22-100630-Civil Plans-02-10-2022-V11.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
PRE-CONSTRUCTION MEETING.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE
(FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT
APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION
OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AD THE
KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT
ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN
THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO
THE CITY OF FEDERAL WAY.
3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO
FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN
OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE
FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY
THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION.
4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE,
SEWER CONVEYANCE, GAS, ELECTRICITY, ETC).
5.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION
MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND
THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
6.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PRORESS.
7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040);
NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO
8:00 P.M. ON SATURDAYS.
8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH
FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE
GRANTED BY THE PUBLIC WORKS DIRECTOR.
9.IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN
THE ROAD RIGHT-OF-WAY.
10.FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8
ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO
CONSTRUCTION.
11.VERTICAL DATUM SHALL BE KCAS OR NCVD-29.
12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR
APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION.
ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE
WSDOT/APWA STANDARD SPECIFICATIONS.
13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED
ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS,
AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL
DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)e. THE
AGGREGATE WILL BE 3/8" MINUS.
14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN
ACCORDANCE WITH WSDOT 2-06.3.
15.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFIALLY
APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS.
ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -
TRAFFIC CONTROL, SHALL APPLY.
17.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER
THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
18.ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING
COURSE.
19.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION
ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL
ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS
3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR
FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR
STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
A.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, HOLD A PRE-CONSTRUCTION
MEETING WITH CITY OF FEDERAL WAY OFFICIALS, THE APPLICANT, AND THE
APPLICANT'S CONSTRUCTION REPRESENTATIVE.
B.FLAG THE CLEARING LIMITS.
C.INSTALL NECESSARY TEMPORARY EROSION CONTROL MEASURES (TESC), INCLUDING
SILT CONTROL FENCE AND INLET PROTECTION. PROTECT LID SYSTEMS FROM
SEDIMENT AND COMPACTION; CLEAN AS REQUIRED.
D.CONSTRUCT IMPROVEMENTS PER PLAN. CLEAR, GRADE, ROUGH GRADE SITE.
E.INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS INCLUDING DETENTION AND WATER
QUALITY FACILITIES AND STREET/ROW IMPROVEMENTS.
F.ADJUST TESC PLAN AS NECESSARY FOR SITE CONDITIONS AND WEATHER
THROUGHOUT CONSTRUCTION. LIMIT DURATION OF EXPOSED SOILS AS PRACTICAL.
STABILIZE ALL EXPOSED SOILS. USE PLASTIC COVERING OR EQUAL FOR TEMPORARY
COVER; HYDROSEEDING, LANDSCAPING, OR EQUAL FOR PERMANENT COVER.
G.STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF THE
ENTIRE SITE. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION.
H.REMOVE TESC MEASURES WITHIN 30 DAYS, FOLLOWING FINAL SITE STABILIZATION.
REMOVE SEDIMENT FROM STORM FACILITIES.
2021049087 (KING COUNTY)803 S 348TH ST
FEDERAL WAY, WA 98003
DISCLAIMER
SURVEY INFORMATION CONTAINED IN THESE PLANS HAS BEEN EXTRACTED FROM THE
ACTUAL SURVEY PERFORMED BY OLYMPIC SURVEYING, LLC. KWO ENGINEERING, PLLC
ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY
DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED
IN THE FIELD SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
VERIFICATION NOTE
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH
AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO AS TO IDENTIFY ANY POTENTIAL
CONFLICTS WITH PROPOSED CONSTRUCTION. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY
EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS. IF THERE ARE ANY
POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES, CONTACT THE ENGINEER
IMMEDIATELY.
(BY OLYMPIC)
PER CHICAGO INSURANCE TITLE REPORT NO.001233109
THE WEST 100 FEET OF THE NORTH 300 FEET OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21
NORTH, RANGE 4 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD; AND EXCEPT THAT PORTION CONVEYED
TO KING COUNTY FOR SOUTH 348TH STREET BY DEED RECORDED UNDER RECORDING
NUMBER 8607250463.
HORIZONTAL DATUM:
WASHINGTON COORDINATE SYSTEM - NORTH ZONE 2601
HOLDING W.S.D.O.T. SURVEY MONUMNET NO. 9522, NORTHING = 109459.745 EASTING =
1274750.436 ELEVATION = 359.569' (ALL IN U.S. SURVEY FEET) .
BASIS OF BEARING:
WASHINGTON COORDINATE SYSTEM, NORTH ZONE, 83/91.
REFERENCE BEARING OF S 88°45'01"W BETWEEN FOUND MONUMENTS AT THE
INTERSECTION OF SOUTH 336TH ST. AND 9TH AVE. SOUTH AND THE INTERSECTION OF
SOUTH 336TH ST. AND PACIFIC HIGHWAY.
VERTICAL DATUM: (NAVD 88)
(BY OLYMPIC)
CITY PUBLIC WORKS DEPARTMENT PRECONSTRUCTION/
INSPECTION NOTIFICATION PHONE NUMBER:
(253) 835-2700
ONE-CALL UTILITY LOCATOR:
1 (800) 424-5555
OWNER/APPLICANT
STEVE DAVIS
6124 PANORAMA DR NE
TACOMA, WA 98422
(253) 606-5586
STEVEDAVISEXCAVATING@GMAIL.COM
ARCHITECT
MIKE BAILY
LDG ARCHITECTS
6525 15TH AVE NW #220
SEATTLE, WA 98117
(206) 283-4764
MIKE@LDGARCHITECTS.COM
CIVIL ENGINEER
KRISTEN ORNDORFF, PE
KWO ENGINEERING, PLLC
4505 91ST AVE SE
MERCER ISLAND, WA 98040
(206) 755-3951
KRISTEN@KWOENG.ONMICROSOFT.COM
SURVEYOR
JAY BABCOCK, PLS
OLYMPIC SURVEYING, LLC
19512 94TH ST E
BONNEY LAKE, WA 98391
(206) 396-2022
JAYBABCOCK@COMCAST.NET
SHEET#DESCRIPTION
C1 COVER SHEET
C2 TESC & SITE PREP PLAN
C3 CIVIL SITE PLAN
C4 PAVING & STRIPING PLAN
C5 GRADING & STORM DRAINAGE PLAN
C6 WATER & SEWER SERVICES PLAN
C7 DETAILS
C8 DETAILS
C9 DETAILS
C10 DETAILS
C11 DETAILS
C12 DETAILS
TENANT
JENNIFER WHITMORE
BIGFOOT PROPERTIES XLV, LLC
420 ELLINGSON ROAD, SUITE 200
PACIFIC, WA 98047
(253)261-3258
JENNIFER@BIGFOOTJAVA.COM
ENGINEERING GEOLOGIST
KEITH SCHEMBS, LEG
GEO RESOURCES, LLC
5007 PACIFIC HIGHWAY EAST, #16
FIFE, WA 98424
(253) 896-1011
KEITHS@GEORESOURCES.US
LANDSCAPE ARCHITECT
KEN LONEY
MAIN STREET DESIGN
9402 TIDAL COURT
BAINBRIDGE ISLAND, WA 98110
(206) 842-7886
MAIN_STREET@EARTHLINK.NET
TRAFFIC ENGINEER
MARK JACOBS, PE, PTOE
JAKE TRAFFIC ENGINEERING, INC
2614 39TH AVE SW
SEATTLE, WA 98116
(206) 799-5692
JAKETRAFFIC@COMCAST.NET BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY
CITY OF FEDERAL WAY GENERAL NOTES CONSTRUCTION SEQUENCE
LEGAL DESCRIPTION
LEGEND (EXISTING)
SURVEY NOTES
NOT TO SCALE
PROJECT
LOCATION
SD
OP
410
408
P
VICINITY MAP
PROJECT CONTACTS
PARCEL NUMBER
SHEET INDEX
SITE ADDRESS
S
RIGHT-OF-WAY
PROPERTY BOUNDARY
CENTERLINE
EASEMENT
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
EXISTING CURB
EXISTING CONCRETE
EXISTING SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING OVERHEAD POWER
EXISTING POWER POLE
EXISTING ELEC. HAND HOLD
EXISTING LIGHT
EXISTING GAS METER
EXISTING TRAFFIC LIGHT
EXISTING SIGN BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003COVER SHEETC1
1
SS
N
1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE
PRECONSTRUCTION MEETING.
2.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDE LEVELING
AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND
REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS
SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE.
3.STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER
INSIDE AND OUTSIDE.
4.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED
WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL
DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION
FACILITY SHALL HAVE SOLID LOCKING LIDS.
5.ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3,
4-4, 4-5, 4-8, OR 4-10.
6.ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF
SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END
SECTIONS TO MATCH THE SIDE SLOPES.
7.ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS, AND SWALES, WHERE
REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND
MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4"
ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN
ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED
PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED.
8.LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS
(STUB-OUTS). STUB-OUTS SHALL CONFORM TO THE FOLLOWING:
A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB-SURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2X4 STAKE
MARKED "STORM". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE
VISIBLE AND BE SECURED TO THE STAKE.
C.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN
KCRS 7.03 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER
ACCEPTABLE DETECTION.
D.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES
(I.E. POWER, GAS, TELEPHONE, TELEVISION.)
F.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
LOT HOMEOWNER.
G.THE CITY DOES NOT ALLOW TAP-IN OR CUT-IN TEES ON MAINS FOR INDIVIDUAL LOT
DRAINAGE.
CITY OF FEDERAL WAY DRAINAGE NOTES
S 348TH ST
PACIFIC HWY SS 344TH ST
S 356TH ST 9TH AVE S
WWSSSSSSASPHALT GRASS
GRASS
GRASS
GRASS
ECOLOGY BLOCK WALL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
WET L
A
N
D
A
R
E
A PARK A
N
D
RI
DE
CONC. SIDEWALK
CONC. SIDEWALK CONC. SIDEWALK CUT
APPROACHCUT
APPROACH
XX
GATE
5' CHAIN LINK FENCE
5' CHAIN LINK FENCE
ECOLOGY BLOCK WALL
ECOLOGY BLOCK WALL
AREA
ASPHALT
100.00'N 88°39'36" W 250.00'N 01°15'41" E100.00'N 88°39'36" W
250.00'N 01°15'41" EI.E. = 225.02' (TOP STOVE PIPE)
I.E. = 223.62' (30" CMP E.)
I.E. = 223.52' (12"CMP W.)
RIM = 230.02'
TYPE 2 C.B.TYPE I C.B.
RIM = 225.78'
I.E. = 221.42' (12"CMP W.)
I.E. = 221.43' (12"CMP E.)
I.E. = 216.90' (C/L CHANNEL) 8" N/S
I.E. = 216.90' (C/L CHANNEL) 12" E/W
RIM = 225.00'
S.S. MANHOLE
SOUTH 348TH STREET
2021049034
2222222232232242
2
4
225
225
225225226226226 22622622722722722722822
8229 229 230231S
50'
0
SCALE IN FEET
40201020
SF SILT CONTROL FENCE
CATCH BASIN PROTECTION
CONSTRUCTION ENTRANCE
1.PRESERVE AND PROTECT ALL IMPROVEMENTS TO REMAIN.
2.REFER TO TIR (STORM REPORT) FOR WRITTEN ESC NARRATIVE.
3.REFER TO THE SOILS REPORT FOR ADDITIONAL INFORMATION.
4.PROVIDE CATCH BASIN INSERTS WITHIN CLEARING LIMITS AND WITHIN 200 FT
DOWNSTREAM OF AREAS OF WORK.
5.CONTRACTOR IS RESPONSIBLE FOR OBTAINING UTILITY AND ROW USE PERMITS.BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY
PLAN NOTES
LEGEND
SITE PREPARATION NOTES
RELOCATE EX LIGHT
REMOVE EX FENCE
ADJUST WM TO FG, REMOVE BLOCKS
1
2
3
1
TESC NOTES
USE EXISTING DRIVEWAY FOR TEMPORARY CONSTRUCTION ENTRANCE. EXPAND AS
NECESSARY PER WSDOT STD PLAN I-80.10-02. AVOID TRACKING SEDIMENT ONTO
STREETS. USE EXISTING ONSITE DRIVEWAY.
CATCH BASIN PROTECTION PER WSDOT STD PLAN I-40.20-00.
INSTALL SILT CONTROL FENCE PER WSDOT STD PLAN I-30.15-02. WATTLES (PER
WSDOT STD PLAN I-30.30-01), COIR LOGS (PER WSDOT STD PLAN 1-30.60-00) AND/OR
COMPOST SOCKS (PER WSDOT STD PLAN I-30.40-01) MAY BE USED IN LIEU OF SILT
CONTROL FENCE.
STAGING AND STOCKPILE AREA, PROTECT WITH PLASTIC COVERING (BMP C123) AS
NECESSARY.
PROTECT AND STABILIZE EXPOSED SOILS WITH PLASTIC COVERING (BMP C123) OR
EQUAL.
1
2
3
4
5 BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003TESC & SITE PREP PLANC2
2
SOUTH 348TH STREET
N
1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E., SIZE AND
LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
UTILITIES, ETC.
2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION MAINTENANCE
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED.
3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE
PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR
FOR THE DURATION OF CONSTRUCTION
4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE
THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE
APPLICABLE WATER STANDARDS.
5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
FACILITIES SHALL BY UPGRADED (I.E., ADDITIONAL SUMPS, RELOCATION OF DITCHES
AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS.
6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
7.ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO
FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS
(DRY SEASON), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS
(I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.)
8.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN 15 DAYS.
9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT.
10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH
SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE
KEPT CLEAN FOR THE DURATION OF THE PROJECT.
12.WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE
KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30.
13.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLEING
BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND
SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO
FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY
SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION
TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN.
14.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST
GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR
PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE).
15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE
APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
16.MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE
PROVIDED PER SECTION 19.120 OF FWRC.
EROSION/SEDIMENTATION CONTROL NOTES
1
2
2 2
2 END
3
3
2
2
2 2
SFSFSFSFSFSFSFSFSFSFSFSFSFSF3
54
2
2BEG
WET L
A
N
D
A
R
E
A PARK A
N
D
RI
DE
XX
100.00'N 88°39'36" W 250.00'N 01°15'41" E100.00'N 88°39'36" W
250.00'N 01°15'41" ESOUTH 348TH STREET
2021049034
50'BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003CIVIL SITE PLANC3
3
0
SCALE IN FEET
40201020
SOUTH 348TH STREET
(PRINCIPAL ARTERIAL)
N
SITE LIGHTING (TYP)
REFER TO ARCH PLANS
30' WIDE DRIVEWAY
PER COFW STD DWG NO.
3-6A AND DTL 1 ON C5
PEDESTRIAN PLAZA W/
BIKE RACK AND TRASH CAN
REFER TO ARCH PLANS
45 LF C-CURB ON SOUTH SIDE
OF TWO-WAY CENTER TURN
LANE TO RESTRICT ONSITE
ACCESS TO RIGHT IN/RIGHT
OUT ONLY
EX ONSITE WETLAND BUFFER
958 SF
EX ECOLOGY BLOCK
WALL TO REMAIN
DRIVE THRU SIGN BOARD
(TYP OF 2)
REFER TO ARCH PLANS
6'
8'
LIGHT BOLLARDS (TYP)
REFER TO ARCH PLANS
ADA SIGN
SEE DETAIL THIS SHEET
SITE AREA:0.57 AC
PARKING:6 STALLS (5 REGULAR, 1 ADA)
GROSS FLOOR AREA (PER ARCHITECT):
MAIN FLOOR:450 SF
SECOND FLOOR (MECH):203 SF
TOTAL:653 SF
IBC CONSTRUCTION TYPE (PER ARCHITECT):M
IBC OCCUPANCY CLASSIFICATION (PER ARCHITECT):VB - NOT SPRINKLERED
ON-SITE PEDESTRIAN PLAZA AREA:130 SF
PROJECT DATA
A
-
ROW
C
C-CURB PER PLAN
ROW
A TYP SECTION - SOUTH 348TH STREET
-NTS
28.2'
EX ROADWAY
6'
PLANTER
8'
SIDEWALK
50'
CEMENT CONC
CURB AND GUTTER
L
7.8'
24'
CROSS SECTION TYPE E
NOTES: REFER TO COFW STD DWG NO.
3-3, 3-4 AND 3-4A FOR ADDITIONAL INFO
1
-
ADA SIGN DETAIL
NTS
RESERVED PARKING
HANDICAP SIGN
R7-801
2" DIA G.I.P.
SCH 40
EMBED SIGN POST IN
8" DIA CONC FOOTING
5' MIN
12"
18"
2.5'
4' MIN
R7-8A
PROP BLDGEX HMA
EX FENCE TO REMAIN
ALONG WEST, SOUTH AND
EAST SIDES
BUILDABLE LANDS CALCULATION
GROSS LAND AREA 0.57 AC
CRITICAL AREAS 0.02 AC
RIGHTS-OF-WAY 0 AC
PUBLIC PURPOSE 0 AC
NET LAND AREA 0.55 AC
BUILDING INFO
DESCRIPTION SQ FT (GROSS FLOOR AREA)# OF UNITS
EXISTING BUILDING(S)0 SF 0
NEW BUILDING 653 SF N/A
COMMERCIAL PORTION 653 SF N/A
RESIDENTIAL PORTION 0 SF 0
FOOTPRINT 0.55 AC N/A
"DO NOT BLOCK
DRIVEWAY" SIGN
TRASH ENCLOSURE W/ ROOF
REFER TO ARCH PLANS
45'
8'38'40'9'
12'17'12'16'
59'13'21'10'6'67'36'43'29'24'19'APPROX LOCATION
OF SITE PHOTOS
STRIPING FOR NO
PARKING (TYP)
STRIPING FOR LANE LINE
STRIPING FOR LANE LINE
21'
WET L
A
N
D
A
R
E
A PARK A
N
D
RI
DE
XX
100.00'N 88°39'36" W 250.00'N 01°15'41" E100.00'N 88°39'36" W
250.00'N 01°15'41" ESOUTH 348TH STREET
2021049034
50'
ASPHALT PAVEMENT
CONCRETE
CONCRETE DRIVEWAY
LANDSCAPE
CURB
1.LANDSCAPE AREAS SHALL HAVE COMPOST-AMENDED TOPSOIL PER WASHINGTON STATE
DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON BMPT5.30. REFER TO LANDSCAPE PLAN AND C12 FOR NOTES.
SCARIFICATION OF SOILS IN EX PAVEMENT AREAS BEING CONVERTED TO LANDSCAPE
AREAS SHALL BE TO 6" BELOW BOTTOM OF BASE COURSE OR TO DEPTH REQUIRED BY
ECOLOGY BMPT5.30, WHICHEVER IS GREATER.
2.REFER TO C7-C12 FOR DETAILS.BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY
PLAN NOTES
LEGEND (PROPOSED)
STRIPING NOTES
ACCESSIBLE PARKING SPACE SYMBOL (STANDARD) PAINTED WHITE WITH BLUE
BACKGROUND PER WSDOT STD PLAN M-24.60-04
4" WIDE WHITE PAINT LINES AT 2 FT APART AND 45 DEG ANGLE TO ADJACENT 4" WIDE
WHITE PAINT EDGE LINES PER WSDOT STD PLAN M-17.10-02
WHITE PAINT TRAFFIC ARROW
4" WIDE WHITE PAINT LANE LINE
1
2
3
4
PAVING NOTES
C-CURB PER COFW STD DWG NO. 3-4
CEMENT CONC BARRIER CURB PER COFW STD DWG NO. 3-4
CONC SIDEWALK PER COFW STD DWG NO. 3-3.
CEMENT CONCRETE EXTRUDED CURB (PRIVATE) PER COFW STD DWG NO. 3-4A
1
2
3
4
1
2 BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003PAVING & STRIPING PLANC4
4
0
SCALE IN FEET
40201020
SOUTH 348TH STREET
N
30' WIDE DRIVEWAY
SEE DTL C5C-CURB ON SOUTH SIDE OF
2-WAY CENTER TURN LANE TO
RESTRICT ONSITE ACCESS TO
RIGHT IN/RIGHT OUT ONLY
NOTES:
1.DEPTHS SHOWN ARE MIN COMPACTED DEPTHS.
2.PAVEMENT WEARING COURSE AND BASE COURSE SECTION DEPTHS AND
SPECIFICATIONS SHALL BE APPROVED BY THE GEOTECH.
3.CEMENT CONCRETE PAVEMENT JOINTS AND HMA TRANSITION PER
WSDOT STD PLAN A-40.10-03 AND A-40.15-00.
COMPACTED SUBGRADE
4" MIN CSBC (WSDOT STD SPEC 9-03.9(3))
6" MIN PCC
NOTES:
1.DEPTHS SHOWN ARE MIN COMPACTED DEPTHS.
2.PAVEMENT WEARING COURSE AND BASE COURSE SECTION DEPTHS AND
SPECIFICATIONS SHALL BE APPROVED BY THE GEOTECH.
6" MIN CSBC (WSDOT STD SPEC 9-03.9(3))
3" MIN HMA CLASS 1/2 IN PG 64-22 CONC
WEARING COURSE (WSDOT STD SPEC
5-04.0)
TYPICAL CONCRETE
PAVEMENT SECTION
SCALE: NTS
1
-
COMPACTED SUBGRADE
TYPICAL ASPHALT
PAVEMENT SECTION
SCALE: NTS
2
-PROP BLDG4BEG
2
4END
4 BEG
2
2
3 TYP
1
3
4 END
4 BEG
4 END
4
4
4
4
226.80SSSSSSSSSSSSSS226.57226.85226.
8
5
226.85226.852
2
6
.
8
5
226.85226.85226.85
226.8
5226.67226.77227.46227.31227.462
2
7
.
3
8
22
6
.
5
8 226.74227.20226.51226.61226.61
2
2
6
.
5
7
2
2
6
.
5
5
2
2
6
.
3
3
226.02226.70226.70226.70226.7
0 226.272
2
6
.
7
5226.52226.52226.75226.73225.65226.05226.12226.66WWWWSDSDSD225.712
2
5
.
9
6225.85
2
2
7
.
3
2226.77225.00226.55226.57226.31226.89226.25
226.50
227.15SD SD
SDSDSDSD227.15228.69228.93S
S
SD WWSSSSSS2
2
8
.
8
6
2
2
8
.
7
8
2
2
7
.
3
8
226.14226.14226.33WET L
A
N
D
A
R
E
A PARK A
N
D
RI
DE
XX
100.00'N 88°39'36" W 250.00'N 01°15'41" E100.00'N 88°39'36" W
250.00'N 01°15'41" EI.E. = 225.02' (TOP STOVE PIPE)
I.E. = 223.62' (30" CMP E.)
I.E. = 223.52' (12"CMP W.)
RIM = 230.02'
TYPE 2 C.B.TYPE I C.B.
RIM = 225.78'
I.E. = 221.42' (12"CMP W.)
I.E. = 221.43' (12"CMP E.)
SOUTH 348TH STREET
2021049034
2222222232232242
2
4
225
225
225225226226226 22622622722722722722822
8229 229 230231S
50'228.93228.692
3
0
.
2
1
2
3
0
.
3
3 230.66 ME
230.44 ME225.65227.15226.94 ME B
C/T
C
225.44 ME B
C/T
C
225.352
2
5
.
4
7
2
2
4
.
7
7
M
E
2
2
4
.
8
0
M
E 226.16 ME BC/TC2
2
4
.
1
9
M
E
229.93 ME227.13 ME BC/TC227.34227.76 ME B
C / 228.26 T
C
228.47225.11 ME BC/TC225.32225.53224.89 ME BC / 225.39 TC229.62 ME BC / 230.12 TC224.76 ME BC / 225.26 TC228.44 ME BC / 228.94 TC228.07 ME BC / 228.57 TCCATCH BASIN TYPE 2
CATCH BASIN TYPE 1
STORM DRAIN CLEANOUT
STORM DRAIN PIPE (SDP)
DRAIN PIPE
TOP OF CURB
BOTTOM OF CURB
MATCH EXISTING
FINISH GRADE SPOT EL
DIRECTION OF FLOW
RIDGE LINE
SD
DP
1.REFER TO C1 FOR GENERAL STORM NOTES. REFER TO C7-C12 FOR DETAILS.
2.SPOT ELEVATIONS ARE AT FINISHED SURFACE (FS) / BOTTOM OF CURB, UNLESS
OTHERWISE SPECIFICALLY NOTED. ALL CURBS ARE 6" HIGH, UNLESS OTHERWISE
SPECIFICALLY NOTED.
3.SLOPES TO CATCH SHALL NOT EXCEED 3:1 WHERE POSSIBLE (2:1 MAX).
4.LIMIT SLOPES TO 2% MAX (1.5% IS PREFERABLE) AT ADA STALLS AND PEDESTRIAN
ACCESS AREAS AS SHOWN IN PLAN.
5.CATCH BASIN TYPE 1 PER COFW STD DWG NO. 4-1. RECTANGULAR FRAME PER COFW
STD DWG NO. 4-6.
6.RECTANGULAR HERRINGBONE GRATE PER COFW STD DWG NO. 4-5. ALL STORM DRAIN
COVERS AND GRATES SHALL BE LOCKING.
7.DRAIN PIPE (DP) SHALL BE AT 1% MIN SLOPE AND THE FOLLOWING PIPE MATERIALS AND
CORRESPONDING MIN COVER: 18" FOR SOLID WALL PVC (SDR-21), 3 FT FOR SOLID WALL
PVC (SDR-35), AND 6 IN FOR DUCTILE IRON (CL 52) STORM PIPE.
8.PIPE ZONE BEDDING AND BACKFILL PER WSDOT STD PLAN NO. B-55.20-03
9.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF
DOWNSPOUTS. ROOF DRAINS SHALL MAINTAIN 1% MIN SLOPE.
10.POSITIVE DRAINAGE SHALL BE PROVIDED IN LANDSCAPED AREAS.
11.FOOTING DRAIN SHALL BE 4" MIN RIGID PERF PVC DRAIN PIPE WRAPPED IN DRAINAGE
FABRIC AND SURROUNDED BY DRAIN ROCK. DAYLIGHT OR TIGHTLINE FOOTING DRAINS
TO DOWNSTREAM STORM SYSTEM AS REQ'D.BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY
DATUM
NAVD88
0
SCALE IN FEET
40201020
LEGEND (PROPOSED)PLAN NOTES
SDCO
BC
ME
98.00
TC
SDCO
BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003GRADING & STORM DRAINAGE PLANC5
5
N
SOUTH 348TH STREET
FRONTAGE ROAD GRADING DETAIL
SCALE: 1" = 10'
1
-
185 LF - 8 FT DIA CMP DETENTION SYSTEM
TOP OF TANK=223.70
BOTTOM OF TANK=215.70
SEE DETAILS C11-C12
CB2 (TYPE 2 - 48" DIA)
W/ SOLID LOCKING ROUND COVER
RIM=226.27
IE=216.20 (24" W)
IE=219.60 (8" N)
BIOPOD BIOFILTER SYSTEM
4 FT BY 6 FT VAULT W/ INTERNAL BYPASS
RIM=226.17
IE IN=221.03
IE OUT=220.23
SEE DETAIL C12
CB1 (TYPE 2 - 54" DIA)
CONTROL STRUCTURE
W/ SOLID ROUND COVER
RIM=226.68
IE=216.20 (24" E)
IE=216.20 (12" W)
SEE DETAILS
CB6 (TYPE 1)
W/ STD GRATE
RIM=225.00
IE=222.00
CB4 (TYPE 1)
W/ STD GRATE
RIM=225.85
IE=221.50
EX CB (TYPE 1)
EX RIM=216.58
EX IE=214.66
(FIELD VERIFY)
EX 40 LF LEVEL SPREADER OUTFALL
(FIELD VERIFY)
EX 8 LF 12" SD
(FIELD VERIFY)
CB3 (TYPE 1)
W/ STD GRATE
RIM=225.96
IE=221.09
CB5 (TYPE 1)
W/ STD GRATE
RIM=225.71
IE=221.68
0
SCALE IN FEET
2010510
N
IE=216.20
5 LF 24" CMP STUB @ S=0%
10 LF 8" CPEP @ S=6.30%
6 LF 8" CPEP @ S=1.00%
38 LF 12" CPEP @ S=3.63%
CONNECT TO EX PIPE AS REQ'D
IE=214.82 (FIELD VERIFY)
63 LF 8" CPEP @ S=0.65%
63 LF 8" CPEP @ S=0.51%PROP BLDGFF=226.87117 LF 8" CPEP @ S=0.50%
TYPICAL FOOTING DRAIN
NTS
2
-
18" MIN.
2" MIN. / 4" MAX.
12" MIN.
2" MIN.
NOTES:
1.SURFACE SEAL TO CONSIST OF 6" TO 12" OF NATIVE SOIL OR OTHER LOW PERMEABILITY
MATERIAL. SLOPE AWAY FROM BUILDING.
2.DRAIN PIPE: PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR SLOTS
FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT, 0.5% MIN. DO NOT USE FLEXIBLE
CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINES.
WRAP WITH MIRAFI 140 FILTER FABRIC OR EQUAL.
A.CUT = 980 CY
B.FILL = 1,100 CY
C.NET IMPORT/EXPORT (B-A) = 120 CY
D.TOTAL EARTHWORK (A+B) = 2,080 CY
EARTHWORK QUANTITIES
5'8'15'15'8'14'
TOTAL EXISTING: ALL TBR
TOTAL PROPOSED: 18,285 SF
IMPERVIOUS SURFACES8'6'36" ACCESS RISER (TYP OF 3)
226.80SSSSSSSSSSSSSS226.57226.85226.
8
5
226.85226.852
2
6
.
8
5
226.85226.85226.85
226.8
5226.67226.77227.46227.31227.462
2
7
.
3
8
22
6
.
5
8 226.74227.20226.51226.61226.61
2
2
6
.
5
7
2
2
6
.
5
5
2
2
6
.
3
3
226.02226.70226.70226.70226.7
0 226.272
2
6
.
7
5226.52226.52226.75226.73225.65226.05226.12226.66WWWWSDSDSD225.712
2
5
.
9
6225.85
2
2
7
.
3
2226.77225.00226.55226.57226.31226.89226.25
226.50
227.15SD SD
SDSDSDSD227.15228.69228.93S
S
SD WWSSSSSS2
2
8
.
8
6
2
2
8
.
7
8
2
2
7
.
3
8
226.14226.14226.33WET L
A
N
D
A
R
E
A PARK A
N
D
RI
DE
XX
100.00'N 88°39'36" W 250.00'N 01°15'41" E100.00'N 88°39'36" W
250.00'N 01°15'41" EI.E. = 216.90' (C/L CHANNEL) 8" N/S
I.E. = 216.90' (C/L CHANNEL) 12" E/W
RIM = 225.00'
S.S. MANHOLE
SOUTH 348TH STREET
2021049034
2222222232232242
2
4
225
225
225225226226226 22622622722722722722822
8229 229 230231S
50'
SEWER CLEANOUT
SEWER PIPE
WATER PIPE
WATER METER
RPBA
DCVA
SS
W
TRASH ENCLOSURE W/ ROOF
REFER TO ARCH PLANS BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY
DATUM
NAVD88
0
SCALE IN FEET
40201020
LEGEND (PROPOSED)
SSCO BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003WATER & SEWER SERVICES PLANC6
6
N
SOUTH 348TH STREET
SSCO
IE=223.30
SSCO
IE=223.30
TRASH DRAIN W/
DOWNTURNED ELBOW
GRAVITY GREASE INTERCEPTOR (GGI) SIZING:
TYPE OF FIXTURE # OF FIXTURES # OF DFUs TOTAL DFUs
3 COMPARTMENT SINK 1 9 9
MOP SINK 1 3 3
FLOOR DRAIN 6 2 12
TOTAL:24 DFUs
SELECT 1,000 GAL MIN GGI (MAX DFUs 35)
GREASE INTERCEPTOR DETAIL
SCALE: NTS
1
-
1,000 GAL GREASE INTERCEPTOR
RIM=ADJUST TO FG
IE IN=222.76
IE OUT=222.59
SEE DETAIL THIS SHEET
SSCO
SIDE SEWER (TYP)
6" PVC SDR 35 @ S=2.0% MIN
CONNECT TO EX SIDE SEWER
SSCP 24625 (FIELD VERIFY
DEPTH AND LOCATION PRIOR
TO CONSTRUCTION)
REUSE EX 5/8" BY 3/4" DOMESTIC METER
(WTR SVC 1002)
INSTALL DCVA PER LUD STANDARDS
5/8" BY 3/4" IRRIGATION METER AND DCVA
PER LUD STANDARDS
PROP BLDGFF=226.871.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
PRE-CONSTRUCTION MEETING.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE
(FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT
APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION
OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AD THE
KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT
ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN
THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO
THE CITY OF FEDERAL WAY.
3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO
FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN
OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE
FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY
THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION.
4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE,
SEWER CONVEYANCE, GAS, ELECTRICITY, ETC).
5.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION
MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND
THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
6.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PRORESS.
7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040);
NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO
8:00 P.M. ON SATURDAYS.
8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH
FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE
GRANTED BY THE PUBLIC WORKS DIRECTOR.
9.IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN
THE ROAD RIGHT-OF-WAY.
10.FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8
ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO
CONSTRUCTION.
11.VERTICAL DATUM SHALL BE KCAS OR NCVD-29.
12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR
APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION.
ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE
WSDOT/APWA STANDARD SPECIFICATIONS.
13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED
ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS,
AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL
DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)e. THE
AGGREGATE WILL BE 3/8" MINUS.
14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN
ACCORDANCE WITH WSDOT 2-06.3.
15.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFIALLY
APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS.
ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3.
LAKEHAVEN GENERAL NOTES
SSCO
FIRE HYDRANT PER LUD
STANDARDS
BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003DETAILSC7
7
BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003DETAILSC8
8
BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003DETAILSC9
9
BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003DETAILSC10
10
TOP OF RISER
ORIFICE 1
ORIFICE 2
ORIFICE 3
OUTLET IE
INLET IE
223.70
214.20
221.70
223.20
216.20
216.20
12"
1"
0.5"
12" W
24" E
ELEV.(W)
DIA/WIDTH
0.39"
BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003DETAILSC11
11
BYREVISIONDATEOF
CHECKED
DESIGNED
CHECKED
AS-BUILT
DRAWN
DRAWING NAME
JOB NO.
DATE CIVIL DESIGN + CONSULTING4505 91ST AVE SE206.755.3951KRISTEN@KWOENG.ONMICROSOFT.COMKWO ENGINEERING, PLLCMERCER ISLAND, WA 98040KWO
KWO
KWO
NAS
21-021
01/2022
12
PERMIT NO. XX-XXXXXX-XX
APPROVED
DATE
NOTE:
THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER
APPROVAL DATE. THE CITY WILL NOT BE
RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON
THESE PLANS.
FIELD CONDITIONS MAY DICTATE CHANGES TO THESE
PLANS AS DETERMINED BY THE CITY ENGINEER.
PERMIT NO. XX-XXXXXX-XX
DATE
CITY OF FEDERAL WAY
AS-BUILT
AS-BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE AND
ROAD SYSTEM SHOWN HEREIN IS THE RESULT OF A
FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION.
NAME L.S.#DATE
NOT FOR CONSTRUCTION
PRELIMINARY BIGFOOT JAVA FEDERAL WAYSTEVE DAVIS803 S 348TH STFEDERAL WAY, WA 98003DETAILSC12
12