HomeMy WebLinkAboutConstruction Details pg32' RO
BACK OF CURB
5' -0' MIN.
TOP SOIL
A-1
St
B
C L
2' ROLL CURB
MAX. RAMP SLOPE 1 " /FT.- A_J
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
OR AT SIDEWALK LINE
"A"
RAMP PLAN VIEW
PAVEMENT SIDEWALK
VAR. VAR.
WIQTH OF RAMP
4"
SIDEWA K I 4' MIN
SECTION A -A
CONTRACTI N
JOINT (TYP. ) SECTION B —B
SECTION C —C
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
V -0' MIN.
—0" R/W
II TOP SOIL
MIN. 4" —1 ' MIN. 4 "J '
* BACKFlLL I PREPARED SUBGRADE 1
PROPERTY LINE —
TYPICAL SIDEWALK SECTION
NOT —TO —SCALE
L
2
0
0
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
d Z
Z
Cn
6' -0" BETWEEN TRANSVERSE
Z I-
JOINTS
48'-0* BETWEEN EXPANSION JOINTS (MAX.) I
z
CONCRETE SIDEWALK
NOT —TO —SCALE
0' -0"
1 /4 " /FT. MIN.
50' R /W
SLOPE ASPHALT PATH
AS EXISTING GROUND SLOPES
TYPICAL ASPHALT
PEDESTRIAN PATH X- SECTION
3-— #9 HAC SURFACE
4" — #53 COMPACTED STONE
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
TYPICAL STREET CROSS- SECTION
NOT -TO -SCALE
STEP 1
cTro
UMMVCL D/iJF— %,VURJL_
w/ FERTILIZER
GRASSPAVE 1 INSTALLATION
Grasspave2 product can be installed in most applications
at approximately 1000 ft2 (100 m2) per hour, using these
five installation steps.
STEP 1
Prepare porous base
Excavate depth of base course as determined by Engineer,
place and compact sandy gravel base course material.
To ensure the base is porous, run a hose and check that
the water flows into the base and drains away. Add
subsurface drainage as necessary to low spots.
STEP 2
Apply Hydrogrow mix
Apply this fertilizer and soil polymer mix over the base by
hand or use a small fertilizer spreader set at 5 lbs. Per
1000 feet2 (2 kg per 100 m2) for sod, double for a
seeded base. After raking lightly to distribute the mix
vertically, re— compact the base. DO NOT PUT TOPSOIL
BEWEEEN SANDY GRAVEL BASE AND GRASSPAVE2 UNITS!
STEP 3
Lay Grasspave' units
Place Grasspave' units - -with rings up-- directly over the
sandy gravel base. Use posts and rings provided to
interlock units. Units can be shaped easily with a
pruning shears or knife.
LIMITS OF FULL DEPTH GRANULAR BACKFlLL
= SIDEWALK, TOPSOIL, SEED
Z OR SOD, AS REQUIRED TO
GRANULAR PAVEMENT WIDTH VARIABLE GRANULAR MATCH EXISTING
i BAC BAIXFILL
7
SHOULDER SECTION
CURB SECTION
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
WITH GRANULAR MATERIAL. WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFlLL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY.
MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO
GENERAL ORDINANCE No. 24, 1985, SECTION 28 -328
3" TOPSOIL, SEED OR SOD AS REQUIRED
W TO MATCH EXISTING
PAVEMENT SURFACE EXISTING GRADE
COMPACTED EARTH BACKFlLL
USING MECHANICAL COMPACTION
` EQUIPMENT
ill
STANDARD FULL DEPTH GRANULAR
BACKFlLL DETAILS
NOT —TO —SCALE
STEP 4
Seed or sod Grasspave2 units
For seeding - -fill to top of rings with clean sharp sand,
then seed and mulch (hydro —mulch material is best).
For thin sod - -fill rings with clean sharp sand, then lay
thin (13 mm) sod over area.
STEP 5
Irrigate, fertilize, and maintain
After installation, protect the grass from traffic until its
root system is well — established. Then, simply maintain
the grass paving as you would a grass lawn.
GRASSPAVEY PRODUCT SPECIFICATIONS
Unit size: 20" x 20" x 1" (.5m x.5m 2.5cm)
Unit weight: 18 oz. (510 grams)
Manufacturing: Injection molded
Strength: 5720 psi (400 kg /Cm2) filled with sand
Color: Standard = black
Resin: Standard = 100% post— consumer recycled
HDPE /LDPE
Shipped: Single or preassembled four units (1 m')
0���
N0. s:
19358
-o STATE OF
1" H.A.C. SURFACE #11 OR #12
3" H.A.C. BINDER #9
5" COMPACTED STONE BASE #53
4" COMPACTED STONE SUB -BASE #2
COMPACTED SUBGRADE
TYPICAL PAVEMENT COMPOSITION
NOT -TO -SCALE
*err* 100'
TOP OF CURB
PAVEMENT J y BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS
* * * ** WHEN BUILT IN CONJUCT10N WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
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3-— #9 HAC SURFACE
4" — #53 COMPACTED STONE
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
TYPICAL STREET CROSS- SECTION
NOT -TO -SCALE
STEP 1
cTro
UMMVCL D/iJF— %,VURJL_
w/ FERTILIZER
GRASSPAVE 1 INSTALLATION
Grasspave2 product can be installed in most applications
at approximately 1000 ft2 (100 m2) per hour, using these
five installation steps.
STEP 1
Prepare porous base
Excavate depth of base course as determined by Engineer,
place and compact sandy gravel base course material.
To ensure the base is porous, run a hose and check that
the water flows into the base and drains away. Add
subsurface drainage as necessary to low spots.
STEP 2
Apply Hydrogrow mix
Apply this fertilizer and soil polymer mix over the base by
hand or use a small fertilizer spreader set at 5 lbs. Per
1000 feet2 (2 kg per 100 m2) for sod, double for a
seeded base. After raking lightly to distribute the mix
vertically, re— compact the base. DO NOT PUT TOPSOIL
BEWEEEN SANDY GRAVEL BASE AND GRASSPAVE2 UNITS!
STEP 3
Lay Grasspave' units
Place Grasspave' units - -with rings up-- directly over the
sandy gravel base. Use posts and rings provided to
interlock units. Units can be shaped easily with a
pruning shears or knife.
LIMITS OF FULL DEPTH GRANULAR BACKFlLL
= SIDEWALK, TOPSOIL, SEED
Z OR SOD, AS REQUIRED TO
GRANULAR PAVEMENT WIDTH VARIABLE GRANULAR MATCH EXISTING
i BAC BAIXFILL
7
SHOULDER SECTION
CURB SECTION
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
WITH GRANULAR MATERIAL. WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFlLL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY.
MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO
GENERAL ORDINANCE No. 24, 1985, SECTION 28 -328
3" TOPSOIL, SEED OR SOD AS REQUIRED
W TO MATCH EXISTING
PAVEMENT SURFACE EXISTING GRADE
COMPACTED EARTH BACKFlLL
USING MECHANICAL COMPACTION
` EQUIPMENT
ill
STANDARD FULL DEPTH GRANULAR
BACKFlLL DETAILS
NOT —TO —SCALE
STEP 4
Seed or sod Grasspave2 units
For seeding - -fill to top of rings with clean sharp sand,
then seed and mulch (hydro —mulch material is best).
For thin sod - -fill rings with clean sharp sand, then lay
thin (13 mm) sod over area.
STEP 5
Irrigate, fertilize, and maintain
After installation, protect the grass from traffic until its
root system is well — established. Then, simply maintain
the grass paving as you would a grass lawn.
GRASSPAVEY PRODUCT SPECIFICATIONS
Unit size: 20" x 20" x 1" (.5m x.5m 2.5cm)
Unit weight: 18 oz. (510 grams)
Manufacturing: Injection molded
Strength: 5720 psi (400 kg /Cm2) filled with sand
Color: Standard = black
Resin: Standard = 100% post— consumer recycled
HDPE /LDPE
Shipped: Single or preassembled four units (1 m')
0���
N0. s:
19358
-o STATE OF
1" H.A.C. SURFACE #11 OR #12
3" H.A.C. BINDER #9
5" COMPACTED STONE BASE #53
4" COMPACTED STONE SUB -BASE #2
COMPACTED SUBGRADE
TYPICAL PAVEMENT COMPOSITION
NOT -TO -SCALE
*err* 100'
TOP OF CURB
PAVEMENT J y BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS
* * * ** WHEN BUILT IN CONJUCT10N WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
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SHEET NO.
27
OF 28 SHEETS
Joe "0'33697
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