2018 HMA OVERLAY

!PROJECT LOCATION!

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PROJECT SITE

MOUNT VERNON 4.3 MILE'S

CALHOUN ROAD

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ASSUMED

Item No Spec.

1 1-09.7

2 1-07.15(1)

3 1-09.6 SP

4 1-10.5(2) SP

5 1-10.5(2) SP

6 1-10.5(2)

7 1-10.5(2)

8 2-02.5 SP

9 2-11 .5

10 5-04.5 SP

11 5-04.5 SP

12 8-01 .5

13 8-01.5 SP

14 8-1 3.5 SP

ESHMA18-1

SKAGIT COUNTY OFFICIALS BOARD OF COMM ISSIONERS • KENNETH A. DAH LSTEDT, CHAIR • LISA JANICKI, COMMISSIONER • RON WES EN, COM MISSIONER

PU BLIC WORKS • DAN BERENTSON, DI RECTOR

-p .J___ G . ~ ~- \-Z., l ~ PAUL A. RAN DALL-GRUTTER, P.E., COUNTY ENGINEER DATE

SUMMARY OF QUANTITIES

Qty. Unit Item Description

1 LS Mobilization

1 LS SPCC Plan

EST DOL Unanticipated Site Work

400 HR Traffic Control Labor

1 LS Traffic Control Supervisor

1 LS Other Temporary Traffic Control

247 SF Construction Signs Class A

1 LS Removing Misc. Traffic Item -- --·

1 LS Trimming and Cleanup

23,745 SY Planing Bituminous Pavement

2,850 TON HMA Cl. 112" PG 64-22

1 DAY ESC Lead

1 LS Erosion Control

1 EA Adjust Monument Case and Cover

THE CONTRACTOR SHALL INCLUDE FOR COMPENSATION THE AMOUNT OF ANY TAXES PAID IN THE VARIOUS UNIT BID PRICES IN ACCORDANCE WITH SECTION 1- 07.2(1)

PLAN SHEET INDEX

Sheet Number Sheet Title

1 COVER

2 LEGEND, ABBREVIATIONS ANO NOTES

3 MCLEAN ROAD PLAN

4 CLASS A SIGNS

5 DETAILS

CALL TWO (2) BUSINESS DAYS BEFORE YOU DIG

][ 1-800- 424-5555

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SYMBOLS: LINETYPES: ABBREVIATIONS:

EXISTING FEATURES:

~ LIGHT STANDARD

• SIGN

rn SIGNAL BOX

EXISTING SURVEY:

+ CONTROL POINT

® BRASS CAP

+ BENCH MARK

@ GPS CONTROL POINT

@ MONUME1NT

EB SKAGIT COUNTY ALUMINUM CAP

+ SECTION CORNER

= QUARTER SECTION CORNER

AC

EXISTING FEATURES: AP ASPH AVE ROAD CENTERLINE BLDG --------------------- ASPHALT EDGE BLVD

------------------------------- CONCRETE EDGE BVC ------------- GRAVEL EDGE CALC

DITCH CENTERLINE CAT DITCH TOP /TOE CB

------20----- MAJOR CONTOUR CIP ------------- MINOR CONTOUR CFS ----------- PATH CL & ~

c=======================i CULVERT CP CPCP

SURVEY: CPSSP

------------- SECTION LINE CONT'D --- --- --- --- QUARTER SECTION LINE

-------- SIXTEENTH SECTION LINE CULV CY

------------- RIGHT -OF-WAY LINE DEG DIA

HYDROLOGY: DWG E

CREEK EDGE EL & ELEV

7 - CREEK CENTERLINE

GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT PLANS AND PROVISIONS, STANDARD SPECIFICATIONS, MANUAL ON UNIFORM TRAFFIC C01NTROL DEVICES (MUTCD), AND THE 2016 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.

2. THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION CONFERENCE PRIOR TO THE START OF THE CONSTRUCTION. TIME AND PLACE SHALL BE DETERMINED BY THE ENGINEER.

3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE DIGGING. CALL 1-800-424-5555 AT LEAST TWO (2) BUSINESS DAYS BEFORE YOU DIG.

4. IHE CONTRACTOR SH1\LL BE RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZf\RD CREATED BY OVERHEAD ELECTRICAL POWER AND SHALL FOLLOW ANY APPLICABLE PROCEDURES AS REQUIRED BY LAW.

5. HOT MIX ASPHALT PAVEMENT SHALL BE HMA CL. ½" PG 64-22. ASPHALT PLANING AND PAI/ING SHALL BE PER THE PLANS OR AS DIRECTED BY THE ENGINEER. ASPHALT BUTT JOINTS SHALL BE SEALED WITH LIQUID ASPHALT EMULSION, AR 4000W OR EQUAL. ANY ASPHALT DAMAGED OUTSIDE THE LIMITS OF THE AREA IDENTIFIED ON THE PLANS BY THE CONTRACTOR'S ACTIVITIES SHALL BE SAWCUT, REMOVED AND PATCHED AT THE CONTRACTOR'S EXPENSE.

6. COUNTY ROADS AND INTERSECTING SllJE ROADS SHALL BE PLANED AND PAVED. DETAILS OF THIS WORK CAN BE FOUND IN THE PLAN'S SPECIAL PROVISIONS SECTION AS SKAGIT COUNTY SPECIFICATION 5-04.3(14) "PLANING BITUMINOUS PAVEMENT".

7. ALL EXISTING UTILITY STRUCTURES, SURVEY MONUfAENT BOXES, CATCH BASINS AND INLETS SHALL BE ADJUSTED TO FINISH GRADE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

8. THE CONTRACTOR SHALL VERIFY THAT A SMOOTH TRANSITION OCCURS AT ROADWAY BUTT JOINTS, SAWCUTS, TAPERS, AND ANY OTHER TYPE OF ROADWAY TRANSITION OR REPAIR AREA.

9. THE DEBRIS MATERIAL RESULTING FROM THE PLANING OPERATIONS WILL BECOME THE PROPERTY OF SKAGIT COUi'~TY PUBLIC WORKS AND DISPOSED OF IN A COUNTY-PROVIDED SITE. DETAILS OF THIS WORK CAN BE FOUND IN IHE PLAN'S SPECIAL PROVISIONS SECTION AS SKAGIT COUNTY SPECIFICATION 5-04.3(14) "PLANING BITUMINOUS PAI/EMEi'ff'.

10. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE, f--LAGGl-::RS AND O !HER TEMPORARY TRAFFIC CONTROL MEASURES AS NECESSARY IU E:NSURE A SAFE WORK AREA. TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANC[ WITH THE: LATEST EDITIO;\J OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS ADOPTED BY THE STATE OF WASHINGTON A\JD WAC 468-95 AND SHALL BE APPROVED BY THE COUNTY PRIOR TO BEGINNING CONSTRUCTION.

11. A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

DBOUEY - March 12, 2018 - 8:54 AM - J:\EDS\2018 ASPHALT OVERLAY_ESI-IMA18-1\DESIGN_CAO\BASEILAESHMA18-1.DWG

ACRE EST ESTIMATED Pl POINT OF INTERSECTION ANGLE POINT EVC END VERTICAL CURVE PT POINT OF TANGENCY ASPHALT FT & FEET R RADIUS AVENUE GALI/ GALVANIZED RD ROAD BUILDING GND GROUND RGE RANGE BOULEVARD HlvlA HOT MIX ASPHALT R/W & ROW RIGHT OF WAY BEGIN VERTICAL CURVE HR HOUR RI RIGHI CALCULATED IN & " INCHES s SOUTH CATEGORY INV l~JI/ERT SEC SECTION CATCH BASl~J K CURVE COEFFICIENT SF SQUARE FOOT CAST IRON PIPE L LENGTH OF CURVE SHLD SHOULDER CUBIC FEET PER SECOND LF LINEAR FOOT SPEC SPECIFICATIONS CENTERLl~JE LS LUMP SUM ST STREET CONTROL POINT LT LEFT STA STATION CORRUGATED POLYETHYLENE MAX MAXIMUM SY SQUARE YARD CULi/ER r PIPE: MIN MINIMUM SYM SYMMETRICAL CORRUGATED POLYETHYLENE MIC MONUMENT IN CASE TWN TOWNSHIP STORM SEWER PIPE CONTINUED CULVERT CUBIC YARD DEGREE DIAMETER DRAWING EAST/EASTING ELEVATION

MON MONUMENT fYP IYPICAL

MUTCD MANUAL OF UNIFORM TRAFFIC UG UNDERGROUND CONTROL DE:VICES \/CL VERTICAL CURVE LENGTH

N NORTH/NORTHING I/Pl VERTICAL POINT INTERSECTION

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OD OUTSIDE DIAMETER W.M. WILLAMETTE MERIDIAN

OHW ORDINARY HIGH WATER MARK WSDOT WASHINGTON STATE DEPARTMENT

PERF PERFORATED PIPE OF TRANSPORTATION

PC POINT OF CURVATURE

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR IS RESPO~ISIBLE FOR PROVIDING EROSION CONTROL MEASURES FOLLOWING THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEME~IT MANUAL FOR WE:STERN WASHINGTON BEST MANAGEMENT PRACTICES AND PROVIDE ANY ADDITIONAL MEASURES THAT MAY BE REQUIRED BY THE CO~ITRACTOR'S MEANS AND METHODS OF CONSTRUCTION AS NEEDED TO CONTROL EROSION AND SEDIMENT AT THE CONSTRUCTION SITE AND TO PREVENT VIOLATION OF SURFACE WATER QUALITY, GROUND WATER QUALITY OR SEDIMENT MANAGEMENT STANDARDS.

2. THE ESC FACILITIES SHOWN ON THE TESC PLAN SHALL BE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVEI\JTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS.

3. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION AND UNTIL ALL DISTURBED SURFACES ARE STABILIZED.

4. THE CONTRACTOR'S ESC LEAD SHALL PROVIDE, IMPLEMENT, AND UPDATE THE TOAPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN THROUGHOUT THE LIFE OF THE PROJECT.

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I ~ II - BEGIN PROJECT STATION 11 +50: REMOVE TRANSVERSE

I BUTT JOINT GRIND. SEE DETAIL MARKERS L rnLL 34' WIDTH 2" DEPTH RUMBLE STRIP

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SITE NOTES: PLANE FOR 2" BUTT JOINT FULL WIDTH AT START AND END OF PROJECT PLANE FULL WIDTH AND LENGTH OF MCLEAN ROAD AT 3% FROM CENTERLINE TO EDGE OF PAVEMENT PLANING AND PAVING DETAILS SEE SHEET 5 PROTECT SURVEY MONUMENT CASE AND COVER TO AVOID PENALTY PER RCW 55.04.015 AND WAC 332-120-040 SEAL BUTT ,JOINTS WITH HOT POURED SEALANT UP01'J COMPLETION OF PAVING OPERATIONS PERMANENT PAVEMENT MARKINGS AND SHOULDER ROCK TO BE COMPLETED BY OTHERS

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@ APPROACH SCHEDULE CENTERLINE STATION* 1 30' X 6' ST A 1 9 + 7 6 LEFT

2 12' X 6' STA 20+43 LEFT

3 56' X 5' STA 24+35 LEFT

4 30' X 6' STA 25+07 RIGHT

5 30' X 6' STA 25+57 RIGHT

6 30' X 6' STA 27+00 RIGHT

7 25' X 6' STA 35+63 LEFT

8 25' X 6' STA 36+47 LEFT g 30' X 6' STA 38+00 LEFT

10 25' X 6' STA 41+20 LEFT

11 25' X 6' STA 42+ 17 RIGHT

12 30' X 6' STA 44+63 RIGHT

13 25' X 6' STA 49+90 LEFT

14 30' X 6' STA 50+00 RIGHT

15 25' X 6' STA 55+00 LEFT

16 30' X 6' STA 60+84 RIGHT

*DRIVEWAY APPROACH DETAILS 3 & 4, SHEET 5

1-800-424-5555

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TOTAL SQUARE FEET= 247

CONSTRUCTION SIGN CLASS A NOTES:

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5. 6. 7. 8.

SIGNS SHALL BE PLACED IN ACCORDANCE WITH THE MOST CURRENT M.U.T.C.D. ADOPTED BY WAC 468- 95 AND IT'S MODIFICATIONS. SIGNS SHALL CONFORM TO THE 2016 WSDOT STANDARD SP ECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION MANUAL. SIGNS SHALL NOT BE LOCATED WH ERE THEY MAY CAUSE SIGHT DISTANCE PROBLEMS. IF WORK INCLUDES GROOVED PAVEM ENT, ABRUPT LANE EDGES, STEEL PLATES, OR GRAVEL OR EARTH SURFACES, SIGNS SHALL BE PLACED STATING THE CO NDITION, AS REQUIRED BY THE CURRENT M.U.T.C.D. & WAC 4 68 - 95 . CONTRACTOR SHALL FURNISH ALL SIGNS. SIGN S SHALL BE MOUNTED ON 4X4 POSTS. CLASS B SIGNS ARE NOT SHOWN ON DRAWI NG. ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND DRIVEWAYS.

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