justin menke construction documents
DESCRIPTION
Construction documents created in my 5th year fall semester course at the University of Kentucky. Design is for a 3.5 acre Hydrotherapy Center.TRANSCRIPT
1. Presentation
2. Layout
3. Grading
4. Drainage
5. Lighting
6. Planting
7. Irrigation
JTM
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WALKING TRAIL
WALKING TRAIL
LAP POOL
AQUAJOG
POOL
KID
POOL
ENTRY
SERVICE
AREA
MEETING
AREA
WATER
RETENTION
WATER
RETENTION
PARKING
ENTRANCE
FROM
BULL LEA ROAD
KID SAND
OVERLOOK
STEPS
RAMP
WATERWALL
REFLECTING
POOL
SEATING
REST
ROOMS
CENTRAL
VIEWING AREA
OVERLOOK
OVERLOOK
OVERLOOK
FENCE
FENCE
FENCE
SEAT
WALL
SEATWALL
SEATWALL
LAWN
VIEWING
AREA
WILDFLOWER
WILDFLOWER
WILDFLOWER
WILDFLOWER
SEATWALL
ENTRY
WALK
EXISTING WALK
XXX
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3
0
'-0
"
6
8
'-0
"
8
'-0
"
2
0
'-0
"
8
'-0
"
2
0
'-0
"
8
'-0
"
2
0
'-0
"
C
L
B
a
s
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A
B
a
s
e
B
70°0'
103'-4"
2
0
3
'8
" to
b
u
ild
in
g
e
n
tra
n
c
e
F
O
W
S-67°22'42"-E 265.8'
S
-9
°4
6
'1
7
"-W
3
7
8
.5
'
S-22°37'22"-W 149.2'
N-67°22'42"-W 390.3'
C
L
4
°
0
'
4
°0
'
R3'-0"
R8'-2"
7
0
°
0
'
15°0'
7°20'
R20'-0"
R100'-0"
R
1
0
7
'
-
3
"
R13'-6"
R30'-6"
1
3
'-6
"4'-9"
1
8
6
°
0
'
8'-0"
3'-2"
3
7
°
0
'
7
'-8
"
7
'-8
"
R43'-6"
R80'-0"
POB
R30'-6"
3'-2"
3
0
'
-
0
"
1
1
'
-
6
"
3'-6"
R8'-5"
2
7
'-0
"
5
'-0
"
3
0
'-0
"
1'-6"
1'-0"
C
L
F
O
W
Centerline of entry drive originates at
centerpoint of existing roadway arc and hits
perpendicular to ROW
10'-0"
typ
10 20 40
SCALE: 1"=20'-0"
N
50
R
O
W
82°30'
1
7
'-0
"
R15'-0"
R38'-0"
R46'-0"
R66'-0"
R30'-0"
8
'-0
"
40°0'
8
'-0
"
8
'-0
"
10°0'
10°0'
1
5
°
0
'
2
0
°
0
'
1
5
°
0
'
10°0'
10°0'
8
'-0
"
5
°0
'
65'-0"
8'-0"
R
6
6
'
-
0
"
8
'-
0
"
2
'-
6
"
R85'-0"
1
0
2
°
4
'
11'-0"
11'-0"
R32'-0"
R72'-0"
R50'-0"
9
2
'-0
"
1
8
'-0
"
28°0'
43°0'
50°0'
6
6
'-0
"
1
2
'-0
"
8
'-0
"
8
'-0
"
8
'-0
"
8
'-0
"
8
'-0
"
P
o
in
t A
P
o
in
t B
8
'-0
"
4
'-0
"
C
L
3'-0"
4'-6"
S-69°5'44"-E
4'-0"
4
'-0
"
10°0'
10°0'
5°0'
R
1
5
'-
0
"
R40'-0"
6'-0"
4'-0"
1
0
°
0
'
5
°
0
'
8'-0"
Lap Pool: 84'-0" x 166'-0" (50m x 100m)
6
'-6
"
R9'-0"
R
1
5
'
-
0
"
4'-0"
4'-0"
9'-6"
R143'-6"
R183'-6"
2
0
°
0
'
Tie perpendicular
to existing walk
C
L
C
L
Tie perpendicular
to property line
Tie perpendicular
to property line
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NOTES:
Abbreviations:POB = Point of Beginning
FOW = Face of Wall
ROW = Right of Way
CL = Centerline
Notations:Existing conditions are derived from a plan by PEH
Engineers, 620 Euclid Avenue, Lexington,
KY 40504, dated June 1993 and numbered
sheet 2 of 8.
For dimensions of building see detail #24 or
architectural drawings.
Contractor shall verify all dimensions on the ground.
Any discrepancies must be reported
immediately to the Landscape Architect for
decision.
The exact layout of the walking trail shall be
determined on the ground by the Landscape
Architect.
Do not scale from drawing.
All angles are 90° unless otherwise noted.
Fence continues, ofsett 6" from property lines,
connecting the northeast portion clockwise
with the southwest portion.
Bollards in parking lot (without dimensions) shall be
centered on each space, including the (2)
handicap accessible spaces.
All pool coping is 1 foot wide
Offset Lap Pool 8' from Base A and 66' from Point B
(as per given dimensions).
For detail of (3) parking lot planters see detail #12.
For detail of fence see detail #13.
Typical fence segment (post center point to post
center point) is 10'.
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960
961
962
963
964
965
966966
965
964
963
962
961
960
959
958
957
959
959
960
961
962
963
964
965
956
FFE
64.7
DI + 64.3
+ 63.3
+ 62.6
+ BS 62.7
DI + 62.5
TS 64.2 +
62.6 +
62.6
+
62.6
+
+ 62.6
DI
+
62.4
DI
+
62.4
BW 62.5 +
BW 62.5 +
DI
+
62.5
+ 62.6
+ BW 62.6
+ BW 62.6
63.3
+
62.6
+
64.3 +
64.3 +
+ 64.1
+ 64.1
64.1 +
64.1 +
DI
+
63.9
+ 64.2
64.2
+
62.5 +
62.5 +
62.5
+
64.4 +
DI
+
64.3
64.4 +
+ 64.4
+ 64.4
+ TW
65.8
+ 62.6
BW 62.6 +
+ 64.7
+ 64.6
BW 64.4 +
+ 64.7
DI
+
64.5
+ 64.6
64.6 +
64.6 +
64.6 +
+ 64.6
+ 64.6
DI
+
64.5
+ 64.6
64.6 +
PE
64.1
PE
61.9
PE
63.6
DI + 64.3
62.6 +
+ DI 64.2
+ DI 64.2
+ TW 65.8
+ TW 65.8
+ 64.3
DI 64.3 +
+ TW 65.8
+ TW 67.3
+
TW
65.8
HP
+
64.4
64.7 +
+ LP 63.7
BC 62.9 +
BC
63.5
+
64.3 +
64.1 +
+
64.1
TW 64.1
+
PE
61.5
+
62.6
+ TW
67.3
+ TW
67.3
TW
+
65.8
+ TW 65.8
LP
+
58.4
LP
+
60.6
LP
+
59.7
LP
+
60.6
LP
+
54.6
LP
+
58.6
LP
+
59.7
HP
+
60.3
HP
+
68.3
HP
+
68.3
HP
+
67.3
HP
+
68.3
HP
+
70.2
HP
+
69.5
LP
+
60.5
LP
+
55.6
HP
+
59.3
HP
+
60.4
LP
+
56.4
LP
+
51.4
HP
+
59.4
LP
+
57.6
LP
+
59.6
HP
+
67.2
LP
+
62.6
HP
+
68.3
HP
+
69.3
HP
+
64.3
HP
+
65.3
LP + 62.7
HP
+
68.3
HP
+
65.3
HP
+
63.3
HP
+
62.3
HP + 61.3
+ TW 65.8
+ TW 66.1
+ TW 68.6
+ TW 68.6
+ TW 65.5
+ TW
65.8
+ TW
65.8
TW 65.8 +
TW 65.8 +
+ TW 65.8
+
TW
64.1
TW 65.8 +
+ TW
65.8
TW 64.1 +
TW 64.8 +
TW 64.1 +
TW 65.8 +
TW 65.8 +
TW 64.8
+
TW 64.1
+
+ TW 64.1
TW +
64.1
64.4
+
TW +
67.3
65
64
63
62
61
62
63
64
64
64
64
64
64.2
+
+ TW 65.8
+
TW 65.8
TW 64.1
+
65
64
63
62
61
60
59
59
60
61
62
63
64
65
66
66
65
64
63
62
61
60
59
58
+ TW 58.4
+ TW 58.8
TW + 57.6
TW + 60.2
65
64
63
62
61
60
59
58
57
62
63
64
+ TW 64.1
LP + 64.6
HP
+
69.1
HP
+
69.2
+ TW 65.8
+ TW 66.8
+ BF 64.6
+ BF 64.6
BF 64.6 +
BF 64.6 +
BF 64.5 +
+ BF
64.5
+ BF 64.3
+
BF
64.4
+
BF
64.0
+
BF
63.5
BF 64.0 +
BF
61.9
+
+ BF 61.9
+ BF 61.9
+
BF
63.5
BF
64.0
+
+ BF 64.6
BF
64.8
+
+ BF 64.8
+
BF
64.7
+ TC 63.5
+ TC 64.5
+ TC 64.0
TC 64.5 +
HP
+
57.3
HP
+
57.3
64
67
67
60
UTILITY EASEMENT
NOTES:
Abbreviations:FFE = Finish Floor Elevation
TC = Top of Curb
BC = Bottom of Curb
TW = Top of Wall
BW = Bottom of Wall
BF = Bottom of Fence
TS = Top of Step
BS = Bottom of Step
HP = High Point
LP = Low Point
DI = Drain Inlet
Notations:All curbs to be 6" unless otherwise noted.
Refer to "Kentucky Best Management Practices" for
construction activities manual.
All silt control devices are to be installed before any
site clearance or excavation has begun, and
shall be maintained until construction is
complete, and turf has been established.
All soil stockpiles, if left for more than 14 days, shall
be contained within a silt fence and
temporarily seeded to prevent erosion
No mud shall be tracked onto public roadways; if so, it
shall be removed.
All storm sewer inlets shall be protected from silt,
mud, and other debris throughout
construction.
Meet and match elevations of existing pavement.
Notify Landscape Architect immediately or
any discrepancies.
The contractor shall verify that all areas drain,
including paved areas, swales, and proposed
storm systems. Should any area not drain,
the contractor shall notify the Landscape
Architect for resolution.
The contractor shall ensure that a 2 % minimum slope
is maintained on all paved and unpaved
areas.
Finished grade behind seat walls shall be 6" below top
of seat wall, unless otherwise noted.
All landscaped areas to be filled with 12" topsoil
(minimum) and slope to drain.
Refer to specifications for type and illustration of all
storm inlets and pipe.
Use flowable fill over storm pipes when trenching
occurs under wall footings. Flowable fill to
be as wide as wall footer.
The contractor shall not incorporate any excessively
wet or organic material into any fill area.
Prior to installation the contractor is to check and
confirm that all proposed storm system
elevations and slopes will function properly.
All excavation and fill areas shall be stripped of
topsoil, which is to be stockpiled on site and
redistributed to areas that will be reseeded.
Any unstable material encountered during
excavation operations should be removed
and replaced with properly compacted
engineered fill.
See detail #87 for contruction of tiered seating beside
lap pool.
All surface level trench drains are to be flat along their
length and even with pavement.
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960
961
962
963
964
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966966
965
964
963
962
961
960
959
958
957
959
959
960
961
962
963
964
965
956
FFE
64.7
PE
64.1
PE
61.9
PE
63.6
PE
61.5
65
64
63
62
61
62
63
64
64
64
64
64
65
64
63
62
61
60
59
59
60
61
62
63
64
65
66
66
65
64
63
62
61
60
59
58
65
64
63
62
61
60
59
58
57
62
63
64
67
67
60
RD2
RD1
DI2
RE: 64.3
INV out: 61.0
DI1
RE: 64.4
INV out: 62.4
DI3
RE: 63.4
INV in DI2: 60.9
INV out: 60.8
DI4
RE: 63.2
INV out: 60.8
CB1
RE: 60.5
INV out: 58.6
DI5
RE: 60.6
INV in CB1: 57.6
INV out: 57.5
DI7
RE: 63.7
INV in RD: 61.3
INV in DI6: 61.2
INV out: 60.7
DI6
RE: 63.9
INV out: 62.3
TD1
RE: 64.5
INV out: 63.5
TD2
RE: 64.5
INV out: 63.1
TD3
RE: 62.5
INV out: 61.4
MH1
RE: 64.1
INV in TD1: 62.9
INV in TD2: 63.0
INV in TD3: 61.3
INV out: 60.7
27' - 6" pipe @
slope to drain
50' - 8
" p
ipe @
.01
8
5
'
-
1
2
"
R
C
P
@
.
0
1
2
8
'
-
1
2
"
R
C
P
@
.
0
1
5
60' - 6" pip
e @
.018
4
2
'
-
1
2
"
R
C
P
@
.
0
1
INV daylight: 57.4
INV daylight: 60.3
INV daylight: 60.3
TD5
RE: 64.3
INV out: 62.9
TD4
RE: 62.5
INV out: 61.6
TD6
RE: 64.3
INV out: 63.5
TD7
RE: 64.3
INV out: 63.1
PD 1
RE: 61.6
INV out: 57.6
INV daylight: 62.7
INV daylight: 56.1
INV daylight: 60.3
INV daylight: 63.5
INV daylight: 63.1
DI8
RE: 62.4
INV out: 60.9
DI9
RE: 62.4
INV in DI8: 60.7
INV out: 60.6
CB2
RE: 60.3
INV out: 58.4
CB3
RE: 57.2
INV out: 55.2
CB4
RE: 56.9
INV in CB3: 54.9
INV out: 54.8
INV daylight: 54.3
INV daylight: 58.0
CB3
RE: 64.1
INV out: 62.6
INV daylight: 62.5
CB6
RE: 62.4
INV out: 60.6
INV daylight: 60.0
CB7
RE: 57.6
INV out: 55.9
INV daylight: 55.3
CB8
RE: 59.0
INV out: 57.5
INV daylight: 57.2
3
0
'
-
6
"
p
i
p
e
@
.
0
1
6
" p
e
rf p
ip
e
s
lo
p
e
d
to
d
ra
in
1
4
' - 6
" p
ip
e
@
.0
1
7
0
' - 8
" p
ip
e
@
.0
1
60' - 8" pipe @
.01
20' - 6" pipe @
.01
6
0
'
-
8
"
p
i
p
e
@
.
0
2
5
3
5
' -
6
"
p
ip
e
@
.0
0
9
2
0
' -
6
"
p
ip
e
@
.0
1
5
0
-
1
2
"
p
i
p
e
@
.
0
1
2
7
'
-
1
2
"
p
i
p
e
@
.
0
1
40' - 12" pipe @ .01
8
5
'
-
1
2
"
p
i
p
e
@
.
0
0
5
5
0
'
-
6
"
p
i
p
e
@
.
0
1
2
1' - 6" pipe @ .01
8' - 6" pipe @ .01
CBmainN
RE: 57.1
INV out: 53.4
CONNECT CBmainN TO STORM AND SANITARY
SEWER SYSTEM AS DIRECTED BY THE CIVIL ENGINEER
CBmainS
RE: 54.2
INV out: 50.5
CONNECT CBmainS TO STORM AND SANITARY
SEWER SYSTEM AS DIRECTED BY THE CIVIL ENGINEER
18" rcp @
.01
18" rcp @
.01
INV daylight: 55.8
PD 2
RE: 58.6
INV out: 57.1
PD 4
RE: 62.1
INV out: 60.6
PD 3
RE: 56.9
INV out: 55.4
INV daylight: 54.3
4
0
' - 6
" p
ip
e
@
s
lo
p
e
to
d
ra
in
125' - 6" pipe @ slope to drain
1
2
0
' - 6
" p
ip
e
@
s
lo
p
e
to
d
ra
in
55' - 6" pipe @
.01
12' - 6" pipe @ .01
TD7
RE: 64.3
INV out: 62.8
INV daylight: 60.9
9
0
' - 6
" p
ip
e
@
.0
1
INV daylight: 60.6
INV daylight: 60.6
1
7
' - 8
" p
ip
e
a
t .0
1
2
1
7
' - 8
" p
ip
e
a
t .0
1
2
DETENTION POOL ELEVATION: 57.1
CONTINGENCY ELEVATION: 57.7
DETENTION POOL ELEVATION: 54.2
CONTINGENCY ELEVATION: 54.8
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Abbreviations:
DI Drain Inlet
MH Man Hole
CB Catch Basin
TD Trench Drain
RD Roof Drain
INV Invert Elevation
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
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FFE
64.7
PE
64.1
PE
61.9
PE
63.6
PE
61.5
A
B
C
D
F
G
H
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UTILITY EASEMENT
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LIGHTING SCHEDULE
CIRCUIT KEY # FIXTURES
BULB SIZE
& TYPE
TOTAL LOAD
WATTS
FIXTURE BRAND MOUNTING CONTROL WIRE SIZE
A 4 260w LED 1040w Philips Gardco P32 Pole 32' Photocell #10
B 3 260w LED 780w Philips Gardco P32 Pole 32' Photocell #12
C 5 55w LED 275w Philips Gardco P21 Pole 12' Photocell #14
D 16 30w LED 480w Philips Gardco LED bollard Bollard 3' Photocell #14
F 8 55w LED 440w Philips Gardco P21 Pole 12' Switch #14
G-P 1 (x10) 1000w MH 1000w (x10) Philips Gardco Form 10 Sq HPV Pole 35' Switch #10
Q 44 30w LED 1320w Philips Gardco LED bollard Bollard 3' Switch #10
R 2 55w LED 110w Philips Gardco P21 Pole 12' Switch #14
NOTES:
Call before you dig 811
ISOLINE KEYS: n.t.s.
Philips Gardco LED bollard
Philips Gardco P21
Philips Gardco P32
Philips Gardco Form 10 Sq. HPV
1.5 fc
3.0 fc
2.5 fc
5.0 fc
2.5 fc
5.0 fc
25 fc
50 fc
transformer
MAIN
Wire Size Equation: Circuit A
1040w / 120v = 8.7 amp
8.7 amp x .21194 (#10 wire) = 1.84 volt drop / 100' (2.4v drop allowed)
1.84v x 8.7 amp = 16w
1040w + (16w / 100ft) x 200ft = 1072w (1920w allowed)
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960
961
962
963
964
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966966
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962
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960
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963
964
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956
FFE
64.7
PE
64.1
PE
61.9
PE
63.6
PE
61.5
3-GT
1-PA
3-TP
1-PA
1-PA
11-HM
5-TP
5-PA
11-TP 1-TP
5-HM
2-IVf
1-IVm
3-IVf
1-IVf
5-HM
5-PA
5-TP
3-PA
3-HM
1-CC
37-IMf @ 5' oc
5-GB @ 35' oc
3-CC
3-HM
34-IMf @ 5' oc
1-IMm
3-IMm @ 5' oc
3-IMm
@ 5' oc
3-IMm @ 5' oc
3-IMm @ 5' oc
1-IMm
1-IVm
1-IVf
6-IVf
1-IVm
1-IVf
1-IVf
1-IVm
1-IVf
1-IVm
8-IVf
1-IVm
1-IVm
2-IVf
1-IVf
1-IVf
1-IVm
4-IVf
3-IVf
1-QB
4-PA
11-TP
3-IVf
1-IVm
4-IVf
1-HM
4-HM
5-HM
3-IVf
2-IVm
3-TO
7-MV
10-MV
3-MV
3-HM
8-TP
5-CC
1-HM
1-HM
40 IVf
10 IVm
place with approximate
configuation shown 6'-9' oc,
with males placed evenly
throughout and towards
the center of the bed
5-HM
3-TP
3-IVf
1-IVm
3-HM
1-IVm
6-IVf
710(20 flats)-PT
plugs 8" oc
1020(28 flats)-PT
plugs 8" oc
320(9 flats)-PT
plugs 8" oc
3-IVf
650(18)flats-PT
plugs 8" oc
62(2)flats-PT
plugs 8" oc
62(2)flats-PT
plugs 8" oc
260(7)flats-PT
plugs 8" oc
108(3)flats-PT
plugs 8" oc
72(2)flats-PT
plugs 8" oc
0.7 lbs-PM
spread evenly
0.1 lbs-PM
spread evenly
1.2 lbs-PM
spread evenly
1.0 lbs-PM
spread evenly
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NOTES:
Abbreviations:oc on center
cal caliper
hgt height
B&B balled and burlapped
light locations
Notations:All landscape material shall be approved by the
landscape architect prior to installation.
All plant material and installation procedures shall
conform to the minimum acceptable
standards set by the American Association
of Nurserymen, American Standards for
Nursery Stock, ANSI Z60, 1, 2007.
The contractor shall ascertain the locations of all
underground utilities and assume
responsibility for any damages as a result of
such operation.
It is the contractor's responsibility to confirm all
material quantities. In case of a discrepancy,
the quantities shown on the plan shall take
precedence.
Mulch all landscape beds to a depth of 2 inches.
Planting containers, plastic wrap, and/or wire baskets
shall be removed from the plant prior to
planting.
Pre-emergent herbicide shall be applied to all plant
beds immediately prior to placement of
mulch for weed control.
Caliper measurements for clump and multi-stemmed
trees to be an average of required trunks.
All areas not planted or mulched shall be seeded with a
mixture of Rebel or Falcon Tall Fescue at a
rate of 6 pounds per 1000 square feet.
Mulch seeded area with clean, weed free straw at a rate
of one bale per 1000 square feet.
Street trees shown are existing, and maintained by
LFUCG.
Plant Material Schedule - TreesQty Key Scientific Name Common Name Size Condition Notes
4 : BN Betula nigra 'Heritage Cully' Heritage Cully River Birch 3" cal. B&B 1 stem (single trunk)
45: CC Cercis canadensis Eastern Redbud 2" cal. B&B5: GB Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 3 1/2" cal. B&B3: GT Gleditsia triacanthos var. inermis 'Skyline' Skyline Thornless Honeylocust 3 1/2" cal. B&B
20: MV Magnolia virginiana 'Northern Belle' Northern Belle Sweetbay 8' hgt. #20 Container 3-5 stems20: PA Picea abies Norway Spruce 10' hgt. B&B
5: PO Platanus occidentalis American Sycamore 4" cal. B&B3: QB Quercus bicolor Swamp White Oak 4" cal. B&B
44: TP Thuja plicata 'Spring Grove' Spring Grove W. Arborvitae 8' hgt. B&B
Plant Material Schedule - ShrubsQty Key Scientific Name Common Name Size Condition Notes
50: HM Heptacodium miconioides Seven-son Flower 5' hgt. #5 container98: IVf Ilex verticillata 'Red Sprite' Red Sprite Winterberry Holly 3' hgt. #5 container23: IVm Ilex verticillata 'Jim Dandy' Jim Dandy Winterberry Holly 3' hgt. #5 container male pollinator
71: IMf Ilex x meserveae 'Blue Princess' Blue Princess Holly 3' hgt. #5 container14: IMm Ilex x meserveae 'Blue Prince' Blue Prince Holly 3' hgt. #5 container male pollinator
Plant Material Schedule - GroundcoverQty Key Scientific Name Common Name Size Condition Notes
91: PTPachysandra terminalis 'GreenCarpet' Green Carpet Japanese Spurge 4" hgt. flat/36 space 8" OC
1: PM variousWet Mesic Prairie Mix (SpenceNursery) seed 3 lbs. sac
10 lbs/acrecoverage
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FFE
64.7
PE
64.1
PE
61.9
PE
63.6
PE
61.5
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67
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60
1" schedule
K copper
1 1/2"
schedule
40 pvc
1 1/2"
schedule
200 pvc
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JTM
NOTES:
Call before you dig 811
KEY:
4" conduit
3/4" meter
backflow preventer
main system shutoff valve
drip system shutoff valve
Pressure Calculation:
60 psi at Main
58 psi entering Meter
10 % loss at Meter
52 psi exiting meter
4.83 psi lost/100'
4.83 x 1.55 = 7.5
44.5 psi entering controller
90% of pressure is workable
40 psi working pressure
Irrigation ScheduleKey Irrigation Type Gallons per Hour Run Time
A XBD-80 Xeri-Bug Emitter w/ 1/4" Distribution Tubing (XD) 0.6 (x4) MWF 7:30pm-10:00pm
B 1/2" XFD Dripline w/ 5 emitters 0.9 (x5) MWF 10:00pm-1:30am
C 1/2" XFD Dripline w/ 1 emitter 0.6 (x1) TH 7:30pm-11:00pm
D 1/2" XFD Dripline w/ 1 emitter 0.6 (x1) TH 7:30pm-11:00pm
E 1/2" XFD Dripline w/ 10 emitters 0.9 (x10) MWF 1:30am-5:00am
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