20-101386-CO-ECG Plans-04-18-2022ΡΓ∆∆Σ ΝΕ
∆ΡΛ ΙΝΑ ΜΝ− 0775,//0,/05,//04
οθδοθδχ αξ
Υηβηµησξ Λο
Ργδδσ Ηµχδω
DESCRIPTION
020
DRAWING NO.SHEET NO.\\\\esm8\\engr\\ESM-JOBS\\1886\\001\\016-0015\\plots\\Clear and Grade\\CV-01.dwg4/18/2022 2:34 PMPlotted:File:Plotted By: Brandon Avalos223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4
Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ 87//2
Ογνµδ9 ∋142( 727,5002
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTO
N
T E R ED
SG
ENG
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
EXISTING CONDITIONSEX-01
CV-01 COVER SHEET
NOT TO SCALE µ
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-07
οθδοθδχ ενθ
2
1
ΒΚ∆≅ΘΗΜΦ ≅ΜΧ ΦΘ≅ΧΗΜΦ ΟΚ≅ΜΡ
ενθ
ςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!
Βησξ νε Εδχδθκ ςξ
LEGENDLG-013
ΡΗΣ∆
Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒ
Χ≅Μ≅ ΝΡΣ∆ΜΡΝΜ
7736 ΗΛΟ∆ΘΗ≅Κ ΓΗΦΓς≅Ξ+ ΡΤΗΣ∆ Γ
ΧΝςΜ∆Ξ+ Β≅ 8/131
GR-0812 POND CROSS SECTIONS
ΟΘΝΙ∆ΒΣ ΒΝΜΣ≅ΒΣΡ9
{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
KATHY CRAFT
2505 3RD AVE,
SUITE #324
SEATTLE, WA 98121
(206) 720-7001
{OWNER / AGENT}
FEDERAL WAY CAMPUS, LLC
TOM MESSMER
8847 IMPERIAL HIGHWAY, SUITE H
DOWNEY, CA 90242
{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. 20-101386-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
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.
”
GR-0913 T.E.S.C. AND GRADING NOTES AND DETAILS
TREE RETENTION PLANTR-014
\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
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.
04/18/2022
409.80HV105S
SS
D
P
P
PP
10 8
T
x x
x
xx
x
xx
x
TC.B.P
x x
x
xx
x
xx
x
D
S
COSP
COSP P
P
S
T
T
PP
P
P
T
T
PP
D
P
IR
S
T
T
COS
G
W
G
D
COS
S
T
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
T
PB
D
D
PB
PB
D
PB
W
D
D
D
D
D
D
D
D
T
T
T
S
P
W
W
D
D
S
SGATE µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 40
7/&
16080
Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18
(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−
ΚΝΝΟ ΘΝ≅
Χ
(PRIVATE ROAD)
ΚΝΝ
Ο
Θ
Ν
≅
Χ
(PRIVATE ROAD)
2
2
Θ
Χ
Ο
Κ
≅
Β
∆
Ρ
−
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 ROADGRAVEL PATHASPHALT PAVEMENTASPHALT PAVEMENT
ASPHALT WALK
{\Ff:\r13c4\com\fonts\romans|c0;LOT 1, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-102886-00-SU, RECORDED UNDER RECORDING NUMBER 20170210900007, IN KING COUNTY, WASHINGTON.}
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 (VACATED RIGHT OF WAY)S. 338TH STREET\pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451(VACATED RIGHT OF WAY)
29TH AVENUE S.
(VACATED RIGHT OF WAY)
31ST AVENUE S.(VACATED RIGHT OF WAY)S. 340TH STREET\pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451APPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 9201160717(VACATED RIGHT OF WAY)
30TH AVENUE S.15'OWNER:
FEDERAL WAY CAMPUS, LLC
8847 IMPERIAL HIGHWAY, SUITE H
DOWNEY, CA 90242
APPROXIMATE LOCATION OF15' X 15' TELEPHONE EASEMENTRECORDING NO. 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. 6693956(VACATED RIGHT OF WAY)
30TH AVENUE S.
GUARD RAIL
WIRE FENCE
GATE
CONCRETE WALK
A
44925
T
S
SGIRE DRETE
GNTE
FO IHSAW
T
ON
\pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451TRAIL
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
ASPHALTASPHALT
ASPHALT
WIRE FENCE
BURIED
COMMUNICATIO
NS EASEMENT
AND SEWER
EASEMENT
RECORD NO.
15'(VACATED RIGHT OF WAY)S. 342ND STREETDQ 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)
ς∆ΣΚ≅ΜΧΡ9
Β
Ο
,
0
Ψ
Ν
Μ
∆
Θ
Ρ
,
8
−
5
Ψ
Ν
Μ
∆
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\\016-0015\\plots\\clear and grade\\EX-01.dwg4/18/2022 2:37 PMPlotted:File:Plotted By: Brandon AvalosEVERETTFEDERAL 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 !≅!EXISTING CONDITIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016-0015
EX-01
LGB
JJH
04/19/2022
∆Ω,/0
1 02
Know what's below.
before you dig.Call
R
APPROVED
DATE
PERMIT NO. 20-101386-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
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.
04/18/2022
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
COS
SEPTIC DISTRIBUTION BOX
S
S SANITARY SEWER STUB MARKER POST
SV SEPTIC VENT
CO
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
G
OIL
P
P
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\\016-0015\\plots\\clear and grade\\LG-01.dwg4/18/2022 2:40 PMPlotted:File:Plotted By: Brandon AvalosEVERETTFEDERAL 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 !≅!LEGENDWASHINGTONCITY OF FEDERAL WAY1886-001-016-0015
LG-01
LGB
JJH
04/19/2022
ΚΦ,/0
2 02
GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTO
N
T E R ED
SG
ENG
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
BUILDING SETBACK LINEBSBL
Know what's below.
before you dig.Call
R
APPROVED
DATE
PERMIT NO. 20-101386-CO
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.
04/18/2022
TT
P
T
COS
G
W
G
D
COS
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
T
PB
W
D
AAA
AAAAAA AAAE002
C.B.
PP
PPPP
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18
(PUBLIC RIGHT OF WAY)
MINOR ARTERIAL (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ− 225ΣΓ ΡΣΘ∆∆Σ(PRIVATE ROAD)
SECTION 22
SECTION 21
ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−
50'
FORESTED
BUFFER
\A1;10.0' PROPOSED UTILITY EASEMENT
\A1;10.0' PROPOSED POWER EASEMENT
Λ≅Μ≅Φ∆Χ
ΕΝΘ∆ΡΣ
ΑΤΕΕ∆Θ
\A1;50.0' FORESTED BUFFER
ΚΝΝΟ ΘΝ≅Χ
(PRIVATE ROAD)
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.
A GENERAL MAINTENANCE PLAN WILL BE SUBMITTED WITH THE LAND MODIFICATION PERMIT (COMMERCIAL
GRADE AND FILL).
{NATIVE VEGETATION NOT WITHIN THE FORESTED BUFFER AND OUTSIDE OF GRADING LIMITS WILL BE LEFT
UNDISTURBED. }
ΣΘ∆∆ ΟΘ∆Ρ∆ΘΥ≅ΣΗΝΜ
FORESTED BUFFER
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
\pxqc;FUTURE POND EXPANSION
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\\016-0015\\plots\\clear and grade\\TR-01.dwg4/18/2022 2:54 PMPlotted:File:Plotted By: Brandon AvalosEVERETTFEDERAL 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 !≅!TREE RETENTION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016-0015
TR-01
LGB
JJH
04/19/2022
ΣΘ,/0
3 02
AR
ϑ∆Ξ Λ≅Ο
NOT TO SCALE
APPROVED
DATE
PERMIT NO. 20-101386-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
100.0'
FORESTED
BUFFER
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
ΤΜΧΗΡΣΤΘΑ∆Χ
Υ∆Φ∆Σ≅ΣΗΝΜ
\A1;10.0' EXISTING WATER EASEMENT
\pxqc;BUILDING B COMPLETED UNDER PERMIT NO. 22-100735-00 EN
FUTURE BUILDING A
FUTURE STORM DETENTION POND
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.
Know what's below.
before you dig.Call
R
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
(PUBLIC RIGHT OF WAY)
ς∆Ξ
∆
Θ
Γ
≅
∆
Τ
Ρ
∆
Θ
ς
≅
Ξ
Ρ
−
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTON
T E R ED
SG
EN G
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
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\\016-0015\\plots\\clear and grade\\GR-01.dwg4/18/2022 3:00 PMPlotted:File:Plotted By: Brandon AvalosEVERETTFEDERAL 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 !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016-0015
GR-01
LGB
JJH
04/19/2022
ΦΘ,/0
4 02
SEE SHEET GR-03 FOR CONTINUATION
STRIPPING = 22,005 CY
CUT = 73,299 CY
FILL = 50,512 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=236,966 SF
IMPERVIOUS AREA=436,471 SF
ΒΝΜΡΣΘΤΒΣΗΝΜ Ρ∆ΠΤ∆ΜΒ∆
1. PRE-CONSTRUCTION MEETING.
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 ENTRANCE(S).
6. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS.
7. CLEAR TO LIMITS SHOWN ON PLANS AND INSTALL INTERCEPTOR DITCHES.
8. CONSTRUCT SEDIMENT PONDS.
9. ROUGH GRADE PARKING AREA AND BUILDING PAD.
10. INSTALL SANITARY SEWER SYSTEM.
11. INSTALL STORM DRAINAGE SYSTEM AND STORMWATER CARTRIDGE FILTERS.
12. INSTALL DOMESTIC WATER SYSTEM.
13. INSTALL SEDIMENT BARRIERS OVER CATCH BASINS.
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. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF FEDERAL WAY
STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
20. 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.
21. 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.
22. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
23. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
24. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED,
HYDROSEEDED AND BMPS REMOVED IF APPROPRIATE.SEE SHEET GR-02 FOR CONTINUATIONΡΝΗΚΡ 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 22247-001-02
DATED: MARCH 9, 2017
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:
{·