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(MAX) ABOVE ASPHALT
PAVEMENT AREA TO ALLOW
FOR A.D.A. ACCESS,
CONCRETE CURB TURNDOWN
FOR ADA ACCESS
NOT TO SCALE
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6" X 18" CURB DETAIL
NOT TO SCALE
NOTE: CONCRETE APRON AND
CASTING SHALL BE INSTALLED SO
THAT THEY DO NOT CONTACT THE
LATERAL OR LATERAL CAP.
4" THREADED PVC CAP
FINAL GRADE
4" PVC PIPE '
2' MIN. 4" 1/8 BEND (45 DEGREE)
45' (6" X 6 ")
6" SEWER LATERAL
FLOW —
NOTE: MAXIMUM 100' INTERVAL
CLEANOUT INSTALLATION TO THE
LATERAL. 6" PVC CAP VYE -SDR26
SCHEDULE 40 PVC
CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES WITHIN 3' OF BUILDING)
NOTE: CONCRETE APRON AND
CASTING SHALL BE INSTALLED SO NEENAH CASTING R -1976 OR
THAT THEY DO NOT CONTACT THE EAST JORDAN IRONWORKS 1578
LATERAL OR LATERAL CAP. FOR CLEANOUT IN PAVEMENT
6" THREADED PVC CAPS CONCRETE APRON
`-4 6" PVC PIPE 6" 1/8 BEND (45 DEGREE)
r- 45' (6" X 6'
�6' SEWER LATERAL
FLOW —
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING)
NOTE: TOP OF CASTING OR CAP SHALL
EXTEND 0.20' MIN. ABOVE FINISHED GRADE
8" -15"
NOTE: TOP OF CASTING OR ALL
UNLESS CONSTRUCTED WITHIN PEDESTRIAN
O.D. /4
MIN. =4"
CLEANOUT PIPE AND FITTINGS TO
BE PVC SCHEDULE 40 OR SDR -35
OR VEHICULAR TRAFFIC WAY.
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TROWEL TRANSVERSE JOINTS
MATCH EXIST -i
1/2" PREFORMED
JOINT FILLER
PRECAST CONIC. PARKING
BARRIER WITH 2 -/3
REBARS USE 4000 PSI
CONC. WHEEL STOP
NOT TO SCALE
6' -0" BETWEEN TRANSVERSE JOINTS
48' -0" BETWEEN EXPANSION JOINTS
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JOINT FILLER
I�T►�Pi�
STORM INLET
NOT TO SCALE
SECTION
SIDEWALK DETAILS
NOT TO SCALE
THREADED DETENTION
ORIFICE (SEE DETAIL)
ELEVATION 885.80
100 -YEAR
OVERFLOW
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NOTES:
1. SEE JOINT DETAILS FOR JOINTING INFORMATION
2. PCCP DEPTH TO BE THICKENED AT PAVEMENT EDGES
OR WHEN ENDING AT AN EXPANSION JOINT PER
EXPANSION JOINT DETAIL.
HEAVY DUTY CONCRETE
NOT TO SCALE
PIPE SIZE
8" -15"
19*&OVER
BEDDING BELOW
PIPE BARREL
O.D. /4
MIN. =4"
O.D. /4
MAX. =B"
6'—Op
TOOLED OR SAWED
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to
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SAND LEVELING COURSE --'-
6"
UNDISTURBED EARTH
INTEGRAL CURB AND WALK DETAIL
NOT TO SCALE
TI I MIN WIDTH -
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1- 800 - 382 -5544 1- 800 -428 -5200
#8 FRACTURED FACE AGG.
BELL HOLE EXCAVATED
BEDDING SECTION
DETAIL
PVC & HDPE PIPE
NOT TO SCALE
THREADED DETENTION
ORIFICE (SEE DETAIL)
12 OUTLET_ _ _
PIPE
Err 24„ 6"
PRECAST -
CONCRETE
100 -YEAR OVERFLOW
NEENAH R1878 -B7G
ELEVATION 889.52
SECTION
TLET PIPE
'POSITE SIDE
BOX)
PLAN
DETENTION OUTLET
NOT TO SCALE
SECTION
THREADED DETENTION
ORIFICE (SEE DETAIL)
ELEVATION 885.80
VAN ACCESSIBLE
SIGN
CURBING
(WHEEL
STOP
BLUE -
STRIPING
SCHEDULE 40 PVC -
THREADED END CAP
WITH PVC THREADED
PLUG
2.75" ORFICE SHALL BE
DRILLED ON INSIDE
OF OUTLET STRUCTURE
(ELEVATION 885.80)
0
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BY LOCAL CODE
OR AS REQUIRED
PER LOT
2 STALLS MIN.
"HANDICAPPED —
PARKING ONLY" _
SIGN (CHECK
WITH LOCAL CODES
FOR SPECS)
(MINIMUM)
8,0„ 8,0„
CONCRETE
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SEE SITE PLAN FOR DIMENSIONS
HANDICAPPED STALL MARKING
NOT TO SCALE
SCHEDULE 40 SOLID
PVC (6" MIN. DIA.)
PAINTED BLUE WITH WHITE
HANDICAPPED SYMBOL
0
0
CV
SCHEDULE 40 PVC
THREADED END CAP
WITH PVC THREADED
PLUG
SCHEDULE 40
PERFORATED PVC
(6" MIN. DIA.)
`—CONCRETE BASE
THREADED DETENTION ORIFICE
NOT TO SCALE
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1" NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
18' R
170
4•
"ADA" PARKING
SYMBOL DETAIL
NOT TO SCALE
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SHEET NO.
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1- 800 - 382 -5544 1- 800 -428 -5200
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