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3y: Irussell Time of Plot: 8/30/02 3:33pm Last Edited: 8/30/02 3:24pm
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MASONRY WALL, REFER TO "A" AND "S" SERIES
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1 0 GRATE LOCATION PLAN
IIII, PEA GRAVEL MIN.
6 "x12" CONCRETE CURB
3/4" R
2 BAR C ONT.
POST SPLICE
REFER TO DETAIL
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HYDRAWAY 300 SUB- SURFACE DRAINAGE SYSTEM BY MONSANTO
1- {800)325 -4330 OR APPROVED EQUAL, INSTALL PER MANUF. SPECS.
6' 121
5 TYPICAL BERM SECTION
F
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GRATE TO BE AMETCO TYPE
6" ATRIUM GRATE BY 19 -SG -4, BAR SIZE TO BE
8007261994 WOW. SLIP GRATE TO HAVE
SALES, IO AL DIVERSIFIED NON SLIP SURFACE TREATMENT.
GRATE BE FLUSH WITH TOP
OF CONC. CURB. ATTACH
3 "X2lh "X15" ANGLE, TO ANGLES WITH SADDLE
ANCHOR TO CONC. CURB CUP CONC CURB 0 O.C.
WITH
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CHANNEL POST
6't
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SEE U- C HANNEL STEEL POST
SPLICE DETAIL #6 G4.4
FABRIC
EXCAVATE AS REQUIRED
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"STOP" ASSEMBLY SHALL BE TYPE
12"
s" ACHIEVE THE NEW SUB
SIGN
NO. R1 -1 AS SHOWN IN THE CURRENT
DOT MANUAL. THIS SIGN SHALL BE
PLACED AND SHALL BE IN ACCORDANCE
WITH ALL CURRENT DOT AND FHWA
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11 1
PEA GRAVEL MIN.
OF 4" ABOVE PIPE
6" PERT.
PVC PIPE
PEA GRAVEL
UNDER
GRADE ELEVATION UNDER
THE NEW GRATING. NEW DRAIN PIPE IS TO SLOPE
6 "x12" CONCRETE CURB AT A CONSTANT GRADE BETWEEN
THIS ELBOW AND ITS OUTFLOW
3/4" R UNDER THE EXIST. GRATE.
2 #4 BAR CONT.
g GRATE SECTION
arming/]
Associ
Engineers
GUIDELINES AND SPECIFICATIONS.
2 STOP SIGN
O NO
DRIVEN POST
DIRECTION
OF TRAFFIC
SCALE
UPPER POST
SPACER REQUIRED
FOR ALL BOLTS
4
A';Y;: W +i,
"TYPAR" 3401
FABRIC
PERIMETER DRAIN
CURB SECTION F USH WITH WALK
NO SCALE
SLOPED SECTION
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6 "X12` CONC.
1
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SECTION fs
II GENERAL NOTES
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O THE SPACER THICKNESS SHALL BE Vie LESS THAN THE GAP BETWEEN THE
Vi
POSTS WHEN POSITIONED IN THE UNBOLTED CONFIGURATION.
O THE EXTERIOR BOLT, SPACER, WASHER AND NUT SHALL BE INSTALLED IN A
PREPUNCHED HOLE WITHIN THE FIRST 2" OF THE END OF THE LAPPED
6 CONC
CURB
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DIRECTION
OF TRAFFIC
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POST SECTION: 7 GRATE LOCATION PLAN
N. T.S.
O THE INTERIOR BOLT, SPACER, WASHER AND NUT SHALL BE INSTALLED IN A
PREPUNCHED HOLE WITHIN THE FIRST 2" OF THE EXTERIOR BOLTS. THE
MAXIMUM SPACING BETWEEN THE INTERIOR BOLTS SHALL BE 1' -6 IF THE
LENGTH OF THE POST LAP IS INCREASED SUCH THAT THIS 1' -6" MAXIMUM
IS EXCEEDED, THEN ADDITIONAL INTERIOR BOLTS SHALL BE INSTALLED SUCH FLUSH WITH WALK
THAT THE MAXIMUM SPACE BETWEEN A PAIR OF INTERIOR BOLTS DOES NOT SEC SECTION SLOPED SECTION
A
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SITE DETAILS
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DRAWN BY: Dui COMM. NO.: 201101.02
CHECKED BY: k4NlT DATE: SEPTEMBER 3, 2002
REVISOINS NO. DATE
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EXCEED THE 1 -6' LIMIT.
6 "X12" CONC. SHEET G3.2.
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OF PE
SHEET G3.2. 6"X CONC.
.0 0 THE DRIVEN POST SHALL ALWAYS BE MOUNTED IN FRONT OF THE UPPER POST p p'
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WITH RESPECT TO ADJACENT ONCOMING TRAFFIC REGARDLESS OF THE DIRECTION 0 '1r/
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THE SIGN IS FACING.
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4.
O5 THE BOLTS SHOWN SHALL BE 3 /8" BY 2" GALVANIZED BOLTS IN
WITH ASTM GT.9; OR GALVANIZED BOLTS
•:':d
A?
4
ACCORDANCE A 449, OR SAE J429,
N I IN ACCORDANCE WITH AST A 325
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6 "X18" CONC.
CURB
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CURB
LOCATION PLAN
ter Host, Lamson Fisk, inc.
Rood
46288
T L F Phone: 317-354-1500
Fax: 317-334-1%2
loll PROJECT NO. 2001- 371-04
CONSULTING ENGINEERS
N.T.S.
Li
3 U CHANNEL STEEL POST SPLICE
COLLEGE WOOD ELEMENTARY SCHOOL
201 101.02
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