HomeMy WebLinkAboutSkybreak Gate & Shack - 1.0 - Site & Gate Const. V1�E roR !fr
APPROVED
aeh 09rz&22
NIENUMBER -zoa 1-
EXIT GATE
ENTRY GATE
(COLOR: SW URBANE
BRONZE-#SW7048)
n
WATER PROOF OUTLET - SET IN 8"
FROM EDGE OF COLUMN & 24" ABOVE \
SLAB (TYP. AT EACH GATE COLUMN) ,
1 O
\ Oe G TrR�
o F
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\ Qyc .
r cr' o \
o 4 X1X_
8+ \
O,
IN -GROUND WELL LIGHT- ENTRANCE COLUMN (TYP.)
VISTA BRAND / MODEL: 1182
(TYP. OF (4)) -
- GATE CONTROLLER LOCATION
(TYP-)
COMMON LOT
TYP ENTRY GATE 2 TYP.
WATER PROOF OUTLET - SET IN 8"
CONCRETE CAP 3 ENTRY GATE 1.0 FROM EDGE OF COLUMN & 24" ABOVE
(TYP-)
TYP. 1.0 (COLOR: SW URBANE SLAB (TYP. AT EACH GATE COLUMN)
BRONZE - #SW7048)
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0.
CURB HEIGHTS MUST BE AT
I
SAME ELEVATION
(PER GATE SYSTEM)
L
= a
J
L J
— — — FOOTINGS/FOUNDATIONS
— — — J L — — —
4'-3" '-0. MUST BE AT SAME ELEVATION
1'-0 10'-6"
TYP. P TER (PER GATE SYSTEM)
PLANT R CANTER
3'-0" SEE PLAN
3'-0" SEE PLAN 1 T-0"
CONCRETE CAP
(SLOPE FROM CENTER
TO OUTSIDE EDGES)
GATE MOUNTING METAL
POST - SEE DETAIL
BOND BEAM WITH (2) #4
HORIZONTAL AT 48" ON
CENTER MAXIMUM (TYP.)
8" CMU WALL - SOLID
GROUTED (TYP.)
3' DEEP CONCRETE PIER
(TOP OF PIER = LOWEST
POINT OF ADJACENT CURB
(TYP., ALL COLUMNS)
WITH 10" DEEP FOOTING
#4 HOOP TIES AT 18" ON CENTER
#5 FOOTING DOWELS AT EACH
CORNER - EXTEND 64" MIN.
ABOVE TOP OF FOOTING.
COLUMN TO COLUMN
GATE ELEVATION
1 /4" = 1'-011
DIDIRECTION
TRAFFIC 3
1.0
WATCH FOOTING DOWELS
NITH 24" MINIMUM LAP
TOP OF COLUMNS
6'-0" \l
STONE VENEER- ROUGH CUT
ELDORADO MOONLIGHT
TYP.)
-MU WALLS
SATE CONTROLLER tD
Y5 FOOTING DOWELS AT EACH
aORNER EXTEND 33" MINIMUM
4BOVE TOP OF FOOTING.
TOP OF FOUNDATION n
30LID POUR
=OUNDATION
ow
=00TING - #4 BARS EACH
NAY AT 8-1/2" ON CENTER
FOOTING 2 z 3-0 0 F-
O
FOOTING
GATE COL. SECTION
3/811 = 1'-01
TOP OF
(3) #4 REBAR
EACH WAY
= I �r [�,
STONE VENEER -
SEE PLAN (TYP.)
— CURB HEIGHTS MUST BE AT
SAME ELEVATION
(PER GATE SYSTEM)
FOOTINGS/FOUNDATIONS -
MUST BE AT SAME ELEVATION
(PER GATE SYSTEM)
SEE PLAN
COLUMN TO COLUMN
T-10"-CAP
SLOPE AT
ALL SIDES
77
1/2" CHAMFER
STRIP DRIP EDGE -
2" FROM EDGE
(TYP.)
EDGE OF J
CMU WALL
*TYPICAL AT ALL "GATE" COLUMN CAP LOCATIONS
GATE - COL. CAP DETAIL
3/411 = 1'-011
6"
TOP OF
2"X4"X'1/4" HINGE
STANCHION
CMU WALL
GATE MOUNTING POST - 6"X6"X1/4"
STEEL TUBE POST BY OTHERS
(SET IN FOUNDATION)
2"X4"X1/4" HINGE
STANCHION
a
i TOP OF FOUNDATION 4L
6" CONCRETE CURB
0"
SET POST 8"BEHIND
1'-0.
EDGE OF PIER
PLANTER
T DEEP CONCRETE PIER
(TOP OF PIER = LOWEST
TOP OF FOOTING 2
POINT OF ADJACENT CURB
3'-0'
(TYP., ALL COLUMNS)
-
--
WITH 10" DEEP FOOTING
*VERIFY WITH GATE
T-0"-PIER V-3"
MANUFACTURER
& GATE INSTALLER
4' - 3" - FOOTING
GATE
MOUNTING POST
`t
3/8" = 1'-011
— — J
4'-3"
PLANTER TYP.
T-0"
IN -GROUND WELL LIGHT -
VISTA BRAND MODEL #1182
(TYP. AT EACH COLUMN
'APPROACH SIDE')
CMU COLUMN WITH
STONE VENEER ON TOP
OF CONCRETE PIER
SOLID POUR CMU WALLS
CELLS (THIS SIDE)
GATE MOUNTING POST -
SEE DETAIL
HINGE STANCHION -
Z U
SEE DETAIL
OLL
F
W H
EL
1.0
�O
3' DEEP CONCRETE PIER
(TOP OF PIER = LOWEST
o w
POINT OF ADJACENT CURB
a
(TYP. ALL COLUMNS)
WITH 10" DEEP FOOTING
6" CONCRETE CURB
z
z
0 0
O
LL
4'-3"
FOOTING
T-0" V-3"
PIER
F — --r—
8" _
_ I
I I
1'-0" V-10" �V-2"
.ANTER PIER
METAL FENCE -
MATCH GATES
6" RAISED CURB
(TYP.)
SKYBREAK
SUBDIVISION
GUARD SHACK 80 SF
COMMON LOT
PROJECT INFO:
GATE CONTROLER LOCATION
`
LOT: X
ENTRANCE COLUMN (TYP.)
BLOCK: X
IN -GROUND WELL LIGHT-
VISTA BRAND / MODEL: 1182
(TYP. OF (4))
DRAWN BY: RA
PLOT DATE: 7/28/2022 9:29:50 AM
MSTR DATE:
CONCRETE SLAB,
KEYPAD / "KNOX BOX", &
BOLLARD LOCATION -
SEE PLAN
GATE ELECTRICAL &
SITE PLAN
N111 = 10'-011
WATER PROOF OUTLET - SET IN 8"
FROM EDGE OF COLUMN & 24" ABOVE
SLAB (TYP. AT EACH GATE COLUMN)
GATE COL. PLAN
3/8" = 1'-0"
DESIGN CRITERIA: 2018
IBC
GRAVITY LOADS: ROOF SNOW LOAD
25 ESE
ROOF DEAD LOAD
17 PSF
SEISMIC LOADS: SOIL SITE CLASS
D
SHORT TERM SPECTRAL RESPONSE, Ss
0.34
SITE COEFFICIENT, Fa
1.52
DESIGN SPECTRAL RESPONSE, Sds
I
SEISMIC IMPORTANCE FACTOR
1.0
SEISMIC DESIGN CATEGORY
C
RESPONSE MODIFICATION COEFFICIENT, R
6.5
WIND LOADS: EXPOSURE B
BASIC WIND SPEED
115 MPH
GUST FACTOR, Kd
0.85
IMPORTANCE FACTOR
1.0
BLD'G ANALYSIS: OCCUPANCY GROUP
U
CONSTRUCTION TYPE
VA
DRAWING INDEX
1.0
SITE & GATE CONSTR. PLANS
2.0
GUARD SHACK - CONSTR. PLANS
a
OW
P
Q O
Luco
W_ co
W
W
(I'j
�`.J+
Z00
O
LL W
U)
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N m
V
U
*FOR STRUCUTURAL
CALCULATIONS ONLY"
SHEET TITLE:
SITE & GATE CONSTR.
PLANS
SHEET NUMBER:
1.0