22-100735-Clearing_Grading Plan-02-16-2022-V1ΡΓ∆∆Σ ΝΕ
∆ΡΛ ΙΝΑ ΜΝ− 0775,//0,/05,//00
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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.dwg2/15/2022 12:38 PMPlotted:File:Plotted By: Jeff Hiiva223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4
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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 RDHORIZONTAL CONTROL, SITE & UTILITY PLANST-01
T.E.S.C. AND GRADING PLANGR-01 - GR-05
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LEGENDLG-013
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Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒ
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ΚΝΡ ≅ΜΦ∆Κ∆Ρ+ Β≅ 8//14
GR-0611 T.E.S.C. AND GRADING NOTES AND DETAILS
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.
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-015
02/17/2022
409.80HV105S
SS
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P
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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≅
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ΚΝΝ
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2
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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
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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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COMMUNICATIO
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AND SEWER
EASEMENT
RECORD NO.
15'
DP CATEGORY III 300 SF
DQ CATEGORY III 703 SF
DR CATEGORY III 3,240 SF
DT CATEGORY III 2,430 SF
DU CATEGORY III 373 SF (TO BE FILLED OFFSITE)
DW CATEGORY III 446 SF (TO BE FILLED OFFSITE)
DX CATEGORY III 392 SF (TO BE FILLED OFFSITE)
DZ CATEGORY III 59 SF (TO BE FILLED OFFSITE)
EB CATEGORY III 1,601 SF (TO BE FILLED)
EC CATEGORY III 821 SF
ED CATEGORY III 3,234 SF (TO BE FILLED PORTIONS OFFSITE)
EE CATEGORY III 1,881 SF (TO BE FILLED)
EF CATEGORY III 1,115 SF
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NO.DESCRIPTION/DATE BY
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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\\EX-01.dwg2/15/2022 12:31 PMPlotted: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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02/16/2022
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DATE
PERMIT NO.
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.
02/17/2022
ABBREVIATIONSLEGEND
Federal Way, WA 9800333400 8th Ave S, Suite 205FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "B"LG-01
3 11
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02/17/2022
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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\\ST-01.dwg2/14/2022 8:25 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!HORIZONTAL CONTROL, SITE & PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016-0011
ST-01
LGB
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02/16/2022
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ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0
CITY OF FEDERAL WAY ZONING
\A1;10.0' PROPOSED POWER EASEMENT
\A1;15.0' STORM DRAINAGE EASEMENT
\A1;50.0' FORESTED BUFFER
\A1;100.0' FORESTED BUFFER
\A1;EX. 15.0' SANITARY SEWER EASEMENT
\A1;R=20'
ΝΟ,1 ΨΝΜ∆
APPROVED
DATE
PERMIT NO.
Know what's below.
before you dig.Call
R
PARCEL NO: 614260-0200
ZONING: CP-1
CONSTRUCTION: UNLIMITED
USE: WAREHOUSE AND OFFICE
PARKING: 245 CAR STALLS (8 ADA ACCESSIBLE),
ΡΗΣ∆ Χ≅Σ≅9
PARKING STALLS:
245 STANDARD=8.5'X18' (MIN)
AISLE WIDTH: 26' (TYP)
ΟΘΝΙ∆ΒΣ ΡΣ≅ΣΗΡΣΗΒΡ9
\A1;26.0'
\A1;5.0' CONCRETE SIDEWALK (TYP)
\A1;8.5'
\A1;18.0'
\A1;26.0'
\A1;26.0'
\A1;26.0'
\A1;8.5'\A1;18.0'\A1;8.5'
\A1;18.0'
\A1;26.0'\A1;R=20'\A1;R=20'\A1;R=20'\A1;R=60'\A1;26.0'
\A1;26.0'
\A1;26.0'
\A1;60'
\A1;70'
\A1;8.5'
\A1;18.0'
\A1;5.0' PEDESTRIAN PATH
\A1;8.5'
\A1;18.0'
\A1;8.5'
\A1;18.0'
\A1;52.0'
\A1;8.5'
\A1;18.0'
\A1;15.0'
\pxqc;BUILDING A COMPLETED UNDER PERMIT NO. 20-101386-CO
STORM DETENTION POND
\pxqc;FRONTAGE IMPROVEMENTS COMPLETED UNDER BUILDING A PERMIT NO. 20-101386-CO
\A1;R=60'
\A1;R=34'\A1;R=20'\A1;R=20'\A1;R=20'\A1;R=60'\A1;R=15'\A1;R=41'\A1;R=20'
\A1;R=250'\A1;R=250'\A1;R=250'\A1;R=5'
\A1;R=5'
\A1;R=80'
\A1;R=5'\A1;R=5'\A1;R=34'\A1;R=60'\A1;R=60'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
02/17/2022
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SECTION 22
SECTION 21
LANDSCAPE ARCHITECT
LEANNE D. KUHLMAN
CERTIFICATE No. 743
WASHINGTON
REGISTERED
STATE OF
1. 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.
2. NATIVE VEGETATION NOT WITHIN THE MANAGED FOREST BUFFER AND OUTSIDE OF GRADING LIMITS WILL BE LEFT
UNDISTURBED. {
}
3. 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.dwg2/14/2022 6:29 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
CJR
02/16/2022
ΣΘ,/0
4 00
APPROVED
DATE
PERMIT NO.
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. 20-101386-CO
104+615 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 282−// , 285−3/
STORM DETENTION POND
02/17/2022
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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.dwg2/14/2022 7:05 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
CJR
02/16/2022
ΦΘ,/0
5 00
APPROVED
DATE
PERMIT NO.
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
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4020
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
104+615 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 282−// , 285−3/
\A1;5.0' CONCRETE SIDEWALK (TYP.)
SEE SHEET GR-03 FOR CONTINUATION SEE SHEET GR-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο
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\pxqc;BUILDING A COMPLETED UNDER PERMIT NO. 20-101386-CO
SCALE: 1"=10'
Χ∆Σ≅ΗΚ ≅
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.
02/17/2022
COS
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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.dwg2/14/2022 7:16 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
CJR
02/16/2022
ΦΘ,/1
6 00
APPROVED
DATE
PERMIT NO.
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
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:
{· }PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH FUTURE BUILDINGS AND
PAVEMENT
{· }ROCKERIES OVER 4 FEET AND THE ASSOCIATED GEOGRID PLACEMENT, AND
CONSTRUCTION
{· }ANY SLOPES 3 TO 1 AND STEEPER
5. WHERE NEW STRUCTURAL FILL WILL BE PLACED ON SLOPES STEEPER THAN 5H:1V, THE
FILL SHOULD BE KEYED AND BENCHED INTO SUITABLE UNDERLYING NATIVE SOILS PER
∂
∂
∂
\A1;5.0' CONCRETE SIDEWALK (TYP.)
104+615 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 282−// , 285−3/
\pxqc;WETLAND DT (CAT. III)SEE SHEET GR-01 FOR CONTINUATIONSEE SHEET GR-04 FOR CONTINUATION
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\pxqc;BUILDING A COMPLETED UNDER PERMIT NO. 20-101386-CO
SCALE: 1"=10'
Χ∆Σ≅ΗΚ Χ
SCALE: 1"=10'
Χ∆Σ≅ΗΚ Α
SCALE: 1"=10'
Χ∆Σ≅ΗΚ Β
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.
02/17/2022
TTTT
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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-03.dwg2/14/2022 7:54 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-03
LGB
CJR
02/16/2022
ΦΘ,/2
7 00
APPROVED
DATE
PERMIT NO.
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
Know what's below.
before you dig.Call
R
104+615 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 282−// , 285−3/
\A1;5.0' CONCRETE SIDEWALK (TYP.)
SEE SHEET GR-01 FOR CONTINUATION
SEE SHEET GR-04 FOR CONTINUATIONΚΝΝΟ
ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο
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SEE SHEET GR-05 FOR CONTINUATION
SCALE: 1"=10'
Χ∆Σ≅ΗΚ ∆
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.
02/17/2022
S
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H=13.3'H=10.6'H=8.9'H=7.8'H=12.7'H=13.5'H=13.5'H=10.6'N
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T E R ED
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ENG
NEE
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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-04.dwg2/14/2022 8:06 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-04
LGB
CJR
02/16/2022
ΦΘ,/3
8 00
APPROVED
DATE
PERMIT NO.
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
Know what's below.
before you dig.Call
R
104+615 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 282−// , 285−3/
104+615 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 282−// , 285−3/
\A1;5.0' CONCRETE SIDEWALK (TYP.)
SEE VIEW AT LEFT FOR CONTINUATION
Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ
BOTTOM WIDTH
BOTTOM LENGTH
TOP WIDTH
TOP LENGTH
SIDE SLOPES
OVERFLOW ELEV.
TOP RISER PIPE ELEV
BOTTOM ELEV
17'
135'
59'
177'
3:1 (TYP.)
388.5
387.5382.5
TOP POND ELEV
ORIFICE DIAMETER (IN)
RISER SIZE (IN)
389.5
3.58"12"
POND DEPTH 7'
SURFACE AREA REQUIRED 7,663 SF
SURFACE AREA PROVIDED 7,755 SF
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
BOTTOM=382.503:1TOP=389.50
3:1\A1;4.0'\A1;177.0'
\A1;135.0'
Α Α
\A1;17.0'
SEE SHEET GR-02 FOR CONTINUATION
SEE VIEW AT RIGHT FOR CONTINUATION
SEE SHEET GR-03 FOR CONTINUATION≅
≅
\A1;59.0'
\A1;177.0'
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅
Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α
\A1;59.0'
\A1;4.0'\A1;4.0'3:1BOTTOM=382.50
TOP=389.50
ϑ∆Ξ Λ≅Ο
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LENGTH TO WIDTH 3:1
SPILLWAY WIDTH 6'
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.
02/17/2022
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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-05.dwg2/15/2022 2:48 PMPlotted: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-05
LGB
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02/16/2022
ΦΘ,/4
0/00SEE SHEET GR-04 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;6.0' BENCH
\A1;100.0' FORESTED BUFFER
\A1;15.0' GRAVEL ACCESS ROAD
\A1;6.0' BENCH
\A1;15.0' ACCESS ROAD
APPROVED
DATE
PERMIT NO.
Know what's below.
before you dig.Call
R
ϑ∆Ξ Λ≅Ο
NOT TO SCALEAAAAAAAAA
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E002E002
E002AAAE002
µ
SEE SHEET GR-03 FOR CONTINUATION
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.
≅ΘΛΝΘ∆Χ ∆Λ∆ΘΦ∆ΜΒΞ ΡΟΗΚΚς≅Ξ Χ∆Σ≅ΗΚ
EL. = 383.0
EXISTING GROUND 2'
TOP OF POND EMBANKMENT
FRONT VIEW
3
1 1
3
SYNTHETIC INDUSTRIES 451
SIDE VIEW
GEOTEXTILE FABRIC
OR EQUIVALENT
PER PLAN
SPILLWAY OVERFLOW ELEVATION
NOT TO SCALE
EL. = 384.0
FLOW DIRECTION
PER W.S.D.O.T. STD.
SPEC. 9-27.3
GABION CRIBBING
COMPACT TILL APPROACH
\pxqc;STORM DETENTION POND TO SERVE AS SECONDARY TEMPORARY SEDIMENT POND DURING CONSTRUCTION
02/17/2022
C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "B"GR-06
11 11
ROCK-LINED CONSTRUCTION ENTRANCE DETAIL
EROSION/SEDIMENTATION CONTROL NOTES:
INLET PROTECTION DETAILINTERCEPTOR SWALE w/ ROCK CHECK DAM
WET SEASON SPECIAL PROVISIONS
A
A
B
B
SEDIMENT POND
TYPICAL ORANGE FABRIC FENCE DETAIL
Know what's below.
before you dig.Call
R
WHEEL WASH DETAIL
TEMPORARY N.G.P.E. FENCE DETAIL
02/17/2022