21-102555-Site Plan-07-27-2021-V1No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:07/27/21 | 1:56 PM | THU.LAMC:\PW_WORKING\WASTATE\PARSONS_EPW25112\DMS14477\F200-L10-CXP806.DWGFACILITY ID:
F200 FEDERAL WAY LINK EXTENSION
CONTRACT NUMBER RTA/CN 0009-17
ANGLE LAKE STATION TO FEDERAL WAY TRANSIT CENTER
PACKAGE #
F200-L10-CXP806
AHJ:
ISSUED FOR CONSTRUCTIONC. FERRIS
J. SPATHELF
R. ADAMS
C. FERRIS G. ORSOLINI 05/18/2021 J. KALVELAGE 05/18/2021
1"=20'
RTA/CN 0009-17
05/18/2021
CIVIL
DEMOLITION AND REMOVAL PLAN
PORTABLE CLASSROOM RELOCATION
L10-CXP806
L10
15 A
EXISTING SCHOOL
BUILDING
(TO REMAIN)
N
20 40
SCALE IN FEET
01020
(1" = 20')
NOTES:
1.REMOVAL OF MISCELLANEOUS MATERIALS (IE:
METAL/PLASTIC LANDSCAPE EDGING, ROCKS, GRAVEL,
ETC.) SHALL BE INCLUDED IN THE COST OF REMOVAL
OF LANDSCAPE MATERIAL (CLEARING & GRUBBING)
2.FOR CIVIL GUIDEWAY GRADING, SEE GRADING
DRAWINGS L10-CGP200 SERIES, PACKAGE #S3.10
3.FOR DRAINAGE, SEE DRAINAGE PLAN DRAWINGS
L10-CDP800 SERIES
4.FOR TRACK, SEE TRACK PLAN AND PROFILE
DRAWINGS L10-KAP200 SERIES, PACKAGE #CW01
5.FOR COMPLETE LIST OF DEMO AND REMOVAL NOTES,
SEE SHEET L10-CZN202, PACKAGE #S2.09B.
6.FOR HATCHING LEGEND SEE SHEET GEN-GZN062
DEMOLITION AND REMOVAL NOTES:
REMOVE ASPHALT CONCRETE PAVEMENT
REMOVE CURB AND GUTTER
REMOVE CEMENT CONCRETE SIDEWALK
SAWCUT EXISTING PAVEMENT
REMOVE CHAIN LINK FENCE, GATE, POST AND
FOUNDATION
REMOVE TREES, LANDSCAPING, AND VEGETATION
13
16
18
20
27
33
EXISTING
PROPERTY LINE
EXISTING SCHOOL
BUILDING
(TO REMAIN)
1333
13
13
16
27
20
20
18
33
16
20
13
16
EXISTING SCHOOL
BUILDING
(TO REMAIN)
EXISTING SCHOOL
BUILDING
(TO REMAIN)
POR
T
A
B
L
E
CLA
S
S
R
O
O
M
(REL
O
C
A
TI
O
N
SI
T
E)
EXISTING SCHOOL
BUILDING
(TO REMAIN)
33
20
S3.14 MARK TWAIN ELEMENTARY RESTORATIONCITY OF FEDERAL WAY MATCHLINE: SEE DWG L10-CXP805MATCHLINE: SEE DWG L10-CXP807
ISSUED FOR CONSTRUCTIONCFNPCF05/18/20210
NDC00209: SITE MODS FOR LARGER PORTABLECFRACF07/28/2021A
13
20
20105684COLIN P A T R I CK F
E
RRISR
EGIST E R E DPRO
FE
SSIONA L E N G IN EERSTATE O F W ASHI
NGTONA
DRAWING
TO ENTIRE
REVISIONS
18
13
20
13
XX
X
X X2
3 4
56
7
8
9
10
1112
13
14
15
16
17
18
19
20
21
22
23
24
25
27
28
29
30
32
33
34
35 36NO PARKING - FIRE LANENO
P
A
R
KI
N
G -
FI
R
E
L
A
N
E NOPARKFIRELANEING -26 33+
0
9
30+00 31+00 32+
0
0
33+00
37
1
38
39
4950
51
52
54
53
FENCE CORNER
31+27.61, 6.66' LT
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:07/27/21 | 3:21 PM | THU.LAMC:\PW_WORKING\WASTATE\PARSONS_EPW25112\DMS14477\F200-L10-CSP806.DWGFACILITY ID:
F200 FEDERAL WAY LINK EXTENSION
CONTRACT NUMBER RTA/CN 0009-17
ANGLE LAKE STATION TO FEDERAL WAY TRANSIT CENTER
PACKAGE #
F200-L10-CSP806
AHJ:
ISSUED FOR CONSTRUCTIONC. FERRIS
C. FERRIS
R. ADAMS
C. FERRIS G. ORSOLINI 05/18/2021 J. KALVELAGE 05/18/2021
1"=20'
RTA/CN 0009-17
05/18/2021
CIVIL
SITE IMPROVEMENT PLAN
PORTABLE CLASSROOM RELOCATION
L10-CSP806
L10
19 A
SCHOOL BUILDING
R=5.0'
SEE NOTE 5
R=40.0'
SEE NOTE 5
R=15.0'
SEE NOTE 5
R=2.0'
SEE NOTE 5
PROPOSED FENCE
PROPOSED LANDSCAPE WALL R805-R.06
SAWCUT LINE
N
20 40
SCALE IN FEET
01020
(1" = 20')
PORTABLE
CLASSROOM
(SEE NOTE 6)
SCHOOL BUILDING
R=46.0'
SEE NOTE 5
R=2.0'
SEE NOTE 5
END FENCE
(MATCH EXISTING)
N: 333487.45
E: 1477014.48
EXISTING
PROPERTY LINE
BEGIN FENCE
(MATCH EXISTING)
N: 333392.00
E: 1476923.21
N: 333495.56
E: 1477074.87
N: 333275.96
E: 1476865.69
PORTABLE CLASSROOM RELOCATION
SITE LAYOUT STAKING
REFERENCE LINE
NOTES:
1.FOR GENERAL NOTES, CONSTRUCTION NOTES, AND SYMBOLS, SEE DRAWING GEN-GZN800
SERIES.
2.FOR CIVIL GUIDEWAY GRADING, SEE GRADING DRAWINGS L15-CGP200 SERIES, PACKAGE
#S3.10.
3.FOR DRAINAGE, SEE DRAINAGE PLAN DRAWINGS L10-CDP800 SERIES.
4.FOR TRACK, SEE TRACK PLAN AND PROFILE DRAWINGS L10-KAP200 SERIES, PACKAGE #CW.01.
5.CURB RADII AND CURB POINT DATA SHOWN ARE MEASURED TO FACE OF CURB AT THE
FLOWLINE.
6.PORTABLE CLASSROOM, FOUNDATION AND SERVICE LINE CONNECTION DESIGN BY OTHERS.
7.VERTICAL POINT DATUM IS NAVD88. AS-BUILT VERTICAL POINTS SHALL BE CONVERTED TO
NGVD OR KCAS-29, AS REQUIRED BY THE CITY OF FEDERAL WAY.
8.ALL NEW PLANTING AREAS OR PLANTING AREAS TO REMAIN SHALL BE PREPARED AND
PLANTED PER SECTION 32 90 00 - PLANTING AND SECTION 32 92 00 - TURF AND GRASSES.
SEED MIX SHALL BE LAWN SEED MIX SEEDED AT A MINIMUM RATE OF 8 LBS/1000 SF OR
GREATER IF RECOMMENDED BY SUPPLIER.
S3.14 MARK TWAIN ELEMENTARY RESTORATIONCITY OF FEDERAL WAY MATCHLINE: SEE DWG L10-CSP8053
L10-CSD800CURB AND GUTTER - SPILL
CURB AND GUTTER
3
L10-CSD800
CURB AND GUTTER
3
L10-CSD800
ISSUED FOR CONSTRUCTIONCFNPCF05/18/20210
NDC00209: SITE MODS FOR LARGER PORTABLECFRACF07/28/2021A
SEED MIX TABLE
SEED TYPE PROPORTIONS BY WEIGHT PERCENT PURITY PERCENT GERMINATION
PERENNIAL RYE (TRIUMPH 3-WAY BLEND)70%98%90%
FINE FESCUE 20%98%90%
KENTUCKY BLUEGRASS 10%98%90%
20105684COLIN P A T R I CK F
E
RRISR
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONDRAWING
TO ENTIRE
REVISIONS
A
PORTABLE CLASSROOM
RELOCATION SITE LAYOUT STAKING
DATA
NO.STATION (OFFSET)ELEV
1 31+63.26 (37.58 R)361.52
2 32+02.13 (39.09 R)363.20
3 31+56.52 (39.63 R)361.20
4 31+70.13 (37.58 R)361.86
5 31+56.46 (46.64 R)361.41
6 31+49.73 (41.70 R)360.98
7 31+11.76 (44.33 R)360.00
8 31+12.85 (37.42 R)359.36
9 31+63.19 (30.83 R)360.97
10 32+11.81 (31.19 R)363.15
11 32+12.26 (39.37 R)363.60
12 32+02.13 (37.58 R)363.18
13 31+67.84 (30.83 R)361.19
14 31+68.59 (16.67 R)360.96
15 31+70.69 (14.78 R)361.00
16 31+75.99 (15.05 R)361.24
17 31+77.88 (17.14 R)361.39
18 31+77.09 (30.83 R)361.66
19 30+87.74 (18.34 R)357.41
20 31+27.68 (5.63 L)358.84
21 31+51.74 (10.60 L)358.58
22 31+63.66 (12.15 L)358.83
23 32+26.17 (11.95 L)362.71
24 32+55.87 (26.60 L)364.29
25 32+50.04 (15.96 L)363.82
26 31+56.28 (65.25 R)362.43
27 32+11.79 (65.25 R)363.55
28 31+52.17 (4.67 L)359.68
29 32+27.12 (3.58 L)362.94
30 32+58.55 (24.68 L)363.95
31 32+60.00 (26.08 L)363.94
32 30+55.40 (16.73 R)354.55
33 30+57.19 (14.91 R)355.02
34 30+63.54 (11.59 R)355.57
35 30+83.12 (11.44 R)357.06
36 30+87.90 (16.40 R)357.59
37 31+49.79 (46.78 R)361.27
38 31+56.28 (72.25 R)362.51
39 32+11.76 (72.25 R)363.38
49 32+02.13 (65.25 R)362.69
50 31+70.13 (45.58 R)361.86
51 31+87.13 (37.59 R)361.86
52 31+70.13 (65.24 R)362.69
53 32+02.13 (72.25 R)362.69
54 32+02.13 (30.83 R)362.59
7
.0
0
'
15.0
0'
NO PARKING - FIRE LANENO
P
A
R
KI
N
G -
FI
R
E
L
A
N
E NOPARKFIRELANEING -XX
X
X XNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:07/27/21 | 2:00 PM | THU.LAMC:\PW_WORKING\WASTATE\PARSONS_EPW25112\DMS14477\F200-L10-CMP806.DWGFACILITY ID:
F200 FEDERAL WAY LINK EXTENSION
CONTRACT NUMBER RTA/CN 0009-17
ANGLE LAKE STATION TO FEDERAL WAY TRANSIT CENTER
PACKAGE #
F200-L10-CMP806
AHJ:
ISSUED FOR CONSTRUCTIONC. FERRIS
J. SPATHELF
R. ADAMS
C. FERRIS G. ORSOLINI 05/18/2021 J. KALVELAGE 05/18/2021
1"=20'
RTA/CN 0009-17
05/18/2021
CIVIL
PAVEMENT MARKING AND SIGNING PLAN
PORTABLE CLASSROOM RELOCATION
L10-CMP806
L10
23 A
1.FOR GENERAL NOTES, CALLOUT LEGEND AND PAVEMENT MARKING
NOTES SEE DRAWING L10-CMS800.
2.FOR SIGN CODES SEE DRAWING L10-CMS800 FOR DETAIL SIGN
SCHEDULE.
3.THE TOTAL NUMBER OF PROPOSED PARKING STALLS SHALL MATCH
THE EXISTING NUMBER OF PARKING STALLS.
GENERAL NOTES:
R-X
X
XXXX
TRAFFIC SIGN ON POST
SIGN REMOVAL
SIGN CALL OUT
PAVEMENT MARKING CALL OUT
EXISTING SIGNS TO REMAINE-X
RR-X SIGN REMOVE AND REPLACE
MATERIAL OPTIONS
P = PAINT
T = THERMOPLASTIC
U = THERMOPLASTIC WITH RPM SUPPLEMENT
R = RPM
L = PAINT WITH RPM SUPPLEMENT
M = PROFILED METHYL METHACRYLATE (MMA)
F = FLAT MMA
COLOR OPTIONS
W = WHITE
Y = YELLOW
R = RED
B = BLUE
G = GREEN
PW201
PW202
PW203
PW204
PW205
PW206
PW207
PW208
EXISTING SCHOOL
BUILDING
(TO REMAIN)
EXISTING BUILDING
(TO REMAIN)
EXISTING BUILDING
(TO REMAIN)
EXISTING BUILDING
(TO REMAIN)
EXISTING SCHOOL
BUILDING
(TO REMAIN)
EXISTING SCHOOL
BUILDING
(TO REMAIN)
POR
T
A
B
L
E
CLA
S
S
R
O
O
M
(REL
O
C
A
TI
O
N
SI
T
E)
N
20 40
SCALE IN FEET
01020
(1" = 20')
8.50'18.00
'
1
8
.
0
0
'
S3.14 MARK TWAIN ELEMENTARY RESTORATIONCITY OF FEDERAL WAY MATCHLINE: SEE DWG L10-CMP805PY209
ISSUED FOR CONSTRUCTIONCFNPCF05/18/20210
NDC00209: SITE MODS FOR LARGER PORTABLECFRACF07/28/2021A
20105684COLIN P A T R I CK F
E
RRISR
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
N
GTONA
LANDSCAPE WALL
SEE SHEET L10-SWP806
PROPOSED CURB
AND GUTTER
PROPOSED CONCRETE
SIDEWALK EXTENSION
PORTABLE
CLASSROOM STAIRS
(BY OTHERS)
FENCE R = 47.50'
PROPOSED FENCE
EXISTING PROPERTY LINE
PROPOSED WIDENING
XX
X
X XPROPOSED MEDIAN
ADA
R
A
M
P
1:
1
2
S
L
O
P
E
(BY O
T
H
E
R
S)
POR
T
A
B
L
E
CLA
S
S
R
O
O
M
(REL
O
C
A
TI
O
N
SI
T
E)3603553503453653
6
0360355360360360FENCE R = 36.85'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:07/27/21 | 2:11 PM | THU.LAMC:\PW_WORKING\WASTATE\PARSONS_EPW25112\DMS14477\F200-L10-CGP806.DWGFACILITY ID:
F200 FEDERAL WAY LINK EXTENSION
CONTRACT NUMBER RTA/CN 0009-17
ANGLE LAKE STATION TO FEDERAL WAY TRANSIT CENTER
PACKAGE #
F200-L10-CGP806
AHJ:
ISSUED FOR CONSTRUCTIONC. FERRIS
J. SPATHELF
R. ADAMS
C. FERRIS G. ORSOLINI 05/18/2021 J. KALVELAGE 05/18/2021
1"=20'
RTA/CN 0009-17
05/18/2021
CIVIL
GRADING PLAN
PORTABLE CLASSROOM RELOCATION
L10-CGP806
L10
26 A
N
20 40
SCALE IN FEET
01020
(1" = 20')
S3.14 MARK TWAIN ELEMENTARY RESTORATIONCITY OF FEDERAL WAY
NOTES:
1.FOR GENERAL NOTES, CONSTRUCTION NOTES,
AND SYMBOLS, SEE DRAWING GEN-GZN800 SERIES.
2.FOR CIVIL GUIDEWAY GRADING, SEE GRADING
DRAWINGS L15-CGP200 SERIES, PACKAGE #S3.10.
3.FOR DRAINAGE, SEE DRAINAGE PLAN DRAWINGS
L10-CDP800 SERIES.
4.FOR TRACK, SEE TRACK PLAN AND PROFILE
DRAWINGS L10-KAP200 SERIES, PACKAGE #CW.01.MATCHLINE: SEE DWG L10-CGP805ISSUED FOR CONSTRUCTIONCFNPCF05/18/20210
NDC00209: SITE MODS FOR LARGER PORTABLECFRACF07/28/2021A
20105684COLIN P A T R I CK F
E
RRISR
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
N
GTONA
DRAWING
TO ENTIRE
REVISIONS
WALL STATION
320
340
360
380
400
320
340
360
380
400
360
380
356.55360.7510+00 355.71360.0610+20 356.13359.7810+28VERT PI 30+00 31+00 32+00 33+00
POE
L10-R806 31+42.40, 10.55' LT
STAKING REFERENCE LINE L10-R806
POB
L10-R806 31+69.18, 14.68' LT
PI
L10-R806 31+66.30, 14.70' LT
PI
L10-R806 31+57.76, 14.36' LT
PI
L10-R806 31+45.05, 11.27' LT
350
345
340360355
PI
L10-R806 31+55.36, 14.01' LT
PI
L10-R806 31+63.69, 14.71' LT
PI
L10-R806 31+62.21, 14.67' LT
PI
L10-R806 31+60.72, 14.63' LT
PI
L10-R806 31+52.98, 13.53' LT
PI
L10-R806 31+50.02, 12.76' LT
PI
L10-R806 31+43.73, 10.90' LT
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:07/27/21 | 2:22 PM | THU.LAMC:\PW_WORKING\WASTATE\PARSONS_EPW25112\DMS14477\F200-L10-SWP806.DWGFACILITY ID:
F200 FEDERAL WAY LINK EXTENSION
CONTRACT NUMBER RTA/CN 0009-17
ANGLE LAKE STATION TO FEDERAL WAY TRANSIT CENTER
PACKAGE #
F200-L10-SWP806
AHJ:
ISSUED FOR CONSTRUCTIONC. FERRIS
J. SPATHELF
R. ADAMS
C. FERRIS G. ORSOLINI 05/18/2021 J. KALVELAGE 05/18/2021
1"=20'
RTA/CN 0009-17
05/18/2021
STRUCTURES
WALL R806-L.06
PLAN, ELEVATION & SCHEDULES
L10-SWP806
L10
55 A
S3.14 MARK TWAIN ELEMENTARY RESTORATION
20 40
SCALE IN FEET
01020
(1" = 20')
BOTTOM OF WALL
(SEE NOTE 3)
FINISHED G/L
LOWER
TOP OF WALL
SCALE: 1" = 20'
PLAN
DEVELOPED ELEVATION - WALL R806-L.06
SCALE: 1" = 20'
GENERAL NOTES:
1.WALL HORIZONTAL ALIGNMENT AND WALL WORK LINE ARE AT THE EXPOSED FACE OF WALL.
2.TOP OF WALL/BOTTOM OF WALL ELEVATION SHOWN IN PROFILE VIEW
3.WALL EMBEDMENT SHALL BE AS DESIGNED PER GEOTECHNICAL REPORT AND MANUFACTURER'S
SUPPLIED DESIGN. EMBEDMENT MAY BE DEEPER THAN 2 FEET
4.WALL SHALL BE PER WSDOT DIVISION 8-24 AND WALL MANUFACTURER SPECIFICATION
5.WALL MAY BE BUILT USING CORDED SECTIONS OR RADIAL GEOMETRY
6.WALL FINISH SHALL MATCH EXISTING MARK TWAIN ELEMENTARY SITE WALLS.
7.FOR WALL TYPICAL SECTION, SEE SHEET L10-SWX800.
CITY OF FEDERAL WAY
EXISTING PROPERTY LINE
WALL R806-L.06
EXPOSED FACE OF WALL
N
WALL R806-L.06 SCHEDULE
MIN. WALL HEIGHT MAX. WALL HEIGHT
WALL HEIGHT 2-7 3/4"5-4"
WALL LENGTH L = 27.98'
WALL TYPE MODULAR BLOCK WALL
WALL R806-L.06 HORIZONTAL GEOMETRY SCHEDULE
STATION NORTH
COORDINATE
EAST
COORDINATE CURVE DATA
POB 10+00.00 333423.57 1476954.44 N/A
PI 10+02.88 333421.86 1476952.13 N/A
PI 10+05.48 333420.30 1476950.04 N/A
PI 10+06.97 333419.38 1476948.87 N/A
PI 10+08.45 333418.45 1476947.71 N/A
PI 10+11.43 333416.47 1476945.50 N/A
PI 10+13.86 333414.74 1476933.79 N/A
PI 10+16.28 333402.93 1476932.17 N/A
PI 10+19.34 333410.54 1476940.27 N/A
PI 10+24.95 333406.05 1476936.91 N/A
PI 10+26.46 333404.84 1476936.00 N/A
POE 10+27.98 333403.62 1476935.10 N/A
WALL R806-L.06 VERTICAL GEOMETRY SCHEDULE
STATION TOP OF WALL (TOW)BOTTOM OF WALL (BOW)
POB 10+00.00 360.75 356.55
VERT PI 10+11.50 360.35 355.27
POE 10+27.98 359.78 356.13
EXISTING G/L FINISHED G/L
UPPER
ISSUED FOR CONSTRUCTIONCFNPCF05/18/20210
NDC00209: SITE MODS FOR LARGER PORTABLECFRACF07/28/2021A
20105684COLIN PA T R I CK F
E
RRISR
EGIST E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
N
GTONDRAWING
TO ENTIRE
REVISIONS
A