19-105869-Plans-8-9-2021-V2ORIGINAL PARCEL
TAX PARCEL #ADDRESS ZONING
DESIGNATION
COMPREHENSIVE
PLAN DESIGNATION
3221049023
37325 8TH
AVENUE SOUTH
FEDERAL WAY,
WA 98003
RS 35.0
1 DWELLING UNIT
PER 35,000 S.F
SINGLE
FAMILY
DWELLING
ORIGINAL PARCEL LEGAL DESCRIPTION
(PER QUIT CLAIM DEED RECORDED UNDER KING COUNTY
RECORDING NO. 20160324000888)
THE EAST 518 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4
EAST, W.M., KING COUNTY WASHINGTON;
EXCEPT THE NORTH 30 FEET THEREOF HERETOFORE
CONVEYED TO KING COUNTY FOR RIGHT OF WAY OF STATE
ROAD NO. 1 BY DEED RECORDED UNDER RECORDING NO.
2561343, KING COUNTY, WASHINGTON;
SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING,
STATE OF WASHINGTON.
OWNERS / DEVELOPERS
EUNHEE KIM, A MARIED WOMAN AS HER SEPERATE ESTATE
AND JI YEON KIM, A MARIED WOMAN AS HER SEPARATE
ESTATE.
ADRESS 37325 8TH AVENUE SOUTH, FEDERAL WAY,
WASHINGTON 98003
PHONE NUMBER:(818) 321-2957
PER QUIT CLAIM DEED RECORDED UNDER KING COUNTY
RECORDING NO. 20160324000889; THE GRANTOR EUI S. KIM,
SPOUSE OF THE GRANTEE EUNHEE KIM, FOR AND IN
CONSIDERATION OF "WAC 458-61A-203 TO SEPARATE
COMMUNITY PROPERTY AND FULFILL A LENDER
REQUIREMENT", CONVEYS AND QUIT CLAIMS TO EUNHEE
KIM THE DESCRIBED REAL ESTATE, UNDER THE ORIGINAL
PROPERTY LEGAL DESCRIPTION ABOVE, SITUATED IN THE
COUNTY OF KING, STATE OF WASHINGTON.
PER QUIT CLAIM DEED RECORDED UNDER KING COUNTY
RECORDING NO. 20160324000890; THE GRANTOR JASON L
HUANG, SPOUSE OF THE GRANTEE JI YEON KIM, FOR AND IN
CONSIDERATION OF "WAC 458-61A-203 TO SEPARATE
COMMUNITY PROPERTY AND FULFILL A LENDER
REQUIREMENT", CONVEYS AND QUIT CLAIMS TO JI YEON KIM
THE DESCRIBED REAL ESTATE, UNDER THE ORIGINAL
PROPERTY LEGAL DESCRIPTION ABOVE, SITUATED IN THE
COUNTY OF KING, STATE OF WASHINGTON.PACIFIC HWY S / SR 99S 373RD ST
S 376TH ST8TH AVE SI-5 / SR 512TH AVE SS 356TH ST
S 360TH ST
MILTON RD SENCHANTED PKWY
S16TH AVE SVICINITY MAP
N.T.S.
NEW PARCEL LEGAL DESCRIPTION
ROAD DEDICATION TO THE CITY OF FEDERAL WAY
THE SOUTH 5.00 FEET OF THE NORTH 35.00 FEET OF THE
EAST 518 FEET OF THE SOUTH HALF OF THE NORTH HALF
OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4
EAST, W.M., KING COUNTY WASHINGTON.
TOGETHER WITH:
THE EAST 35.00 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4
EAST, W.M., KING COUNTY WASHINGTON;
EXCEPT THE NORTH 35 FEET THEREOF.
LOT 1
THE EAST 279.18 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4
EAST, W.M., KING COUNTY WASHINGTON;
EXCEPT THE NORTH 178.37 FEET THEREOF;
AND EXCEPT THE EAST 35.00 FEET FOR ROAD PURPOSES.
LOT 2
THE NORTH 178.37 FEET OF THE EAST 279.18 FEET OF THE
SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 32,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., KING COUNTY
WASHINGTON;
EXCEPT THE NORTH 35.00 FEET;
AND EXCEPT THE EAST 35.00 FEET FOR ROAD PURPOSES.
LOT 3
THE WEST 119.41 FEET OF THE EAST 398.59 FEET OF THE
SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 32,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., KING COUNTY
WASHINGTON;
EXCEPT THE NORTH 35.00 FEET FOR ROAD PURPOSES.
LOT 4
THE WEST 119.41 FEET OF THE EAST 518.00 FEET OF THE
SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 32,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., KING COUNTY
WASHINGTON;
EXCEPT THE NORTH 35.00 FEET FOR ROAD PURPOSES.
NOTE:
"APPROVAL OF SHORT PLAT DOES NOT ASSURE SUITABILITY
OF THE LOTS FOR BUILDING"
AT THE TIME OF BUILDING PERMIT APPLICATION, THE SITE
PLAN FOR LOTS 1-4 MUST DEPICT WHERE THE RETAINED
TREES WILL BE LOCATED PER THE APPROVED TREE
RETENTION PLAN.
SITE
GOODMAN
LAND SURVEYING, INC.
696 N. Military Rd. Winlock, WA 98596
(360) 785-3038
54051JOHN W . G OOD
M
AN
STATE O F W ASHI
N
GTONR
EGIST E R E DPROFE
S
SIO
NAL LA N D S U R VEYORGRACELAND SHORT PLAT
CITY OF FEDERAL WAY, WASHINGTON
19-105869-00-SU
LOT AREAS
ORIGINAL PARCEL
GROSS PLAT AREA 154,487.28 S.F. 3.55 AC
NET PLAT AREA 141,629.27 S.F.3.25 AC
RIGHT-OF-WAY
NEW AREA 12,858.01 S.F. 0.30 AC
LOT 1
GROSS AREA 36,608.37 S.F. 0.84 AC
LOT 2
GROSS AREA 35,008.22 S.F. 0.80 AC
LOT 3
GROSS AREA 35,010.28 S.F. 0.80 AC
LOT 4
GROSS AREA 35,002.41 S.F. 0.80 AC
T. 21 N., R. 4 E
32
AUDITOR'S INDEX DATA
N01°23'52"E 298.09'518.00' (C) N88°37'46"W 518.00' (R2)
N88°24'51"W 520.00' (C)
244.18'
119.41'
119.41'119.41'
N88°26' 45"W 244.18'
244.18'143.37'149.86'149.99'143.37'N01°23'52"E 293.23'298.38' (C & R2)AREA DEDICATED TO CITY
FOR ROADS UPON
RECORDING OF THIS PLAT
RIGHT-OF-WAY LINE AS
SHOWN ON (R2)30'35'30'30'30'30'30'30'30'
30'30'
30'30'
35'
35'35'35'35'30'CENTERLINE LINE PER (R4)N01°23'32"E 2626.78' MON TO MON8TH AVE S N89°26'45"W (C & R1) N89°39'39"W (R2)
899.76' (C) 899.81' (R4)656.76' (C) 665.75' (R2)LOT 4
35,002.41 S.F.
LOT 3
35,010.28 S.F.
LOT 1
36,608.37 S.F.
LOT 2
35,008.22 S.F.
S 373RD ST.
S 3
7
5
T
H
S
T
.
S 37
3
R
D
P
L.N01°23'52"E 2627.08' (C & R1) N01°10'39"E 2626.98' (R2)N01°10'39"E 2626.71' (R3) N01°10'26"E 2626.99' (R4)DRIVEWAY20'
5' (TYP)
10'20'119.41'N01°23'52"E 293.16'N88°26'45"W 518.00' N89°26'45"W (R1) N89°39'39"W 518.0
0
'
(
R
2
)293.09'N01°23'52"E 298.09'119.41'
32
APN: 3221049054
NAME: MORAN SALLIANN
ADDRESS: 609 S 373RD ST 98003
ZONING RS35.0
APN: 3221049059
NAME: CAMPBELL MICHAEL
ADDRESS: 610 S 376TH ST 98003
ZONING SE
(SUBURBAN ESTATE ZONES)
APN: 3221049091
NAME: SLAVIC CHURCH OF REVIVAL
ADDRESS: 37515 8TH AVE S 98003
ZONING RS35.0
APN: 3221049096
NAME: VILNIS E. & GUNA I. KLEPER
ADDRESS: 530 S 373RD ST 98003
ZONING RS35.0
APN: 3221049117
NAME: VILNIS E. & GUNA I. KLEPER
ADDRESS: UNKNOWN 98003
ZONING RS35.0
APN: 3221049100
NAME: JOHN C. & DIANE LANE
ADDRESS: 37227 8TH AVE S 98003
ZONING RS35.0
APN: 3221049158
NAME: DOS CARLINOS LLC
ADDRESS: 37222 8TH AVE S 98003
ZONING RS35.0
APN: 3221049144
NAME: SCOTT LEE KLAKKEN
ADDRESS: 820 S 373RD PL 98003
ZONING RS35.0
APN: 3221049124
NAME: MARK ALLEN TEDRICK
ADDRESS: 805 S 373RD PL 98003
ZONING RS35.0
GOODMAN
LAND SURVEYING, INC.
696 N. Military Rd. Winlock, WA 98596
(360) 785-3038
CENTER QUARTER SECTION 32, T. 21 N, R. 4 E, W.M.
FOUND 3" BRASS K.C. MON, IN CASE
AT THE INTERSECTION OF 8TH AVE S & S 376TH ST
0.12' N x 0.22' E OF CALCULATED POSITION
FOUND 1/2" REBAR W/CAP "LS 10708"
FOUND 1/2" REBAR W/CAP
FOUND 1/2" REBAR W/CAP "LS 10708"
NORTH QUARTER SECTION 32, T. 21 N, R. 4 E, W.M.
FOUND 1" IP ID OPEN, 1.4' EXPOSED
W 2.33' TO COMM POLE #36810
S68E 6.44' TO 20" ALDER
S08E 12.90 TO 18" ALDER
FOUND WSDOT 4"X4" CONC MON
FOUND HOT SPOT IN ASPH
DRIVEWAY DID NOT DIG UP
FOUND 3" BRASS DISK
IN CASE
FOUND 3" BRASS DISK
IN CASE
N88°39'38"W 420.00' (R4)
N88°26'34"W 419.99 1641.92' (C & R1) 1639.48' (C) 1639.33' (R4)BUILDING SETBACKS
FRONT YARD 20 FEET
SIDE YARD 10 FEET
REAR YARD 10 FEET
NOTE:SETBACKS LISTED HEREON
ARE PER CITY OF FEDERAL WAY
ZONING CODE SECTION
19.2000.010, USE ZONE CHART
FOR RM35.0 ZONE WITH
DETACHED DWELLING UNIT.
BASIS OF BEARINGS
MONUMENTS AT THE NORTH QUARTER AND CENTER
QUARTER WERE HELD PER KING COUNTY RECORDING
NUMBER 20070202900009, VOLUME 218 OF SURVEYS AT
PAGE 141, BY DAVID EVENS AND ASSOCIATES, INC.,
METHODOLOGY
FIELD MEASUREMENTS WERE PERFORMED USING
TRIMBLE 5800 RTK GPS AND TOPCON GTS 211D TOTAL
STATION IN CONFORMANCE WITH ACCEPTED SURVEY
PROCEDURES AND MAINTAINED IN ADJUSTMENT
ACCORDING TO MANUFACTURES SPECIFICATION IN
CONFORMANCE WITH STATE STANDARDS AS
SPECIFIED BY WAC-332-130-090. MONUMENTS DURING
THIS SURVEY WERE VISITED BETWEEN AUGUST 21,
2018 AND AUGUST 30, 2018.
MEASUREMENTS
DISTANCES AND ELEVATIONS SHOWN ARE U.S. SURVEY
FEET GROUND DISTANCES. TO OBTAIN WASHINGTON
STATE PLANE GRID DISTANCE MULTIPLY THE GROUND
DISTANCE BY THE COMBINED SCALE FACTOR OF
0.99997785. THE COMBINED SCALE FACTOR IS THE
ELEVATION FACTOR OF 0.99999964 MULTIPLIED BY THE
SCALE FACTOR OF 0.99997821.
LEGEND AND REFERENCES
SECTION LINE FOUND MONUMENT AS NOTED
CENTERLINE SET 5/8" REBAR & CAP LS 54051
RIGHT OF WAY LINE
LOT LINE
NEW LOT LINE
PLATTED LOT LINE
BUILDING SETBACK LINE
PARENT PARCEL
(C)DATA CALCULATED THIS SURVEY
(R1)RECORD OF SURVEY RECORDING NUMBER 20070202900009.
(R2)RECORD OF SURVEY RECORDING NUMBER 8411299017.
(R3)RECORD OF SURVEY RECORDING NUMBER 20000222900003.
(R4)RECORD OF SURVEY RECORDING NUMBER 20080401900001.
54051JOHN W . G OOD
M
AN
STATE O F W ASHI
N
GTONR
EGIST E R E DPROFE
S
SIO
NAL LA N D S U R VEYORDETAIL A 1" = 1'
SEE DETAIL A
FOUND 1/2" REBAR W/CAP
N88°24'51"W 2.00' (C)
GRACELAND SHORT PLAT
CITY OF FEDERAL WAY, WASHINGTON
19-105869-00-SU
PLAT NOTES;
AT THE TIME OF BUILDING PERMIT APPLICATION, THE SITE PLAN
FOR LOTS 1-4 MUST DEPICT WHERE THE RETAINED TREES WILL BE
LOCATED PER THE APPROVED TREE RETENTION PLAN.
N01°23'52"E 298.09'518.00' (C) N88°37'46"W 518.00' (R2)
N88°24'51"W 520.00' (C)
244.18'
119.41'
119.41'119.41'
N88°26' 45"W 244.18'
244.18'143.37'149.86'149.99'143.37'N01°23'52"E 293.23'298.38' (C & R2)AREA DEDICATED TO CITY
FOR ROADS UPON
RECORDING OF THIS PLAT
RIGHT-OF-WAY LINE AS
SHOWN ON (R2)30'35'30'30'30'30'30'30'30'
30'30'
30'30'
35'
35'35'35'35'30'CENTERLINE LINE PER (R4)N01°23'32"E 2626.78' MON TO MON8TH AVE S N89°26'45"W (C & R1) N89°39'39"W (R2)
899.76' (C) 899.81' (R4)656.76' (C) 665.75' (R2)110
12070809013090100110120
130
LOT 4
35,002.41 S.F.
LOT 3
35,010.28 S.F.
LOT 1
36,608.37 S.F.
LOT 2
35,008.22 S.F.
S 373RD ST.
S 3
7
5
T
H
S
T
.
S 37
3
R
D
P
L.N01°23'52"E 2627.08' (C & R1) N01°10'39"E 2626.98' (R2)N01°10'39"E 2626.71' (R3) N01°10'26"E 2626.99' (R4)DRIVEWAY20'
5' (TYP)
10'20'119.41'N01°23'52"E 293.16'N88°26'45"W 518.00' N89°26'45"W (R1) N89°39'39"W 518.00'
(
R
2
)293.09'11012080
90
100
N01°23'52"E 298.09'119.41'
54051JOHN W . G OOD
M
AN
STATE O F W ASHI
N
GTONR
EGIST E R E DPROFE
S
SIO
NAL LA N D S U R VEYORGOODMAN
LAND SURVEYING, INC.
696 N. Military Rd. Winlock, WA 98596
(360) 785-3038
VERTICAL DATUM
ELEVATIONS SHOWN HEREON ARE BASED ON NGVD-29 BY
HOLDING 193.625' FOR WSDOT'S PUBLISHED ELEVATION
FOR GP17005-21: NAVD-88 ELEVATION OF 197.145' AND
CONVERTED USING VERTCON BY NOAA, AT -3.52' NAVD-88
TO NGVD-29.EX. ASPHDRIVEWAYHEDGE
GATE
CONC
FIRE PIT
LEAN-TO EX.
HOU
S
E
DECKGRAVEL DRIVEWAY
6' CHAINLINK FENCE
APP
R
O
XI
M
A
T
E
A
R
E
A
O
F
EXI
S
TI
N
G
D
R
AI
N
FI
E
L
D
TO
B
E
R
E
L
O
C
A
T
E
D HEDGEFH
COMM POLE COMM POLE
PWR POLE
PWR POLE
PWR POLEPWR POLEWM x2 MBLEGEND
FENCE LINE
FH FIRE HYDRANT
WM WATER METER
COMM COMMUNICATION POLE
PWR POWER POLE
WATER VALVE
STREET SIGN
MB MAIL BOX
FNC FENCE
WTR VLT WATER VAULT
WM WM
BARN
DETAIL A 1" = 1'
SEE DETAIL A
GRACELAND SHORT PLAT
CITY OF FEDERAL WAY, WASHINGTON
19-105869-00-SU
FH
FH PWR POLEFOUND 1/2" REBAR W/CAP
N88°24'51"W 2.00' (C)
71.5'33.1'BARN
COMM POLE
PLAT NOTES;
AT THE TIME OF BUILDING PERMIT APPLICATION, THE SITE PLAN
FOR LOTS 1-4 MUST DEPICT WHERE THE RETAINED TREES WILL BE
LOCATED PER THE APPROVED TREE RETENTION PLAN.
119.41'119.41'
244.18'30'35'30'30'30'30'30'30'30'
30'30'
2'-11"'2'-11"'CENTERLINE LINE PER (R4)
LOT 2
35,008.22 S.F.
S 373RD ST.DRIVEWAY1'-8"'149.99'143.37'298.38' (C & R2)30'30'30'30'30'30'
30'30'
2'-11"'
2'-11"'2'-11"'N01°23'32"E 2626.78' MON TO MON8TH AVE S656.76' (C) 665.75' (R2)S 3
7
5
T
H
S
T
.
S 37
3
R
D
P
L.
1'-8"'
10"'
GRACELAND SHORT PLAT
CITY OF FEDERAL WAY, WASHINGTON
(E)STREET OF 373TH ST & 8TH AVE
1"= 60'-0"
(E) STREET 373TH S1
Scale: 1" = 60'-0"
(E) 8TH AVE1
A
-
B
-
N/A
(E) PHOTO AT STREET 373TH SA
N/A
PHOTO AT (E) STREET 373TH SB
N/A
PHOTO AT 8TH AVEC
N/A
PHOTO AT 8TH AVED
Scale: 1"=10'-0"
SECTION BB
Scale: 1"=10'-0"
SECTION AA
AB
(N)1 FT EXTENSION PAVING
AFTER I FT CUT, TOTAL 2 FT PAVING
(N)1 FT EXTENSION PAVING
AFTER I FT CUT, TOTAL 2 FT PAVING
5 FT CRUSHED ROCK SHOULDER FOR WALKING PATH
DC
5 FT ASPHALT SHOULDER
FOR WALKING PATHD
C-2
D
C-2
CRUSHED ROCK BACKFILL
W/ 10" PVC STORM DRAINC
C-2
D
C-2
B
C-2
PER TECHNICAL
INFORMATION REPORT
PAGE 43.
119.41'119.41'
244.18'30'35'30'30'30'30'30'30'30'
30'30'
2'-11"'2'-11"'2'-11"'CENTERLINE LINE PER (R4)
LOT 2
35,008.22 S.F.
S 373RD ST.DRIVEWAY1'-8"'149.99'143.37'298.38' (C & R2)30'30'30'30'30'30'
2'-11"'
2'-11"'2'-11"'N01°23'32"E 2626.78' MON TO MON8TH AVE S656.76' (C) 665.75' (R2)S 3
7
5
T
H
S
T
.
S 37
3
R
D
P
L.
1'-8"'
10"'
6" MIN.PIPE O.D.
VARIABLECENTERLINEOF TRENCH6"-12" DIA PIPE: OD PIPE + 10"
14"-24" DIA PIPE: OD PIPE + 14"
OR AS PER SPECIFICATION
6" MIN.
12" MAX
PROVIDE
UNIFORM
BEARING FOR
PIPE
12" MAX
BACKFILL WITH
SAND TO 12" MIN
OVER TOP OF PIPE
AND COMPACT
PRIOR TO PLACING
NEXT LAYER
AGGREGATE
BASE AS
NEEDED
DETECTABLE
UNDERGROUND ID TAPE
PER AGENCY
SPECIFICATIONS
BALANCE OF TRENCH TO BE
BACKFILLED WITH MATERIAL
FROM EXCAVATION IN
LAYERS NOT EXCEEDING 3' IN
DEPTH PER SOILS ENGINEER
AND TESTING AT LEAST
EVERY 100 LINEAR FEET
PROPOSED
FINISHED
SURFACE
VARIABLE12"PIPE DIA6"SAND BEDDING
SEE NOTE 6
LOCATING WIRE
SEE NOTE 5 36" MIN COVER60" MAX24" SQUARE.
5" MIN.
(TYP.)8"TYPE 'A" CATCH BASIN DETAIL
2"x4" REDWOOD
HEADER (TYP.)
4% MIN4% MIN
2" ASPHALT
CONCRETE
SLOPE 2%
AGGREGATE BASE
COMPACTED SUBGRADE
2"x4"x18" LONG
REDWOOD STAKES
SPACED @ 4'-0" MAX
CROWN
S=0.02 FT/FT S=0.02 FT/FT
NOTES:
1.DETAIL REFERS TO AGGREGATE BASE AND ROADWAY BEDDING ONLY. THE 2% CROWN
SHOWN APPLIES TO STANDARD ROAD SECTIONS ONLY. OTHER SURFACED AREAS SHALL BE
GRADED AS SHOWN.
2.REFER TO FEDERAL WAY PW REVERSE SLOPE DRIVEWAY DWG. NO. 3-7.
3.OVER EXCAVATE AND STABILIZE SOFT AREAS AS NECESSARY. STABILIZE WITH WOVEN
GEOTEXTILE FABRIC AND AGGREGATE BASE. SEE SPECIFICATION 02301 FOR SOFT ZONE
DEFINITION AND REQUIREMENTS.
4.TOP 4" OF AGGREGATE BASE TO BE INSTALLED AFTER SUBSTANTIAL COMPLETION OF
PROJECT.
1
2
MATCH
EXISTING
GRADE
1
2
CL
1' MIN
6" ROADWAY BEDDING
EDGE OF EXISTING ROADWAY, CUT
BACK 1' MINIMUM OF EXISTING ROAD
FOR INSTALLATION OF ROADWAY
4" AGGREGATE BASE
EXISTING ROADWAY
10" AGGREGATE BASE
WOVEN GEOTEXTILE
FABRIC PER SPECIFICATION
SECTION 02301
MATCH
EXISTING
GRADE
GRACELAND SHORT PLAT
CITY OF FEDERAL WAY, WASHINGTON
(N)STREET DESIGN
Scale: 1"= 60'-0"
STREET 373TH S1
Scale: 1"= 60'-0"
STREET 8TH AVE2
Scale: N/A
STREET LIGHTING DETAILA
Scale: N/A
DRIVE ENTRY & GRAVEL PAVEMENT B
A
C-1
B
C-1
B
A25'-0"25'-0"
25'-0"
N/A
TRENCH BACKFILLC
N/A
ASPHALT PAVING FOR WALKWAYD N/A
CATCH BASIN TYPE 1E
CATCH BASIN, SEE
B
E
D
CATCH BASIN, SEE E
C
NOTE 6:COMPACT BACKFILL TO 95% RELATIVE
COMPACTION WHEN PIPE IS IN PAVED AREAS
AND COMPACT TO 90% RELATIVE COMPACTION
WHEN PIPE IS IN UNPAVED AREAS. OR 1"
CRUSHED AGGREGATE BACKFILL
NOTE : REFER TO FEDERAL WAY, PW DWG NO. 3-39
NOTE :REFER TO FEDERAL WAY,
PW CATCH BASIN TYPE 1 DWG NO.4-1
LIGHT PER FW RECOMMEND