HomeMy WebLinkAbout4077-18 ,
ILDING ADDRESS APPLIED
I'-6' WITH CONTRASTING COLOR PAINT, V4' X 12' SO, STL PLATE EA. SIDE WELD. SET LP
TYP. / MIN. SIZE 17x36' FOR CEI-IOP LOCKSET SEE DOOR SCS-EDaE
(1 I I f l COLD JOINT PAVING TYP. FOR GATES 37, 38, 39. Ef1K
rii _LiLH 0-
B EXPANSION JOINT
ARCHITECTURE.INS
BUILDING FTG. 7 SQ. STL. TUBE FRAME W/ 5/8' SO. WILL
`O - VERT, S. 44' Mk SPACE BETWEEN VERT. _
F. n SEE STRUCT. RAILS. WELD. GALVANIZE AND POWDER COAT.
8' CONC. PAVING PROVIDE AN INTERIOR PADLOCK AT GATE n42
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Phone:951.925 2504'Fax:951.925.0244 Email
Li S� California 92583-5318
stk stkinc.com
3
�� A25 CONSULTANT:
z` \ 11/2' SQ. STL TUBE
DORMER VENTS < 4 • ._ • •
(TYP. OF 2) TYP, 4 • a `I ATTA ORD STRUCTURE WI 5/8'X
4 4 6 4" BOLTS • 6.0.C. VERT.
[1:1
' r ,
A o ,
111= 1=11 = = 1 =i I-'�`=1 ._1 i—1 _ 1____ _ __ A. -
CONCRETE TILE } TYP. _—I I MI 1--I I = I 1 _ I-1�1=111-1 I—i 11=1 I —
POOF(TYP.) _Q, •• 4=12 FIRE — 1— —161-_-- 11= I -- — I —_— 11-1 I = i I
5/8• PLYWOOD SHTG. SLOPESLOPE RISER 111=111=1 11=111= 11=111= ( —III=III—III III=III=1 �" /(/'
W/ 'TE K' SCREWS, I -
1:44 x r AT 6' O.C. I IRRIGATION
CONTROLLER
71/ g4- V8' STL PLATE EA. SIDE
fIS O 00 AMP PANELI/2' Q il - / (KICK PLATE). PROVIDE
S SEE ELECT. DWGS ( 4-0 MO. A SOLID 1/8 STL PLATE
IF
FIBER EXPANSION AT EXTERIOR SIDE OF
BOARD GATE tt42
Ln n n 41 1/2' SO. STL TUBE •
40 P I 4 DOOR STRIKE ATTACI-ED TO
IT
� A► - E ( CMUWALLORSTRUCTLPEW/ 5/8X
U I IA ! 1 1 I i 4' BOLTS • I'-0' O.C. VERT.
6
/ 8 ' / 8'-0' / 8'-0' / �`'
A25 �- 24°-0' / w Vr ESCALE_ SCALE= CC
SCAL :DETAIL NONE 9 DETAIL
NONE DETAIL 1/2"_1._O" (i)
PLAN NORTH
0 0 0 2' C.M.U. CAP
CONC. CONTA LOCATION OF WARNING
ROOF PLAN FLOOR PLAN N • WATER PROOFING CONT, FOR FUEL TANKS. _ - SIGNS-(TYP.OF 4) _ .�
! - -14 16-6 PROJECT FOR:
8' C.M.U. r 1 1 1liii
CONC. ROOF TILE Q CMU-2 • i l l i
18
SI IT. MTC. VENT W/ INSECT v� O�
A2.5 SCREEN-PAINT (TYP. OF 2) OMIT 4E O C. ( tt 3'S • 24' O.C. ri
r-I rni.,.,
i FONTANA
4 ,.
12 p- 12 4 LENIENT PLASTER CONTROL _=1 [ 1-- , .
�! 14 _ { _
43.2 \,.... ` JNT. SEE CONCRETE i!__ !— I I
A25 '' �— 1- -I f I-1 ! I • 7-9 1/2
• • • v — 611--1=1111=1111 ' WIC POINT
OF 6} I 1.500 GAL I i O
'�- \;, -- -- j 1 i 1- I� - OPE T
+�,-6• — SL o OPPOSITE UNLEADED
I0
PROJECT NAME:
7....i
(I) -LAYERA.A.-__L„
— .8 L — 11=1
_ 1 1 - CORNER TO FOOT
5/8' TYPE 'X' GYP. BD.
ACTIVATED DRAIN
1-6 OVER/ HAT CHANNELS • 16' O.C. --� ° _ 1� �/
_- H- 4 -!1=1I1=1 1=I I- . �u� FIRE STATION
( 6' x 18ga STIRS AT 16' O.C. <>[,, - +4,-0. ... 4 -I I 1—I 4 . a 4. I I 1 — ( 1— 1 1- • • SLOPE }
• . - - -SII-_ IIit ?9
� (D -LAYERS �, .1.\_,
5/8' TYPE 'X' GYP. BD. A 3' CLR TYP.' {" Q 1 I I
CONC. SLAB
5075 DUNCAN CANYON RD.
N E l
N
.
•
L' . > 2'-0' FONTANA, CA.
_ ' (3) * HORIZONTAL CONT. CURB FACE
SECTION A ► 11--- ` 1
WINGVG
ELEVATION PIPE BOLLARDS, GATE VALVE w
ALIGN W/ EDGE i C ori
OF ROOF ABOVE
(TIP, OF 8) 2-6 4-0 4-0 4-0 • 2-0
• 12Al-cq
SCALE: r--
SCALE_ �-
STORAGE BUILDING PLAN SECTION ELEVATION AND ROOF PLAN " ._ 14) SCALE= r� 3._, 6 R
3/16 s1 O C.M.U. PLANTER i".1,_0. 10 FUEL TANK PLAN 1/4"=I'_ " 2 J plo
2' CONC. BLOCK OR BRICK CAPWALL PANEL BY BEYONDIn °g
VENT AS n PROVIDE TI-E INFORMATION ON (4) SIGNS TO BE POSTED M
Q 8' x 6' x 16' C.M.U. — PRE-FAB KETAL I I AT TI-E DISPENSER (LETTERS SHALL NOT BE I g v§
(W4-ERE OCCI ?S) LESS THAN 3' IN HEIGHT X 1/2' STROKE): un Q ~2
\ I • /- 5/8' CDX PLYWOOD, FULL I ... BUILDING MFGR.
� _ � �//'�/ I I 'NO SMOKING OR OPEN FLAMES WITHIN 50 1 LL I r�1
/' HEIGHT. TYP. • ALL CEMENT PLASTER 2 'VEHICLE MOTOR SHALL BE SHUT OFF V J8.q18
WI-EEL BRICK 8 STONE VENEER INTERIOR WALLS, PAINT Y`� — ttI4 x I I/2' L. TEK DURING FUELING"
STOP BOND BEAM W/ (I) tt4 SCREWS • 8' O.C. �-
3. 'USE ON..Y APPROVED PORTABLE CONTAINERS' Q Q N
4 WIDE BLUE ( OCCURS) NOR. CONT. (SOLID GROUT y 6' DIA PIPE 5. •'IDNI CASE OF FUEL'
OR SPILL' 2 O Q Z
STRIPPING % TOP 2 COURSES) r 1 SSSCD BOLLARD. FILL I I I a) USE EMERGENCY PUMP
,y I W/ CONCRETE , SHUT OFF. r)(<71-'.4k1
•3'-0' O.C. r (PAINT YELLOW) SI REPORT TI-E ACCIDENT
N W REINRFORRCING A-NOOK GROUT STOP I SET ALL EXTERIOR
/ ® P
FIRE DEPT. PHONE NUMBER= 911
8 ft. 48" tt5 • 16" O.C. 9" ,q PANELS 1 FACILITY ADDRESS=DUNCAN CANYON RD.
BEAD OF MASTIC `�-._ 11— — I l SEE ENLARGED PLAN FOR LOCATIONS.
12' HIGH 6 ft. 27" tt4 • 24" O.C. 9" EQ. / / /EQ. e� —
VAN HC 12 Rs. 5 ft. 23" tt4 • 32"" O.C. 7" 1 I =14 f- FOOTING. > CONC. WALK -8' CONC. / TANK - FOR CROSS 4
• 4 ft. 17' tt4 • 4 SEE STRUCT.
,,
8 O.C. 5 �j AS OCCURS SECTION OF TANK SEE
)k 6
PAINT WHITE * VERT. REINF. (SEE TABLE) v VERT.
NOTE I I DRAWINGS :o s6. (4) I/2' DIA. REDHEADS I PRo 24' LAPAT 12' o/c. ISSUE INFORMATION:
\ GROUT FIRST I (1080 ttI372) W/ 6' W/ REBAR MAT IN SPLICE
•
COURSE SOLID I HOOKS SHALL BE TIE • 2 1/8' MIN. 1NIBED. �`-�' DATE: INFORMATION:
PAVEMENT SYMBOL N SAME SIZE AND SPACING �, -- . EACH TANK PLAN CHECK
a,
CONC. SETTING BED AS Z AS VERT. REIN. ' — — A11/16/05
REVISION
INTERNATIONAL SYMBOL 9'-0• 9'-0' REQ'D FOR BRICK VENEER I (ALTERNATE BOND) ` _Il --� PROVIDE 2' PLAN CHECK
DEEP
OF ACCESSIBILITY / / / F.G. z__, 1 ! ( it.. ,, :ice !' I F.S. LARCH 2006
-_ y �. PLAN REVISION
�HECK
_ I 1— _ j ; [ —_= f ;; 1 1 , '� � �'� - co CONC.
TO �3 MAY 2006 REVISION
l=�1=III—III— -+� I I FG a0 ` COLLECT AT MAY 18,2006 REVISION
II III = 4 2-0 (2) 135•REBAR CONT. DRAIN PIPE.
PLAN CHECK
• t Q ,�. jr---tt5 S • 12 O.C. •
—I I1O) 1=�I= I_ I tt4 REBAR AT 12' O/C EA4 �� '- DEC 2007 AS—BUILT
� .
GENERAL HC. PARKING NOTES= " Fri
I IIII— 'N N ,/ WAY IN 8' CONC. SLAB d
I. PROVIDE ADEQUATE DRAINAGE. 3. BLUE COLOR SHOULD MATCH COLOR (2) tt5 CONTINUO < 6 4 U �-
``� �o�_ (2) u3 HORZ. REBAR CONT. ON 4 SIDES
2 SLOPE SHALL NOT EXCEED 2%
tt 15090 IN THE FEDERAL STANDARD AT 8' WALL ONLY z'< BRON7F 'APOLLO' BALL VALVE
IN ANY DIRECTION UNLESS Tl-ERE 595a AS SPECIFIED 1N SECTION 522(b)2. < > \ -\ < i I-6 BY CON3f?ACO INDUSTRIES, INC. N.T.S.
IS EQUIVALENT FACILITATION. /`
W/ 'DEADMAN' SPRING RETURN HANDLE
O 4. EACH DISABLED PARKING STALL (U tt4 CONT. I j 1 1 MODEL tt 7105-01, ATTACH TO
WILL REQUIRE A WI-EEL STOP. BE A MINIMUM OF 5TINGS SHALL W I I 1 I r DIA.BLACK TED PIP40
E SLEEVE
FOOT TO DAYLIGHT
(SEE TABLE) I I I I ! 1 I
I' EXPANSION JOINT (CONT.) SHEET INFORMATION:
DETAIL SCALE cl9D
DETAIL ,SCa �5� DETAIL SCALEJ 11 SECTION SCALE: "11) PROJECT NO.:" ' " �.. J 3"=I._O„ 3/8„=1._O”
SCALE: AS NOTED
IE ALLAN BLOCK 13 % DATE: DECEMBER 2, 2005
2" CONC. BLOCK CAP OR BRICK N\ ' MIN. FWALL ROM BAI
• (WHERE OCCURS) \•'. %� ,��/ r-6' PLOT DATE:
ot-
���` �\/ / A25T.
DRAWING NAME: FS79-A1.2
/~ 8' x 6' x 16" C.M.U. /\//\\\\/\/\\./
// \// N- -
BRICK E STONE VENEER �" BOND BEAM W/ (I) tt4 Nk /\\" \'\,/\/\\\/ \ r 1 OVER(-EAR HOSE . SEAL:
(WI-ERE OCCURS) V/// /\\,/2\/\/\ U' I RETRACTOR FUEL TANK VENT.
TOP 2 COURSES)D GROUT / °:" / / / —
/� GROUT STOP �� I �\\ �\//` �O H I FOR DIESEL FUEL
. . .I /\/ 14 —�
CONCRETE TILE A25
VERTICAL ROOF(TYP.) ' —
H W REINFORCING 8-NOOK �� w Y �' CONCRETE TILE ROOF A25 I
( 6 ft. 36" tt4 • 24" O.C. 26" Einril—
EQ. = < '. .0 • • • I 5/8' PLYWOOD SI-FTG. • 4=12 • 4=12 ICOAXIAL HOSEa
ft. 32" tt4 • 32" O.C. 22' / / / i-
5 • I._O" CEMENT PLAS I 1 12 W/ 'TEK' SCREWS, ���— —� TYP. ►�— ASSEMBLY
SLOPE SLOPE
i� 'X14 ttI4 x I' AT 6' O.C.
to ° y d .. �I I7 �oNCRETE INsuLATION
4 ft. 26' tt4 • 48" O.C. 16" �� " ALLAN BLOCK UNIT COAXIAL FILL
VERT. REIN=. (SEE TABLE) I� ••••0 di �I PLAN ® ADAPTER AND CAP
• GROUT FIRST I c0 i� .a _ /
COURSE SOLID Q .I / HOOKS SHALL BE TI-E (� °: ° RETAINED SOIL ..
J u`"f � � I.
SAME SIZE AND SPACING Q
CONCit—
. SETTING BED AS N z k AS VERT. REIN. �� I a ° (TYP.I L • �/ NOZZLE SWIVEL �OUAL oR
SHEET TITLE.
REQ'D FOR BRICK VENEER I I (ALTERNATE BOND) " ° ' .a. ° GREATER THAN 45)
-O • '. ./ a . CONC. SLAB
F.G. I 0 . .-4:
• Q ►amDIESEL FLUID HOSE_ _ _ _ _ SITE
I i=l I=i i=( =-I= I—III I FG ap r ° , / ao Co
tun BASE (ISLAND) SWIVEL
1=I I- I I-III- - •. - I �— �— g— ~ .0 .°
TYP. COAXIAL
=I I !=III=I f I=J `- -, \ • - / _--�- .►
�i FLOOR , , PICKUP DETAILS
111 11 I I=111-1 111;1 I I= � ` 9451-ED GRADE— 1: I • ` PICKUP
1=111=1 I ,_I I 4 c -.:-.-. ..'r ,, ` / av a� WEU_-GRADED
GRAJN�LAR WALL I'-6' 7'-0' I'-6' \/--../
e— ,1 4 —— k NDS . \\----;-\---___\\V--,„---\,,•,\.. ... \-.2_0./
'/ A / ROCK 0.25 In to 1.5 in
�- 's'-- - _ ------...-----7__---
•
-- ' - c5 , to 38 OVATION SECTION / /
t �— ° ° 4 ^�� 4 d a •° LESS THAN 10% FINES / 10'-0' / SUBMERGED
ALL FOOTINGS SHALL _`'1 - . ° , •
CONC. SLAB FILL PIPE
BE A MINIMUM OF 5 (2) tt4 HORIZONTAL CONT. _\---t.:_-_\�\ 'e 4 In (100 rm>) TOE SHEET NO.:
FOOT TO DAYLIGHT W A\ `��'-- DRAIN
I (SEE TABLE) PIPE VENTED TO
DAYLIG4-
rTh
A1.2
OFFSET FOOT'( CL TYPES) SCALE: 20 GRAVITY RETAINING WALL SCALE: (Th SCALE: SCALE:
1"=1' O J Lal. 16) GENERATOR STORAGE 14.. ._o" 8 SECTION N (-II)
ONE
DRAWING NUMBER
4077 18 of 66