HomeMy WebLinkAboutTED4003247.2SW 1/4 OF SECTION 3, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
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SEE ZONING CODE FOR
FOR MAX & MIN WIDTHS
ALTERNATE 1 �A10 COMMERCIAL ZONE
SIDEWALK AND PLANTER STRIP 6" RESIDENTIAL ZONE
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CURB AND GUTTER SHOWN SEE DETAIL "A"
HOWEVER, OTHER CURBS
MAY BE USED.
(SEE STANDARD PLANS) SECTION A -A
6 11
JOINT 3/16" SCORE LINE
ALTERNATE 2 �A�i
SIDEWALK NEXT TO CURB 10" COMMERCIAL ZONE
(NO PLANTER STRIP) 6" RESIDENTIAL ZONE -1S"
THICKENED BASE OF CURB & GUTTER DETAIL A
TO MATCH APPROACH THICKNESS
NOTES: ON COMMERCIAL APPROACHES. (TYP) APPROACH WITH
MONOLITHIC CURB
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL SEE NOTE 5
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP.
2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
AND IN CURB/GUTTER TO DUMMY JOINTS.
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED.
4. ALL JOINTS SHALL BE CLEANED AND EDGED.
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR.
7, APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE.
THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/
ALLEY WIDTH. 10/22/B0 Edged WWhfa, tat Added note 7. my mu
ooe CEMENT CONCRETE APPROACH
FOR DRIVEWAYS AND ALLEYS
STD 90° BRACKET OR 360' i-
ADJUSTABLE BRACKET IF
REQUIRED.
PIPE CAP
2" GALVANIZED
STEEL PIPE
1 CEMENT
1-1/2' CONCRETE
CLASS 'B'
3'
5/8th
1-1/2' MINUS
CRUSHED
ROCK
ill
I 8" FOR ALL ARTERIALS
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2' MIN
,LEARANCE FROM
FACE OF CURB.
10' MIN
CLEARANCE IF
NO CURB
GROUND MOUNTED STREET NAME SIGN S
10.00'
2%
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6" CRUSHED SURFACING
BASE COURSE
10.00'
2%
2" MIN CLASS "B" ASPHALT CONCRETE
PAVEMENT
4" MIN ATB
s PRIVATE ROAD
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1 /2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
1/2"X4" EXPANSION CEM. CONC. CURB AND GUTTER
MATERIAL
/ 1/4"R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
+ W
1 /2"X4" EXPANSION MATERIAL GENERAL NOTES:
1/4"R AT JOINTS SCORE LINES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE.
B B 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
"W"-WIDTH OF SIDEWALK WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4-
EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1/2"X5" EXPANSION MATERIAL
1/4"/FT. SLOPE CURB RETURN ONLY
/2"R 1/4"/FT. SLOPE
1/2 R 4 1/2 R PAVEMENT AS PER PLANS
¢" PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY STANDARD CEM. CONC.
CURB AND GUTTER CURB AND GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
2" CLAS
*2„
CLA
CLA
0o TYPICAL SIDEWALK
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MIN MIN MIN MIN MIN
5.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN M'IN MIN MIN
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
:ENTER LINE OR
ANE LINE
VACP CLASS 'E' OR `B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
H 2 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO ROADWAY
CENTERLINE
NO PARKING
SIGN R7-1 ON
16.50' 4"x4" POST (TYP.)
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MAILBOX CLUSTER CURB (TYP.)
MAIL BOX LOCATION DETAIL
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SECTION
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VARIES A_ A
3" I -Of
--30" --�VENL`� -3"
MAXIMUM SPACED A
BETWEEN MOUNTING
MOUNTING STRAPS
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STRAPS
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SIGN TO BE MOUNTED LEVEL AND HOLES DRILLED IN
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FIELD AFTER SIGNAL POLE IS LEVELED AND ALL
SIGNAL FIXTURES INSTALLED.
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TYPICAL MOUNTING
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SIGN MOUNTING ON SIGNAL
POLE MAST ARM (FIXED MOUNT)
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95% MOD. PROCTOR
GUTTER SUBGRADE, COMPACTED
SECTION A -A 95% MOD. PROCTOR
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1. ALL JOINTS SHALL BE CLEANED AND EDGED. •�
2. CONCRETE SHALL BE P.C.C. CLASS 3000. 3-DAY.
3. WHEEL CHAIR RAMPS SHALL MEET ADA W
REQUIREMENTS.
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RECOMMENDED FOR APPROVAL � n
By: Date: 4-24--0� DATE 03/28/2006
By: Date: JOB NO.
DWG NO. C5.1
By: Date:
SHEET
By: Date: 7 OF 18
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