engineering and management · engineering and management. city of republic, washington. pedestrian...
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ENGINEERING AND MANAGEMENT
VARELA AND ASSOCIATES, INC.
CITY OF REPUBLIC, WASHINGTON
PEDESTRIAN SAFETY IMP. PROJECT FEDERAL AID No. TAP-1075(003)
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PROJECT
LOCATION
CITY OF REPUBLIC OFFICIALS
Jim BurnsideDaniel HayMarty RugoLoni SimoneRachel Siracuse
CITY COUNCIL
PUBLIC WORKS DIRECTOR
MAYOR
Elbert Koontz
Robert LightfootCLERK TREASURER
Jennifer Rabenold
C A N A D A
W A S H I N G T O N
I D A H O
O R E G O N
CITY OF REPUBLIC, WASHINGTON
FEDERAL AID NO. : TAP - 1075(003)CONTRACT NO. TA-6498
JULY 2019
PEDESTRIAN SAFETY IMPROVEMENTS PROJECTREPUBLIC SIDEWALK - SCHOOL TO GOLDEN TIGER PATHWAY
REPUBLIC
CITY OF REPUBLIC
COVER SHEET, PROJECT LOCATION
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JEFFERSON ST.
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HESSE BLVD.
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SR 20/21
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ELEVENTH ST.
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TENTH ST.
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EIGHTH ST.
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SEVENTH ST.
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SIXTH ST.
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DELAWARE AVE.
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KLONDIKE RD.
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JEFFERSON ST.
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KELLER ST.
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CLARK AVE.
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KEAN ST.
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KLONDIKE RD.
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SR 21
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SHEET
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OF
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822803-Sht 01 (Cover)
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SPOKANE
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DAVENPORT
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CRESTON
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ROCK ISLAND
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MOSES LAKE
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RITZVILLE
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KENNEWICK
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WALLA WALLA
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PALOUSE
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PATEROS
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TWISP
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TONASKET
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OROVILLE
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COLVILLE
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NEWPORT
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YAKIMA
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ELENSBURG
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LEAVENWORTH
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OTHELLO
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VANCOUVER
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OLYMPIA
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TACOMA
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SEATTLE
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BURLINGTON
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BELLINGHAM
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PORT ANGELES
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ROSALIA
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OKANOGAN
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231
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SPRINGDALE
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97
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395
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195
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127
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395
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90
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90
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90
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97
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5
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5
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2
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2
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20
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20
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20
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21
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COULEE CITY
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25
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20
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101
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14
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COULEE DAM
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N.T.S.
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N.T.S.
LEGEND, NOTES, ABBREVIATIONS
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ABBREVIATIONS GENERAL NOTES
LEGEND
DESCRIPTION EXISTING PROPOSED
SURVEY
UTILITIES
SIGN
UTILITIES
SURVEY
SURFACE REPLACEMENT NOTES
EXISTING PROPOSEDDESCRIPTION
VARELA AND ASSOCIATES, INC.
ENGINEERING AND MANAGEMENT
CITY OF REPUBLIC, WASHINGTON
PEDESTRIAN SAFETY IMP. PROJECT FEDERAL AID No. TAP-1075(003)
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SIGN AND PAVING MARKING NOTES
TESC NOTES
SHEET NO. 01 COVER SHEET, PROJECT LOCATION
SHEET NO. 02 LEGEND, ABBREVIATIONS, NOTES & INDEX
SHEET NO. 03 SIDEWALK PLAN STA 10+00 TO STA 13+30
AND T.E.S.C. PLAN
SHEET NO. 04 SIDEWALK PLAN STA 13+30 TO STA 15+23
SHEET NO. 05 DETAILS
SHEET NO. 06 TRAFFIC CONTROL PLAN
SHEET INDEX
SURVEY DATUM AND NOTES
SURFACE
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FLANGED MECHANICAL JOINT PLAIN END RESTRAINED JOINT
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BUTTERFLY VALVE CHECK VALVE GATE VALVE RESILIENT SEAT GATE VALVE BACKFLOW PREVENTION VALVE
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ASBESTOS CONCRETE CONCRETE CORRUGATED METAL PIPE CAST IRON DUCTILE IRON FORCE MAIN GALVANIZED STEEL POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE STEEL PIPE
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COUPLING ELBOW FLANGED COUPLING ADAPTER LONG RADIUS REDUCER THREADED
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ASPHALT CONCRETE BASEMENT CONCRETE CATCH BASIN CUBIC FEET PER SECOND CENTERLINE CLEAN OUT CONCRETE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CUBIC YARD DIRT DECIDUOUS DETAIL DIAMETER DIMENSION DRAIN PIPE DRYWELL DRAWING EAST EXISTING GRADE ELEVATION EDGE OF PAVEMENT EXISTING FINISH FLOOR FINISH GRADE FIRE HYDRANT FOOT OR FEET GRADE HIGH PRESSURE HIGHWAY INVERT ELEVATION INCHES LINEAL FEET
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A.C. B C CB C.F.S. CL. C.O. CONC. CSBC CSTC C.Y. D DEC. DET. DIA. DIM. DR DW DWG E EG ELEV. EP EXIST. FF FG FH FT. GR HP HWY I.E. IN. LF
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CPLG EL FCA LR RED TH
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MISC
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VALVES
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FITTINGS
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BFV CV GV RSGV BACKFV
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AC CONC CMP CI DI FM GS PVC RCP STL
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JOINTS
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FL MJ PE RJ
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PIPE
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SHEET NUMBER THAT ELEVATION/SECTION/DETAIL APPEARS ON
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ELEVATION/SECTION/DETAIL TITLE
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SECTION/DETAIL - PIPING AND EQUIPMENT
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1
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3
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SCALE
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A
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3
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DETAIL NUMBER
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SECTION CALLOUT
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MAX. MH MIN. N N.I.C. NO. NTS O.C. P PP P.S.I. Q.C. Q.D. REV. REQ'D RD. R.R. R/W S S= SD SL SS ST. STA STD. SW SY T.B.M. T.E.S.C. T.O.P. T.O.W. TYP. W
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MAXIMUM MANHOLE MINIMUM NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER PAVED POWER POLE POUNDS PER SQUARE INCH FULL PIPE CAPACITY DESIGN FLOW REVISED REQUIRED ROAD RAILROAD RIGHT-OF-WAY SOUTH SLOPE STORM DRAIN SURVEY LINE SANITARY SEWER STREET STATION STANDARD SIDEWALK SQUARE YARD TEMPORARY BENCH MARK TEMPORARY EROSION & SEDIMENT CONTROL TOP OF PIPE TOP OF WALL TYPICAL WEST
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G
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7
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ELEVATION CALLOUT
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UTILITY POLE
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UTILITY POLE ANCHOR
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SIGN
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8"SD(PVC)
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CONTOUR (INDEX)
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RIGHT-OF-WAY
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CONTOUR
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2010
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2010
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STORM DRAINAGE
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CONTROL NUMBER
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1. THE CONTRACTOR SHALL RE-ESTABLISH THE ROADWAYS DISTURBED BY HIS OPERATIONS TO THEIR ORIGINAL GRADES, LOCATION AND WIDTH UNLESS THE CONTRACTOR SHALL RE-ESTABLISH THE ROADWAYS DISTURBED BY HIS OPERATIONS TO THEIR ORIGINAL GRADES, LOCATION AND WIDTH UNLESS OTHERWISE SHOWN ON THE PLANS OR DIRECTED IN THE FIELD BY THE ENGINEER. THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE, SMOOTH UNIFORM CROWN AND GRADE IN ACCORDANCE WITH SECTION 5-04.3 (13) OF THE WSDOT STANDARD SPECIFICATIONS. GRAVEL SURFACE REPLACEMENT OF EXISTING GRAVEL SURFACES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 4-03. 2. ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT OR WHEEL CUT PRIOR TO REMOVAL. AS DIRECTED IN THE FIELD BY THE ENGINEER ALL JAGGED PAVING ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT OR WHEEL CUT PRIOR TO REMOVAL. AS DIRECTED IN THE FIELD BY THE ENGINEER ALL JAGGED PAVING EDGES SHALL BE SAWCUT PRIOR TO FINAL ASPHALT RESTORATION. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE ROADWAY. 3. PERMANENT SURFACING PAVING SECTIONS SHALL MATCH EXISTING AT ANY LOCATIONS TO BE REPAIRED/REPLACED. PERMANENT SURFACING PAVING SECTIONS SHALL MATCH EXISTING AT ANY LOCATIONS TO BE REPAIRED/REPLACED. 4. USE COMMON BORROW (PER 9-03.14(3)) AS NECESSARY FOR CONSTRUCTION OF PROPOSED EMBANKMENTS. EMBANKMENT CONSTRUCTION TO BE PER USE COMMON BORROW (PER 9-03.14(3)) AS NECESSARY FOR CONSTRUCTION OF PROPOSED EMBANKMENTS. EMBANKMENT CONSTRUCTION TO BE PER 2-03.3(14) METHOD B. 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE COVER CROP SEEDED PER SECTION 8-01.3(2)B.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE COVER CROP SEEDED PER SECTION 8-01.3(2)B.
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1. LAYOUT OF THE PROPOSED IMPROVEMENTS ARE SHOWN HEREIN AS EXAMPLE ONLY. FINAL LAYOUT SHALL BE DETERMINED DURING CONSTRUCTION AFTER LAYOUT OF THE PROPOSED IMPROVEMENTS ARE SHOWN HEREIN AS EXAMPLE ONLY. FINAL LAYOUT SHALL BE DETERMINED DURING CONSTRUCTION AFTER CLEARING/GRUBBING IS COMPLETE. CONTRACTOR SHALL LAYOUT AND MARK IN THE FIELD THE PROPOSED IMPROVEMENTS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WSDOT STANDARD DETAILS PRIOR TO BEGINNING CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION PRIOR TO ENGINEER AUTHORIZATION. HORIZONTAL AND VERTICAL ADJUSTMENTS REQUIRED WILL BE INCIDENTAL. AT LOCATIONS WHERE NEW SIDEWALK INTERSECTS EXISTING FEATURES, SIDEWALK SHALL MATCH EXISTING ELEVATIONS AND SHALL MEET ALL ADA REQUIREMENTS. 2. RIGHT-OF-WAYS WHERE SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. CONTRACTOR SHALL LOCATE EXISTING PROPERTY CORNERS SET BY RIGHT-OF-WAYS WHERE SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. CONTRACTOR SHALL LOCATE EXISTING PROPERTY CORNERS SET BY MID-MOUNTAIN SURVEYORS (AMENDED RECORD OF SURVEY 2/23/2004--AUDITORS FILE NO. 258352) AND CONFIRM ALL IMPROVEMENTS AND DISTURBED AREAS INCLUDING RESULTING EMBANKMENTS, ETC. WILL NOT ENCROACH ON PRIVATE PROPERTY AND ARE WITHIN EXISTING WSDOT ROW. IF ADJUSTMENTS ARE REQUIRED, THEY SHALL BE PROPOSED BY THE CONTRACTOR FOR ENGINEER REVIEW. 3. WHERE KNOWN, EXISTING UTILITIES ARE SHOWN ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR. LOCATIONS SHOWN ARE APPROXIMATE AND WHERE KNOWN, EXISTING UTILITIES ARE SHOWN ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR. LOCATIONS SHOWN ARE APPROXIMATE AND DEPTHS ARE NOT KNOWN. OTHER UTILITIES MAY EXIST IN THE WORK AREAS THAT ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, NATURE AND DEPTH OF THE EXISTING UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION BY CONTACTING ALL UTILITY OWNERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND REPAIR ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION. SEE SECTION 1-07.17. NOT ALL UTILITIES OR SERVICES ARE SHOWN. OVERHEAD UTILITIES ARE GENERALLY NOT SHOWN. 4. PRIOR TO CLOSING ANY STREET OR PORTION THEREOF, THE CONTRACTOR SHALL NOTIFY THE ADJACENT PROPERTY OWNERS, CITY OF REPUBLIC PUBLIC PRIOR TO CLOSING ANY STREET OR PORTION THEREOF, THE CONTRACTOR SHALL NOTIFY THE ADJACENT PROPERTY OWNERS, CITY OF REPUBLIC PUBLIC WORKS DEPARTMENT AND ANY OTHER PARTIES REQUIRED BY LOCAL AND STATE LAW. 5. WHERE THE POTENTIAL FOR CONFLICT WITH AN EXISTING UTILITY CROSSING EXISTS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE, AS WHERE THE POTENTIAL FOR CONFLICT WITH AN EXISTING UTILITY CROSSING EXISTS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE, AS NECESSARY, THE EXISTING UTILITY ADEQUATELY IN ADVANCE OF HIS TRENCHING AND PIPE LAYING ACTIVITIES SO THAT IF NECESSARY AN ADJUSTMENT TO GRADE FOR THE NEW PIPELINE CAN BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES FROM SOIL INFILTRATION. THE CONTRACTOR SHALL CLEAN ALL EXISTING DRAINAGE THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES FROM SOIL INFILTRATION. THE CONTRACTOR SHALL CLEAN ALL EXISTING DRAINAGE STRUCTURES SUBJECT TO SOIL INFILTRATION AS A RESULT OF THE CONTRACTORS WORK AND SUCH CLEANING SHALL BE INCIDENTAL TO OTHER BID ITEMS. 7. THE CONTRACTOR SHALL PROVIDE AND ALLOW ACCESS TO LOCAL PROPERTY OWNERS AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE AND ALLOW ACCESS TO LOCAL PROPERTY OWNERS AT ALL TIMES. 8. THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT ALL ACCESSIBLE ROUTES AND FEATURES IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2011 THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT ALL ACCESSIBLE ROUTES AND FEATURES IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY (PROWAG). ACCESSIBLE ROUTES AND FEATURES INCLUDE, BUT ARE NOT LIMITED TO; SIDEWALKS, CURB RAMPS, CROSS WALKS, AND ACCESSIBLE PARKING SPACES. ROUTES AND FEATURES THAT DO NOT CONFORM TO THE REQUIREMENTS OF THE PROWAG WILL BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 9. CONTRACTOR SHALL CLEAR AND GRUB THE SITE IN ACCORDANCE WITH WSDOT REQUIREMENTS, AND AS NECESSARY TO REMOVE ALL EXISTING MATERIAL CONTRACTOR SHALL CLEAR AND GRUB THE SITE IN ACCORDANCE WITH WSDOT REQUIREMENTS, AND AS NECESSARY TO REMOVE ALL EXISTING MATERIAL AND ORGANICS DOWN TO NATIVE SOIL AND AS REQUIRED FOR CONSTRUCTION OF THE IMPROVEMENTS HEREIN. ALL MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL/STATE/FEDERAL REQUIREMENTS. THIS WORK IS INCIDENTAL TO THE SIDEWALK CONSTRUCTION. 10. SITE SHALL BE GRADED TO THE ELEVATIONS, SLOPES, CONTOURS, ETC. SHOWN HEREIN, AND AS NEEDED TO ASSURE PROPER DRAINAGE. GRADING SHALL SITE SHALL BE GRADED TO THE ELEVATIONS, SLOPES, CONTOURS, ETC. SHOWN HEREIN, AND AS NEEDED TO ASSURE PROPER DRAINAGE. GRADING SHALL BE SLOPED EVENLY AND UNIFORMLY TO THE SIDES AND EDGES AS SHOWN. 11. CONTRACTOR SHALL DISPOSE OF EXCESS MATERIAL AND/OR IMPORT EMBANKMENT MATERIAL AS REQUIRED TO GRADE THE SITE AS SHOWN AND AS CONTRACTOR SHALL DISPOSE OF EXCESS MATERIAL AND/OR IMPORT EMBANKMENT MATERIAL AS REQUIRED TO GRADE THE SITE AS SHOWN AND AS REQUIRED TO CONSTRUCT THE FACILITIES HEREIN. REMOVAL AND DISPOSAL OF THE SITE MATERIAL IS INCIDENTAL. IMPORTING AND PLACING EMBANKMENT MATERIAL SHALL BE INCLUDED IN THE PROVIDED BID ITEMS. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING AREAS WITH THE CITY PUBLIC WORKS DEPARTMENT. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING AREAS WITH THE CITY PUBLIC WORKS DEPARTMENT. HE CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING AREAS WITH THE CITY PUBLIC WORKS DEPARTMENT. 13. CONTRACTOR SHALL CONTACT ENGINEER 24 HOURS PRIOR TO PLACING CONCRETE OR ASPHALT FOR REVIEW AND ACCEPTANCE. CONTRACTOR SHALL CONTACT ENGINEER 24 HOURS PRIOR TO PLACING CONCRETE OR ASPHALT FOR REVIEW AND ACCEPTANCE. . 14. THE CONTRACTOR'S ACTIVITIES AROUND THE ENTRANCE TO THE SCHOOL SHALL BE SUCH THAT IMPACT DURING THE MORNING DROP OFF AND AFTERNOON PICKUP IS THE CONTRACTOR'S ACTIVITIES AROUND THE ENTRANCE TO THE SCHOOL SHALL BE SUCH THAT IMPACT DURING THE MORNING DROP OFF AND AFTERNOON PICKUP IS MINIMAL. ANY NECESSARY LANE CLOSURES IN THE VICINITY SHALL INCLUDE 48 HOURS NOTICE TO THE REPUBLIC SCHOOL DISTRICT. 15. EXCESS MATERIAL PRODUCED FOR DITCH EXCAVATION IS EXPECTED TO BE UTILIZED ONSITE.EXCESS MATERIAL PRODUCED FOR DITCH EXCAVATION IS EXPECTED TO BE UTILIZED ONSITE.
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UTILITY MARKING SIGN
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SD
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SHEET
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OF
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APP.
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CKD.
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BY
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NO.
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DATE
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SCALE:
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DESIGNED:
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DATE:
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DRAWN:
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PROJ. NO.:
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APPROVED:
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CHECKED:
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REVISIONS
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822803-Sht 02 (Notes).dwg
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AS SHOWN
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MEJ
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DLT
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82-28-03
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7/24/19
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DDC
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DDC
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S
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N
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1. LONGITUDINAL MARKINGS SHALL BE ACCORDANCE WITH WSDOT STANDARD PLAN M-20.10-02. LONGITUDINAL MARKINGS SHALL BE ACCORDANCE WITH WSDOT STANDARD PLAN M-20.10-02. 2. ALL PAINT SHALL HAVE GLASS BEADS. ALL PAINT SHALL HAVE GLASS BEADS. 3. OBLITERATE EXISTING MARKINGS IN CONFLICT WITH PROPOSED MARKINGS BY SANDBLASTING OR MECHANICAL MEANS. OBLITERATE EXISTING MARKINGS IN CONFLICT WITH PROPOSED MARKINGS BY SANDBLASTING OR MECHANICAL MEANS. 4. GROUND MOUNTED SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN G-20.10-02. GROUND MOUNTED SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN G-20.10-02. 5. STEEL SIGN SUPPORTS SHALL BE TYPE ST-4 IN ACCORDANCE WITH WSDOT STANDARD PLAN G-24.50-03. STEEL SIGN SUPPORTS SHALL BE TYPE ST-4 IN ACCORDANCE WITH WSDOT STANDARD PLAN G-24.50-03. 6. ROAD SIGNS SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD. ROAD SIGNS SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD. 7. SIGN LOCATIONS SHOWN IN THE PLANS ARE APPROXIMATE. CONTRACTOR IS TO COORDINATE LOCATION WITH ENGINEER IN THE FIELD. SIGN LOCATIONS SHOWN IN THE PLANS ARE APPROXIMATE. CONTRACTOR IS TO COORDINATE LOCATION WITH ENGINEER IN THE FIELD. 8. CONTRACTOR SHALL VERIFY SIGN SUPPORT LENGTHS PRIOR TO ORDERING.CONTRACTOR SHALL VERIFY SIGN SUPPORT LENGTHS PRIOR TO ORDERING.
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1. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED STORM INLETS AND CATCH THE CONTRACTOR IS RESPONSIBLE TO PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED STORM INLETS AND CATCH BASINS WITH IN THE PROJECT AREA. INLET PROTECTION SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD PLAN I-40.20-00. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES UNTIL ALL CONSTRUCTION IS COMPLETED AND VEGETATION IS ESTABLISHED, AND APPROVED BY THE ENGINEER. 2. THE TESC FACILITIES SHOWN ON THE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING THE TESC FACILITIES SHOWN ON THE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 3. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 4. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTION. 5. AT NO TIME SHALL MORE THAN ONE-FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. AT NO TIME SHALL MORE THAN ONE-FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. 6. SILT FENCE SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN I-30.15-02. CONTRACTOR MAY USE SILT FENCE FOR SILT FENCE SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN I-30.15-02. CONTRACTOR MAY USE SILT FENCE FOR STORM INLET PROTECTION UPON APPROVAL FROM ENGINEER IN FIELD. EACH LOCATION WHERE SILT FENCE IS USED FOR STORM INLET PROTECTION MUST BE APPROVED BY ENGINEER.
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VERTICAL DATUM: NAVD88 HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH 1983 US SURVEY FOOT COORDINATE SYSTEM. CONTROL POINTS USED ARE SHOWN ON THE DRAWINGS AND DESCRIBED BELOW:
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DESCRIPTION NORTHING EASTING ELEVATION NORTHING EASTING ELEVATION EASTING ELEVATION ELEVATION "GP10020-6" 605272.910 2147883.257 2436.004 605272.910 2147883.257 2436.004 2147883.257 2436.004 2436.004 "GP10020-7" 606439.594 2149734.703 2420.898 606439.594 2149734.703 2420.898 2149734.703 2420.898 2420.898
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GP10020-6
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CONCRETE-EDGE (EX)
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ASPHALT-EDGE
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SIDEWALK
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FOG LINE
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FOG
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DITCH
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1. PROJECT SURVEY BASED ON HIGHWAY MONUMENTS/CONTROL POINTS SHOWN AND DESCRIBED ON THE PLANS. PROJECT SURVEY BASED ON HIGHWAY MONUMENTS/CONTROL POINTS SHOWN AND DESCRIBED ON THE PLANS. 2. RIGHT OF WAYS SHOWN ON THE PLANS ARE APPROXIMATE. RIGHT OF WAYS SHOWN ON THE PLANS ARE APPROXIMATE. 3. DIMENSIONS PROVIDED FOR CONSTRUCTION OF SIDEWALK IMPROVEMENTS ARE TO FRONT OF WALK UNLESS NOTED OTHERWISE. DIMENSIONS PROVIDED FOR CONSTRUCTION OF SIDEWALK IMPROVEMENTS ARE TO FRONT OF WALK UNLESS NOTED OTHERWISE. 4. PROJECT STATIONING COINCIDES WITH PROPOSED FRONT OF WALK.PROJECT STATIONING COINCIDES WITH PROPOSED FRONT OF WALK.
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VARELA AND ASSOCIATES, INC.
ENGINEERING AND MANAGEMENT
CITY OF REPUBLIC, WASHINGTON
PEDESTRIAN SAFETY IMP. PROJECT FEDERAL AID No. TAP-1075(003)
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SR - 21
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GP10020-7
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SR - 21
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N
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0
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10
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20
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TYPICAL SECTION
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N.T.S.
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A
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3
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SR 21 ROW
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FOG LINE
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VARIES
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VARIES
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1%%% - 1.5%%%
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EXISTING EDGE OF PAVEMENT
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FUTURE
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FUTURE
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FUTURE
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SR-21
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N4
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VARIES
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VARIES
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A
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SHEET
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REVISIONS
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822803-Sht 03&4 (Plan).dwg
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AS SHOWN
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MEJ
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DLT
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82-28-03
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7/24/19
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DIMENSIONS SHOWN ARE MEASURED FROM EXISTING FOG LINE AND ARE APPROXIMATE (TYP. ALL SHEETS)ALL SHEETS)
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N5
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ASPHALT CONCRETE SIDEWALK: 3" COMMERCIAL HMA OVER 6" CSTC. COMPACT SUBGRADE TO 95% MODIFIED PROCTOR. HYDROSEED ALL DISTURBED AREAS (TYPICAL). COMPACTED COMMON BORROW EMBANKMENT.
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SILT FENCE SEE NOTE 6, SHEET 2
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ENGINEER TO PROVIDE STAKE IN FIELD AT CORNER OF PROPOSED DETECTABLE WARNING SURFACE, FOR LAYOUT OF PROPOSED IMPROVEMENTS.
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EG
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EXISTING EDGE OF PAVEMENT
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NE SCHOOL DRIVEWAY
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2188.43'
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2188.43'
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GP10020-6
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EXISTING SHOULDER
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N4
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TYP.
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DIMENSIONS SHOWN ARE MEASURED FROM EXISTING FOG LINE AND ARE APPROXIMATE (TYP. ALL SHEETS)ALL SHEETS)
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RIGHT-OF-WAY (APPROXIMATE)
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TYP.
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ZERO OFFSET OF STATIONING
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EL. PER PLAN
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N9
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N1
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7' ASPHALT CONCRETE SIDEWALK. SEE TYPICAL SECTION A, THIS SHEET. CURB INLET TYPE 2. SEE DETAIL 1, SHEET 5. SET INLET SO THAT SLOPE OF WALK MEETS ADA AND SLOPES IN DIRECTION OF ROAD SLOPE. DETECTABLE WARNING SURFACE. SEE WSDOT STANDARD PLAN F-45.10-02. INSTALL AT EDGE OF PAVEMENT. SAWCUT EXISTING A.C. PAVEMENT EDGE TO PROVIDE A SMOOTH CLEAN INTERFACE BETWEEN EXISTING AND PROPOSED IMPROVEMENTS. CROSS WALK PER WSDOT STANDARD PLAN M-15.10-01. COORDINATE CROSSWALK MARKING WITH SR-21 RESTRIPING OPERATIONS. CROSS WALK MARKINGS TO BE APPLIED AFTER HIGHWAY STRIPING. GRADE TO ROUTE STORMWATER TO EXISTING DRAINAGE PATHWAY. SEE FLOW ARROWS (TYP.) SEE TESC NOTES, SHEET 2. PROVIDE LANDING BEHIND PROPOSED DETECTABLE WARNING SURFACE IN ACCORDANCE WITH ADA REQUIREMENTS. SEE DETAIL 4, SHEET 5. INSTALL SCHOOL ADVANCED WARNING ASSEMBLY SCHOOL ADVANCED WARNING ASSEMBLY (S1-1,W16-9P) (36"X36", 36"X15"). LOCATION TO BE . LOCATION TO BE COORDINATED WITH ENGINEER IN FIELD. UTILIZE COMMON BORROW (PER 9-03.14(3)) CLEAR/GRUB AND FILL EXISTING HOLE. COMPACT PER SPECIFICATIONS AND INSTALL NON-WOVEN FILTER FABRIC PRIOR TO CSTC PLACEMENT. CONSTRUCT DITCH. FIELD LOCATE AT LOW POINT. MAINTAIN POSITIVE GRADE TO DRAIN TO CURB INLET. SEE CROSS-SECTION A, THIS SHEET. 8" SINGLE SOLID WHITE LINE. INSTALL SCHOOL CROSSWALK ASSEMBLY (S1-1, W16-7PL) (36"x36", 30"x18"). LOCATION TO BE LOCATION TO BE COORDINATED WITH ENGINEER IN FIELD. SAWCUT EXISTING ASPHALT AND MATCH EXISTING ELEVATIONS. PATCHED ASPHALT IN FRONT OF ADA RAMPS SHALL BE GRADED SO PONDING CANNOT OCCUR.
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TYP.
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ALL SCHOOL AND PEDESTRIAN SIGNS SHALL BE FLUORESCENT YELLOW GREEN (FLG) IN COLOR WITH TYPE IX OR XI BACKGROUND SHEETING.
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GENERAL NOTES
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13+25
MA
TC
HLIN
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03
SIDEWALK PLAN STA 13+30 TO 15+23
4
VARELA AND ASSOCIATES, INC.
ENGINEERING AND MANAGEMENT
CITY OF REPUBLIC, WASHINGTON
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EX 12"CMP
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SR - 21
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GOLDEN TIGER PATHWAY
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2425
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2426
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2427
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2428
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2431
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2430
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2427
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2429
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TRAIL HEAD ENTRANCE
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2426
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2425
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2427
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2428
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2429
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2430
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2431
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(VERIFY)
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N
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10
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822803-Sht 03&4 (Plan).dwg
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AS SHOWN
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MEJ
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DLT
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82-28-03
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7/24/19
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03
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N4
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12" CMP CULVERT (VERIFY SIZE)
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2
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05
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3
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05
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N8
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N9
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N9
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2:1
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4:1
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7' ASPHALT CONCRETE SIDEWALK. SEE TYPICAL SECTION A, SHEET 3. PROTECT EXISTING CULVERT. PREFABRICATED BICYCLE RACK (ANTICIPATED INSTALLATION IN ASPHALT) AND OUTDOOR BULLETIN BOARD. COORDINATE WITH CONTRACTING AGENCY FOR LOCATION AND SPECIFIC REQUIREMENTS. SEE SHEET 5 FOR MORE INFORMATION. GRADE TO ROUTE TO PROPOSED DITCH. SEE FLOW ARROWS (TYP.) UTILIZE COMMON BORROW (PER 9-03.14(3) CLEAR/GRUB AND FILL EXISTING HOLE. COMPACT PER SPECIFICATIONS AND INSTALL NON-WOVEN FILTER FABRIC PRIOR TO CSTC PLACEMENT. DETECTABLE WARNING SURFACE AND LANDING. SEE WSDOT STANDARD PLAN F-45.10-02. INSTALL AT EDGE OF PAVEMENT. SAWCUT AND REPLACE EXISTING PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH CLEAN INTERFACE BETWEEN EXISTING A.C. AND PROPOSED IMPROVEMENTS. CONSTRUCT DITCH. FIELD LOCATE AT LOW POINT. MAINTAIN POSITIVE GRADE TO DRAIN TO CURB INLET. SEE CROSS-SECTION A, SHEET 3. REMOVE TAPERED END AND INSTALL CMP COUPLING TO CONNECT EXISITNG 12" CMP CULVERT TO EXTENSION. COUPLING AND CONNECTION IS INCIDENTAL TO CULVERT INSTALLATION. INSTALL TAPERED CULVERT END. TAPERED END IS INCLUDED IN LINEAL FEET OF CULVERT. SAWCUT EXISTING ASPHALT. ASPHALT REPAIR PATCH 3" HMA OVER 6" CSTC. MATCH EXISTING ELEVATIONS. PATCHED ASPHALT IN FRONT OF ADA RAMPS SHALL BE GRADED SO PONDING CANNOT OCCUR. PROVIDE 5' MIN. CONCRETE ADA LANDING BEHIND PROPOSED DETECTABLE WARNING SURFACE IN ACCORDANCE WITH ADA REQUIREMENTS. SEE DETAIL 4, SHEET 5 FOR GENERAL GUIDANCE.
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EX.
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REMOVE EXISTING "SPEED LIMIT 35" SIGN AND POST. 24"X36" ON 4X6 WOOD POST
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REMOVE EXISTING S1-1 SCHOOL ADVANCE WARNING SIGN AND POST 36"X36" ON STEEL POST.
SIDEWALK DETAILS
5
VARELA AND ASSOCIATES, INC.
ENGINEERING AND MANAGEMENT
CITY OF REPUBLIC, WASHINGTON
PEDESTRIAN SAFETY IMP. PROJECT FEDERAL AID No. TAP-1075(003)
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MEJ
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DLT
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82-28-03
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7/24/19
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CURB INLET TYPE 2
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1. PRECAST CEMENT CONCRETE CURB INLETS SHALL BE CONSTRUCTED IN ACCORDANCE PRECAST CEMENT CONCRETE CURB INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 6-02 AND 9-05.50(1) OF THE WSDOT STANDARD SPECIFICATIONS. 2. TOP SURFACE TO BE BROOM FINISHED. TOP SURFACE TO BE BROOM FINISHED. 3. ALL EXTERNAL EDGES NOT LABELED SHALL BE TROWELLED WITH " RADIUS EDGER. ALL EXTERNAL EDGES NOT LABELED SHALL BE TROWELLED WITH " RADIUS EDGER. 14" RADIUS EDGER. 4. REBAR TO BE AMERICAN STEEL. CONTRACTOR TO PROVIDE PROOF OF MATERIAL ORIGIN. REBAR TO BE AMERICAN STEEL. CONTRACTOR TO PROVIDE PROOF OF MATERIAL ORIGIN. 5. CONTRACTOR SHALL INSTALL CURB INLET ON 4" DEPTH OF COMPACTED CSTC. CSTC CONTRACTOR SHALL INSTALL CURB INLET ON 4" DEPTH OF COMPACTED CSTC. CSTC TO EXTEND A MINIMUM OF 6" BEYOND BASE OF CURB INLET. COMPACT TO 95% MODIFIED PROCTOR VALUE. 6. CEMENT FOR CURB INLET SHALL BE COMMERCIAL CONCRETE.CEMENT FOR CURB INLET SHALL BE COMMERCIAL CONCRETE.
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PREFABRICATED BICYCLE RACK
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1. HEAVY DUTY WAVE STYLE BIKE RACK, 11 BIKES. BIKE RACK SHALL INCLUDE A MINIMUM 1 YEAR HEAVY DUTY WAVE STYLE BIKE RACK, 11 BIKES. BIKE RACK SHALL INCLUDE A MINIMUM 1 YEAR MANUFACTURER WARRANTY. 2. BIKE RACK SHALL BE POWDER COATED AND PAINTED. CONTRACTOR TO PROVIDE COLOR CHOICES WITH BIKE RACK SHALL BE POWDER COATED AND PAINTED. CONTRACTOR TO PROVIDE COLOR CHOICES WITH MATERIAL SUBMITTAL. 3. BIKE RACK SHALL BE IN-GROUND MOUNTED IN ACCORDANCE WITH THE MANUFACTURERS BIKE RACK SHALL BE IN-GROUND MOUNTED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. 4. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. 5. STEEL COMPONENTS ARE SUBJECT TO THE REQUIREMENTS OF SECTION 1-06 BUY AMERICA.STEEL COMPONENTS ARE SUBJECT TO THE REQUIREMENTS OF SECTION 1-06 BUY AMERICA.
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POWDER COATED 10 GAUGE GALVANIZED STEEL PIPE (TYP.)
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FOOTING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS
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3
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OUTDOOR BULLETIN BOARD
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N.T.S.
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1. OUTDOOR BULLETIN BOARD OUTDOOR BULLETIN BOARD SHALL BE 52"x40" WITH DOUBLE DOORS AND POST MOUNTED. DOORS SHALL BE LOCKABLE AND KEYS PROVIDED. 2. POSTS SHALL BE IN POSTS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SUITABLE FOR IN GROUND MOUNTING. 3. CONTRACTOR TO INCLUDE CONTRACTOR TO INCLUDE COLOR CHOICES WITH THE MATERIAL SUBMITTAL. 4. BULLETIN BOARD TO INCLUDE A BULLETIN BOARD TO INCLUDE A MINIMUM 1 YEAR MANUFACTURER WARRANTY.
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%%UFRONT
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%%USIDE
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OUTDOOR BULLETIN BOARD
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OUTDOOR POSTS
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FRONT
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FG
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EXISTING ASPHALT AND GRAVEL BASE, DEPTH VARIES 4" HMA OVER 9" CSTC. 6" CONCRETE ADA RAMP OVER 6" CSTC. ADA RAMP INSTALLATION SHALL INCLUDE TRUNCATED DOME AND OTHER APPLICABLE ASPECTS OF WSDOT STANDARD F-40. GRADE SHALL BE SUCH THAT STORM WATER FROM THE HIGHWAY WILL NOT POND IN THE VICINITY OF THE RAMP. 3" HMA OVER 6" CSTC (TYP). TYPE 2 INLET. SEE DETAIL, THIS SHEET.
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SAWCUT
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SR 20
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DETAIL-ADA RAMP AT SCHOOL PEDESTRIAN CROSSING (SINGLE DIRECTION A - WITHOUT CURB)
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PLAN VIEW
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SECTION A
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1%
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FLOW
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TRAFFIC CONTROL PLAN
6
VARELA AND ASSOCIATES, INC.
ENGINEERING AND MANAGEMENT
CITY OF REPUBLIC, WASHINGTON
PEDESTRIAN SAFETY IMP. PROJECT FEDERAL AID No. TAP-1075(003)
6
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82-28-03
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7/24/19
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G
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N
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I
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H
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S
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A
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W
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F
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O
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E
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T
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A
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T
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S
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43186
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O
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N
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N
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SR 21
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END
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ROAD WORK
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G20-2
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END
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ROAD WORK
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G20-2
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ROAD
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WORK
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AHEAD
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W20-1
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0
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SCALE
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50
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100
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OFF-ROAD WORK AREA
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SHOULDER WORK AREA
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ROAD WORK AREA
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TRUCK
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ENTERING
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AND LEAVING
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HIGHWAY
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IN ACCORDANCE WITH MUTCD (2009 EDITION) CHAPTER 6F
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TRUCK
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ENTERING
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AND LEAVING
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HIGHWAY
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IN ACCORDANCE WITH MUTCD (2009 EDITION) CHAPTER 6F
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TRAFFIC CONTROL NOTES
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1. ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO IMPLEMENT AND MAINTAIN A ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO IMPLEMENT AND MAINTAIN A TRAFFIC CONTROL PLAN MEETING THE REQUIREMENTS HEREIN AND AS REQUIRED TO CONTROL TRAFFIC IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND TOWN REQUIREMENTS FOR THE DURATION OF THE PROJECT SHALL BE INCLUDED IN THE PROJECT TEMPORARY TRAFFIC CONTROL BID ITEM. 2. CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROLS AND RAMPS TO ALLOW LOCAL CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROLS AND RAMPS TO ALLOW LOCAL RESIDENTS ACCESS TO THEIR PROPERTY AT ALL TIMES. 3. TRAFFIC CONTROL PRACTICES AND DEVICES SHALL CONFORM WITH THE TRAFFIC CONTROL PRACTICES AND DEVICES SHALL CONFORM WITH THE STANDARDS OF THE 2009 MUTCD AND THE WSDOT 2018 WORK ZONE TRAFFIC CONTROL PLANS. 4. THE CONTRACTOR MAY ACCEPT THE TRAFFIC CONTROL MEASURES SHOWN ON THE THE CONTRACTOR MAY ACCEPT THE TRAFFIC CONTROL MEASURES SHOWN ON THE PLANS OR SUBMIT AN ALTERNATE PLAN FOR APPROVAL IN ACCORDANCE WITH SECTION 1-10.2(2) OF THE PROJECT SPECIFICATIONS. 5. ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND UPKEEP OF THE TRAFFIC CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND UPKEEP OF THE TRAFFIC CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALTERATIONS TO THE TRAFFIC CONTROL PLAN ARE SUBJECT TO THE APPROVAL OF WSDOT. 7. ALL SIGN SIZES SHALL CONFORM WITH MUTCD REQUIREMENTS FOR A ALL SIGN SIZES SHALL CONFORM WITH MUTCD REQUIREMENTS FOR A CONVENTIONAL ROAD. 8. CONTRACTOR SHALL MAINTAIN ACCESS FOR PROPERTY OWNERS AND BUSINESSES CONTRACTOR SHALL MAINTAIN ACCESS FOR PROPERTY OWNERS AND BUSINESSES AS PRACTICABLE FOR THE DURATION OF THE PROJECT. ALL CLOSURES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE AFFECTED PROPERTY OWNER AND CONTRACTING AGENCY 48 HOURS IN ADVANCE. 9. TRAFFIC CONTROL MEASURES AND SIGNAGE SHOWN REPRESENT THE REQUIRED TRAFFIC CONTROL MEASURES AND SIGNAGE SHOWN REPRESENT THE REQUIRED TRAFFIC CONTROL DEVICES DURING CONSTRUCTION OF IMPROVEMENTS WITHIN THE SHOWN "OFF-ROAD WORK AREA". SEE NOTE 10 AND 11 BELOW FOR ADDITIONAL REQUIREMENTS DURING CONSTRUCTION OF IMPROVEMENTS WITHIN THE SHOWN "SHOULDER WORK AREA" AND "ROAD WORK AREA". 10. SEE TC5 "WSDOT WORK ZONE TRAFFIC CONTROL PLANS" FOR REQUIRED TRAFFIC SEE TC5 "WSDOT WORK ZONE TRAFFIC CONTROL PLANS" FOR REQUIRED TRAFFIC CONTROL DURING CONSTRUCTION OF IMPROVEMENTS WITH IN THE SHOWN "SHOULDER WORK AREA". 11. FLAGGERS ARE REQUIRED FOR WORK CONDUCTED WITHIN THE "ROAD WORK FLAGGERS ARE REQUIRED FOR WORK CONDUCTED WITHIN THE "ROAD WORK AREA" SHOWN ON THE PLANS. SEE TC1 OF THE "WSDOT WORK ZONE TRAFFIC CONTROL PLANS" FOR FLAGGER LOCATIONS AND SIGNAGE. NIGHT WORK IS NOT AUTHORIZED. LANE CLOSURES ARE LIMITED TO ONE (1) LANE.
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ROAD
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WORK
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AHEAD
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W20-1
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ROAD
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WORK
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AHEAD
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W20-1