SW6220504_Plansheet D-4 - Misc. Detail_20221005

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N7
Ln
I
N
N
1-1
N7
0
N
N
N
L
L
Q
E
x
J
PLAN OF TOP SLAB
B" E b8 "W" BARS
Si E L SA 6,
b4 BAPS qutlg"
SECTION R-R
SECTION S-S
T p4 BAR
I'I -
DOWEL
CURB AND GUTTER VATH CATCH BASIN ON STEEP GRADES
TOP ELEVATION 1.
EXPA
USE ON FLAT GRADES .E AND UNDER
Al JOINT-7
1
EXPANSION JOINT tl 3 -0 m 3'-0" DEPRESSED GUTTER LINE
ELEVATION
NORMAL CURBAND GUTTER ON LIGHT GRADES
TOP ELEVATION NORMAL GUTTER LINE
EXPANSION JOINT
USE ON GRADES OVER ON
10" MAN g' 0"
EXPANSION JOINT
" `DEPRESSED GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN 4 ASBD ON MEN. XEIGET N ■ITN NO BISEM •
DIMENSIONS
OF
BOX
AND PIPE I
E
TOP SLAB
DIYENBIIXH6
I
CU.YDS. CONK. IN BOX
BRICK MASONRY
DEDUCTIONS
ONE PIPE
C.M. B.C.
PIPE
SPAN
ROIH
IWIDTH
I SPAN
UMIN. HEIGHT
DARB-V
MRS-y
BMS-N
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOTAL
CIVIC.
MIIA WiS.
IN WRLS
MDOI ND
D1,,WD
D
A
0
C
D
H
E
F
W.
LENGTH
NO.
NG
LETH
NO.
LENGTH
LBS.
12"
3'-0'
2'-2"
-.
..
2'.9"
--
--
--
--
--
--
--
--
--
--
0.281
0.281
O.B83
1.164
0.020
0.i2
15"
9'-0'
2'-2"
9'-0"
0.281
0.281
0.883
1. 244
0.091
0.7
18°
3'-0"
2'-2"
3'4'
0.201
0.201
1.013
1.324
0. 044
0.5
24"
3'-0'
2'-2"
3'-9"
0.281
0.2B1
1.204
1.185O.T30"
3'-0'
2'-2"
9'-I"
4'-3"
V-2'
/'-/"
4
1'�6"
3
4'-1'
3
/'-1"
45
0147
0374
0521
1606
2217
4
38
3'-0`
2'-2"
3'-10"
4 -9"
1'-8"
4'-/"
4
2'-0"
+
4'-1"
49
O. 18T
0.415
0.802
1.9w
2.518
O.liB
0.251
42"
3'-0'
7-2"
4'-5"
5-3
V-5"
3--6'
4
1' 9"
3
3' 3"
3
3' ' 3'
98
0. 135
0.379
0.508
2. t52
2.660
0.2/0
D.371
48"
3'-0"
2'-2"
5'-O"
5 -9"
2'-O'
3'-8"
4
2'-6"
4
3'-3"
3
3 -3"
/i
0.173
0.410
0.583
2.415
2.998
0.313
0.4 ]]
34"
3'-0"
2'2"
5'-7"
8 -3"
77"
3'-8"
4
3'-0"
6
3'-3"
3
3'-3"
47
0.211
0.448
0.859
2.808
3.465
0.3D6
0.595
SECTION Y-Y
RISER W.
VARIES
6"
WHERE 30" TO 36" PIPE IS USED
RISER W.
VARIES
I OWXEPIPE IN
SECTION X-X
SEE
RISER HAS .521 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
3ENEML NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH NADIRS OVER V-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHIGH COMPLY WITH STD. DRAWING 040.88.
OPTIONAL CONSTRUCTION - MONOLITHIC FOUR, 2" KEYWAY, OR 04 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, AGO TO SLAB
AS SHOW! OR STD. W. $40.00.
USE TYPE "E", "F" AND -0" GRATES UNLESS OTHERWISE INDICATED,
FOR B'-O" IN HEIGHT O1 LEG$ USE 8" WALLS AND BOTTOM SLAB. OVEN
B%0' TO 16"0' IN HEIGHT USE B" WALLS A1M1 BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS WATCHING.
CRASHER ALL EXPOSED CORNERS 1".
OMWING NOT TO SCALE.
SECTION J-J
WHERE 30" TO 36" PIPE IS USED
J r J
d B M
IV l
I
LF
PLAN
WXERE 42" TO 54" PIPE IS USED
s'.F-.
.e
e
A
N
D.
I
m
L
"v
..N
P
PLAN
NE �RESE
GO �N
ER
1 /
SRP�S\j\GN
2'-6" CURB & GUTTER
END TREATMENT
N.T.S.
M
¢
0
LL
(7 Z
Z I"(
3t ILI
rn
¢ CO D-
o d
F
a � _
1-
rn Y iV
V •-
Q M
00 m
O
Z
CD
F Q
as
N ¢ l V
LLJo Z
O O O 2
W QZLL
HS OH
lsW
y mO.Q
Z H ¢
a r >
H'
O
R
PLAN OF TOP SLAB
6" ESE b8 "W" BARS
L SPACE SSPACES
1 Y2"
SECTION R-R
SECTION S-S
04 BAP
DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV7EXPANSION JOINT
ORP.DE6 26 AND UNDER
DEPRESSED GUTTER LINE
EXPANSION JOINT 0'I' I
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
EXPANSION JOINT-7NORMAL GUTTER LINE
TOP
USE ON GRADES OVEN 2'. EOM.
DEPRESSED GUTTER LINE
EXPANSION JOINT 8'-0"
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
RINI" DIMENSIONS
AND
QUANTITIES FOR
CONCRETE CATCH 6A6IM(WASEO OM MIN. IKIONT N
WITX MO WISEM
DIMENSIONS
OF
BOX AND
PIPE
COVER
OtMENSIO!
CV.Y08.
CONC.
IH BOX
pEOUCTI0N5
ONE
PIPE
PIPE
SPAN
WIDTH
]WIDTH
SPAN
MIN. HEIGHT
gARS-V
BM8-V
GABS-W
TOTAL
LBS.
TOP
SLAB
BOTTOY
SLAB
1Wi, PtYt.IT
NIWiN
O
A
B
C
0
N
E
F
N0.
LENGTH
M.
LENGTH
N0.
EINTN
L.Y.
P.C.
2'-9"
..
..
..
..
3
..
..
..
..
..
..
0.235
10.772
1 0.015
0.028
-0
0.235
.829
0.023
0.036
IB"
24"
3'-0"
3'-V
2'-2"
2'-2"
3'-3"
3 -g
0.235
0.88]
0.033
0-649
30"
J'-0"
2'-2"
9'-4"
4
f 5"
2
3' 9"
3
3'-8"
0.235
1. 01
0.059
0.085
36"
3'-0"
7-2"
3'-10`
4 -9'
1'-8`
/'-0'
4
1' tt"
3
39
O.t23
0.321
1.43
0.092
0.12>
42"
'-0"
2'-2"
1'- '
5 -3
1' S"
9'-2"
4
t'-8"
2
3'-9"
3
3'-9"
/3
0.161
0.35E
i ]t4
0.132
U.178
48"
3'-0"
2'-2"
5'- 0`
5- 9
2'-11"
9
2'-1Y
32
0. 112
0.318
1.738
0.180
0.243
2'-0"
3'-2"
4
2'-3"
3
2'-I1"
3
T'-I1"
95
0.146
0.352
2.052
D. 235
0.317
51•
3'-0"
2'-2"
5'->"
8'-3"
2'4"
3'-2"
4
2'-f0"
5
2'-11"
3
2'-11"
tl
0.180
0.no
2.387
1 0.297
0,401
• RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
2
Otn
H }
Q Q
¢¢ i
H¢0L.
EL-jir.z
ociNx
F U Q O 0
H
DO FLL0J
oov3a
a �>
a a0
0
43" NOTE: USE TYPE "E", "F" AND "G" GRATE -
UNLESS OTHERWISE NOTED. P �,
w �- P
g
Z
0 0
Q
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Z
O¢¢O
FU¢O�
-."I
~ H
__ _ N N
_ SECTION - LL SECTION - MM
UU
O HLLOJ
¢O O N Q¢
M A 0 A ALIGN FRAME WITH INSIDE 14'e
o O EDGE OF WALL TO ALLOW
t� O FOR VERTICAL ADJUSTMENT V.
Z�F>-1
TOO
p
WALL 1LT-II�
SECTION
OO
o d F
SECTION - BB T
B SECTIION - PP SECTION - NN- NN
PLAN 4"„I,I
FRAYE,GRATE, 8 HOOD ASS'Y J I • 44
L�
6" 2' 0„ 6"
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L M I
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SECTION - A
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a CC
_
C7 UI
J FRAME PLAN q
SECTION - JJ
11J
Y O
Q W
,?A �
I �I J&" Ir 3'-Oh" SA�gS�
( 1 - 1""I f"' R 3' R 1'2„
„
p
a0
LL
0
LL
T1 6-1„ 0" 6" -V iN
3 II 3,-0„ 31.2" - y2"
$A" 01'�"
SECTION - KK t I-
R i
HOOD ELEVATION SECTION - RR
3HEET
840 oO3
NLVIJIUNS
SYM- DESCRIPTION DATE o u b l e
•
ngineering, PLLC
150 S. Page St.. Southern Pines, NC 28387 W [phone] • Cert. No. '-1275
NOTES:
Z
1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN
O O
PLANS OR AS DIRECTED BY THE ENGINEER. THE PAVEMENT MARKING
H- Q
Q
2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD
F--I E.7
ADJUSTMENTS REQUIRE
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED
Q
Z
BY THE ENGINEER.
O O N x
3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB RAMP
IIIV U_
WITHIN THE PEDESTRIAN CROSSWALK LINES. WILL FALL
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4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
U)O
O Q
5.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
PROVIDED,
2H-
CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
H
0Lu
p
6.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
O
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
8.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM Of 10Mk MEASURED ALONG THE CURB LINE.
cc
O
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM
11
SMOOTH TRANSITION. OF 5% AND MAINTAIN A
LD
CD
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'X4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
MEDIAN ISLANDS A MINIMUM
Q U)
OF 5'X5' WITH A MAXIMUM SLOPE OF 296 IN ANY DIRECTION.
¢p (L
13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS
TO
Ft
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PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
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Q
14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL
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THE SURFACE STREET. BE CUT THROUGH LEVEL WITH
Q
15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP.
H
THE ADJACENT SURFACE
IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
16.
PLACE A YZ" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
O
Q
17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR
O
AS SHOWN IN THE MUTCD.
0
18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND
DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
SHEET 3 OF 3
848.05
NOTES:
z
1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB DAMP TYPE AS SHOWN IN THE
O
PLANS OR AS DIRECTED BY THE ENGINEER. PAVEMENT NARKING
¢ Q
a $
2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REOU IRE
MOVING CURB
. O 0 U
RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
LL
O O ,02 z
3. COORDINATE THE CURB NATHE PEDESTRIAN CROSSWALK MARKINGS SO A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
WITHIN THE PEDESTRIAN
F U
CROSSWALK
CROSSWSSW ALK LINES.
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w
4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
Oo
o" Q
5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
2 ¢
PROVIDED, CONTACT THE SIGNAL DFSIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
OILp
6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK,
O
7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
e. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33`k MAXIMUM.
9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM,
ID. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE
CURB LINE.
O
11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
C7
SMOOTH TRANSITION.
Z
12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'X4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
Q CO)
MEDIAN ISLANDS A MINIMUM OF 5'X5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
¢ d
13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS
p s
TO PflOVIDE PASSAGE OVER OR THROUGHI 'IHE ISLAND.
cc w
14. SMALL CHANNELIZATI ON ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
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THE SURFACE STREET.
15. CURB RAMPS WITH RETURNED CURBS BE USED ONLY WHERE PEDESTRIANS MOULD NOT NORMALLY WALK ACROSS THE RAMP. THE
GMAYS
ADJACENT SURFACE
IS PLANTING OR OTHER NONWALKINGSURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
}
16. PLACE A L2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848,01
3
�
O¢
17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWNIN THE MLRCO.
18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS. OR LIMITED RfW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE
CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN -
SHEET 3 OF 3
848.05
TYPICAL CUL-DE-SAC CROSS SECTION (120' R
UTILITY IMPROVEMENTS
TO SERVE
CAMERON VILLAGE
HOKE COUNTY, NORTH CAROLINA
MISCELLANEOUS OCT 2021
DETAILS DATE
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION D-4
SHEET NO.