HomeMy WebLinkAboutC601 - SITE DETAILS2 - 1/2"0 X 14" LONG
ANCHOR PINS, TYPICAL
(OR #5 REBAR)
"COMMERCIAL
PARKING BLOCK"
OR APPROVED EQUAL.
2-3/4" HOLES
THRU
PARKING BLOCK DETAIL
NOT TO SCALE
NOTE:
REFERENCE PLAN SEE ARCHITECT'S PLAN
VIEWS FOR WIDTHS AT FOR SIDEWALK JOINT
VARIOUS LOCATIONS DETAILS AND LOCATIONS.
2% SLOPE MAX.
4" CRUSHED AGGREGATE 4" CONCRETE
BASE, INDOT SECTION 301, (CLASS "C" CONCRETE)
DENSE GRADED
AGGREGATE #53 STONE
NOTE:
WALK TO BE DIVIDED INTO EQUALLY SPACED BLOCKS AT
APPROXIMATELY 8' INTERVALS. EXPANSION JOINT FILLER 1/2"
THICK SHALL BE INSTALLED BETWEEN WALK AND ANY FIXED
STRUCTURE EXTENDING FOR THE FULL DEPTH OF THE SIDEWALK.
THE EXPANSION JOINT FILLER SHALL BE 1" THICK WHERE WALK
IS INSTALLED AGAINST BACK OF CURB.
TYPICAL SIDEWALK SECTION
NOT TO SCALE
ALLAN BLOCK
CAPSTONE
TYP a
Z
0
ALLAN BLOCK
w
WALL BATTER
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FROM VERTICAL
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MODULAR BLOCK
UNITS
x
1 FINISHED GRADE
EMBEDMENT
I
UNIT PAVERS SPECIFICATION
PART 1 - GENERAL
1.1 SUMMARY
A. SECTION INCLUDES:
1. BRICK PAVERS SET IN AGGREGATE SETTING BED.
1.2 ACTION SUBMITTALS
A. PRODUCT DATA: FOR MATERIALS OTHER THAN WATER AND
AGGREGATES.
1.3 PROJECT CONDITIONS
A. COLD -WEATHER PROTECTION: DO NOT USE FROZEN MATERIALS OR
BUILD ON FROZEN SUBGRADE OR SETTING BEDS.
B. WEATHER LIMITATIONS FOR BITUMINOUS SETTING BED: INSTALL
BITUMINOUS SETTING BED ONLY WHEN AMBIENT TEMPERATURE IS
ABOVE 40 DEG F (4 DEG C) AND WHEN BASE IS DRY.
C. WEATHER LIMITATIONS FOR MORTAR AND GROUT:
1. COLD -WEATHER REQUIREMENTS: COMPLY WITH COLD -WEATHER
CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE
6/TMS 602.
2. HOT -WEATHER REQUIREMENTS: COMPLY WITH HOT -WEATHER
CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE
6/TMS 602. DO NOT APPLY MORTAR TO SUBSTRATES WITH
TEMPERATURES OF 100 DEG F (38 DEG C) AND HIGHER.
PART 2 - PRODUCTS
2.1 CONCRETE PAVERS
A. CONCRETE PAVERS: SOLID INTERLOCKING PAVING UNITS COMPLTIN
WITH ASTM C 936, AND RESISTANT TO FREEZING AND THAWING
WHEN TESTED ACCORDING TO ASTM C 67, MADE FROM NORMAL
WEIGHT AGGREGATES.
1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS
READING ROCK, CONCOURSE SERIES PAVERS IN HAMPTON BEEN
LAID IN WINDMILL ASHLAR PATTERN.
2.6 ACCESSORIES
A. CORK JOINT FILLER: PREFORMED STRIPS COMPLYING WITH
ASTM D 1752, TYPE II.
B. COMPRESSIBLE FOAM FILLER: PREFORMED STRIPS COMPLYING WITH
ASTM D 1056, GRADE 2A1.
2.7 AGGREGATE SETTING -BED MATERIALS
A. GRADED AGGREGATE FOR BASE: SOUND, CRUSHED STONE OR
GRAVEL COMPLYING WITH ASTM D 448 FOR SIZE NO. 8.
B. SAND FOR LEVELING COURSE: SOUND, SHARP, WASHED, NATURAL
SAND OR CRUSHED STONE COMPLYING WITH GRADATION
REQUIREMENTS IN ASTM C 33 FOR FINE AGGREGATE.
C. SAND FOR JOINTS: FINE, SHARP, WASHED, NATURAL SAND OR
CRUSHED STONE WITH 100 PERCENT PASSING NO. 16 SIEVE AND
NO MORE THAN 10 PERCENT PASSING NO. 200 SIEVE.
D. DRAINAGE GEOTEXTILE: NONWOVEN NEEDLE -PUNCHED GEOTEXTILE
ER RELEASED FOR CONSTRUCTION ORSPOL ESTERS; UBSURFACE WTIHAELONGATIONGE TIONS
Subject to compliance with all regulations IT; COMPLYING WITH AASHTO M 288 AN
) PER TEST METHODS REFERENCED:
of State and Local Codes E: NO. 40 SIEVE, MAXIMUM;
City of Camel
;IEMICA MINIMUM; ASTM D 4491.
w�dOaA�SL_ 1EMICAL FOR WEED CONTROL, REGISTERI
DATE: 07/22/19
INFILL S0ILD
in (300 mm)
GEOGRID LENGTH
EXTENDED LENGTH
r MAY BE REQUIRED
IDUE TO SITE OR
SEISMIC CONDITIONS
FILTER FABRIC TO
BE PLACED BETWEEN
TOPSOIL AND WALL
ROCK
-GEOGRID REINFORCEMENT
TYPE AND LENGTH VARIES
PER WALL DESIGN
CRETAINED SOIL/
\�4 in (100 mm) HEEL DRAIN
6 in (100 mm) PIPE VENTED TO DAYLIGHT
4 in (100 mm) TOE DRAIN WELL -GRADED GRANULAR WALL ROCK 0.25 in TO
PIPE VENTED TO DAYLIGHT 1.5 in (5 mm TO 38 mm) LESS THAN 10% FINES
NOTES:
1. FINAL WALL & REINFORCEMENT DESIGN BY CONTRACTOR. PROVIDE SIGNED SEALED DRAWINGS OF
FINAL DESIGN BY STATE OF INDIANA REGISTERED STRUCTURAL ENGINEER AS SHOP DRAWING SUBMITTAL.
2. WALL SEGMENTAL BLOCK TO BE ALAN BLOCK AS COLLECTION NATURAL COLOR BLEND SUPPLIED BY
READING ROCK, CINCINNATI, OHIO (513)874-2345 OR APPROVED EQUAL.
3. PROVIDE IMPERMEABLE CLAY LINER BETWEEN WALL REINFORCED FILL AND UNDERGROUND DETENTION
GRANUALR FILL AS SHOWN ON C400.
GEOGRID REINFORCED MODULAR BLOCK
RETAINING WALL CONCEPTUAL DETAIL
NOT TO SCALE
WITH THE EPA. PROVIDE IN GRANULAR, LIQUID, OR WETTABLE
10'-0" MAX
DOME CAP
O BRACE END CUP
�STL. BRACE BAND
DOME CAP
TOP RAIL
SLEEVE
WIRE
TENSION BAR �� BRACE �(r'
LINE POST .®
BAND END CUP
- CORNER POST
BRACE ROD
TIGHTENER
TYPICAL FENCE ASSEMBLY
NOT TO SCALE
POWDER FORM.
PART 3 - EXECUTION CONCRETE SIDEWALK
CONCRETE CURB
JOINTING SAND CONCRETE PAVERS
(3" , BOmm)
OR EDGE BAND
3.1 INSTALLATION, GENERAL
A. MIX PAVERS FROM SEVERAL PALLETS OR CUBES, AS THEY ARE
�❑ BEDDING SAND (1", 25mm)
PLACED, TO PRODUCE UNIFORM BLEND OF COLORS AND TEXTURES.
..�
B. CUT UNIT PAVERS WITH MOTOR -DRIVEN MASONRY SAW EQUIPMENT
---GEOTEXTILE
TO PROVIDE PATTERN INDICATED AND TO FIT ADJOINING WORK
NEATLY. USE FULL UNITS WITHOUT CUTTING WHERE POSSIBLE.
�y_ r
1. FOR CONCRETE PAVERS, A BLOCK SPUTTER MAY BE USED.
_
`5
�O�O ICJ AGGREGATE BASE
C. JOINT PATTERN: RUNNING BOND WITH SOLDIER COARSE EDGING
E�-�'l Co ��4y
1� � (12" VEHICULAR USE AREAS)
(MATCH AND CONTINUE EXISTING UNIT PAVER JOINT PATTERN).
�:� (8" PATIO AREAS)
D. TOLERANCES: DO NOT EXCEED 1/16-INCH UNIT -TO -UNIT OFFSET
FROM FLUSH (UPPAGE) NOR 1/8 INCH IN 24 INCHES 1/4 INCH IN
10 FEET FROM LEVEL, OR INDICATED SLOPE, FOR FINISHED
SURFACE OF PAVING.
F. EXPANSION AND CONTROL JOINTS: PROVIDE FOR SEALANT -FILLED
JOINTS AT LOCATIONS AND OF WIDTHS INDICATED. PROVIDE
COMPRESSIBLE FOAM FILLER AS BACKING FOR SEALANT -FILLED
JOINTS[ UNLESS OTHERWISE INDICATED; WHERE UNFILLED JOINTS CONCRETE PAVER SECTION
ARE INDICATED, PROVIDE TEMPORARY FILLER UNTIL PAVER NOT TO SCALE
INSTALLATION IS COMPLETE. INSTALL JOINT FILLER BEFORE SETTING
PAVERS. SEALANT MATERIALS AND INSTALLATION ARE SPECIFIED IN
SECTION 079200 "JOINT SEALANTS."
G. EXPANSION AND CONTROL JOINTS: PROVIDE CORK JOINT FILLER AT
LOCATIONS AND OF WIDTHS INDICATED. INSTALL JOINT FILLER
BEFORE SETTING PAVERS. MAKE TOP OF JOINT FILLER FLUSH WITH
TOP OF PAVERS.
G H. PROVIDE EDGE RESTRAINTS AS INDICATED. INSTALL EDGE RESTRAINTS
BEFORE PLACING UNIT PAVERS.
3.2 AGGREGATE SETTING -BED APPLICATIONS
A. COMPACT SOIL SUBGRADE UNIFORMLY TO AT LEAST 98 PERCENT OF
p ASTM D698 LABORATORY DENSITY.
B. PLACE AGGREGATE BASE, COMPACT BY TAMPING WITH PLATE
VIBRATOR, AND SCREED TO DEPTH INDICATED.
C. PLACE DRAINAGE GEOTEXTILE OVER COMPACTED BASE COURSE,
OVERLAPPING ENDS AND EDGES AT LEAST 12 INCHES.
D. PLACE LEVELING COURSE AND SCREED TO A THICKNESS OF 1 TO
1-1/2 INCHES, TAKING CARE THAT MOISTURE CONTENT REMAINS "
CONSTANT AND DENSITY IS LOOSE AND UNIFORM UNTIL PAVERS ARE
SET AND COMPACTED.
E. TREAT LEVELING COURSE WITH HERBICIDE TO INHIBIT GROWTH OF
GRASS AND WEEDS.
F. SET PAVERS WITH A MINIMUM JOINT WIDTH OF 1/16 INCH AND A
MAXIMUM OF 1/8 INCH, BEING CAREFUL NOT TO DISTURB LEVELING
BASE. IF PAVERS HAVE SPACER BARS, PLACE PAVERS HAND TIGHT
AGAINST SPACER BARS. USE STRING LINES TO KEEP STRAIGHT
LINES. FILL GAPS BETWEEN UNITS THAT EXCEED 3/8 INCH WITH
PIECES CUT TO FIT FROM FULL-SIZE UNIT PAVERS.
G. VIBRATE PAVERS OVER AGGREGATE BASE SETTING BED INTO
LEVELING COURSE WITH A LOW -AMPLITUDE PLATE VIBRATOR
CAPABLE OF A 3500- TO 5000-LBF COMPACTION FORCE AT 80 TO
90 HZ.
D H. SPREAD DRY SAND AND FILL JOINTS IMMEDIATELY AFTER VIBRATING
PAVERS INTO LEVELING COURSE. VIBRATE PAVERS AND ADD SAND
UNTIL JOINTS ARE COMPLETELY FILLED, THEN REMOVE EXCESS
SAND. LEAVE A SLIGHT SURPLUS OF SAND ON THE SURFACE FOR
JOINT FILLING.
COMPACTED SUBGRADE
V� R7-8
PARKING
ONLY
VAN R7-8P
ACCESSIBLE (WHERE REQUIRED)
SPECIAL
12" X 6"
7'-0"
STEEL BRACE BAND ITEM 802 -
2" GROUND -
MOUNTED SUPPORT,
STEEL TENSION NO. 2 POST,
BAR BAND TYPE
FINISHED +
GROUND`
12" MINIMUM 2"
OVERLAP REVEAL
STEEL TENSION
BAR BAND 33"
TENSION BAR
ITEM 802 -
-STEEL BRACE BAND /4" SIGN
POSTANCHOR
GATE POST
NOTE:
SIGNS PLACED IN PAVEMENT TO BE BOLLARD MOUNTED. ALL
OTHER SIGNS TO BE STANDARD.
STANDARD HANDICAP PARKING SIGN_
NOT TO SCALE
CURB RAMP NOTES:
1. TEXTURE OF CONCRETE RAMP SURFACE SHALL BE
OBTAINED BY COURSE BROOMING PERPENDICULAR TO TH
RAMP SLOPE AND SHALL BE ROUGHER THAN ADJACENT
WALK.
2. DETECTABLE WARNINGS ARE TO BE INSTALLED THE FULL
WIDTH OF THE RAMP OR FLUSH SURFACE AND EXTEND
24" IN THE DIRECTION OF TRAVEL. THE DETECTABLE
WARNINGS SHALL BE LOCATED AS INDICATED IN DETAIL
AND/OR PLAN.
3. DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED
DOMES WITH A DIAMETER OF NOMINAL 0.9 INCH AND A
HEIGHT OF NOMINAL 0.2 INCH.
4. DETECTABLE WARNINGS SHALL BE CAST IN PLACE
SURFACE TILES. THEY SHALL HAVE A MATTE FINISH
EXTERIOR GRADE HOMOGENEOUS COLOR GLASS AND
CARBON REINFORCED POLYESTER BASED SHEET MOLDING
COMPOUND. THE TRUNCATED DOMES MUST CONTAIN
FIBERGLASS REINFORCEMENT WITH IN THE TRUNCATED
DOME FOR STRUCTURAL INTEGRITY AND IMPACT
RESISTANCE.
5. THE TILE SHALL FEATURE INTERNAL EMBEDMENT RIBS Al
3" ON CENTER MAXIMUM AND SHALL HAVE A NOMINAL
THICKNESS OF 0.20 INCHES. THE FIELD AREA SHALL
CONSIST OF A NON -SLIP TEXTURED SURFACE WITH A
MINIMUM STATIC COEFFICIENT OF FRICTION OF 0.80, WET
AND DRY.
6. PAY ITEM INCLUDES ALL CONCRETE, CURB CUT AND
DETECTABLE WARNINGS AS SHOWN IN DETAIL. RAMP SURFACE
)¢" ITEM 705.03-E
Al
SLOPE
�t PAVEMENT 6'-0 MIN WALK
SURFACE RAMP LENGTH
B•
SECTION A -A
6'-0" 5' NORMAL 6'-0"
a'.. .. .. .. W ED
of
° o ° 0WALK
O ? U
'o ° DEPRESSED CURB
,A 4 ° and r- SECTION B-B
TRUNCATED DOMES 12:1 MAX. RAMP WIDTH 12:1 MAX.
(DETECTABLE WALK
WARNINGS)
SECTION C-C
CURB RAMP DETAIL "A" CURB RAMP DETAIL "B"
NOT TO SCALE NOT TO SCALE
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C601