19-105869-00-SU-Exhibit #006-Surveyor Map revised and Civil Plan-12-11-2020-V1ORIGINAL 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"
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)
224.18'
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'(E)TREE
(N)TREE
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
N01°23'52"E 298.09'518.00' (C) N88°37'46"W 518.00' (R2)
N88°24'51"W 520.00' (C)
224.18'
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'(E)TREE
(N)TREE
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 298.09'54051JOHN 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
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
Scale: 1"=10'-0"
(E) CROSS SECTION- 373TH STREETA
Scale: 1"= 10'-0"
(E) CROSS SECTION- 373TH STREETB
A
-
B
-
N/A
(E) PHOTO AT STREET 373TH SE
N/A
PHOTO AT (E) STREET 373TH SF
N/A
PHOTO AT 8TH AVEG
N/A
PHOTO AT 8TH AVEH
F
G
3
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"'
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: 1"=20'-0"
STREET P- TYPE3
Scale: N/A
STREET LIGHTING DETAILD Scale: N/A
DRIVE ENTRYC
Scale: 1"=10'-0"
SECTION BB
Scale: 1"=10'-0"
SECTION AA
A
-
B
-
C
D25'-0"25'-0"
25'-0"
3
2'-11"'2'-11"'GRACELAND SHORT PLAT
CITY OF FEDERAL WAY, WASHINGTON
(N)EROSION & BMP PLAN
1.EXCAVATION BELOW EXISTING FINISH GRADE ARE FOR FOOTING FOR THE
CONSTRUCTION OF A BUILDING ONLY AND WILL BE AUTHORIZED BY A BUILDING
PERMIT.
2.ANY CUT OR FILL SHALL NOT EXCEED 50 CUBIC YARDS OF MATERIAL NOR
EXCEED ONE FOOT IN DEPTH OR HEIGHT.
3. IF MORE THAN 50 CUBIC YARDS OF CUT AND FILL IS BEING MOVED ON THE
PROJECT SITE A GRADING PERMIT SHALL BE REQUIRED FROM THE PUBLIC
WORKS DEPARTMENT.
4. IF CUT/FILL IS LESS THAN 50 CUBIC YARDS: EROSION AND SEDIMENT CONTROL
BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AND MAINTAINED TO
MINIMIZE AND/OR PREVENT THE TRANSPORT OF SOIL FROM THE
CONSTRUCTION SITE. APPROPRIATE BMPS FOR CONSTRUCTION RELATED
MATERIALS, WASTES, SPILLS, OR RESIDUES SHALL BE IMPLEMENTED TO
ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO THE STREETS, DRAINAGE
FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
5. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE
FOUNDATION WALLS. THE GRADE SHOULD FALL A MIN. OF 6" WITHIN THE FIRST
10 FT (5%). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER
PROHIBIT 6" OF FALL WITHIN 10 FT, DRAINS OR SWALES SHALL BE CONSTRUCTED
TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE (CRC R401.3).
6. IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL
BE SLOPED A MIN. OF 2% AWAY FROM THE BUILDING (CRC R401.3 EXCEPTION).
7. WE, THE DESIGNER,ENGINEER, CONTRACTOR AND PROPERTY OWNER(S) OF A
PROJECT HEREIN THE ATTACHED SET OF DRAWINGS, UNDERSTAND THAT SAID
INFORMATION WILL BE A BASIS FOR SUBSEQUENT CITY ACTION ON THE PROJECT
PROPOSED AND DESCRIBED HEREON.
P.L.
20% max SLOPE
2% min SLOPE
CONC. FTG PER
STRUCTURAL
DESIGN
TOP OF SLAB
ELEVATION PER PLAN
1. REPLACE EXISTING DRAINAGE TOWARD RETAINING WALL.
2. PROVIDE NEW MIN. SLOPE 2%.
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL EROSION
CONTROL FACILITIES AS SHOWN ON THE APPROVED EROSION CONTROL
PLAN OR AS DIRECTED BY THE CITY ENGINEER AT THE END OF EACH
WORKING DAY.
A.WHENEVER THE 5-DAY RAIN PROBABILITY EXCEEDS 40% BETWEEN
THE DATES OF OCTOBER 15 AND APRIL (RAIN SEASON).
B.WHENEVER THE DAILY RAIN PROBABILITY EXCEEDS 50% THE
REMAINDER OF THE YEAR AND APRIL 15 (RAINY SEASON).
2.THE CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL IS THE
OWNER.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN
EMERGENCY WORK CREW AT ALL TIMES DURING THE RAINY SEASON THE
CONTRACTOR SHALL STOCKPILE THE NECESSARY EROSION CONTROL
MATERIALS ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION
CONTROL FACILITIES.
4. THE CONTRACTOR SHALL CONSTRICT DESILTING FACILITIES AS NECESSARY
FOR THE DURATION OF THE PROJECT.
5.THE CONTRACTOR SHALL TAKE MEASURE TO PREVENT RUNOFF OVER THE
TOP OF THE SLOPES.
6. AFTER RAIN STORM:
A.THE CONTRACTOR SHALL REMOVE ALL SILT,STANDING WATER ,AND
DEBRIS FROM EROSION CONTROL FACILITIES.
B.THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT PUBLIC ACCESS
INTO AREAS WHERE STANDING WATER POSES A POTENTIAL HAZARD.
7 .IN HIGH WIND AREAS THE CONTRACTOR SHALL WATER SPRAY GRADED
AREAS ON a DAILY BASIS TO CONTROL DUST OR WINDY PERIODS,WHEN
NECESSARY,THE CONTRACTOR SHALL TAKE MEASURES TO CONTROL DUST
OR WIND BLOWN DEBRIS BY INSTALLING DEBRIS FENCES,ADDITIONAL TRASH
ENCLOSURES ,CHEMICAL LAND TREATMENT ,GEOMATS ,ETC.THE
CONTRACTOR SHALL IMPLEMENT LONG TERM WIND EROSION CONTROL
MEASURES FOR ANY AREA THAT IS NOT IMPROVED IN A MANNER
FOLLOWING GRADING LONG TERM WIND EROSION CONTROL MEASURES
INCLUDE BUT NOT LIMITED TO:PERIMETER WALLS ,WIND BARRIERS ,SOIL
DUST PALLIATIVES ,SOIL MATS , HYDROSEEDING AND IRRIGATION SYSTEM .
8. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ALTERNATIVE OR
ADDITIONAL EROSION CONTROL FACILITIES AS HE DEEMS NECESSARY.
9. PROVIDE PORTABLE TOILET AND HAND WASH STATION PER OSHA
REGULATIONS OR PROVIDE ACCESS FOR CONSTRUCTION WORKERS TO
RESTROOM INSIDE THE HOUSE.
10. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE IS
PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL
PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER
GENERATED ON CONSTRUCTION SITE OR CONSTRUCTION ACTIVITIES SHELL
BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR
STORM DRAIN SYSTEM.
Low Impact Development (LID)
Post Construction Stormwater Mitigation
Best Management Practices (BMPs)
STORMWATER BMP(s) VERIFICATION
Upon installation of the approved stormwater BMPs, a Stormwater Observation Report (SOR) Form
shall be submitted to Department of Public Works, Bureau of Sanitation. 201 N. Figueroa, 3rd floor,
station 18. The SOR Form must be with filed and approved by the Bureau of Sanitation prior to the
issuance of a Certificate of Occupancy.
Project Address: _______________________________________________________________________
RESIDENTIAL (1 UNITS OR LESS, <5,000SF)
Item
#
Stormwater
BMP
1 Rain Tank(s) – 55 to 130 gal each
2 Rain Tank(s) – > 130 gal min
3
4
Shade Tree - min 15 gal
Flow thru Planter(s)
5 Permeable pavers/Porous concrete
(min 10% open space)
6 Rain Garden
7 Dry Well
8 SUMP Pump (modification was not required)
ALL OTHER DEVELOPMENT
(Residential: 5 ≥ units, 10,000 ≥ SF, within a ESA and ≥2,500SF)
Item #Stormwater
BMP
1 Infiltration Basin / Trench
2 Dry Well
3
4
5
6
7
10
Permeable pavers / Porous
concrete (min 10% open space)
Rain Tank(s) – 530 gal min
Cistern
Flow thru Planter(s)
Biofiltration
8 Vegetative Swale / Filter Strip
9 Catch Basin Filter(s)
Trench Drain Filter(s)
11 Down Spout Filter(s)
12 SUMP Pump
(modification was not required)
* At a minimum: Site Plan, Architectural Elevations, Roof Plan, Civil Sheets and Detail
#____ - Lined; ________total SF
# ____ - Unlined; _____total SF
Above Grade
Below Grade
Incidental;____________ total SF
Infiltration;___________ total SF
Incidental; ____________ total SF
Infiltration; ___________ total SF
#____ - Lined; _________total SF
# ____ - Unlined; _______total SF
Description
(Units, total)
Reference Sheet(s)*
(Sheet #)
Description
(Units, total)
Reference Sheet(s)*
(Sheet #)Treat & DischargeCapture& UseInfiltration37325 8th Ave, Federal Way, WA 98003
xxx
xxx
Scale: 1"= 80'-0"
4 LOT SITE PLAN1
3