SWA000150_Plansheet - Misc. Detail_20220624

I
TREATED 2 X 8 WOOD CAP
w/ GALVANIZED WOOD SCREWS
AT 12" OC STAGGER
COUNTERSINK HE
SIMPSON GALVANIz
FRAMING ANCH
A34 (T
TREATED 2 X 4,
ATTACH w/ GALV.
FRAMING ANCHOR
TO POST
COLORED TOOLED/SERRATED SLIP
RESISTANT SURFACING AND/OR TACTILE
WARNING DEVICE AS REQUIRED BY
AMERICANS WITH DISABILITIES ACT
ACCESSIBILITY GUIDELINES AND CODE
REQUIREMENTS
N GALVANIZED I N
WOOD SCREWS,
COUNTERSINK
HEAD__q- ---
FINISH GRADE FINISH GRADE
A� /AA� _ ACCESSIBLE!
ri
SHOPPING CART
4000 PSI CONCRETE \%\\jA, \\j/ RAMP TO BE a SIDEWALK
/�AjA CENTERED
ABOUT TH E \
4" CRUSHED STONE /��//\ //\��/ FRONT DOOR.
12" 12
A �=
PRESSURE
TREATED 2 X 4
SIMPSON GALVANIZED
FRAMING ANCHOR A34
ON UNDERSIDE OF 2x4's
SECTION A -A
_ PRESSURE
TREATED 2 X 4
PRESSURE TREATED (5)
1 X 6 VERTICAL BOARDS
_ 45 MITER CORNERS OF
2 X 8 TOP CAP
PRESSURE TREATED
4 X 4 POST
GENERAL NOTES:
1. PRESERVATIVE PRESSURE TREAT LUMBER WITH WATER -BORNE PRESERVATIVES TO COMPLY WITH AWPA C2 AND C9,
RESPECTIVELY, AND WITH REQUIREMENTS INDICATED BELOW.
A. PRESSURE -TREAT ABOVE -GROUND ITEMS WITH WATER -BORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25
PCF.
B. PRESSURE -TREAT WOOD MEMBERS IN CONTACT WITH THE GROUND WITH WATER -BORNE PRESERVATIVES TO A
MINIMUM RETENTION OF 0.40 PCF.
2. FASTENERS: OF SIZE AND TYPE INDICATED THAT COMPLY WITH THE FOLLOWING REQUIREMENTS. PROVIDE HOT -DIP
ZINC -COATED FASTENERS PER ASTM A 153 OR AISI TYPE 304 STAINLESS STEEL FASTENERS.
D2.09 DUMPSTER FENCE DETAIL
NOT TO SCALE
6' HIGH 16'
WOODEN FENCE
4
O ° Q 4Q
4
a °
a
a
a
a 6" CABC STONE
8" 400,9 PSI CONCRETE a
SLS, WITH #4 REBAFj @
a 12 O.C. EACH WaAY�
a °
° a a WOODEN SWING GATE
° ° a
° 4
4
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LATCH ON a
THIS LEAF
° a
DROP ROD ON THIS LEAF
4�-
A
DUMPSTER PAD DETAIL
D2.lO NOT TO SCALE
5'-10"
ELEV: AA
D2.11 WHEEL STOP DETAIL
NOT TO SCALE
6" DIA. STEEL BOLLARD
(TYPICAL)(SEE DETAIL)
8" 4000 PSI CONCRETE
SLAB WITH #4 REBAR
12" O.C. EACH WAY
A
7-EL STOP 3"
4'_ 4"
4 REBAR
EMBED IN PAVEMENT 6" MIN.
ELEV: BB
SLOPE
1:12 MA
RAMP
1:10 MAX. SLOPE
PAINTED YELLOW
NOTE:
ALL ACCESSIBLE RAMPS AND ACCESS
AISLES SHALL MEET ALL CODES AND
ADAAG REGULATIONS.
1:10 MAX. SLOPE PAINTED YELLOW
BOLLARD WITH ACCESSIBLE
PARKING SIGN, AS REQUIRED.
20'-0"
BOLLARD
PAINTED `n
YELLOW
BOLLARD WITH
ACCESSIBLE PARKING
SIGN AS REQUIRED.
n� HANDICAPPED PARKING DETAIL
NOT TO SCALE
2 S9.5B ASPHALT
1-1/2" 119.013 ASPHALT BINDER
CABC STONE COMPACTED
TO 100% OF MAXIMUM
6­ LABORATORY DRY DENSITY
(ASTM D 1557 OR AASHTO
T 180)
j\\j\\j\\j\\j\\j\\j\ COMPACTED
SUBGRADE TO MINIMUM 98%
OF THE MAXIMUM DRY
DENSITY USING THE
STANDARD PROCTOR TEST
D2.06 TYPICAL LIGHT DUTY PAVEMENT CROSS SECTION
NOT TO SCALE
Old S9.513 ASPHALT
I19.013 ASPHALT BINDER
CABC STONE COMPACTED
TO 100% OF MAXIMUM
LABORATORY DRY DENSITY
(ASTM D 1557 OR AASHTO
T 180)
MINIMUM 24" COMPACTED
SUBGRADE TO MINIMUM 98%
OF THE MAXIMUM DRY
DENSITY USING THE
MODIFIED PROCTOR TEST
D2.07 TYPICAL HEAVY DUTY PAVEMENT CROSS SECTION
NOT TO SCALE
a °
4000 PSI CONCRETE
Xaa a Xa 4 X� CO WITH 6"x6"/1.4x1.4 W.W.F.
CABC STONE COMPACTED
TO 100% OF MAXIMUM
LABORATORY DRY DENSITY
(ASTM D 1557 OR AASHTO
T 180)
AiAiA...... iAiA\ \iAiA\ \iAi� /\
MINIMUM 24" COMPACTED
SUBGRADE TO MINIMUM 98%
OF THE MAXIMUM DRY
DENSITY USING THE
STANDARD PROCTOR TEST
p TYPICAL HEAVY DUTY CONCRETE CROSS SECTION
D2.O° NOT TO SCALE
STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED _
ON PAVEMENT. PAINT o
COLOR TO BE PER THE C°
AUTHORITY HAVING
JURISDICTION.
q
4" STRIPES @ 24" O.C. AT
45 DEGREES. PAINT
COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED ON
PAVEMENT. PAINT COLOR TO BE
PER THE AUTHORITY HAVING
JURISDICTION. 9
Eo
4" PARKING SPACE STRIPE.
PAINT COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
ROUNDED
BETE CAP
' EDGES
CHEDULE 80
PIPE FILLED
CONCRETE AND
ED YELLOW
TO DRAIN
F PROPOSED
ENT
P.S.I. CONCRETE
Fx12" ANCHORS
D2.12 STEEL BOLLARD DETAIL
NOT TO SCALE
WALK WIDTH
REFER TO PLAN
1 /4" PER FOOT
97
6"
SCORE PER PLAN
1­3" RADIUS
co
4" WASHED STONE,,
COURSE (#57 OR
Xir,�rr—SURFACE COURSE
COMPA��FED SUBGRADE
BASE COURSE
4"
CONCRETE WITH 6"X6
1.4x1.4 W.W.F. 6„
NOTES:
PROVIDE SEALED 1 /2" EXPANSION JOINTS AT 40'-0" O.C. AND
AT RIGID STRUCTURES; 1" DEEP TOOLED JOINTS AT 8'-0" O.C.
TURNED DOWN SIDEWALK DETAIL
D2.01
NOT TO SCALE
RAMP AREA (SEE
DETAIL)
HANDICAP SIGN
(SEE DETAIL)
PROPOSED STRIPING
FOR PARKING TO BE
4" WIDE
PROPOSED STRIPING
FOR ACCESS ISLE TO
BE 6" WIDE
8' 5' OR 8' 8'
21' or 24'
NOTES:
1. ACCESS AISLE FOR CARS SHALL BE 5' AND FOR VANS 8'
2, ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH
CAROLINA SUPPLEMENT TO THE MUTCD.
D2.02 STRIPING AND HANDICAP PARKING DETAIL
RESERVED
PARKING
NOT TO SCALE
12"x18"
12"x6" vaN
ACCE59BLE
12"x9" MAX PENALTY
Ezso
0.080" ALUMINUM HANDICAP _—
PARKING SIGN. BOLT WITH 5/16" _
CADMIUM PLATED BOLT, NUTS =
AND WASHERS. _
z BOLT SIGNS TO GALVANIZED
METAL PIPE COLUMN
0
CD I
6" DIAMETER CONCRETE FILLED
I� STEEL PIPE BOLLARD, PAINTED
YELLOW
CONCRETE SURROUND
AROUND PIPE COLUMN
NOTES:
Q 1 NOTES: 1. SIGN SHALL HAVE WHITE LETTERS ON A RED REFLECTIVE BACKGROUND.
" 1. RESERVED PARKING SIGN SHALL INCLUDE A
2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF
WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE. UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY
2. SIGNS SHALL HAVE A GREEN LEGEND AND ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
2 -0 BORDER ON A WHITE BACKGROUND.
2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL
k CONTAIN THE DESIGNATION "VAN ACCESSIBLE". D2.O3 STOP SIGN DETAIL
3. ALL SIGNS AND STRIPING SHALL BE IN
„ ACCORDANCE WITH THE LATEST EDITION OF THE NOT TO SCALE
1 =6 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
MINIMUM (MUTCD) AND THE NORTH CAROLINA
SUPPLEMENT TO THE MUTCD.
D2.04 ACCESSIBLE PARKING SPACE SIGN
NOT TO SCALE
SITE DETAILS
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DRAWN BY:
DMS
CDC PROJECT NO.:
XXX PERMIT NO.
xxx
SHEET
C921