HomeMy WebLinkAboutZ-08752-1 Map 11Place 4' Dia Stools at centerline
of inlet, then space additional stools equal
distance from centerline not to
exceed 4'.
4' Bch. 40 PVC to Drain
Subgrade During Construction-
FLOW
ur--
I
L
ZZ
II
� —•
sK
In
`.. ` Slope Floor to
-Point of Discharge :%.�:
FLOW
ELEVATION
(Double -Wing Shown)
06 Bars at 8' Q.C. Both Ways
#6 Bars
.0• J
min
Depress gutter at throat
m indicated on plans.
Subgrade
I8'xi/2' Dowel Ban
_2 L,yj at 12' O.C. Required
\at Sidewalk locations
r •0 GoNet � I
' 2N6be
PLAN
(Double -Wing Shown)
CURB INLET - DOUBLE WING
STD. DWG. PW-2
BOLLARD DETAIL
Curb
1/2" ExpansLon --J
JOLLL
Pipe Dia s 3 on
dow+uiream and
I
Sump
Type I
Ring & Cover
4' Bch. 40 PVC
I'-0' Max -
Dist From
Step
Slope 1/4'
Per Foot
1
8' Thick
Depression See Detail PW-3
NB's at 6'
Typical Top RoW.
r 8'
bars at
O.C. both ways
DIA. OF
WALL
DIA. OF
STRUCTURE
THICKNESS
OUTLET PIPE
4' I.D.
8'
16' Thru 27'
5' I.D.
B'
30' Thru 42'
6' I.D.
B'
48' Thru 54'
B' I.D.
10'
60' Thru 72'
JUNCTION BOX/CURB INLET
CIRCULAR MONOLITHIC
CONCRETE CONSTRUCTION
STD. DWG. PW-7
4'
3'
6.
NOTE: Placement and Location of Sub -Drain shall be
determined by Engineer during Construction Period or as
Indicated on Plana.
Wearing Surface (see typical section)
C. & G. /•_'�I�
M J.
217 Filter Fabric
• • • Encasement
+I • , . Mirati 140N or
Equivalent
C-Ballast 1/4' 2'
Min to 1 1/2' Max
4' Perforated PVC Pipe
Drain to Inlets.
SUB —DRAIN DETAIL.
STD. DWG. PW-19
6" VERTICAL CURB
.a y 6" CURB
AT DRIVEWAY CUT
CONCRETE FLUME SECTION
1. 1/2' EXPANSION JOINT SPACING AT BO' AND AT
STRUCTURES. DRIES AND OTHER WALKS,
2. SIDEWALKS SHALL BE TOOLED AT LEAST 20X OF THE RILL DEPTH OF
THE SIDEWALK AT 5' INTERVALS.
3. ALL CONCRETE SHALL HAVE 4000 PSI MINiMuM
COMPRESSIVE STRENGTH.
4. ALL CONCRETE SHALL HAVE FIBER MESH ADDIP'-L
Grouted
Rip -Rap
Refer to
Detail A
PW-60.
RIP RAP AT FLARED END SECTION
STD. DWG. PW-62
.%'Lte: Similar cGTu traction required for other headwalls.
I
6" ROLL CURB
NOTES DH LOIaaIE CURB • W170t
1. CT1rILRETE yell eE AHTD IYAE awss A OR QASS 1
Y. 0UNC>IF1E shA NAVY I A KW PS WI1PgC59K
SIMMM
1 Wf ,U_ j1r MWeaK S UPAHSMI J T 6LA11NIN AT 1W
MAlIML WTUTVX1 M AT 1E YIa 10 SO%ES IIAOIUS RETW OR
�Y MW W1
A. PAOWE LoKH J 15 AT lb' YAAWUM SPACING.
S ROLL CLIN aaL 9E USED WTH ENOMEER's E4R1YSyfW.
I 5.5' 3' 6.5'
BEI R(J FLOW ELEV. 489.99
1 \ LE . 469.201SPI WAY
3 11
DETENTION BASIN +++
ELEV. 467.00 r 24' RCP W/ FES
ELEV. 465.50
\RIP RAP
CONCRETE SPILLWAY
SECTION A•A
BACKFILL WiU
AGGREGATE 8,
COURSE GRAV
COMPACTED IK
PAVEMENT AS SPECIFIED
PIPE TRENCH & BACKFILL
SECTION DETAIL
UNDER NEW PAVEMENT
2' ACHM SURFACE COURSE
(Am TO TYPE 2)
SB-2 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY.
(AHTD CUSS 7)
SUBGRAOE COMPACTED TO
95% MODIFIED PROCTOR DENSITY
LIGHT DUTY ASPHALT PAVEMENT
NOTE ASPHALT PAVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH ARKANSAS HIGHWAY AND
TRANSPORTATION DEPARTMENT SPECIFICATIONS.
3' ACHM SURFACE COURSE
F (AHTD TYPE 2)
SB-2 COMPACTED TO 95X
9MODIFIED PROCTOR DENSITY.
(AMID CLASS 7)
SUBGRADE COMPACTED TO
95% MODIFIED PROCTOR DENSITY
HEAVY DUTY ASPHALT PAVEMENT
NOTE: ASPHALT PAVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH ARKANSAS HIGHWAY AND
TRANSPORTATION DEPARTMENT SPECIFICATIONS.
PORTLAND CEMENT CONCRETE
TH FIBER MESH ADDITIVE
SB-2 COMPACTED TO 95%
XXFIED PROCTOR DENSITY.
HM CLASS 7)
BGRADE COMPACTED TO
X MODIFIED PROCTOR DENSITY
CONCRETE PAVEMENT/DUMPSTER PAD
NOTES ON CONCRETE:
-.CONCRETE SHALL BE AHTD TYPE CUSS A OR CUSS S.
2.CONCRETE SHALL NAVE MINIMUM 4000 PS COMPRESSIVE STRENGTH.
3.PROVIDE CONTROL JOINTS AT IW MAXIMUM SPACING.
11j1•T•E •,��•.
11 A
O� ARI RAS -
REGISTERED
PROFESSIONAL.
ENGINEER
? y0 No.1164341 is
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THOMAS : 8
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No. 94
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BID SET
NOT FOR CONSTRUCTION