HomeMy WebLinkAbout2769-7CROWN GROUT CAP
SMOOTH TROWEL
FINISH
71-1
x
---- 4" DIA. GALV. STL. PIPE,
GROUT SOLID - PAINT
i
0
i�
Q
16 GA. GALV STL SIGN PAINTED
N1 BLUE REFLECTORIZED PAINT
NCLUDING FASTENERS
INTERNATIONAL SYMBOL .OF
ACCESSIBILITY AND GRAPHICS
PAINTED W/ WHITE REFLECTORIZED
PAINT - GRAPHICS AS FOLLOWS:
RESERVED
VAN ACCESSIBLE
3 - ##10 x 3/4" SELF TAPPING
VANDAL PROOOF SCREWS
CONC SIDEWALK -"`--VAN ACCESSIBLE SIGN REQUIRED
@ MAIN ENTRY ONLY
z
e
2" DIA STD WT STL
m PIPE POST - GALV
`1 1-1i1 f l l_1-1 I Q FINISH GRADE
I° 1 1 1_1 I I x
II{ il00
:{a
t a
M I ,C
a 18" DIA CONC FTG, r
s
TS2X10X3/16 FASCIA BEAM
TS2X8X3/16 FASCIA BEAM
WHERE OCCURS 0
A
##8 SELF TAPPING STAINLESS
STEEL SCREWS WITH NEOPRENE
WASHERS (7 PER PANEL)
##8 SELF TAPPING STAINLESS
STEEL SCREWS WITH NEOPRENE
WASHERS @ 1 ^" ^
TS2X10X3/16 FASCIA
3/16" BEAM WHERE OCCURS
TS4X8X1/4 CROSS BEAM
3/16" 3 TS4X8X1/4 BEAM
-----_--T.O.COLUMN
SEE 18/A-1.3
-+
-- -5"X1 /2"X5" PLATE
I,
__FF_0I I
I I
I TS5X5X1 /4 COLUMN
TS4X8X1 /4 BEAM
An SECTION TS CROSS BEAM,
SEE PLAN
TS4XSX1 /4 BE
WHERE OCCUF
I! ivSEE PLAN
t
j q SLOPE TOP OF FTG ii'1 1 1/2" STEEL DECK-----' �-
TS4X8X1/4 BEAM C
I ! TO DRAIN of ! i SLOP DIA CTO FOOTING i j TS5X5X1 /4
LQ � N } i i t SLOPE TOP TO DRAIN
M TS CROSS BEAM B I I COLUMN BELOW
u t
OR FACIA BEAM (D PLAN TS4X8X1/4 CROSS BEAM
EQ.EQ.
1 1
FILE/CSI NUMBER: XSITE26 REVISION DATE: XX/XX/XX JOB NUMBER: XXXXXXX FILE/CSI NUMBER: XSITE27 REVISION DATE: XX/XX/XX JOB NUMBER: 9 8177 FILE/CSI NUMBER; XCPORT06 REVISION DATE: JOB NUMBER: FILE/CSI NUMBER: XCPORT05 REVISION DATE: JOB NUMBER: FILE/CSI NUMBER: REVISION
�,i >_o» CARPORT STRUCTURE 1"=1'—a'> CARPORT STRUCTURE - 1"=1'-0" g CARPORT STRUCTURE
3 4"=1'—o" PARKING SIGN 1�2 1 17 FRAMING DETAILS 1 ROOF FRAMING DETAILS FOOTING
BOLLARD / 21ROOF
SEE PLAN( g" 12'-0" I 10'-0"
SEE CIVIL DRAWINGS
— I EXIT LOOP —__� �
r
3/8" DIA. TIE ROD WITH
TUURNBUCKLE, WELDED
TO CENTER OF CHANNEL I
AND PAINTED, TYP.
5" x 6-1 /2" HEAVY CONCRETE CURB -� 2R
DUTY BLANK HINGE,
—1" RADIUS, TYP. 3 PER LEAF
` r j j t CONC. CURB
4" THICK CONC. i i ! ! ! ! WHERE OCCURS l
SIDEWALK i I I 19
II
A
' I I j--_ CONC. FTG. AT -#-- _ _
! i i SEE I 11 I GATE POSTS TYP. // / / / / f/ // I Li
— —
oA d ! tl BELOW i.t
a a 18"
< a CONC. CURB IRRIGATION CONTROLLER
DIA. WHERE OCCURS
_ I TS 5 x5 x 3/16
- ! POST PAINTED WITH
3/8 PL CAP AT TOP ! I
/ j EMERGENC GENERATOR
_..... r
C5x9 GATE FRAME, TYP.
" L ------------ ------------J
1 1/2" THK x 20 GA.
GATE MTL. DECK PAINTED
1'-0• A JAMB DRAIN HOLES /r /
1 "=1'-0" AT BOTTOM TYP. N PROPERTY LINE
2
LANDSCAPING -1.3
FILE/CSI NUMBER: XSITE24 REVISION DATE: XX/XX/XX JOB NUMBER: FILE/CSI NUMBER: XSITE25 REVISION DATE: XX/XX/XX JOB NUMBER: 98177 1FILE/CSI NUMBER: XUT1LO REVISION DATE: XX/XX/XX JOB NUMBER: XXXXXXX
EDGE CONDITION AT22 TRASH
GATE 1/4 "=1'-a" 18 ENLARGED SITE PLAN - UTILITY STRUCTURE
-
CONCRETE SIDEWALK -77
77
A 1/4" PLATE LATCH HOOK
#3 @ 18" 0. C. ,
(j CONT. ##3
3'_0" 6" W
SLOPE
1 /2"H LETTERS, I
UPPER & LOWER
Dedicated. to the memory of former fire chief R J.'Kee
1 f li - ,, j 1 ♦ �. 1�1� Ili
CASEI I 3/4" ID STEEL PIPE, TYP. - - �'^ d ♦ ..
1 2
whose vision and proxressive actions led to the consolidation CAST ALUMINUM °' t I 15A
N M ! ij-
services in the San Bernardino County.PLAQUE WITH 1" 1/2"
of fire servi
PAINTED CATCH BASIN
BACKGROUND 3/4" DIA. STEEL ROD CONCRETE
' SECT ON A
l SIDEWALK I^
M I I iI C X 9 PERIMETER
FRAME
5 I
FLUTED CONCRETE is
co PATTERN 1 1/2" RADIUS
��I00 ULO
FIRE STATION NO. 78 3/4"H LETTERS, I I 3/4" RADIUS, TYP.
UPPER CASE,
CITY OF FONTAN
6" 7'_0" L.611
A: LATCH HOOK
SAN BERNARDINO COUNTY 1/2"H LETTERS,
FIRE DEPARTMENT UPPER & LOWER.-�
Date CASE cl . :.-T"'
3/8"H LETTERS,w
l ; - - - - - - -
+I
i
I I UPPER & LUWtK I t --------- u1HIF\1 1fiuullll --------
c —'
3/16
26"
1 1
'---CONCRETE MASONRY WALL
AREA DRAIN, SEE
CIVIL DRAWINGS
CONCRETE MASONRY
SITE WALL
CONCRETE SIDEWALK
METAL RAILING
EXPANSION JOINT
20
CONCRETE PAVING
CONTROL JOINT, LOCAT
6" 11'-0"
f �
ABOVE GRADE
FUEL STORAGE TANK
12" X 12" X 3/4" PLA
4- 3/4" DIA. BOLTS @
9" O.C. EACH DAY (12"
EMBED)
TS 5 X 5 X 1/4" COLU N
1" DRYPACK
3-##3 TIES
##3 TIES @ 12" O.C.
6-##5 VERT.
NEW 2X6 WOOD
FRAMING WITH
GYPSUM BOARD
EACH SIDE.
PROVIDE RUBBER
BASE EACH SIDE.
r1
I o0 N
I
I `t
o
00 t
,I �
t
A NEW 3' X 7' HOLLOW
3 METAL DOOR WITH
FLOOR PLAN HWSOWOZE GROUP:
�►_�" 6,_O,r
#3 TIES
REVISE SUSPENDED
LIGHT FIXTURES
6-#5 VERT. TO RECESS TYPE—
NEW GYPSUM
BOARD CEILING
JOB NUMBER:
TWO ADDITIONAL
1/4"=V-01" 5 RECESSED LIGHT
FIXTURES -----
15
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Virginia Dare Tower
10470 Foothill Blvd.
Rancho Cucamonga
California 91730-3754
tel: 909 987 0909
fax: 909 980 9980
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Cr 00
E 4 1 1 1 w
A
6'-0" 3 6'-0" ^
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' REEL. CLG. PLAN (V 0
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to
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FIBER CEMENT
TILE ROOFING
o ICBP¢# ER4827
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N NOR ROOF PLAN 4__1 ` ts...
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FILE/CSI NUMBER: XSTOR-P REVISION DATE: XX/XX/XX JOB NUMBER: 98177
L)
1/4"-1'-0" 6 STORAGE BUILDING/E.P.S. 1/16"=1'—a" 2
FLOOR, RCP & ROOF PLAN •
umn I
DRAIN VALVE, SEE
PLUMBING DRAWINGS
CONCRETE CURB
PIPE BOLLARDS,
SEE 21
DEPRESSED AREA OF
CONCRETE PAVING
ADDITIONAL
HM DOOR AND
FRAME
CONTRO JOINT, • • • • • •
SEE 2/A-3.1 .....
EAST
1/16 11=1'—O"
9-4" T.O.M.
3'-4" F.+
CONSULTANT
APPROVED
DRAWN RG/AM
CHECKED—
DATE SEPTEMBER 1999
SCALE AS NOTED
JOB N0. 98177
EARTHQUAKE
PREPAREDNESS
STORAGE
130
CONSULTANT
APPROVED
DRAWN RG/AM
CHECKED—
DATE SEPTEMBER 1999
SCALE AS NOTED
JOB N0. 98177