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HomeMy WebLinkAbout012422ca01 Department of Public Works O Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners Mark McCauley, Interim County Administrator From: Monte Reinders, Public Works Director/County Engineer Agenda Date: January 24, 2022 Subject: Approval of Plans for Improvements to a County Road, AND Approval of the Call for Bids Thorndyke Road MP 4.71 Culvert Replacement County Project No. 18020580, County Road No. 418708 RCO Project No. 20-1657R Statement of Issue: Per RCW 36.77.010 and as part of the County road system, the Board of County Commissioners is asked to approve the Thorndyke Road MP 4.71 Culvert Replacement, project plans. The Board is also asked to approved the Call for Bids. Analysis/Strategic Goals/Pro's Et Con's: Thorndyke Road MP 4.71 Culvert Replacement is a transportation improvement project included in the officially adopted 2022-2027 Transportation Improvement Program (TIP) as Item No. 11. The project will replace the fish barrier culverts at this location with a bridge. Fiscal Impact/Cost Benefit Analysis: The Engineer's Estimate for construction is $1,656,400. The project is funded at 85% by the Fish Barrier Removal Board and a $200,000 grant from the the National Fish Passage Program, with the remaining $48,460 in funding to be provided by the County Road Fund. Recommendation: The Board is requested to approve the project plans and indicate this approval by way of the Chairperson's signature on the project plan's cover sheet. The Board is also requested to sign the Call for Bids, and return to Public Works. Department Contact: Mark Thurston, Project Manager, 385-9210. Reviewed By: 7h 0-4/2- 7— Mark McCauley, erim County Administrat r Date NOTICE TO CONTRACTORS CALL FOR BIDS Thorndyke Rd. MP 4.71 Culvert Replacement County Project No. 18020580 Notice is hereby given that the Board of County Commissioners of Jefferson County, State of Washington, will receive sealed bids until 9:30 a.m. on February 28, 2022 at the Office of the County Commissioners, basement level of the Jefferson County Courthouse, 1820 Jefferson Street, P.O. Box 1220, Port Townsend, Washington, 98368, for construction of the Thorndyke Road MP 4.71 Culvert Replacement, County Project No. 18020580. Sealed bids will be opened and read publicly at 10:30 a.m., or shortly thereafter, on the same day in the Jefferson County Commissioners Chambers, basement level of the Jefferson County Courthouse. NOTE: No In - Person Attendance Allowed per Jefferson County RESOLUTION No. 45-21. To participate via Zoom click on https://zoom.usli/93777841705. To participate by telephone call 1-253-215-8782 and enter access code: 937-7784-1705# This contract provides for the improvement of Thorndyke Road by replacing the culvert at Thorndyke Road MP 4.71 in Jefferson County near Port Ludlow, Washington. Work includes the removal of the existing culverts, installation and removal of a temporary traffic bypass, installation of a new buried bridge, structural earth walls, HMA wearing surface, guardrail, reconstruction of stream channel and installation of large woody debris, and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. The Engineers Estimate is $1,656,400. Bids shall be submitted in accordance with the plans and specifications on file at the Department of Public Works, 623 Sheridan Street, Port Townsend, Washington, where copies may be obtained by prospective bidders. Hard copies and/or electronic copies may also be obtained by emailing pubworks a�)co.jefferson.wa.us or by calling (360) 385-9160. Each bid shall be accompanied by a surety bond, postal money order, cash, cashiers check or certified check payable to the Treasurer of Jefferson County in the sum of five (5%) percent of the bid amount, to be forfeited to Jefferson County by the successful bidder if he/she fails to enter into a contract and file an acceptable surety bond in the amount of 100% of the contract price within ten (10) days of the award. The Board of County Commissioners reserves the right to reject any and all bids, and to accept the bid deemed most advantageous to Jefferson County, and to waive all informalities in the bidding. The Jefferson County Public Works in accordance with Title VI of the Civil Rights Act of 1964 (78 Stat. 252.42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. Dated this day of 2022. BOARD OF JEFFERSON COUNTY COMMISSIONERS Chair SHEETINDEX SHEET DWG, TITLE , C1.0 COVER 5HEET 2 Ct,, LEGENDS, ABBREVIATIONS AND NOTE5 3 C 1.2 EX15TING CONDITIONS AND HORIZONTAL CONTROL PLAN 4 C 1.3 517E PREPARATION PLAN 5 C2.0 DEWATERING AND STREAM BYPA55 PLAN 6 C3.0 TE5C PLAN 7 C4.0 ROADWAY ALIGNMENT PLAN 6 C4, 1 ROADWAY TYPICAL SECTIONS 9 C4,2 ROADWAY PLAN AND PROFILE 10 C4.3 MAINTENANCE OF TRAFFIC PLAN AND PROFILE II C5.0 STREAM PLAN VIEW 12 C5. 1 STREAM AND ROADWAY PROFILES 13 C5.2 STREAM DETAIL5 14 C5.3 5TREAM DETAIL5 15 C5.4 STREAM DETAILS 16 C5.5 5TREAM DETAIL5 17 C5.6 5TREAM DETAILS 18 C5.7 5TREAM DETAIL5 19 C5.8 51TE RE5TORATION PLAN 20 C5.9 PLANTING PLAN 21 C5.1 O 51TE RE5TORATION 4 PLANTING DETAILS 22 51.0 BURIED BRIDGE LAYOUT 23 52.0 FOUNDATION PLAN AND DETAIL5 24 53.0 ABUTMENT REINFORCING 25 54.0 STRUCTURAL EARTH WALL LAYOUT AND DETAILS 26 55.0 FRAMING PLAN AND BURIED BRIDGE DETAILS 27 56.0 GIRDER DETAILS I OF 3 28 57_0 GIRDER DETAILS 2 OF 3 29 58.0 GIRDER DETAILS 3 OF 3 30 59.0 FALL PROTECTION FENCE DETAILS 31 510.0 BAR L15T 5CHEDULE SITE DATA: THORNDYKE RD PORT LUDLOW, WA N: 306302.50 E: 1172158.95 OWNER/ APPLICANT: JEFFER50N COUNTY 623 5HERIDAN STREET PORT TOWN5END, WA 98368 TEL: (360) 385-9160 CONTACT: MARK THUR5TON CIVIL ENGINEER: KPFF CONSULTING ENGINEER5 61 2 WOODLAND 50UARE LOOP 5E, SUITE 100 LACEY, WA 98503 TEL: (3GO) 292-7230 FAX: (3GO) 292-7231 CONTACT: MATT M15KOVIC SURVEYOR: VAN ALLER 5URVEYING P.O. BOX 757 CARL513URG, WA 9832A TEL: (360) 683-3438 CONTACT: BRIAN VAN ALLER CHAIRMAN, JEFFERSON COUNTY COMMISSIONERS APPROVAL DATE SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON THORNDYKE ROAD MP 4.71 CULVERT REPLACEMENT PORT LUDLOW, WASHINGTON PROP05ED BURIED BRIDGE i R4111T-OF-WAY LINE I ��4 , POPE RES CES f i yf � r � i:-Z" APPROVALDATE 104 9 �'MML I.V.f x I© O LA(E l5kDGEHAVEN SOIlAMiSn HARBOR %% PROJECT SITE THORNUKE TOUR LAKE CORNS 3 LOFALL VICINITY MAP - 4 NORTH LINE SECTION 24 POPE RESOURCES 701-244-001 WETLAND A EX15TING CULVERTS _ ^: ? _7 - V WETLAND 11 }r s a O Iy� POPE RESOURCES \ J e " 701-244-001 \ K ,)tl • , e,usTING cuwERr JJJ V t PROJECT SITE SCALE: I" = GO' SCALE: NT5 O 120 HORIZONTAL 2ATLIM:• 5 8&4232' E ALONG THE EA5T-WE5T CENTERLINE OF 5ECTION 19 A5 SHOWN ON VOLUME 18 OF 5URVEY5, VERTICAL DATUM: PAGE 138, AND AL50 VOLUME 33 OF 5URVEYS, PAGE 92. ALL RECORD5 OF JEFFER50N COUNTY, WA5HINGTON. A55UMED ELEVATION COORDINATE5 FOR TH15 MAP ARE BASED ON THE OF 58.00' ON TOP OF A WA5HINGTON COORDINATE 5Y5TEM NORTH ZONE, 5ET 5PIKE AT CONTROL NAD83/91 PER VOLUME 25 OF 5URVEY5, PAGE 85-87 POINT M 100 , RECORDS OF JEFFERSON COUNTY, WA5HINGTON. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON r PROPOSED LEGEND PAVEMENT REMOVAL SYMBOL INDEX CHANNEL RESTORATION GRAVEL SYMBOL DESCRIPTION SECTION IDM OFF -CHANNEL HABITAT PROPOSED BURIED BRIDGE k' SECTION TAG STREAM SHEET WHERE MEANDER BAR SECTION 15 LOCATED UNDISTURBED GROUND HYDROMULCH SLASH BLANKET ER05ION CONTROL BLANKET STABILIZED CONSTRUCTION ENTRANCE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXCAVATION LIMITS LARGE WOODY MATERIAL FLOW DIRECTION CLEARING 4 GRUBBING LIMITS FISH BLOCK NET DAM OR CUTOFF WALL STREAM 15YPA55 PIPE STREAM 13YPA55 PIPE TO REMAIN (FILL WITH CDF) SANDBAG STILLING BA51N HIGH VISIBILITY FENCE HIGH V151BIIUTY SILT FENCE OUARRY 5PALL LINED CHANNEL 02 EXTENTS DETAIL IW x ` SHEET WHERE DETAIL 15 LOCATED fA - REFER TO POINT NUMBER IN TABLE XXX.XX DETAIL CALLOUT NOTE CALLOUT PROPOSED GRADE ELEVATION PROPOSED ALIGNMENT STATIONING ABBREVIATIONS: APPROX APPROXIMATELY ¢ CENTERLINE CDF CONTROLLED DENSITY FILL CF5 CUBIC FEET PER SECOND CMP CORRUGATED METAL PIPE CP CONTROL POINT DBH DIAMETER AT BREAST HEIGHT DEMO DEMOLITION DIA DIAMETER DWG DRAWING DWY DRIVEWAY E EAST, EA5TING ELEV ELEVATION EX EXISTING FT FEET HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORIZ, HORZ HORIZONTAL HW/D HEADWATER -TO -DIAMETER IE INVERT ELEVATION N NCHES LF LINEAR FEET LWM LARGE WOODY MATERIAL MAX MAXIMUM MIN MINIMUM MOT MAINTENANCE OF TRAFFIC N NORTH, NORTHING N75 NOT TO SCALE NW NORTHWEST OHWM ORDINARY HIGH WATER MARK OFF OFFSET PVC POLYVINYL CHLORIDE R RADIUS RD ROAD ROW RIGHT-OF-WAY 5 SOUTH 5E 50UTHEA5T SEW STRUCTURAL EARTH WALL 5T STREET 5TA STATION 5TD STANDARD SW SOUTHWEST TYP TYPICAL W/ WITH W5E WATER SURFACE ELEVATION SURVEY NOTES: 5URVEY PROVIDED BY JEFFER50N COUNTY. VERTICAL DATUM: A55UMED ELEVATION OF 58.00 ON TOP OF A SET SPIKE AT CONTROL POINT II100. HORIZONTAL DATUM: 5 &W4Z32' E ALONG THE EAST -WEST CENTERLINE OF SECTION 19 AS SHOWN ON VOLUME 18 OF SURVEYS, PAGE 138. AND AL50 VOLUME 33 OF SURVEYS, PAGE 92, ALL RECORDS OF JEFFERSON COUNTY, WASHINGTON. BOUNDARY NOTE: COORDINATES FOR THIS MAP ARE BASED ON THE WASHINGTON COORDINATE SYSTEM NORTH ZONE, NAD83J91. PER VOLUME 25 OF SURVEYS, PAGE 85-87 RECORDS OF JEFFER50N COUNTY, WASHINGTON. PROCEDURE5: TRIMBLE 57 3' ROBOTIC TOTAL STATION TRIMBLE TSC2 DATA COLLECTOR. TH15 MAP 15 BASED ON A GROUND SURVEY UTILIZING CONVENTIONALTRAVER5E METHOD5 WITH CLOSURES THAT MEET OR EXCEED THE STANDARDS CONTAINED IN WAC 332-130-090. CIVIL GENERAL NOTES: I . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 51TE CONDITION5 IN THE FIELD BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE DESIGN TEAM OF ANY DISCREPANCIES WITH THE RESPECT TO THE PLANS. 2. ANY DAMAGE TO EX15TING SUBSURFACE OR SURFACE FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO C05T TO THE OWNER. 3, THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION TO AVOID DAMAGE. THE CONTRACTOR 15 RESPONSIBLE FOR PROTECTING AND PRESERVING THE INTEGRITY OF EXISTING 51TE UTILITIES DURING CONSTRUCTION. 4. 51TE ACCESS DURING CONSTRUCTION 15 LIMITED TO THE STABILIZED CONSTRUCTION ENTRANCE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING FEATURES D15TURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION, UNLE55 OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS. EXISTING LEGEND THORNDYKE ROAD RIGHT-OF-WAY NOTE: RIGHT-OF-WAY CENTERLINE THE RIGHT OF WAY CENTERLINE FOR THORNDYKE ROAD WAS CALCULATED BY USING BEST FIT LINES OF — EDGE OF RIGHT-OF-WAY THE HELD LOCATED CENTERLINE ALONG THE TANGENTS OF THORNDYKE ROAD AS SHOWN ON THE JEFFERSON COUNTY ROAD PLAN AND PROFILE MAP ENTITLED 'COUNTY ROAD PROJECT NO. 291 , - ROADWAY CENTERLINE THORNDYKE ROAD, THORNDYKE CR. 5ECTION, COUNTY ROAD NO, 9' APPROVED 19G7. THE WIDTHS OF THE RIGHT OF WAY AS SHOWN HEREON WERE CALCULATED BY HOLDING THE P.I. STATION OF 85+54. 1 - EDGE OF PAVEMENT AS SHOWN ON THE JEFFER50N COUNTY ROAD PLAN AND STATIONWDTH CALL OUTS PER THE QUIT CLAIM DEED FILED UNDER VOLUME 174 OF DEED5, PAGE 3 19. RECORDS OF JEFFERSON COUNTY, — — — - CREEK THREAD LINE WASHINGTON. DITCH LINE / WATER LINE GROUND BREAK LINE BRUSH LINE FOG LINE r T17T17 Zl1C Z11T77 7�1L Z CULVERT LINE EDGE OF RIP -RAP — — — — - me - — — - - MAJOR CONTOUR — -- — -- -- -- -- MINOR CONTOUR DECIDUOUS TREE, (TRUNK DIAMETER AND SPECIES IF KNOWN) .� CONIFEROUS TREE, (TRUNK DIAMETER AND SPECIES IF KNOWN) -------------------'-� 0-100 YEAR lllr' CONTROL POINT EX15TING WETLAND f P�5'1PiM1f=Q EXISTING RIP RAP LEGEND GRADE BREAK ------ EDGE OF STREAM DITCH — — - - — RIGHT-OF-WAY — - '� " " �• ROAD CENTERLINE FOG LINE EX15TING WETLAND ` EX15TING CULVERT EX15TING ROADWAY - 5TREAM EXISTING RIP RAP EX15TING MAJOR CONTOUR EX15TING MINOR CONTOUR FLOW DIRECTION POPE RESOURCES 701-244-001 CREEK THALWEG(TYP) -- // EDGE OF WATER LINE (TYP) J WATER GAUGE 1 .00' MARK: 44,34' GRAVEL BAR SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON NORTH LINE SECTION 24 POPE RESOURCES 701-244-001 GO, CMP CULVERT IE: 40,8 FX15TING TREE (TYP) ��/ •� � PROPOSED CENTERLINE LINE 2 4-� . - - I TM�Cjj(•)b4 J N57"16'45"E_ • - _ _ - ,F •Crt 60' CMP CULVERT IE: 39.T s ` � • f 4 � � ♦� �fJI c FOG LINE [TYP)� / / r- . ! �• RIGHT-OF-WAY LINE (fYP) f •�. DITCH LINE (TYP) / .00" ED CENTERLINE LINE 1 N54"07'00"E 374.60' �A- '' ./ / ./• • POPE RESOURCES / . / /-• f , _ gyp. 701-244-001 START OF ALIGNMENT / 5TA: 30+00.00 N: 305.982.58 E: 1. 17 I ,645.43 NOTE: SURVEY PROVIDED BY JEFFERSON COUNTY - � � r a � + • Ex1511NG CULVERT5 60'CMP CULVERT + IE: 40.79 04 ■ fl R)P-RAP / WA"R 0"t J 2,40' MARK: 39.98r ALIGNMENT ANGLE POINT 5TA: 33+74,59 GRAVEL BAR N: 306,202,15 E: 1. 171 ,948,93 GRAVEL CONTROL POINT TABLE CP # NORTHING EASTING ELEVATION DESCRIPTION 100 306, 139.44 1,171 .837.36 58.45' 5ET 112"0 REBAR W/ PLASTIC CAP 1 O( 306,318.50 1.172.150.23 58.00' SET SPIKE 102 306,295.66 1,172,483.32 77.41' SET 1/2'0 REBAR W/ PLASTIC CAP 105 306,118.63 1, 172,759.66 io3.1d' SET I/2'O REBAR W/ PLASTIC CAP PROPOSED CENTERLINE CURVE 1 A:40"37'20" L: 381.30' R: 537-81' PROPOSED CENTERLINE LINE 3 S82'00'05"E 1-er } POPE RESOURCES PROPOSED CENTERLINE CURVE 2 701-244-001 A: 36'5r56' L 425 57' y R: 661.1 V -`_T � 1 crrlaz ILI DITCH LINO ITYP) �:60'CMP '-' WETLAND S' -' -..,\ 1 8' CMP CULVERT f*OPE HESDIfRCES 7DF-241-OOi r q 16 95.2 '.' aId` !I¢ P qqx PROPOSED CENTERLINE LINE 4� O S45'28'19"E 12. 70' _ } END OF ALIGNMENT rx'73C_- 5TA: 42+50.30 N: 306, 115.56 �JJJJ L .� a E: 1,172,744. 16 � s EXISTING CONDITIONS PLAN SCALE: I' = 40' N 0 40 80 to 5CALE hORIZONTAL DATUM: 5 88°42'32' E ALONG THE EA5T-WE5T CENTERLINE OF SECTION 19 A5 SHOWN ON VOLUME 18 OF 5URVEY5, VERTICAL DATUM: PAGE 138. AND AL50 VOLUME 33 OF 5URVEY5, PAGE 92. ALL RECORD5 OF JEFFER50N COUNTY, WA5HINGTON A55UMED ELEVATION COORDINATE5 FOR TH15 MAP ARE BA5ED ON THE OF 58.00' ON TOP OF A WA5111NGTON COORDINATE 5Y5TEM NORTH ZONE, 5ET SPIKE AT CONTROL NAD83191 PER VOLUME 25 OF 5URVEY5, PAGE 85-87 POINT # 100 , RECORDS OF JEFFER50N COUNTY, WA5HINGTON. EXCAVATION LIMITS - LWM 03 14' CJ`DAR -� LWd,I 02 8' CEDAR L1M,A ir .� I a„ e• Pik. ffEGRi PAVEMENT - .. REMOVAL r r � r � ! r `'a •1 , z 6Z LWM N8 );I /.. 10' FIR ,� LWM N9 Y 10" FIR LWM N10 . I - 12' CEDAR m 12" CEDAR LWM N5 G' CEDAR . F- LWM 0114 G' CEDAR r, •/% f LT ASPHARET/dVA1 �'/. -// • f / � f / /. Y.41 7 LWM N I I j / 2' CEDAR' - LWMN12 io rD �s r 1 O' CEDAR LWM N 13 r 10" FIR •� I LWMN14 6• FIR '- LWM Nl5y 12' CEDAR - x` a r. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON TREE REMOVAL SUMMARY DBH (IN.) SPECIES 6 6 10 12 14 16 1 18 1 20 26 60 1 TOTAL ALDER 0 9 10 19 16 10 1 5 0 0 70 CEDAR 2 O 2 4 O 1 I O O O 10 FIR 1 O 3 O 1 0 O O O 1 6 HEMLOCK O O O 1 O O O O 1 0 2 MAPLE O O 2 1 O O O O 0 0 3 EX15TING TREE LT) P) I NOTE: I , ALL COIIFCR TREES 5HALL BE REMOVED WITH ROOTWAO A17AOI ED AND REU5ED ON-51TE. • \. .� 1, }. CO FOR PLACEMENT Of H�U9 TREC5 vATHiN CLEARi NG U415 51ALL B{ D15TRi8ulM O+t DI5TUItB i SLOPE!, RESTORATION OF THE BYPASS ROADWAY AREA. REMOVE EXISTING CULVERTS r,� t 2. REMOVE ALL EXLS7ING RIFRAP AND BANK PROTECTX7N WHIN {XCAVATH7N UMRS• 3, EX5i1HG TREE R 19 SHALL BE CUT AT GROUND LEVEL INTO 25SEGMENTS TO REU5{ A5 LWM. ._ WETLAND A. _ _ STUMP SHALL REMAIN IN PLACE. • LWM r7 fry ROW RYP} / 5TA: 37+23.00 END PAVEMNT REMOVAL - — — _ — _ o AMMUMMIA 1 - / f / • f. f � • /Ifl) / %. f f •f - f / y% '//� .f/%`� LWM 918 %f % .% ./- - % ,f% /% •• % / - .10' CEDAR Zf%'�_ffY%rfff� J%%%%e��ff%/%/�% f •LWMat17 6� R9 a��� E � �-�-` f f // f /' •f/ I/f - f / % f % y f f ' 49 CEDAR - SEE NOTE 3. • _ �• _ WETLAND B . FX15TING RIP RAP TO BE REMOVED CLEAR AND GRUBBING � LIMITS (TYP) +1 SITE PREPARATION PLAN SCALE: I' - 20' O 20 40 SCALE LEGEND CLEAR AND GRUBBING LIMITS EXCAVATION LIMITS PAVEMENT REMOVAL REMOVAL EXISTING WETLAND Cxe STREAM EX15TING CULVERT EX15TING ROADWAY T " FLOW DIRECTION �. RIGHT-OF-WAY FX15TING MAJOR CONTOUR •• - EX15TING MINOR CONTOUR EX15TING RIP RAP HORIZONTAL DATUM-, 5 88.42'32" E ALONG THE EA5T-WE5T CENTERLINE OF SECTION 15 AS SHOWN ON VOLUME 18 OF SURVEYS, VERTICAL DATUM: PAGE 138. AND AL50 VOLUME 33 OF SURVEYS, PAGE 92, ALL RECORD5 OF JEFFERSON COUNTY, WASHINGTON. ASSUMED ELEVATION COORDINATES FOR THI5 MAP ARE BASED ON THE OF 58.00' ON TOP OF A WASHINGTON COORDINATE SYSTEM NORTH ZONE, SET SPIKE AT CONTROL NAD83/91 , PER VOLUME 25 OF SURVEYS, PAGE 85-87 POINT N 100 RECORDS OF JEFFER50N COUNTY, WASHINGTON. CONSTRUCTION SEQUENCE: I. INSTALL STREAM BYPASS PIPE AND DAM OR CUTOFF WALL. 2, INSTALL 15YPA55 ROAD. 3. REMOVE EXISTING CULVERTS AND A550CIATED EMBANKMENT. 4, INSTALL STRUCTURE PER THE FOLLOWING: 4. I . INSTALL BURIED BRIDGE FOOTINGS. 4. 1 . INSTALL STREAM SECTION WITH PARTIAL HEIGHT STRUCTURAL EARTH WALL. 4.2. INSTALL BURIED BRIDGE VOIDED SLAB GIRDERS AND CAST END DIAPHRAGM CLOSURE. 4.3. AFTER THE END DIAPHRAGM HAS CURED. COMPLETE FULL HEIGHT OF STRUCTURAL EARTH WALL5. 5. RETURN TRAFFIC TO THORNDYKE ROAD, REMOVE BYPASS ROAD AND RESTORE ASSOCIATED 5TREAMBED. G. SLOWLY RETURN STREAM FLOW TO RESTORED CHANNEL, MINIMIZING SEDIMENTATION. L 4-2\, W� 1r F15H BLOCK NET TO BE INSTALLED / REMOVED BY ' BIOLOGIST - q �® v 7. REMOVE STREAM BYPASS PIPE TO EMBANKMENT EXTENTS. FILL STREAM BYPA55 PIPE TO REMAIN WITH CDF PER THE REQUIREMENT5 OF W5DOT SPECIFICATION 2-09.3(1)E, / TEMPORARY STREAM BYPA55 PIPE. BYPASS PIPE INSTALLED THROUGH ROAD EMBANKMENT. FILL PIPE TO REMAIN WITH CDF. -f lp Jr fir\ / , `•� I w l BYPASS PLANS ARE CONCEPTUAL DESIGN FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE FINAL DESIGN. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON CONTRACTOR DE51GNED DAM OR CUTOFF WALL LEGEND F15H BLOCK NET DAM OR CUTOFF WALL STREAM BYPA55 PIPE STREAM BYPA55 PIPE TO REMAIN (FILL WITH CDF) 5AND13AG STILLING BA51N EXISTING ROADWAY f 4- - EXISTING CULVERT STREAM EXISTING WETLAND F PROPOSED BURIED BRIDGE [ FLOW DIRECTION PROP05ED MAJOR CONTOUR XX 1 1 • � '� '� �� !� e i ' 4 PROPOSED MINOR CONTOUR EX15TING MAJOR CONTOUR XX- ® - - - WEILAN'A • EXISTING MINOR CONTOUR - $Y ROW (TYP) N. '�"`,' �•� \ ._ .. .. .... ;ice �•'�': .. �: �� � \ .1 0 5 }' • • • ' WETLAlJ. - . - . - ` F15H BLOCK NET TO BE INSTALLED / REMOVED BY DIOLOG15T � 5ANDBAG STILLING BASIN x .' •I AT BYPA55 OUTLET 1 �. I wf BYPASS NOTES: ti u I PLACE SAND BAGS FIRMLY AGAIN5T GROUND LINE AND ADJACENT SAND BAGS. 1 Y 2. F15H REMOVAL 5HALL BE PROVIDED BYTHE CONTRACTOR PRIOR TO DEWATERING 1 ! 1 SEE 5PECIAL PPOV15ION TEMPORARY STREAM DIVER51ON PLAN 1 0 3. METHOD OF PLACEMENT AND REMOVAL OF DAMS, BYPA55 PIPE, AND ALL IN -WATER ITEMS MUST BE APPROVED BY THE ENGINEER. + 4. BYPA55 OUTFALL SHALL BE PLACED TO MINIMIZE THE ENERGY OF FALLING WATER. PLACE OUTFALL AS CL05E TO GROUND ELEVATION AS FEASIBLE. PROVIDE ® HYDRAULIC ENERGY DISSIPATION SYSTEM. OUTFALL SHALL BE REMOVED AT COMPLETION OF STREAM WORK. ~ 5. ALL SAND BAGS SHALL BE REMOVED FROM THE SITE WHEN DIVERSION 15 / / G. REMOVED. GRAVITY BYPASS SYSTEM, IF USED BY THE CONTRACTOR, SHALL BE 51ZED TO N CONVEY A MINIMUM OF 20 CPS WITH A HEADWATER TO DIAMETER (HW/D) RATIO J OF 0.5 OR LESS. IF PUMP 15 USED, THE CONTRACTOR SHALL USE PUMPING EQUIPMENT OF EQUAL CAPACITY TO THE MINIMUM FLOW RATE OF A GRAVITY PIPE. r� ■Jl 7. IF STREAM BYPA55 PIPE 15 BORED, ALL SLURRY, DRILLING FLUID, LUBRICANT, AND - 501L D15CHARGE SHALL BE COLLECTED AND NOT ALLOWED TO ENTER THE STREAM. O 30 60 • J / 8. STREAM BYPASS PUMP SCREEN INTAKES, IF USED, SHALL BE BACKWATERED WITH Mm b C THE PLACEMENT OF THE DOWNSTREAM TEMPORARY 150LATION DAM TO ALLOW SCALE x FISH TO VOLITIONALLY AVOID THE INTAKE SCREEN AND PREVENT IMPINGEMENT. DEWATERING AND STREAM BYPASS PLAN SCALE: I' = 30r HORIZONTAL DATUM; 5 W'42'32' E ALONG THE EA5T-WE5T CENTERLINE OF SECTION 19 AS SHOWN ON VOLUME 18 OF 5URVEY5, VERTICAL DATUM: PAGE 138, AND AL50 VOLUME 33 OF SURVEYS, PAGE 92, ALL RECORDS OF JEFFERSON COUNTY, WASHINGTON. A55UMED ELEVATION COORDINATES FOR THI5 MAP ARE BASED ON THE OF 58.00' ON TOP OF A WASHINGTON COORDINATE SYSTEM NORTH ZONE, SET SPIKE AT CONTROL NAD83/91 , PER VOLUME 25 OF 5URVEY5, PAGE 85-87 POINT N 100 RECORDS OF JEFFER50N COUNTY, WASHINGTON. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON NOTES: . THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACIUTIES FACIUTIES 15 THE RE5PON5113ILITY OF THE APPUCANT/TESC 5UPERV15OR UNTIL ALL CONSTRUCTION 15 APPROVED. 2. THE BOUNDARIES OF THE CLEARING UMITS SHOWN ON TH15 PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO D15TUR13ANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. 3. 5TA13ILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 4_ THE TESC FACILITIES SHOWN ON TH15 PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUCTION WITH ALL CLEARING AND GRADING 50 A5 TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS. DRAINAGE SYSTEMS. AND ADJACENT PROPERTIES 15 MINIMIZED. 5. THE TESC FACILITIES SHOWN ON TH15 PLAN ARE THE MINIMUM REOUIREMENTS FOR ANTICIPATED 51TE CONDITIONS_ DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED A5 NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING 51TE CONDITIONS, G. 5EE SECTION 8-02 OF THE SPECIAL PROVISIONS FOR HYDR05EED MIXTURE RATES, Ext5T1NGLVLVERlS �.. �X f J � P r - 1 '- BIODEGRADABLE ERO510N CONTROL BLANKET' 1s TEMPORARY BYPASS ROAD III MA 511RPACE] QUARRY SPAU LINED CHANNEL (REMOVE WITH TEMPORARY BYPASS ROAD? TESC PLAN SCALE: I' = 20' LEGEND 5TA13ILIZED CONSTRUCTION ENTRANCE PER W500T 5TD DETAIL 1-80. 10-02 INSTALL HIGH V151131UTY 5ILT FENCE PER WSDOT 5TD. DETAIL 1-30.17-01 INSTALL HIGH V151BILITY FENCE PER W5DOT 5TD, DETAIL I-10. 1 O-01 S.eINSTALL CHANNEL LINED WITH QUARRY SPALLS I BIODEGRADABLE ER05ION CONTROL BLANKET PER WSDOT 5TD DETAIL I-G0. 10-0 I - - PROPOSED MAJOR CONTOUR XX PPOP05ED MINOR CONTOUR EXISTING MAJOR CONTOUR XX -- EXISTING MINOR CONTOUR - -- - - i l STABILIZED CONSTRUCTION ENTRANCE ITYP) QUARRY SPALL LINED CHANNEL 1 (PERMANENTLY IN5TAU.ED) / -•, -r ---- - -�--- r�ORNjDYKRDgp HIGH V151B1LTTY • . SILT PENCE Lrz'Fl . QLWRRYSPALL UNED CHANNEL ;REMOVE WITH TEMPORARY BYPA55 ROAD) L � l O 20 40 SCALE QUARRY SFALL LINED CHANNEL (PERMANENTLY 1N5TALOM HORIZONTAL DATUM: 5 8&4232' E ALONG THE EAST -WEST CENTERLINE OF SECTION 19 A5 SHOWN ON VOLUME 18 OF SURVEYS, VERTICAL DATUM: PAGE 138. AND AL5O VOLUME 33 OF SURVEYS, PAGE 92, ALL RECORDS OF JEFFER50N COUNTY, WASHINGTON. A55UMED ELEVATION COORDINATES FOR TH15 MAP ARE BASED ON THE OF 58.00' ON TOP OF A YYASHINGTON COORDINATE 5Y5TEM NORTH ZONE, SET SPIKE AT CONTROL NAD83/91, PER VOLUME 25 OF SURVEYS, PAGE 85-87 POINT M 100 RECORDS OF JEFFER5ON COUNTY, WASHINGTON, SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 EAST, W.M. JEFFERSON COUNTY, WASHINGTON 0 40 EO r Cl 1 SCALE / E—LINE — 3e+oo 35+00 _ —� - d.. _ 87+00 L2 � V Ll r a _ / / E—LINE 30+00.00 POB / IN: 305982.58 E: 1171645.43 E-LINE ALIGNMENT CURVE DATA NUMBER P.I, STATION NORTHING EASTING DELTA RADIUS LENGTH LINEICHORD BEARING L7 374.59' N 54' 07' 00.02" E L2 54.31' N 57' 16' 45.28" E Cl 36+29.01 306339 66 1172162.97 40'48'58.B8" 537.81' 383 12' S 61' 54' 15.84" E C2 40+39.56 306279 44 1172586.33 3758'57.96" 661.11* 438,27' S 43' 55' 17.88" E L3 389.55' S 43' 55' 17 88" E L3 i — I_ 45+44+00 _ — E—LINE 42+00 00 46+00 46+40 _ �— — T — —�— — r / q1+00 �� ,59x 00 �% . 0� - - ---I_ - - 4� rN08 m 0 40 80 SCALE i 1 VARIES 12.82' TO 18-67' 1 1 -ULVERT HEADWALL 7\ F\ E-LINE STA. 35+58 TO 36+36 3.00' - 3.00' 1-08, E LINE i E LINE 1.00' 1p I VARIES I t33' 0.75' V 11.00' 3.00' PROFILE GRADEOB & PIVOT POINT VARIES 10 �-i ROADWAY SECTION A E-LINE STA. 34+94 TO 37+23 /- EXISTING GROUND TEMPORARY GRAVITY BLOCK - CONTRACTOR DESIGNED BOTTOM OF EXCAVATION-- 1.". T-" EXISTING GROUND VARIES I-2.50' 1282TO I1fI 1&67' CULVERT HEADWALL LL i E-LINE STA. 35+70 TO q 36+59 D LINE 2-00' r200' 1 11' HL LANE I / 11 PROFILE GRAD I 2% � \ MOT SECTION B D-LINE STA. D 72+05 TO D 77+06 HMA CL 1/2 IN PG 58H-22 CRUSHED SURFACING BASE COURSE V GRAVEL BORROW, INCL HAUL SELECT BORROW, INCL HAUL r\ TEMPORARY BARRIER, SHALL BE ANCHORED, STD PLAN K-B0.30-00 AND K-B0.35-00 V ROADWAY EXCAVATION INCL. HAUL BEAM GUARDRAIL TYPE 31 CONSTRUCTION GEOTEXTILE FOR SOIL STABILIZATION OPAINT LINE, YELLOW DOUBLE CENTERLINE, STD PLAN M-20.16-03 10 PAINT LINE, WHITE EDGE LINE, STD PLAN M-20.16-03 11 PAINT LINE, WHITE EDGE LINE, STD PLAN M-20.16-03, PAID AS TEMPORARY PAVEMENT MARKING - SHORT DURATION NOTES: 1. ALL DEPTHS ARE COMPACTED DEPTHS 2 PROVIDE EROSION PROTECTION FOR EXPOSED SLOPE USING PLASTIC SHEETING OR APPROVED EQUIVALENT. 3 POSTS FOR GUARDRAIL SHALL BE GALVANIZED STEEL SEE SHEET C4.2 FOR POST LENGTHS. 2' SHLD 17 II1-_____-- T m STA. 35+40.71, 17.00' LT END BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL PER WSDOT STD PLAN C-22.45-05 BEGIN GUARDRAIL TYPE 31 B-FT LONG POST STA. 35+06.34, 17,00' LT BEGIN BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL PER WSDOT STD PLAN C-22.45-05 STA 34+94,00, O.OW BEGIN PAVEMENT MATCH EXIS11 G BEGIN YELLOW CENTER CI BEGIN WHITE PAVEMENT LINO 1F:0'-RT BEGIN WHITE•PAVEMENT LINE, 11, 0' LT 10% 5% 0% —5% —10% 80 70 60 50 40 30 SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 EAST, W.M. JEFFERSON COUNTY, WASHINGTON % 1 1• PROPOSED CULVERT , e p:: e ara•� _ J 1F ROADWAY CL y•. 1 -rdd VR r\, . q+. .STA. 35+7062, 17.06' RT - 4 } ENO .SC&M GUARDRAIL YYPE _31 c: 8^FT LONG POST BEGIN OCAM GUARDRAIL TYPE 31 / 6-FT SONG: POST. _S E t. &P2,49, 17-OO�T�F . AM GUARDRAILNbo TYPE 31 STO P LARE➢ 22-45 0 PER WSOOT . STO PLAN.(:-R2.45-p5 - BEGIN GUATiD"I. HYPE 31 B-FT LONG POST STA- 34+6a12, 17-11' RT�� BEGIN BEAM GUARDRAIL TYPE 31 NON -FED TERMINAL PER WSDOT ,STD PLAINC-22.45-05 PLAN STA. 37+23.00. 0.00' STA, 37+70.44+ 16.89' LT .1{-tr'' �' , '• �- ENO PAVEMENT END BEAM GUARDRAIL TYPE 31 MATCH EXISTING 8-FT LONG POST END YELLOW CENTERLINE BEGIN BEAM GUARDRAIL TYPE 31- �.i `-.��,•, ��` _ END WHITE PAVEMENT LINE. I1.0' RT BURIED TERMINAL TYPE 2 END WHITE PAVEMENT LINE, 11.0' LT PER WSpOi ST(7 PLAN C22.16-07 -� i7 srA- 30+06.9e. 23.1$• LT END BEAM GUARDRAIL TYPE 31 BURIED TERMINAL TYPE 2 PER WSOOT STD PLAN C22,16-07 F _ 37+00 - -_ - - - OW CL .. .41 +I .. TA_ 37+11,73, 17-00' RT = END REAM GUARDRAIL (TYPE 31) J ANCHOR TYPE PtR V SWOT ice' SrD,PLAN C..23160-04 STA, 36+99.23, 17.00' RT END BEAM GUARDRAIL TYPE 31 8-FT LONG POST BEGIN BEAM CURADRML. (TYPE 31) J ANCHOR TYPE 10 PER WSOOT STD 1J PLAN C-23-60-04 -STA. �36+59.23, 17.00' RT.: END BEAM GUARDRAIL TYPE 3)-. 0 20 40 6-FT LGNG POST BEGIN GUARDRAIL TYPE 33 SCALE 8-FT LONG POST APPROX i-3% LT ARP :OX 5.8% LT 0 o z o - o O1 a M z < H v + a � H 0 APPROX 9.1% RT APP 'OX -9.7% T SUPERELEVATION DIAGRAM 0 0 + - in tO - FINISHE GRADE 5•g31; a w — -0,09% _ i F� '^ I _I z 0' VC PVI ST 36+23.00 P VI IL= 56.23 10% 5% 0% —5% 80 70 60 50 40 30 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 PROFILE SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 EAST, W.M. JEFFERSON COUNTY, WASHINGTON STA, D 77+06-00 END HMA PAVEMENT KEEP L� I TEMP WHITE EDGE LINES KEE z 0 LIEF 0 0 40 80 STA. D 72+05,30 _STA_ E 39+07.15 V BEGIN HMA PAVEMENT R4-8b D SCALE P TEMP WHITE EDGE LINES i W12-401L W3-3 0 WORK ZONE PORTABLE D gWE SIGNAL ROAD STA- D 71+55.00 - AREAD BEGIN TEMP CONC. BARRIER W20-4 SPED WITH TERMINAL END SECTION TEMPORARY L.IQ01T a TYPE 3 BARRICADE ILLUMINATION W12-401L PROPOSED ROADWAY CL 0 CULVERT E-LINE _ U H #�� L2 R2-1 37+00 C3 0 +OD D \ nr m fjRAVITY � - WI-6R 9LOCK WALi ROW f3 350E i>3�M� w 3g+Op 3 a 0 _ }SD' POPD 01 3ya� q�r_ , ROAD 0 f \ 0ri� 350w3-5 MORE Z 91 Ii0 4,CV�� 73+44 AHEAD _ .-- W20-1 ra W3-5 x i''x� C2 '• 97xR9 � „� � 8 O 70+00.00 = STA. E 39+18,71 0 0 , E 31+65.73, 0.13' LT �/ END TEMP CONG BARRIER P}� ROAD KEEP CULVERT NTH TERMINAL 3 MIINAL END SECTION CORK - z � EXTENSIONS m AHEAD oll STA. E 39+50.87 ' ��L��I� TEMP STOP BAR 24" � y tx� ��"' END TEMP PAVEMENT MARKING ?x yY20_1 O� STA. D 71+04-07 W1-6L WHITE EDGE LINE -00 E L1 R4-7b G20-2A .PORTABLE E;0 ' SIGNAL 5�n a 1Jp 6�®A® CO®ACi HERE ON G3CD Ory 350' 350E TEMPORARY ILLUMINATION STA, D 70+78 31 TEMP STOP BAR 24" RID 6 STOP _ a pi HERE ON RED 9i ZNQO LEGS® x0� HO} R10-6 R®p® ®�iq Oz w c7 Q � w ? af o `m G20-2A v w ¢ Z 0 0 m � Go3 x OqE lAlK O m m m SP6CtS 0 —WAY. 00 a8v' doroT a[aD W3_ PORTABLE TEMPORARY ALTERNATING ES GNALTCONTIROLLED U a o o 'Rz-1 w20-4 PLAN m o w Go o w N 0 m 180 p } n 0 160 140 120 NOTES- 1. REFER TO STD SPEC 1-10.3(3)K AND 9-3514 100 FOR ADDITIONAL INFORMATION. 2. ALL SIGNS SHALL BE CLASS A. 80 3 TEMPORARY LIGHTING IS REQUIRED AT STOP BARS AT NIGHT, 60. - 4. INSTALL TEMPORARY RUMBLE STRIP 100' PRIOR TO W3-5 SIGN- 40 5, CONTRACTOR SHALL GRADE EDGE OF ROADWAY AS NEEDED TO PROVIDE FOR PORTABLE 20. TEMPORARY SIGNAL 6. MOUNT W1-6 SIGNS ON TOP OF TYPE 3 O BARRICADES- -2 —40 . —60 D-LINE ALIGNMENT CURVE DATA NUMBER P I STATION NORTHING EASTING DELTA RADIUS LENGTH LINEICHORD BEARING L1 204.72' N 53' 56' 20" E C1 D 72+87,24 306248.91 1172011.84 44' 50' 37-54" 200.00' 156, 53' S 81' 13' 13 E C2 D 74+43.47 306233.76 1172174.65 44' 41' 4315" 200.00' 15602' N 54' 05' 14" E C3 D 76+11.43 306327.22 1172317.51 50' 25' 26 47" 200 00' 171-01' S 75' 29' 19" E L2 4388E S 75- 29' 19- E ��■����■�■�■��■� ■ M EMS SEINE ■■■malls■ go ��■���■��®�■® I D 71+20 D 71+60 D 72+00 D 72+40 D 72+80 D 73+20 D 73+60 D 74+00 D 74+40 D 74+80 D 75+20 D 75+60 D 76+00 D 76+40 D 76+80 D 77+20 PROFILE SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON NORTH LINE SECTION 24 _ LEGEND GRADE BREAK - - - - - - - - - - �p EDGE OF STREAM - PROPOSED CHANNEL RESTORATION LIMITS RIGHT-OF-WAY � - - — - - — BANKFULL WIDTH = 21' ��,r". ^� � � - ROAD CENTERLINE_,=-, MATCH THE EXISTING EDGE OF ROADWAY - - - - - -- - - CHANNEL GRADE �= �'� 5TA: 62+35.59 CHANNEL RESTORATION PROPOSED 6UPJW MIDGE C --• - - -~,_ •, '�R� ,%� MEANDER BAR y' �S G5g I [x SiRE ANA THALW[G EXI57iNG WETLAND = ------ EXISTING ROADWAY ` •_ ] _M STREAM �rr� EXISTING RIP RAP OFF -CHANNEL HAW AT mama GRAVEL LARGE WOOD MATERIAL I512[ VARIE57 EXCAVATE EXSTING K� BANCOMPED OF NAY, FLOW DIRECTION 5TRpAM GRJLVCL- NO BANK PROTP.CTIpN REQWREp L- N PROP05M MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR ... 5E[ LWM 9fLTIOH 5 5HrtT C5.7 --'o - D*TIN6 MINOR CONTOUR STRUCTURE NOTES — BURIED BRIDGE ^� I, BURIED BRIDGE 5TRUCTURE. 35-FOOT 5PAN, 53'- I O' LENGTH. ~ ROADWAY NOTES 1, RETURN ROADWAY TO EXISTING LOCATION. 2. CONSTRUCT SHOOFLY TRAFFIC BYPA55 TO ALLOW SINGLE PHASE CONSTRUCTION (REFER TO DWG5 C4.3L 3. LANE WIDTH = I I -FEET. 4. SHOULDER WIDTH = G-FEET, 5. GUARDRAIL AND TERMINALS REQUIRED, NOT SHOWN FOR CLARITY. SEE LWM SECTION 4 SHErl c5.c STREAM NOTES, OFF CNANNCL HABRAT BENCH, WET AT ALL 1 1. BANWULL WIUM - 2 t -FEET. FLO�501L D WITLLA , SE AND ROOTWAD5 AND 1 1 2. WDPW R 4OUIREO MINIMUM BEDWIDTH - 2b-FEiT. SOIL BALUIST, SEE DETAIL d ON DWG C5"2. 1� `♦ 3_ PREVAILING UP51REW GRADIENT . 1 ,4736 _ 4 PROP05E0 STREAM GRADIENT 1.3%, Is "L� 1 No WETLAND A �x .. :' •� • SHEET C5.6 .y, •� 1 `y1 _" .e- r � �• ��� � \ ��: � �---sue_+� _ \ t, Y SrtW WINGWAtt _ \ -PROP05M INTERNAL 35' 5PAN AND 12.75' RISE CONCRETE 3.51DED 6UR1E0 BRIDGE . d/ C5.1 P.pADWAY 1MFROVEMEN75 IWGNMENFBAR RYE! 5, ". -- — �- - - - - - _... _ .-.. y - - M1. y �'�0�� L .�� •' aYKE ROASEE LWM D ■ • `I' - �� SHEEJ' SECTION @ 16 GS a� • - !i.' ' �'' i y .r '. ',. t. r S EDGE OF EX15TNG ROAD - . - 1�. - ti +r. ��. - - - S.E DWG5 C4.1 A C_4.2 FOR • \ . . . / • . .fO4� i ROADWAY PLAN5•- _ ♦ . - - _ _ . .� TCH THE EXISTINGi zl/ CHANNEL GRADE MASTA:G8+D8.53J f ., �! ; 0 � f�t• / f ! =I 5[E LWM SECTION I / f• j /..TIM f •rr / . /■ # SCALE 3■ r / % -� STREAM PLAN VIEW I HORIZONTAL DATUM: 5 8842'32' E ALONG THE EAST -WEST CENTERLINE OF SECTION 19 AS SHOWN ON VOLUME 18 OF SURVEYS, VERTICAL DATUM: PAGE 138, AND A VOLUME 33 OF SURVEYS, PAGE 92, ALL RECORDS OFFJEFFERSON COUNTY, WASHINGTON. A55UMED ELEVATION COORDINATES FOR THIS MAP ARE BASED ON THE OF 5&00 ON TOP OF A WASHINGTON COORDINATE 5Y5TEM NORTH ZONE, SET 5PIKE AT CONTROL NAD83/91 , PER VOLUME 25 OF 5URVEY5, PAGE 85-67 POINT M 100 RECORDS OF JEFFER50N COUNTY, WASHINGTON. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON Z 0 105 10E 100 IOC 95 95 90 90 85 85 d 80 80 i V 75 75 m 70 70 65 65 w 600 ao 55 55 O 50 50 45 45 Jj W 3a 40 40 n a� 35 35 s 30. 30 � g iz o 25 �25 ' T,046 20 20 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 BURIED BRIDGE CROSS SECTION PERPENDICULAR TO STREAM ALIGNMENT N SCALE: 1' = I l' z N m Z .O¢O J C) 2 0 Y a; 0 w(77 ¢ c7 z r 105 105 O�HY0Om w ¢ 0 L 100 100 Z p 3 m 95 95 m 1- 10 90 90 w > - N 85 85 0 ao ao m � — o z o �'6 o 7s 75 F- O z n 70 70 65 65 ~ Z 60 60 LJJ 55 55 Ill 50 50 J vJ W Z W A 45 45 O J -------------------------- 40 40 (� Q LL F Z 35 35 W L ,Ny 30 30 ul J L.1_ 25 25 U O Q } 20 20 0 W Q - 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 Q 0 STREAM PROFILE O BURIED BRIDGE } O Q 5CALE: 1 = 1 5' z O 2 H C:OtJ`i i KUC i I [JY DRAWING C5.1 SHEET 1 2 OF 31 EXISTING ROADWAY - APPROXIMATE ROAD � RESTORATION LIMITS - EXISTING GRADE ELEVATION (TYP) �m In EXISTING GRADE PROPOSED 53'- I O' X 35' APPROX, 100 CONCRETE BURIED BRIDGE - YR. M.P.M, R.I. - 35• ONE-MAN STREAMBED BOULDERS. FOR FOOTING PROTECTION f TOP Of FOOTING 1WH 2' BGLOW.EYPEC3 E05G01lR _ _ CAST -IN -PLACE CONCRETE FOOTING (IYPJ , CSBC BELOW FOOTING RYP) N STREAMBED MATERIAL ~ N � MEANDER BAR SEE DETAIL 5 ON SHEET C5.3 5'-! i'-2' FREEBOARD z } _ PROPOSED STREAM -- mALWEG � N _ _���-7M�'� -APPROXIMATE ROAD --RESTORATION UMRS EXISTING - - - ROADWAY _ - - - - - - - - � - - — SEW HEADWALL PROPOSED ROAD GRADE PwSTING.AOAp.GRApE 100-YEAR WSE INLET = 43.4' PROPOSED 35'X 12.75' CONCRETE � BURIED BRIDGE � 100-YEAR WSE OUTLET = 42.6' MATCH EXISTING CHANNEL GRADE EIT�A: 84+06.53 - - STREAM GRADE MATCH EXISTING CHANNEL GRADE STA: a2+35.59 —PROPOSED STREAM STREAM GRADE ELEV.= 41.i'• THALWEG EXISTING _ _ _ "EXISTING PLACE STREAMBED MATERIAL IF NATIVE STREAMBED MATERIAL IS NOT PRESENT " SPREAD FOOTING FOUNDATION 4' CSBC BELOW FOOTING STREAMBED MATERIAL TO ELV. 34,5' 3' MINIMUM DEPTH MEANDER BAR (TYP) OUTSIDE STRUCTURE SEE DETAIL 5 ON SHEET C5.3 SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON NOTES NOTES: I MINIMUM DEPTH OF STREAMBED AGGREGATE BALLAST ABOVE LOG = 5' 1. MINIMUM TOTAL DEPTH OF 5TREAM13ED AGGREGATE BALLAST = 5' TOP WIDTH = 3MDBh---j 2. LAYER WITH SLASH BLANKET ON EMBANKMENT FOR EROSION CONTROL 2. MINIMUM LOG EMBEDMENT (LENGTH EMBEDDED UNDER 5' OF BALLAST) = 1 5' C FIN15HED GRADE SEE 51TE RE5TORATION PLAN ON SHEET C5.8 PLAN FOR SLASH BLANKET PLACEMENT BURIED LOG TRENCH BALLAST DETAIL 1 SCALE: I" - 5' EX SEE SITE ON 511 5LA5H B RE-U5E EXCAVATED 21 STREAM GRAVELS-� - 3 PROPOSED UPSTREAM STREAM CROSS SECTION SCALE: I'_- 3' OFF -CHANNEL HABITAT CROSS SECTION SCALE: I" = 5' 13URJAL DEPTH SPECIFIED IN DETTAIL5 �% EX GRADE Y MINIMIZE TRENCH WIDTH 2xDBH MAX 2 SINGLE LOG TRENCH CROSS SECTION SCALE: I" = 3' NOTES AINIMUM DEPTH OF GRAVEL 5' ABOVE TOP OF LOG. AYER WITH SLASH BLANKET ON EMBANKMENT FOR EROSION CONTROL. 11 SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON TOP OF BURIED BRIDGE a d CHANNEL FLOW 6' MEANDER BAR AT CENTERLINE { 5TREAMBED DEPTH VARIE5. 5EE PROFILE B SHEET C5" I 5TREAMBED MATERIAL - MEANDER BAR COARSE STREAMBED MATERIAL FOOTING - SECTION A 5CALE: N.T.5 MEANDER BAR DETAIL J SCALE: N T.5. tl d a A 6 d FC UNE i 1 1]: I 10, I 1 _ jto 5TREAM15ED MATERIAL - ONE-N" 5TREAMBED BOULDER5 MEANDER BAR COAR5E PLACED WITHIN 5' OF FOOTINGS 5TREAMBED MATERIAL NEAR CULVERT INLET AND OUTLET S 6 STREAMBED BOULDER DETAIL 5CALE: N.T.5 STREAMBED MATERIAL COMPONENT %BY VOLUME STREAMBED SEDIMENT WSDOT SPEC 9-0311 (1) 25 STREAMBED COBBLES 4" WSDOT SPEC 9-0311 (2) 75 COARSE STREAMBED MATERIAL COMPONENT % BY VOLUME STREAMBED SEDIMENT WSDOT SPEC M3.11 (1) 50 STREAMBED COBBLES B' I WSDOT SPEC 9-0111 (2) 50 LWM SUMMARY & SPECIFICATIONS MIN. DIAMETER CONTROL HORIZONTAL ANGLE VERTICAL LOG # (INCHES) SPECIES POINT FROM CENTERLINE ANGLE 8 10 DOUGLA5 FIR BOTTOM OF 70,-90, 3, ROOT COLLAR 9 10 DOUGLA5 FIR BOTTOM OF 70°-90° 3° ROOT COLLAR 13 10 DOUGLA5 FIR BOTTOM OF O°-20° O° ROOT COLLAR SHEET NOTES: 1. LOCATIONS AND ORIENTATION OF LARGE WOODY MATERIAL 5HOWN ON TH15 51-EET ARE BASED ON DE51GN CONDITIONS. ACTUAL IN5TALLATION MAY VARY BASED ON 517E CONDITIONS DURING CON57RUCTION. ALL LARGE WOODY MATERIAL LOCATIONS AND ORIENTATION 5HALL BE VERIFIED BY THE ENGINEER PRIOR TO IN5TALLATION. 2. ALL LARGE WOODY MATERIAL SHALL BE 30FT LONG WITH ROOTWAD INTACT, UNLE55 NOTED OTHERWI5E. 3. HORIZONTAL AND VERTICAL ANGLE5 MEA5URED ALONG LONGITUDINAL AX15 OF LARGE WOODY MATERIAL. 50 45 40 35 SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON 10 CU FT. CLEARING 5LA511 PLACED UP5TREAM OF I.wm I O CU. FT. CLEARING 5LA51-1 I PLACED UPSTREAM OF LWM � LWM dl3 I CONTROL POINT N 306207.22 E-r1198.19 1 L%w N9 f CONTRA; POINT ` 11 117212 E: 172213.4.40 i 10 CU. FT. CLEARING 5LA511 `` l 4 1 k ' F PLACED UPSTREAM OF LWM k 1 C WETLAND B LWM 04 1�CONITROL POINT N`. 30G205.13 C- 1172224.49 - L +II I 1 j]` I PLAN VIEW SCALE: I' = 5' LWM 013 CONTROL POINT EL• 42.76 APPROXIMATE 02 DEPTH ------------- 30 -t-- O+00 LWM N8 ♦ R9 CONTROL POINT EL: 39.01 0+50 LWM CROSS SECTION 1 LOOKING UPSTREAM SCALE: I • = 5' 50 45 40 - 35 30 0+70 0 5 10 MI SCALE 50 45 40 35 0+20 SHEET NOTES 1. LOCATIONS AND ORIENTATION OF LARGE WOODY MATERIAL 5HOWN ON TH15 5HEET ARE BASED ON DE51GN CONDITIONS. ACTUAL IN5TALLATION MAY VARY BA5ED ON 51TE CONDITIONS DURING CONSTRUCTION. ALL LARGE WOODY MATERIAL LOCATIONS AND ORIENTATION 5HALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 2. ALL LARGE WOODY MATERIAL 5HALL BE 3OFT LONG WITH ROOTWAD INTACT, UNLE55 NOTED OTHERWI5E, 3. HORIZONTAL AND VERTICAL ANGLE5 MEA5URED ALONG LONGITUDINAL AX15 OF LARGE WOODY MATERIAL. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON IS � 117E POINT ;239.12 LWM X14 w w '2190.34 CONTROL POINT w N: 30G236.27 E: 1172204.63 c w w v. w w LW V X= l w � w v, 10 CU. FT- CLEARING 5LA5H w � w w ONTROL POINT.. PLACED UP5TREAM OF LWM N: 306232.2 ` •,•r,. w V, 1 172205 7' � UMM 112 u w - CONTROL'P01Ni w �YJ � H+.+�76239.65 w � w POINT E: 1172229.60 ?9.74 LWM N10 •- 96.56 CONTROL POINT w 1 1 - w 30G238A1 �` � w w '1- E: 1 172220.44 10 CU. FT. CLEARING 5LA5h w w PLACED UP5TREAM OF LWM WETLAND B I � 1 w w. w w w K. w w I I w g w w \� m W PLAN VIEW SCALE: P = 5' LWM M 14 _-P91NTtL:B9.00 f, APPROXIMATE 02 W5E —, LWN4 ■1 & ______��__�___— ---- CONTROL POINT GL: 39AD LWM /I I, IIS,a■16 LWM N10�. ItVh!X12 CONTROL POINT EL: 39.00 CONTROL POINT EL: 36.25 ,. CONTROL POINT ELF 36.50 i 0+50 LWM CROSS SECTION 2 LOOKING UPSTREAM SCALE: I' = 5' LWM SUMMARY & SPECIFICATIONS MIN. DIAMETER CONTROL HORIZONTAL ANGLE VERTICAL LOG # (INCHES) SPECIES POINT FROM CENTERLINE ANGLE 10 12 DOUGLA5 FIR BOTTOM OF 0115, 10° STEM TIP I 12 RED CEDAR BOTTOM OF 70°-90° 5° ROOT COLLAR 12 10 RED CEDAR BOTTOM OF 01.15, 10, STEM TIP 14 6 DOUGLA5 FIR BOTTOM OF 70°-90° O° ROOT COLLAR 15 12 RED CEDAR BOTTOM OF 70,-90° 5° ROOT COLLAR 16 14 DOUGLA5 FIR BOTTOM OF 70,_90, 5, ROOT COLLAR 18 10 RED CEDAR BOTTOM OF 70°90, 2, ROOT COLLAR 1+00 50 45 40 35 1+10 0 5 10 SCALE 5s 50 45 40 35 0+30 PLAN VIEW SCALE: V - 5' 0+50 LWM CROSS SECTION 3 LOOKING UPSTREAM 5CALE: I' = 5' SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON 10 CU. FT. CLEARING SLASH PLACED UPSTREAM OF LWM - I O CU. FT CLEARING SLASH LWM 019 \ PLACED UPSTREAM OF LWM CONTROL POINT W\ `�y N: 306368.27 _ LWM #7 E: 11721 18.93 COHTR✓;71. POINT LWM 03 N: 306358.22 ` CONTROL POINT 43 C: ! 1721p9.00 �E: 117212.65 E: 1172124 87 10 CU. FT. CLEARING SLASH PLACED UPSTREAM OF LWM LWM SUMMARY & SPECIFICATIONS MIN. DIAMETER CONTROL HORIZONTAL ANGLE VERTICAL LOG # (INCHES) SPECIES POINT FROM CENTERLINE ANGLE I 8 DOUGLA5 FIR BOTTOM OF 70° 90, G. ROOT COLLAR 2 8 DOUGLA5 FIR BOTTOM OF 70°-90, G. ROOT COLLAR 3 14 DOUGLA5 FIR BOTTOM OF 601-90, -81 ROOT COLLAR 6 12 DOUGLA5 FIR BOTTOM OF 70`-90° G. ROOT COLLAR 7 16 DOUGLA5 FIR BOTTOM OF 50'-90, -51 ROOT COLLAR 17 18 DOUGLA5 FIR BOTTOM OF 55°-90° •6' ROOT COLLAR 19 60 DOUGLA5 FIR BOTTOM OF 25, D° ROOT COLLAR 20 60 DOUGLA5 FIR BOTTOM OF 50, 8° ROOT COLLAR SHEET NOTES: KEY NOTES: 1. LOCATIONS AND ORIENTATION OF LARGE WOODY MATERIAL 5HOWN ON TH15 OLWM # 19 4 #20 5HALL BE 50FT LONG AND HAVE NO ROOTWAD. 5HEET ARE BA5ED ON DE51GN CONDITIONS. ACTUAL INSTALLATION MAY VARY BA5ED ON 517E CONDITIONS DURING CONSTRUCTION. ALL LARGE WOODY MATERIAL LOCATIONS AND ORIENTATION 5HALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 2. ALL LARGE WOODY MATERIAL 5HALL BE 30FT LONG WITH ROOTWAD INTACT, UNLE55 NOTED OTHERWISE. 3. HORIZONTAL AND VERTICAL ANGLE5 MEA5URED ALONG LONGITUDINAL AX15 OF LARGE WOODY MATERIAL. LWM # 17 I CONTROL POINT �1�'1282 4I 1 10 CU. FT. CLEARING 5LA5h PLACED UP5TREAM OF LWM II 55 J 50 ' CONTROL POINT 45 N: 306349.25 E: 1172151.35 40 35 0+85 55 50 45 40 35 1 J IO CU. FT. CLEARING 5LA5H� PLACED UPSTREAM OF LWM J •e� c c WETLAND A r PLAN VIEW SCALE: I' = 5' LWM CROSS SECTION 4 LOOKING UPSTREAM SCALE: P - 5' 59 50 45 40 35 )5 0 5 10 5CALE f Ln LWM SUMMARY & SPECIFICATIONS MIN. DIAMETER CONTROL HORIZONTAL ANGLE VERTICAL LOG # (INCHES) SPECIES POINT FROM CENTERLINE ANGLE 4 6 RED CEDAR BOTTOM OF 30°-60° 8. ROOT COLLAR 5 6 RED CEDAR BOTTOM OF 30°-60° 6. ROOT COLLAR KEY NOTES: OLWM 5HALL BE PLACED RE5TING AGAINST EX15TING TREE SHEET NOTES: 1. LOCATION5 AND ORIENTATION OF LARGE WOODY MATERIAL 5HOWN ON TH15 5HEET ARE BA5ED ON DE51GN CONDITION5. ACTUAL I1,15TALLATION MAY VARY BA5ED ON SITE CONDITIONS DURING CONSTRUCTION, ALL LARGE WOODY MATERIAL LOCATIONS AND ORIENTATION 5HALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 2. ALL LARGE WOODY MATERIAL 5HALL BE 3OFT LONG WITH ROOTWAD INTACT, UNLE55 NOTED OTHERWISE. 3. HORIZONTAL AND VERTICAL ANGLE5 MEA5URED ALONG LONGITUDINAL AX15 OF LARGE WOODY MATERIAL. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON I LWM #5 CONTROL POINT l N: 3M325.78 o E: 1172045.07 1 O CU. FT, CLEARING 5LA5H PLACED BENEATH LWM MIN 2 FT. HEIGHT 0 Ln O CU, FT. CLEARING 5LA5H PLACED BENEATH LWM MIN 2 FT. HEIGHT 55 50 45 40 35 lI / PLAN VIEW 5CALE: 1' = 5' APPROXIMATE 02 W5E 1- LWM #4 4 #5 / CONTROL POINT EL: 45.52 . . _ _ _ . / 0+00 0+50 LWM CROSS SECTION 5 LOOKING UPSTREAM SCALE: I' = 5' 55 50 45 40 35 0+60 �j Cr 0 5 10 SCALE SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON / f■ ■ ol - ti f , - j ■ ■ - J' J ■ J / r. •' PCitYQRA19GCDrNG. I \ PCRTJUZING, AND f&., MULCHING ON 5L011[5 ON + _ _ l ' ■ - .. ALL CMBANWENT 5LOPE5 ! SITE RESTORATION PLAN 5CALE: I' = 2C' • 1. QUARRY 5PALL LINED CHANNEL 10 (TYP) 5-I QUARRY 5PALL LINED CHANNEL 0 40 SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON PLANTING LEGEND 21 t • ' _ y y WETLAND AID NOOTKA P05E F4� mil.. 2• F M r L ................................................... a A al __-- ........ , ........................ - _ - aQ D SALMONBERRY - . . 6 - _ _ SNOWBERRY _r~:'_ -..:fir.: �K' THOJR .I : "all�.3., ' - ' J --�� .' — - .. NDYKE ROAD _..1 ....-. •-._ _1 � _� - _- .•� � � '• f_-__ SLOUGH SEDGE 7-1 " } e ��• d - - _ - - -- - E �i 1 L -- ...�:- xa - i r�� vSEEDING.FERTI - (ZING L �AND MULCHING •Y ik r iT ....................................... . . .................. . I• I l _�- l T _ _ - 1: J� 1 1 ' AY• _ _ _ __ _ _ PLANTING _ - � 1 LAN NG AREA I _ - 1 Ear �� i �• __ .. � � _ .:.L_.: _:.-:::' �� PLANTING AREA 2 PLANTING PLAN SCALE: I' = 29 Lm PLANTING AREA 2 SCALE: I" = 2' PLANTING SPECIFICATIONS PLANTING AREA SCIENTIFIC NAME COMMON NAME PLANT SPACING (FT) TYPE OF PLANT APPROX NO, OF PLANTINGS P5EUDOT5UGA MENZIE511 DOUGLA5 FIR 8 3.5-INCH CALIPER SEEDLING, 18 IN, HT. 28 1 O ALNU5 RUBRA RED ALDER 8 3.0-INCH CAUPER SEEDLING, I G IN, HT. 28 THUJA PLICATA WESTERN RED CEDAR 8 3.5-INCH CALIPER SEEDLING, 181N, HT. 27 (5,974 5F) ACER MACROPHYLLUM BIG LEAF MAPLE 8 I 3.5-INCH CALIPER SEEDLING, 18 IN. HT, 27 R05A NOOTKANA NOOTKA R05E 5 1 GALLON POT 141 2 O (14.140 5F) RUBU5 5PECTABIL15 5ALMONBERRY 5 I GALLON POT 141 SYMPHOROCARPUS ALBUS SNOWBERRY 5 I GALLON POT 141 CARTEX OBNUPTA SLOUGH SEDGE I PLUG 5G5 NOTE: I. SPREAD ALDER TREES AND SLASH FROM CLEARING OPERATIONS ON PLANTING AREA I TO A MINIMUM DEPTH OF 81NCHE5. MAINTAIN PLANTABLE 5PACING AREA5 PER TH15 SHEET- REFER TO SHEET C5,8 ON SLASH PLACEMENT. 2. TREE AND SHRUB PLANTING SHALL BE PER DETAIL 9 ON SHEET 5. 1 a 3. FOR PLANTING AREA 1, RANDOMLY MIX SPECIES WITHIN PLANTING AREA. PLANT ACCORDING TO PLANTING SPECIFICATIONS TABLE ABOVE. 4. WESTERN RED CEDAR SHALL BE PLANTED IN AREA5 OF PARTIAL SHADE AND PARTIAL SUN. O 20 40 SCALE HORIZONTAL DATUM: 5 8W42'32' E ALONG THE EAST -WEST CENTERLINE OF SECTION 19 AS SHOWN ON VOLUME 18 OF SURVEYS, VERTICAL DATUM: PAGE 138, AND AL50 VOLUME 33 OF 5URVEYS, PAGE 92. ALL RECORDS OF JEFFER50N COUNTY, WASHINGTON. A55UMED ELEVATION COORDINATES FOR TH15 MAP ARE BASED ON THE OF 58.00' ON TOP OF A WASHINGTON COORDINATE SYSTEM NORTH ZONE, 5ET 5PIKE AT CONTROL NAD83/91. PER VOLUME 25 OF SURVEYS, PAGE 85-87 POINT M100 RECORDS OF JEFFER50N COUNTY, WA.51lINGTON. SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON PLANTING PIT 5HAL BE A MINIMUM OF TWICE THE ROOTBALL DEPTH MINIMUM OF TWICE THE ROOTBALL DEPTH ATERING BA51N RM FERTILIZER TABLETS, 2'-G' DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING 5HRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLA55 OR TREATED). .,.FILL WITH NATIVE 501L �1 TREE AND SHRUB PLANTING DETAIL SCALE: N.T.5. WDTH 1 = 1/2 % PLAN VERTICAL POINT NOTES: I. HEIGHT SHALL BE APPROXIMATELY EQUAL TO 1/2 WIDTH, MEA5URED FROM THE HIGHE5T VERTICAL POINT WHERE 5LA5H FORM5 A 50LID MA55. 2. WIDTH SHALL BE APPROXIMATELY 1/2 THE LENGTH. CLEARING SLASH GENERAL NOTES: I . PURPOSE: CLEARING 5LA511 15 U5ED TO SUPPORT LWM A5 INDICATED IN THE LWM DETAIL5, 2. CLEARING 5LA5H COMP051TION • CLEARING 5LA5H MAY BE CREATED WITH LOGS AND BRANCHE5 5ALVAGED FROM THE TREE5 THAT WILL BE CUT OR LIMBED FOR THE PROJECT. • THE LENGTH OF EACH LOG FOR THE CLEARING 5LA5H 5HALL BE A MINIMUM OF 5 FEET WITH A MAXIMUM LENGTH OF I O'. THE MAXIMUM DIAMETER OF CLEARING SLASH 15 8' INCHES. • THE MINIMUM HEIGHT OF THE 5LA511 511ALL BE 2 FEET. • LOG5 5HALL HAVE A 5UB5TANTIAL PORTION OF UMBS LEFT INTACT. • CUT AND TRIM LOGS, BRANCHE5, AND ROOT WADS MINIMALLY. • THE CENTER OF THE 5LA5H 5HALL BE CON5TRUCTED OF 5UB5TANTIAL WOODY MATERIAL (E.G„ ROOTWADS LOGS TO SUPPORT LWM PLACED ON TOP. 3. CLEARING 5LA511 LOCATION • 5LA5H MATERIAL SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO INSTALLATION. • CLEARING 5LA511 LOCATION5 5HALL BE 5TAKEDIF AGGED IN THE FIELD BY THE CONTRACTOR, AND VERIFIED BY THE ENGINEER, PRIOR TO IN5TALLATION. CLEAN AND REGRADE EX15TING �1_ CLEARING SLASH _DETAIL rx GP,ALIND DITCH. INSTALL I' MINIMUM v SCALE: N.T.S. DEPTH OF QUARRY 5PALL5. "�. V 11 WIN OUAM SPALL5 PER W51DOT STD SPEC 9- 13.1(5) FX 5UBGRADE%.��/r� / \� rl QUARRY SPALL LINED CHANNEL SCALE: N.T.5 SECTION 24, TOWNSHIP 27 NORTH, RANGE 1 EAST, W.M. JEFFERSON COUNTY, WASHINGTON e1 II 3. � �N.11l THORNDYKP CREEK 1 t BURIED BRIDGE PLAN SCALE: I' = 10-0' rti TFIORNDYKE ROAD �I VARIES V-0' I I'-0' I'-0" 6'-O" 2'-6' 51-110 LANE LANE 5HLD VARIES WELDED WIRE n r ROW , WATERPROOFING FALL BEAM MEMBRANE I PROTECTION GUARDRAIL BEAM GUARDRAIL FALL FENCE ROAD SECTION PROFILE GRADE PROTECTION PER 5HEET C4.1 AND PIVOT POINT fENCE VARIE5 i FACED HEADWALLW — 'I i II II f-� ---L_ l a— _ — —— s — LiLi yl 00 o0 o0 oo 00 ooi o0 00 )o o0 o0 o0 4'-4° NOMINAL 2'-6" VOIDED SLAB GIRDER5, TYP 12- 4'-4' UNITS = 52'.O't SECTION SHOWN NORMAL TO CENTERLINE OF ROAD • SOIL SLOPE SHALL BE NO STEEPER THAN 2H:1V 200.00' VC 35'-O° HYDRAULIC OPENING FALL PROTECTION THORNDYKE ROAD PROFILE BEAM GUARDRAIL, FENCE 100 YR W5 WELDED WIRE FACED WELDED WIRE SEE C4. I k C4.2 EL 42.6 WELDED WIRE 5EW HEADWALL ON FACED SEW FACED SEW BURIED BRIDGE I 7APpFplOXIDEED IBURIED BRIDGE: 30" PRECAST �_______ PRESTRESSED CONCRETE 0 - FL 33.50 VOIDED SLABCIP CONCRETE TYP FOOTING, TYP — FOOTING, 5TREAMBT C5.3 MATERIAL. SEE SHEET C5.3 (] LOADING: H L-93 ELEVATION 5CALE: I" = IO-O" LOOKING ALONG CENTERLINE OF CREEK 0 PIER T DOWEL I 1/2" GRAVEL BACKFILL - ABUTMENT I TOP OF GIRDER BLOCKING EMBED FOR WALL5 - 36'-6' EL 48.00 � 5 W1I7 DOWEL5 7WU0l WATERPROOFING F ING Fano rl THORNDYKE IIII 5EE 5HEET 55.0 MEMBWI CREEK II (L ABUTMENT 2 I/2'PREMOLDED JOINT FILLER (2) 3'x3'x 12" VOIDED SLAB PRKY GIRDER5 +,�1 4, � OTPEEAMRK SBOLLAROBAC TYP. TYF 5EE'hINGE Iug NA KEWAYDETAIL II a PL THORNDYKE 4 Ile 4 112 ROAD I TOP OF 5HELF _ 9• I _- EL 47.75 BLOCKING \ :• - 4, 0' 4, 0' 5HELF V1 112' 91 4 112' b I o N TYP I TYP HINGE KEYWAY DETAIL �G 5CALE: 1 1/2"=1'-O' STA 35+84,93 STA 36+23.07 1 b N I h I N OL ABUTMENT, I BEARING & I 5T MWALL— I BURIED BRIDGE FOUNDATION PLAN 5CALE: 1/8' = I'-O' GENERAL NOTES: TH15 5TRUCTURE HA5 BEEN DE51GNED IN ACCORDANCE WITH THE 7• ALL DIMENSIONS 5HOWN ARE NOR12ONTAL AND 5HOULD BE ADJUSTED FOR REOUIREMENT5 OF THE AA5HTO LRFD BRIDGE DE51GN SPECIFICATIONS GRADE AND 5LOPE WHERE APPROPRIATE. ALL DIMENSIONS AND ELEVATIONS EIGHTH EDITION. ALL 5TRUCTURAL ELEMENT5 HAVE BEEN DE51GNED IN SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ACCORDANCE WITH THE REOUIREMENT5 FOR LOAD AND RE515TANCE g, DRAWING SCALES ARE FOR REFERENCE ONLY, THE DRAWINGS 5HALL NOT BE FACTOR DESIGN. LIVE LOADING IS HL-93. SCALED TO FURNI5H DIMEN51ONAL INFORMATION NOT SHOWN. VERIFY ANY 2. SEISMIC DE51GN OF TH15 STRUCTURE HA5 BEEN PERFORMED FOR 51TE D15TANCE OR MEA5UREMENT NOT 5HOWN WITH THE ENGINEER CLA55 D U51NG THE FOLLOWING DE51GN PARAMETER5: 9. BACKFILLING ABUTMENT WALLS: A5 = 0.441g 5D5 = 1 .013g A) BEFORE CASTING THE END DIAPHRAGMS, THE HEIGHT OF BACKFILL ON 501 = 0.559g THE FRONT AND BACK FACE5 OF THE ABUTMENT MUST BE WITHIN TWO FEET. ALTERNATE FACE5 WHILE BACKFILLING- 3. ALL WORK 5HALL CONFORM TO THE CURRENT STANDARD PLAN5 AND 2021 B) BACKFILLING BEHIND THE ABUTMENT MAY NOT BE COMPLETED UNTIL THE y 5PECIFICATION5 OF THE WA5HINGTON 5TATE DEPARTMENT OF CONCRETE IN THE END DIAPHRAGM CLOSURE POUR HAS REACHED 80% OF TRAN5PORTATION (W500T), AND JEFFER50N COUNTY 5TANDARD5 UNLE55 Pc AND MINIMUM OF 7 DAYS. INDICATED OTHEPW15E BY THE CONTRACT DOCUMENT5. 4. UNLE55 OTHERWISE 5HOWN IN THE PLAN5, THE CONCRETE COVER 10. UNDERGROUND UTILITIES MAY EX15T IN THE AREA OF CON5TRUCTION. IT 15 MEA5URED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY THE RE5PON51BILITY OF THE CONTRACTOR TO CONTACT ANY AND ALL REINFORCING 5TEEL 5HALL BE 3 INCHE5 WHEN AGAI145T THE GROUND, 21/2' UTILITIES IN THE AREA AND FIELD VERIFY THE5E LOCATIONS PRIOR TO r TO THE TOP MAT OF THE ROADWAY 5LAB, AND 2 INCHE5 AT ALL OTHER CONSTRUCTION. THE ONE -CALL NUMBER FOR UNDERGROUND UTIUTIE5 15: LOCATIONS. ALL EXP05ED EDGE5 5HALL HAVE A 3/4 INCH CHAMFER. 81 I . IT 15 THE RE5PONSIBIUTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER PROMPTLY OF ANY CONFLICT. 5. ALL 5TEEL REINFORCING BARS 5HALL BE A5TM AG 15 AND EPDXY COATED 1 1. ALL FINAL CUT AND FILL SLOPES 5HALL BE SEEDED, MULCHED AND FERTILIZED PER A5TM A775 WHERE NOTED. FOR ER05ION CONTROL UNLE55 OTHERWI5E 5HOWN IN THE PLAN5. 6. IF THE CONTRACTOR D15COVER5 ANY DISCREPANCIES BETWEEN THE PLAN5 12. THE TEMPORARY ER0510N/5EDIMENT CONTROL PLAN 5HALL BE IMPLEMENTED AND THE EX15TING CONDITIONS ENCOUNTERED, THE CONTRACTOR 5HALL PRIOR TO STARTING ANY EARTHWORK. n IMMEDIATELY NOTIFY THE DE51GN ENGINEER. CA5T IN PLACE CONCRETE 5TMWALL — �KCS'WAY .�1f I r•., �f-\,. ,•mil. i 24' 5HEET OF - BUM RUBBER FULL LENGTH OF l ABUTMENT, CENTER ON JOINT AND GLUE TOP 1 2' TO END - DIAPHRAGM WITH ... CONTRUCTION ADHE5IVE, I I GRAVEL BACKFILL FOR IZ WALLS PAN 9 9' CA5T IN PLACE CONCRETE FOOTING CRU5HED 1 5URFACING BASE COUR5E 6' BOTTOM OF I FOOTING TYPICAL ABUTMENT SECTION 5CALE: 3/4' = I'-O' Qg$] 5'. 107 PAIRS AI Lull N7 WALL BAR5 EACH FACE 0 6' OC = 53'-0' r 9- PAIR5 OF FA4071 TOP AND BOTTOM � ROTATE r 1 144 TAIL TO FIT 51NGLE A701 p7 WALL SINGLE A701 N7 WALL Bd1R It J —�ft -- tt J±tf �7 ROTATE Il--I�,I TAIL TO FIT PAIR OF FA701 N7 PAIR OF A801 6- VARYING PAIR5 OF 6- VAK"N6 PAIRS OF WALL BAR5 TOP AND BOTTOM 5PLAYED FA802 SPLAYED A802 TOP AND BOTTOM TOP AND I. 46 A661 PAIR5 N8 FOOTING BAR5 TOP AND BOTTOM @ I'-0- OC = 45'-O° TYPICAL ABUTMENT FOOTING REINFORCING PLAN SCALE: 3/8- I'-O' ABUTMENT 15HOWN, ABUTMENT 2 51MILAR _ 107 PAIRS Ai ?III N7 WALL BAR5 FRONT AND BACK FACE WITH A505 N5 CAP BAR AND Pi107 N4 TIES @ G' OC MAX = A506 N5 PLACED ON 5KEW IN THE CORNER — 51NGLE A7Q1 p7 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 PLACED IN ACUTE 7111TFF�FFITIT—nT CORNER A7p1 Ll H-LllLLLLLLLLll-Ui A407 N4 r A505 N5 r ------------ P- TITTITITTTUTFFF� �1�1TfTT'T1TITfT LLH-u-LL[LLLLLLl-[ tt Ml t-Lu-Lt-LI-1 M I LL Ll' PIBiOl FARE, TOP AND BOTTOM 5CALE: 3/4- 1'-0' ABUTMENT 15HOWN, ABUTMENT 2 51MILAR AOR A PAIRED TOP AND BOTTOM 51NGLE A50G CAP A505 CAP PLACED ON 5KEW mw ¢m 51NGLE A506 CAP O'-- BAR WITH FA4661 TIE IN CORNER, EACH END PAIR OF FW7011 WALL BAR5 51NGLE A701 WALL 107- A505 CAF5 WITH A407 TIE5 BAR5 IN ACUTE CORNER, EACH END PAIRED WITH WO I WALL BAR5 ABUTMENT CORBEL REINFORCING PLAN SCALE: 3/8- 1'-0° ABUTMENT I SHOWN. ABUTMENT 2 51MILAF A705 N7 DOWEL (3) PER 2'MIN GIRDER. 4'-0' CLR �tNG, WITH EOUAL EMBED. A506p55EE 5HPET 55.0 PLACED ON5KEW ATIE IN THE CORNER ASO5 N5 b CAP BAR3- A404 N4 LONGT IN CORBEL A407 2' MIN CLR ABUTMENT 51NGLE A701 N7 WALL § — PLACED IN ACUTE II CORNER gx xxx��7 � u3 A70I N7 WALL BARS ❑ 6 M 0. � d1 a TYP FA4341 114 PAIR OF A801 N8 FOOTING BAR5 PAIR OF PFI 84 n, FOOTING BARS �u 9 PAIR5 OF A40) 5' i•i V 8 5PACE5 @ I I' MAX = T-2' TYPICAL ABUTMENT REINFORCING SECTION A SCALE: SCALE: 3/4'= I'-0' i A13UTMENTI BEGIN WALL 5TA 35+58.84 25.57' LT ELEV 53.00— FALL PROTECTION ■ I FENCE POST, TYP. J I I I I I I 1 I 35150 FHORJlDr10E I { 1. I 1 I I I 5TA 35+84.93 I I I T I I 1 I I I I I I I ! I I I I f I I f I 1 I I I 1 k 3•-,g ice= I I I I I J 1 BEGIN WALL ' 5TA 35+70.62 26.97' RT ELEV 53.00 SOUTHWEST 5EW 45 Ilrr WALL TRANSITION TO HEADWALL 5TA 35+77.93 24.87' LT ELEV 54.50 �� t8 I I ABUTMENT OL THORNDYKE CREEK HEADWALL TPAN51TION TO WALL 5TA 36+15.51 25.58, LT ELEV 54.50- [I'Zll WALL TRANSITION ' �l TO HEADWALL 5TA 35+91-68 27, 19' RT ELEV 54.50 HEADWALL TRANSITION TO WALL 5TA 36+33.00 25,34' RT ELEV 54.50 STRUCTURALEARTH WALL LAYOUT `\j FALL SCALE: 1/8' = 1'-0' PROTECTION FENCE 2 GRADING CATCH POINT { CAP MAT iTL� H REINFORCEMENT - TOP LIFT CREATE BLOCKOUT5 OR ADJUST WALL SYSTEM AS NECESSARY �Tp���� l�jJ u`L� FOR P05T INSTALLATION. FOLLOW WALL MANUFACTURER'S RECOMMENDATIONS. `4 3" TO 6' ROCK TYP• �� FILTER FABRIC PER WALL BACKING MAT WITH OPENINGS MANUFACTURER 512ED TO PREVENT AGGREGATE �y PASSAGE. �131tr,� GRAVEL BORROW FOR WELDED WIRE MAT PER STRUCTURAL EARTH WALL TYP. v WALL MANUFACTURER y� 6' MIN. ROCK -FACE DETAIL SCALE: 112" = "-0' SDLITH�� SEW 1 45 END WALL 5TA 36+36.43 27. 17' LT ELEV 54.00 END WALL 5TA 36+59.23 26.95' RT ELEV 53.00 WELDED WIRE FACED HEADWALL WELDED WIRE ON BURIED BRIDGE FALL FACED SEW ELEV PROTECTION 54.50 FENCE ELEV ELEV 53.00 -V 3'-O' MIN. 50.50 z I APPROX I L FINISHED-----------2-- GROUND -------------------- ----------------- --------------------- I I ------------- EL 35.50 1 CIP CONCRETE ABUTMENT SOUTHWEST SEW ELEVATION SCALE: I" = 5'-0' LOOKING NORTH AND NORMAL TO WALL FACE r.vLL PROTECTION FENCE WELDED WIRE FACED HEADWALL ON WELDED WIRE BURIED BRIDGE — ELEV FACED SEW ELEV 54,00 3'U' MIH. ELEV 54.50 - — 50.50 � l I I I L_ T-------2--- APPRO% r - FINI5HED I -.-------------------- GROUND r --- ----------------------- I --------------- 1 L----------------- - I EL 35.50 22'-0' CIP CONCRETE ABUTMENT — NORTHEAST SEW ELEVATION SCALE: I' = 5'-C" LOOKING 50UTH AND NORMAL TO WALL FACE FALL PROTECTION WELDED WARE FACED FENCE HEADWALL ON BURIED WELDED WIRE ELEV BRIDGE ELEV ELEV FACED SEW 3"•D' MIN. 53.00 - � .50k. 0 � 50.50 ^- - - ----- 1 ----- 2------- --- --------- .--- APPRO% FINISHED - - - - - - - - - - - - - - - - - - - - - - - - - - GROUND --------------------------- I --------------4 1 ---------��------•j EL 35.50 25'-TY CIP CONCRETE ABUTMENT SOUTHEAST SEW ELEVATION SCALE: I' = 5'-O' LOOKING NORTH AND NORMAL TO WALL FACE - FALL PROTECTION WELDED WIRE FENCE FACED HEADWALL i WELDED WIRE ON BURIED BRIDGE FACED SEW S'•0, MIN. LEV E ELEV ELEV UfV ELEV 53.00 --------- J I I APPROX FINISHED - --- - - - - - - - - - - - - - - - - - 7 GROUND -- .--_-------------1 I - - - - - - - - - ---------� I ---------------------EL 35.50 1 CIP CONCRETE ABUTMENT NORTHWEST SEW ELEVATION SCALE: I' = 5'-0' LOOKING SOUTH AND NORMAL TO WALL FACE 11 35-4 1 /8' -- - - -- GIRDER A - - GIRDER B 1 - - rL GIRDER C ' rL GIRDER D Q 1 - - CL GIRDER E I rs� GIRDER F 1 - - rL GIRDER G ' - - GIRDER H GIRDER I 5EE END DIAPHRAGM - q GIRDER J DETAIL R 1 — — GIRDER K GIRDER L 1y HEADWALL, TYP ABUTMENT I �' ABUTMENT 2 FRAMING PLAN 5CALE: 1/8" = 1'-0" END DIAPHRAGM DETAIL 5CALE: 3/8'- I'-O' ABUTMENT 1 5HOWN, ABUTMENT 2 51MILAR E 6- D601 /6 FULL LENGTH- 102, rRLMDIOED JOINT FILLER— A705S N7 ■ 1 1 I I I II I • 1 II l I I I I A END DIAPHRAGM SECTION SCALE: 5CALE: 1 1 /2'= 1'-O' GIRDER SCHEDULE GIRDER GIRDER PLAN V01D5 GIRDER END MIN CONCRETE PRESTRESSING STRANDS (SEE GIRDER N0TE5 2 - 3) MIDSPAN TRAN5VER5E REINFORCEMENT LONGITUDINAL SHIPPING AND HANDUNG HEIGHT WIDTH LENGTH DETAILS COMP STRENGTH U VERTICAL REINFORCEMENT DEIFAIL5 H W (ALONG w DEFLECTION B i 02 ROW I ROW 2 ROW 3 TOP ROW ZONE I ZONE 2 ZONE 3 ZONE 4 CI CZ L L I L2 Kg %c GIRDER i D GRADE) SEE GIRDS NOTE I) or m °C rii ¢- o_ a a U w "� MINIMUM 5HIPPING MINIMUM 5HIPPING r z a z o Q r z a z o a r z a z p a r > or �n a Q _ N N w N p o w w w U> Z p o w w z (j o O w p w N Z p N N v' w Z g 0 p N U N U N N U N N SUPPORT SUPPORT V' z O z O w LL O w 5Z p L z g L Z.00 1 i p L w u$ L t7 L z rfl r U' L m r g O i np s z �_ w U N `��' p O uC N U = r U1 U = N z = r Ul U = r Ul O U1 O ROTATIONAL SPRING CNI WHEEL WHEEL a r du1 z tt1yZj u7z� Zj oz� �r iUl tt�yZj u7z� �pj ozw drt) rr5 u1z� w 5 z Oz� �r dUl 00QQLL w� rUl � m a U � �(� d >0 w ¢ m d O w � < N z � � N of ¢ m � N w K Oz K m O CONSTANT SPACING w I Y'•!' A'••{• 36'-6' 2 8' E E 75 75 6.0 5.0 21 4 @ 3 4 p 6' I - - - - 6 - 3/8' 7/8" 5 3" 1' S 5' S' S G" 6' 4 5' TO MID 4 1-1 4 6 3-9 2'-G' 2'•6' 40,000 G'•0' SPAN GENERAL NOTES: 1.. PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE FOR SHORTENING DUE TO PRESTRESS AND SHRINKAGE. 1. ALL STRANDS SHALL BE 0. 610 AASNTO U20J GRADE 270 LOW RELAXATION STRANDS, JACKED TO 202.5 KSI. STRANDS SHALL Of SYMLTETRICAL ABOUT THE GIRDER CENTERLINE EXTERIOR STRANDS IN EACH ROW SHALL BE FULLY BONDED. J DfBONDEO STRANDS SHALL BE DEBONDED AT EACH GLROfR END FOR THE INDICATED LENGTH PARALLEL 10 THE GIRDER CENTERLINE. DESONDED STRANDS SHALL NOT BE EXTENDED PAST ORDER ENDS DEB0NDf0 STRANDS SHALL BE SYLUENICALL Y PLACED ABOUT THE CARDER CENTERLINE. DfBONDED LENGTHS OF PAIRS OF STRANDS THAT ARE SYMMETRICALLY POSIROWEO ABOUT THE GIRDER CENTERLINE SHALL BE EOUAL I. ALL MILD REINFORCEMENT SHALL BE EPDXY COATED. CL JOINT CLJOINT Cfr 5HIPPING SUPPORT 5HIPPING SUPPORT LOCATION LOCATION TEXTURE TOP OF GIRDER SYMM ABOUT CL GIRDER 3116" MIN LI 1.2 IN ACCORDANCE WITH 1 1/4- MAX, TYP 5TD. SPEC. G-02.3(25)H CL VOID I CL VOID INSTALL LIFTING EM13EDMENTS I L IN ACCORDANCE WITH W51DOT 5TD.5PEC. G-02.3(25)L. _ _ _ _ _ _ _ _ _ _ _ _ _ _ p 1 0 0 0 0 0 — y REMOVE TO TOP OF GIRDER _ _ 3'-0 O> o AFTER ERECTION 1 o w i _ ^I TOP ROW G I I I o[ L___^—,_--- — —— — 0 4. --..____ t9 IN MIN TYP PROVIDE END TYPE DETAILS r j —" n_� -- — —� I 3'-01 p TTP — — — _ EXTERIOR STRAND POSITIONS IN IDENTIFIED IN THE GIRDER ( TYP i32 O> EACH ROW 5HALL BE FILLED SCHEDULE (TYP) —=�� — — — I — — �� PERMANENT I I 1 I I AND DE FULLY BONDED' L____—_—.-.,---- ---__---J 1 11211 CHAMFER p o dK M a ® 0 Qo 'o Qo AT CORNER5 (TYP) a.:a o Q o o Q o 0 0 0 — _?LAID LENGTH I I I 1 (ALONG GIRDER GRADE] I " CHAMFER, TYP END 1 END 2 " SPA. 2SPA 2" ROW ROW 21 N ' I POTENTIAL I'0 POLYETHYLENE PIPE DRAIN AT BOTH PRE5TRE551NG STRAND PLAN END5 OF EACH VOID. ENSURE WATER LOCATION, TYP N.T.5. WITHIN VOID WILL DRAIN AFTER CA5TING GIRDER, TYP ❑ DEBOND 5TRAND G'-0- TYICAL BOTH GIRDER END5. Q DEBOND 5TRAND 3-0' TYICAL BOTH GIRDER END5. TYPICAL GIRDER SECTION w =z �Q 3 3 w 5AWTEETH FULL WIDTH u- O 1 � Q � p ) 0- U� END OF GIRDER AlkFox-M» BEND G10 ®#5 TO OBTAIN 2" COVER AT BACK OF STEM WALL I I 2'-6' MIN4GP SPLICE GI GI in TF U fl--11 T - - - - - - - - - - OMIT KEYWAY AND ADD WELD TIE INSERT G I OR G 10 U EXTERIOR KEY v PER DETAIL BELOW t EXCLUDED O GIRDER5 AAND N a G3 #4 111111V4-Hi 1111111111 I �i I FOR GIRDER N �r N I'•2 112, L LEVA I ION ST NDS NOT 5HOWN PARALLEL TO EN 5EE GIRDER 5CHEDULE FOR BAR ZONE I )RCEMENT D 6.D D O• D D.O D D O D• • SPACING AND LENGTH OF ZONE5 _ ZONE 3 ZONE -0 G2 OR G 1 O © — NOiWAI TO CL GIRM NORMAL TO CL U GIRDER �_rc ■AIAI in-riTr rrr-I-r 4 4 4 I own 5EE NOTE L WELD TIE Ci 11•E" MIN 4-4r MAX, TYP 3`-0' MAX ZF—GI OR G I 0 (TOP) AND G2 (BOTTOM), TYP PLAN A HEADWALL BAR5 NOT 5HOWN FOR CLARITY. 5EE FRAMING PLAN SHEET FOR DETAIL5 AND LOCATIONS. OTHER END 51MILAR. 5TRAND5 NOT 5HOWN FOR CLARITY. B KEYWAY MAY BE STOPPED 5HORT A MAXIMUM OF 10" FROM EACH END. w WELD TIE Is] I,744Hnil TYPICAL GIRDER TYPE 1 SECTION 5YMM ABOUT CL JOINT FILUKEYWAY WITH GROUT 2 3I1 2"0 x 4" 311 G' TO IIA" 5MOOTH BAR 1/4 (1/8) � � r w N BAR 3x 1 /2x0'-G', TYP WELD TIE ALTERNATE #1 �LSECTION A 5CALE: SCALE: 3' = I'-O' (2) 112"0 x G' WELDED 5HEAR STUD, CENTER ON BAR, TYP 5YMM ABOUT CL JOINT 311 s' TO t14- 12" 2 112" I BAR I 1/2x I xO'-4" n1'r i r 1/4 I 114f0-G' I 1 Y WELD TIE ALTERNATE #2 B SECTION SCALE: SCALE: 5YMM ABOUT L JOINT 3110101 I I14' 718' FILL KEYWAY 4 WITH GROUT FOAM BACKER ROD I SHEAR KEY C SECTION SCALE: 5CALE: 3- = I'-O' (2) 112"0 x 5" WELDED SHEAR STUD OR #4 x 2'-0" MIN REBAR 114 ic 1 112 C TYP TRANSVERSE REINFORCEMENT OPTIONS TYP TOP RP MIDDLE RA BOTTOM RA FIN15H GRADE rL POST (� P05T SECTION SCALE: SCALE: I/2'= 1'-O" rL POST IM RAIL, TYPICAL ELEVATION SCALE: 1 /2'= P-O' NOTES: NP5 = NOMINAL PIPE 51ZE 'IRE AT GRADE POST DETAIL SCALE: 3/4"= I'-0" STEEL CAP r DRILL t TAP FOR 1/4'¢ 5ET SCREW P05T 01 DETAIL SCALE: SCALE: I I/2'= I'-O' STEEL BRACE BANDS (SEE DETAIL FE POST TH15 SHEET) f' MIN INTO SI GALV. 300 BOLT ASTM A307, TYP. MOUND CONC. FOR DRAINAGE POST IV x I' STEEL STRAP BRACE 1 /2"® HOLE FOR BAND 3/8'0 BOLT ASTM A307 BRACE BAND DETAIL 1/2- I RAIL, TYP 1 /2"0 HOLE THROUGH RAIL END AND PIPE FOR GALV. 318.0 BOLT ASTM A307, TYP, DETAIL SCALE: SCALE: 112'= 1'-0' SCALE: I NOTES I. TH15 STRUCTURE HAS BEEN DESIGNED TO WAC 29G-880. 2. P05T AND RAIL ELEMENTS SHALL CONFORM TO SECTION 9- 1 G. I (I )A, FITTINGS AND HARDWARE SHALL CONFORM TO SECTION 9- 1 G. I (I )D. 3. ALL TUBES, PIPES, AND HARDWARE, SHALL BE GALVAN12ED IN ACCORDANCE WITH SECTION G-07.3(I 1)- TYPE 51 �I 3IU1 TYPE 53 h'1 TYPE 5 ai f ---I 3E TYPE 5 135° 11 1 1 1 1 1 TYPE 59 U u ADD Y EVCT[Y Z FEET OF 5PIRAL LENGTH TO ACCOUNT FOR SPLICE5 ME 65 TYPE 6Z 3 x• x H }T1 M r�V F= �I u w 3 xME 7Li 3 TYPE 73 x TTT u OI TYPE 84 TYPE 79 �. u Y 01 02 x . Z:L 8 APE TYPE 1 35° u 135° I_ U I U r TYPE 89 TYPE 83 711 mz GJ I x TYPE 90 NOTE5: I . ALL REINFORCING ON THI5 5HEET 5HALL BE A5TM A706 Gr 60 UNLF55 5HOWN OTHERWI5E. 2. THI5 5HEET 15 NOT A CONTRACT DRAWING. NUMBER AND LENGTH OF BAR5 TO BE DETERMINED BY THE CONTRACTOR FROM PLAN5. Z O J LLW0 0 LL Z 0 N N Z Y :3 O Q O J O Z O } 0u1 o O w ? ¢ 0 0 U K F y 0 2 U 0 w z03 o � u w o W z J O z w � U cn O � U) � J 0 ry Q m S10.0 5HEET 31 OF 31