HomeMy WebLinkAbout5883REF-63
7 1 6d
—
I—A
- 4. A. e '�.
1/2" R. (TYP.)
c , e
AW
2
2
i
DECORATIVE SAWCUT SAWCUT CONTROL
EXPANSION JOINT
JOINT JOINT
AT VERTICAL SURFACE
2
1
50'° MIN. ®SIDEWALK
„
�4 7\
F G
1 /2"R
F(TYP.)
4 dco
d
1,
c
VARIES-SEE PLAN
1/2 R. (TYP.)
1 6
d. \
2
a
1777
6"
c c 1
Q II
5 II
e ._ na e \
d
x
c0
14 ..
I
%171Q.
99
ItC7,}32
5
5 Q a
2
ENLARGEMENT
O
DECOMPOSED GRANITE O
SAWCUT EXPANSION JOINT N.T.S.
/
O
CONCRETE GRADE BEAM O
12"
3
O FINISH GRADE OCONCRETE SCORE JOINTS "DECORATIVE
BANDS SEE PLAN FOR WIDTH &
O CONCRETE PAVING FOR COLOR AND
�—
O
(2) #3 REBAR — CONTINUOUS
® TOP & BOTTOM
O FINISH GRADE
O SUBBASE PER SOILS REPORT LOCATION
FINISH, SEE FINISH SCHEDULE ON
SHEET L-1
O s�o "
DIA. X 24LONG SMOOTH STEEL
4O
BASE COMPACT PER SOILS REPORT
O3 BASE MATERIAL & DEPTH @CONCRETE PAVING TEXTURE TO
OY4"
DOWEL ® 18 O.C. FOR PEDESTRIAN. USE
"SPEED AZTEC CONCRETE
2O CONCRETE GRADE BEAM O
PER SOILS REPORT BE MEDIUM BROOM FINISH UNLESS
EXPANSION MATERIAL
DOWEL" BY
3O (2) #3 REBAR
—CONTINUOUS
INDICATED ON PLAN
STEEL REINFORCING PER SOILS
O Ysrd DEPTH OF THE PAVING THICKNESS
ACCESSORIES
® TOP & BOTTOM
'OTHERWISE
(2)DEEPENED FOOTING, AS REQUIRED FOR
REPORT. IF NONE IS INDICATED `CHANGE
O REINFORCING PER STRUCTURAL ENG.
® BASE COMPACT PER
IN GRADE
THEN INSTALL #3 REBAR 0
18" O.C. (BOTHWAYS)
O BACKER ROD AND 'TRAFFIC CAULKrr
O Ya"
SOILS REPORT
JOINT SEALANT TO MATCH CONCRETE
TOOLED RADIUS
(OMIT IN AREAS UNDER 5' WIDE)
COLOR. APPLY SAND FINISH TO CAULK
SURFACE AFTER APPLICATION
Og VERTICAL SURFACE
1
0
CONCRETE PAVING
2
0
CONCRETE JOINTS
3
0
CONCRETE BAND/D.G. PAVING
4O
CONCRETE STEP
EXTENSION / GRADE BEAM
6'
1
O CUSTOM 3"X3" #5Ga. RAW STEEL
OPRECISION WALL CAP 17
3'
3'
GABION BASKET. 24"x24 x72 PER
BASIC MODULE
@FOOTING &REBAR PER STR. ENG.
O 4" DIA. LODGEPOLE FENCE POST AS END ® GALVANIZED TURNBUCKLE
5
O ASSEMBLE ON SITE USING RAW STEEL
(i)8" WIDE SPLIT FACE BLOCK 17
ANCHORS W/ 1/2 CHAMFER AT TOP.
C—HOG RINGS AT ALL CORNERS AND
CONSTRUCTION
SET INTO NATIVE AS REQUIRED O FOR CABLE DRILL HOLE THRU POST
SIDES TO BE 8" O.C.
O APPROVED PLANTER WATERPROOFING MEMBRANE.
l�THICK STAINLESS STEEL CABLE
O "
WITH ALUMINUM FERREL CLAMPS 6 2 Y4" DIA. PRESSURED TREATED
iv
30INSTALL (X4) STIFFENERS PER
iv
@EXPANSION JOINT
AT TOP, MIDDLE, AND BOTTOM LODGEPOLE STAKE, DRIVE INTO
2
EXPOSED FACE, AND (X2) PER
BACK FACE.
O CONCRETE PAVING
O" EYEBOLT W/ FLAT WASHER INTO NATIVE SOIL AS REQUIRED
AND LOCKING NUT O PLASTIC NURSERY TIE
O4 RAW STEEL DIAPHRAGM IN THE
O APPROVED PLANTER BACKFILL MIX.
4„
FG
CENTER OF MODULE
® VINEYARD IRRIGATION SYSTEM
SQ. J 1 4 BASIC
MODULE PLAN VIEW
O COMPACTED SUB —BASE
SEE DETAIL 4, SHEET L-12
ELEVATION —LOW WALL CONDITION
O5 STONE TO EAGLE ROCK
1
2'
RUBBLE 6" TO 10";
x
8"
8' O.C. —TYPICAL
3
AVAILABLE FROM SEPULVEDA
to
BUILDING MATERIAL. ON EXPOSED
FACES OF GABIONS, PLACE
5 , 7 2
4
STONES BY HAND WITH FLATTEST
F G
N
\
5
SURFACE BEARING AGAINST FACE
_ _ _.
4
MESH TO PRODUCE SATISFACTORY
-'
a
ALIGNMENT AND APPEARANCE.
II
N �
2
II
t0
3
-I
W h
3
io N
M
\
e
/
GRAVITY STACK
AND SECURED
7F7
4 _
-
- -
�
5
iv
°
BY C—RINGER
'���
6
iffil/
y I � _' �
F.S.
..
N
Rim
8
• e
•... e Z
Uj
e. 8 a•
FG
7_Li
to
VINEYARD TRELLIS ENLARGEMENT
/
ARTIA
AS REQUIRE PER
PER
STR. ENG.
BASIC MODULE
ISOMETRIC
SITE GRADING
ELEVATION —HIGH WALL CONDITION CONDITION
�5
VINEYARD TRELLIS
O6
GABION WALL
O7
CMU RETAINING
WALL
Mal. ju
BRENUE 1
CITY OF FONTANA
PA-3 PARK SITE LANDSCAPE PLANS (CFD)
Call Underground Service Alert
DRAVK BY, scab
GABION RANCH
at least 2 days
AS SHOWN
DESIGNED
DT
before you dig
CONSTRUCTION DETAILS 1 A
CHECKED BY, APPRtIVED BY, Dwtc No' 6
Know whats below.
Call before you dig.
DATE
po 21
sITescAPIE%
Landscape Arctrifecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard PO ohms, License CA— 2782
(949) 644-9370 (714) 210-3140 FAX
REVISION
U
z
WMOD
a
H
0
U
IL
0
U
00
N
d1
O
,w
�
U
50
F�
O
00
U
CO)
O
ZLU
o
U
�
v
3
a
�
Z
�
o
O
to �ANDS(;gPf
PC *
LSPC-19000018
DATE 4/12/19
JOB #
18-025
L
5
6 OF 21
!rPf P•\1 R\1 R-n9c; RPr ArPac-Parkc\I nnricranP\PA \Xrafe\X1 R-fl7r, PAR-TR riXAm