SW3210302_Plansheet C.8 - Misc. Detail_20220510

SIGN
10'-0" 10'-0"
TYPICAL VAN SPACE
SCALE:NTS
12"
RESERVED
PARKING
CN dMAXIMU
PE$
R7-8E
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
THIS SIGN MAY BE USED IN PLACE
OF SIGNS R7-8 AND R7-8D
BOTTOM
SIGN R7'
Ln
0
i
V
CESSIBLE
REQUIRED
,N
-8E
BOTTOM OF SIGNS
57-8 OR R7-8a-
00
CE
0
0
o VAN
ACCESSIBLE
AS REQUIRED
SIGN
R7-8
MSIGN
-R7-8D
FINISHED
GRADE-\
12"
RESERVED
PARKING e = i-1 2• R = ,-, 2•
� MAXIMUM ��)
PENALTY a cu ACCESSIBLE 3 e'
R7-8 R7-8D VAN ACCESSIBLE
SIGN APPROVED FOR USE SIGN APPROVED FOR USE
SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6 UNDER GENERAL STATUTE 20-37.6
UNDER GENERAL STATUTE 20-37.6
COLORS COLORS
COLORS LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
LEGEND AND BORDER - GREEN BACKGROUND - WHITE BACKGROUND - WHITE
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
ACCESSIBLE SPACE 8c SIGN DETAIL
NTS
SEE SCHEDULE FOR
RIP -RAP TO BE USED
V LENGTH = 6D-�
A FLARED END A
SECTION
a---
RO
SLOPEPLACE RIP -RAP MIMIN.
2' WIDE AROUND WIDTH = 2D
PIPE OUTLETn�
INyukiKy111WTT
STONE THICKNESS VARIES
STD. REINFORCE MIN. D50 = 4"
FONCRETE FLARED ZERO SLOPE -\ 2:1 SLOPE Kin cC-r1TinKi
FILTER FABRICma
SECTION A -A
RIP -RAP OUTLET PROTECTION
NTS
8' MAX. STANDARD STRENGTH FABRIC W/WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC W/OUT WIRE FENCE
12 GUAGE, 4"x4"
MELDED WIRE
ASTIC OR
RE TIES
STEEL POST MAINTENANCE
1. SHOULD THE FABRIC COLLAPSE, TEAR,
WIRE FENCE DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE PROMPTLY.
UV RESISTANT SYNTHETIC 2. REMOVE SEDIMENT DEPOSITS AS
FILTER FABRIC NECESSARY TO PROVIDE STORAGE
36" BACKFILL TRENCH & VOLUME AND REDUCE PRESSURE ON
COMPACT THOROUGHLY FENCE. AVOID UNDERMINING THE FENCE
DURING CLEANOUT.
NATURAL GROUND _
-BURY FABRIC 8" MIN. DOWN & 4"
MIN. FORWARD ALONG TRENCH
,TEMPORARY SILT FENCE
NOT TO SCALE
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/1DATC L Ann ARID CDALIC AC LIAK111CA/1TCI IDCD
GRATE, HOOD AND FRAME AS MANUFACTEURED
BY U.S. FOUNDARY MANUF. CO., USF 5181-6420
NCDOT 840.03 TYPE "E" STANDARD
GRATE, HOOD AND FRAME AS MANUFACTEURED
BY U.S. FOUNDARY MANUF. CO., USF 5181-6420
NCDOT 840.03 TYPE "E" STANDARD
CD
B--
ih
D DA
C e 6" o B 6"
6" ° p
D _
a
D
GROUT
°
D L
p
GROUT
O Q d d
a°
GENERAL NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI.
2. FOR DEPTHS OVER 3'-6" USE STEPS ON 12" CENTERS.
STEPS SHALL BE IN ACCORDANCE WITH COG STD #414.
MIN.
DIMENSIONS AND QUANTITIES
FOR
CATCH BASINS
DIM'S OF BOX & PIPE
COVER
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN.
HEIGHT DIMENSIONS
D
A
B
C
G
H
I E F
12"
3'-0"
2'-2"
- -
- -
2'-9"
I - - - -
15"
3'-0"
2'-2"
- -
- -
3'-0"
- - - -
NOTE: REFERENCE NCDOT STANDARD 840.02
(T_0 CATCH BAS N
C 8 NTS
5' STEEL
19-GA. HARDWAR
(Y4 MESH Of
NCDOT #5 OR
WASHED ST(
HARDWARE CLOTH 8c GRAVEL
INLET PROTECTION
NTS
FRAME AND GRATE AS MANUFACTEURED BY US.
FOUNDARY MANUF. CO., USF 4139 FRAME
AND 6429 GRATE
4"
6:1 A 6
H I
I D A
I
fGRjouT
A D
6"
A A
MIN. DIMENSIONS AND
QUANTITIES FOR DROP INLET
DIM'S OF BOX & PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
12"
3'-0"
2'-0"
2'-0"
15"
3'-0"
2'-0"
2'-3"
18"
3'-0"
2'-0"
2'-6"
24"
3'-0"
2'-0"
3'-0"
NOTE: REFERENCE NCDOT
STANDARD 840.14 & 840.17
(1_1 DROP INLET
11"Q8 NTS
STEEL POST
D
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
TEMPORARY CONSTRUCTION ENTRANCE
N TS
COIR MESH OR EQUAL,
STAPLED OR TRENCHED
INTO BOTTOM OR SIDE
BURY FABRIC 6" MIN.
H I
STAKE TO SUPPORT WIRE
SUPPORT ROPE TO WIRE
TO PREVENT SAGGING
24"
S�oQE
BPS\N -
C -
I I I I I I I I
MAINTENANCE
1. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE PROMPTLY.
2. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DEIGNED STORAGE DEPTH.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
STORAGE VOLUME AND REDUCE PRESSURE ON FENCE.
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
8 POROUS BAFFLE
C J
NTS
1"R 6"
1 "R
1 1 /4"
da
d
1 „R F-FLOW
d
3/4' 12'
d �
�
6 3/4" d a
a
d �
G
R-\\ -1
d d d C d Q
30"
d
NOTE:
1. CONCRETE SHALL BE CLASS B 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS
2. PLACE CONTRACTION JOINTS AT 10' INTERVALS. A
15' SPACING MAY BE USED WHEN A MACHINE IS
USED.
3. CONTRACTION JOINTS MAY BE INSTALLED BY THE
USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHOD.
4. FILL ALL CONSTRUCTION JOINTS WITH JOINT
FILLER AND SEALER
5. SPACE EXPANSION JOINTS AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
6. TOP OF 6" SUBGRADE BENEATH THE CURB AND
GUTTER SHALL BE COMPACTED TO 100%
STANDARD PROCTOR DENSITY.
12 30" CONCRETE CURB
Cg NTS (FOR DOT ROW)
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Q1 i O CV
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SEAL
029232
iF4 SHN 1
PROJECT NO.
19-340
DATE:
JAN . 29) 2021
DRAWN BY:
sew
CHECKED BY:
ds
REVISIONS:
NO. DATE: BY
DETAILS
SHEET NO.
c a OF 14
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