SW6221102_Plansheet D-3 - Misc. Detail_20221128

9
SYM.
Z
ocp
Q Q
I — 36"%36" SIGN H O � G7
30"X 30" SIGN II_
SIIW' HEX HEAD HOT DIPPED 00--- 24"X 24" SIGN I q8"% 4B" SIGN �-GALVANIZED BOLT 'x co
f ; � ! -- SIGN FACE III U a
t8rr 15•' 12.r ... 16" - Q H
I {`z ,, I .. 1Sr, ALUMINUM SHIM U? (- )y o
I tO" 1 " ( .� NYLON WASHER ---i' ) (3 31" X 3 Y2" X W") CL 0 H Q
f t - 718" 0. 0.,3(8" I. D., f. - a
I �( - - i/t6" THICK. "."U" CH4NNEL POST m F H
TYPE "E" SIGNS is, r--++�[15" f' i W 0
30"
MAX
r '
TYPE "D" SIGNS
-
.LOCK WASHER
'�
0
BACK OF SIGN
• NUT
r
r
•
-
VALIDATION STICKER l
SUPPLIED BY SIGN PLANT ---I ASSEMBLY DETAIL
a - —
LL O to
LL MfA
1
yH�
0 (A Yr
H
i I
30
MAX
H O
"} LL O.
t•
"U" CHANNEL POST
0 0 La
Z Zr
-.- P R P-� -
..,_?Wi2ry R.` 2 POST
72" DIN. ROUND SQUARE SMOOTH WALL
HOLES DRILLED, CORED, FORMED OR AIR —,
-
``� wr
"`-- 1 POST
HAMMERED AND RACK FILLED WITH SOIL
•'t%
-
^�
z Z - S
-
= W V
TYPE "E" AND "F" SIGNS
-
.- 2" JOINT SEALER
!
H
tl) O
— _ - ISLAND
PAVEMENT
J Lv Z
Z 0.0
5IL
LLI i"
DETAIL FOR INSTALLATION OF
- UNITS ON ATTACHED SHEET
CHANNEL POST IN CONCRETE
KLVI51UN5
DESCRIPTION
*MINIMUM 4 FT. BETWEEN CHANNEL POSTS
HOLE PUNCHING DETAIL
SHEET 2 OF 2
904. 50
W "OKOW WiPM1010 6a
00
z
0
TOP I--1 C7
SEE NOTE 7. —
5 DJta�v: N TK , F
5LLW E. Y 2" TYPE Q
i SEE NOTE 5 t 2" TYp Z Q = V
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- )SE
E 00
NOTE 7
-`� 1" TYPE ^ SEE NOTE 7 W Q Q 1'L"
QVtZ�CD
F- H
BACK ELEVATION SIDE BACK ELEVATION .BACK ELEVATION o o co Q
FRAYING AND CROSS -BRACING DETAILS
TYPE "F" SIGNS pD a Q
W
TOPTop -
SME 3ICc _ -
EMOEDtlEI-
aEIAtL
al
TYPE -D" SIGN
HORIZONTAL AND VERTICAL CLEARANCES
I O �
LLZR ��//��.
TYPE -F` SIGN t� `/ y+
EAST TYPE "D" 8 "E" SIGN 8ACK.TO-BACK t" TYP H O
CROSS BRACING MOUNTco
50 FRAYING AND CROSS BRACE DETAILS - - MC -
FRAMING LL0.
reps 'D' Stav IGH -No-- FOR COMBINATION TYPE "D" 6 "E" SIGNS
AND CROSS BRACE DETAIL B Q rj
f 0-I EAST EAST EAST WIDE SIDE OF CROSS GRACE GOES TO BACK OF SIGN FOR COMBINATTON TYPE "0" d "F" SIGNS 0 W
WIDE SIDE OF FLANGE TO BACK OF "F" SIGN Q Z Z Z
ttFs -F- stG<, y
70 70 64 -F' BIGN NOTES: - Z
�� ♦ - t. ERECT TYPE 'b", "E", AND "F" SIGNS ON FREEWAYS WITH THE NEAR EDGE OF THE SIGN 20 FT- Z .�_.
MOM THE TRAVEL LANE_ ERECT .ALL OTHER D", E", AND "F" SIGNS WITH THE NEAR EDGE OF THE W
SIGN AT THE EDGE OF THE SHOULDER BREAK (6 FT. NINIMIMI CLEARANCE, 72 FT- DESIRABLE, FROM THE EDGE OF = •, '�
TRAVEL LANE), OR AS DIMENSIONED ON PLAN SHEETS.
2. ERECT TYPE "D", "E", AND "F" SIGNS WITH THE BOTTOM OF SIGN ASSEMBLY AT LEAST 7 FT. ABOVE THE EDGE H Q
OF THE TRAVEL LANE ON ROADS WITH 2 OR MORE LANES AND AT LEAST S FT. ON OTHER ROUTES. THE VERTICAL
CLEARANCE IS 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC AND/OR PARKED VEHICLES- ...I r
TTTT
.r 3. THE VERTICAL DIMENSION BETWEENMOUNTING HOLE CENTERS ON ALL TYPES "0", "E", AND "F" SIGNS IS �Z30"MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING MOLES IS TO THE Z
c ^e^ s:ess WHOLE INCH. EACH SIGN PANEL HAS A MINIMUM OF 2 BOLTS PER SUPPORT_ WME "I e. ATTACH SIGN W1 5/e".HET( HEAD BOLT, NYLON WASHER, SHIM, FLAT WASHER, LOCK WASHER, HEX AUT �•
NO BUCKLING OF THE SIGN WILL BE PERMITTED. SEE ASSEMBLY DETAIL SHEET# 2 OF 904.50.
S. FURNISH AND INSTALL CROSS -GRACING AS SHOWN IN DETAIL. PAINT ENDS OF CROSS BRACES WI APPROVED. ZINC PAINT
6. INSTALL POST AND CROSS -BRACING WITH THE WIDE SIDE OF THE FLANGE TOWARD THE BACK OF
SIGN(S) FOR COMBINATION TYPE "0" AND "F" SIGNS.
7. THE SHIELD HEIGHTS IN THESE ASSEMBLIES CAN NOT BE LARGER THAN 24".it -
e. IF SIGN A55EMBLIES REQUIRE MORE THAN TWO U-CHANNEL SUPPORTS, THE SUPPORTS SHALL BE
TYPICAL SIGN SHAPES AND COMBINATIONS PLACED A MINIMUM OF 4 FT. BETWEEN POSTS. ND YORE THAN TWD POSTS SHALL FALL WITHIN 7 FT. SHEET 1 OF 2
PATH, OR THE SIGN ASSEMBLY MUST BE PLACED BEHIND BARRIER PROTECTION.
904.50
DATE
D&L
Engin ri PLL
een C
g
150 S. Page Street Southern Pines, NC 28387• [phone] • Cert. No. P-2587
UTILITY IMPROVEMENTS
TO SERVE
ASH LEY HEIGHTS
HOKE COUNTY, NORTH CAROLINA
PRE —CAST
CONCRETE
VALVE COLLAR
SOLID BRICK
PLACED ON
COMPACTED SOIL
UNDER VALVE BOX
MECHANICAL JOINT
GATE VALVE
3' MIN.
MUELLER CO.
STANDARD FLUSHING
HYDRANT
-CAST IRON VALVE BOX
2" SQUARE
OPERATOR NUT
Ul
IIIIIIII= IIIII=IIIIIIII
THRUST BLOCKING
2" D.I.P.
NOTE-
1. ALL GATE VALVES SHALL BE PLACED
ON A 4 INCH CONCRETE BLOCK.
FLUSHING HYDRANT_
NOT TO SCALE
MISCELLANEOUS AUG 2022
DETAILS DATE
FINAL DRAWINGS
D-3
NOT RELEASED FOR CONSTRUCTION
.SHEET NO.
mommmmmmmmommommmmma
ND. SUPPORTS
2 3 4
P
.207W
.145W
.707W
R
_586W
_35SW
.262W