HomeMy WebLinkAbout12030010.7DIAGRAM 1: BICYCLE RACK TYPE
DIAGRAM 2: BICYCLE PARKING LOCATION
AND DESIGN
MOUNTING 36"
SURFACE
SECTION B -B SECTION A -A
• 24" - �-�- -I 30" (MIN.)
DIAGRAM 3: BICYCLE PARKING LOCATION AND DESIGN
72"
�-B -B� t
24" --I
MIN. DISTANCE FROM WALL
OR OTHER OBSTRUCTION
24
BL -1 BICYCLE RACK AND BICYCLE PARKING LOCATION
AND DESIGN DETAIL SCALE: NONE
A
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CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
RAMPS TO BE 6' OF CLASS "A' CONCRETE, ON 6' OF COMPACTED AGGREGATE, NO. 53 STONE (STONE SHALL BE
PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER UNE
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0'
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE
ROADWAY CENTERLINE)
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL
1/2' PREFORMED
JOINT FILLER 24' OF
TlX)lm CONCRETE
�'"A*PCONC. RIBBING CURB & GUTTER
r
PAVEMENT
6' COMP, NO. J 1/2" PREFORMED
53 STONE ANT FILLER
RAMP CQVSTRUCTIQN Qf7AK
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CITY OF CARMEL STANDARDS STANDARD
DRAWING
MODIFIED CURB RAMP TYPE 'G' 10 -43D
MODIFIED CURB RAMP TYPE 'N'
NO SCALE
SEE RAMP
GROOVES DE
S/pEfyq�
1/2' PREFORMED
- JOINT FILLER
6' CLASS
'A' CONC.
SEE DETECTABLE
WARNING DETAIL
l-1/2" PREFORMED JOINT FILLER
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T0Q0 RMW DETECTA6ILE WA&AW DETAIL
OEM QF RAMP "ONES � ox
24' OF CONCRETE
TOOLED CURB & GUTTER
RIBBING ,
r--PAVEMENT
6' COMP. NO.J 1/2' PREFORMED- -
53 STONE JOINT FILLER
RAMP CLWS74UlC7W aErAM±
HOMES
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, NCLUD14G SIDES, WHEN FORMS ARE REMOVED
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
RAMPS TO BE 6' OF CLASS 'A' CONCRETE, ON 6' OF COMPACTED AGGREGATE. NO. 53 STONE (STONE SHALL BE
PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH W TH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' (X'
TOOLED RIBBING SHALL BE PERPENIDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE
ROADWAY CENTERLINE)
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL
CITY OF CARMEL STANDARDS STANDARD
DRAWING
MODIFIED CURB RAMP TYPE 'N' 10 -43G
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CURB PER DETAILS: 10-10 THROUGH 10-13 AND 10-19
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• 4 : CONCI2RiTE .
4.
12' MIN
EXISTING PAVEMENT TO BE SAWCUT
AND CLEAN OF DEBRIS AND LOOSE
ASPHALT BEFORE INSTALLING CURB
INSTALLING CURB ADJACENT TO EXISTING PA VEMENT
NOTES: NO SCALE
INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/Y'
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5 MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINTS EVERY 50' MAXIMUM
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
EXISTING UNDERDRAIN AND FILTER FABRIC AND STONE DRAINAGE ENVELOPE SHALL BE PRESERVED
® USE FLOWFLL AND CONCRETE CAP TO INSTAL. ASPHALT PER STREET CUT DETAIL 10-20
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS.
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C 70aiD RW WIG DETECTABLE WARIVNVG DETAIL SEE RAMP
GROOVES DETAIL
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SEE DETECTABLE
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MEASURED AT PROPERTY LINE
MODIFIED CURB RAMP TYPE 'D'
Q
RADIUS 30' MAX RADIUS
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90'
JOINTS SHALL BE CUT
DETAIL aF RAMP QROOVES Q3"
CURB ---
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7 1/2' 30, MAX
MEASURED AT PROPERTY LINE ADA RAMP (AS APPUCABLE)
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CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
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INCLUDING SIDES, WHEN FORMS ARE REMOVED
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2
BACKFILL
WITH JOINT FILLER.
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1 /OINT
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
mm+
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coNClierE : ' .''
SIDEWALK PER DETAIL 10-14 SIDEWALK PER DETAIL 10-14
DRIVE'
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TOOLED
CLASS CURB & GUTTER
RIBBING
AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB
o
CONC.
rC!••I
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
30' RADIUS "''� •" '- ': �' - CURB PER CITY ORDINANCE
4'A"
PAVEMENT
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH NTH THE EDGE OF
ADJACENT PAVEMENT AND GUTTER LINE
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30 30' MAX 30'
CURB & GU RADIUS DEPRESSED CURB RADIUS CURB & GUTTER
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::70
PER DETAL 10-19
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53 STONE
JOINT FILLER
COMMERCIAL DRI VEWA YS
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NO SCALE
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NOTES:
USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
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DRIVE AND /OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8' AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE
CONCRETE
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ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED.
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PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION.
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CURB PER DETAILS: 10-10 THROUGH 10-13 AND 10-19
• : �CLA'SS •A' .
• 4 : CONCI2RiTE .
4.
12' MIN
EXISTING PAVEMENT TO BE SAWCUT
AND CLEAN OF DEBRIS AND LOOSE
ASPHALT BEFORE INSTALLING CURB
INSTALLING CURB ADJACENT TO EXISTING PA VEMENT
NOTES: NO SCALE
INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/Y'
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5 MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINTS EVERY 50' MAXIMUM
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
EXISTING UNDERDRAIN AND FILTER FABRIC AND STONE DRAINAGE ENVELOPE SHALL BE PRESERVED
® USE FLOWFLL AND CONCRETE CAP TO INSTAL. ASPHALT PER STREET CUT DETAIL 10-20
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS.
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C 70aiD RW WIG DETECTABLE WARIVNVG DETAIL SEE RAMP
GROOVES DETAIL
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SEE DETECTABLE
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MODIFIED CURB RAMP TYPE 'D'
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JOINTS SHALL BE CUT
DETAIL aF RAMP QROOVES Q3"
NO SCALE
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CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
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INCLUDING SIDES, WHEN FORMS ARE REMOVED
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2
BACKFILL
WITH JOINT FILLER.
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1 /OINT
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
mm+
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FILLETED
CONCRETE
RAMPS TO BE 6' OF CLASS 'A' CONCRETE. ON 6' OF COWACTED
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TOOLED
CLASS CURB & GUTTER
RIBBING
AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB
o
CONC.
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
i-
4'A"
PAVEMENT
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH NTH THE EDGE OF
ADJACENT PAVEMENT AND GUTTER LINE
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MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0'
::70
1/2" PREFORMED
53 STONE
JOINT FILLER
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO
CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE)
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RAMP CQVSTRUC7IQN DETAIL
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DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO
PREVENT PUDDLES AT THE PATH OF TRAVEL
3" TOP SOIL
24'
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JOINTS SHALL BE CUT
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COMPACTED
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BACKFILL
WITH JOINT FILLER.
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3" TOP SOIL
BACKFILL
24"
18"
2'RADIUS
ASS . ;A'! � ...
CONCRETE' '
USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS
COMBINED CURB AND GUTTER TYPE ll
NO SCALE
NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMLAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2-
DAMPEN SLINGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
NO BACKFILLNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS.
3' TOP SOIL-
COMPACTED BACKFILL
1/4'
BITUMINOUS PAVEMENT
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CONCRETE
MINIINUM
STRAIGHT CONCRETE CURB
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2'
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5 MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
NO BACKFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CTYS CONCRETE CURB POLICY N ALL RESPECTS
PER SECTION 1109 OF SUBDIVISION CONTROL ORDINANCE
48' BETWEEN EXPANSION JOINTS (MAX)
WITH SECTION 207.02 OF STANDARD INDOT SPECS.
CONCRETE SIDEWALK
NO SCALE
NOTES:
BROOM FINISH AND EDGED
(LASS 'A' CONCRETE
6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4'
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NOTE:
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JOINTS SHALL BE CUT
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WITH A JOINTER HAVING A
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RADIUS OF 1/4' AND FILLED
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2
in
WITH JOINT FILLER.
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W -0' MAXIMUM DISTANCE OR WIDTH OF WALK IF
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LESS THAN 6' -0' BETWEEN TRANSVERSE JOINTS
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48' BETWEEN EXPANSION JOINTS (MAX)
WITH SECTION 207.02 OF STANDARD INDOT SPECS.
CONCRETE SIDEWALK
NO SCALE
NOTES:
BROOM FINISH AND EDGED
(LASS 'A' CONCRETE
6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4'
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Job No. 12016L
```\`\���� \U ► ► ► ►► � � 1 1111111 / /, / /�,,�
�1 \G �F,G \STEREO
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No.
PE N500055
STATE OF
NAL -o
O
%�'�� /NpIANp• 1
Date: March 16, 2012
Scale:
As Shown
Title:
DETAILS
Sheet:
C20: