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SAFFLE WALL SHALL HAlrt #4 BAR---
AT '12" SPACING EACH WAY.
72"o TYPE 2 CATCH BASIN
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PLAN
NOTES
MIN, 2" V4% 1 j 1. EXCEPT AS SHOWN OR NOTED. CATCH BASIN
SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS FOR CATCH BASIN
TYPE 2. 72- DLk
2. BAFFLE WALL SHALL HAVE 14 BAR AT 12-
ELEVATION SPACING EACH WAY.
3. PRECAST BAFFLE WALL SHALL BE KEYED AND
GROUTED IN PLACE.
CB TYPE 2 STA 15+61.0, 46.6' RT. rA�
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PLAN
CB TYPE 12
SCALE: 1 " =2'
LOCKING MANHOLE
RING AND COVER
— � —0
,I . E. tIN) NW 12-20
LE, 11.20
2• MIN.
BAFFLE WALL SHALL HAVE 14 BAR
6- AT 12 SPACING EACH WAY.
2• MIN-
72"0 TYPE 2 CATCH BASIN
ELEVATION
NOTES
1. EXCEPT AS SHOWN OR NOTED, CATCH BASIN
SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS FOR CATCH BASIN
TYPE 2, 72- DIA.
2. BAFFLE WALL SHALL HAVE #4 BAR AT 12-
SPACING EACH WAY.
3. PRECAST BAFFLE WALL SHALL BE KEYED AND
GROUTED IN PLACE.
STA 25+50, 41.0' RT.. rf"*�
SCALE: 1'=2'
OAKESDALLE" AVE. SW EXTENSION —PHASE IA D111r. N6.
SHEET
DRAINAGE DETAILS f 4J ro F 96
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/�ASPHALT
PLAN
CB TYPE I "DW-8 11 STA 2+31.5, 11.7' LT.
SCALE: 1"=4'
GENERAL STORU DW-NAGE NOTES:
T- PIPE LENGTHS AND SLOPES CALCULATED CENTER OF STRUCTURE TO
CENIER OF STRUCTURE- PIPES TO ENTER STRUCTURES AT INVERT
ELEVADPONS SHOWN ON PLANS.
2- UNLESS OTHERWISE NOTED, ALL CATCH BASINS SHALL HAVE LOCKING
OPEN CURB FACE FRAMES AND STANDARD GRATES,
3- STATION AND OFFSET CALLOUTS FOR AREA INLETS AND CATCH BASINS
ARE NOTED FOR CENTER OF STRUCTURE.
4- UNLESS OTHERWISE NOTED, REMOVE AND DISPOSE OF ALL EXISTING
CULVERTS IN DITCHES PRIOR TO FILLING OVER DITCHES. CONTRACTOR
SHALL DISPOSE OF PIPE OFF–SITE PER SPECIFICATIONS.
5- ALTUMATE PIPE MATERIALS MAY BE ALLOWED SUBJECT TO
ENGWEEWS WRITTEN APPROVAL.
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24"0 LCPE -4--
ASPHALT
pm
-11111
'0111
LOCKING MANHOLE
RING AND COVER
4– 24"0 LCPE
LOCKING OPEN CURE FAC-
FRAME AND GRATE
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PLAN
CB TYPE 2 - STA 30+09.0, 34.6' LT.
SCALE: 1"=2'
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