see sheet 3 for details see sheet 2 for details · apn 728-04-003 chang,chen & tsung, ... see...
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SCALE: 1"=50'
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8
.0
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(
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(9
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(945)
(9
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(950)
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(9
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(9
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(915)
(920)
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(965)
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(965)
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(900)
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1077.54'
S
53°03'15"E
613.17'
S
53°03'15"E
304.97'
90.00'
202.49'
145.98'
N
36°56'4
5"E
144.25'
S
53°03'15"E
111.39'
S
53°03'15"E
90.00'
S
53°03'15"E
90.00'
S
53°03'15"E
104.99'
100.00'
200.00'
200.00'
200.00'
N
36°56'4
5"E
N
36°56'4
5"E
S
53°03'15"E
100.00'
S
53°03'15"E
100.00'
S
53°03'15"E
11.45'
S
3
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°
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'1
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3
6
.1
2
'
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°
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'1
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"E
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.4
8
'
R=175.00'
A=21°48'05"
L=1032.97'
N45°22'55"E
613.17'
S
53°03'15"E
N45°22'55"E
195.00'
S
53°03'15"E
200.30'
N
36°56'4
5"E
118.21'
S
53°03'15"E
S
53°03'15"E
95.00'
N
36°56'4
5"E
S
53°03'15"E
200.30'
S
53°03'15"E
135.00'
S
52°57'34"E
S
53°03'15"E
90.00'
S
53°03'15"E
S
53°03'15"E
144.25'
N
36°56'4
5"E
90.00'
N
36°56'4
5"E
S
7
5
°
3
3
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8
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E
2
1
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9
0
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125.45'
L=173.99'
A=44°18'18"
R=225.00'
1
5
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0
'
118.06'
N
36°56'4
5"E
140.01'
S
53°03'15"E
N
36°56'4
5"E
109.98'
S
53°03'15"E
N
36°56'4
5"E
100.00'
S
53°03'15"E
N
36°56'4
5"E
100.00'
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53°03'15"E
N
36°56'4
5"E
499.98'
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53°03'15"E
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53°03'15"E
N
36°56'4
5"E
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174.07'
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N45°22'55"E
N45°22'24"E
1077.54'
Limit of Work
conform to
existing road
O
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APN 728-04-003
Chang,Chen & Tsung, Doc#9377966
APN 728-01-001
Valencia, Doc# 11865427
Parcel 1, 639 M 26
17200 Kruse Ranch Ln.
APN 729-06-017
___, Doc#5632922
Lot 43, 300 M 13
17375 Oak Leaf Dr.
APN 729-06-018
____, Doc#15985548
Lot 44, 300 M 13
17380 Oak Leaf Dr.
APN 729-35-043
Cullum, Doc#22135870
Lot 489, 216 M 40
17305 Lakeview Dr.
APN 728-04-002
First, Doc#22791557
15.00 acres
APN 729-35-042
Lee, Doc#19373687
Lot 488, 216 M 40
17311 Lakeview Dr.
APN 729-35-041
Prescott, Doc#19207500
Lot 487, 216 M 40
17321 Lakeview Dr.
APN 729-35-040
Raymond, Doc#14946771
Lot 486, 216 M 40
17331 Lakeview Dr.
APN 729-35-039
Kakalec, Doc#14531827
Lot 485, 216 M 40
17341 Lakeview Dr.
8
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Limit of Work
Limit of Work
Proposed Detention Pond
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Existing Tree
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ctio
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Proposed Fire Truck
Turn Around
36' radius
to edge of pavement
42' radius
street dedication
to City of Morgan Hill
extend City water line
& install City std. fire hydrant
install City std.
street light
ex City water
blow off, remove &
extend line to new hydrant
R36'
R42'
Proposed Gate with Fire Access
0
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40
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Scale: 1"=2000'
Vicinity Map
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Project Location
Applicant:
Jenny & Kerr First
PO Box 41128
San Jose, CA 95138
408.821.6298
Owner:
Jenny & Kerr First
PO Box 41128
San Jose, CA 95138
408.821.6298
Engineer:
Allen Andrade LS7741, RCE 58384
MH Engineering
16075 Vineyard Blvd.
Morgan Hill, CA 95037
408.779.7381
Project Information:
APN 728-04-002
Location: northerly terminus of Oak Leaf Drive - Morgan Hill CA
Present Use: Grazing
Proposed Use: Residential/Grazing
Present Zoning: A-20Ac-d1
Proposed Zoning: A-20Ac-d1
Sanitary Sewer: Septic Tank System
Gas and Electric: PG&E
Water: On-Site Well
Telephone: Verizon
Existing Improvements: As Shown
Area: 15.00 ac
Topo: Field Survey
Basis of Bearings: The bearings shown upon this map are based on the
southwesterly line of Tract No. 4196 as found monumented and recorded as South 53° 04'
00" East, on that map thereof recorded in Book 216 of Maps, Pages 39-44, Santa Clara
County Records.
Benchmark: Elevations shown on this plan are based on the top of lid of the
sanitary sewer clean out at the terminus of Oak Leaf Drive. ELEVATION = 963.57 (assumed
NAVD 88±1')
Boundary Note: Property lines shown on this plan are based on record data
and boundary monumentation measured to date. These lines are approximate pending the
completion of a Record of Survey that is in process yet are sufficiently accurate for the
development currently under consideration.
Preliminary Quantities:
Proposed roof areas: 5,692 square feet
Proposed pavement area: 1,370 square feet
Earthwork
Area Cut (cy) Fill (cy) Net (cy)
Building Pad 871 944 73 (fill)
Turnaround 736 0 736 (cut)
Driveway 591 10 581 (cut)
Bioretention 120 61 60 (cut)
Total 2285 1015 1304 (cut)
Max depth of Cut: 4.00'
Max depth of Fill: 1.75'
Area to be graded: 54,036 square feet
Area to be disturbed: 105,076 square feet
Sheet Index
1. Overall Project Plan
2. Site Plan
3. Driveway Plan, Profile, and Sections
2:1 Cut Slope
to Existing Ground
2:1 Fill Slope
to Existing Ground
Typical Driveway Cross Section
2.0
0 %
10"
15'
C:\U
sers\kristian\appdata\local\tem
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cP
ublish_5488\214057 S
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lan.dw
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- P
lotted 11/12/2015 1:45pm
by kristian
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Scale: 1"=200'
Site Map
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(974)
(
9
6
5
)
(974)
(960)
(9
6
5
)
(970)
(961)
(962)
(9
6
3
)
(9
6
4
)
(966)
(967)
(968)
(969)
(971)
(972)
(973)
(965)
(
9
7
1
)
(
9
7
2
)
(
9
7
3
)
965
962
963
964
9
7
0
9
6
6
9
6
7
9
6
8
9
6
9
965
966
Proposed
Septic Tank
Proposed Leech Field
See Right for Calculations
Proposed Pool
Proposed Garage
Pad: 965.75'
FF:966.75'
Proposed Structure
Pad : 965.75'
FF: 966.75'
Slab 965.90
Breezeway 965.97
Slab 966.37
Proposed Structure
Pad: 965.75'
FF: 966.75'
0
40
30
20
10
SCALE: 1"=20'
Slab 966.42
Slab 966.08
Slab 966.02
Slab 966.75
(9
6
1
)
B
C
D
B
C
D
A
-
0
.
2
%
-0.2%
-0
.3
%
-
0
.
3
%
9
6
6
966
9
6
6
9
6
1
FL 965.48'
FL 965.71'
FL 965.75'
FL 965.67'
FL 965.51'
FL 965.38'
FL 965.26'
FL 965.12'
FL 965.38'
-0
.2
%
-
0
.
2
%
9
7
0
9
6
6
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1
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2
966
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6
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9
6
6
9
6
7
9
6
8
Edge of AB 966.75'
Edge of AB 966.63'
Edge of AB 966.44'
Edge of AB 966.18'
Edge of AB 966.32'
Edge of AB 966.34'
Edge of AB 966.65'
Edge of AB 966.29'
Edge of AB 966.33'
-1
.1
%
-0
.7
%
-
0
.
5
%
0.4%
-
0
.
3
%
-
0
.2
%
FL 965.33'
R20.00'
R50.00'
Edge of AB 969.69'
Edge of AB 968.48'
Edge of AB 966.98'
Edge of AB 965.62'
Edge of AB 965.90'
Edge of AB 967.30'
Edge of A
B 967.14'
Proposed Fire Truck
Turn Around
48.00'
40
.0
0'
-0
.2
%
A
-0
.5
%
-2
.5
%
Pro
po
se
d D
ete
ntio
n P
on
d
FL 963.42'
FL 963.05'
Invert 962.91', 1" Ø
Invert 962.89', 1" Ø
FL 961.69'
1
1
0
.0
0
'
1
0
.0
0
'
TH1
P6
P5
P4
P3
P2
TH2
P1
Percolation Test Location
See Right for Results
PROFILE: A-ASCALE H: 1"=20' SCALE V: 1"=2'
963
964
965
966
967
968
969
970
963
964
965
966
967
968
969
970
0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+71
-
1
9
.
8
%
Building Pad 966.57'
FL 965.75'
Proposed Structure
Pad: 965.75'
FF: 966.75'
Proposed Garage
Pad: 965.75'
FF: 966.75'
Toe 964.75'
Proposed Structure
Pad: 965.75'
FF: 966.75'
Tob 968.25'
PROFILE: B-BSCALE H: 1"=20' SCALE V: 1"=2'
961
962
963
964
965
966
967
968
961
962
963
964
965
966
967
968
0+25 0+50 0+75 1+00 1+25 1+501+50
-
1
7
.
8
%
Proposed Garage
Pad: 965.75'
FF: 966.750'
Toe 963.05'
Bld Pad 965.72'
Edge of AB 966.27'
FL 965.22'
PROFILE: C-CSCALE H: 1"=20' SCALE V: 1"=2'
959
960
961
962
963
964
965
966
967
968
969
970
971
959
960
961
962
963
964
965
966
967
968
969
970
971
0+25 0+50 0+75 1+00 1+25 1+50 1+58
-
1
9
.
6
%
-
2
0
.
0
%
ToB 969.16'
FL 965.49'
Building Pad
Pad: 965.75'
FF: 966.750'
Building Pad 965.97'
Toe 960.93'
PROFILE: D-DSCALE H: 1"=20' SCALE V: 1"=2'
964
965
966
967
968
969
970
971
972
973
964
965
966
967
968
969
970
971
972
973
0+25 0+50 0+75 0+91
-
1
9
.
5
%
ToB 970.73'
FL 965.66'
Proposed Structure
Pad: 965.75'
FF:966.75'
FL 965.66'
ToB 966.16'
Drain Field Sizing
The following information is used to determine the required square
footage and length of the dispersal trench (drain field).
1. Percolation Rate of the soil
2. Waste water application rate
3. Waste water discharge measured in gallons per day (gpd) at
peak flow
4. Inches of rock below the perforated drain pipe and width of
trench
Percolation Rate: 9.46 MPI
Application Rate: 0.8 gpd/ft
2
Depth of rock below pipe: 12 inches
Width of trench: 24 inches
Total gallons of waste water at peak demand: 675 gpd*
*using 6 bed value due to the presence of 6 bathrooms in the
residence
Therefore:
675 gpd ÷ (0.8 gpd/ft² * 4 ft²) = 211 linear feet
C:\U
sers\kristian\appdata\local\tem
p\A
cP
ublish_5488\214057 B
uilding D
etail.dw
g - 10/20/2015 3:11pm
- P
lotted 11/12/2015 1:46pm
by kristian
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(965)
(9
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(963)
(
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)
(966)
(9
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7
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(9
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(9
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(9
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(9
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6
7
)
(
9
6
8
)
(
9
6
9
)
(
9
7
1
)
(
9
7
2
)
(9
73
)
(
9
6
0
)
(
9
6
5
)
(959)
(
9
6
1
)
(
9
6
2
)
(
9
6
3
)
(
9
6
4
)
(
9
7
3
)
Proposed Structure
See Sheet 2 for Details
SCALE: 1"=40'
0
10
20
30
40
60
80
100
9
7
0
9
6
69
6
7
9
6
8
9
6
9
9
6
5
S
5
3
°
0
3
'
1
5
"
E
2
0
2
.
4
9
'
1
9
5
.
0
0
'
Proposed Detention Pond
48'
40'
Proposed Fire Truck
Turn Around
1
+
5
0
2
+
0
0
2
+
5
0
3
+
0
0
3
+
5
0
4+
00
4+
50
5+
00
5+
50
6+
00
6
+
5
0
7
+
0
0
7
+
5
0
8
+
0
0
8
+
5
0
8
+
5
0
8
+
0
0
7
+
5
0
7
+
0
0
6
+
5
0
6+
00
5+
50
5+
00
4+
50
4+
00
3
+
5
0
3
+
0
0
2
+
5
0
2
+
0
0
1
+
5
0
Invert 958.38', 6"Ø
Invert 958.70', 6" Ø
P
r
o
p
o
s
e
d
D
e
t
e
n
t
io
n
P
o
n
d
Invert 962.92', 1" Ø
Invert 962.89', 1" Ø
9
7
0
966
967
968
9
6
9
9
7
1
9
7
2
964
9
6
5
9
6
5
964
963
9
6
2
9
6
1
9
6
1
9
6
2
9
6
3
9
6
4
9
6
5
8'
40'
Proposed Turnout
36' radius to
edge of pavement
9
6
6
42' radius, dedication
to City of Morgan Hill
install City std.
fire hydrant
install City std.
street light
e
x
t
e
n
d
C
i
t
y
w
a
t
e
r
l
i
n
e
t
o
n
e
w
h
y
d
r
a
n
t
ex blow off, remove
& extend line to new hydrant
3" AC / 10" AB
Proposed Gate
with Fire Access
>
>
>
>
>
X
X
X
X
X
XX
XXX
X
X
0
50
100
200
400
Scale: 1"=200'
S
e
e
D
e
t
a
i
l
S
h
o
w
n
L
e
f
t
Site Map
1077.54'
S
53°03'15"E
N45°22'55"E 1077.54'
S
53°03'15"E
613.17'
613.17'
N45°22'55"E
Proposed Detention Pond
Proposed Fire Truck
Turn Around
Invert 958.38', 6"Ø
Invert 958.70', 6" Ø
P
r
o
p
o
s
e
d
D
e
t
e
n
t
io
n
P
o
n
d
Invert 962.92', 1" Ø
Invert 962.89', 1" Ø
970
9
6
6
9
6
7
9
6
8
9
6
9
9
7
1
9
7
2
9
6
4
9
6
5
9
6
59
6
4
9
6
3
9
6
2
9
6
1
9
6
1
9
6
2
963
9
6
4
9
6
5
Proposed Turnout
9
6
6
install City std.
fire hydrant
install City std.
street light
ex blow off, remove
& extend line to new hydrant
3" AC / 10" AB
2:1 Cut Slope
to Existing Ground
2:1 Fill Slope
to Existing Ground
Typical Driveway Cross Section
2.0
0 %
10"
15'
Section: 1+50 - DWY New
Scale: 1"=30 H / 1"=5 V
963
964
965
966
967
968
963
964
965
966
967
968
0 10 20 30 40 500-10-20-30-40-50
EP
9
64
.6
2'
33
.5
1' R
EP
9
66
.0
6'
38
.3
4' L
EG 967.74'
41.70' L
EG 964.91'
34.07' R
Section: 2+00 - DWY New
Scale: 1"=30 H / 1"=5 V
964
965
966
967
964
965
966
967
0 10 200-10
EG 965.39'
8.19' R
EG 966.60'
10.01' L
EP
9
65
.0
4'
7.5
0' R
EP
9
65
.3
4'
7.5
0' L
Section: 2+50 - DWY New
Scale: 1"=30 H / 1"=5 V
961
962
963
964
965
966
961
962
963
964
965
966
0 10 200-10
EG 963.21'
8.92' R
EG 964.48'
8.02' L
EP
9
63
.9
2'
7.5
0' R
EP
9
64
.2
2'
7.5
0' L
Section: 3+00 - DWY New
Scale: 1"=30 H / 1"=5 V
960
961
962
963
964
960
961
962
963
964
0 10 200-10
EG 961.73'
9.62' R
EG 963.26'
7.82' L
EP
9
62
.8
0'
7.5
0' R
EP
9
63
.1
0'
7.5
0' L
Section: 3+50 - DWY New
Scale: 1"=30 H / 1"=5 V
959
960
961
962
963
964
959
960
961
962
963
964
0 10 20 300-10
EG 960.86'
9.12' R
EG 962.58'
8.71' L
EP
9
61
.6
7'
7.5
0' R
EP
9
61
.9
7'
7.5
0' L
Section: 4+00 - DWY New
Scale: 1"=30 H / 1"=5 V
958
959
960
961
962
963
958
959
960
961
962
963
0 10 20 30 400-10
EG 960.50'
8.13' R
EG 962.02'
9.32' L
EP
9
60
.8
1'
7.5
0' R
EP
9
61
.1
1'
7.5
0' L
Section: 4+50 - DWY New
Scale: 1"=30 H / 1"=5 V
958
959
960
961
962
963
958
959
960
961
962
963
0 10 20 30 400-10
EG 960.55'
7.98' R
EG 961.86'
9.05' L
EP
9
60
.7
9'
7.5
0' R
EP
9
61
.0
9'
7.5
0' L
Section: 5+00 - DWY New
Scale: 1"=30 H / 1"=5 V
958
959
960
961
962
963
964
958
959
960
961
962
963
964
0 10 20 300-10
EG 960.16'
9.89' R
EP
9
61
.3
5'
7.5
0' R
EP
9
61
.8
0'
14
.8
5' L
Section: 5+50 - DWY New
Scale: 1"=30 H / 1"=5 V
958
959
960
961
962
963
964
958
959
960
961
962
963
964
0 10 200-10
EG 961.44'
8.49' R
EP
9
61
.9
4'
7.5
0' R
EP
9
62
.3
4'
12
.5
1' L
Section: 6+00 - DWY New
Scale: 1"=30 H / 1"=5 V
959
960
961
962
963
964
965
959
960
961
962
963
964
965
0 10 200-10
EG 961.95'
8.71' R
EG 963.45'
8.69' L
EP
9
62
.5
6'
7.5
0' R
EP
9
62
.8
6'
7.5
0' L
Section: 6+50 - DWY New
Scale: 1"=30 H / 1"=5 V
959
960
961
962
963
964
965
959
960
961
962
963
964
965
0 10 20 300-10
EG 962.20'
10.26' R
EG 964.07'
7.87' L
EP
9
63
.5
8'
7.5
0' R
EP
9
63
.8
8'
7.5
0' L
Section: 7+00 - DWY New
Scale: 1"=30 H / 1"=5 V
964
965
966
967
968
964
965
966
967
968
0 100-10-20
Section: 7+50 - DWY New
Scale: 1"=30 H / 1"=5 V
964
965
966
967
968
969
970
971
972
973
964
965
966
967
968
969
970
971
972
973
0 10 20 30 40 50 600-10-20-30-40-50-60-70
Section: 8+00 - DWY New
Scale: 1"=30 H / 1"=5 V
965
966
967
968
969
970
971
972
973
965
966
967
968
969
970
971
972
973
0 10 20 30 40 50 600-10-20-30-40-50-60-70
Section: 8+50 - DWY New
Scale: 1"=30 H / 1"=5 V
962
963
964
965
966
967
968
969
970
971
962
963
964
965
966
967
968
969
970
971
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
Section: 9+00 - DWY New
Scale: 1"=30 H / 1"=5 V
963
964
965
966
967
968
969
963
964
965
966
967
968
969
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
Section: 9+50 - DWY New
Scale: 1"=30 H / 1"=5 V
963
964
965
966
967
963
964
965
966
967
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100
-3
.6
5
%
-2.0
0%
-2.0
0%
-2.0
0%
-2.0
0%
-2.00%
-2.0
0%
-2.0
0%
-2.00%
-2.00%
-2.0
0%
-2.45%
-4
.2
3
%
-3
.3
2
%
-4
.1
6
%
-1.6
4%
-3
.1
3
%
-0.51%
-0.19%
EP
965.46'
-8.15'
945.40'
EG 966.94'
-15.05'
EP
964.89'
7.49'
EG 965.00'
8.05'
EG
970.34'
-76.80'
EP 966.39'
-4.25'
EP 966.34'
4.25'
EP
966.33'
33.51'
EP
966.42'
82.76'
EG
964.67'
95.42'
EG
971.85'
-61.42'
EP
968.04'
-41.85'
EG
971.98'
-59.78'
EP
968.92'
-44.56'
EG
964.18'
-85.70'
EP
966.07'
-68.75'
EG
968.18'
-130.54'
FL 965.75'
-118.24'
Pad 966.55'
100.60'
Proposed
Structure
Pad: 965.75'
FF: 966.750'
Proposed
Structure
Pad: 965.75'
FF: 966.750'
Proposed
Garage
Pad: 965.75'
FF: 966.750'
EP
965.95'
46.01'
EP
965.51'
41.85'
EP
965.74'
58.05'
EG
963.41'
83.65'
Pad 964.73'
109.40'
1+50
2+00 3+00
4+00
5+00
6+00
7+00
8+00
9+002+00 3+00
4+00
5+00
6+00
7+00
8+00
1+50
9+00
2+50 3+50
5+50
6+502+50 3+50
5+50
6+50
8+50
9+50
4+50 4+50 7+50 7+50
8+50
9+50
FL 963.22'
112.41'
-2.0
0%
FL 958.67'
Top 960.38'
EG 958.61'
FL 964.41'
FL 961.65'
FL 960.19'
FL 959.43'
Top 960.38'
EG 959.42'
FL 958.650'
Top 960.38'
EG 959.212'
FL 958.77'
Top 960.380'
EG 959.56'
FL 958.89'
Top 960.38'
EG 960.08'
FL 959.02'
FL 959.16'
Pond Bot. 962.99'
Pond Top 964.76'
3" AC
10" aggregate base
PROFILE: DWY NewSCALE H: 1"=40' SCALE V: 1"=4'
957
958
959
960
961
962
963
964
965
966
967
968
969
970
957
958
959
960
961
962
963
964
965
966
967
968
969
970
0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+0010+06
BV
C 1
+0
3.2
2
CL
9
63
.7
5
EV
C 2
+0
3.2
2
CL
9
65
.1
2
HP
1
+7
2.1
8
CL
9
65
.4
7
PV
I 1
+5
3.2
2
CL
9
66
.2
5
BV
C 3
+6
0.6
6
CL
9
61
.5
8
EV
C 4
+6
0.6
6
CL
9
61
.0
4
LP
4
+2
6.4
4
CL
9
60
.8
4
PV
I 4
+1
0.6
6
PI 9
60
.4
6
BV
C 5
+8
1.6
6
CL
9
62
.4
6
EV
C 6
+8
1.6
6
CL
9
64
.6
4
PV
I 6
+3
1.6
6
PI 9
63
.0
4
BV
C 1
+0
3.2
2
CL
9
63
.7
5
EV
C 2
+0
3.2
2
CL
9
65
.1
2
HP
1
+7
2.1
8
CL
9
65
.4
7
PV
I 1
+5
3.2
2
CL
9
66
.2
5
BV
C 3
+6
0.6
6
CL
9
61
.5
8
EV
C 4
+6
0.6
6
CL
9
61
.0
4
LP
4
+2
6.4
4
CL
9
60
.8
4
PV
I 4
+1
0.6
6
PI 9
60
.4
6
BV
C 5
+8
1.6
6
CL
9
62
.4
6
EV
C 6
+8
1.6
6
CL
9
64
.6
4
PV
I 6
+3
1.6
6
PI 9
63
.0
4
5
.
0
0
%
-2
.2
5
%
-
2
.7
9
%
1.1
7%
2
.9
%
2
.1
%
4
.
9
%
2
.0
%
0.2%
2
.1
%
0.0%
-1.4%
-
2
0
.
0
%
Bu
ild
in
g P
ad
8
+7
4.1
3
96
6.7
50
Bu
ild
in
g P
ad
9
+1
4.3
8
96
6.7
50
FL 9+62.33
965.391
EG 9+85.17
961.724
ToB 9+64.33
965.891
C:\U
sers\kristian\appdata\local\tem
p\A
cP
ublish_5488\214057 D
rivew
ay P
lan and P
rofile.dw
g - 11/09/2015 3:31pm
- P
lotted 11/12/2015 1:47pm
by kristian