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N I > I 01 STACKED GABION WALL SEE
pq I DETAIL 5, SHEET L-6
3
3' I I O DETAILFEATURE
4, SHEETI L-6
2 3
0. 5 X 6 I 03 DRY CREEK COBBLES O
6
1 I I 04 LANDSCAPE BOULDERS D
FLUSH I I tea, SEE DETAIL 2, SHEET L-4 O
d I I O5 PROJECT LOGO SIGN BY OTHERS. PIN MOUNTED
H d PA I ; I 3" OFFSET FROM GABION WALL. SECURE WITH
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L ------ wm ---------------J SUPPORT ARMS AS REQUIRE
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fy 06 COMMUNITY PERIMETER WALL PER OTHER PLANS
n d O 9EE PLAN
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w 07 WALL WASH UPLIGHT PER ELECTRICAL
DESIGN AND PLANS
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O CONCRETE HEAD WALL UNDER
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09 UNDERGROUND FOUNTAIN BASIN
j4 SEE DETAIL 6, SHEET L-4
Ut10 1 DIA. EQUALIZING LINE BETWEEN BASINS
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COMPACTED SUB —GRADE
NOTES: PER SOIL REPORT
Ol FINISH GRADE/ADJACENT PLANTING W/ CRASHED ROCK TOP DRESSING 01 BURY A MINIMUM OF 1/3 DEPTH
3 SEE SHEET L-13 FOR TOP DRESSING NOTE. OF BOULDER SIZE.
02 PERMALOCK SPLICING STAKE/LINE STAKE, INSTALL PER 02 BOULDER SHALL BE ROUNDED O
MANUFACTURER'S SPECIFICATIONS. RIVER BOULDER
03 PERMALOCK 1/8" x 4" ML. FINISH ALUMINUM EDGING. NATURAL O SCARRED OR BROKEN BOULDER LAYOUT PLAN
ALUMINUM COLOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SHALL NOT BE PERMITTED.
® 04 PLACE PER PLANS AND
COMPACTED SUB GRADE PER SOIL REPORT LANDSCAPE ARCHITECT'S DIRECTION 36'
(i)DECOMPOSED GRANITE OVER NATIVE
O ADJ. CONCRETE PAVING 77
G_
�r 2' 6
SIGN SUPPORT ARMS
1 D.G. PAVING & ALUMINUM HEADER O LANDSCAPE BOULDER SEE DETAIL 7, SHEET L-4
00 3 —6 2 —6 2'-6" 3'-6- 3`-6"
co 1 N
O 4" DIA. LODGEPOLE FENCE POST AS END K .
ANCHORS W/ 1/2" CHAMFER AT TOP. f
SET INTO NATIVE AS REQUIRED 3' O.C.
Ya" THICK STAINLESS STEEL CABLE TYP�� b
au
WITH ALUMINUM FERREL CLAMPS IF APPLICABLE 8
AT TOP, MIDDLE, AND BOTTOM ( ) 5 �q S g 2
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>, , ,� - 03 EYEBOLT W/ FLAT WASHER 7
AN uv 0 3 0
AND LOCKING NUT 18' J
00
® GALVANIZED TURNBUCKLE , \„�� \Y� � k� � �� c� _ 1,
5 DRILL HOLE THRU POST w
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O FOR CABLE 2
1 /2" R. (TYP.) PLAN ENLARGEMENT 10 z
O 2 Y" DIA. PRESSURED TREATEDo 0
LODGEPOLE STAKE, DRIVE INTO
INTO NATIVE 501E AS REQUIRED 1 I° w D' c o f
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07 PLASTIC NURSERY TIE � w _ r �
® 08" X 24" DOMED CONCRETE FOOTING U 5a o g
O VINE IRRIGATION. REFER TO DETAIL X, o . � N I D 9
SHEET L—X a' wc7l_ z 36'
of Of 18, 2'-6" 2'-6„ 3r-6rr
6>. 3 2
10 FINISH GRADE
5 1 I 1 -71
20 CONCRETE MOW STRIP
TO BE NATURAL CONCRETE W/ MEDIUM
SEE ENLARGEMENT _ _ _ — _
r —I BROOM FINISH
BELOW
nW BASE
1 3 MATERIAL &DEPTH
L O N
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x w ... ` k ,,..::" x " ' {-., c t.. I 1/2 HT.—(1) #3 REBAR —CONTINUOUS �� �"�, � �;.,r,��«a �.'• `,�,;, �. r. t` '�., €^.' R %' �%. i ,+'r',`.E .•e �, u� ,, :sF ^ 1, x r,: ( '1 ,•, F .
1/2 HT.—(2) #3 REBAR CONTINUOUS A, z
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'01 I D I� HOLD MAX. WALL SEE SIGNAGE SECTION
HEIGHT ® LOW POINT DETAIL 7, SHEET L-4 SEE WATER
DETAIL 6, SHEETL FEATURE SECTION 4
8'-0" O.C. TYP. i 8'-0" O.C. TYP. FRONT ELEVATION
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 04 6" CONCRETE MOW CURB 5 24', 32', 48', OR 56' O PRIMARY ENTRY STATEMENT AT CASA GRANDE
VINEYARD TRELLIS TYPICAL ELEVATION 2' 01 STACKED GABION WALL
SEE DETAIL 5, SHEET L-6 1 01 2X2 TUBULAR STEEL SUPPORT
2 2' 02 WATER FEATURE DETAIL ARMS FOR STEEL SIGN AT TOP
SEE DETAIL 4, SHEET L-6 4 AND BOTTOM
()2X2 TUBULAR STEEL POSTS 3 (2)PROJECT SIGN/LOGO BY OTHERS.
SEE DETAIL 4, SHEET L-6 SECURE TO SUPPORT ARMS WITH
g 8' O.C. — TYPICAL — ® DRY CREEK COBBLE OC
v �t APPROPRIATELY SIZED BRACKETS.
WELD IN PLACE
_ 1 O5 LANDSCAPE BOULDERS`v 2X2 TUBULAR STEEL POST.
2 j PLAN SEE VIEW FOR SIZES
7
�1 06 PREFABRICATED POND BASIN' v
Ins3 N ® GABION WALL SEE DETAIL 5,
4 �< 48" SQ. — BY NELSON NURSERY & WATER �'SHEET
3 \_/ ,_ SPEC. ENSURE THAT ALLTPLUMBINGMFG. \, / 5 CONCRETE
C14 GARDENS OR EUAL. �� -
O RETE FOOTING
PENETRATIONS ARE PROPERLY
, > ATIO
j_, WATERPROOFED COMPACTED SUB —GRADE �� `r O1" DIA. EQUALIZING LINE CONNECTING ' 0 PER SOIL ENG. REPORT
co N r1 \\ L 1 - ,�.
'ii� ��___ �r THE TWO BASINS TOGETHER
®Y2" DIA. FOUNTAIN SUPPLY 3 / -
J 8 METAL NOTES:
M
ALL CONNECTORS TO BE
5 �' 09 COMPACT SUBGRADE AS REQUIRED \ , /
� • � � �n CONTINUOUS WELDED.
�C �,- �_ I REMOVE ALL SLAG & SPLATTER
��� ,� 10 PROVIDE E2HEAD WALL / �'� N AND GRIND ALL WELDS SMOOTH.
g 7 g O # �'� ALL TUBING TO HAVE ENDS
HIN ---- EJT1771777ag4 REBAR CONTINUOUS
_ WELDED CLOSED. PAINT STEEL
11 SUBMERSIBLE PUMP
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR PUMP
_ WITH (1) COAT ZINC CHROMATE
_ � % � ;� SIZE � '� ' i � � v� �I PRIMER AND W/ (2) COATS
..-. ems.
12 CONTROL BALL VALVE UM COLOR PER FINISH
- RUSTOLE C
" 4. ° 0.' TO CONTROL FLOW TO EACH FOUNTAIN FEATURE. SPEC.).
CONTRACTOR TO LOCATE VALVES OUTSIDE OF BASIN
VINEYARD TRELLIS ENLARGEMENT O °
AREA IN A CONCEALED LOCATION
II °. °.., 13 CONTROL BALL VALVE
15 II sv g N TO CONTROL FLOW TO EACH FOUNTAIN FEATURE.
CONTRACTOR TO LOCATE VALVES OUTSIDE OF BASIN cV0.
° A ° 10 AREA IN A CONCEALED LOCATION
... �. 13 1 10V GFI ELECTRICAL SUPPLY PROVIDED FOR PUMP 5
— 6
11 12 ° +> 14 1" REMOVABLE OVERFLOW STAND PIPE M
CONNECT TO CIVIL ENGINEER'S DRAIN SYSTEM CITY OF FONTANA
14 13 15 BASIN FINISH GRADE
Call Underground Service Alert WATER FEATURE NOTES: 8 DIA.
12" LANDSCAPE PLANS
OQi at least 2 days CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR
SCALE -
before you dig FOUNTAIN CONSTRUCTION FOR APPROVAL °Rp�" BY, CASA GRANDE AVENUE SCALE,
STA. 25+82.89 TO 52+00.00 AS SHOWN
O VINEYARD TRELLIS`° °Y' CONSTRUCTION DETAILS
KnowCall bsore below. 6 WATER FEATURE SECTION O SIGNAGE SECTION CHECKED BY, APPROVED BY, DyO, NOr 5
Call before you dig.
DATE,
x- 19
ommmommommommomom Ni
S I T E i C A P E S
Landscape Architecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA-#2782
(949) 644-9370 (714) 210-3140 FAX
REVISION
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PCLSPC 19-000010
DATE 12/ 10/ 18
JOB #
18-023
L4
5 OF 19