HomeMy WebLinkAbout4923-7"T
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10
5
LEGEND:
1. CONCRETE PAVING. THICKNESS VARIES REFER TO PLAN
2. 1/2" BULLNOSE EDGE. EXTENDED COLLAR AT PERIMETER
3. #4 REBAR @ 18" O.C. (MIN. 2" COVER)
4. #4 REBAR, OPPOSITE DIRECTION @ 18" O.C.
5. 90% COMPACTED SUBGRADE
* REFER TO HARDSCAPE LEGEND SHEET L-2 AND L-3
10 CONCRETE EDGE DETAIL
SCALE: 2" = 1'-0"
EXISTING CONCRETE PROPOSED CONCRETE
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LEGEND
1. CORE AND EPDXY IN PLACE IN EXISTING CONCRETE
2. 90% COMPACTED SUBGRADE
3. #4 REBAR @ 24" O.C.
4. WRAP IN PARAFFIN PAPER BEFORE POURING NEW CONCRETE
5. 1/2" RADIUS
NOTES
1. SURFACES TO MEET FLUSH
5� COLD JOINT TO EXISTING CONCRET
8'0.C. Nom.
19%"
289/6" 1
Varies
with
Height
8'
SCALE: 2" = 1'-0"
E DETAIL
13/4" FORERUNNER" Rail
(See Cross- Section Below)
Post size varies with Height
(See AEGIS IIT" Post -Sizing chart)(D
1" Ja" x 14ga. Picket
Bracket Options
2" Nom.
334" TYP•
36" Min. `.) I:.a.
Footing depth
NOTES: I
1.) Post size depends on fence height
and wind loads. See AEGIS II T"
post sizing chart.
2.) Additional heights available on request
3.) Third rail optional. PANEL BRACKET
4.) Panels also available for 6' on center Specially designed two
post spacing. -point connection ensures
fixity of rail ends for
13/„ increased strength.
4
1-11-12
FORERUNNER""'
RAIL
134"
Uniform Zinc Coating
(Hot Dip Galvanized)
Base Material -
Uniform Zinc Coating
(Hot Dip Galvanized)
Zinc Phosphate & -
Conversion Coating
Epoxy base coat -
"No -Mar" Polyester -
Powder finish coat
o
N
ti
4�
i�
Q
INTERNAL RETAINING ROD
Variable pitch connection system for
ease of installation, high angle
bias ability and elimination of
unsightly external fasteners.
FORERUNNER ""'RAIL
Double -walled "U" -Channel
Specially formed high strength
architectural shape.
HIGH 'INVINCIBLE' TUBE STEEL FENCE
1
LEGEND
1. PVC WATERSTOP
2. #4 REBAR @ 18" O.C., CORE AND
EPDXY IN PLACE, WRAP EXPOSED END
IN PARAFFIN PAPER
3. ELASTOMERIC CAULKING, COLOR GREY
4. 90% COMPACTED SUBGRADE
5. SPLASH PAD CONCRETE AND
REINFORCEMENT BY OTHERS
6. 1/2" RADIUS
NOTES
1. SURFACES TO MEET FLUSH
LEGEND
1. TOOLED ELASTOMERIC
CAULKING, COLOR GREY
2. 1/2" BACKER ROD
3. 1/2" X 3" IMPREGNATED POLY
FELT EXPANSION JOINT
(TYP.)
4. 1/2" RADIUS
NOTES
1. FELT JOINT TO BE USED AS
SHOWN ON PLAN
2. ALL SURFACES TO MEET
FLUSH
SPLASH PAD CONCRETE EDGE DETAIL SCALE,/z°=11-o° �3 EXPAN
COLD JOINT - - �z
SIGN JOINT DETAIL
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d
a
° a . a a
SAWCUT JOINT
1. TOOLED ELASTOMERIC
CAULKING, COLOR GREY
2. 1/2" BACKER ROD
TOOLED JOINT 3. 1/2" X 3" IMPREGNATED POLY
CONTROL JOINT 1 FELT EXPANSION JOINT
3ff"'DEEP v 1/2" DEEP
°
d
.
LEGEND
2. #4 REBAR @ 18" O.C. (MIN 2" COVER)
3. WRAP ONE END WITH PARAFFIN PAPER
CONCRETE PAVING,
3250 SSI @ 28 DAYS P.C.0
0 STANDARD CONCRETE JOINTS
ickets welded to
RERUNNERT" Rail
prior to coating
2" (Hir
19%,
28%6"
Varies
with
Height
8'
36" Min.
Footing depth
(TYP.)
4. 1/2" RADIUS
5. ADJACENT BUILDING WALL
NOTES
1. FELT JOINT TO BE USED AS
SHOWN ON PLAN
2. ALL SURFACES TO MEET
FLUSH
SHRUBS TURF
LEGEND
1. CONCRETE MOW STRIP 3250 PSI
28 DAYS
2. RADIUS EDGES 1/2" BULLNOSE
3. 90% COMPACTED SUBGRADE
4. #4 REBAR, CONTINUOUS -OVERLAP 6"
AND TIE SPLICES
5. IMPREGNATED POLYFELT EXPANSION
JOINT (TYP.)
NOTE:
1. PROVIDE EXPANSION JOINTS @ 20'-0" O.C. SCORE
JOINTS AT 5'0.C.
2. ALL MOW CURBS SHALL BE FORMED AND HAND
POURED
NOT TO SCALE I � MOW CURB DETAIL
LEGEND
1. 1/2" RADIUS
2. FENCE POST FOOTING
3. SQUARE FOOTING CAP
LEGEND
1. ALL SURFACES TO
MEET FLUSH
6"
NOT TO SCALE
SCALE: z"=V-o" �7 EXPANSION JOINT BUILDING DETAIL MOW CUR
NOTES:
1.) Post size depends on fence height, weight and wind loads.
See AEGIS IF post sizing chart.
2.) See Ameristar gate table for standard out to outs. Custom gate
openings available for special out to out/leaf widths.
3.) Additional styles of gate hardware are available on request
This could change the Latch & Hinge Clearance.
4.) Third rail optional.
5.) Lockable Cane bolt per manufacturer.
10 8' HIGH 'INVINCIBLE' TUBE STEEL GATE
ance)
1%" FORERUNNER"' Rail
(See Cross- Section on Panel Drawing)
Post size varies with Height
(See AEGIS IIT"' Post -Sizing chart)O
Gate Upright
1%"x 14 ga.
Z x 14ga. Picket
/eld on Box Hinge
MOST DEPENDABLE
FOUNTAINS, INC.
MOST DEPENDABLE FOUNTAINS INC.
5705 COMMANDER DR.
P.O. BOX 587
ARLINGTON, TN 38002-0587
TOLL FREE: 1-800-552-6331
PHONE: (901) 867-0039
FAX: (901) 867-0159
www.mostdependable.com
T
(4) SHOWER HEADS
AT 900 W/ 8" STEEL PIPE,
(1) FOOT WASHER STAINLESS
STEEL PIPE
in
1=4"xZ" MUSHROOM STYLE PUSHCo
BUTTON CONTROL WITH 20 SECOND I
METERED VALVE (TYPICAL)
3/8" NYLON REINFORCED
NYLONBRAID TUBING W/ 112" MIP
(WATER SUPPLY)
I
ED
8C~�
CCESS
DOOR
8" STAINLESS
STEEL CARRIER
dA
c
1/2" X 12" ZINC
PLATED ROD
NOTES:
1. DO NOT SCALE DRAWINGS.
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3. OPTIONAL STAINLESS STEEL SURFACE CARRIER RECOMMENDED ON SURFACE MOUNT INSTALLATIONS
MODEL 590 SM
SHOWN W/ 8" SS SURFACE CARRIER
3354-10.10
PROTECTED BY COPYRIGHT - 01102/06
J 11 STAINLESS STEEL SHOWER
www.CADdetails.com
u
EXPANSION JOINT
SCALE: 2" = 1'-0"
1 4
3"
a •. d a °
a d
° °
-'1
a
B/FENCE POST DETAIL
LEGEND:
1. ADJACENT CONCRETE PAVING / BANDING
2. CONCRETE PAVERS - REFER TO FINISH SCHEDULE
3. CLEAN SAND LAYING COURSE
4. GEOTEXTILE FABRIC - REFER TO SPECIFICATIONS
5. 90% COMPACTED SUBGRADE
6. 1/2" RA D I U S
7. CLASS II ROAD BASE, 95% COMPACTION
m1a
L A N D S C A P E
ARCH ITECTU RE
310 N. JOY STREET
CORONA, CA 92879
T: 951.73 7.1 124
F: 951.737.6551
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210,
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SI URE rn
n
9/30/13
J, EXP. DATE
,qTF OF � �FO��\
CA
CONSULTANT STAMP:
PROJECT:
MARTIN TUDOR
AQUATIC CENTER
RENOVATION PROJECT
PREPARED FOR:
. �
a�,i. CITY OF FONTANA
hi:''!�y ::iii. :f i.•. J
16489 ORANGE WAY
FONTANA, CA. 92335
K.
CONTACT: DAN WEST
PHONE: 909-350-6530
PROJECT TRACKING DATE
1. PROGRESS SET 8-1-11
2. DAB SET 8-18-11
3. FIRST PLAN CHECK 10-3-11
4. SECOND PLAN CHECK 1 1-9-1 1
5. THIRD PLAN CHECK 12-5-11
6. FOURTH PLAN CHECK 1-12-12
7.
8.
DELTA REVISIONS DATE
1.
2.
3 3.
4.
5.
6"
6.
7.
8.
12 PERMEABLE PAVERS
DATE PREPARED:
1-11-12
DRAWING SCALE:
NTS
DRAWN BY:
SK, SF
DESIGNED BY:
JH
CHECKED BY:
BAXTER
BMLA PROJECT NO:
1001 1210
0
MVA 'A
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 811
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
• � I
LEGEND
Q DEWITT WEED BARRIER CLOTH SHEET DESCRIPTION:
122 NATIVE SOIL -COMPACTION AT 90%
Q FINISH GRADE
® REFER TO HARDSCAPE PLAN SHEET L-2 FOR SIZE
AND TYPE OF ROCK MULCH
HARDSCAPE DETAILS
13 CRUSHED ROCK
CITY OF FONTANA
DRAWN BY:
JH, SK, AN PROJECT NAME
DESIGNED BY:
MARTIN TUDOR WATER PARK DATE: _
JH 8/18/2011
CHECKED BY: ED: DWG NO.
BAX EN EE 51152 R. • Z 4923 37
• Sheet 7 of 11