HomeMy WebLinkAbout4083-2= = M
20 0 20 40 60
Scale 1 " = 20'
6r
I
4'
9!
MATCH LINE W
SEE BELOW LEFT
1611±
3.3'
7'
16"
6"
7'i-{
6"
4'
11'6"f
7'
5'6"t
U186'
IN
'1 0 5'6"t
CONSTRUCTION LEGEND
NUMBER DESCRIPTION
1Q ROCK BLANKET PER DETAIL B SHEEP 3
2Q PAVERS PER DETAILS A SHEEP 3
3Q DECORATIVE PERIMETER BLOCK WALL PER ENGINEER
40 CONCRETE MOW CURB PER DETAIL E SHEET 11
SQ VINE POCKET TYPICAL. 3'L X 18"W
6Q INSTALL 'E—Z' EDGE PVC ALLOY PAVER EDGING OR EQUAL
WHEREVER PAVERS END AND PLANTER AREA BEGINS.
PH. (800) 517-8069
70 BOULDERS (SEE PLANTING LEGEND SHEEP 8
16'f
11 9 10' 3 5 31611±-
7
10
'ip'" 4 711 2/6n f 2f6n
S
11' '6":r1'6" 12'6" 7'6" 10' 26'6"
91±
I Al
7 62 1 �,
T
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WALNUT AVE x._...95 96
-4 1 - -
CONTRACTOR TO VERIFY PAVER STONE SIZES AND
LAYOUT PER CITY APPROVAL PRIOR TO INSTALLATION.
CONTACT JOHN SHANBOUR AT SIERRA BUILDING PRODUCTS
(909) 355-6422 FOR FURTHER INFORMATION
� NOTE: PALLET QUANTITIES ARE FOR ORDERING
PURPOSES ONLY— CONTRACTOR SHALL VERIFY
ALL SQUARE FOOTAGE AND PALLET QUANTITIES
PRIOR TO BIDDING OR ORDERING ANY PAVERS.
11 596"
11 16n /
6' L
23'6"±
9.f
3.03 Field Quality Control
A. After removal of excess sand, check final elevations for conformance to the drawings.
CONCRETE PAVER LEGEND
SYMBOL
INTERLOCKING CONCRETE PAVEMENT
INSTALLATION SPECIFICATIONS
PART 1: GENERAL SPECIFICATIONS
Sieve Size Percent Passing Sieve Size Percent Passing
No. 44.75 100 5 mm 100
mm
mm
1.01
Quality Assurance
No.
No.
8 (2.36 95 to 100 2.5 mm 95 to 100
16 1.18 mm) 70 to 100 1.25 mm 90 to 10 10 0
A.
Installation shall be by a contractor -and crew with at least one year of experience in placing interlocking concrete
No.
40 to 100 0.600 mm 35 to
300.600 mmvers
B.
paon projects of similar nature or dollar cost.
Contractor shall hold current Basic Level Certificate from the Interlocking Concrete Pavement Institute contractor
No.
No.
50 0.300 mm 20 to 40 0.300 mm 15 to 50
100 mm 10 to 25 0.150 mm 2 to 15
C.
certification program.
Contractor shall conform to all local, state/provincial licensing and bonding requirements.
No.
mm3 0 to 10150
200 R075
1.02
A.
Submittals
Shop or product drawings, and product data.
Table 2
Grading Requirements for Bedding Sand
ASTM C 33 CSA A23.1—M94
B.
Full size samples of concrete pavingunits to indicate color and shape selections. Color will be selected b y
prers
Landscape Architect from Manufacturer's available colors.
Sieve Size Percent Passing Sieve Size Percent Passing
C.
D.
Sieve analysis for grading of bedding and joint sand.
Test from independent testing laboratory for to [ASTM C 936]
3/8 in.(9.5 mm) 100 10 mm 100
results an compliance of paving unit requirements
No.
44.75 mm 95 to 100 5 mm 95 to 100
[[CSA or other applicable requirements.
No.
8 (2.36 mm3 85 to 100 2.5 mm 80 to 100
E.
Manuf]acturer's certification of concrete pavers by ICPI as having passed applicable ASTM or CSA standards.
No .
16 1.18 mm 50 to 85 1.25 mm 50 to 90
F.
Indicate layout, pattern, and relationship of paving joints to fixtures and project formed details.
No.
30 0.600 mm 25 to 60 0.630 mm 25 to 65
1.03
Mock—Ups
No.
No.
50
100 (0.�50mmm) 20too100 0.315 mm 0.160 mm 20too105
A.
Install a 6 ft x 6 ft Paver area as described in Article 3.02.
B.
This area will be used to determine surcharge of the bedding sand layer, joint sizes, lines, laying pattern(s),
Note:
Bedding sand may be used for joint sand. However, extra effort in sweepin,9 and compacting the pavers may
C.
color(s), and texture of the job.
This area shall be the standard from which the work will be judged and shall it be incorporated into the work.
be required in order to completely fill the joints. If point sand other than bedding sand is used, the gradations shown
in Table 2 are recommended. Joint sand should never be used for bedding sand.
1.04
A.
Delivery, Storage, And Handling
Deliver concrete pavers to the site in steel banded, plastic banded, or plastic wrapped cubes capable of transfer
D.
The joint sand shall conform to the grading requirements as shown in Table 2 below:
Note: Use ASTM or CSA standards as applicable.
by fork lift or clamp lift. Unload pavers at job site in such a manner that no damage occurs to the product.
B.
Cover sand with waterproof covering to prevent exposure to rainfall or removal by wind. Secure the covering in
2.03
Edge Restraints
place.
C.
Coordinate delivery and paving schedule to minimize interference with normal use of travel way adjacent to median.
Note: See ICPI Tech Spec 3, "Edge Restraints for Interlocking Concrete Pavements," for guidance selecting on edge
1.05
Environmental Conditions
restraints for various applications.
A.
Do not install sand or Pavers during heavy rain or snowfall.
A.
Edge restraints shall be metal or concrete and installed per manufacturer's recommendations
B.
Do not install sand and pavers over frozen base materials.
C.
Do not install frozen sand.
PART 3: EXECUTION
PART 2: PRODUCTS
3.01
Examination
2.01
Concrete Pavers
A.
Verify that subgrade preparation, compacted density and elevations conform to the specifications.
to drawings.
B.
Verify that geotextiles, if applicable, have been placed according specifications and
Siena Building Products, 10714 Poplar Ave, Fontana, CA 92335
C.
Install edge restraints per manufacturer's recommendations.
909-355-6422, fax 909-355-6444
D.
Beginning of bedding sand and paver installation means acceptance of base and edge restraints.
A.
Product name, color(s), overall dimensions, and thickness:
3.02
Installation
CAMBRIDGE
A.
Spread the bedding sand evenly over the base course and screed to a nominal 1 in. thickness, not exceeding 1 1 /2
1. 6" x 9" x 2 3/8"
in. thickness. The screeded sand should not be disturbed. Place sufficient sand to stay ahead of the laid pavers. Do
2. 6" x 6" x 2 3/8"
not use the bedding sand to fill depressions in the base surface.
B.
Ensure that pavers are free of foreign material before installation.
COLOR: 25% LA JOLLA BLEND, 25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
C.
Lay the pavers in the pattern(s) as shown on the drawings. Maintain straight pattern lines.
D.
Points between the pavers on average shall be between 1 /16 in. and 3 /16 in. wide.
2.02
Bedding and Joint Sand
Note: Some paver shapes require a larger joint. Consult manufacturer for recommended joint widths.
E.
Fill gaps at the edges of the paved area with cut pavers or edge units.
B.
Sieve according to [ASTM C 136] [CSA—A23.2A].
Note: Units cut no smaller than one—third of a whole paver are recommended along edges subject to vehicular
traffic.
C.
Conform to the grading requirements of as shown in Table 1.
F.
Cut pavers to be placed along the edge with a [double blade paver splitter or masonry saw.
G.
Use a low amplitude plate compactor capable of at least 5,000 Ibf (22 kN) compaction at a frequency of 75 hz 100
Note: Use ASTM or CSA standards as applicable.
hz.
H.
Compact the pavers, sweeping dry joint sand into the joints and vibrating until they are full. This will require at least
Table 1
two or three passes with the compactor. Do not compact within 2 ft of the unrestrained edges of the paving units.
Gradin gg Requirements for Joint Sand
I.
All work to within 2 ft of the laying face must be left fully compacted with sand—filled joints at the end of each day.
if
ASTM C 144 CSA A82.56M
Cover the laying face with plastic sheets overnight not closed with cut and compacted pavers.
Natural Sand Manufactured Sand
J.
Sweep off excess sand when the job is complete.
K.
The final surface elevations shall not deviate more than 3 /8 in. under a 10 ft long straightedge.
L
The surface elevation of avers shall be 1 /8 to 1 /4 in above adjacent drainage inlets concrete collars or channels
CONTRACTOR TO VERIFY PAVER STONE SIZES AND
LAYOUT PER CITY APPROVAL PRIOR TO INSTALLATION.
CONTACT JOHN SHANBOUR AT SIERRA BUILDING PRODUCTS
(909) 355-6422 FOR FURTHER INFORMATION
� NOTE: PALLET QUANTITIES ARE FOR ORDERING
PURPOSES ONLY— CONTRACTOR SHALL VERIFY
ALL SQUARE FOOTAGE AND PALLET QUANTITIES
PRIOR TO BIDDING OR ORDERING ANY PAVERS.
11 596"
11 16n /
6' L
23'6"±
9.f
3.03 Field Quality Control
A. After removal of excess sand, check final elevations for conformance to the drawings.
CONCRETE PAVER LEGEND
SYMBOL
APPROX. QUAN. SIZE (
DESCRIPTION
NOTES
5,705 SF 6" X 9" BELGARD CAMBRIDGE PAVERS COLOR:
25% LA JOLLA BLEND (13 PALLETS)*,
INSTALL PER
(BELGARD "I
DETAIL THIS SHEET
PATTERN" LAYOUT)
MM
25% SAHARA BLEND (133 PALLETS*,
25% BELLA BLEND �13PALLETS
25% TOSCANA BLEN(13 PALLETS)*
1,902 SF 6" X 6" BELGARD CAMBRIDGE PAVERS COLOR:
25% LA JOLLA BLEND (4 PALLETS)*,
EACH PALLET
1 PALLET =
INSTALL PER
(BELGARD "I
CONTAIN 1 COLOR
112 SQ FT
DETAIL THIS SHEET
PATTERN" LAYOUT)
25%
25%
SAHARA BLEND (4 PALLETS*,
BELLA BLEND (4 PALLETS ,
EACH PALLET
1 PALLET =
CONTAIN 1 COLOR
120 SQ FT
25%
TOSCANA BLEND (4 PALL S)*
41 f
s
o
1
15
32' S:f —
f 11
1016"f 10 6 i 10'6"± 111 ny
W
2
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5 5
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