21-100325-Clearing_Grading_Plan-01-29-2021-V1G
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NO.DESCRIPTION/DATE BY
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DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0011\\plots\\Construction Plans\\GR-01.dwg1/28/2021 6:51 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 1/4≅ 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
GR-01
LGB
JJH
01/29/2021
ΦΘ,/0
4 20
APPROVED
DATE
PERMIT NO. xx-xxxxxx-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
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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. 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.
%%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
01/29/2021
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ETRAB
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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\\Construction Plans\\GR-02.dwg1/28/2021 7:14 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 1/4≅ 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
GR-02
LGB
JJH
01/29/2021
ΦΘ,/1
5 20
APPROVED
DATE
PERMIT NO. xx-xxxxxx-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
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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
ϑ∆Ξ Λ≅Ο
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01/29/2021
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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\\Construction Plans\\GR-03.dwg1/25/2021 12:58 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
GR-03
LGB
JJH
01/29/2021
ΦΘ,/2
6 20
APPROVED
DATE
PERMIT NO. xx-xxxxxx-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
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
01/29/2021
SSS
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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\\Construction Plans\\GR-04.dwg1/26/2021 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!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
GR-04
LGB
JJH
01/29/2021
ΦΘ,/3
7 20
APPROVED
DATE
PERMIT NO. xx-xxxxxx-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
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'
01/29/2021
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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\\Construction Plans\\GR-05.dwg1/25/2021 2:01 PMPlotted: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 1/4≅ 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
GR-05
LGB
JJH
01/29/2021
ΦΘ,/4
8 20SEE 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
ΑΑ
APPROVED
DATE
PERMIT NO. xx-xxxxxx-CO
CITY OF FEDERAL WAY INSPECTION 253-835-2700
Know what's below.
before you dig.Call
R
ϑ∆Ξ Λ≅Ο
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SEE SHEET GR-03 FOR CONTINUATION
Β
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01/29/2021
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
10 31
ROCK-LINED CONSTRUCTION ENTRANCE DETAIL
EROSION/SEDIMENTATION CONTROL NOTES:
INLET PROTECTION DETAIL
INTERCEPTOR SWALE w/ ROCK CHECK DAM
WET SEASON SPECIAL PROVISIONS
A
A
B
B
SEDIMENT POND
OUTFALL ROCK LINED
RIP-RAP PAD DETAIL
TYPICAL ORANGE FABRIC FENCE DETAIL
GENERAL NOTES
”
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01/29/2021