16-105828LIST
OF ABBREVIATIONS
A.F.F.
ABOVE FINISH FLOOR
GWB
GYPSUM WALL BOARD
S.F.
SQUARE FEET
B.O.
BY OWNER
GALV.
GALVANIZED
SjG.
SAFETY GLAZING
CENTERLINE
HDR
HEADER
SGE
5EMI-GLOS5 ENAMEL
CAB.
CABINET
H.F.
HEM FIR
SIM.
51MLIAR
CANT.
CANTILEVER
HR,
HOUR
SQ.
SQUARE
GONG.
CONCRETE
INSUL,
INSULATION
54V
STAIN AND vARN15H
CONT.
CONTINUOUS
I.B.C.
INTERNAT'L BUILDING CODE
TEMP.
TEMPERED
CPT.
CARPET
I.D.
INSIDE DIMENSION
TYP.
TYPICAL
DIA.
DIAMETER
MAT.
MATERIAL
V.B.
VAPOR BARRIER
D.F.
DOUGLAS FIR
MAX.
MAXIMUM
VCT
VINYL COMPOSITION TILES
EA.
EACH
MIN.
MINIMUM
VIF
VERIFY IN FIELD
EE
EGGSHELL ENAMEL
NLB
NON -LOAD BEARING
VSG
VINYL SHEET GOODS
EQ.
EQUAL
N.T.S.
NOT TO SCALE
W.C.
WATER CL05ET
EXIST.
EXISTING
O.C.
ON CENTER
EXT,
EXTERIOR
PLWD
PLYWOOD
F.D.
FLOOR DRAIN
P.T.
PRE65URE TREATED
FEX
FIRE EXTINGU15HER CAB.
RAD.
RADIUS
GA.
GAGE
RM.
ROOM
GALV. GALVANIZED
O"R/A IFLICANT:
AH E C5W Properties LLC
911 VALLEY AVE NW
PUYALLUP, WA 98311
253-8524046
ARCHITECT:
THE KEIMIG ASSOCIATES
216 A STREET N.W.
AUBURN, WA. 98001
(253) 939-3232
FAX: (253) 135-1309
DEVELOPMG CONSULTANT
DAFFODIL STORAGE
Jeff Oldright
44015. 66th 5T
Tacoma, WA
(253) 564-2121 Ex ill
PROJECT DATA
FROJECT LOCATION:
35305 215T AVENUE 5W
FEDERAL WAY, WA
PARCEL A
2521 039 051 25,002.14 SF (0.64 ac)
LEGAL DESCRIPTION:
FOR OF GL I BEG ON W MGN OF 21ST AVE 5 W AT PT 810 FT N
OFNMGN SW356TH5TTH501-16-10W200FTTHN
81-18-50 W 140 FT TH N 01-16-I0 E 200 FT TH 5 81-18-50 E
140 FT TO BEG LE55 POR THOF LY WITHIN N 460 FT OF SD
GL I.
PROJECT LOCATION:
354B 21ST AVENUE 5W
FEDERAL WAY, WA
PARCEL Bs
2521 03S O31 41,491.44 5F (1.09 ac)
LEGAL DESCRIPTION:
PCL B OF FEDERAL WAY LLA 0 5LAOO-100053 REC
*20000601900019 SD LLA BEING LOCATED IN E 461 FT OF
GOV LOT I IN NW 1/4 LY NLY OF 5W 356tU 5T E LY SLY OF N
460 FT THOF
PROJECt LOCATION:
35401 215T AVENUE 5W
FEDERAL WAY, WA
PARCEL C:
2521 039 041 38,624.09 5F (0.89 ac)
LEGAL UCRIPTION•
PCL C OF FEDERAL WAY LLA • 5LA00-!00053 REG
#200006®1900019 5D LLA BEING LOOTED IN E 461 FT OF
GOV LOT I IN NW 1/4 LY NLY OF SW 356TH ST E LY SLY OF N
460 FT THOF
PROJECT L®CATION:
35409 215T AVENUE 5W
FEDERAL WAY, WA
PARCEL 2
2521 039 040 26,53239 5F (0,61 ac)
LEGAL DESCRIPTION:
FOR OF GL I BEG AT PT ON W LN OF 215T AVE 5W 660 FT N
OF NXN OF 5D W LN EXTND 5 WITH N MGN OF CO RD 0 901 TH
W PLW 5D N MGN 311 FT TH N PLW W LN OF 216T AVE SW 150 FT
TH E PLW N MGN OF 00 RD 0 901 DIST 311 FT TO W LN OF
215T AVE 5W TH 5 ALG 51D W LN 150 FT TO POB LE55 E 140
FT THOF LE55 FOR THOF LY WITHIN N 460 FT SD GL 1
CIVIL ENGINEER
CONTOUR ENGINEERING, LLC
KYLE J. R05E
P.O. BOX 949
GIG HARBOR, WA 98332
253-651-5454
FAX: 253-509-0044
GEMIRA CONTRACTOR
BPC I
801 VALLEY AVENUE, NW
SUITE A
PUYALLUP, WA 98311
253-286-3900
I PROJECT SCOPE
ROJECT DESCRIPTION
DEDICATE 20' ALONG THE PUBLIC RIGHT OF WAY. CONSTRUCT 3
STORAGE FACILITIES IN PHASE I, AND 1 SELF -STORAGE
BUILDING IN PHASE II. PHASE I WILL INCLUDE FULL SITE
DEVELOPMENT, LANDSCAPING, UTILITIES, LOOPED FIRE LINE, A
TWO STORY SELF -STORAGE AND RENTAL OFFICE, AND TWO
ADDITIONAL ONE-5TORY SELF -STORAGE STRUCTURES. PHASE
II WILL BEGIN APPROXIMATELY THREE YEARS.
DEFERRED PERMITS
SEPARATE PERMITS
ELECTRICAL (L41)
FIRE SPRINKLER AND ALARM
PROJECT
DATA
SITE. -
ZONING:
BN
COMP PLAN:
NEIGHBORHOOD COMMERCIAL
TOTAL SITES BEFORE DEDICATION: 140k56.1 SF
TOTAL SITES AFTER DEDICATION: 130,2163 5F
SETBACKS:
FRONT:
25'
51DE:
20'
REAR:
20'
MAX. BUILDING HEIGHT:
35' ABOVE AVERAGE BUILDING ELEVATION
PARKING:
REQUIRED PROVIDED
I FOR EACH 300 SF OF
FACILITY'S OFFICE GRO55
FLOOR AREA
1,113 / 300 = 6 6 6 STANDARD
1 ACCESSIBLE
BUILDINCs DATA:
BUILDING OCCUPANCY
BUILDING AREA
BUILD A:
39,129 SF
IST FLOOR: 20,311 SF
OFFICE: B 1,113 5F
STORAGE: 5-1 18,658 5F
2ND FLOOR: 5-1 18,908 SF
BUILD B: 5-1
12,111 SF
BUILD C: 5-1
9,391 SF
APPLICABLE CODES:
2015 115.C. AND STANDARDS WITH
WASH. 5TATE-WIDE AMENDMENTS
ICC/ANSI A111.1-2009 EDITION
CONSTRUCTION TYPE:
II-B, FULLY SPRINKLED
DRAWING INDEX
ARCHITECTURAL
A1.0
PROJECT INFORMATION, VICINITY MAP
EXISTING SITE PLAN
AI.I
PROP05ED 51TE PLAN
A2.IA
BUILDING A 15T FLOOR PLAN
A22A
BUILDING A 2ND FLOOR PLAN
A3A
BUILDING A EXTERIOR ELEVATIONS
A2.5
BUILDING B FLOOR PLAN
A3.5
BUILDING B EXTERIOR ELEVATIONS
A2.0
BUILDING G FLOOR PLAN
A3.0
BUILDING C EXTERIOR ELEVATIONS
CIVI
Cl
COVER SHEET
C4
GRADING PLAN
MULTI-
FAMILY
RM 1800
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JOB NUMBER-
16 -25
DATE 12-8-16
SHT A1.0
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1� -25
DATE 12-8-16
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C:\CAD\2016\16-25 FedWay Storage\FW Storage 120816.DWG, A A.2.1, 12/8/2016 9:59:58 AM, Oce PlotWave 300 WPD2
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REVISIONS
EXTERIOR FINISH SCHEDULE
O1 24 GA BAKED ENAMEE METAL ROOFING
MATERIAL
O2 24 GA BAKED ENAMEL VERTICAL SIDING MATERIAL
O24 GA BAKED ENAMEL HORIZONTAL SIDING MATERIAL
O24 GA BAKED ENAMEL PRESTIGE SIDING MATERIAL
OCONTINUOUS 24 GAUGE, KYNAR 500 FINISH, GALV.
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BUILDING A SOUTH ELEVATIO
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UILDING A WEST ELEVATION
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JOB NUMBER
6-2
DATE 12-8-I6
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C:\CAD\2016\16-25 FedWay Storage\FW Storage 120816.DWG, B A.2, 12/8/2016 9:37:38 AM, Oce PlotWave 300 - WPD2
IREVISIONS
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TIGHT LINES
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p CMU VENEER
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DING B SOUTH ELEVATION
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ILDING B
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PLANNERS
JOB NUMBER
16-25
DATE 12-5-16
SHT A.3.B
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7 of 8
C.\CAD\2016\16-25 FedWay Storage\FW Storage 120816.DWG, C A.2, 12/8/2016 9:36:30 AM, Oce PlotWave 300 - WPD2
C:\CAD\2016\16-25 FedWay Storage\FW Storage 120816.DWG, C A.3, 12/8/2016 9:35:47 AM, Oce PlotWave 300 - WPD2
GRAPHIC SCALE
0 30 60
1 INCH = 30 FEET (22"x34")
1 INCH = 60 FEET (11"x17")
ARCHITECT Es CTCONTOUR ENGINEERING URVEYOR(ROW) & ENGINEER
THE KEIMIG 216 A STREET NW 4706 97TH ST NW, SUITE 100
AUBURN, WA 98001 GIG HARBOR, WA 98332
(253) 939-3232 PHONE: (253) 857-5454
SURVEYOR (ON —SITE)
DRYCO SURVEY
827 MAIN ST #A
SUMNER, WA 98390
(253)826-0300
PROJECT INFORMATION
PARCEL#S:
2521039-041, -040, -051, -037
TOTAL SITE AREA:
APPROX 3.08 ACRES
ADDRESS/LOCATION:
35305 21ST AVE SW 98023
ZONING:
BN- NEIGHBORHOOD BUSINESS
BUILDING INFO:
BUILDING A = APPROX 20,500 SQ. FT.
BUILDING B = APPROX 12,750 SQ. FT.
BUILDING C = APPROX 9,540 SQ. FT.
BUILDING D = APPROX 18,735 SQ. FT.
TOTAL = APPROX 61,525 SQ. FT.
BUILDING PHASE INFO: BUILDINGS AB, AND C WILL BE BUILT IN
THE FIRST PHASE. BUILDING D WILL BE ROCK WALL
CONSTRUCTED IN A LATER SECOND PHASE
SETBACKS: FRONT=25' ;
SIDE=20'
REAR=20'
PARKING: 1 STALL PER 300 SQ. FT. OF OFFICE FLOOR SPACE
OFFICE=1,665 SQ. FT.
TOTAL STALLS REQUIRED = 5.55
TOTAL STALLS PROVIDED = 6 + 1 ADA
BASIS OF BEARING
HELD BEARING OF NORTH 0058'18" WEST ALONG //
Al
THE MONUMENTED CENTERLINE OF 21ST STREET
AVENUE SOUTHWEST.
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SURVEYOR'S NOTES
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH
INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER
600) AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM
(GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE
STANDARDS OF WAC 332-130-090.
2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY
THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR
INSTALLATION ARE SHOWN HEREON.
3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
THEY EXISTED AUGUST 15, 2016, THE DATE OF THIS FIELD SURVEY.
4) LEGAL DESCRIPTION PROVIDED BY CLIENT.
5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR
TO PROPERTY LINES.
6) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR
RESERVATIONS WHICH MAY EFFECT THIS SITE.
VERTICAL DATUM
BASE: FOUND DRYCO CONTROL POINT NO. 2145 1/2
REBAR AT PROPERTY CORNER ELEVATION 388.73
FEET (NGVD 29). DRYCO SURVEY INFORMATION WAS
HELD FOR THE ONSITE SURVEY.
CONSTRUCTION SEQUENCE
FEDERAL WAY STORAGE ' j 4 1., 3
< l
O4 1 F SECTION 25 TOWNSHIP 21 NORTH RANGE 3 EAST W.M.
1 A PORTION OF THE NE / � .•. ��
-.
CITY OF FEDERAL WAY, WASHINGTON
COVER SHEET
GEOTECHNICAL ENGINEER ap
TJB
GEORESOURCES, LLC ( TJB Ifftri
5007 PACIFIC HWY E, SUITE 16
FIFE, WA 98424 Q ! SITE—"
(253) 896-1011
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LEGEND
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(D ..
_ 394 SURVEY PROPOSED
' 20.0' BUILDING SETBACK • — —
_ 17,
I I�
m k CONTOURS
1 r POPERTYLNE/RIGHT-OF-WAYI
1. OBTAIN REQUIRED PERMITS AND HOLD A PRE -CONSTRUCTION MEETING WITH THE CITY.
2. ESTABLISH CLEARING AND GRADING LIMITS.
3. INSTALL CONSTRUCTION ENTRANCE.
4. CONSTRUCT SILT FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN.
5. SCHEDULE AN EROSION CONTROL INSPECTION WITH THE CITY.
6. INSTALL STORM DRAINAGE COMPONENTS AS REQUIRED.
7. PERFORM MASS GRADING AND INSTALL STABILIZATION MEASURES AS GRADING OPERATIONS PROCEED
8. STABILIZE ALL EXPOSED SOILS.
9. ONSITE SILTATION FENCE AND ALL INLET PROTECTION TO REMAIN UNTIL CONSTRUCTION HAS BEEN
COMPLETED AND THE SITE IS STABILIZED TO THE APPROVAL OF THE COUNTY INSPECTOR.
10. ARRANGE FINAL INSPECTION WITH COUNTY.
11. REMOVE TESC MEASURES WHEN ALLOWED BY CITY INSPECTOR.
i
/ S89°24'21 "E 436.9 '(M)
I I
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UTILITY NOTE FILL SPECIFICATION
EXISTING UTILITY INFORMATION DEPICTED ON THESE PLANS WAS FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR
OBTAINED FROM BEST AVAILABLE SOURCES AT THE TIME OF DESIGN. SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW
OF EXISTING UNDERGROUND CONFLICTING UTILITIES DEPICTED OR ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.
NOT DEPICTED ON THESE PLANS. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS.
TRENCH NOTES
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT
SHALL BE SHORED AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FOR
WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW.
8.0' SIDEWALK
9.0' PLANTER STRIPS
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1
RIGHT-OF-WAY DEDICATION
- -
RIGHT-OF-WAY CENTERLINE
-
EASEMENT
- - - - - -
BUILDING SETBACK
STORM DRAIN LINE
SD
SANITARY SEWER LINE
SS
ROOF DRAIN LINE
RD
OVERHEAD POWER LINE
UNDERGROUND POWER LINE
GAS LINE
WATER LINE
w
TYPE 2 CATCHBASIN
Q
TYPE 1/TYPE 1L CATCHBASIN
■
STORM DRAIN CLEANOUT (SDCO)
QQ
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT (SSCO)
•
HYDRANT
Ak
WATER VALVE
3•4 3A 'T
WATER METER
fa
GAS MARKING POST
GAS METER (GM)
GAS VALVE (GV)
MONUMENT
O
POWER POLE (PP)
GUY WIRE (GW)
TELEPHONE JUNCTION BOX
SIGNAL BOX (SB)
SIGN
ASPHALT
CONCRETE
a
GRAVEL
VERIFICATION NOTE
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
CONFLICTS ARE IDENTIFIED. -
CALL 811 AT LEAST 48
HOURS BEFORE YOU DIG
GRAPHIC SCALE
0 20 40
I INCH = 20 FEET (22"x34")
1 INCH = 40 FEET (11"x17")
FEDERAL WAY STORAGE
A PORTION OF THE NE 1/4 OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M.
CITY OF FEDERAL WAY, WASHINGTON
GRADING PLAN
_ _ VV -
—W --W — vv
W — — — W — — W — — — W
W W F
W W
(1 0 0%-
o
394.5V
GRADING QUANTITIES
CUT = 6000 C.Y.
FILL = 6200 C.Y.
NET = 200 C.Y. (FILL)
THIS CALCULATION IS FOR REVIEW AND PERMITTING PURPOSES ONLY. THE NUMBERS SHOWN ARE GENERATED
FROM THE FINISHED GROUND SURFACE TO THE EXISTING GROUND PROVIDED BY THE SURVEY. CONTRACTOR
SHALL DO THEIR OWN CALCULATION BASED ON THE INFORMATION PROVIDED WITHIN THESE PLANS.
THE QUANTITIES MAY VARY BASED ON THE FOLLOWING FACTORS:
1. SHRINK/SWELL OF EXISTING SOILS
2. VARIANCE OF VEGETATION THICKNESS AND UNSUITABLE TOPSOIL
3. SUBBASE REQUIREMENTS FOR THE BUILDING FOUNDATION BASED ON THE FINAL STRUCTURAL DESIGN
4. TRENCHING EXCAVATION FOR PROPOSED UTILITIES
5. ADDITIONAL CUT/FILL MAY BE REQUIRED FOR FUTURE UTILIZATION OF THE SITE
VFRTFTC'ATTON NOTF
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
CONFLICTS ARE IDENTIFIED.
CALL 811 AT LEAST 48