22-100735-Building B Early Clear and Grade Plan-05-03-2022-V3ΡΓ∆∆Σ ΝΕ
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DESCRIPTION
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DRAWING NO.SHEET NO.\\\\esm8\\engr\\ESM-JOBS\\1886\\001\\016-0011\\plots\\clear and grade\\CV-01.dwg5/3/2022 5:37 AMPlotted:File:Plotted By: Jeff Hiiva223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4
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EXISTING CONDITIONSEX-01
CV-01 COVER SHEET
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NORTH LAKE
LAKE GENEVA
LAKE KILARNEY
BROOK LAKE
HYLEBOS STATE PARK
PANTHER LAKE
PANTHER LAKE PARK
CELEBRATION PARK 5
18
S 348TH ST
99
161
S 336TH ST
S 320TH ST
S 356TH ST
S 342ND ST
S 352ND ST
SW 330TH ST
S 340TH ST
S 344TH ST
S 343RD ST PACIFIC HWY SS 324TH ST
9TH AV S13TH PL SWEYERHAUSERWY S38TH AV S1ST AV S1ST AV S1ST WY SMILITARY RD SPEASLEY CANYON RDT.E.S.C. AND GRADING PLANGR-01 - GR-05
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LEGENDLG-013
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ΚΝΡ ≅ΜΦ∆Κ∆Ρ+ Β≅ 8//14
GR-0610 POND CROSS SECTIONS
ΟΘΝΙ∆ΒΣ ΒΝΜΣ≅ΒΣΡ
{CIVIL ENGINEER
}ESM CONSULTING ENGINEERS
LAURA BARTENHAGEN, PE, LEED AP
33400 8TH AVE S
SUITE #205
FEDERAL WAY, WA 98003
(253) 838-6113
{
LANDSCAPE ARCHITECT}
ESM CONSULTING ENGINEERS
LEANNE KUHLMAN
33400 8TH AVE S
SUITE #205
FEDERAL WAY, WA 98003
(253) 838-6113
{GEOTECHNICAL ENGINEER}
GEOENGINEERS
STEVE HELVEY
1101 FAWCETT AVE
SUITE #200
TACOMA, WA 98402
{ARCHITECT
}CRAFT ARCHITECTS PLLC
CATHY CRAFT
2505 3RD AVE,
SUITE #324
SEATTLE, WA 98121
(206) 720-7001
{OWNER / AGENT}
FEDERAL WAY CAMPUS, LLC
DANA OSTENSON
11111 SANTA MONICA BLVD, SUITE 800
LOS ANGELES, CA 90025
(310) 722-8972
{WETLAND CONSULTANTS}
TALASAEA ASSOCIATES
BILL SHIELS / JENNIFER MARRIOTT
15050 BEAR CREEK RD NE
WOODINVILLE, WA 98077
(425) 861-7550
{TRANSPORTATION ENGINEER}
TENW
JEFF SCHRAMM
816 6TH ST S
KIRKLAND, WA 98033
(425) 250-0581
Know what's below.
before you dig.Call
R
APPROVED
DATE
PERMIT NO. 22-100735-00 EN
CITY OF FEDERAL WAY INSPECTION 253-835-2700
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL
NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED
BY THE CITY ENGINEER.
Φ∆Μ∆Θ≅Κ ΜΝΣ∆Ρ
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE-CONSTRUCTION MEETING.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT
APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
(WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE
APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS
SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY.
3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN
OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY
OF FEDERAL WAY, PRIOR TO CONSTRUCTION.
4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICITY, ETC.)
5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE
APPLICANT'S CONSTRUCTION REPRESENTATIVE.
6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
7. ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00
P.M. ON SATURDAYS.
8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED
BY THE PUBLIC WORKS DIRECTOR.
9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD
RIGHT-OF-WAY.
10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT
MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION.
11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29.
12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL
GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS.
13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8{”} CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND
IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE
WILL BE 3/8-INCH MINUS.
14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3.
15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY
OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY
WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL
SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY.
17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE.
19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL
ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR
FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
”
\pxqj;NORTH LAKE ADD TO EAST TACOMA LOT 7 FEDERAL WAY BLA #17-100484-SU REC #20171103900001 SD BLA BEING POR S 1/2 OF SE 1/4 16-21-4 & POR NW 1/4 & NE 1/4 & SE 1/4 & SW 1/4 21-21-4 & LOTS 1 THRU 8 BK 18 NORTH LAKE ADD TO EAST TACOMA & LOTS 8 & 10 THRU 15 & POR LOT 9 LOUISE'S NORTH LAKE TRACTS TGW RDS ADJ
Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ
ΒΗΣΞ ΟΤΑΚΗΒ ςΝΘϑΡ Χ∆Ο≅ΘΣΛ∆ΜΣ
TREE RETENTION PLANTR-014
GR-0711 T.E.S.C. AND GRADING NOTES AND DETAILS
05/03/2022
409.80HV105S
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(PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)
MINOR ARTERIAL (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ− 225ΣΓ ΡΣΘ∆∆Σ2/ΣΓ ≅Υ∆ΜΤ∆ Ρ−
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SECTION 22
SECTION 21
ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−
ΕΝΘ∆ΡΣ∆Χ
ΑΤΕΕ∆Θ
50.0'
FORESTED
BUFFER
50.0'
FORESTED
BUFFER
Κ∆Φ∆ΜΧ
BOLLARD
INFORMATION SIGN
S SANITARY SEWER MANHOLE
STORM DRAIN CATCH BASIN
STORM PIPE INLET/OUTLET
P GUY ANCHOR
POWER POLE
T TELEPHONE MANHOLE
WATER VALVE
LUMINARY WITH ARM
GAS MARKER POST
LUMINARY
GAS VALVE
G
POWER POLE WITH TRANSFORMER
P POWER VAULT
TELEPHONE RISER
TELEPHONE JUNCTION BOC
WATER METER
FIRE HYDRANT
POWER JUNCTION BOXPB
GATE ENDUTILITY VAULT STORM CULVERT
SANITARY SEWER MANHOLE
COS
OVERHEAD POWER LINESUNDERGROUND POWER LINESUNDERGROUND NATURAL GAS LINESUNDERGROUND WATER LINES
UNDERGROUND FIBER OPTIC LINES
UNDERGROUND TELEPHONE LINES
SANITARY SEWER FORCE MAIN
IR IRRIGATION CONTROL BOX
Α≅ΡΗΡ ΝΕ Α∆≅ΘΗΜΦ
(AKA PRIMARY STATE HIGHWAY NO. 2 - PUBLIC RIGHT OF WAY)ΡΣ≅
Σ∆
ΘΝΤ
Σ∆
0
7
TRAIL
TRAIL
TRAIL
TRAIL
TRAIL
ASPHALT
CONCRETE WALK
CONCRETE CURB
GRAVEL STORAGE AREA
ECOLOGYBLOCK WALL
GRAVEL ROAD ASPHALT PAVEMENTASPHALT PAVEMENT
ASPHALT WALK
\pxqj;NORTH LAKE ADD TO EAST TACOMA LOT 7 FEDERAL WAY BLA #17-100484-SU REC #20171103900001 SD BLA BEING POR S 1/2 OF SE 1/4 16-21-4 & POR NW 1/4 & NE 1/4 & SE 1/4 & SW 1/4 21-21-4 & LOTS 1 THRU 8 BK 18 NORTH LAKE ADD TO EAST TACOMA & LOTS 8 & 10 THRU 15 & POR LOT 9 LOUISE'S NORTH LAKE TRACTS TGW RDS ADJ
Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ
WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83\\11) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN NOVEMBER, 2015.
Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ
NGVD 29 ELEVATIONS REFERENCED TO
CITY OF FEDERAL WAY BENCH MARK NO. 144 TOP OF 2"
IRON PIPE INSIDE MONUMENT CASE LOCATED AT THE
INTERSECTION OF S 320TH ST AND 32ND AVE S
ELEVATION=462.933 NGVD 29
Υ∆ΘΣΗΒ≅Κ Χ≅ΣΤΛ
Σ∆ΛΟΝΘ≅ΘΞ Α∆ΜΒΓ Λ≅ΘϑΡ
TRAIL
BURIED
COMMUNICATIONS
EASEMENT AND SEWER
EASEMENT
RECORD NO.
20001214000760 APPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 920116071715'OWNER:
FEDERAL WAY CAMPUS, LLC
8847 IMPERIAL HIGHWAY, SUITE H
DOWNEY, CA 90242
APPROXIMATE LOCATION OF15' X 15' TELEPHONE EASEMENT RECORDINGNO. 920116071768'23'ASPHALT
TELEPHONE EASEMENT RECORDING NO. 5678223
ASPHALT
ASPHALTASPHALTPOWER VAULT
ASPHALT PAVEMENT
CONCRETE WALKCONCRETE CURBINGRESS AND EGRESS EASEMENT OVER EXISTING ROADS RECORDING NO. 2011022300000630'20'TELEPHONE EASEMENT RECORDING NO. 820390510WATER EASEMENT RECODING NO. 6693957WATER EASEMENT RECORDING NO. 6693956GUARD RAIL
WIRE FENCE
GATE
CONCRETE WALK
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TRAILTRAILAPPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 9201160717\pxt4;PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. 8010100959 WAS EXTINGUISHED BY RECORDING NO. 1990817001304
ASPHALT
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AND SEWER
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RECORD NO.
15'
DP CATEGORY III 300 SF
DQ CATEGORY III 703 SF
DR CATEGORY III 3,240 SF
EB CATEGORY III 1,601 SF (TO BE FILLED)
ED CATEGORY III 3,234 SF (TO BE FILLED PORTIONS OFFSITE)
EE CATEGORY III 1,881 SF (TO BE FILLED)
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DATE:
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PRINT:
DATE OF
\\\\esm8\\engr\\ESM-JOBS\\1886\\001\\016-0011\\plots\\clear and grade\\EX-01.dwg5/3/2022 5:41 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!EXISTING CONDITIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016-0011
EX-01
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04/27/2022
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\A1;100.0' FORESTED BUFFER GRAVEL PATHAPPROVED
DATE
PERMIT NO. 22-100735-00 EN
CITY OF FEDERAL WAY INSPECTION 253-835-2700
Know what's below.
before you dig.Call
R
PARCEL #6142600005
PARCEL #6142600200
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE
CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS
DETERMINED BY THE CITY ENGINEER.
05/03/2022
BW BACK OF WALK
OHW ORDINARY HIGH WATER
TOP/TOE OF SLOPE
STREAM WITH BUFFERWETLAND WITH BUFFER
STORM DRAIN PIPE
N.G.P.E. FENCE
INSIDE DIAMETER
INVERT ELEVATION
INCHES
LENGTH
POUNDS
LINEAL FEET
MAXIMUM
MANUFACTURER
MANHOLE
MINIMUM
MECHANICAL JOINT
MISCELLANEOUS
NORTH
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
POINT OF INTERSECTION
POWER POLE
POINT OF VERTICAL INTERSECTION
POLYETHYLENE
PERFORATED
POLYVINYL CHLORIDE
PAVEMENT
POINT OF VERTICAL TANGENCY
POINT OF CURVATURE
POINT OF TANGENCY
QUANTITY
RETAINING
RAILROAD
RADIUS
REDUCER
REINFORCED
REQUIRED
RIGHT OF WAY
SOUTH
SCHEDULE
SQUARE FEET
SHEET
SPECIFICATIONS
SQUARE
STATION
STANDARD
TOP OF CURB
TELEPHONE
THREADED
THROUGH
TYPICAL
VERTICAL
WEST
WITH
WITHOUT
FL FLANGE
AVENUE
ASBESTOS CEMENT PIPE
ADJACENT
ALUMINUM
AMERICAN NATIONAL STANDARDS INSTITUTE
ANGLE POINT
ASPHALT
AMERICAN SOCIETY OF TESTING AND MATERIALS
ASSEMBLY
BLIND FLANGE
BUILDING
BLOCK
BLOW OFF
BEGIN VERTICAL CURVE
CENTER
CATCH BASIN
CAST IRON
CENTERLINE
CLEAR
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CONDUIT
CONNECTION
CONTRACTOR
CONTINUED
CUBIC YARDS
CLASS
CUBIC FEET
CUBIC FEET PER SECOND
DEGREE OF CURVATURE
DUCTILE IRON
DIAMETER
DEPARTMENT OF TRANSPORTATION
DIMENSION
DRAWINGS
DRAIN
EDGE OF PAVEMENT
EAST
ELEVATION
ELEVATION
ELECTRICAL
END VERTICAL CURVE
EXISTING
FIGURE
FINISHED
FLOWLINE
FEET
FORCE MAIN
GAUGE
GALVANIZED
GALVANIZED IRON
GATE VALVE
W/O
W/
W
VERT
TYP
THRU
THRD
TEL
TC
STD
STA
SQ
SPECS
SHT
SF
SCH
S
R/W
REQ
REINF
RED
R
RR
RET
QTY
PT
PC
PVT
PVMT
PVC
PERF
PE
PVI
PP
PI
OD
OC
NTS
NO
N
MISC
MJ
MIN
MH
MFR
MAX
LF
LB
IE
ID
GV
GI
GALV
GA
FM
FT
FIN
FIG
EXIST
EVC
ELEC
EL
ELEV
E
EOP
D
DWGS
DIM
DOT
DIA/%%C
DI
DC
CFS
CF
CL
CY
CONT
CONTR
CONN
C
CONC
CO
CMP
CLR
CI
CB
CTR
BVC
BO
BLK
BLDG
BF
ASSY
ASTM
ASPH
AP
ANSI
ALUM
ADJ
AC
AVE
≅ΑΑΘ∆ΥΗ≅ΣΗΝΜΡ
(NR)
(R)
NON-RADIAL BEARING
RADIAL BEARING < >
DELTA
ARC LENGTH
FIRE HYDRANT
REDUCER
BEND
TEE (W/ VALVES)
CROSS (W/ VALVES)
DETECTOR CHECK VALVE
AIR-VAC ASSEMBLY
BLOWOFF ASSEMBLY
DOMESTIC / IRRIGATION METER
CONCRETE BLOCKING
BUTTERFLY VALVE
GATE VALVE
BEEHIVE MANHOLE
STORM DRAIN MANHOLE
CATCH BASIN TYPE 2 W/SOLID LID
CATCH BASIN TYPE 1 W/SOLID LID
BUILDING SETBACK LINE
EASEMENT LINE
BOUNDARY LINE
SPOT ELEVATION
SANITARY SEWER CLEANOUT
VERTICAL CURB AND GUTTER
EXISTING
821.54
RIP RAP PAD
STRAW BALE
GRAVEL CONE
PROPOSED MONUMENT IN CASE
FOUND MONUMENT IN CASE
PROPOSED MONUMENT (AS DEFINED)
820
821.54
PROPOSED
SANITARY SEWER GRAVITY
SANITARY SEWER MANHOLE
ROOF DRAIN
CATCH BASIN TYPE 2 W/GRATE
CATCH BASIN TYPE 1 W/GRATE
CONCRETE SIDEWALK
ROLLED CURB AND GUTTER
ROADWAY CENTERLINE
CONTOUR (MINOR)
RIGHT-OF-WAY
Κ∆Φ∆ΜΧ
CLEARING LIMITS
FILTER FABRIC FENCE
CUTOFF SWALE
INTERCEPTOR DITCH
CONSTRUCTION ENTRANCE
ROCK CHECK DAM
SEDIMENT FILTER
YARD DRAIN (ROUND LID)
YARD DRAIN
STORM DRAIN CLEAN-OUT
D
SANITARY SEWER
STORM DRAINAGE
S
ROCKERY
WATER
STRAIGHT/RIGHT TURN ARROW
HANDICAP PARKING
INFORMATION SIGN
TRAFFIC SIGN
BIKE LANE
STRAIGHT ARROW
RIGHT TURN ARROW
LEFT TURN ARROW
STRAIGHT/LEFT/RIGHT TURN ARROW
LEFT/RIGHT TURN ARROW
STRAIGHT/RIGHT TURN ARROW
TRAFFIC
OM
OM FOUND MONUMENT (AS DEFINED)
T.E.S.C.P.SURVEY
WETLAND FLAG
BIKE RACK
DEBRIS PILE
FIRE PIT
BOLLARD
U HORSE SHOE PIT
MAILBOX
M MILE POST MARKER
SOIL LOG
SIGN
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SEPTIC DISTRIBUTION BOX
S
S SANITARY SEWER STUB MARKER POST
SV SEPTIC VENT
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STORM PIPE INLET/OUTLET
D
D STORM DRAIN STUB MARKER POST
ROOF DRAIN
CATCH BASIN
TV CABLE TV MARKER POST
CABLE TV RISER
SATELLITE DISH
LUMINAIRE W/ARM
LUMINAIRE
LANDSCAPE LIGHT
YARD LIGHT (UNDER 10' TALL)
G GAS STUB MARKER POST
GAS VALVE
OC OIL FILLER CAP
P GUY ANCHOR
P GUY POLE
POWER GRATE
PB ELECTRICAL JUNCTION PULL/BOX
P ELECTRICAL STUB MARKER POST
ELECTRICAL METER
POWER POLE W/DROP LINE & LIGHT
POWER POLE W/DROP LINE, LIGHT & TRANSFORMER
POWER POLE W/DROP LINE & TRANSFORMER
POWER POLE W/LIGHT
POWER POLE W/LIGHT & TRANSFORMER
POWER POLE
POWER POLE W/TRANSFORMER
PAD MOUNTED TRANSFORMER
P POWER VAULT/MANHOLE
SIGNAL CONTROL BOX
SIGNAL JUNCTION BOX
TRAFFIC PEDESTRIAN POLE
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL POLE W/LIGHT
FO FIBER OPTIC MANHOLE
FO FIBER OPTIC STUB MARKER POST
T TELEPHONE GUY ANCHOR
T TELEPHONE ANCHOR POLE
TELEPHONE JUNCTION BOX (UG)
T TELEPHONE MANHOLE
T TELEPHONE STUB MARKER POST
TELEPHONE POLE
TELEPHONE RISER
FIRE DEPT CONNECTION
HOSE BIB
IR IRRIGATION CONTROL VALVE
W WATER MANHOLE
W WATER STUB MARKER POST
MW MONITORING WELL
PIV
POST INDICATOR VALVE
SPRINKLER HEAD
W WATER VAULT
WATER WELL
FO FIBER OPTICS
FENCE HOG WIRE
FENCE, SPLIT RAIL
FENCE, WIRE
FENCE WROUGHT IRON
RAILROAD TRACKSCREEK OR STREAM CENTERLINE
EXISTING FEATURES
BARRICADE
MAILBOX
SD SERVICE 6" CPEP WITH
INVERT @ END OF PIPE
866.0
0+33 (STATION ALONG MAINLINE)
21 L.F. (STUB LENGTH)
866.0 (I.E. AT END OF STUB)
866.0
21 L.F.0+33
CONCRETE BLOCK WALL
WATER PIPE W
TELEPHONE (BURIED)
OIL
GAS
POWER (BURIED)
TV CABLE (BURIED)
POWER (AERIAL)
TELEPHONE (AERIAL)
TV CABLE (AERIAL)
C
C
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P
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T
T
GUARD RAIL
FENCE, BOARD
FENCE, BARB-WIRE
FENCE, CHAIN-LINK
FENCE, ELECTRIC
SANITARY SEWER FORCE MAIN FM
TOP OF WALLTOW/TW
BOTTOM OF WALLBOW/BW
FINISH GRADEFG
STORM DRAINSD
SANITARY SEWERSS
WATER SAMPLING STATIONWSS
FIRE DEPARTMENT CONNECTIONFDC
ROADWAY
CAP/PLUG
812
820
812
CONTOUR (MAJOR)
STREET LIGHT
BOLLARDS
DOWNSPOUTS
FOOTING DRAIN FLOWPATH
Δ
CL/
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0011\\plots\\clear and grade\\LG-01.dwg4/27/2022 9:44 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!LEGENDWASHINGTONCITY OF FEDERAL WAY1886-001-016-0011
LG-01
LGB
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04/27/2022
ΚΦ,/0
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GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB
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BUILDING SETBACK LINEBSBL
Know what's below.
before you dig.Call
R
APPROVED
DATE
PERMIT NO. 22-100735-00 EN
CITY OF FEDERAL WAY INSPECTION 253-835-2700
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY
WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE
PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS
DETERMINED BY THE CITY ENGINEER.
05/03/2022
S
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388390389391392393394395TRCD 20 MISSED396172417253903993974004034044024214014054084074094104114064154164174194204181726TRDF 26 MISSED17271728172917304424414444464434474454484504514494524554574644584594634614604624654664674694684734704744714754724764784774794814804854864824834874844884904894914934944924954964974981739173717381731173617321733173417351753175117471741174017921745D
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Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18
SECTION 22
SECTION 21
LANDSCAPE ARCHITECT
LEANNE D. KUHLMAN
CERTIFICATE No. 743
WASHINGTON
REGISTERED
STATE OF
A CONTINUOUS MANAGED FOREST BUFFER IS PROVIDED AROUND THE PERIMETER OF THE CP-1 ZONE. THE DEPTH
OF THIS BUFFER IS 50' WHEN ABUTTING WEYERHAEUSER WAY SOUTH AND 100' WHEN ABUTTING HIGHWAY 18.
NATIVE VEGETATION NOT WITHIN THE MANAGED FOREST BUFFER AND OUTSIDE OF GRADING LIMITS WILL BE LEFT
UNDISTURBED. {
}
A FORESTER MUST BE PRESENT TO SUPERVISE THE ACTIVITIES IN ENVIRONMENTALLY SENSITIVE AREAS AND
FOREST BUFFER ZONES.
ΣΘ∆∆ ΟΘ∆Ρ∆ΘΥ≅ΣΗΝΜ ΜΝΣ∆Ρ
MANAGED FOREST BUFFER
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
\A1;100.0' FORESTED BUFFER
(PUBLIC RIGHT OF WAY)
MINOR ARTERIAL
ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−50'FORESTEDBUFFERΚΝΝ
Ο
Θ
Ν
≅
Χ
(PRIVATE ROAD)ΓΗΦΓς≅Ξ
0
7
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0011\\plots\\clear and grade\\TR-01.dwg5/3/2022 5:03 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!TREE RETENTION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016-0011
TR-01
LGB
GFF
04/27/2022
ΣΘ,/0
3 00
APPROVED
DATE
PERMIT NO. 22-100735-00 EN
CITY OF FEDERAL WAY INSPECTION 253-835-2700
Know what's below.
before you dig.Call
R
Λ≅Μ≅Φ∆Χ
ΕΝΘ∆ΡΣ
ΑΤΕΕ∆Θ
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE
CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS
DETERMINED BY THE CITY ENGINEER.
\pxqc;BUILDING A COMPLETED UNDER PERMIT NO. 22-101833-OO EN
FUTURE STORM DETENTION POND
FUTURE BUILDING B
05/03/2022
G
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NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\ESM-JOBS\\1886\\001\\016-0011\\plots\\clear and grade\\GR-01.dwg5/3/2022 5:44 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016-0011
GR-01
LGB
GFF
04/27/2022
ΦΘ,/0
4 00
APPROVED
DATE
PERMIT NO. 22-100735-00 EN
CITY OF FEDERAL WAY INSPECTION 253-835-2700
µ
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STRIPPING = 20,000 CY
CUT = 33,300 CY
FILL = 51,600 CY
APPROXIMATE EARTHWORK QUANTITIES
FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE"
YARDAGE'S WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CALCULATE ALL YARDAGE'S FOR
BID PURPOSES. 1.0' FT. OF STRIPPING WAS ASSUMED.
PERVIOUS AREA=349,533 SF
IMPERVIOUS AREA=388,960 SF
ΒΝΜΡΣΘΤΒΣΗΝΜ Ρ∆ΠΤ∆ΜΒ∆
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A
PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION
REPRESENTATIVE.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR
(MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF
CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC
FENCE, WHERE INDICATED.
5. GRADE AND INSTALL ROCK-LINED CONSTRUCTION ENTRANCES W/
WHEELWASH.
6. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS.
7. CLEAR AND GRUB TO LIMITS SHOWN ON PLANS AND INSTALL
INTERCEPTOR SWALES/BERMS AND CHECK DAMS.
8. CONSTRUCT SEDIMENT POND
9. GRADE DETENTION POND.
10. ROUGH GRADE PARKING AREA AND BUILDING PAD.
11. INSTALL SANITARY SEWER SYSTEM.
12. INSTALL STORM DRAINAGE SYSTEM AND STORMWATER FILTER
VAULT.
13. INSTALL SEDIMENT BARRIERS OVER CATCH BASINS.
13. INSTALL DOMESTIC WATER SYSTEM.
14. FINE GRADE FOR CURB AND GUTTER, SIDEWALK, PAVEMENT,
AND LANDSCAPING.
15. INSTALL CURB, GUTTER, AND SIDEWALK.
16. PAVE PARKING AREA.
17. REMOVE SEDIMENT BARRIERS.
18. COMPLETE LANDSCAPING.
19. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL
SEDIMENT AND DEBRIS.
20. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S
RECOMMENDATIONS.
21. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW
MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF
FEDERAL WAY STANDARDS.
22. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN
SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE
WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC
SHEETING OR EQUIVALENT.
23. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN
DAYS.
24. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE
THAN 30 DAYS.
25. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS
MUST BE STABILIZED, HYDROSEEDED AND BMPS REMOVED IF
%%UNOTES
REDTOP BENTGRASS (Agrostis alba) 30%%%
PERENNIAL RYEGRASS (Lolium perenne) 20%%%
COLONIAL BENTGRASS (Agrostis tenuis) 20%%%
RED FESCUE (Festuca rubra) 15%%%
APPLICATION RATE: 30 LBS. / ACRE
%%UNAME
MIXTURE BELOW SPECIFIED AS A RATIO BY WEIGHT:
SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB.
FOR HYDROSEED, USE 7-8 LBS. OF SEED MIX PER 1,000 SQUARE FEET, APPROXIMATELY 9-10 LBS. OF 10-20-20
N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH
PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY 1 LB. OF TACKIFIER PER 1,000
SQUARE FEET FOR SLOPES AS NECESSARY.
COMMON TIMOTHY (Phleum pratensis) 5%%%
COMMON VELVETGRASS (Holcus lanatus) 5%%%
ΤΟΚ≅ΜΧ Μ≅ΣΗΥ∆ Ρ∆∆Χ ΛΗΩ
Know what's below.
before you dig.Call
R
SEE SHEET GR-03 FOR CONTINUATION SEE SHEET GR-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο
NOT TO SCALEAAAAAAAAA
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µ
\pxqc;BUILDING A COMPLETED UNDER PERMIT NO. 20-101386-CO
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO
THESE PLANS AS DETERMINED BY THE CITY
05/03/2022
COS
S
S
PB
D
N
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.G
A
RU
A
40111ANO
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A SH NGTO
N
T E R ED
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NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\ESM-JOBS\\1886\\001\\016-0011\\plots\\clear and grade\\GR-02.dwg5/3/2022 5:46 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016-0011
GR-02
LGB
GFF
04/27/2022
ΦΘ,/1
5 00
APPROVED
DATE
PERMIT NO. 22-100735-00 EN
CITY OF FEDERAL WAY INSPECTION 253-835-2700
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
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0 10
1/&
4020
Know what's below.
before you dig.Call
R
ΡΝΗΚΡ Θ∆ΟΝΘΣ ΜΝΣ∆Ρ9
THE FOLLOWING SOILS REPORT NOTES FOR THE SITE SHALL BE CONSIDERED PART OF
THESE CONSTRUCTION DOCUMENTS:
SOILS INVESTIGATION:
AS PERFORMED BY:
GEOENGINEERS, INC
1101 SOUTH FAWCETT AVE, SUITE 200
TACOMA, WA 98402
FILE NUMBER 22247-001-03
DATED: JUNE 21, 2018
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL
PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH
DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION,
SLAB, AND PAVING CONSTRUCTION AS APPLICABLE FOR THE PROJECT.
2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN
ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL
BE BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER.
3. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND
APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK
PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE
METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH
THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS
PERFORMED TO THE SATISFACTION OF THE SOILS ENGINEER. THE SOILS ENGINEER SHALL
BE CONTRACTED DIRECTLY WITH OWNER AND COORDINATE SOILS WORK BETWEEN OWNER
AND CONTRACTOR.
4. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS
RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION
OF THE FOLLOWING BY A SOILS ENGINEER:
{·