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CONCRETE STEPS (NORTH
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JOB # 01-017
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#4 VERT. REBAR 0 16" O.C.;
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ALT. BENDS IN FOOTING.
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(7) #4 HORZ. REBAR CONT.
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CONCRETE FOOTING
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90% COMPACTED SUBGRADE
I
07
AT FINISH SURFACE PROVIDE
INSTALL INTO 3" DIA.x
3/4" EXPANSION JOINT W/
THIOKOL SEALER– COLOR
iv
TO MATCH CONCRETE
11
SURFACE.
I
®
CONCRETE RIBBON OR
POCKET. FILLED W/
FINISH GRADE.
tGROUT
SOLID CENTER VOID
NOTE:
NON–SHRINKING 5
AT END OF WALLS PROVIDE
2 "
8x8x16 SPLITFACE BLOCK
TO CONCEAL CENTER VOID.
01 PRECAST CONCRETE CAP
O 2 1/2" 1.0. GALV. STL. PIPE
GUARDRAIL. (SEE ELEVATION)
Q 6"x6"x16" SPLIT FACE CONCRETE
BLOCK (EXPOSED SIDESNLY)
COLOR PER SCHEDULE.
O CONCRETE PAVING BELOW.
O PROVIDE 10"x18" #4 REBAR HOOP
0 24" O.C. AT TOP
O WATERPROOF WHEN RETAINING.
O PROVIDE HOLE IN CAP AS REQ.,
SET GUARDRAIL POST INTO
CENTER VOID AND GROUT FILL
SOLID.
O CENTER VOID, GROUT SOLID
�o•
O #4 REBAR WRAP 0 24" O.C. 1e�]1e•
10 PROVIDE 2" DIA. WEEP HOLE 0
32" O.C. & 3" DIA. PERFORATED
P.V.C. DRAIN LINE (CONT.) W/ 1
SQ. FT. PEA GRAVEL AND
WRAPPED IN SOIL SEPARATION
FILTER FABRIC ENVELOPE
NOTE:
AT END OF WALLS PROVIDE
8x8x16 SPLITFACE BLOCK TO
CONCEAL CENTER VOID.
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HORIZONTAL
REBAR CONT.
O SPLIT FACE BLOCK SEAT WALL O RETAINING WALL W/ GUARDRAIL O
1/2-R (TYP.) -
1" RATTFR (TYP-1
(: 6 3'x4' PILASTER W/ 2' DIA PRECAST FINNIAL
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O CONCRETE STEPS - MEDIUM
BROOM FINISH
O CONC. FOOTINGS
O CONC. PAVING G
0#3 REBAR 012" O.C. BOTHWAYS
@ BLOCK WALL BEYOND
O1/2' THIOKOL EXPANSION JOINT
07 COMPACTED SUB BASE PER SOILS
REPORT
O HANDRAIL e
110114
ALL CONNECTIONS TO BE CONTINUOUS WELDED.
REMOVE ALL SLAG do SPLATTER AND GRIND ALL
WELDS SMOOTH. ALL TUBING TO HAVE ENDS
WELDED CLOSED.
PILASTER BEHIND
HANDRAIL
ADD 12" EXTENSION WHERE IT OCCURS.
/,—REFER TO PLANS do STEP DETAILS
FOR EXACT LOCATIONS
10 CONCRETE STAIRS -SEE DETAIL THIS SHEET
20 1 1/2" 1.0. GALV. TUBULAR STEEL HANDRAIL
30 GRIND SMOOTH ALL WELDS AND CORNERS
® CONCRETE FOOTING
50 2" DIA. TUBULAR STEEL SLEEVE -FILL WITH POR -ROCK
AFTER SETTING HANDRAIL
7 HANDRAIL
L EXTENSION
L POST
TURN HANDRAIL EXTENSION 9O- IN
DIRECTION OF PILASTER O LOCATIONS
INDICATED ON PLAN
3" RAD. 0 CORNERS
ATYPICAL
FG
1 /2"Q (TVD )
O 2 1/2- 1.0. GALV. STL. INTERIM
POST EVENLY SPACED 0 f 6'-3-
O.C. (SET INTO BLOCK PER
SECTION DETAIL)
@4" SPHERICAL OBJECT SHOULD
NOT BE ABLE TO PASS THROUGH.
0 (3) 1 1/2- 1.0. GALV. STL.
MID–RAILS
O 2 1/2" 1.0. GALV. STL. PIPE TOP
& END GUARDRAIL
O HOLD RAIL 6" BACK FROM END
OF WALL OR PILASTER.
O WALL CAP.} -
GUARDRAIL (ELEVATION)
PROVIDE 2" WIDE "SLIP ,RESISTANT"
SAW–CUT STRIPING 0 1 BEHIND
NOSE OF STEP PER A.D.A. CODES.
ACID STAIN "BLACK"
5) CONCRETE STEPS (SOUTH END)
01 NATURAL CONCRETE
STEPS W/ MED.
BROOM FINISH
02 CONC. FOOTING
O#3 REBAR 012" O.C.
BOTH WAYS
04 COMPACTED
SUBGRADE PER
SOILS REPORT
&/2" THIOKOL
EXPANSION JOINT
TOP & BOTTOM
OHANDRAIL– TURN
EXTENSIONS 0 BOTTOM
OF STEPS 90'
TWARDSPI LASTER e
BEHIND
03'x4" PILASTER
e
OENHANCED PAVING
OCONC. PAVING
WALL MATRIX
HARDSCAPE QUANTITY
CHAIN LINK FENCE 11310 LF
W.I. FENCE 21690 LF
SPLIT FACE BLOCK 244 LF
SEAT WALL
RETAINING WALL 39 LF
CONSTRUCTION NOTES
1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to
the attention of the owners representative.
2. See grading plans for vertical control.
3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and
structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement
of said utilities.
4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown
obstructions and/or grade differences exist that may not have been known during design. Such
conditions shall be immediately brought to the attention of the Landscape Architect. The Contractor
shall assume full'esponsibility for all revisions due to a failure to give such notification.
5. Contractor shall be responsible for any coordinating with other sub -contractors as required to
accomplish construction operations.
6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and
sharp transitions.
7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where
applicable. All forms must be inspected and approved prior to beginning that phase of the work.
8. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will be
of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and
ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation
is by vibration. A slump notexceeding 5 inches is permitted if consolidation is by other means.
Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture
shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete
that has been pretempered by water or cement after concrete has partially hardened, is not
acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive
strength of concrete shall be made in accordance with ACI 301 to verify that it meets design
requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated
by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in
accordance with ACI 301.
9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at
12' o.c. and at corners; scorelines at 6' o.c. or as shown of plans and in accordance with all local codes.
10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required.
Refer to appropriate plans.
11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation
shall take precedence.
12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade
preparation per the soils report.
13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material,
etc. for all hardscape paving, wall footings, etc.
14. For masonry and wood construction notes, if any, refer to separate list of requirements within this
package.
CONSTRUCTION LEGEND
4" A.C. over 12" compacted native material. See Civil Engineer sheets for more information.
QStd. concrete with 6" wide smooth trowel bands as shown. Center field
to be medium exposed aggregate.
Std. concrete with medium broom finish running perpendicular to edge. Provide expansion joints
and/or control joints 8' o.c. max. or as required.
Standard Soccer Goal - 8'x 24':
'Fold -A -Goal' 8' x 24' round w/ net clips installed along top and side bars
@ 36" o.c. and 8'x 24' heavy 4mm jumbo net (8'-6" x 25'x 4'x 10').
Goal to be set up for semi permanent installation.
Small sided Soccer Goal - 6'x 18%
'Fold -A -Goal' 6' x 18' round w/ net clips installed along top and side bars
@ 36" o.c. and 6'x 18' net. Goal to be set up for semi-permanent
installation.
Provide (1) set of optional wheels for each pair of goals.
Contractor to provide semi-permanent installation shop drawings for City approval.
Goal and nets available @ D. Hauptman Co., Inc. (800) 542-4625.
Q6' Chainlink Fence:
Install Std.6' galvanized chainlink fence. Set line posts equally spaced
max. @ 8' o.c. Provide top and bottom rails. Install posts and fencing
per mfg. specifications. Contractor to submit shop drawings to City for
approval. Fence materials available @ Fence Master (661) 395-1010 or equal.
0 Soccer Field Striping:
All field striping to be prepaired by City staff. Layout shown on plans
provided for reference only.
0 Utility Pad:
Provide a 8' wide by 20' long by 4" thick concrete pad. Coordinate all
utility stub -outs prior to construction. Concrete to be medium broom
finish, provide #3 rebar @ 18" o.c. (Both ways).
Unit Pavers:
Field: Holland -stone II, 80 mm pavers set in Stackbond pattern at 45°
angle as shown. Color to be 'Buff'. Provide 4" x 8" Holland -stone I
criss-cross grid band @ 8' o.c. in 'Antique Brown' color. Stone by
Acker -Stone 1-(800)535-1666 - Install Per Manufacturer's Specifications.
09 Split Face Block Wall:
Color by Angelus Block provide Color Mix as shown.
(3) - Color Random Mix
#200 - 30%
#300 - 30%
#600 - 40%
�O �,ANDSC4pF
app Iv POL I,pc
2782
Cp
CITY OF FONTANA
LANDSCAPE PLANS
W""'Y'--SOCCER P SC&D
U "TIO AILS, AS SHOWN
MM
OTE &
CHECM m wraovenAS ray 1
3029
Landscape Architecture
and Planning
19762 MacArthur Blvd., Ste. 130
Irvine, CA. 92612
Richard Polhamus, License CA—/2782
(949) 644-9370 (949) 476-1432 FAX
NO.1 REVISION
CONCRETE STEPS (NORTH
END)
JOB # 01-017
C=5
of 39
08x8xl6 SPLITFACE
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BLOCK (EXPOSED
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GROUT FILL ALL CELLS
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"BLACK & WHITE"
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11
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NON–SHRINKING 5
2 "
(
GROUT
4
3
03 POURED–IN–PLACE
CONCRETE CAP
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NATURAL COLOR W/
SMOOTH TROWEL
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WALL
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: :"
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–45 BEVEL 0 TOP
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EDGE ON A
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#4 VERT. REBAR 0
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,^:. :; :. -
IN FOOTING
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10
07 CONCRETE FOOTING
FIN. SUR
_
*+ �~ j.CONCRETE
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STEP LINE
OWHERE
IT OCCURS
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•
.
PAVING OR
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10 COMPACTED SUBGRADE
•. %.
,
PER SOIL REPORT
7
11 CAP REBAR; #3 0 16"
3
56" x 60"
6 3
O.C. BOTH WAYS
EXTEND INTO CMU
BLOCK 12", ALL SIDES
(: 6 3'x4' PILASTER W/ 2' DIA PRECAST FINNIAL
'Ino kiml
,�
O CONCRETE STEPS - MEDIUM
BROOM FINISH
O CONC. FOOTINGS
O CONC. PAVING G
0#3 REBAR 012" O.C. BOTHWAYS
@ BLOCK WALL BEYOND
O1/2' THIOKOL EXPANSION JOINT
07 COMPACTED SUB BASE PER SOILS
REPORT
O HANDRAIL e
110114
ALL CONNECTIONS TO BE CONTINUOUS WELDED.
REMOVE ALL SLAG do SPLATTER AND GRIND ALL
WELDS SMOOTH. ALL TUBING TO HAVE ENDS
WELDED CLOSED.
PILASTER BEHIND
HANDRAIL
ADD 12" EXTENSION WHERE IT OCCURS.
/,—REFER TO PLANS do STEP DETAILS
FOR EXACT LOCATIONS
10 CONCRETE STAIRS -SEE DETAIL THIS SHEET
20 1 1/2" 1.0. GALV. TUBULAR STEEL HANDRAIL
30 GRIND SMOOTH ALL WELDS AND CORNERS
® CONCRETE FOOTING
50 2" DIA. TUBULAR STEEL SLEEVE -FILL WITH POR -ROCK
AFTER SETTING HANDRAIL
7 HANDRAIL
L EXTENSION
L POST
TURN HANDRAIL EXTENSION 9O- IN
DIRECTION OF PILASTER O LOCATIONS
INDICATED ON PLAN
3" RAD. 0 CORNERS
ATYPICAL
FG
1 /2"Q (TVD )
O 2 1/2- 1.0. GALV. STL. INTERIM
POST EVENLY SPACED 0 f 6'-3-
O.C. (SET INTO BLOCK PER
SECTION DETAIL)
@4" SPHERICAL OBJECT SHOULD
NOT BE ABLE TO PASS THROUGH.
0 (3) 1 1/2- 1.0. GALV. STL.
MID–RAILS
O 2 1/2" 1.0. GALV. STL. PIPE TOP
& END GUARDRAIL
O HOLD RAIL 6" BACK FROM END
OF WALL OR PILASTER.
O WALL CAP.} -
GUARDRAIL (ELEVATION)
PROVIDE 2" WIDE "SLIP ,RESISTANT"
SAW–CUT STRIPING 0 1 BEHIND
NOSE OF STEP PER A.D.A. CODES.
ACID STAIN "BLACK"
5) CONCRETE STEPS (SOUTH END)
01 NATURAL CONCRETE
STEPS W/ MED.
BROOM FINISH
02 CONC. FOOTING
O#3 REBAR 012" O.C.
BOTH WAYS
04 COMPACTED
SUBGRADE PER
SOILS REPORT
&/2" THIOKOL
EXPANSION JOINT
TOP & BOTTOM
OHANDRAIL– TURN
EXTENSIONS 0 BOTTOM
OF STEPS 90'
TWARDSPI LASTER e
BEHIND
03'x4" PILASTER
e
OENHANCED PAVING
OCONC. PAVING
WALL MATRIX
HARDSCAPE QUANTITY
CHAIN LINK FENCE 11310 LF
W.I. FENCE 21690 LF
SPLIT FACE BLOCK 244 LF
SEAT WALL
RETAINING WALL 39 LF
CONSTRUCTION NOTES
1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to
the attention of the owners representative.
2. See grading plans for vertical control.
3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and
structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement
of said utilities.
4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown
obstructions and/or grade differences exist that may not have been known during design. Such
conditions shall be immediately brought to the attention of the Landscape Architect. The Contractor
shall assume full'esponsibility for all revisions due to a failure to give such notification.
5. Contractor shall be responsible for any coordinating with other sub -contractors as required to
accomplish construction operations.
6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and
sharp transitions.
7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where
applicable. All forms must be inspected and approved prior to beginning that phase of the work.
8. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will be
of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and
ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation
is by vibration. A slump notexceeding 5 inches is permitted if consolidation is by other means.
Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture
shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete
that has been pretempered by water or cement after concrete has partially hardened, is not
acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive
strength of concrete shall be made in accordance with ACI 301 to verify that it meets design
requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated
by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in
accordance with ACI 301.
9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at
12' o.c. and at corners; scorelines at 6' o.c. or as shown of plans and in accordance with all local codes.
10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required.
Refer to appropriate plans.
11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation
shall take precedence.
12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade
preparation per the soils report.
13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material,
etc. for all hardscape paving, wall footings, etc.
14. For masonry and wood construction notes, if any, refer to separate list of requirements within this
package.
CONSTRUCTION LEGEND
4" A.C. over 12" compacted native material. See Civil Engineer sheets for more information.
QStd. concrete with 6" wide smooth trowel bands as shown. Center field
to be medium exposed aggregate.
Std. concrete with medium broom finish running perpendicular to edge. Provide expansion joints
and/or control joints 8' o.c. max. or as required.
Standard Soccer Goal - 8'x 24':
'Fold -A -Goal' 8' x 24' round w/ net clips installed along top and side bars
@ 36" o.c. and 8'x 24' heavy 4mm jumbo net (8'-6" x 25'x 4'x 10').
Goal to be set up for semi permanent installation.
Small sided Soccer Goal - 6'x 18%
'Fold -A -Goal' 6' x 18' round w/ net clips installed along top and side bars
@ 36" o.c. and 6'x 18' net. Goal to be set up for semi-permanent
installation.
Provide (1) set of optional wheels for each pair of goals.
Contractor to provide semi-permanent installation shop drawings for City approval.
Goal and nets available @ D. Hauptman Co., Inc. (800) 542-4625.
Q6' Chainlink Fence:
Install Std.6' galvanized chainlink fence. Set line posts equally spaced
max. @ 8' o.c. Provide top and bottom rails. Install posts and fencing
per mfg. specifications. Contractor to submit shop drawings to City for
approval. Fence materials available @ Fence Master (661) 395-1010 or equal.
0 Soccer Field Striping:
All field striping to be prepaired by City staff. Layout shown on plans
provided for reference only.
0 Utility Pad:
Provide a 8' wide by 20' long by 4" thick concrete pad. Coordinate all
utility stub -outs prior to construction. Concrete to be medium broom
finish, provide #3 rebar @ 18" o.c. (Both ways).
Unit Pavers:
Field: Holland -stone II, 80 mm pavers set in Stackbond pattern at 45°
angle as shown. Color to be 'Buff'. Provide 4" x 8" Holland -stone I
criss-cross grid band @ 8' o.c. in 'Antique Brown' color. Stone by
Acker -Stone 1-(800)535-1666 - Install Per Manufacturer's Specifications.
09 Split Face Block Wall:
Color by Angelus Block provide Color Mix as shown.
(3) - Color Random Mix
#200 - 30%
#300 - 30%
#600 - 40%
�O �,ANDSC4pF
app Iv POL I,pc
2782
Cp
CITY OF FONTANA
LANDSCAPE PLANS
W""'Y'--SOCCER P SC&D
U "TIO AILS, AS SHOWN
MM
OTE &
CHECM m wraovenAS ray 1
3029
Landscape Architecture
and Planning
19762 MacArthur Blvd., Ste. 130
Irvine, CA. 92612
Richard Polhamus, License CA—/2782
(949) 644-9370 (949) 476-1432 FAX
NO.1 REVISION
DVM
CHK
DATE 1/14/02
JOB # 01-017
C=5
of 39
W
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DVM
CHK
DATE 1/14/02
JOB # 01-017
C=5
of 39