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1'-3"
^OST TOP
iALV. STL. TUBE STEEL BRACE
" SQ. GATE POST
LUM. TUBE TOP RAIL AND TRACK
RUCK ASSEMBLY
" SO. ALUM. UPRIGHT GATE
ITERMEDIATE POSTS
A ALUM. TUBE BOTTOM RAIL
iUIDE ROLLER ASSEMBLY
IEPRESSED GATE
ATH SLOPED TO DRIVE
CONC. CURB
�) #4 REBAR CONT.
" CONC. 0/ 6" CRUSHED ROCK BASE
UB GRADE
AUTOMATED GATE SECTION
Scale: 3/4" = V-0"
I
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I.
SURFACE MOUNT KNOX BOX --I
KEYPAD/CARD READER
3/16" STL PLATE WELDED TO POST - PRE
PRIMED, PTD - GRIND WELD SMOOTH
4X4 TUBE STEEL POST - PRE -PRIMED, /
PTD - GRIND WELDS SMOOTH
PRE -PRIMED, PTD SHOE COVER
6" CONC. CURB PER CIVIL
8"X8"X 3/16" GALV. BASE PLATE
5/8" J-BOLTS
CONC. FT. PER MANUF
KEYPAD PEDESTAL
Scale: 1/2" = 1'-0"
00
M
PRE -FORME
CAP SIZED T
6" GALV. & P
FILLED W/ C(
PRIMED & PI
HINGE, TYP.
POST FOUNI
(SHOWN DA:
SEE 10 /A1.I
FLAG POLE
Scale: 3/8" = 1'-0"
HSS POST PRE -PRIMED &
PTD (REFER TO GATE
ELEVATIONS)
T.O. PAVING OR GRADE,
WHERE OCCURS
BALL FINIAL TO MATCH FINISH
OF ALUM FLAG POLE
ROTATING FLAG DOWNLIGHT W/
2 LED BULBS
ALUM. FLAGPOLE W/ EXTERNAL HALYARD
SYSTEM, REFER TO SITE PLAN FOR HEIGHTS
INTEGRAL HANDHOLD
FOR FLAG DOWNLIGHT
ATTACH POLE BASE
ESCUTCHEON PER MFR.
CONCRETE FTG. & BASE PER
MANUF. (SEE ALSO SITE PLAN)
TE:
SEE SITE PLAN AND ELECTRICAL PLANS
FOR FLAGPOLE & LIGHT FIXTURE
LOCATION
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#4 TIES @ 6" O.C.
(6) #5 VERTICALS
I° I° °
�
I—
EMBEDDED POST 6"
CLR FROM BOTTOM
C?
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—II a
-
�'
II M
I° a
18" DIAM. TYP. CONC.
FOOTING @ POST, i a�
1°6"
III,,,I
TRASH ENCLOSURE - GATE
POST
SECTION
Scale: 3/4" = 1'-0" 4" 8'-0".
PRE -PRIMED, PTD 2064
ANGLE FRAME W/
MITERED CORNERS
PRE -PRIMED, PTD 1 3/4"
x 18 GA. RIBBED
PAINTED GALV. STEEL
DECK, SPOT WELDED
TO FRAME @ 24" O.C.
MIN.
1/2" CANE BOLT AT
EACH GATE EMBED
PIPE SLEEVE IN
CONCRETE TO
ACCEPT BOLT
1'- 6"
1 1"
EMERGENCY
=T I ZONE
LACCESS
NOT
OCK
-MOUNT PER COUNTY
STANDARD DETAILS
EMERGERNCY ZONE SIGNAGE
Scale: 1 1/2" = 1'-0"
24
REBAR #4 X --\� @18 OC
REINFORCED CONCRETE
STAIRS, TYP. REFER TO SITE
PLAN FOR LOCATIONS
REBAR (1) #4 EA. NOSE
5/8" OVERHANG
1/2" EXPANSION JOINT TYP.
W/ COMPRESSIBLE FILL 11"
CONCRETE SIDEWALK J
REFER TO CIVIL, TYP.
o Imo o �o
w 4 °,� /•'
6" REBAR #4 @ 18"OC EA. WAY
MIN. REBAR (2) #4 BOT.
SITE STAIRS
Scale: 3/4" = 1'-0"
5_1
FACE OF
FOOTING - REFER
L TO STRUCT.
Al I NOTE:
FREE- DRAINING
ALL STEEL PIPE, HARDWARE, STRAPS, ANGLES, SLEEVES,
ETC. SHALL BE PRIMED & PAINTED. VERIFY SIZE OF MATERIAL PER CIVIL
TRASH/RECYCLING ENCLOSURE WITH TENANT AND LOCAL
L J REFUSE COMPANY PRIOR TO START OF CONSTRUCTION.
TRASH ENCLOSURE - GATE ELEVATION BOLLARD MB FOOTING
NOTE:
REFER TO 2 /A1.8 FOR
BALANCE OF NOTES & DIMS
Scale: 1/2" = 1'-0"
EC
SLATTED CHAIN LINK FENCE ELEVATION
Scale: 1/2" = 1'-0"
Scale: 3/4" = V-0"
PREFORATED
DRAINLINE PER CIVIL -
ROUTE AROUND
BOLLARD FOOTING
VINYL COATED POST CAP, TYP
VINYL COATED BRACE BAND, TYP
VINYL COATED TOP RAIL, TYP
VINYL COATED CORNER/ END POST, TYP
VINYL COATED TENSION BAND @ 15" O.C., TYP
VINYL COATED TENSION BAR, TYP ZE
VINYL COATED CHAIN LINK FABRIC W/
FIBERGLASS REINFORCED SLATS
VINYL COATED BOTTOM RAIL, TYP
VINYL COATED FABRIC TIE, TYP
18" DIA. X 24" DEEP CONCRETE FOOTING -
EMBED POST 18" MIN.
0 0.63"
2" SCHED 40
STEEL PIPE - W/
POWDER COAT
0/UNDERCOAT
FLANGE
COVER PLATE
(3) 2"X0.63"
ANCHOR
BOLTS
CONC.
ELEVATION
?5.5" DIA. BASE
PLATE W/
PLAN COVER PLATE
FLANGE MOUNTED
BIKE RACK
BIKE RACK
Scale:
T.O. BOLLARD
�, NOTE:
BOLLARDS ARE TO BE PAINTED RED.
PRE -FORMED CONC. BOLLARD
CAP, SIZED TO FIT.
6" GALV. STL PIPE BOLLARD, TYP.
JOINT FILLER & LINO - FILL W/ CONCRETE
SEALANT (PAINTED), TYP.
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LU
_ _ _ _ _ III— � — PAVING OR SURFACE PER SITE
m — — a �-0 °- III-1 1 1--1 . PLAN, CIVIL AND LANDSCAPE
w M 11 = R
=1 l a=I
4 #5 VERT
=�IIIIII °I I°�111—=
#4 LOOP TIES 8" O.C.
r 18" CONC. FOOTING
-1 IF AT BOLLARD
III III III III III
ENCLOSURE BOLLARD
Scale: 3/4" = 1'-0"
NOTE: COORDINATE CONCRETE
PAD WITH EV CHARGER
INSTALLATION REQUIREMENTS
CONC. CURB PER CIVIL
4" PTD. STEEL BOLLARD - VERIFY
BOLLARD LOCATIONS WITH
CLEARANCE AND ACCESS
REQUIREMENTS AT EV CHARGER,
8„
TYP. REFER TO
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EV CHARGER - OFCI ' Y 2'. 4"
REINFORCED CONC. PAD - /
MIN 24" THICK
EV CHARGER
Scale: 1/2" = 1'-0"
3'-0"
VHEEL STOP PER
;IVIL - ONLY AT EV
;HARGING PARKING
;TALLS, TYP.
CONCRETE PAD
CENTERED ON
PARKING STALL
STRIPING
WELDED, VINYL
COATED TUBE STEEL
FRAME
PAD LOCKABLE LATCH -
PRE FINISHED TO MATCH
GATE
SELF CLOSING, 180 DEGREE
SWING HINGE - PRE -
FINISHED TO MATCH GATE
NOTE:
REFER TO 13/A1.5 FOR
BALANCE OF NOTES AND
DIMS
SLATTED CHAIN LINK GATE
Scale: 1/2" = 1'-0"
T A
ARCHITECTURE + PLANNING + DESIGN
6211 ROOSEVELT WAY
NORTHEAST
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
6236
REGISTERED
ARCHITECT
BRIAN J. HARRIS
SIIfA7E OF WA3HAl�7�Ipl
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PERMIT
RESUBMITTAL
No. Description Date:
2 Design Modification 7/4/25
Project Title:
Sheet Title:
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SITE DETAILS
Scale: As indicated
Project No.: 21-12
Date : 8/21 /25
Sheet Number:
L
Al X
R-43548