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PAD UNDER BINS IS TO BE SMOOTH f—i �
CONCRETE. (7FT x 7FT)
13.00' OBSERVATION WELL w
DRAINAGE GEOTEXTILE TYPE I.
11.16' PER ISPWC SD-627 [�
(ISPWC SEC 2060).OVERLAP W
(MIN) JOINTS MINIMUM OF 1.0' ASTM 53 SCH 40 GALV.STEEL a O
PIPE,2.375 O.D.X 0.154",FACTORY
PRIMED&PAINTED. V1 vv] tV
OWNER TO DETERMINE COLOR&STYLE OF v
EXTERIOR FINISH. (TYP) 00
o
'0.50
p 0.50' J 0.50' 1.00'
5.33' 6"WIDE BY 8"TALL CONCRETE CURB TO MIN. _ x
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KEEP BINS OFF ENCLOSURE WALL W/ 1" 0 Q TYP p RADIUS EDGE z
w 12"TOP SOIL OR DEPTH OF PAVE
12.50' COORDINATE W/CIVIL&LANDSCAPE SECTION WHICHEVER IS GREATER / Z
DUMPSTER DRAWINGS FOR CONTINUATION OF —
SIDEWALKS. (OPTIONAL 2ND ENTRANCE)
(8 CUBIC YARD BIN) w w Z
d O O Q
3.33' i i 0 I � oW
CMU BLOCK W/REINFORCEMENT TOPPED
WITH PRECAST CONCRETE CAP.WALL TO O O w
1 BE 5FT BUT NOT GREATER THAN 8FT.SEE 2' 11
CANE BOLT HOLES (TYP) CROSS SECTION DETAIL 1-12"TO 2"GRAVEL.O O VOID=0.4
1.33' o r STEEL GATES-PROVIDE GATE STOP WHEN O
"J"MOLD (TYP) 1 1.16' IN OPEN POSITION GRAVEL DEPTH 1
VERIFY / ANUF. PER PLANS�ACCESS SERVICE PAD 92'LD BES�pNA L FN
4"x4"x1/4"STEEL POST(TYP) 0.50 ENGINEERED FOR 0 TON WEIGHIGH TO AVOID
O O �� �pENSF c'2m
@ TRASH GATES DAMAGE PERFORATED PIPE
8"THICK C NCRETE SL ON GRADE O O O I PER PLANS a 02/02/24
FO ARID APPROACH TRUCK a
. a 2"
O O O
O O O zi a 4 4 a 4RESERVED �p�qF of
SINGLE TRASH ENCLOSURE FLOOR PLAN PARKING s M .
o 0
NTS
8"CONCRETE
SLAB
12"MIN.ASTM C33 SAND O
MIN. BIKE RACK DETAIL (5 SPACES)
NTS 0 V-0"X V-6"X 0.080 ALUMINUM HANDICAP
° PARKING SIGN.SIGN TO READ"RESERVED ~�
STEEL GATES VAN PARKING"WITH IDENTIFICATION SYMBOL
PROVIDE GATE STOP PER MUTCD STANDARDS
WHEN IN OPEN ACCESSIBLE
POSITION WIDTH PER PLANS
° 1'-0"X 8"ALUMINUM VAN ACCESSIBLE
MASONRY CAP 0
CONCRETE SIGN IN STALLS SO DESIGNATED Ir"1
PERCOLATION BED DETAIL
0
NTS ° �J 1
0
0 'w
0 v�
0 1 J'X 14 X 0.105"PERFORATED SQUARE
0 GALVANIZED STEEL TUBING [�]
0 ^� O
OWNER TO 0
DETERMINE COLOR
&STYLE OF EXTERIOR
FINISH. (TYP) 0 V 1
T.O.CURB ° V 1
LEFT ELEVATION DRIVE LEVEL 0
CMU BLOCK W/ 0 Fr-1 h—I M�1
REINFORCEMENT 0 ~�
TOPPED.WALL TO BE °
5FT BUT NOT DRAIN BASIN 2.25' 0 `I�)
GREATER THAN 8FT. CONCRETE ELBOW ° Qr
CHANGE IN PIPE DIAMETER rr ll
MASONRY CAP TEE ° V
CMU BLOCK w/ DRAIN BASIN 0 ~ H
REINFORCEMENT °
8"DROP IN GRATE 8"DROP IN GRATE 8"DROP IN GRATE
TOPPED.WALL TO BE TURNING AN ANGLE
o PROPOSED LANDSCAPING
5FT BUT NOT 0 ww
GREATER THAN 8FT. OWNER TO 0 25' o
DETERMINE COLOR
&STYLE OF EXTERIOR \ \ \ \
FINISH. (TYP) 8"ADS RISER \�8"ADS RISER \�DRAIN BASIN
8"MAIN LINE
8.00' 8"ADS MAIN 8"900 ELBOW 6"MAIN LINE 2.00 0
8"X 8"TEE LINE 8"ADS MAIN \\ ��
LINE . ° 2"X 2 X 0.105"PERFORATED SQUARE ,�J
0 \\//\� GALVANIZED STEEL TUBING SET IN w
j� o / CONCRETE BASE rTl
0 /\\ w
8"LONG ANCHOR BARS EACH WAY
°
T.O.CURB T.O.CURB / THROUGH TUBING
REAR ELEVATION 12"0 CONCRETE BASE
\\�A,
1.00'
F�
HANDICAP SIGN DETAIL
NTS
TEE ELBOW W/ INCREASER
DRAIN BASIN
s"DROP IN GRATE CHANGE IN ELEVATION DRAIN BASIN 3D EXAMPLE
T.O.CURB 8"DROP IN GRATE
DRIVE LEVEL RIGHT ELEVATION 8"DROP IN GRATE �000000 O
w
STEEL GATES.PROVIDE GATE 4"x 4"x 1/4"STEEL POST 8"ADS RISER 8"ADS RISER o
STOP WHEN IN OPEN (TYP) @ TRASH GATES. \�DRAIN BASIN ADAPTER ANGLES VARIABLE Q
POSITION 00
-3600
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8"90°ELBOW
1 I I 3 8"X 12"INCREASER J 12"ADS MAIN 6"ADS MAIN LINE-/� 6"ADS MAIN O
LINE LINE
A B C 8"X 12"TEE 12"ADS MAIN
LINE U? o
Q I Co
(V
/Wy C
� •- N M � V1 l0
T.O.CURB T.O.CURB
F)RIVFV LD=RIVELEVEL
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FRONT ELEVATION DETAILS
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SINGLE TRASH ENCLOSURE ELEVATIONS NOT
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NTS APPROVED Scale: NSA Drawn: JMH
FOR Date: 2/2/2024 Job#: 23-5011
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CONSTRUCTION Sheet: Cl)
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