JOSH WILSON RD FARM TO MARKET RD R 2 E R 3 E T 34 N T 35 N BAYVIEW EDISON RD ANACORTES BURLINGTON SEDRO WOOLLEY MOUNT VERNON PROJECT LOCATION BAY VIEW GUEMES IS. EDISON BOW 5 FARM TO MARKET / JOSH WILSON ES31010-4 SITE MAP NTS INTERSECTION IMPROVEMENT PROJECT VICINITY MAP NTS PROJECT SITE ROAD TOWNSHIP LINES SECTION LINES SECTION NUMBER LEGEND END PROJECT JOSH WILSON RD J-LINE STA. 18+50.00 NORTHING: 546393.33 EASTING: 120179.44 BEGIN PROJECT JOSH WILSON RD J-LINE STA. 10+00.00 NORTHING: 546401.97 EASTING: 1249329.72 END CONSTRUCTION FARM TO MARKET RD F-LINE STA. 50+00.00 NORTHING: 545834.31 EASTING: 1249757.18 END CONSTRUCTION FARM TO MARKET RD F-LINE STA. 60+00.00 NORTHING: 546834.24 EASTING: 1249748.65 T 35N R3E FARM TO MARKET RD VICINITY SHEET OF SKAGIT COUNTY PUBLIC WORKS REVISIONS NO. DATE PROJECT LOCATED NEAR: 1 INCH SCALE BAR ADJUST SCALE ACCORDINGLY 1800 CONTINENTAL PLACE MOUNT VERNON, WA 98273-5625 (360) 416-1400 FAX (360) 416-1405 ENGINEER OF RECORD COVER SHEET FARM TO MARKET/JOSH WILSON INTERSECTION IMPROVEMENTS 1 24 PROJECT NO.: ES 31010-4 FED. AID NO.: N/A DESIGNED BY: EKN DRAWN BY: EKN CHECKED BY: RLW APPROVED BY: BURLINGTON, WA SECTION 28,29, 32,&33, T 35 N, R 03 E CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 33308 13TH PLACE S., SUITE 2 FEDERAL WAY, WA 98003 253.838.2507 OFFICE 253.874.0463 FAX ALLEN WEST RD SKAGIT COUNTY OFFICIALS APPROVED FOR CONSTRUCTION SHEET INDEX SHEET NUMBER SHEET TITLE 1 COVER SHEET 2 LEGEND & GENERAL NOTES 3 DETOUR ROUTE 4 TRAFFIC CONTROL PLAN 5 ALIGNMENT PLAN 6 TESC PLAN 7 SITE PREP & DEMO PLAN 8 ROADWAY SECTIONS 9 ROADWAY PROFILES 10 GRADING PLAN - NORTH 11 GRADING PLAN - SOUTH 12 GRADING PLAN - CENTER ISLAND 13 DRAINAGE & UTILITY PLAN - NORTH 14 DRAINAGE & UTILITY PLAN - SOUTH 15 DRAINAGE PROFILES 16 DRAINAGE & UTILITY DETAILS 17 SPLITTER ISLAND DETAILS 18 PAVING PLAN - NORTH 19 PAVING PLAN - SOUTH 20 CHANNELIZATION & SIGNAGE - NORTH 21 CHANNELIZATION & SIGNAGE - SOUTH 22 SIGNAGE DETAILS 23 ILLUMINATION PLAN 24 ILLUMINATION DETAILS 6.21.21
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JOSH WILSON RD
FAR
M T
O M
ARKE
T R
D
R 2
ER
3 E
T 34 NT 35 N
BAYV
IEW
ED
ISO
N R
D
ANACORTES BURLINGTON
SEDRO WOOLLEY
MOUNT VERNON
PROJECTLOCATION
BAY VIEW
GUEMES IS.
EDISONBOW
5
FARM TO MARKET / JOSH WILSON ES31010-4
SITE MAP NTS
INTERSECTION IMPROVEMENT PROJECT
VICINITY MAP NTS
PROJECT SITE
ROAD
TOWNSHIP LINES
SECTION LINES
SECTION NUMBER
LEGEND
END PROJECTJOSH WILSON RDJ-LINE STA. 18+50.00NORTHING: 546393.33EASTING: 120179.44
BEGIN PROJECTJOSH WILSON RDJ-LINE STA. 10+00.00NORTHING: 546401.97EASTING: 1249329.72
END CONSTRUCTIONFARM TO MARKET RDF-LINE STA. 50+00.00NORTHING: 545834.31EASTING: 1249757.18
END CONSTRUCTIONFARM TO MARKET RDF-LINE STA. 60+00.00NORTHING: 546834.24EASTING: 1249748.65
T 35N R3E
FARM TO MARKET RD VICINITY
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CENTURY WEST
E N G I N E E R I N G
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX
ALLEN WEST RD
SKAGIT COUNTY OFFICIALS
APPROVED FOR CONSTRUCTION
SHEET INDEX
SHEET NUMBER SHEET TITLE
1 COVER SHEET
2 LEGEND & GENERAL NOTES
3 DETOUR ROUTE
4 TRAFFIC CONTROL PLAN
5 ALIGNMENT PLAN
6 TESC PLAN
7 SITE PREP & DEMO PLAN
8 ROADWAY SECTIONS
9 ROADWAY PROFILES
10 GRADING PLAN - NORTH
11 GRADING PLAN - SOUTH
12 GRADING PLAN - CENTER ISLAND
13 DRAINAGE & UTILITY PLAN - NORTH
14 DRAINAGE & UTILITY PLAN - SOUTH
15 DRAINAGE PROFILES
16 DRAINAGE & UTILITY DETAILS
17 SPLITTER ISLAND DETAILS
18 PAVING PLAN - NORTH
19 PAVING PLAN - SOUTH
20 CHANNELIZATION & SIGNAGE - NORTH
21 CHANNELIZATION & SIGNAGE - SOUTH
22 SIGNAGE DETAILS
23 ILLUMINATION PLAN
24 ILLUMINATION DETAILS
6.21.21
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INTERSTATE
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1-800-424-5555
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CALL TWO (2) BUSINESS DAYS BEFORE YOU DIG
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DATUM
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NAVD 88
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ENEWTON - June 17, 2021 - 12:00 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\G-01 COVER SHEET.DWG
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DATE
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PAUL A. RANDALL-GRUTTER, P.E., COUNTY ENGINEER
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BOARD OF COMMISSIONERS
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PUBLIC WORKS
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PETER BROWNING, COMMISSIONER
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LISA JANICKI, CHAIR
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DAN BERENTSON, DIRECTOR
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RON WESEN, COMMISSIONER
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Drafted by: Jeff Levesque
EXISTING PROPOSED
CENTERLINE
PROPERTY/RIGHT OF WAY
MAG NAIL
CONTROL POINT
MONUMENT
QUARTER SECTION CORNER
SECTION CORNER
EDGE OF GRAVEL
EDGE OF PAVEMENT
ASPHALT PAVEMENT
PCC PAVEMENT
PORTABLE CHANGEABLE MESSAGE SIGN
SIGN (SINGLE POST)
STORM DRAIN
FLOW ARROW
CATCH BASIN
EXISTING PROPOSED
DITCH LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
UNDERGROUND FIBER
TELEPHONE PEDESTAL
ELECTRICAL BOX
GUY WIRE
POWER POLE
WATER LINE
BUTTERFLY VALVE
CHECK VALVE
FIRE HYDRANT
GATE VALVE
SAWCUT
TEMPORARY SILT FENCE
145
141
LEGEND LEGEND (CONT.)
CENTURY WEST
E N G I N E E R I N G
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET
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ABBREVIATIONSAP ANGLE POINT
PC POINT OF CURVATURE
PT POINT OF TANGENCY
PCC POINT OF COMPOUND CURVE
PRC POINT OF REVERSE CURVE
POC POINT ON CURVE
POT POINT ON TANGENT
MPOC MID-POINT ON CURVE
PCMS
TYPE 3 BARRICADES
PAVEMENT REMOVAL AREA
CURB AND GUTTER
STREAMBED COBBLES
LIMITS OF EXISTING DITCH
TEXTURED & PIGMENTED CONCRETE
SUMMARY OF QUANTITIESITEM NO. TECH. PROV. DESCRIPTION APPROX. QTY UNIT
POINT OF INTERSECTIONJ-LINE 14+34.00 = F-LINE 55+72.00NORTHING = 546406.56EASTING = 1249753.50
SEE NOTE 3
4
5
6
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N89°04'50"W N89°56'00"E
N1°
03'3
1"E
S1°4
6'16
"E
29
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29 28
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32 33
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PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX
CONTROL POINT DATA TABLEPOINT DESCRIPTION NORTHING EASTING ELEVATION
MONUMENT 546394.762 1249739.144 143.70'
CONTROL POINT 546351.734 1249719.434 142.95'
MAG NAIL 546374.596 1249759.887 143.95'
MONUMENT 547724.101 1249763.705 187.86'
MONUMENT 546398.004 1252528.849 164.82'
MONUMENT 543797.905 1249819.448 115.47'
MONUMENT 546437.406 1247082.035 149.72'
2
3
1
60 0 60 120
SCALE OF FEETSCALE: 1"=60'
T35N R3E W.M.
LEGEND
RIGHT OF WAY
CONSTRUCTION ALIGNMENT
NOTES1. FIELD SURVEY AND MAPPING WAS PROVIDED BY SKAGIT COUNTY DEPARTMENT OF
PUBLIC WORKS AND SUPPLEMENTED WITH DEPARTMENT OF NATURAL RESOURCESLIDAR DATA. CONTRACTOR TO VERIFY ACCURACY.
2. DAMAGED, DISTURBED, OR DESTROYED SURVEY MONUMENTS SHALL BE REPLACEDWITHIN 90 DAYS OF REMOVAL, DISTURBANCE, OR DESTRUCTION. REPLACEMENT OFSURVEY MONUMENT SHALL BE DONE SO IN ACCORDANCE WITH SKAGIT COUNTYSTANDARDS. COSTS OF REPLACING SURVEY MONUMENT SHALL BE PAID BY PARTYCAUSING THE REMOVAL, DISTURBANCE, OR DESTRUCTION.
3. SEE SHEET 7 AND PROJECT SPECIAL PROVISIONS FOR ADDITIONAL SURVEY MONUMENTINFORMATION.
MONUMENT
CONTROL POINT
MAG NAIL
POINT OF INTERSECTION
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HORIZONTAL DATUM: NAD83/ 11 NORTH ZONEVERTICAL DATUM: NAVD 88
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ENEWTON - June 17, 2021 - 12:01 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\ALIGNMENT PLAN.DWG
11. WATER LINE EXTENSION TO BE INSTALLED BY SKAGITCOUNTY PUD.
LEGEND
PAVEMENT REMOVAL AREA(SEE 2-02 REMOVAL OF STRUCTURESAND OBSTRUCTIONS)
EXISTING WATER LINE
EXISTING UNDERGROUND FIBER
RIGHT-OF-WAY/LIMITS OF WORK
1
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2
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1
10
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23
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2
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5
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NOTES
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
2. REMOVED SIGNS SHALL REMAIN PROPERTY OF SKAGIT COUNTY.CONTRACTOR TO COORDINATE WITH COUNTY TO ARRANGE DELIVERY TOCOUNTY MAINTENANCE YARD. SIGN REMOVAL SHALL BE INCIDENTAL AND NOSEPARATE MEASUREMENT OR PAYMENT WILL BE MADE.
3. MONUMENT (BLM GBDB CODE 300200) TO BE REMOVED AND REESTABLISHEDBY CONTRACTOR WITHIN THE PARAMETERS OF THE DNR PERMIT. SEECONTRACT SPECIAL PROVISIONS AND DNR PERMIT NO. 7009.
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SCALE OF FEETSCALE: 1"=60'
119
24'24
'
24'
37'
BEGIN CONSTRUCTIONF-LINE STA 50+00.00
BEGIN CONSTRUCTIONJ-LINE STA 10+00.00
END CONSTRUCTIONF-LINE STA 59+90.00
END CONSTRUCTIONJ-LINE STA 18+30.00
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26'TRAVEL LANE
17'TRUCK APRON
26'TRAVEL LANE
17'TRUCK APRON
℄
2%
50'CENTER ISLAND
12 5
2% 2% 2%
6 68
7
8
136'
53
5
7
5
1 2
DEPTH VARIESSEE NOTE 2 AND DETAIL
4
KEYNOTES:1. 2 IN LIFT HMA CL 1/2 - IN PG 58H-22
2. 3 IN LIFT HMA CL 1/2 - IN PG 58H-22
3. 2 IN (MIN) CRUSHED SURFACING TOP COURSE
4. 10 IN CRUSHED SURFACING BASE COURSE
5. 8 IN TEXTURED AND RED PIGMENTED CEMENT CONCRETE PAVEMENT, SEE NOTE 1
7. CURB 2: (OUTSIDE, RIGHT SIDE, OR SPLITTER ISLAND ROUNDABOUT CEMENT
CONCRETE CURB AND GUTTER PER WSDOT STD PLANS F-10.18
8. CURB 3: ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB PER WSDOT STD PLANS F-10.184' TO 8'
SHOULDER LANE VARIES 13' TO 17' LANE VARIES 13' TO 17' 4' TO 8'SHOULDER
SPLITTER ISLAND VARIES 0' TO 8' SEE SHEET 17
2%2% 2% 2%
57 7 1 212
℄
FOR DITCH DETAILSSEE DRAINAGE SHEETS
4:1MAX4:1MAX3:1TYP1.5:1MAX
EXISTING GROUND
SEED AND FERTILIZEPER WSDOTSPEC. 8-02.3
SUBGRADE3
4
VARIES 2' MINSEEGRADING PLANS
VARIES 2' MINSEE GRADING PLANS
12' LANE 12' LANESHOULDER
VARIES0' - 4'
SHOULDERVARIES 0'-4'
2% 2% 2% 2%
1234
℄
FOR DITCH DETAILSSEE DRAINAGE SHEETS
4:1MAX3:1TYP1.5:1MAX
EXISTING GROUND
4:1MAX
SEED AND FERTILIZEPER WSDOTSPEC. 8-02.3
SUBGRADE
VARIES 2'MINSEE GRADING
PLANS
VARIES 2' MINSEE GRADING PLANS
3
4
8
CENTURY WEST
E N G I N E E R I N G
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX
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NOTES:1. PIGMENT SHALL BE UNIFORMLY MIXED IN TO THE CONCRETE. HAND-MIXING OR HAND-SPREADING OF PIGMENT WILL
NOT BE ACCEPTED. PIGMENT COLOR TO BE APPROVED BY THE ENGINEER.
2. STREAMBED COBBLES TO BE MOUNDED EVENLY FROM CURB TO THE CENTER IN A DOME SHAPE TO ACHIEVE AMINIMUM HEIGHT OF 3.5' AT THE CENTER OF THE ISLAND, MEASURED FROM THE GROUND ELEVATION AT THE OUTEREDGE OF THE TRAVEL LANE. STREAMBED BOULDERS SHALL BE DISTRIBUTED EVENLY.
3. SEEDING AND FERTILIZING SHALL BE APPLIED TO ALL DISTURBED AND NON-PAVED AREAS.
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET
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LEGEND
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RIGHT-OF-WAY
PROPOSED CONTOUR
EXISTING CONTOUR
MATCHLINE F-LINE STA 54+80 SHEET 11SEE SHEET 12
ABBREVIATIONSFG FINISH GRADE
MX MATCH EXISTING
GB GRADE BREAK
AP ANGLE POINT
PC POINT OF CURVATURE
PT POINT OF TANGENCY
PCC POINT OF COMPOUND CURVE
PRC POINT OF REVERSE CURVE
POC POINT ON CURVE
POT POINT ON TANGENT
MPOC MID-POINT ON CURVE
FOC FACE-OF-CURB
PROPOSED EDGE OF SHOULDERTO TRAVEL LANE
PROPOSED EDGE OF PAVEMENT
NOTES1. SEEDING AND FERTILIZING SHALL BE APPLIED TO ALL
DISTURBED AND UNPAVED SURFACES.
2. CONTOUR INTERVAL SHOWN = 0.5'
3. JOINT UTILITY TRENCH TO BE INSTALLED BY OTHERS.TRENCH IS APPROXIMATELY 20" WIDE AND 24" TO 36"DEEP. CONTRACTOR TO CONFIRM ACTUAL TRENCHDIMENSIONS PRIOR TO BEGINNING OF WORK.
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX
MATCHLINE F-LINE STA 54+80
MAT
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MATCHLINE F-LINE STA 56+65.0
MAT
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SEE SHEET NOTE 1 (TYP)
ABBREVIATIONSFG FINISH GRADE
MX MATCH EXISTING
GB GRADE BREAK
AP ANGLE POINT
PC POINT OF CURVATURE
PT POINT OF TANGENCY
PCC POINT OF COMPOUND CURVE
PRC POINT OF REVERSE CURVE
POC POINT ON CURVE
POT POINT ON TANGENT
MPOC MID-POINT ON CURVE
FOC FACE-OF-CURB
LEGEND
145
145
RIGHT-OF-WAY
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED EDGE OF SHOULDERTO TRAVEL LANE
PROPOSED EDGE OF PAVEMENT
NOTES1. CURB 1: ROUNDABOUT TRUCK APRON
CEMENT CONCRETE CURB & GUTTER PERWSDOT STD PLAN F-10.18.
2. CURB 3: ROUNDABOUT CENTRAL ISLANDCEMENT CONCRETE CURB PER WSDOT STDPLAN F-10.12.
3. SEEDING AND FERTILIZING SHALL BEAPPLIED TO ALL DISTURBED AND UNPAVEDSURFACES.
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ENEWTON - June 17, 2021 - 12:01 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\GRADING PLAN - CENTER ISLAND.DWG
MODIFIED CATCH BASIN TYPE 2SEE NOTE 5 AND DETAIL 4/16F-LINE STA 57+64.7 (40.4 R)RIM ELEV:143.1'IE OUT: 140.9'
POLE AND GUY WIRE TO BE REMOVED BY OTHERS
PSE POLE P07454641-160999
PSE POLE P07A454644-160999
PSE POLE P05454644-160966
PSE POLE454677-160964
PSE POLE454677-160951
PSE POLE P04454648-160957
PSE POLE454643-160934
CENTURY WEST
E N G I N E E R I N G
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET
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NOTES1. PRESERVE AND PROTECT ALL UTILITIES.
2. SEEDING AND FERTILIZING SHALL BE APPLIED TO ALLDISTURBED AREAS.
3. CONSTRUCT CHECK DAMS IN ACCORDANCE WITH STDPLAN I-50.20-01. INSTALL CHECK DAMS EVERY 100-FT INSWALE/DITCHES OR AS DIRECTED BY ENGINEER.
4. PIPE ARCH FLARED END SECTION 13.5" X 22" DIAM. TO BEOLD CASTLE CONCRETE FLARED END, MODEL # EFES,OR APPROVED EQUAL.
5. MODIFIED CATCH BASIN TYPE 2 WITH ROUND BEEHIVEGRATE PER DETAIL 4/16.
6. FOR POWER AND LIGHTING INSTALLATION, SEEELECTRICAL PLAN SHEETS 23 & 24.
7. SKAGIT COUNTY PUD TO INSTALL WATER LINEEXTENSION AND NEW FIRE HYDRANT, AND ADJUSTWATER VALVE BOXES. ZIPLY TO INSTALL NEW FIBERVAULT. CONTRACTOR TO COORDINATE WITH SKAGITCOUNTY PUD AND ZIPLY TO PERFORM WORK. SEESPECIFICATION 1-07.17.
MATCHLINE F-LINE STA 54+80 SHEET 14
EDGE OF PAVEMENT
EDGE OF SHOULDER
CURB & GUTTER
PROPOSED CULVERT PIPE
LEGEND
EXISTING UNDERGROUND FIBER
EXISTING WATER SERVICE
RELOCATED FIRE HYDRANT
RIGHT-OF-WAY
EXISTING GUY WIRES (RBO)
PROPOSED UTILITY POLES(INSTALLED BY OTHERS)
FLO FLOW LINE
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
AP ANGLE POINT
FG FINISH GRADE
MX MATCH EXISTING
RBO REMOVED BY OTHERS
ABBREVIATIONSDITCH TYPE U WITH QUARRY SPALL
EXISTING CULVERT PIPE
FLOW ARROW
MODIFIED CATCH BASIN TYPE 2
FLARED END SECTION
EXISTING UTILITY POLES (RBO)
LP-1
LP-2
LP-3
LP-6LP-7
LP-8
LP-9
LP-10
LP-11
LP-12
EXISTING OVERHEAD POWER
PROPOSED WATER
EXISTING UTILITY POLES(TO REMAIN)
PROPOSED GUY WIRES(INSTALLED BY OTHERS)
PROPOSED FIBER VAULT(RELOCATED BY OTHERS)
PROPOSED LIGHT POLE
CB
CB
EV
EV
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ENEWTON - June 17, 2021 - 12:02 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\DRAINAGE & UTILITY PLAN.DWG
MODIFIED CATCH BASIN TYPE 2F-LINE STA 57+64.7 (40.3' RT)
RIM=143.1'
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PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX
D1 LINE PROFILE VIEW
D2 LINE PROFILE VIEW
D3 LINE PROFILE VIEW
50 0 50 100
SCALE OF FEETHORIZ SCALE: 1"=50'VERT SCALE: 1"=5'
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ENEWTON - June 17, 2021 - 12:02 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\DRAINAGE DITCH PROFILES.DWG
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2%
PROPOSEDSHOULDER
VAR
IES
2'FLAT
BOTTOM
EXISTINGGRADE
VARIES
MATCH EXISTING3:1 (TYP)
FLOWLINE
4:1 TYP
VARIES 2' MIN
CONC PIPE ARCHFLARED END SECTION
DITCH TYPE "U"PER DETAIL 2/16
FINISH GRADE
EXISTINGGRADE
QUARRY SPALLSPLASH PAD
18-IN (MIN) MODIFIED CATCH BASINTYPE 2SEE NOTE 5 SHEET 13F-LINE STA 57+64.7 (40.3' RT)RIM 143.1IE OUT 140.9'
L=120' OF 13.5-IN BY 22-INCONCRETE PIPE ARCHS=0.6%IE IN: 140.9'IE OUT: 140.2'
2%
PROPOSEDSHOULDER
VAR
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2'FLAT
BOTTOM
EXISTINGGRADE
VARIES
MATCH EXISTING3:1 (TYP)
FLOWLINE
4:1 TYP
1' (MIN)8-IN QUARRY
SPALL
VARIES 2' MIN13.5"
10.7"
54"
23"
FLAT SLAB TOPCONCRETE PIPE ARCH13.5" X 22" X 120'
ROUND BEEHIVE GRATE, SEE NOTE 1
LADDEROR STEPS
3.375"
GRAVEL BACKFILL FOR PIPEZONE BEDDING
24" MIN
6"
12" TYP
4.6'
JOINT MORTAR
8" QUARRY SPALLS
CENTURY WEST
E N G I N E E R I N G
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET
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SCALE: N.T.S.164
SCALE: N.T.S.NOTES:
1. GRATE TO BE NEENAH FOUNDRY ROUND BEEHIVE GRATE,CATALOG NUMBER R-4340-A OR APPROVED EQUAL.
2. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAPBETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OFTHE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAPWITH JOINT MORTAR.
CATCH BASIN DIMENSIONSDIAMETER: 54"MIN. WALL THICKNESS: 4.5"MIN. BASE THICKNESS: 8"MAXIMUM KNOCKOUT SIZE: 42"MINIMUM DISTANCE BETWEEN KNOCKOUTS: 8"CONCRETE PIPE ALLOWANCE: 30" MAX INSIDE DIAMETER
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ENEWTON - June 17, 2021 - 12:02 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\DRAINAGE & UTILITY PLAN.DWG
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PIPE ARCH CULVERT PROFILE
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TYPE "U"
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DITCH SECTION
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TYPE "U" WITH QUARRY SPALL
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DITCH SECTION
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CATCH BASIN TYPE 2
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MODIFIED
13+00
R2.50'
R1.50'
R1.50'R1.50'R1.50'
R1.50'
R104'
R283'
R2.50'
J-LINE STA 12+42.24 (1.2'L) PTELEV = 143.83'
J-LINE STA 12+41.96 (3.8'R)ELEV = 143.80'
J-LINE STA 13+15.02 (3.8'R) PRCELEV = 144.29'
J-LINE STA 13+36.27 (2.8'L) PCELEV = 144.45'
J-LINE STA 13+37.75 (1.5'L)ELEV = 144.48'
J-LINE STA 13+37.73 (1.9'R)ELEV = 144.48'
J-LINE STA 13+36.13 (3.2'R)ELEV = 144.44'
J-LINE STA 13+45.03 (3.6'R)ELEV = 144.50'
J-LINE STA 13+63.35 (8.3'R)ELEV = 144.60'
J-LINE STA 13+65.12 (3.8'L)ELEV = 144.68'
J-LINE STA 13+65.34 (6.8'R)ELEV = 144.64'
J-LINE STA 13+61.88 (6.4'L)ELEV = 144.61'
J-LINE STA 13+45.13 (2.7'L)ELEV = 144.52'
J-LINE STA 13+43.84 (1.1'L)ELEV = 144.53'
J-LINE STA 12+78.49 (6.1'R) MPOCELEV = 144.01'
J-LINE STA 13+43.79 (1.9'R)ELEV = 144.52'
15+00
16+00
R1.50'
R2.50'
R1.50'
R109'
R283'
J-LINE STA 15+03.62 (4.4'R)ELEV = 145.25'
J-LINE STA 15+06.11 (6.9'R)ELEV = 144.75'
J-LINE STA 15+02.67 (6.8'L)ELEV = 144.74'
J-LINE STA 15+24.28 (1.7'L)ELEV = 144.96'
J-LINE STA 15+55.64 (3.1'L) PRCELEV = 145.27'
J-LINE STA 16+29.37 (2.7'L)ELEV = 146.07'
J-LINE STA 16+29.05 (2.3'R)ELEV = 146.05'
J-LINE STA 15+04.68 (8.4'L)ELEV = 144.72'
R2.50'R1.50'
J-LINE STA 15+23.08 (3.2'R)ELEV = 144.92'
J-LINE STA 15+24.19 (1.6'R)ELEV = 144.94'
J-LINE STA 15+23.24 (3.4'L)ELEV = 144.92'
J-LINE STA 15+92.52 (5.3'L) MPOCELEV = 145.62'
R1.50'
J-LINE STA 15+30.31 (1.5'L)ELEV = 145.03'
J-LINE STA 15+31.93 (2.7'L)ELEV = 145.02'
J-LINE STA 15+30.26 (1.9'R)ELEV = 145.00'
J-LINE STA 15+31.78 (3.3'R)ELEV = 144.99'
R1.50'
54+0
055
+00
R1.50'R2.50'
R1.50' R1.50'
1.50'R1.50'
R93'
R284'
R2.50'
F-LINE STA 55+03.44 (4.9'L)ELEV = 144.60'
F-LINE STA 55+03.57 (6.5'R)ELEV = 144.56'
F-LINE STA 55+01.59 (8.1'R)ELEV = 144.49'F-LINE STA 55+00.11 (7.4'L)
ELEV = 144.47'
F-LINE STA 54+83.27 (3.0'L)ELEV = 144.23'
F-LINE STA 54+83.40 (3.8'R)ELEV = 144.20'
F-LINE STA 54+82.31 (2.4'R)ELEV = 144.21'
F-LINE STA 54+82.25 (0.9'L)ELEV = 144.25'
F-LINE STA 54+76.25 (0.8'L)ELEV = 144.14'
F-LINE STA 54+76.30 (2.1'R)ELEV = 144.11'
F-LINE STA 54+74.70 (3.7'R)ELEV = 144.05'
F-LINE STA 54+74.61 (2.3'L)ELEV = 144.08'
F-LINE STA 54+58.68 (4.5'R) PRCELEV = 143.77'
F-LINE STA 53+84.54 (4.6'R)ELEV = 142.50'
F-LINE STA 53+84.85 (0.4'L)ELEV = 142.52'
F-LINE STA 54+21.61 (6.9'R) MPOCELEV = 143.09'
57+0
0
R1.50' R1.50'
R2.50'R1.50'F-LINE STA 56+40.97 (6.7'L)
ELEV = 144.72'
F-LINE STA 56+42.95 (8.3'L)ELEV = 144.68'
F-LINE STA 56+51.98 (5.6'L) MPOCELEV = 144.67'
F-LINE STA 56+61.21 (3.8'L)ELEV = 144.68'
R99'
F-LINE STA 56+62.49 (2.1'L)ELEV = 144.70'
F-LINE STA 56+62.51 (0.9'R)ELEV = 144.71'
F-LINE STA 56+61.26 (2.6'R)ELEV = 144.68'
F-LINE STA 56+44.44 (6.6'R)ELEV = 144.71'
R111'
F-LINE STA 56+52.77 (4.2'R) MPOCELEV = 144.67'
F-LINE STA 56+41.17 (4.1'R)ELEV = 144.75'
6'
R1.50' R1.50'
R98'
R284'
R2.50'
F-LINE STA 56+68.56 (2.3'L)ELEV = 144.70'
F-LINE STA 56+68.61 (1.2'R)ELEV = 144.72'
F-LINE STA 56+74.87 (3.4'L) PCELEV = 144.76'
F-LINE STA 56+88.42 (4.3'L) PRCELEV = 144.65'
F-LINE STA 57+61.75 (4.4'L) PCELEV = 144.65'
F-LINE STA 57+61.48 (0.5'R) PTELEV = 144.66'
F-LINE STA 56+70.21 (2.4'R)ELEV = 144.69'F-LINE STA 56+70.08 (3.6'L)
ELEV = 144.67'
F-LINE STA 57+25.08 (6.7'L) MPOCELEV = 144.60'
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NORTH SPLITTER ISLAND
WEST SPLITTER ISLAND
SOUTH SPLITTER ISLAND
EAST SPLITTER ISLAND
NOTES1. CURB OFFSETS AND RADIUS VALUES ARE TO FACE OF CURB.
2. ALL SPLITTER ISLAND CURBS SHALL BE CURB 2 PER WSDOT STANDARDPLAN F-10.18.
ABBREVIATIONSAP ANGLE POINT
PC POINT OF CURVATURE
PT POINT OF TANGENCY
PCC POINT OF COMPOUND CURVE
PRC POINT OF REVERSE CURVE
POC POINT ON CURVE
POT POINT ON TANGENT
MPOC MID-POINT ON CURVE
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ENEWTON - June 17, 2021 - 12:02 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\SPLITTER ISLAND PLAN & DETAILS.DWG
21 F-LINE 55+56, 2.4'R R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3
22 J-LINE 14+27.6, 3.7'L R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3
23 F-LINE 55+89.3, 4.1'L R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3
24 J-LINE 13+94.2, 2.6'R R6-1R 8"X24" ONE WAY TIMBER, 14'SEE NOTE 3
#
CENTURY WEST
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NOTES1. SIGNS SHALL BE INSTALLED PER WSDOT STANDARD PLAN G20.10.
2. SIGN POSTS INSTALLED IN CONCRETE SHALL BE TYPE ST-4 PER WSDOTSTANDARD PLAN G24.50. SLIP BASE SHALL BE TRAFFIC SAFETY SUPPLYCOMPANY UNIBASE SLIPBASE ASSEMBLY PART NUMBER 21500.
3. SIGN POSTS INSTALLED IN NON-PAVED AREAS SHALL BE 4"X4" TIMBERPOSTS PER WSDOT STANDARD PLAN G-22.10.
R6-1R
Josh Wilson Rd
Farm to Market RdD3-102 (MOD.)
D3-102 (MOD.)
YIELD
R1-2
20MPH
W2-6
W13-1P
W16-8P (MOD 2)
OR
W16-8P (MOD 1)
Josh Wilson Rd
Farm To Market RdBLACK ON YELLOW
BLACK ON YELLOW
R6-4
R4-7
ONE WAY
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1-800-424-5555
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CALL TWO (2) BUSINESS DAYS BEFORE YOU DIG
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ENEWTON - June 17, 2021 - 12:03 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\CHANNELIZATION & SIGNAGE PLAN.DWG
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET
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30 0 30 60
SCALE OF FEETSCALE: 1"=30'
LIGHT POLE FOUNDATION SCHEDULE
POLE # STATION/OFFSETTOP OF
FOUNDATIONELEVATION
1 J-LINE STA 12+49.9, 32.7' R 143.53'2 J-LINE STA 13+22.7, 35.7' R 143.68'3 F-LINE STA 55+20.9, 60.4' L 143.81'4 F-LINE STA 53+83.5, 31.2' R 142.09'5 F-LINE STA 54+58.4, 35.2' R 143.24'6 J-LINE STA 15+18.8, 37.4' R 143.98'7 J-LINE STA 16+23.9, 32.0' R 145.21'8 J-LINE STA 15+49.1, 34.4' L 144.30'9 F-LINE STA 56+38.4, 48.5' R 143.78'
10 F-LINE STA 56+86.0, 35.8' R 144.23'11 F-LINE STA 57+60.3, 29.6' R 145.10'12 J-LINE STA 13+68.4, 47.1' L 143.77'
LP-1 LP-2
LP-3
LP-4
LP-5
LP-6 LP-7
LP-8
LP-9
LP-10
LP-11
LP-12
NOTE:FORM TUBES TO BE SET 2" ABOVE TOP OF FOUNDATION
LEGEND
EXISTING UNDERGROUND FIBER
EXISTING WATER SERVICE
PROPOSED CONDUIT, SEEDETAILS SHEET 24
EXISTING GUY WIRES (RBO)
PROPOSED UTILITY POLES(INSTALLED BY OTHERS)
EXISTING UTILITY POLES (RBO)
EXISTING OVERHEAD POWER
PROPOSED WATER SERVICE EXTENSION
EXISTING UTILITY POLES(TO REMAIN)
PROPOSED GUY WIRES(INSTALLED BY OTHERS)
PROPOSED LIGHT POLE(SEE NOTE 1)
RIGHT OF WAY
NOTES:1. CONTRACTOR SHALL SUPPLY AND INSTALL PLASTIC
(NON-PAPER) STREET LIGHT TUBES TO AID IN THEINSTALLATION OF THE STREET LIGHT POLES. SEESPECIFICATION 8-20.1 FOR SEPARATION OF WORK BETWEENCONTRACTOR AND PUGET SOUND ENERGY.
2. CONTRACTOR SHALL SUPPLY DURABLE LID/COVER AT EACHSTREET LIGHT TUBE.
3. CONTRACTOR SHALL PROVIDE ALL TRENCHING ANDCONDUIT WITH PULL-STRINGS AND MULL TAPE FOR STREETLIGHTING CIRCUITRY.
4. CONDUIT SHALL BE SCHEDULE 40 PVC, CONDUIT CROSSINGROADWAYS OR DRIVEWAYS SHALL BE SCHEDULE 80 PVC.
JOINT UTILITY TRENCH (BY OTHERS)JOINT UTILITY TRENCHINSTALLED BY OTHERS
JUNCTION BOX, SEE DETAILS SHEET 24
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DATUM
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ENEWTON - June 17, 2021 - 12:03 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\ILLUMINATION PLAN.DWG
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CENTURY WEST
E N G I N E E R I N G
PUGET SOUND OFFICE33308 13TH PLACE S., SUITE 2FEDERAL WAY, WA 98003253.838.2507 OFFICE 253.874.0463 FAX SHEET
OF
SKA
GIT
CO
UN
TYPU
BLI
C W
OR
KS
RE
VIS
ION
SN
O.
DAT
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PRO
JEC
T LO
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ED N
EAR
:
1 INCH SCALE BARADJUST SCALE ACCORDINGLY
1800
CO
NTI
NEN
TAL
PLAC
EM
OU
NT
VER
NO
N, W
A 98
273-
5625
(360
) 416
-140
0 FA
X (3
60) 4
16-1
405
DES
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EN
GIN
EER
ILLUM
INAT
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DETA
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FAR
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PLAN VIEW DETAILOF STREET LIGHT TUBE
WIRE ENTRANCESLOT
STREET LIGHTTUBE
FIELDSIDE
ROADSIDE
WIREENTRANCE SLOT
45°
45°
POSITION 3" X 6" WIRE ENTRANCE SLOT 45 DEGREESLEFT OR RIGHT FROM A LINE PERPENDICULAR TO ROAD-WAY THROUGH CENTER OF TUBE.
FIELD SIDE
3" X 6" CABLEENTRANCE SLOT
SET STREET LIGHT TUBE 2" TO 3" BELOWGRADE
ROAD SIDE
18' TO 25' MINIMUM (DEPENDING ON POLE TYPE)
5'-0"
20"26"
PSE SUPPLIED HANDHOLEINSTALL ALL CONDUIT SWEEPS WITHIN THE 6" X 12" SHAPEDAREA
ALL CONDUIT TO BE 2" PVC SCH40 GRAY.
RED SCH. 40 CONDUIT TOSTREETLIGHT POLE
GROUND LEVEL
PSE SUPPLIED HANDHOLE
2" PVC SCH 40 SWEEP21" MINIMUM RADIUS
INSTALL PULL STRING THROUGH CONDUITAND SECURE AT BOTH ENDS
3" SAND
3" SAND
12"
6"
241
SCALE: NTS
SEAL END OFRED CONDUIT
STREETLIGHT CABLEIN RED CONDUIT
RED CONDUIT
HEAT SHRINK CAPON STREETLIGHTCABLE END
STREETLIGHT TUBE
STREETLIGHT CABLE IN RED
SEE DETAIL
CUT A HOLE IN THE COVER SO CABLE IN CONDUIT MAY PROTRUDE
COVER THE TUBE TO PROTECT THEPUBLIC (USE PLYWOOD, FOR EXAMPLE)34" RIM THICKNESS
242
SCALE: NTS
243
SCALE: NTS
25" MIN
2" GRAY PVC CONDUIT
NOTE:
1. CONDUIT SHALL BE SCHEDULE 40 PVC, CONDUIT CROSSINGROADWAYS OR DRIVEWAYS SHALL BE SCHEDULE 80 PVC.
NOTE:
1. JUNCTION BOX TO BE SUPPLIED BY PUGET SOUND ENERGY.
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1-800-424-5555
AutoCAD SHX Text
CALL TWO (2) BUSINESS DAYS BEFORE YOU DIG
AutoCAD SHX Text
DATUM
AutoCAD SHX Text
NAVD 88
AutoCAD SHX Text
ENEWTON - June 17, 2021 - 12:03 PM - C:\DROPBOX (CENTURYWEST)\PUGET SOUND\PROJECTS\SKAGIT COUNTY\TASK ORDER #1\CAD\_WORKING\ILLUMINATION PLAN.DWG