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� 111
EXISTING BUILDING
10 0 5 10 20
(FEET)
1 INCH = 10 FT
2 CIVIL SITE PLAN
C2.0 1 if = 10'
CONSTRUCTION NOTES:
EXISTING BUILDING FOOTPRINT, SEE BUILDING DESIGN SHEETS FOR ADDITIONAL
INFORMATION.
QEXISTING ATM, (4) ADJACENT BOLLARDS, AND RAISED CONCRETE ISLAND TO REMAIN IN
PLACE AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION.
CONSTRUCT TRASH AND RECYCLING ENCLOSURE. 6-0" TALL CMU WITH METAL GATES.
REFER TO BUILDING PLANS FOR ALL INFORMATION.
4� CONSTRUCT 6" THICK CONCRETE (fc = 4,000 PSI,) W/ #5 REBAR @ 12" o.c. 3" CLEAR ALL
SIDE. PLACE OVER 12" 3/4 minus BASE ROCK.
CONSTRUCT 3" ASPHALT SECTION — 1/2" MIX W/ PG 64-28 BINDER (OR LOCAL
EQUIVALENT) ASPHALT PAVING OVER 12" OF 3/4" minus BASE ROCK OVER APPROVED
SUB -GRADE. ALL PLACEMENT AND COMPACTION SHALL CONFORM TO WSDOT
STANDARDS FOR CONSTRUCTION.
APPROXIMATE LOCATION OF SAW CUT LIMITS FOR EXISTING POTHOLES WITHIN
PARKING AND MANEUVERING AREA. CONSTRUCT PATCH — 1/2" MIX W/ PG 64-28 BINDER
(OR LOCAL EQUIVALENT) ASPHALT PAVING OVER 12" OF 3/4" minus BASE ROCK OVER
APPROVED SUB -GRADE. ALL PLACEMENT AND COMPACTION SHALL CONFORM TO
WSDOT STANDARDS FOR CONSTRUCTION. ALL VERTICAL FACES SHALL BE APPLIED
WITH TACK COAT PRIOR TO NEW AC PLACEMENT
�7 CONSTRUCT PEDESTRIAN PATH TO PUBLIC RIGHT-OF-WAY.
EXISTING ASPHALT PAVEMENT TO BE HEATED AND STAMPED USING A DIAGONAL
HERRINGBONE PATTERN, THEN COLORED USING ULTRA BOND 400 XP ASPHALT
COATING OR APPROVED EQUAL. GC TO COORDINATE ASPHALT COLORS AND SCHEME
WITH OWNER AND CITY OF FEDERAL WAY AT T.O.C.
CONSTRUCT CONCRETE ADA CURB RAMP TYPE "B" PER WSDOT STANDARD DRAWING
F-40.15-03. PROVIDE NEW TRUNCATED DOME DETECTABLE WARNING PER WSDOT
STANDARD DRAWING F45.10. COORDINATE WITH CITY INSPECTOR AT T.O.C. AS
v v v v v v V V Y
�9 CONSTRUCT EMBEDDED CURB PER DETAIL 1 ON SHEET C3.0. FIELD VERIFY SAWCUT
LIMITS OF ASPHALT PATCH AND COORDINATE WITH CITY INSPECTOR AT T.O.C.
10 CONSTRUCT LANDSCAPE WITHIN LIMITS SHOWN. SOIL TO BE HELD DOWN BEHIND
CURB PER DETAIL 1 ON SHEET C3.0. FIELD VERIFY SAWCUT LIMITS OF ASPHALT
PATCH AND COORDINATE WITH CITY INSPECTOR AT T.O.C.
11 CONSTRUCT SIDEWALK PER DETAIL 2OHEET C3.0. WIDTH PER PLAN.
12 APPROXIMATE LOCATION OF 1"0 IRRIGATION SERVICE POINT OF CONNECTION.
PROVIDE 1" FEBCO MODEL 850 DOUBLE CHECK ASSEMBLY WITHIN OWNER APPROVED
BOX. GC TO COORDINATE WITH OWNER AT T.O.C. AS REQUIRED.
13 INSTALL "RAS BRAND" AREA LIGHT. POLE HEIGHT, SHAPE/COLOR AND FIXTURE SHOE
BOX TO MATCH EXISTING. LIGHT POLE BASE PER DETAIL 4 ON SHEET C2.0. FIXTURE TO
MEET ENERGY EFFICIENCY AND ALL REQUIREMENTS OF THE FEDERAL WAY REVISED
CODE. LIGHT WATTAGE AND PRODUCT NUMBER TO BE VERIFIED PRIOR TO ORDERING.
14 AREA LIGHT TO BE WIRED FROM EXISTING TYPE 1 LIGHTING CIRCUIT ON WEST SIDE OF
PROPOSED TRASH ENCLOSURE. IF EXISTING LIGHTING CIRCUIT DOES NOT MEET
CAPACITY TO POWER BOTH LIGHTS EXISTING TYPE 1 AREA LIGHT SHALL BE REMOVED,
AND REPLACED WITH NEW TYPE 2'RAB BRAND' AREA LIGHT.
15 LOCATION OF NEW RELOCATED POWER METER. GC SHALL COORDINATE WITH
INSTALLATION WITH UTILITY COMPANY. GC SHALL COORDINATE ACTUAL LOCATION
WITH OWNER PRIOR TO INSTALLATION.
16 APPROXIMATE LOCATION OF RE-ROUTED POWER SUPPLY. GC SHALL COORDINATE
CONDUIT SIZE, DEPTH AND SEPARATION REQUIREMENTS PRIOR TO INSTALLATION.
17 APPROXIMATE LOCATION OF RE-ROUTED TELEPHONE SUPPLY. GC SHALL COORDINATE
CONDUIT SIZE, DEPTH AND SEPARATION REQUIREMENTS PRIOR TO INSTALLATION.
18 INSTALL PEDESTRIAN TRASH RECEPTACLE AT LOCATION SHOWN ON PLANS. PROVIDE
"WYDMAN 36 GALLON SLATTED STEEL RECEPTACLE W/DOME TOP, SILVER IN COLOR,
MODEL # - WC3600-DT-SLV" TRASH RECEPTACLE.
19 INSTALL BICYCLE PARKING AT LOCATION SHOWN ON PLANS. PROVIDE "HOOP RACK 2
B KE RA KF 101U T, ILV R N COLOR, MODEL # - HR-FT-EPX" BICYCLE RACK.
20 NEW EXTRUDED CURB PER DETAIL 1/C3.0
STRIPING & SIGNAGE NOTES:
1❑ INSTALL NEW DUTCH BROS PREORDER MENU SIGN AT APPROXIMATE LOCATION
SHOWN. GC TO COORDINATE INSTALLATION WITH OWNER. SIGN TO BE PROVIDED
BY DUTCH BROS.
F2 PAINT 4" SOLID WHITE STRIPING AS SHOWN.
3 PAINT NEW SYMBOLS AND STRIPING AS SHOWN, TYPICAL.
4❑ PAINT NEW WORDS MINIMUM HEIGHT 24", TYPICAL.
M5 PAINT 4" SOLID WHITE LINES ROTATED AT 30° SPACED 2' O.C. TYPICAL AS SHOWN.
16 PAINT WHITE & BLUE DISABLED ACCESS SYMBOL IN PARKING SPACES AS SHOWN
PER CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN. SEE DETAIL 5 ON C2.0
FOR ADDITIONAL INFORMATION TYPICAL.
Ifl PROVIDE AND INSTALL DISABLED ACCESS PARKING SIGN W/ ASSOCIATED
WHEELCHAIR SIGN WHERE REQUIRED PER CURRENT ADA STANDARDS FOR
ACCESSIBLE DESIGN. SEE DETAIL 5 ON C5.0 FOR ADDITIONAL INFORMATION
TYPICAL.
❑8 REPAIR EXISTING STRIPING AS REQUIRED TO MATCH NEW STRIPING, MATCH
EXISTING, LOCATION, TYPE, SIZE. TYPICAL.
*ALL PAINT SHALL BE FAST DRYING 'TRAFFIC LINE PAINT' CONFORMING TO ODOT
STANDARD SPECIFICATIONS. ALL STRIPING PAINT SHALL BE APPLIED TWICE.
*ALL STRIPING, SIGNS, LETTERS 0 ARROWS SHALL CONFORM TO THE CURRENT
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR
STREETS & HIGHWAYS.
•
RESUBMITTED
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CITY CF FEDERAL! ,WAY
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'ROJECT NO: P-2099-16
)RAWN: CCK
)NECKED: JDM I)
DATE: 12-29-16 II
./' CIVIL SITE PLAN
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EMBEDDED CURB
1-1/2" R (TYP. 2 PL) 10"
TYPE II EPDXY RESIN SYSTEM.
SUBMIT FOR ENGINEER'S APPROVAL 1
--� 2 1/2" MIN.
1" R (TYP. 2 PL)
SAWCUT AND REMOVE (E) AC WITHIN
PLANTER WHERE APPLICABLE. PROTECT co
EXISTING TRAFFIC CONTROL LOOPING °
DURING ALL PHASES OF CONSTRUCTION
EXISTING PAVEMENT
EXTRUDED CURB
NOTES:
1. PROVIDE CONTRACTION JOINTS AT 15' MAXIMUM SPACING
AND AT ENDS OF EACH INLET AND RAMP.
2. PROVIDE 3/8" ISOLATION JOINT (HOLD JOINT FILLER DOWN
1/2", TYPICAL) AT 100' MAXIMUM SPACING, AND AT POINTS
OF TANGENCY, AND AT EACH DRIVEWAYS END.
3. COORDINATE JOINT SPACING TO MATCH CONCRETE
SIDEWALK SCORING SPACING.
1 CURB DETAILS
C3.0 3/4" = 1'
0
0
N
I
l
1/2" PRE MOLDED
JOINT FILLER
LIGHT POLE AND SHOE BOX
SHALL MATCH EXISTING
EA LIGHT SHALL MATCH EXISTING, DESIGN TYPE AND BULB
3E.
_E SHALL MATCH EXISTING
HOLD JOINT FILLER DOWN 1/2" USING "ZIP STRIP" AS
REQ'D. FILL WITH APPROVED GRAY SONOLASTIC
SL-2 FLEXIBLE JOINT COMPOUND TYP.
'X'
(VARIES - SEE ARCHITECTURAL PLANS)
BUILDING (IF APPLICABLE)
4" THICK CONCRETE SIDEWALK - fc = 3500 PSI, 6% AIR, 4"
SLUMP (UNREINFORCED U.N.O.).
( 1 1.5% - 2.0%
\/\\\/\
ALL CONCRETE TO BE PLACED OVER 4" MIN. LAYER OF 3/4" MINUS
PROVIDE CONTROL JOINTS @ 'X' o.c. & COMPACTED CRUSHED ROCK OVER COMPACTED STRUCTURAL FILL
3/8" ISOLATION JOINTS @ 3x'X' o.c. AS REQ'D OVER FIRM, UNDISTURBED, NON -ORGANIC NATIVE MATERIAL -
(COORDINATE WITH PLAN) SEE SITE PREPARATION NOTES FOR ADDITIONAL INFORMATION
SIDEWALK
r2_ WITH LANDSCAPING
C3.0 1/2" = 1'
3" CLEAR TYP. BETWEEN ALL LIGHT POLE TO BE
REBAR & LIMITS OF CONC. CENTERED AS SHOWN
#3 TIES @ 12" o.c. TYP.
-- o LIGHT POLE & BASE PLATE BY OTHERS -
(6 Ea.) #5 VERTICAL BARS I I ANCHOR BOLT LAYOUT & THREAD
EVENLY SPACED AS SHOWN ---�
PROJECTION PER POLE MFR.
ET TOP FLUSH W/ ADJACENT
SIDEWALK OR CURB (4 Ea.) A307 OR A36 ANCHOR BOLTS (SIZE
PER MFG.) 30" LONG W/ STD. 4" HOOK AS
1" RADIUS —� ; -- SHOWN (VERIFY W/ LIGHT MFG.)
SEE PLAN —�
CONCRETE TO BE fc = 4,000 psi,
16
I I 6% AIR, 4" SLUMP
I I
PEDESTAL TYP.
I I
I I
24"0
L_J
24" 0 DRILLED CONCRETE PIER INSTALLED AS
SHOWN. HOLE TO BE BORED INTO NATIVE
MATERIAL & CONCRETE CAST AGAINST
UNDISTURBED SOIL BELOW ORIGINAL GROUND LINE.
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zW
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PARKING AREA LIGHT
4 AND POLE BASE DETAIL
C3.0 NTS
ALL PAINT SHALL BE FAST DRYING 'TRAFFIC MARKING
PAINT' CONFORMING TO ALL APPLICABLE STANDARDS.
ALL COLORS AND SYMBOL PROPORTIONS SHALL COMPLY
WITH CURRENT ADA STANDARDS FOR ACCESSIBLE
DESIGN. COORDINATE WITH ENGINEER IN THE EVENT OF
DISCREPANCIES.
4" SOLID WHITE STRIPING
INFILL FRAME WITI-
BLUE PAINT TYP
CENTER ANSI SYMBOL
WITHIN FRAME AS SHOWN
CENTER FRAME WITHIN
PARKING STALL TYP.
2" SOLID WHITE .�
4'-0"
END OF PARKING STALL ; , ,.,,
TOOLED JOINT — V MINIMUM DEPTH
�— REINFORCING CONTINUOUS
THROUGH JOINT (IF APPLICABLE)
TOOLED CONTROL JOINT
HOLD JOINT FILLER DOWN 1/2" USING
"ZIP STRIP" AS REQ'D. FILL WITH
GRAY SEALANT AS SHOWN TYP.
'— 3/8" PRE -MOLDED JOINT FILLER
ISOLATION JOINT
SIDEWALK
3 JOINTING DETAILS
C3.0 1/2" = 1'
12"
12"
RESERti
1/2" R7-801 PARKII
RESERVED
PARKING 16
® STATE DW01
�W
2"0 DOME CAPPED STEEL POST.
COORDINATE FINISH AT T.O.C.
SET FLUSH W/
ADJACENT GRADE TYP.
TAPER 1" TYP.
°I 14
a
° FINISHED GRADE (SIDEWALK,
z I I 2 LANDSCAPING, ETC.)
1 I d.
N •I I ,
u 35M PSI CONCRETE
4< .
11
12"
MIN.
STANDARD HANDICAP SIGN
ACCESSIBILITY
5 SYMBOL & SINGAGE
C3.0 NTS
1/2" R7-801
1/2" R7-801 a
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12"
MIN.
VAN ACCESSIBLE SIGN
RESUBMITTED
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CITY QF FEDEr?AI WAY
CC?,? U"s 1 7Y CEr/ LQpk,' h i
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PROJECT NO:
P-2099-16
DRAWN: CCK II
CHECKED: JDM
DATE: 12-29-16
CIVIL DETAILS
C3.0