Exhibit C PlansΔ
SOUTH DASH POINT ROAD9TH PL
S
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
12
TCSMLAJB
FEBRUARY 12, 2019
LAND USE REVIEW
2180539.10
MAC HOOVER
941 SOUTH DASH POINT ROAD
FEDERAL WAY, WA 98003
CHRIST'S CHURCH
CHRIST'S CHURCH
MULTI-PURPOSE
BUILDING
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
CHRIST'S CHURCH MULTI-PURPOSE BUILDING
VICINITY MAP
NOT TO SCALE
A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 4 EAST OF
THE WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER
OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER,
THENCE SOUTH 89°53'59" WEST 210.00 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 00°05'23" EAST TO THE SOUTHEASTERLY
MARGIN OF MALTBY ROAD (SOUTH DASH POINT ROAD) THENCE
SOUTHWESTERLY ALONG SAID SOUTHEASTERLY MARGIN TO THE
SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST
QUARTER; THENCE EASTERLY ALONG SAID SOUTH LINE TO THE
TRUE POINT OF BEGINNING.
NO TITLE REPORT PROVIDED FOR THIS SURVEY
BOUNDARY IS SHOWN PER ASSESSORS RECORDS
THIS SURVEY DOES NOT PURPORT TO SHOW ANY EASEMENTS OF
RECORD
LEGAL DESCRIPTION
NGVD 29
CITY OF FEDERAL WAY VERTICAL BENCHMARK FW118
BRASS DISK AT INTX OF S 298TH ST AND 8TH AVE S
ELEV:336.30
VERTICAL DATUM
NAD 83/91
CITY OF FEDERAL WAY CONTROL POINTS FW118 AND FW115
FW115-BRASS DISK IN CASE AT INTX OF SW 292ND ST AND 2ND AVE
SW
FW118-BRASS DISK IN CASE AT INTX OF S 298TH ST AND 8TH AVE S
A LINE BETWEEN THE FOUND MONUMENTS BEARS N53° 24' 07"W
BASIS OF BEARING
W
FOUND MONUMENT
SET NAIL AND WASHER
BOLLARD
MAIL BOX
SIGN
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STORM CLEANOUT
STORM CATCH BASIN
STORM MANHOLE
GAS METER
GAS VALVE
POWER TRANSFORMER
GUY ANCHOR
UTILITY POWER POLE
JUNCTION BOX
POWER METER
LUMINAIRE
TELEPHONE RISER
TELEPHONE VAULT
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
HOSE BIB
IRRIGATION CONTROL VALVE
WATER METER
WATER VALVE
WATER VAULT
C-CEDAR, F-FIR
P-PINE, RW-REDWOOD
C-CHERRY, M-MAPLE
P-PLUM, U-UNKNOWN
POWER VAULT
HB
YARD DRAINYD
ROOF DRAIN
STORM LINE
SEWER LINE
WATER LINE
GAS LINE
ELECTRICAL LINE
COMMUNICATION LINE
OVERHEAD UTILITIES
FENCE
EXISTING LEGEND
ASPHALT
CONCRETE
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
DATE: October 11, 2019 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-SH-COVR.dwg
COVER SHEET
C-100
1
Sheet List Table
Sheet Number Sheet Title
C-100 COVER SHEET
C-200 TESC AND DEMOLITION PLAN
C-201 TESC NOTES AND DETAILS
C-300 HORIZONTAL CONTROL AND SURFACING PLAN
C-400 GRADING AND STORM DRAINAGE PLAN
C-401 STORM DRAINAGE NOTES AND DETAILS
C-402 STORM DRAINAGE NOTES AND DETAILS
C-500 SANITARY SEWER PLANS
C-501 SANITARY SEWER NOTES AND DETAILS
C-600 WATER PLANS
C-601 WATER NOTES AND DETAILS
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: TODD SAWIN, P.E.
OWNER/DEVELOPER
CIVIL ENGINEER
SURVEYOR
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: DAVE FOLLANSBEE, PLS
CHRIST'S CHURCH AT FEDERAL WAY
941 SOUTH DASH POINT ROAD
FEDERAL WAY, WA 98003
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: KEN LELAND, P.E.
STRUCTURAL
BRADLEY DESIGN GROUP
4330 NORTH LEXINGTON STREET
TACOMA, WA 98407
PH. (253) 272-4848
CONTACT: KATHLEEN BRADLEY READER
LANDSCAPE
THE KEIMIG ASSOCIATES
307 D STREET SE
AUBURN, WA 98002
PH. (253) 939-3232
FAX. (253) 735-1309
ARCHITECT
941 SOUTH DASH POINT ROAD
FEDERAL WAY, WA 98003
PROJECT LOCATION
0521049092 161,170 SF (3.70 AC)
PARCEL NUMBER
EXISTING
MULTIPURPOSE
BUILDING
PROPOSED
MULTIPURPOSE
BUILDING
EXISTING SANCTUARY
LOCATION OF "N" PHOTOS
LOCATION OF "SW" PHOTOS LOCATION OF "SE" PHOTOS
02/14/2020
ΔSOUTH DASH POINT ROAD9TH PL
SSOUTH DASH POINT ROAD9TH PL
S
BUILDING 'B'
BUILDING 'A'
BUILDING 'C'
TO BE REMOVED
BUILDING 'D'
TO BE REMOVED
BUILDING 'E'
TO BE REMOVED
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
SL
SF
SF
SF
CL
CE
1
1
1
1
2
3
4
5
6
7
7
7
EXISTING HYDRANT TO BE
RELOCATED PER LAKEHAVEN
WATER AND SEWER DISTRICT'S
DIRECTION.
CONTAINERS TO
BE REMOVED
8
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
12
TCSMLAJB
FEBRUARY 12, 2019
LAND USE REVIEW
2180539.10
MAC HOOVER
941 SOUTH DASH POINT ROAD
FEDERAL WAY, WA 98003
CHRIST'S CHURCH
CHRIST'S CHURCH
MULTI-PURPOSE
BUILDING
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
CHRIST'S CHURCH MULTI-PURPOSE BUILDING N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
DATE: October 16, 2019 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-SH-TESC.dwg
TESC AND
DEMOLITION PLAN
C-200
2
T.E.S.C. LEGEND
INLET PROTECTION
REMOVE EXISTING UTILITY
CONSTRUCTION ENTRANCE
CLEARING/PROJECT LIMITS
SAWCUT LINE
SILT FENCE
IP
CE
CL
SL
SF
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 BE 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 15 DAYS, 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 48 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.5.2 OF THE KCSWDM ARE IN EFFECT
BEGINNING OCTOBER 1 THROUGH APRIL 30.
13.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING 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 22-1568 (C)
(6) (A-G) OF FWRC.
CITY OF FEDERAL WAY
EROSION/SEDIMENTATION CONTROL NOTES:
PRESERVE EXISTING UTILITY TO REMAIN.
REMOVE EXISTING CATCH BASIN. CAP AND ABANDON EXISTING PIPE
EXCEPT UNDER NEW BUILDING LOCATION REMOVE PIPE.
EXISTING POND TO BE TEMPORARY SEDIMENT POND.
REMOVE RIP RAP PRIOR TO FINAL SITE STABILIZATION
REMOVE EXISTING CONCRETE WALK
REMOVE SHED
REMOVE EXISTING ROCKERY
REMOVE CONCRETE CURB AND ISLAND
1
2
3
8
KEY NOTES:
A
C-201
B
C-201
D
C-201
4
5
6
7
02/14/2020
ΔSOUTH DASH POINT ROAD9TH PL
S
100'
5'
20'
BUILDING 'B'
BUILDING 'A'
MULTI-PURPOSE
BUILDING
BUILDING 'C'
TO BE REMOVED
BUILDING 'D'
TO BE REMOVED
BUILDING 'E'
TO BE REMOVED
BSMT.
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
BSMT.
DOOR
10'X71' OVERH
A
N
G
5' CONCRETE WALKWAY (TYP)-0+001+002+003+004+005+0
0
6+00
7+00
BEGIN STATIONING
N 125124.7285
E 1271366.1298
4.5'4'
18'
26'18'18'
25'
18'
EXTRUDED CURB
8'
9'
52'
60'60'
26'
26'
IFC COMPLIANT HAMMERHEAD
TURNAROUND
DUMPSTER LOCATION
COVERED
WALKWAY
DOOR
DOOR
DOOR
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
12
TCSMLAJB
FEBRUARY 12, 2019
LAND USE REVIEW
2180539.10
MAC HOOVER
941 SOUTH DASH POINT ROAD
FEDERAL WAY, WA 98003
CHRIST'S CHURCH
CHRIST'S CHURCH
MULTI-PURPOSE
BUILDING
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
CHRIST'S CHURCH MULTI-PURPOSE BUILDING N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
DATE: October 11, 2019 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-SH-CNTRL.dwg
HORIZONTAL
CONTROL AND
SURFACING PLAN
C-300
4
KEY NOTES
MATCH EXISTING ASPHALT. SEAL JOINT WITH ASPHALT EMULSION
PER WSDOT STANDARD SPECIFICATION 9-02.1(6).
MATCH EXISTING CURB AND GUTTER.
4" PAINTED SINGLE WHITE SOLID LINE PER WSDOT STANDARD
SPECIFICATION 9-34.2
ADA PAVEMENT MARKING PER WSDOT STANDARD PLAN ,M-24.60-04.
BLACK VINYL COATED 6FT HIGH CHAIN LINK FENCE PER WSDOT
STANDARD PLAN L-20.10-03
1
2
3
4
5
15'
3"
4"
3" HOT MIX ASPHALT (HMA), CLASS 1
2"
CRUSHED SURFACING BASE
COURSE, WSDOT 9-03.9(3)
REMOVE UNSUITABLE
MATERIAL AND COMPACT
SUBRADE TO 95% MDD.
1.DEPTHS ARE COMPACTED
THICKNESS
NOTES:
LEGEND
BUILDING
A
B
C
D
E
(S.F.)
16,222
9,670*
7,860*
1,084
1,792
AREA
* PER KING COUNTY ASSESSOR
TYPE PER IBC
V-A
V-A
V-A
V-A
V-A
CONSTRUCTION
SPRINKLED
YES
NO
NO
NO
NO
BUILDINGS C, D, AND E TO BE REMOVED
BUILDING DATA
EXISTING BUILDINGS
BUILDING
A
B
(S.F.)
16,222
9,670*
AREA
TYPE PER IBC
V-A
V-A
CONSTRUCTION
SPRINKLED
YES
NO
BUILDINGS UPON PROJECT COMPLETION
4,056
3,750
Level 1
Level 2
NEW MULTI-32,640 V-A YES
PURPOSE
16,640
16,000
Main Level
Basement
(CONDITIONED) / (16,760 SF WITH OVERHANGS)
(CONDITIONED)
(CONDITIONED)
(32,760 INCLUDING OVERHANGS)
ASPHALT PAVING - STANDARD DUTY
CEMENT CONCRETE WALK
LANDSCAPING
CHAINLINK FENCE
PROPERTY / RIGHT-OF-WAY LINE
CENTERLINE
BUILDING OUTLINE
1
2
3
4
5
A NOT TO SCALE
PAVEMENT SECTION
A
C-300
G
C-401
02/14/2020
9TH PL
S
BUILDING 'A'4+005+0
0
6+00
7+00
8+00
9+00
10+0
0
11+0
0
12+0
0
12+6
0
STA:4+45.44, 1.01'LT
STA:12+06.49, 1.02'LT
STA:9+36.49, 8.28'LT
STA:9+36.48, 1.18'RT
STA:8+86.50, 9.69'LT
STA:7+86.48, 1.65'RT
STA:7+36.48, 1.65'RT
STA:7+36.51, 9.69'LT
STA:6+17.85, 0.54'RT
STA:6+12.96, 6.13'LT
1
1
1
1
1
1
1
1
1
1
1
STA:7+65.61, 9.69'LT
STA:6+70.15, 23.72'LT
STA:7+13.23, 22.62'LT
STA:7+46.98, 22.02'LT
STA:7+91.13, 21.97'LT
STA:8+86.73, 22.02'LT
STA:9+36.83, 20.61'LT
STA:12+06.82, 13.02'LT 2
2
2
2
S DA
S
H
P
OI
N
T
R
O
A
D
2
2
2
STA:7+61.42, 4.73'LT
STA:8+35.81, 4.09'LT
3
3
4
4
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
12
TCSMLAJB
FEBRUARY 12, 2019
LAND USE REVIEW
2180539.10
MAC HOOVER
941 SOUTH DASH POINT ROAD
FEDERAL WAY, WA 98003
CHRIST'S CHURCH
CHRIST'S CHURCH
MULTI-PURPOSE
BUILDING
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON.
CHRIST'S CHURCH MULTI-PURPOSE BUILDING N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
DATE: December 18, 2019 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-SH-OFFSITE.dwg
OFF-SITE
IMPRVOVEMENT
PLAN
C-301
Value
LEGEND
ASPHALT PAVING - STANDARD DUTY
CEMENT CONCRETE WALK
LANDSCAPING
CHAINLINK FENCE
PROPERTY / RIGHT-OF-WAY LINE
CENTERLINE
A
C-300
KEYNOTES:
DOUBLE YELLOW CENTERLINE PER CITY OF FEDERAL WAY STD
DETAIL 3-17
WHITE EDGE LINE PER CITY OF FEDERAL WAY STD DETAIL 3-17
TYPE 2SL (LEFT) TRAFFIC ARROW PER WSDOT STD. PLAN
M-24.40-02
RELOCATE EXISTING POWER POLE
NEW HMA PAVEMENT, PROVIDE 4 FOOT SHOULDER
1
2
3
4
5
4
5
5
5
5
02/14/2020