1

COVER SHEET

WR 4.0

MATERIALSITEM # DESCRIPTION QUANTITY UNIT QUARRY SPALLS 110 TONS 1-2 MAN ROCK 800 TONS 3-4 MAN ROCK 3600 TONS 5-6 MAN ROCK 3500 TONS 7-8 MAN ROCK 740 TONS TOPSOIL 400 CY MULCH 700 CY EXCAVATION 780 CY PLANTS 1160 EACH DE-WATERING EQUIPMENT & SUPPLIES

VICINITY MAPNOT TO SCALE

PROJECT LOCATION MAPNOT TO SCALE

INDEXCOVER SHEET............................................1STAGING AREAS........................................2TECP.........................................................3PLAN VIEW DETAIL.................................4-5CROSS SECTION.......................................6DETAILS....................................................7

PROJECT LOCATION:FROM WA-167 TAKE THE 24TH ST E EXIT TOWARDS W VALLEY HWY. TURN RIGHT ONTO 24TH ST E. TURN LEFT ONTO136TH AVE E, TURN RIGHT ON 16TH ST E AND FOLLOW TO END. LOCATED IN SUMNER, WA.

PROJECT DESCRIPTION:INSTALL ROCK ON THE LANDWARD SIDE OF THE FLOOD CONTROL STRUCTURE FOR 780 LF.

CONSTRUCTION SEQUENCE1. CALL CE1 SARAH MOTSENBOCKER AT 798-3153, 48 HOURS IN ADVANCE OF PROJECT2. INSTALL EROSION/SEDIMENT CONTROL AS REQUIRED BY PERMIT3. BLOCK DISCHARGE TO RIVER. DE-WATER WORK AREA BY PUMPING TO WATER QUALITY

POND CELLS, VEGETATED STRIP, OR SEDIMENT TRAP.4. REMOVE FENCE,CONSTRUCT ACCESS TO WORK AND STOCKPILE AREAS & REMOVE

VEGETATION FROM SLOPE.5. PLACE TOE ROCK6. PLACE FACE ROCK7. RESTORE DISTURBED AREAS USED FOR STAGING AND STOCKPILES8. PLACE TOPSOIL AND MULCH FOR PLANTINGS (PLANTING WINTER / SPRING 2020)9. REMOVE EROSION/SEDIMENT CONTROL

ESTIMATED VOLUMESFILL PLACEMENT :

FACE ROCK: 1,800 CYTOE ROCK: 1,700 CY

LEGEND EXISTING PROPOSED

ROADSREPAIR LOCATION

T 20 N., R 04 E., W.M.SEC. 12NW 1/4 OF NE 1/4

PROJECTLOCATION

STOCKPILELOCATION

PROJECTLOCATION

Know what's below.before you dig.Call

R

NOTES:1. PROPERTY LINES OF THE PARCELS SHOWN ON THESE PLANS ARE LOCATED BY THE INTERPRETATION OF DEEDS AND OTHER

INFORMATION FOUND IN PUBLIC RECORDS AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY

HWY 410

142N

D AV

E E

SR 167

HWY

512

STEWART RD

MAIN ST

LAKE TAPPS PKWY

WR 3.8

24TH ST E

EAST

VAL

LEY

HWY

SHEET NO. TOTAL SHEETS

Pierce County WHITE RIVER -RIVER MILE 3.8 - 3.9ROCK FORTIFICATION

Department of Planning & Public WorksDivision of Maintenance & OperationsBruce Wagner, M&O Manager4812 196TH St ESpanaway, Washington 98387

7

APPROVED BY:

DRAWN BY:

DESIGNED BY:

SURVEYED BY:

REVISED BY:

KC LIDAR

CE1 SKM

CE1 SKM

CE3 XX

CHECKED BY: CE2 IK

OHW

HVF

HVF

HVF

HVF HVFHVF

HVF

HVF

HVFHVF

HVF

X 7+80

2

STAGING AREAS

T 20 N., R 04 E., W.M.SEC. 12NW 1/4 OF SE 1/4

SHEET NO. TOTAL SHEETS

Pierce County WHITE RIVER -RIVER MILE 3.8 - 3.9ROCK FORTIFICATION

Department of Planning & Public WorksDivision of Maintenance & OperationsBruce Wagner, M&O Manager4812 196TH St ESpanaway, Washington 98387

7

APPROVED BY:

DRAWN BY:

DESIGNED BY:

SURVEYED BY:

REVISED BY:

KC LIDAR

CE1 SKM

CE1 SKM

CE3 TLE

CHECKED BY: CE2 IK

4059

City of Sumner16th St E

3060

City of Sumner16th St E

8004

MORIN14211 16th St E

8003

MORIN14227 16th St E

8006

KONDRATYUK14317 16th St E

4011

DAGLEY14323 16th St E

4059

City of Sumner16th St E

8005

City of Sumner14309 16th St E

1. TOTAL STAGING AREA IS 1.2 ACRES. THE USE OF STAGING AREA WILL VARYDEPENDING UPON THE FIELD SUPERVISORS STAGING AND ACCESSNEEDS. EXACT PLACEMENT OF CONSTRUCTION FENCE, SILT FENCE ANDWATTLES WILL BE ADJUSTED TO MEET STAGING REQUIREMENTS.

2. CONSTRUCTION ENTRANCE LOCATIONS MAY BE SHIFTED/ADJUSTED BASEDON ACCESS NEEDS.

3. SEE SHEET 6 FOR TYPICAL BAREROOT/PLUG WITH MULCH RING PLANTINGDETAIL.

16TH ST E

1

2

NOTESNOTESNOTES

200'

CONSTRUCTIONENTRANCE

200'

OHW

OHW

OHW

OHW

OHWOHW

HVF

HVF

HVF

HVFHVFHVFHVF

HVFHVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVFHVF

HVF

HVFHVF

HVF

TB

TB

TB

TB

TB

TB

TB

TB

TBTB TB

XX

X X X X X X X X X X X

X

X

X

XX

X X X

X

SD SD

SD

SD

LEGEND EXISTING PROPOSED

APPROXIMATE PROPERTY BOUNDARYBOLLARDSTRAIL CLOSURE SIGNCATCH BASINTEMPORARY BERMTOP OF BANKTOE OF SLOPESTORM DRAINAGEORDINARY HIGH WATERSHORELINEHIGH VISIBILITY FENCEFENCEREMOVE & REPLACE FENCECHAINLINK FENCE COATED TYPE 1

GRAVEL TRAIL

PAVED TRAIL

STOCKPILE AREA

3-4 MAN ROCK

CONSTRUCTION ACCESS

3

TEMPORARY EROSION CONTROL PLAN

T 20 N., R 04 E., W.M.SEC. 12NW 1/4 OF SE 1/4

TREE TO REMAIN

TEMPORALLY REMOVE ANDRE-INSTALL, AS NEEDED.

NOTES1. ALL TESC MEASURES SHALL BE INSPECTED AND APPROVED BY

THE CESCL AND IN ACCORDANCE WITH 8-01 OF THE WSDOTSTANDARD SPECIFICATIONS. ALL ANTICIPATED TESC, BMPSARE SHOWN ON THIS SHEET AND SHALL BE INSTALLED ASDETAILED, OR AS DIRECTED BY THE ESC LEAD. ALLADDITIONAL TESC WORK DONE SHALL BE IN ACCORDANCEWITH THE CURRENT PIERCE COUNTY STORMWATERMANAGEMENT MANUAL, AND AS DIRECTED BY THE ESC LEAD.

2. ALL HEAVY EQUIPMENT USED ONSITE (EXCLUDING HAULEQUIPMENT) SHALL USE INHERENTLY BIODEGRADABLEHYDRAULIC FLUID.

3. EXACT PLACEMENT OF HIGH VIABILITY FENCE AND WATTLESMAY VARY DEPENDING UPON THE FIELD SUPERVISORSSTAGING AND ACCESS NEEDS.

4. THE ENGINEER OR BIOLOGIST WILL FLAG AND MARK TREESTHAT SHALL REMAIN "UNDISTURBED". CARE SHALL BE TAKENWHEN WORKING AROUND THESE TREES AS NOT TO DAMAGETHEIR BARK AND/OR ROOTS AND WILL BE MARKED WITHHIGH VIABILITY FENCE.

5. AREAS USED FOR STAGING WILL BE RESTORED WITHHYDROSEED OR PLANTED WITH WOODY VEGETATION.

CONSTRUCTIONENTRANCE

CONSTRUCTIONENTRANCE

SHEET NO. TOTAL SHEETS

Pierce County WHITE RIVER -RIVER MILE 3.8 - 3.9ROCK FORTIFICATION

Department of Planning & Public WorksDivision of Maintenance & OperationsBruce Wagner, M&O Manager4812 196TH St ESpanaway, Washington 98387

7

APPROVED BY:

DRAWN BY:

DESIGNED BY:

SURVEYED BY:

REVISED BY:

KC LIDAR

CE1 SKM

CE1 SKM

CE3 TLE

CHECKED BY: CE2 IK

1017

City of Sumner14000 16th St E

4059

City of Sumner16th St E

1018

Snoqualmie LLC1701 140th Ave E

1024

City of Sumner

BUILD TEMPORARY BERM OR USESUPER-SACS TO CREATE TEMPORARYDE-WATERING POOL IN WORK AREAS

SUCTION HOSE

IE 49.49'W/ RIP RAP PAD

TYPE 2 - 72"CONTROL STRUCTURERIM: 58.62IE: 49.32 (36'' NW, S)

VEGETATED STRIP

DE-WATERINGOUTLET

1. TWO SIGNS NOTIFYING PEDESTRIANS AND BICYCLISTS OF TRAIL DISRUPTION SHALL BE INSTALLED AT THE DIRECTION OFTHE ENGINEER. BOTH SIGNS MUST BE INSTALLED AND BEGIN OPERATION AT LEAST 3 DAYS PRIOR TO ANY TRAILDISRUPTION, CONSTRUCTION ACTIVITIES, ETC. THE SIGNS MUST REMAIN AND OPERATE UNTIL SUCH ACTIVITIES ARECOMPLETE, OR AT THE DIRECTION OF THE ENGINEER.

PUMP

PUMP

NOTES

SD

TB

TS

OHW

HVF

PLUG OUTLETTO RIVER

X X

MARK STAGING AREA WITHHIGH VISIBILITY FENCE

SUCTION HOSE

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

HVFHVF

HVFHVF

HVFHVF

HVF

HVF

HVFHVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

XX 0+00

1+00

2+00

3+00

4+00

5+00

SD SD SD

SD

SD

NOTES1. INSTALL TOE AND FACE ROCK ON THE LANDWARD SIDE OF THE

FLOOD CONTROL STRUCTURE/TRAIL, SEE CROSS SECTION A.2. PLACE TOE ROCK TO THE DEPTH OF THE POND BOTTOM OR AS

DIRECTED BY ENGINEER.3. DAMAGED ASPHALT TRAIL WILL BE REPLACED WITH GRAVEL

TRAIL.

INSTALL FACE & TOEROCK FOR 780 LF

4

PLAN

PLAN VIEWSTA 0+00 TO STA 5+00

1"=40'

1017

City of Sumner14000 16th St E

T 20 N., R 04 E., W.M.SEC. 12NW 1/4 OF NE 1/4

SHEET NO. TOTAL SHEETS

Pierce County WHITE RIVER -RIVER MILE 3.8 - 3.9ROCK FORTIFICATION

Department of Planning & Public WorksDivision of Maintenance & OperationsBruce Wagner, M&O Manager4812 196TH St ESpanaway, Washington 98387

7

APPROVED BY:

DRAWN BY:

DESIGNED BY:

SURVEYED BY:

REVISED BY:

KC LIDAR

CE1 SKM

CE1 SKM

CE3 TLE

CHECKED BY: CE2 IK

REMOVE FENCETEMPORARILY

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW OHW OHW OHW OHW OHW

HVFHVF

HVF

HVF

HVFHVF

HVFHVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVF

HVFHVF

HVFHVF

HVFHVF

HVF

HVFHVF

HVFHVF

HVFHVF

HVFHVF

TB

TB

TB

TB

TB

TB

TBTB

TB TB TB TB TB

X

X

XX

5+00

6+00

7+007+80

NOTES1. INSTALL TOE AND FACE ROCK ON THE LANDWARD SIDE OF THE

FLOOD CONTROL STRUCTURE/TRAIL, SEE CROSS SECTION A.2. PLACE TOE ROCK TO THE DEPTH OF THE POND BOTTOM OR AS

DIRECTED BY ENGINEER.3. DAMAGED ASPHALT TRAIL WILL BE REPLACED WITH GRAVEL

TRAIL.

5

PLAN

PLAN VIEWSTA 5+00 TO STA 7+80

1"=40'

1017

City of Sumner14000 16th St E

T 20 N., R 04 E., W.M.SEC. 12NW 1/4 OF NE 1/4

SHEET NO. TOTAL SHEETS

Pierce County WHITE RIVER -RIVER MILE 3.8 - 3.9ROCK FORTIFICATION

Department of Planning & Public WorksDivision of Maintenance & OperationsBruce Wagner, M&O Manager4812 196TH St ESpanaway, Washington 98387

7

APPROVED BY:

DRAWN BY:

DESIGNED BY:

SURVEYED BY:

REVISED BY:

KC LIDAR

CE1 SKM

CE1 SKM

CE3 TLE

CHECKED BY: CE2 IK

4059

City of Sumner16th St E

TREE TO REMAIN

TEMPORALLY REMOVE ANDRE-INSTALL, AS NEEDED.

INSTALL FACE & TOEROCK FOR 780 LF

REMOVE FENCETEMPORARILY

45

50

60

45

50

60

0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

OHW OHW OHW OHW OHWEXISTING 10'ASPHALT TRAIL

PRE-DAMAGED BANK(USGS 2009)

EXISTING BANK(KING CO. 2017)

INSTALL 3-4MAN ROCK

INSTALL 5-8MAN ROCK

12 IN. MIN. THICKNESS SOIL,TOPPED WITH 4-6 IN.MIN. THICKNESS MULCH

15'+/-

POND BOTTOM/EXISTING GROUNDELEV: 49.5'

TEMPORARYBERM

BARE ROOT PLANTINGS -SEE TYPICAL PLANTINGDETAIL THIS SHEET

X

TBTB

TYPICAL WOODY PLANTINGS:SITKA WILLOWPACIFIC WILLOWRED OSIER DOGWOODPACIFIC NINEBARKSALMONBERRYSNOWBERRYNOOTKA ROSE

TOP OF REVETMENTFACE

TYPICAL PLANTING DETAIL FOR SLOPE

EXISTINGFENCE

POND WATER SURFACE ELEVATION VARIES

APPROX. GROUNDWATER ELEV: 50'

MAX DEPTH DICTATED BY POND & GROUNDWATER CONDITIONS, OR AS DETERMINE BY ONSITE ENGINEER

HVF

HIGH VISIBILITY FENCE ORWATTLES, AS DETERMINED BYCESCL LEAD (OR BIOLOGIST)

EXISTING GOUND(KING CO. 2017)

6

CROSS SECTION

T 20 N., R 04 E., W.M.SEC. 12NW 1/4 OF SE 1/4

CROSS SECTION A-ASTA 0+00 TO STA 7+80

NOT TO SCALE

NOTES1. INSTALL ROCK WITHIN THE LANDWARD SLOPE OF THE EXISTING

FLOOD CONTROL STRUCTURE/TRAIL.2. INSTALL ACCESS TO POND WITH TOE ROCK AT THE BASE.3. PLACE TOE ROCK TO THE DEPTH OF THE POND BOTTOM.4. REUSE SALVAGEABLE MATERIAL AND HAUL OFF UNSUITABLE

MATERIAL TO APPROVED LOCATION.5. REUSE SOIL EXCAVATED FROM POND SLOPE AND PLACE

MULCH TO EDGE OF WATER OF POND. PLANTS SHALL BEPLANTED PER DETAIL IN LATE WINTER/EARLY SPRING.

6. ROCK WILL BE PLACED WITHIN THE EXISTING SLOPE OF THEPOND.

SHEET NO. TOTAL SHEETS

Pierce County WHITE RIVER -RIVER MILE 3.8 - 3.9ROCK FORTIFICATION

Department of Planning & Public WorksDivision of Maintenance & OperationsBruce Wagner, M&O Manager4812 196TH St ESpanaway, Washington 98387

7

APPROVED BY:

DRAWN BY:

DESIGNED BY:

SURVEYED BY:

REVISED BY:

KC LIDAR

CE1 SKM

CE1 SKM

CE3 XX

CHECKED BY: CE2 IK

TYPICAL BAREROOT / PLUG

WITH MULCH RING DETAIL

7

DETAILS

T 20 N., R 04 E., W.M.SEC. 12NW 1/4 OF SE 1/4

POND ACCESS RAMP SECTION

STABILIZED CONSTRUCTION ENTRANCE

T

R

A

I

L

WATTLE DETAIL

CONSTRUCTION FENCE DETAIL

GROUND SURFACE

6' MAX.

2' 0"

6"

12"

8"

FILTER FABRIC FENCE DETAIL

SHEET NO. TOTAL SHEETS

Pierce County WHITE RIVER -RIVER MILE 3.8 - 3.9ROCK FORTIFICATION

Department of Planning & Public WorksDivision of Maintenance & OperationsBruce Wagner, M&O Manager4812 196TH St ESpanaway, Washington 98387

7

APPROVED BY:

DRAWN BY:

DESIGNED BY:

SURVEYED BY:

REVISED BY:

KC LIDAR

CE1 SKM

CE1 SKM

CE3 XX

CHECKED BY: CE2 IK