20-101386-Civil Details-04-09-2020-V1NO.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\\construction plans\\DT-01.dwg3/19/2020 9:02 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 !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016
DT-01
LGB
JJH
03/23/2020
ΧΣ,/0
12 33
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
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H
\A1;PER PLAN 5'-6" MIN.
\A1;1/2"
\A1;9"\A1;6"\A1;9" MIN.
\A1;1" MIN.\A1;4" MIN..
4"MIN. (TYP.)
6" MIN. AT
DRIVEWAYS
1/2" MAX. AT
BLDG. DOORS.
NOTE:
CONC. SURFACING FINISH AND/OR PATTERN
PER LANDSCAPE PLANS
NOT TO SCALE
Β∆Λ∆ΜΣ ΒΝΜΒΘ∆Σ∆ ΡΗΧ∆ς≅Κϑ ςΗΣΓ ΗΜΣ∆ΦΘ≅Κ ΒΤΘΑ
\A1;18' PARKING STALL \A1;26' DRIVE AISLE \A1;18' PARKING STALL
SCALE: 1"=5'
Ο≅ΘϑΗΜΦ % ΧΘΗΥ∆ ≅ΗΡΚ∆ Ρ∆ΒΣΗΝΜ
2%VARIES 2%
03/20/2020
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\\construction plans\\DT-02.dwg3/19/2020 9:03 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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016
DT-02
LGB
JJH
03/23/2020
ΧΣ,/1
13 33
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
ΣΞΟΗΒ≅Κ 7−4&ω07& Ο≅ΘϑΗΜΦ
SCALE: 1"=20'
\A1;26' DRIVE AISLE
\A1;18'
\A1;8.5'\A1;18'
\A1;8.5'
03/20/2020
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\\construction plans\\DT-03.dwg3/20/2020 8:44 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 !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016
DT-03
LGB
JJH
03/23/2020
ΧΣ,/2
14 33
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
SEE DETAIL BELOW
EVENLY SPACED
(4) PLACES
HOOK CLAMPS SEE NOTE 1)
(24 BARS EVENLY SPACED,
TO UPPER & LOWER BANDS
LONG SMOOTH BARS WELDED
3/4" THICK x 4" WIDE,
OVERFLOW
FORMED TO FIT IN GROOVE
3/4" THICK x 4" WIDE
LOWER ALUMINUM BAND
OF C.B. RISER
NOTES:
1. FOR DIFFERENT DIAM. C.B.'S
STEPS PER
UPPER ALUMINUM BAND
3/4" x 4" WIDE
1.25'STDRD DWG 3-05
ELEV.=PER PLAN
18"
BARS EQUALLY
3/4"%%C SMOOTH
SPACED (4"O.C. MAX.)15%%DSEE NOTE 1(TYP.)Χ∆ΑΘΗΡ Β≅Φ∆ Χ∆Σ≅ΗΚ
NOT TO SCALE
ELEVATION PER PLAN
2. METAL PARTS: ALUMINUM.
BARS AROUND LOWER ALUMINUM
AND 7" O.C. MAX. SPACING OF
ADJUST DIMENSIONS TO MAINTAIN
2.0'
BAND.
PROVIDE MAINT. ACCESS
BY WELDING (4) CROSS
BARS TO (4) VERTICAL
BARS AS SHOWN. HINGE
UPPER ENDS W/ FLANGES/
BOLTS & PROVIDE LOCKING
MECHANISM (W/PADLOCK)
ON LOWER END. LOCATE
LADDER STEPS DIRECTLY
BELOW.
DEBRIS CAGE FLUSH OR
CONTRACTOR TO INSTALL
BELOW CONCRETE LIP
ΟΚ≅Μ ΥΗ∆ς
AND BELOW FINISH GRADE
NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE
6"%%c S.D. TO SURFACE
LENGTH AS REQUIRED
6"%%c 45%%d ELBOW
END PLUG
6"%%c 45%%d WYE
6"%%c S.D.
LENGTH AS REQ'D.
5!⋅ ∋Ρ−Χ−( ΒΚ∆≅ΜΝΤΣ
NOT TO SCALE
FLUSH WITH GRADE
6"%%c CAP
EXISTING OR PROPOSED GRADE
6"%%c S.D. VERIFY SLOPE WITH PLANS AND INVERTS
ΡΒ≅Κ∆9 0!<0/&
∋ΣΞΟ∆ !Φ! ΡΣΘ∆∆Σ(\A1;8'\A1;33' \A1;5.5'
EXISTING ASPHALT ROADWAY
VARIES
ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ Ρ∆ΒΣΗΝΜ ∆,∆
ΡΣ≅ΜΧ≅ΘΧ,ΧΤΣΞ ≅ΒΟ , ≅ΤΣΝΛΝΑΚΗ∆ ΧΘΗΥ∆ς≅ΞΡ ≅ΜΧ Ο≅ΘϑΗΜΦ ≅Θ∆≅Ρ
Γ∆≅ΥΞ,ΧΤΣΞ ≅ΒΟ , ≅Θ∆≅Ρ ΡΤΑΙ∆ΒΣ ΣΝ ΣΘΤΒϑ ΣΘ≅ΕΕΗΒ
ΟΒΒ Ο≅Υ∆Λ∆ΜΣ , ≅Θ∆≅Ρ ΡΤΑΙ∆ΒΣ ΣΝ Γ∆≅ΥΞ ΣΘΤΒϑ ΣΘ≅ΕΕΗΒ
2 INCHES OF HOT MIX ASPHALT, CLASS 1/2 INCH, PG 58-22.
4 INCHES OF CRUSHED SURFACING BASE COURSE.
3 INCHES OF HOT MIX ASPHALT, CLASS 1/ 2 INCH, PG 58-22.
6 INCHES OF CRUSHED SURFACING BASE COURSE.
6 INCHES OF CRUSHED SURFACING BASE COURSE
6 INCHES OF PCC PAVEMENT (28-DAY COMPRESSIVE STRENGTH OF 6,000 POUND PER SQUARE INCH [PSI] AND A MODULUS OF RUPTURE OF 600 PSI)
6" OF SUBBASE CONSISTING OF SELECT GRANULAR FILL TO PROVIDE UNIFORM GRADING AND PAVEMENT SUPPORT, TO MAINTAIN DRAINAGE, AND TO PROVIDE SEPARATION FROM FINE-GRAINED SUBGRADE SOIL.
NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION.
6" OF SUBBASE CONSISTING OF SELECT GRANULAR FILL TO PROVIDE UNIFORM GRADING AND PAVEMENT SUPPORT, TO MAINTAIN DRAINAGE, AND TO PROVIDE SEPARATION FROM FINE-GRAINED SUBGRADE SOIL.
NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION.
NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION.
NOT TO SCALE
Γ∆≅ΥΞ ΧΤΣΞ ΟΝΘΣΚ≅ΜΧ Β∆Λ∆ΜΣ
ΒΝΜΒΘ∆Σ∆ Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ
{NOTE:
}PROVIDE 3/4" DIAMETER SMOOTH DOWELS AT ALL CONSTRUCTION JOINTS
AT 12" O.C. EXTENDING 60' FROM FACE OF BUILDING.
\A1;PER PLAN (10' TYP)
2%
{NOTES:
}1. CEMENT CONCRETE SHALL BE CLASS 4,000 PSI.
2. COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY.
3. EXPANSION JOINTS CONSISTING OF 3/8" BY 6" PREMOLDED JOINT MATERIAL SHALL BE
PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED BY THE ARCHITECTURAL PLANS. {1/4"
EDGE GROOVE SHALL BE PROVIDED AT JOINT EDGES.
4. SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS.}
NOT TO SCALE
Γ∆≅ΥΞ ΧΤΣΞ Β∆Λ∆ΜΣ
ΒΝΜΒΘ∆Σ∆ ΗΜ Ο≅Υ∆Λ∆ΜΣ ≅Θ∆≅
2%
03/20/2020
Ε,Ε 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\\construction plans\\DT-04.dwg3/20/2020 7:52 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 !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016
DT-04
LGB
JJH
03/23/2020
ΧΣ,/3
15 33
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTON
T E R ED
SG
ENG
NEE
EFOR
P
TS
SS
TA
ER
N
A
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G
H
2%2%
SCALE: 1"=5'
ΧΘΗΥ∆ς≅Ξ ≅ΒΒ∆ΡΡ Ρ∆ΒΣΗΝΜ Ε,Ε
\A1;15'\A1;15'
CURB RAMP DETAIL
SCALE: 1"=5'
CURB RAMP #8
SPOT ELEVATION CHART
POINT ELEVATION
A 400.80 (@ FL)
B 400.77 (@ FL)
C 401.10
D 401.07
A
µ
CURB RAMP #9
SPOT ELEVATION CHART
POINT ELEVATION
A 403.04 (@ FL)
B 403.05 (@ FL)
C 403.49
D 403.50
\A1;5'\A1;6'\A1;5'\A1;6'B
C
D
A
B
C
D
5%
5%
0.2%7.5%7.5%0.2%
0.6%
0.6%
03/20/2020