sr 167 hwy 410 - sumnerwa.gov
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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
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