HomeMy WebLinkAbout4789-5ROADWAY
EXISTING MEDIAN ISLAND CONCRETE CURBING
PAVER STONES-BELGARD-CAMBRIDGE (6"X9" & 6"X6")
COLOR: 25% LA JOLLA BLEND, 25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
r
1- DEEP SAND BED (ANGULAR) 95% COMPACTED
I r 95% COMPACTED NATIVE SOIL
FINISH GRADE -SLOPE 2% TO CENTER OF MEDIAN
EDGE PAVERS ADJACENT TO PLANTER BEDS TO BE SET ON
MIN. 4" DEEP X 6" WIDE WET CONCRETE BED- MORTARED
IN PLACE. LEVEL TOP OF EDGE PAVERS ACCORDING TO FINISH
ELEVATION AS INDICATED. USE SPEX MIX TYPE "S" CONCRETE.
WET PAVER BEFORE PLACING ON WET CONCRETE.
24" DEEP ROOT DEFLECTOR PER PLANTING PLAN
wio vvmrwiw IlrlIIV" ..aviL-
A PAVER INSTALLATION AT EDGES
NOT TO SCALE
EXISTING MEDIAN ISLAND CONCRETE CURBING
PAVER STONES -CAMBRIDGE (6"X9" & 6"X6")
COLOR: 25% LA JOLLA BLEND, 25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
1" DEEP SAND BED (ANGULAR) 95% COMPACTED -CONFORMING TO SECTION 2.02 TABLE 2 THIS SHEET
95% COMPACTED NATIVE SOIL JOINT SAND -CONFORMING TO SECTION 2.02 TABLE 1
THIS SHEET -VIBRATE IN PLACE PER SECTION 3.02
WIDTH VARIES
ROADWAY
4° III -III -III -III -III III -III -III -III -I 11 -III -III -III -III -III -W -I 11-11 I -I L
° :.. -III-1 I I-1 I I-1 I I-1 I I-1 I-1 11=1 I1=1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I t-1 11=1 11=1 I I-1 11=1 - ...•
i\//i\0\,.:x\\//i\//%//%//i\//i\//i\//i\//i\//i\//i\//ii\/i�-
90% COMPACTED NATIVE SOIL
C PAVER INSTALLATION AT MEDIAN NOSES
NOT TO SCALE
CONCRETE PAVER LEGEND
SYMBOL
I APPROX. QUAN. I SIZE I
DESCRIPTION
NOTES
PART
1: GENERAL SPECIFICATIONS
Sieve Size Percent Passing Sieve Size Percent Passing
10,553 SF 6" X 9" BELGARD CAMBRIDGE PAVERS COLOR:
25% LA JOLLA BLEND (24 PALLETS)*,
INSTALL PER
(BELGARD "1
DETAIL THIS
PATTERN" LAYOUT
SHEET
Quality Assurance
25X
PALLETS*,
BLEND((
A.
Installation shall be by a contractor and crew with at least one year of experience in placing interlocking concrete
No.
SAHARA (24
EACH PALLET
CONTAIN 1
COLOR
No.
25X
TOSCABLEND
(23
1 PALLET
112 SQ FT
No.
100(0.150 mm) 10 to 25 0.150 mm 2 to 15
LND2 PALLETS;)*
3,518 SF 6" X 6" BELGARD CAMBRIDGE PAVERS COLOR:
INSTALL PER
DETAIL THIS
SHEET
200 (0.075 mm) 0 to 10
25X
LA JOLLA BLEND (8 PALLETS*,
(BELGARD 01
PATTERN" LAYOUT)
Table 2
25X
SAHARA BLEND 8 PALLETS*,
EACH PALLET
CONTAIN 1
COLOR
B.
25X
BELLA BLEND PALLETS
1 PALLET =
120 SQ FT
C.
Landscape Architect from Manufacturers available colors.
Sieve analysis for grading of bedding and joint sand.
25X
TOSCANA BLEN (7 PALL )*
D.
Test results from an independent testing laboratory for compliance of paving unit requirements to [ASTM C 936]
3/8 i95
n.(.mm) 100 10 mm 100
No. 4 (4.75
WIDTH
VARIES
C
113111014= Ur DCP-�
THE NORTH UNE OF THE SOUTHEAST QUARTER OF SECTION 36,
TIN, R61N, S.B.M. AS SHOWN ON TRACT 16568,
MB 300/59-62, BEING N 89'59'12"E
."OA �
'd 11
tm RA
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
PAVER STONES FIELD TO CURB EDGE -CAMBRIDGE
(6"X9" & 6"X6") COLOR: 257o LA JOLLA BLEND,
25% SAHARA BLEND, 25% BELLA BLEND, 257. TOSCANA BLEND.
EXISTING MEDIAN ISLAND CONCRETE CURBING
PAVER STONES -BELGARD-CAMBRIDGE
(6"X9" & 6"X6") COLOR: 25% LA JOLLA BLEND,
25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
I1 " DEEP SAND BED (ANGULAR) 95% COMPACTED
r- 95% COMPACTED NATIVE SOIL
ROADWAY AJ ' - -A
4.'
Id
- 90% COMPACTED NATIVE SOIL
B PAVER INSTALLATION AT FIELDS
NOT TO SCALE
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.
REVISION DESCRIPTION DATE ENGR. CITY DATE OI�iNVAL BENCHMARK
�'� � ���CITY OF FONTANA BM -361
W1T
NOT M PREPARED FOR: R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
PPF
TWO YEARS OF THE DATE OF AIOVAL �Y OF FWANA OF BASELINE AVENUE AND SULTANA AVENUE.
ILIO 0 WEW APD C W FOM N A 8353 SIERRA AVENUE ELEVATION. 1365.01, SINCE DESTROYED
DLKaOU MAMBA 7W CITY BIK;rNIEER MAY FONTANA, CA 92335
FWM FBOM Tn 7W PLAPN TO (909) 350-7610 sE BENCHMARK
909 FAX Nin
i 11$1 WRH SW CORNER, SEC. 31, TIN., R.5W., S.BM.-2" I.P.
( ) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
COPDMOPB AND STANDARDS N EFFECT � AND CITRUS AVENUE.
P I CAL PAVER INSTALLATION
NOT TO SCALE
Prepared By.
. L.ANDBOAPE , Inc.
LANDSCAPE ARCERECTU1112
;4 Da; WA71ON CONSULTANTS
15 South 5th Street
Redlands, California 92373
(909) A Li�N 7A V Lic NNo7466
ndarc .cam
L. The surface elevation of pavers shall be 1 /8 to 1 /4 in. above adjacent drainage inlets, concrete collars or channels.
3.03 Feld Quality Control
A. After removal of excess sand, check final elevations for conformance to the drawings.
PAVER STONES -BELGARD-CAMBRIDGE
(6"X9" & 6"X6") COLOR: 25% LA JOLLA BLEND,
25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
-STAGGER JOINTS. EDGE PAVERS TO BE SET ON 4" DEEP X 6" WIDE
CONCRETE BED- MORTARED IN PLACE.
ROOT DEFLECTOR AT ALL
r PLANTER AREA EDGES
NTER AREA PER PLAN
L No.43976 m PAVER STONES -BELGARD-CAMBRIDGE
Exp. 6-30-09 (6"X9" & 6"X6") COLOR: 25% LA JOLLA BLEND,
25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
S'J9 CMI.
' -- CITY OF FONTANA, CALIFORNIA
A L L A R D ENGINEERING CAPITAL IMPROVEMENT PROD
Ci it Engineering -Land Surveying -Land Planning
v� ECT
8253 Sierra Avenue
Fontana, California 92335
( 9) 356-1815 Fax (909 56-1795
0
David S. Hammer, R.C.E. 43976 at
(expires 6/30/2001)
WIDTH
VARIES
DRAWN BY: SCALE:
CAD NONE
DESIGNED BY: CONSTRUCTION DETAILS DATE.
S.T.B. 4/16/2007
CHECKED BY: OPRO DRAWING NO.: 5
0
G
INTERLOCKING CONCRETE PAVEMENT
INSTALLATION
SPECIFICATIONS
PART
1: GENERAL SPECIFICATIONS
Sieve Size Percent Passing Sieve Size Percent Passing
No.
4 4.75 mm 100 5 mm 100
1.01
Quality Assurance
No.
No.
8 2.36 mm 95 to 100 2.5 mm 95 to 100
16 1.18 70 to 100 1.25
A.
Installation shall be by a contractor and crew with at least one year of experience in placing interlocking concrete
No.
mm) mm 90 to 100
30 0.600 mm 40 to 100 0.600 35 to 80
B.
pavers on projects of similar nature or dollar cost.
Contractor shall hold current Basic Level Certificate from the Interlocking Concrete Pavement Institute contractor
No.
mm
50 0.300 mm� 20 to 40 0.300 mm 15 to 50
certification program.
No.
100(0.150 mm) 10 to 25 0.150 mm 2 to 15
C.
Contractor shall conform to all local, state/provincial licensing and bonding requirements.
No.
200 (0.075 mm) 0 to 10
1.02
Submittals
Table 2
A.
Shop or product drawings, and product data.
Grading Requirements for Bedding Sand
B.
Full size samples of concrete paving units to indicate color and shape selections. Color will be selected by
ASTM C 33 CSA A23.1 -M94
C.
Landscape Architect from Manufacturers available colors.
Sieve analysis for grading of bedding and joint sand.
Sieve Size Percent Passing Sieve Size Percent Passing
9 9
D.
Test results from an independent testing laboratory for compliance of paving unit requirements to [ASTM C 936]
3/8 i95
n.(.mm) 100 10 mm 100
No. 4 (4.75
[CSA or other applicable requirements.
mm) 95 to 100 5 mm 95 to 100
E.
Manuf'acturer's certification of concrete pavers by ICPI as having passed applicable ASTM or CSA standards.
No.
No.
8 (2.36 mm) 85 to 100 2.5 mm 80 to 100
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.
50 0.300 mm) 10 to 30 0.315 mm 10 to 35
A.
Install a 6 ft x 6 ft paver area as described in Article 3.02.
No.
100 (0.150 mm) 2 to 10 0.160 mm 2 to 10
B.
This area will be used to determine surcharge of the bedding sand layer, joint sizes, lines, laying pattern(s),
color(s), and texture of the job.
Note:
Bedding sand may be used for Joint sand. However, extra effort in sweeping
9 Y 1 ep ng and compacting the pavers may
C.
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 theJoints. If joint sand other than bedding sand is used, the gradations shown
Jould
in
Table 2 are recommended. Joint sand 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:
by fork lift or clamp lift. Unload pavers at job site in such a manner that no damage occurs to the product.
Note: Use ASTM or CSA standards as applicable.
B
Coversand with waterproof covering to prevent exposure to rainfall or removal by wind. Secure the covering in
2.03
Edge Restraints
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.
B.
Do not install sand or pavers during heavy rain or snowfall.
Do not install sand and pavers over frozen base materials.
A.
Ede restraints shall be metal or concrete and installed per manufacturer's recommendations
g
C.
Do not install frozen sand.
PART
3: EXECUTION
PART
2: PRODUCTS
3.01
Examination
2.01
Concrete Pavers
A.
B.
Verify that subgrade preparation, compacted density and elevations conform to the specifications.
Verify
Sierra Building Products, 10714 Poplar Ave, Fontana, CA 92335
C.
that geotextiles, if applicable, have been placed according to specifications and drawings.
Install edge restraints per manufacturers recommendations.
A.
909-355-6422, fax 909-355-6444
Product name, color(s), overall dimensions, and thickness:
D.
Beginning of bedding sand and paver installation means acceptance of base and edge restraints.
CAMBRIDGE
3.02
Installation
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.
2.02
Bedding and Joint Sand
D.
Points between the pavers on average shall be between 1 /16 in. and 3 /16 in. wide.
Note: Some paver shapes require a larger joint. Consult manufacturer for recommended joint widths.
B.
Sieve according to [ASTM C 136] [CSA-A23.2A].
E.
Fill gaps at the edges of the paved area with cut pavers or edge units.
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.
G.
Cut pavers to be placed along the edge with a [double blade paver splitter or masonry saw.
Use low
Note: Use ASTM or CSA standards as applicable.
a amplitude plate compactor capable of at least 5,000 Ibf (22 kN) compaction at a frequency of 75 hz
hz.
100
Table 1
H.
Compact the pavers, sweeping dry joint sand into the joints and vibrating until they are full. This will require at least
Gradingg Requirements for Joint Sand
I.
two or three passes with the compactor. Do not compact within 2 ft of the unrestrained edges of the paving units.
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.
ASTM C 144 CSA A82.56M
Natural Sand Manufactured Sand
J.
Cover the laying face with plastic sheets overnight if not closed with cut and compacted pavers.
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.
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.
REVISION DESCRIPTION DATE ENGR. CITY DATE OI�iNVAL BENCHMARK
�'� � ���CITY OF FONTANA BM -361
W1T
NOT M PREPARED FOR: R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
PPF
TWO YEARS OF THE DATE OF AIOVAL �Y OF FWANA OF BASELINE AVENUE AND SULTANA AVENUE.
ILIO 0 WEW APD C W FOM N A 8353 SIERRA AVENUE ELEVATION. 1365.01, SINCE DESTROYED
DLKaOU MAMBA 7W CITY BIK;rNIEER MAY FONTANA, CA 92335
FWM FBOM Tn 7W PLAPN TO (909) 350-7610 sE BENCHMARK
909 FAX Nin
i 11$1 WRH SW CORNER, SEC. 31, TIN., R.5W., S.BM.-2" I.P.
( ) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
COPDMOPB AND STANDARDS N EFFECT � AND CITRUS AVENUE.
P I CAL PAVER INSTALLATION
NOT TO SCALE
Prepared By.
. L.ANDBOAPE , Inc.
LANDSCAPE ARCERECTU1112
;4 Da; WA71ON CONSULTANTS
15 South 5th Street
Redlands, California 92373
(909) A Li�N 7A V Lic NNo7466
ndarc .cam
L. The surface elevation of pavers shall be 1 /8 to 1 /4 in. above adjacent drainage inlets, concrete collars or channels.
3.03 Feld Quality Control
A. After removal of excess sand, check final elevations for conformance to the drawings.
PAVER STONES -BELGARD-CAMBRIDGE
(6"X9" & 6"X6") COLOR: 25% LA JOLLA BLEND,
25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
-STAGGER JOINTS. EDGE PAVERS TO BE SET ON 4" DEEP X 6" WIDE
CONCRETE BED- MORTARED IN PLACE.
ROOT DEFLECTOR AT ALL
r PLANTER AREA EDGES
NTER AREA PER PLAN
L No.43976 m PAVER STONES -BELGARD-CAMBRIDGE
Exp. 6-30-09 (6"X9" & 6"X6") COLOR: 25% LA JOLLA BLEND,
25% SAHARA BLEND, 25% BELLA BLEND, 25% TOSCANA BLEND.
S'J9 CMI.
' -- CITY OF FONTANA, CALIFORNIA
A L L A R D ENGINEERING CAPITAL IMPROVEMENT PROD
Ci it Engineering -Land Surveying -Land Planning
v� ECT
8253 Sierra Avenue
Fontana, California 92335
( 9) 356-1815 Fax (909 56-1795
0
David S. Hammer, R.C.E. 43976 at
(expires 6/30/2001)
WIDTH
VARIES
DRAWN BY: SCALE:
CAD NONE
DESIGNED BY: CONSTRUCTION DETAILS DATE.
S.T.B. 4/16/2007
CHECKED BY: OPRO DRAWING NO.: 5
0
G