HomeMy WebLinkAbout3556-444
ISN® AVE.
COBBLE DETAIL
rT5
L
L(TYP.) 9
0
\ •' IGHT VIEW—
C�-
\ \ / .. • . '---__ _- _ SIGHT- ,_--- • � ,
V,.
El )71
A1.10N W/
4C� r PERIMETER WALL PER
SIDEWALK PER C.E. PLANS \ \ p C.E. PLANS (TYP.)
(TVP.) \ :LOCATE 1" BEHIND PL
11777
El
\ 'P M Pa U 4 24" SQ. PILASTER
�9 (8 TOTAL)
ElEl II In
x
h94
P.4 C
LOT 133 �� ® P.4 LOT 212
PAD ELEV. 91.2 I �c �;sj .1' PAD ELEV. 94.3 _
_1 I
® 7 �9 ' : DIRECT ( OTH�RS
ORY BlI
!� $ ® Lt. 0p
® : • i: { ALIGN F CE w BACk OF CURB i
Q , e
117"1 p
• Ade
r7i 6 ENTRY ELEVATION
94.4 L-3
�
L — — 2 ENTRY WALL
L-3 (TYP.)
• 3 40" SO. E14TRY PILASTER
L-3 (2 TOTAL)
F'LR 5 I H.
ENG.
O PRE -CAST CONCRETE PILASTER
O
CAP. QUICK CRETE #Q-E31PC
(909) 737-6240 C
O 8x8x16 SPLIT -FACED BLOCK CONSTRUCTION TO FORM 24" SQ.
PILASTER.
�3 STEEL REINFORCEMENT PER
STRUCTURAL ENG.
U4 6x6x16 PRECISION BLOCK CONSTRUCTI
SINGLE ROW.
O5 CUT PRE -CAST CONCRETE WALL CAP
INTO 2 EQUAL PIECES. MORTAR THE C
PIECES TO 6x6x16 PRECISION BLOCK
ROW. MITER @ 4 CORNERS. QUICK CRI
#Q-P12SWC (909) 737-6240
�6 CONCRETE FOOTING PER STR. ENG.
NOTE:
STEEL REINFORCEMENT AND FOOTING
STRUCTURAL ENGINEER.
3x8x16 SPLIT -FACED BLOCK;
2 SIDED) 0
ZEBAR PER STR. ENG.
'RECAST CONCRETE WALL
:AP - #Q-K9SWC by 2
QUICK CRETE (909)
737-7032
;ONCRETE FOOTING PER
3TR. ENG.
1) KNOX AVENUE - NORTH ENTRY PLAN VIEW SCALE 111=10,4" (4� 24" SQ". ENTRY PILASTER
O1
40" SQ. ENTRY PILASTER PER DETAIL
7 2 1/2"x 4 TUBULAR STEEL BOTTOM RAIL.
O
15
o
KEYED (BOTH SIDES) LOCK WITH LEVER
3, SHEET L-2
TYPE HARDWARE WITH A MAXIMUM
, v �.o.,
r d
O
24" SQ. ENTRY PILASTER PER DETAIL
8�
2x2 VERTICAL TUBULAR STEEL MEMBER
� is v o I: I
OPERATING EFFORT OF 8.5 LBS.
■�■� I
����
I I I � I i i
'�
II
t
4, SHEET L-316
O
STEEL LOWER PLATE ®VERTICAL
i i
2" SQ. TUBULAR STEEL FRAME
I I
33
ENTRY WALL PER DETAIL 2, SHEET
PILASTER. ATTACH WITH (3) 1/2" DIA.
r
..
L-3
CENTER LINE OF GATE TO FILL VOID
LAG BOLTS IN LEAD SHIELDS.
O
GATE POST EMBEDDED IN ENTRY
10
DECORATIVE CROSS OF 3/4" TUBULAR
17
STEEL GRILL R-40. HEXAGON 1/4- OPENINGS.
PILASTER PER STRUCTURAL ENGINEER
STEEL W/MEDALLION AT MIDDLE - BOTH
SANDWICH BETWEEN VERTICAL PICKETS AND
NOTE: ALL FENCING MEMBERS TO BE TUBULAR
STEEL W/ ALL
OGATE
SIDES OF LOWER PLATE
ALIGN
GROUND SMOOTH.
ALL FENCING
VERTICAL FLAT BAR. FLAT BAR TO
CONNECTIONS WELDED AND
6
O
MOTOR
2 1 2"x 2 1 /2" TUBULAR STEEL VEHICULAR
11
2x3 TUBULAR STEEL HORIZONTAL RAIL
WITH PICKETS.
MEMBERS TO BE PRIMED AND PAINTED W/ (2)
COATS SOF RUST
GATE FRAME W/HEAVY DUTY HINGES. TYPE
12
O
3/4" SQ. TUBULAR STEEL PICKETS CSD 4" O.C.
18
,5/8" SQ. TUBULAR STEEL FENCE
INHIBITING PAINT (RUSTOLEUM OR EQUAL) FOLLOWING FINAL
■
AND QUANTITY AS REQUIRED.
PICKETS ® 4" O.C.
ASSEMBLY. PAINT COLOR TO BE SELECTED BY
LANDSCAPE
13
12" RADIUS DECORATIVE STEEL "LOGO" PLATE.
19
5' WIDE CONCRETE SIDEWALK
ARCHITECT. FENCE CONTRACTOR TO COORDINATE
MASONRY, ELECTRICAL AND SECURITY CONTRACTORS
WITH
PRIOR TO
14
2" SQ. TUBULAR STEEL GATED
SLOPE TOP OF WALL TO MATCH
CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP
APPROVAL.
DRAWINGS FOR
& FENCE FRAME
SLOPE CONDITION (TYP.)
2'-2"
1
,2'-2"
13
4 4
3
20» 20 I 6 12 11
3 3 1
�2 18 17 14 r� /- 2 (2 r�� I M 14 17
6) KNOX AVENUE - ENTRY ELEVATION
v C
2' 2'
Y m 12 Vim
w 0!
rY
010 Z 2m'0
±16
I�I
� 1L
2" MIN.
'ER
TR.
NG.
6'
�J
"..'.',.
O PRE -CAST CONCRETE PILASTER CAP.O
QUICK CRETE #Q-E44PC _ ;•
(909) 737-6240
O 8x8x16 SPLIT FACE BLOCK 40" SQ.
CONSTRUCTION TO FORM 40" SQ. O
PILASTER
O3 STEEL REINFORCEMENT PER , '
STRUCTURAL ENG.
O 6x6x16 PRECISION BLOCK
CONSTRUCTION. SINGLE ROW.
O CUT PRE—CAST CONCRETE WALL CAP 2�
INTO 2 EQUAL PIECES. MORTAR THE
CUT PIECES TO 6x6x16 PRECISION
BLOCK ROW. MITER 0 4 CORNERS. 7.
QUICK CRETE #Q—P12SWC 2
(909) 737-6240 "
O CONCRETEFOOTING PER STR. ENG. 3
F.G. T.C.
WOE: d
STEEL REINFORCEMENT AND FOOTING
PER STRUCTURAL ENGINEER.
:17
6 M*`
PER STRUCTURAL ENG.
3 40" SQ. ENTRY PILASTER
SEE PLANS FOR MEDIAN WIDTH
NOTE:
WHERE CURB ELEVATIONS
VARY INSTALL TO
DRAIN TO LOW CURB.
SEE DETAIL A
1" CONCRETE GAP BETWEEN
ROCK AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED
WITH REQUIRED V.
EXPOSURE ABOVE TC,
WIRE BRUSH FINISH JOINTS BETWEEN ROCKS
ROCK HEIGHT 6- MIN. PEA GRAVEL CONCRETE SED
r• 1/2 INCH ABOVE TC �
i-- DET'('
AIL A
NOT TO SCALE
FOR ILLUSTRATIVE PURPOSES ONLY
\90% MIN, COMPACTED'SUBGRADE OR
BASE MATERIAL PER PLANS AND SPECS,
1. ROCK 51ZE5 UNLE55 OTHERWISE SPECIFIED SHALL DE:
C055LE5TONE5! MAX. 12" TO MIN. 6" WITH ONE SIDE.PLAT.
3. A 5AMPLE AREA, MIN. 10 5Q. FT. SHALL BE APPROVED 5Y
T,, fE CITY IN5FECTOR PKIOR TO PROCEEDING WITH THE
REMAINING ROCK WORK.
4, FINAL KE5TING POSITION OF ALL ROCK5 SHALL 15E APPROVED
5Y THE CITY INSPECTOR.
5. ROCKS SHALL BE SMOOTH, ROUNDED. FREE OF 05.JECTIONA,DLE
PISFIOIJRATION � AND IRON CONTENT AS AF'PKOYED DY THE CIT`i' IN5FECTOK
O. CONCRETE SHALL f3E CLASS 520-D-2500 4 INCH SLUMP CONCRETE.
7. WIRE 13RU5H ALL JOINTS AFTER. THE INSTALLATION OF THE KOCK5
B. AFTER CONCRETE MORTAR HAS 5ET, HYDRO DLA57 AS DIRECTED
f3Y THE CITY IN5PECTOK, 13RU5H ROCKS TO REMOVE CEMENT COATING;
9. WHERE ROCK SOF;DEKS TURF AREA, PLACE 1" CONCRETE EDGE
BETWEEN BACK OF ROCK AND TURF,
WHERE ROCK BORDERS CURB PROVIDE 18" BAND OF WALK ON COBBLE, 1/2" MAX.
EXPOSURE, FLAT SIDE UP.__ ,.
( ) COBBLE DETAIL
SEE SHEET L-4 FOR CONSTRUCTION NOTES &LEGEND
SHEET KEY
LYTLE CREEK ROAD
H
H
�o �,ANQSC,gPF
278 olH4�s9�y'�
DRM BY.
• DES04M BY:
DFIECM 6Y:
CA
0
0
r
12" MIN.
PER
STR. ENG.
X11
3,c I T IE % C A P r-
Landscape Architecture
and Planning
3195 B Airport Loop Dr.
Costa Mesa, CA. 92626
Richard Poihamus, License CA—#2782
(949) 644-9370 (714) 210-3140 FAX
EDVM CHK
DATE 9/22/03
,,os # 03 -017
,•.CITY OF FONTA►
LANDSCAPE PLANS '
KNOX AVENUE - EAST SOME
AS SHOWN
DATE:
APa ww ar: e • , DM. NO -
DAM 4
14
C" UMMM R.C.E. 31152 EV. DATE3556 1 G o f
ism
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r
..
r
e
�
■
6) KNOX AVENUE - ENTRY ELEVATION
v C
2' 2'
Y m 12 Vim
w 0!
rY
010 Z 2m'0
±16
I�I
� 1L
2" MIN.
'ER
TR.
NG.
6'
�J
"..'.',.
O PRE -CAST CONCRETE PILASTER CAP.O
QUICK CRETE #Q-E44PC _ ;•
(909) 737-6240
O 8x8x16 SPLIT FACE BLOCK 40" SQ.
CONSTRUCTION TO FORM 40" SQ. O
PILASTER
O3 STEEL REINFORCEMENT PER , '
STRUCTURAL ENG.
O 6x6x16 PRECISION BLOCK
CONSTRUCTION. SINGLE ROW.
O CUT PRE—CAST CONCRETE WALL CAP 2�
INTO 2 EQUAL PIECES. MORTAR THE
CUT PIECES TO 6x6x16 PRECISION
BLOCK ROW. MITER 0 4 CORNERS. 7.
QUICK CRETE #Q—P12SWC 2
(909) 737-6240 "
O CONCRETEFOOTING PER STR. ENG. 3
F.G. T.C.
WOE: d
STEEL REINFORCEMENT AND FOOTING
PER STRUCTURAL ENGINEER.
:17
6 M*`
PER STRUCTURAL ENG.
3 40" SQ. ENTRY PILASTER
SEE PLANS FOR MEDIAN WIDTH
NOTE:
WHERE CURB ELEVATIONS
VARY INSTALL TO
DRAIN TO LOW CURB.
SEE DETAIL A
1" CONCRETE GAP BETWEEN
ROCK AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED
WITH REQUIRED V.
EXPOSURE ABOVE TC,
WIRE BRUSH FINISH JOINTS BETWEEN ROCKS
ROCK HEIGHT 6- MIN. PEA GRAVEL CONCRETE SED
r• 1/2 INCH ABOVE TC �
i-- DET'('
AIL A
NOT TO SCALE
FOR ILLUSTRATIVE PURPOSES ONLY
\90% MIN, COMPACTED'SUBGRADE OR
BASE MATERIAL PER PLANS AND SPECS,
1. ROCK 51ZE5 UNLE55 OTHERWISE SPECIFIED SHALL DE:
C055LE5TONE5! MAX. 12" TO MIN. 6" WITH ONE SIDE.PLAT.
3. A 5AMPLE AREA, MIN. 10 5Q. FT. SHALL BE APPROVED 5Y
T,, fE CITY IN5FECTOR PKIOR TO PROCEEDING WITH THE
REMAINING ROCK WORK.
4, FINAL KE5TING POSITION OF ALL ROCK5 SHALL 15E APPROVED
5Y THE CITY INSPECTOR.
5. ROCKS SHALL BE SMOOTH, ROUNDED. FREE OF 05.JECTIONA,DLE
PISFIOIJRATION � AND IRON CONTENT AS AF'PKOYED DY THE CIT`i' IN5FECTOK
O. CONCRETE SHALL f3E CLASS 520-D-2500 4 INCH SLUMP CONCRETE.
7. WIRE 13RU5H ALL JOINTS AFTER. THE INSTALLATION OF THE KOCK5
B. AFTER CONCRETE MORTAR HAS 5ET, HYDRO DLA57 AS DIRECTED
f3Y THE CITY IN5PECTOK, 13RU5H ROCKS TO REMOVE CEMENT COATING;
9. WHERE ROCK SOF;DEKS TURF AREA, PLACE 1" CONCRETE EDGE
BETWEEN BACK OF ROCK AND TURF,
WHERE ROCK BORDERS CURB PROVIDE 18" BAND OF WALK ON COBBLE, 1/2" MAX.
EXPOSURE, FLAT SIDE UP.__ ,.
( ) COBBLE DETAIL
SEE SHEET L-4 FOR CONSTRUCTION NOTES &LEGEND
SHEET KEY
LYTLE CREEK ROAD
H
H
�o �,ANQSC,gPF
278 olH4�s9�y'�
DRM BY.
• DES04M BY:
DFIECM 6Y:
CA
0
0
r
12" MIN.
PER
STR. ENG.
X11
3,c I T IE % C A P r-
Landscape Architecture
and Planning
3195 B Airport Loop Dr.
Costa Mesa, CA. 92626
Richard Poihamus, License CA—#2782
(949) 644-9370 (714) 210-3140 FAX
EDVM CHK
DATE 9/22/03
,,os # 03 -017
,•.CITY OF FONTA►
LANDSCAPE PLANS '
KNOX AVENUE - EAST SOME
AS SHOWN
DATE:
APa ww ar: e • , DM. NO -
DAM 4
14
C" UMMM R.C.E. 31152 EV. DATE3556 1 G o f