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N0
0°14
'2
5"E
2,63
6.99
'
N89°21'38"E
2,633.02'
N89°20'26"E
1,873.37'
S00°34'43"W
2,706.21'
S89°15'18"E
1,927.49'
10
60
48
59
47
58
57
5655
54
53
40
4142
4346
45 44
39
3634
35
29
30
3132
33
3738
26
28
13
14
12
11
15
161719
52
25
27
5.19 AC
5.19 AC
5.56 AC
5.23 AC
5.54 AC
5.20 AC
5.06 AC
5.01AC
6.24 AC
6.38 AC
10.04 AC
9.82 AC
7.09 AC
7.29 AC
7.37 AC
8.33 AC
5.21 AC
6.68 AC
6.88 AC
5.14 AC
6.02 AC
5.06 AC
5.01 AC
5.04 AC
5.02 AC
5.07 AC
5.09 AC
5.01 AC
5.59 AC
6.58 AC
5.43 AC
5.36 AC
5.25 AC
2.77 AC
2.82 AC
5.27 AC
2.77 AC
2.77 AC
5.32 AC
5.29 AC
5.53 AC
18
5.62 AC
24
23
21
20
5.09 AC
5.06 AC
5.50 AC
5.05 AC
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7350
7350
7350
7350
7350
7350
7350
7350
7350
7350
7350
73507350
7350
7350
7350
7350
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7360
7370
7370
7370
7370
7370
7370
7370
7370
7370
7370
73
70
7370
7370
7370
7370
7370
7370
7370
7380
7380
7380
7380
7380
7380
7380
7380
7380
7390
7390
7390
7390
7390
7390
7390
7390
7400
7400
7400
7400
7400
7400
7400
7350
7350
7330
7330
7330
7330 7
330
7330
7330
7330
7330
7330
7330
7330
7330
7330
7330
7320 7320
7320
73207320 7320
7320
7320
7320
7320
7320
7320
7320
7320
7320
7310
7310
7310
7310
7310
7310
7310
7310
7310
7310
73107310
7310
7310
7310
7310
7300
7300
7300
7300
7300
7300
7300
7300
7300
7300
7300
7300
7290
7290
7290 7290
7290
7290
7290
7290
7290
7290
7280
7280
7280
7280
7280
7280
7280
7280
7280
7270
7270
7270
7270
7270
7270
7260
7260
7260
7250
7320
PROPERTY LINE
WETLANDBOUNDARY
PROPOSED 100Y FLOODPLAIN
EXISTING 100Y FLOODPLAIN
FILL EXISTING RAVINEGRADE NEW SWALE
PROPOSED PRUDENT LINE
WETLANDBOUNDARY
P1
P2P3
P5
P4
>>
>>
>>
>>
<<
<<
<<
<<
<<
<<
<<
>
<<
<<
>
>
>
>
>
>
>
<
<
<
5%
3%
3%
3%
3%
6%
5%
3%
7%
3%
3%
1%
8%
3%
3%
1%
1%
2%
2%
1%
6%
3%
3%
MER
IDIA
N R
OA
D
SWALE
TO POND
TWIN
KLI
NG
STA
R L
AN
E
ALAMAR WAY
EARLY
LIG
HT
DRIV
E
ALAMAR WAY
SWALE TO POND
SWALE
TO
PO
ND
SWALE TO POND
SW
ALE
TO
PO
ND
12' LANE
2' SHLDR
10'
2'
4'
10' PUBLICIMPROVEMENT ESMT (PIE)
60' ROW10' PUBLIC
UTILITY ESMT (PUE)
10' PUBLICIMPROVEMENT ESMT (PIE)
10' PUBLICUTILITY ESMT (PUE)
12' LANE
2' SHLDR
2'
HOT MIX ASPHALT
AGGREGATE BASE COURSE
4:1
3:1MAX
2% 2%
4:1
3:1
MAX
<
CULVERT
EFFECTIVE 100Y FLOODPLAIN
SWALE
WETLAND BOUNDARY
P5
PC 100Y FP
DETENTION POND ID
DETENTION POND AREA
PRUDENT LINE
P:\
Sha
red
\Pro
ject
s\4
90
00
-49
99
9\4
93
00
-49
39
9\4
93
88
.McC
une R
anc
h\0
6-E
ngin
eeri
ng\V
ert
ex D
raw
ing
s\PD
\4
93
88
-PD
-Gra
de.d
wg
Mond
ay, M
arc
h 1
1, 2
01
9 4
:40
:39
PM
Cop
yri
ght
: 2
01
9 T
he V
ert
ex C
om
pa
nies,
Inc
.
0' 200' 400'
1
2
3
4
5
6
7
8
9
10
NO. REVISIONS
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
P:\
Sha
red
\Pro
ject
s\4
90
00
-49
99
9\4
93
00
-49
39
9\4
93
88
.McC
une R
anc
h\0
6-E
ngin
eeri
ng\V
ert
ex D
raw
ing
s\PD
\4
93
88
-PD
-Gra
de.d
wg
Mond
ay, M
arc
h 1
1, 2
01
9 4
:40
:40
PM
Cop
yri
ght
: 2
01
9 T
he V
ert
ex C
om
pa
nies,
Inc
.
SIT
E:
FOR:
24
20 W
. 26
th A
venu
e, S
uite
10
0-D
I
Den
ver, C
O 8
0211
Ma
in: 3
03
.62
3.9
11
6 I
V
ERTE
XEN
G.C
OM
MO
NU
MEN
T, C
OLO
RA
DO
80132
1864 W
OO
DM
ORE
DR, SU
ITE
100
PT
MC
CU
NE,
LLC
PRELIMINARY PLAN SET
ELBER
T, C
OLO
RA
DO
80106
17480 M
ERID
IAN
RO
AD
PREL
IMIN
ARY G
RA
DIN
G P
LAN
- N
ORTH
C1.1
49388
LPV
JCP
1/11/19
OF THE WEST HALF OF SECTION 19, TOWNSHIP 11 SOUTH, RANGE 64 WEST OF THE 6TH P.M., COUNTY OF EL PASO, STATE OF COLORADOA PARCEL OF PROPERTY LOCATED IN SECTIONS 13 & 24, TOWNSHIP 11 SOUTH, RANGE 65 WEST OF THE 6TH P.M. AND IN THE WEST HALF
3/8/19 PRELIMINARY RESUBMITTAL
1/11/19 PRELIMINARY RESUBMITTAL
WINSOME SUBDIVISION
NOTES:
1. EXISTING FLOODPLAIN AS SHOWN BASED ON FIRM MAP #08041C0350GPANEL 350 REVISED 12/7/2018, GENERATED BY GRAPHICAL OVERLAY.
2. REPLANT ALL DISTURBED OPEN SPACE AREAS WITH NATIVE GRASS.
MATCH LINE - SEE SHEET C1.2 - PRELIMINARY GRADING PLAN - SOUTH
STANDARD EPC RURAL LOCAL ROADWAY CROSS SECTION
C
O
L
O
R
A
D
O L
IC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
NA
L
E
N
G
I
N
E
E
R
43911LA
N
C
E
P
A
T
R
ICK
V
A
N
D
E
M
A
RK
3/11/19
PCD FILE NO SP-18-006
EL
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EC
EL
EC
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EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELEC
ELECELEC
ELECELEC
ELECELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC
ELECELEC ELEC ELEC ELEC
3
4
7
5
8
9
10
119
118
117116115
114
113
112
111
110
109
108
107
106
105
104
103
139 140 141
136137
138
128
129 130 131
127
126
124123 122 121 120
9195
96
97
98
99
100
101
102
828180797877
74
75
76
87
86 85 84 83
92 93
90
89
88
64
65
66
67
737170
69
68
50
51
6149
60
22
15
132
133
134
135
143
62
142
63
125
94
2
6.0 AC
5.18 AC
5.19 AC
6.12 AC
5.03 AC
5.17 AC
5.64 AC
5.43 AC
2.77 AC
2.82 AC
2.77 AC
5.32 AC
5.42 AC
5.45 AC
2.70 AC
5.08 AC
2.61 AC
2.86 AC
2.53 AC
2.66 AC2.56 AC
3.26 AC
3.30 AC
2.76 AC
2.57 AC
3.05 AC
2.88 AC
3.07 AC
3.06 AC
2.77 AC
2.54 AC
2.55 AC
3.08 AC
3.08 AC
3.34 AC
2.78 AC
2.52 AC
2.90 AC
2.69 AC
2.76 AC
3.49 AC
2.54 AC
2.54 AC
2.54 AC
2.54 AC
2.68 AC
2.81 AC
2.52 AC
2.52 AC
2.61 AC
2.90 AC
2.70 AC
2.75 AC
4.13 AC
2.68 AC
2.68 AC2.68 AC
3.32 AC
2.88 AC
2.97 AC
2.73 AC2.69 AC
2.87 AC
3.07 AC
3.04 AC
3.23 AC
3.37 AC
3.50 AC
2.83 AC
2.69 AC
2.52 AC
2.89 AC
2.62 AC
2.74 AC
2.89 AC
3.27 AC
2.95 AC
2.67 AC
5.74 AC
5.64 AC
2.61 AC
2.61 AC
1
5.58 AC
6
2.76 AC
3.24 AC
2.94 AC
2.99 AC
2.74 AC
72
2.61 AC
2.80 AC
3.32 AC
2.83 AC
2.81 AC
2.70 AC
2.57 AC
2.57 AC
2.61 AC
2.80 AC
2.74 AC
2.55 AC
2.63 AC
2.74 AC
2.75 AC
FUTURECOMMERCIAL
LOTTRACT A
2.84 AC
4.36 AC
21
20
5.50 AC
5.05 AC
7340
73407340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7340
7350
7350
7350
7350
7360
7360
7360
7360
7360
7370
7370
7370
7370
7380
7380
7380
7390
7390
7400
7350
7350
7350
7350
7350
7350
7350
7350
7350
7360
7360
7360
7360
73607360
7360
7360
73607360
7360
7360
7360
73707370
7370
7370
7370
7370
7370
7370
7370
7370
7370
7380
7380
7380
7380
7380
7380
7380
7380
7380
7380
7380
7380
7380
7390
7390
7390
7390
7390
7390
7390
7390
7390
7390
7390
7400
7400
7400
7330
7330
7330
7330
7330
7330
7330
7330
7320
7320
7320
7320
7320
7320
7310
7310
7310
7350
PROPERTY LINE
WETLANDBOUNDARY
PROPOSED 100Y FLOODPLAIN
EXISTING 100Y FLOODPLAIN
FILL EXISTING RAVINEGRADE NEW SWALE
PROPOSED PRUDENT LINE
P1
P6
>
>
>
>
>>
>>
>
>
>
>
>
>
5%
3%
3%
1%
1%
1%
2%
1%
2%
3%
5%
4%
3%
2%
1%
1%
3%
2%
2%
2%
5%
1%
1%
4% 2%
1%
4%
4%
2%
6%
2%
3%
2%
2%
3%
3% 1%
2%
3%
???
3%
HODGEN ROAD
MER
IDIA
N R
OA
D
SWALE
TO POND
HODGEN ROAD
EARLY
LIG
HT
DRIV
E
BIS
ON
MEA
DO
WS C
T
WIN
SO
ME
WA
Y
FLAPJACK LANE
MOSEY TRAIL
CLOVE HITCH CT
EARLY
LIG
HT
DRIV
E
ALAMAR WAY
RAMBLING ROAD
WOODRIDGE TERRACE
12' LANE
2' SHLDR
10'
2'
4'
10' PUBLICIMPROVEMENT ESMT (PIE)
60' ROW10' PUBLIC
UTILITY ESMT (PUE)
10' PUBLICIMPROVEMENT ESMT (PIE)
10' PUBLICUTILITY ESMT (PUE)
12' LANE
2' SHLDR
2'
HOT MIX ASPHALT
AGGREGATE BASE COURSE
4:1
3:1MAX
2% 2%
4:1
3:1
MAX
<
CULVERT
EFFECTIVE 100Y FLOODPLAIN
SWALE
WETLAND BOUNDARY
P5
PC 100Y FP
DETENTION POND ID
DETENTION POND AREA
PRUDENT LINE
0' 200' 400'
1
2
3
4
5
6
7
8
9
10
NO. REVISIONS
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
P:\
Sha
red
\Pro
ject
s\4
90
00
-49
99
9\4
93
00
-49
39
9\4
93
88
.McC
une R
anc
h\0
6-E
ngin
eeri
ng\V
ert
ex D
raw
ing
s\PD
\4
93
88
-PD
-Gra
de.d
wg
Mond
ay, M
arc
h 1
1, 2
01
9 4
:41
:05
PM
Cop
yri
ght
: 2
01
9 T
he V
ert
ex C
om
pa
nies,
Inc
.
SIT
E:
FOR:
24
20 W
. 26
th A
venu
e, S
uite
10
0-D
I
Den
ver, C
O 8
0211
Ma
in: 3
03
.62
3.9
11
6 I
V
ERTE
XEN
G.C
OM
MO
NU
MEN
T, C
OLO
RA
DO
80132
1864 W
OO
DM
ORE
DR, SU
ITE
100
PT
MC
CU
NE,
LLC
PRELIMINARY PLAN SET
ELBER
T, C
OLO
RA
DO
80106
17480 M
ERID
IAN
RO
AD
PREL
IMIN
ARY G
RA
DIN
G P
LAN
- S
OU
TH
C1.2
49388
LPV
JCP
1/11/19
OF THE WEST HALF OF SECTION 19, TOWNSHIP 11 SOUTH, RANGE 64 WEST OF THE 6TH P.M., COUNTY OF EL PASO, STATE OF COLORADOA PARCEL OF PROPERTY LOCATED IN SECTIONS 13 & 24, TOWNSHIP 11 SOUTH, RANGE 65 WEST OF THE 6TH P.M. AND IN THE WEST HALF
3/8/19 PRELIMINARY RESUBMITTAL
1/11/19 PRELIMINARY RESUBMITTAL
WINSOME SUBDIVISIONP:\
Sha
red
\Pro
ject
s\4
90
00
-49
99
9\4
93
00
-49
39
9\4
93
88
.McC
une R
anc
h\0
6-E
ngin
eeri
ng\V
ert
ex D
raw
ing
s\PD
\4
93
88
-PD
-Gra
de.d
wg
Mond
ay, M
arc
h 1
1, 2
01
9 4
:41
:05
PM
Cop
yri
ght
: 2
01
9 T
he V
ert
ex C
om
pa
nies,
Inc
.
MATCH LINE - SEE SHEET C1.1 - PRELIMINARY GRADING PLAN - NORTH C
O
L
O
R
A
D
O L
IC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
NA
L
E
N
G
I
N
E
E
R
43911LA
N
C
E
P
A
T
R
ICK
V
A
N
D
E
M
A
RK
3/11/19
PCD FILE NO SP-18-006
STANDARD EPC RURAL LOCAL ROADWAY CROSS SECTIONNOTES:
1. EXISTING FLOODPLAIN AS SHOWN BASED ON FIRM MAP #08041C0350GPANEL 350 REVISED 12/7/2018, GENERATED BY GRAPHICAL OVERLAY.
2. REPLANT ALL DISTURBED OPEN SPACE AREAS WITH NATIVE GRASS.