Spacing Table) (optional) BUFFER SPACE TAPER AREA 50' - 100') (50' - 100') with a crash cushion. Include reflectors on barrier at 25' intervals. Standard 635-6, 7, 8, or 9. Final location and spacing of signs and FEETSPACING IN FEETFEETMPH 70 65 60 55 50 45 40 35 30 25 20 730 645 570 495 425 360 305 250 200 155 115 20 20 20 20 20 20 20 20 20 20 20 140 130 120 110 100 90 80 70 60 50 40 140 130 120 110 100 90 80 70 60 50 40 30 30 30 20 20 20 15 10 10 10 10 See Note 3 10' min. See Note 2 See Note 2 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 WIDTH "X" AREA 1 1 1 2 2 2 3 4 3 NUMBER OF POSTS POST SIZE D HOLE SIZE WOOD POST SELECTION TABLE SINGLE POST SIGN TWO POST SIGN SIGN INSTALLATION ANGLE POST DETAIL S e e N o t e 5 S e e N o t e 5 See Note 4 E d g e o f t r a v e l e d w a y E d g e o f p a v e d s h o u l d e r CL NO SCALE Post Local tangent Bottom of sign panel X H 1 H 1 D H 2 0.75XX X H 2 Y D H 1 0.2X 0.6X 0.2X D See post detail (typ.) Break-away holes. Long side of post D 90° 93° 635-14 STANDARD APPROVED FOR USE 6/2005 DRAFT: 9/2014 REVISED: 6" x 6" or larger. Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign. use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48" > 30' > 17' 12' - 16' > 13' < 10 65 - 95 65 - 95 50 - 65 50 - 65 20 - 50 10 - 20 10 - 20 6 x 6 4 x 6 4 x 6 6 x 6 4 x 6 4 x 4 6 x 6 4 x 6 4 x 4 (INCH)(INCH) 48 48 48 48 48 36 48 48 36 (INCH) 2 2 1.5 2 1.5 0 2 1.5 0 (SQFT) Other Shapes ≤ 48" Diamond ≤ 36" Other Shapes ≤ 12' Diamond ≤ 48" 200' 1 4 " 4 " 5 ' m i n . 4 ' m i n . 6' - 12' WOOD POSTS SIGN INSTALLATION TEMPORARY TRAFFIC CONTROL " dia. bolts 4 1Attach sign panels with a minimum of 2 - STATE PROJECT NUMBER SHEET K.9 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION JEFF 91420(1) WA ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 7 \ w a - a 2 0 1 3 0 2 0 _ n i . d g n 1 0 : 2 1 A M 3 1 J a n u a r y 2 0 1 7 FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD 1. 2. 3. 4. 5. 6. 7.State standards may be used as an alternative if approved by the CO. per post. H1 and H2 = Overall post length. Select post lengths to fit field conditions. D = Post embedment depth for average soil conditions. In areas where lateral distance is limited, a minimum the curb may be used. In pedestrian locations, or in areas with obstructed views, NOTE: See table for hole size parallel to sign face. Field drill holes through post 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 QUANTITIES PERMANENT TRAFFIC CONTROL TABULATION OF FOOTNOTE: Includes quantity for double application.[1] L.1 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 8 \ w a - a 2 0 1 3 0 2 0 p a . d g n WA JEFF 91420(1) 1 : 5 3 P M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 N 5 0 EL= 265.88 E= 818,093.592 N= 317,630.060 47+81.15 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT EL= 263.76 E= 818,308.987 N= 317,423.417 50+79.67 UPPER HOH RIVER ROAD WA JEFF 91420(1) SUSPEND PROJECT Double solid yellow 47+81.15 TO 50+79.67 MP 4 AOP PERMANENT TRAFFIC CONTROL L.2 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 8 \ w a - a 2 0 1 3 0 2 0 p b . d g n WA JEFF 91420(1) 6 : 4 5 A M 1 F e b r u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 N 7 5 8 5 8 0 N SUSPEND PROJECT EL= 332.03 E= 833,967.476 N= 315,476.235 85+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) 71+00 TO 85+00 TOWER CREEK PERMANENT TRAFFIC CONTROL Double solid yellow Double solid yellow EL= 319.92 E= 833,008.593 N= 314,584.308 71+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT NO SHOULDER 73+71 RT W11-10 76+76 LT OM3L 76+76 RT OM3R 78+18 LT OM3R 78+18 RT OM3L 81+68 RT W8-23 [1]83+79 RT OM3R FOOTNOTE Verifiy location in field.[1] L.3 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 8 \ w a - a 2 0 1 3 0 2 0 p c . d g n WA JEFF 91420(1) 1 : 5 5 P M 1 8 A p r il 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y : 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 1 0 5 1 1 0 1 1 5 103+00 TO 117+02.29 CANYON CREEK PERMANENT TRAFFIC CONTROL EL= 466.96 E= 844,624.648 N= 313,355.855 103+00 UPPER HOH RIVER ROAD WA JEFF 91420(1) RESUME PROJECT EL= 430.27 E= 845,968.915 N= 313,751.062 117+02.39 UPPER HOH RIVER ROAD WA JEFF 91420(1) END PROJECT N N Double solid yellow Double solid yellow L.4 STATE PROJECT NUMBER SHEET ] U S _ S u r _ f t 2 D [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 8 \ w a - a 2 0 1 3 0 2 0 p d . d g n WA JEFF 91420(1) 7 : 0 9 A M 2 F e b r u a r y 2 0 1 7 C . C o n r a d - - / - - - - 0 1 / 2 0 1 7 C h e c k e d b y : D e s i g n e d b y :76+76 RT OM3R 76+76 RT OM3L 76+76 LT OM3L 76+76 LT OM3R 104+67 LT R2-1 SPEED LIMIT 35 SPEED LIMIT 35 104+67 RT R2-1 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 REVISED: W633-7 WESTERN FEDERAL LANDS HIGHWAY DIVISION DETAIL APPROVED FOR USE 10/2009 6" x 8" when located within the clear zone or if the WOOD POSTS INSTALLATION PERMANENT SIGN Product of X-Y-Z in CUFT(inch) 8 x 12 8 x 10 6 x 10 6 x 8 6 x 6 4 x 6 4 x 4 775 575 385 300 235 180 80 2310 1610 1180 850 475 385 155 3465 2410 1170 1280 710 545 235 4620 3215 2360 1700 950 725 310 6'-0" 5'-0" 5'-0" 4'-0" 4'-0" 4'-0" 3'-0" "4 31 "4 31 "2 12 - - - - 7 ft 5 ft6 ft 2 ft For all retroflectorized signs where W > 25' all around (typ.) 3" minimum all around (typ.) 3" minimum all around (typ.) 3" minimum all around (typ.) 3" minimum 1 4 " 4 " " 2 1 maximum X=5 ft to 12 ft (max.) X=4 ft (min.) 18 ft (max.) X=10 ft (min.) to 22 ft (max.) X=14 ft (min.) to V may be reduced by 1 foot in rural districts for " lock nut16 5 " oversized washer16 5 " bolt16 5 " bolt thru the post8 3 " outside dia.) 4 1(1 oversized washer " nonmetallic16 5 9 : 1 7 A M 1 F e b r u a r y 2 0 1 7 ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 8 \ w a - a 2 0 1 3 0 2 0 p e . d g n FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION DETAIL U.S. CUSTOMARY DETAIL STATE PROJECT NUMBER SHEET L.5 JEFF 91420(1) WA SINGLE POST SIGNS POST DETAIL THREE POST SIGNS FOUR POST SIGNS MINIMUM DISTANCE TO SIGN SIGN INSTALLATION ANGLE SIGNS WITHOUT ANGLES TYPICAL MOUNTING FOR WOOD POST SELECTION TABLE Direction of traffic flow SIZE POST NUMBER OF POSTS 1 2 3 4 D diameter and hole depth Notch from curb Offset (W) Lateral Height (V) Mounting NOTE: NO SCALE 0.6X0.2X 0.2X W 0 . 5 Y Z ( t y p . ) D V Y 2 H 5. 4. 3. 2. 1.Traffic barrier protection is required for all posts larger than 1 H TWO POST SIGNS of traveled way Elevation at edge of traveled way Elevation at edge of traveled way Elevation at edge of traveled way Elevation at edge E d g e o f s h o u l d e r E d g e o f t r a v e l e d w a y E d g e o f s h o u l d e r E d g e o f t r a v e l e d w a y E d g e o f t r a v e l e d w a y E d g e o f s h o u l d e r Long side of post single post installations of post. Omit notch for Saw cut notch full width (See Post Selection table) Notch depth (where required) W 0.15X0.35X0.35X0.15X 0.125X0.25X0.25X0.25X0.125X Same post size V Y ( t y p . ) DBackfill material ( t y p . ) D Z 0 . 5 Y 0 . 5 Y Z V Y 93° 1 H 2 H 3 H 1 H 2 H 3 H 4 H Location Rural Districts Residence Districts Business or W W V Y 0 . 5 Y Z ( t y p . ) D 1 H CL Bottom of sign post See table for hole size post, parallel to sign face. Field drill holes through Finish ground line Same post size Backfill materialBackfill material Same post size Backfill material a secondary sign mounted below another sign. exceeds the limit for the largest post, use steel post installation. Values shown are the maximum permitted. If the product of XYZ E d g e o f t r a v e l e d w a y E d g e o f s h o u l d e r rectangle enclosing all the signs. - Multiple sign installations: X and Y are the dimensions of a dimensions of the signs. - Single sign, or back to back signs: X and Y are the overall For the purpose of post selection X and Y are as follows: longest post. Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below. D is the minimum post embedment depth for average soil to fit field conditions. indicate overall post length. Select post lengths 4 thru H1H clear zone. post is vulnerable to being struck when placed outside the 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7 Place delineators 2 feet from the edge of design shoulder " x 2" lag screws8 3using two 1,000 900 800 700 600 500 400 300 250 180 115 50 90 85 80 75 70 65 55 50 40 35 25 20 (FEET)(FEET) WESTERN FEDERAL LANDS HIGHWAY DIVISION DETAIL APPROVED FOR USE 1/2008 REVISED: DELINEATORS WASHINGTON W633-80 Spacing = 3 √ R-50. Curve spacing should not exceed 300 feet. The minimum spacing should be 20 feet. typ. 100' max. 50' 3" 4 " 4 " 4 " 1 " 8 " 1 "3" 6 " m i n . 4 5 " m i n t o 5 1 " m a x . 4 5 " m i n t o 5 1 " m a x . 4 5 " m i n t o 5 1 " m a x . 8' max. 2' min.8' max. 2' min. 9 : 1 8 A M 1 F e b r u a r y 2 0 1 7 ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 8 \ w a - a 2 0 1 3 0 2 0 p f . d g n FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION DETAIL U.S. CUSTOMARY DETAIL STATE PROJECT NUMBER SHEET L.6 JEFF 91420(1) WA NO SCALE 5. 4. 3. 2. 1. Manufacturer's bury depth PLACEMENT ON HORIZONTAL CURVES PLACEMENT AT BRIDGE APPROACHESREFLECTIVE SHEETING DETAIL ON HORIZONTAL CURVES DELINEATOR SPACING CURVE RADIUS SPACING (S) NOTE: guide for delineation layout. Control Devices for Streets and Highways (MUTCD) as a Use the current edition of the Manual on Uniform Traffic of the traffic delineators. pavement to be placed later when establishing the elevation the ultimate pavement, allow for the thickness of base and When the contract does not provide for the construction of on this sheet. mount a shorter delineator onto the guardrail post as shown Either drive the delineator in line with the guardrail posts or Install delineators behind the rail at guardrail locations. unless otherwise specified. delineator if this allowance is exceeded. to exceed one quarter of the normal spacing. Eliminate the delineator may be moved in either direction a distance not When a delineator falls within a cross road or approach, the FACING TRAFFIC BACK SIDE manufacturer are also acceptable submitted by the delineator Other approved fastening methods with washers at centerline of post. Fasten delineator to guardrail post outside of curve at spacing S Install delineators on E d g e o f s h o u l d e r E d g e o f s h o u l d e r traffic departing the bridge so that it is visible for Locate initial delineator Final delineator may be removed if B > S/2 the view of the bridge delineator for approaching traffic Locate initial delineator so that it does not hinder P T P C A b o v e n e a r t r a v e l l a n e e d g e (Use only with wood guardrail posts) A b o v e n e a r t r a v e l l a n e e d g e A b o v e n e a r t r a v e l l a n e e d g e reflective sheeting Top edge of Top edge of reflective sheeting Top edge of reflective sheeting sheeting retroreflective White from the table, or calculated using the formula: Spacing for a specific curve may be interpolated GROUND MOUNTED FLEXIBLE DELINEATOR GUARDRAIL MOUNTED OPTION FLEXIBLE DELINEATOR SURFACE MOUNTED FLEXIBLE DELINEATOR S S B S 7 0 % P L A N I N H A N D 0 4 - 1 8 - 2 0 1 7 10'30'10'30'10' 2' to 6' REVISED: 10/2012 W634-2 WESTERN FEDERAL LANDS HIGHWAY DIVISION DETAIL APPROVED FOR USE 10/2007 PAVEMENT MARKINGS LINEAR 2' 3 0 ' m a x . 4 ' m i n . 2 " 2 " 4 " 4 " 4" dotted white line 4" solid white edge 4" solid double 4" dotted white Locate 12" wide stop line to 4" solid white edge line 4" broken yellow centerline 9 : 1 8 A M 1 F e b r u a r y 2 0 1 7 ] U S C [ c : \ m y f i l e s \ p w _ p r o d u c t i o n \ d 0 2 9 0 7 4 8 \ w a - a 2 0 1 3 0 2 0 p g . d g n FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION DETAIL U.S. CUSTOMARY DETAIL STATE PROJECT NUMBER SHEET L.7 JEFF 91420(1) WA NOTE: NO SCALE s s w Transition C u r v e w i d e n i n g Tr a n siti o n S ho u l d e r s T r a v e l L T r a v e l L S ho u l d e r s s L L s when specified in plans S h o u l d e r L a n e T r a v e l L a n e T r a v e l S h o u l d e r required by the maintaining agency. pavement markings when specified on the plans or when Typical pavement marking widths are shown. Use wider for curve widening transition locations. throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within Paint centerline pavement markings on curves with curb interface when curb is present. Place edge line pavement markings at asphalt/concrete required by the maintaining agency when specified in the plans or when Increase spacing between parallel lines 3. 2. 1. markings when specified Approach road pavement TYPICAL PAVEMENT MARKING APPLICATIONS CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE CENTERLINE DETAIL See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline 2 L + w break specified in plans extension when edge line line when specified in plans yellow centerline line extension Turnout Edge of pavement allow sufficient sight distance Major approach road Minor approach Centerline as required Edge line when specified in plans and location of top lift pavement joint Offset centerline for pavement markings Design Edge line when specified in plans 2w L + 2w L + 2 w CL CL L a n e L a n e 70 % PL A N IN HA N D 04 - 1 8 - 2 0 1 7