Wendell Estates_Roadway Layout Plans

PL PL PL PL PL
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
PL
PL
P
L
P
L
P
L
P
L
P
L
PL
PL
PL
PL
PL
PLPLPLPLPLPL
PL
PL
PL
R
O
W
R
O
W
PL PL PL PL
P
L
P
L
P
L
P
L
PL
PL
PL
PL
PL
PL
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
E
O
E
O
E
O
E
O
E
OE
OE
OE
OE
O
E
O
E
FH
T
T
T
P
P
HH
W
MC
S
X X X X X X
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
SE
E

S
H
E
E
T

C
3
.
1
SE
E

S
H
E
E
T

C
3
.
2
1
2
3
4
5
6
7
13
12
11
10
8
9
40
.
0
0
'
110.00'
40
.
0
0
'
4.31'
1
6
3
.
1
8
'
6 6 .9 8 '
1
3
6
.
6
9
'
8 .9 9 '
51.03
'
1
6
3
.
5
6
'
39.62
'
2 0 .4 7 '
60.01
'
1
6
0
.
0
8
'
60.00
'
21.29
'
8 .9 1 '
2 9 .9 4 '
1
4
6
.
4
1
'
4 .6 1 '
55.40
'
6 1 .6 0 '
1
0
5
.
3
9
'
6
2 .3 9 '
6 5 .4 1'
150.12'3.9
6
'
2
2
.
0
2
'
21
.
4
7
'
21
.
5
3
'
21
.
2
9
'
22
.
4
4
'
143.
4
4
'
56.03'
9.45
'
1
4
0
.
5
5
'
60.03'
5.4
7
'
9.
9
8
'
20
.
8
9
'
18
.
0
2
'
19.
2
0
'
24.8
6
'
32.8
5
'
1
4
0
.
8
3
'
5 9 .9 5 '
21.8
3
'
27
.
6
0
'
25.37'
0.33'
1
5
0
.
4
2
'
45.59
'
1 4 .4 0 '
59.2
6
'
13.15'
23.98'
1
3
4
.
6
8
'
60.00
'
39.69
'
53.66
'
1
2
9
.
5
2
'
1 0 .5 8 '
49.43
'
7.47'
60.5
7
'
1
5
5
.
9
0
'
6 2 .1 1 '
0.55'
1
2
3
4
5
6
7
13
12
11
10
8
9
1
2
3
4
5
6
7
13
12
11
10
8
9
67' ROW
52' ROW
27' BC-BC
39' BC-BC
5' CONCRETE
SIDEWALK (TYP.)
6' CONCRETE SIDEWALK
ALONG COLLECTOR STREETS
(TYP.)
R25'
(TYP.)
R25'
(TYP.)
25'x25' SIGHT
TRIANGLE (TYP.)
25'x25' SIGHT
TRIANGLE (TYP.)
PROPOSED SCM
(WET POND)
25' REAR
SETBACK (TYP.)
20' FRONT
SETBACK (TYP.)
SIDE
SETBACK (TYP.)
R25'
(TYP.)
67' ROW
39' BC-BC
PH
A
S
E

1
PH
A
S
E

3
R/W TO BE
DEDICATED
R/W TO BE
DEDICATED
PROPOSED
OS-3
PROPOSED
OS-1
PROPOSED
OS-4
PROPOSED
OS-5
PROPOSED
OS-24
10' TYPE 'C'
PERIMETER
BUFFER
10' TYPE 'C'
PERIMETER
BUFFER
PUBLIC DRAINAGE
EASEMENT (TYP.)
SCM MAINTENANCE
& ACCESS
EASEMENT (TYP.)
SCM MAINTENANCE
& ACCESS
EASEMENT (TYP.)
PROPOSED
OS-2
4:1 TAPER
4:1 TAPER
NCDOT OM3-R
DELINEATORS
NCDOT OM3-R
DELINEATORS
THERMOPLASTIC
(8" WHITE, 90 MILS)
DIAGONAL (TYP)
THERMOPLASTIC
(4" WHITE, 90 MILS)
EDGELINE (TYP)
6' CONCRETE
SIDEWALK (TYP.)
6' CONCRETE
SIDEWALK (TYP.)
R25'
(TYP.)
R30'
30" STD. CURB &
GUTTER (TYP)
30" STD. CURB &
GUTTER (TYP)
30" STD. CURB &
GUTTER (TYP)
30" STD. CURB &
GUTTER (TYP)
IPEMA CERTIFIED
PLAYGROUND
TEMPORARY MAIL
KIOSK LOCATION
15' x 430' SIGHT
DISTANCE TRIANGLE
15' x 500' SIGHT
DISTANCE TRIANGLE
20' TYPE "B"
BUFFER
PROPOSED
OS-10
BENCH W/
TRASH
RECEPTACLE
5' PAVED
PATH
5' PAVED
PATH
25' REAR
SETBACK (TYP.)
4:1 TAPER TO
6' OFF EOP
4:1 TAPER TO
6' OFF EOP
BENCH W/
TRASH
RECEPTACLE
SAFETY FENCE
(TYP.)
SAFETY FENCE
(TYP.)
SAFETY FENCE
(TYP.)
050'50'100'
SCALE: 1"=50' (Horiz.)
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
WENDELL ESTATES
CONSTRUCTION DOCUMENTS
CONSTRUCTION DOCUMENTS
FOR REVIEW PURPOSES ONLY 1
4300 Edwards Mill Road, Suite 200
Phone: [phone], Fax: [phone]
Raleigh, North Carolina 27612
F-1222
PRELIMINARY PLAN
FOR REVIEW PURPOSES
ONLY
PRELIMINARY PLAN
FOR REVIEW PURPOSES
ONLY
EAGLES RISE AVENU
E
(39' BC-BC, 67' PUBLI
C

R
/
W
)
ROAD

"
I
"
(27'
B
C
-
B
C
,

5
2
'

P
U
B
L
I
C

R
/
W
)
E
A
G
L
E

R
O
C
K

R
O
A
D

(
S
R

1
0
0
3
)
V
A
R
I
A
B
L
E

W
I
D
T
H

P
U
B
L
I
C

R
/
W
2024.02.23REVISED SUBMITTAL DUE TO TOWN OF WENDELL COMMENTS2
2023.11.17INITIAL SUBMITTAL1
C3.1
N/A
1"=50'
PEHH
AEF
ALP
JFS
C3.0 SITE PLAN.dwg
SITE PLAN
08968-0001
NOVEMBER 17, 2023
PL PL PL PL PL
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL PL
PL
X
X
X
X
X
X
X
X
X
X
X
X
X
XOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE OE OE OE OE OE OE OE OE
SE
E

S
H
E
E
T

C
3
.
1
SE
E

S
H
E
E
T

C
3
.
2
SEE SHEET C3.2
SEE SHEET C3.3
215
6
7
209 211210207208
219
218
217
216
213
214
18
19
20
13
21
14
22
15
23
16
17
205
188
190
189
186
187
200
199
198
191
193 192197
161
153160
152
167
159
151
166
158
150
165
157
149
164
156163
155162
154
130.00'
45
.
8
0
'
130.78'
59
.
2
9
'
58
.
2
9
'
105.00'
3
9
.2
7'
32
.
5
0
'
12
9
.
0
0
'
12
9
.
0
0
'
12
9
.
0
0
'
12
9
.
0
0
'
22.30'3 9 .2 7'
35
.
0
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
130.00'
35
.
0
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
130.00'
35
.
0
0
'
40
.
5
0
'
105.00'
3
9.
2
7
'
15
.
5
0
'
130.00'17
.
5
0
'
3 9 .2 7 '105.00'
42
.
5
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
130.00'
32
.
5
0
'
2.
5
0
'
35
.
0
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
115.00'
42
.
5
0
'
27
.
5
0
'
2 3 .5
6'
13
5
.
9
8
'
20.00'
2
3.
5
6'
11
5
.
0
0
'
18.00'56.90'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
40
.
0
0
'
110.00'
40
.
0
0
'
110.00'
40
.
0
0
'
110.00'
40
.
0
0
'
40
.
0
0
'
110.00'
40
.
0
0
'
40
.
0
0
'
110.00'
40
.
0
0
'
14
.
9
1
'
25
.
2
0
'
110.00'
2
5
.
7
7
'
14
.
9
1
'
4
0.17
'
110.00'
4
1.0
7
'
110.00'
4
0
.17
'
110.00'
4
1.
0
7
'
2
6
.
8
2
'
13
.
2
9
'
110.00'
13
.
2
9
'
2
7
.
4
3
'
40
.
0
0
'
110.00'
40
.
0
0
'
40
.
0
0
'
110.00'
40
.
0
0
'
201
35
.
0
0
'
130.00'
44
.
7
5
'
130.00'
35
.
0
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
130.00'
20
.
7
5
'
14
.
2
5
'
118.39'
44
.
7
5
'
182 183 184 185181
30.02'
12
4
.
5
0
'
55.02'
99
.
5
0
'
39 .
2 7 '35.00'
12
4
.
5
0
'
35.00'
35.00'
12
4
.
5
0
'
35.00'
35.00'
12
4
.
5
0
'
35.00'
54.58'
10
9
.
5
0
'
2 3 .5
6'
39.58'
4
0
.17
'
41.
0
7
'
150.12'3.9
6
'
2
2
.
0
2
'
21
.
4
7
'
21
.
5
3
'
21
.
2
9
'
22
.
4
4
'
143
.
4
4
'
9.45
'
5.4
7
'
9.
9
8
'
20
.
8
9
'
18
.
0
2
'
19.
2
0
'
24.8
6
'
21.8
3
'
27
.
6
0
'
25.37'
206
196
173
174
176
177
175
178
179
180
202
204
203
194195
50
.
2
5
'
35
.
0
0
'
35
.
0
0
'
35
.
0
0
'
24
.
7
5
'
3
1
.
4
2'
110.00'
18
1
.
5
4
'
37.3
3
'
16
9
.
0
2
'
35.00'35.00'
37.3
3
'
15
6
.
5
0
'
35.00'
20.5
0
'
16.72'
59
.
2
2
'
35
.
0
0
'
50
.
1
1
'
122.63'
102.10'
3
7.
5
7
'
15
.
5
6
'
35
.
0
0
'
122.17'
50
.
0
0
'
121.51'
35
.
0
0
'
130.00'
35
.
0
0
'
130.00'
35
.
0
0
'
130.00'
35
.
0
0
'
28
.
8
8
'
130.78'
29
.
3
4
'
13
.
8
3
'
130.00'
25
.
5
7
'
3 8 .4 8'
3.62'
83.81'
21.9
8
'
24
.
1
6
'
148
22.40'
35.4
9
'
1
1
0
.
0
2
'
63.69'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
28.00'
38.00'
23.00'
2
3.
5
6'
11
5
.
0
0
'
47.30'
47.30'
35.00'
35.00'
22.30'12.70'
12
9
.
0
0
'
35.00'35.00'
35.00'
35.00'
35.00'47.30'
10
4
.
0
0
'
168
172
171
170
169
35
.
0
0
'
35
.
0
0
'
40
.
0
0
'
3 1 .4 2'
110.00'35.00'35.00'
13
0
.
0
0
'
35.00'35.00'
13
0
.
0
0
'
130.00'
35
.
0
0
'
35
.
0
0
'
60
.
0
0
'
130.00'
130.00'
212
215
6
7
209 211210207208
219
218
217
216
213
214
18
19
20
13
21
14
22
15
23
16
17
205
188
190
189
186
187
200
199
198
191
193 192197
161
153160
152
167
159
151
166
158
150
165
157
149
164
156163
155162
154
201
182 183 184 185181
206
196
173
174
176
177
175
178
179
180
202
204
203
194195
148
168
172
171
170
169
212
215
6
7
209 211210207208
219
218
217
216
213
214
18
19
20
13
21
14
22
15
23
16
17
205
188
190
189
186
187
200
199
198
191
193 192197
161
153160
152
167
159
151
166
158
150
165
157
149
164
156163
155162
154
201
182 183 184 185181
206
196
173
174
176
177
175
178
179
180
202
204
203
194195
148
168
172
171
170
169
212
48.25'
80
.
0
0
'
31 .4 1 '28.25'
10
0
.
0
0
'
35.00'
35.00'
10
0
.
0
0
'
35.00'
30.51'4.4 9 '
10
0
.
0
7
'
35.00'
11.6 6 '23.48'
10
3
.
1
9
'
35.00'
35.18'
10
6
.
7
4
'
42.35'
20.44'33.4
4
'
88
.
9
0
'
67' ROW
39' BC-BC
67' ROW
39' BC-BC
52' ROW
27' BC-BC
52' ROW 27' BC-BC
67' ROW
39' BC-BC
52' ROW
27' BC-BC
20' ROW15' BC-BC
20' ROW 15' BC-BC
20' ROW
15' BC-BC
30' ROW
25' BC-BC
20' ROW 15' BC-BC
20' ROW
15' BC-BC
20' ROW 15' BC-BC
SIDE
SETBACK (TYP.)
10' FRONT SETBACK (TYP.)
25' REAR
SETBACK (TYP.)
10' FRONT
SETBACK (TYP.)
SIDE SETBACK (TYP.)
20' REAR SETBACK (TYP.)
20' REAR
SETBACK (TYP.)
25'x25' SIGHT
TRIANGLE (TYP.)
25'x25' SIGHT
TRIANGLE (TYP.)
25'x25' SIGHT
TRIANGLE (TYP.)
5' CONCRETE
SIDEWALK (TYP.)
5' CONCRETE
SIDEWALK (TYP.)
R25'
(TYP.)
R25'
(TYP.)
R25'
(TYP.)
R25'
(TYP.)
5' CONCRETE
SIDEWALK (TYP.)
PROPOSED SCM
(WET POND)
MAILBOX KIOSK
(TYP.)
POOL
PH
A
S
E

1
PH
A
S
E

3
PHASE 1
PHASE 3
IPEMA CERTIFIED
PLAYGROUND
DECK/PATIO TO
SATISFY WATER
ALLOCATION
REQUIREMENTS
PROPOSED
OS-06
PROPOSED
OS-14
PROPOSED
OS-22
PROPOSED
OS-15
PROPOSED
OS-17
PROPOSED
OS-19
PROPOSED
OS-20
PROPOSED
OS-24
PROPOSED
OS-9
10' TYPE 'C'
PERIMETER
BUFFER
10' TYPE 'C' PERIMETER
BUFFER
10' TYPE 'C'
PERIMETER
BUFFER
10' TYPE 'C'
PERIMETER
BUFFER
10' TYPE 'C'
PERIMETER
BUFFER
TEMPORARY
TURN-AROUND
ROAD "D" TO CONNECT TO
EAGLES CROSSING DRIVE
PUBLIC DRAINAGE
EASEMENT (TYP.)
PUBLIC DRAINAGE
EASEMENT (TYP.)
SCM MAINTENANCE &
ACCESS EASEMENT
(TYP.)
PROPOSED
OS-2
PROPOSED
OS-16
10' PAVED PATH
(TYP.)
BENCH W/
TRASH
RECEPTACLE
BENCH W/
TRASH
RECEPTACLE
BENCH W/
TRASH
RECEPTACLE
BENCH W/
TRASH
RECEPTACLE
COMMON
SPACE
6' CONCRETE
SIDEWALK ALONG
COLLECTOR
STREETS (TYP.)
6' CONCRETE SIDEWALK ALONG
COLLECTOR STREETS (TYP.)
6' CONCRETE SIDEWALK ALONG
COLLECTOR STREETS (TYP.)
30" STD. CURB &
GUTTER (TYP)30" STD. CURB &
GUTTER (TYP)
30" STD. CURB &
GUTTER (TYP)
30" STD. CURB &
GUTTER (TYP)
62'
PROPOSED
OS-10
5' PAVED
PATH
P
H
A
S
E

2
P
H
A
S
E

3
PROPOSED
OS-23
COMMON
SPACE
PROPOSED
OS-18
RETAINING WALL
(TYP.)
RETAINING
WALL (TYP.)
AMENITY SITE PLAN
TO BE PROVIDED IN
FUTURE SUBMITTAL
RETAINING WALL
(TYP.)
RETAINING WALL
(TYP.)
NCDOT TYPE 3
BARRICADE (TYP.)
NCDOT TYPE 3
BARRICADE (TYP.)
NCDOT TYPE 3
BARRICADE (TYP.)
NCDOT TYPE 3
BARRICADE (TYP.)
SAFETY FENCE
(TYP.)
SAFETY FENCE
(TYP.)
TEMPORARY
TURN-AROUND
155' OVERHEAD POWERLINE EASEMENT
OVERHEAD POWER
POLES (TYP.)
50'
31'
33'
OVERHEAD POWER
POLES (TYP.)
10' RETAINING WALL ACCESS
AND MAINTENANCE
EASEMENT
050'50'100'
SCALE: 1"=50' (Horiz.)
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
WENDELL ESTATES
CONSTRUCTION DOCUMENTS
CONSTRUCTION DOCUMENTS
FOR REVIEW PURPOSES ONLY 1
4300 Edwards Mill Road, Suite 200
Phone: [phone], Fax: [phone]
Raleigh, North Carolina 27612
F-1222
PRELIMINARY PLAN
FOR REVIEW PURPOSES
ONLY
PRELIMINARY PLAN
FOR REVIEW PURPOSES
ONLY
EAGLES RISE AVENUE
(39' BC-BC, 67' PUBLIC R/W)
ROAD "B"
(27' BC-BC, 52' PUBLIC R/W)
EA
G
L
E
S

C
R
O
S
S
I
N
G

D
R
I
V
E
(2
7
'

B
C
-
B
C
,

5
2
'

P
U
B
L
I
C

R
/
W
)
JA
Y
D
E
N

D
R
I
V
E
(3
9
'

B
C
-
B
C
,

6
7
'

P
U
B
L
I
C

R
/
W
)
SA
D
I
E

O
A
K
S

W
A
Y
(2
7
'

B
C
-
B
C
,

5
2
'

P
U
B
L
I
C

R
/
W
)
AL
L
E
Y

1
(2
5
'

B
C
-
B
C
,

3
0
'

P
R
I
V
A
T
E

R
/
W
)
AL
L
E
Y

2
(1
5
'

B
C
-
B
C
,

2
0
'

P
R
I
V
A
T
E

R
/
W
)
ALLEY 3
(15' BC-BC, 20' PRIVATE R/W)
AL
L
E
Y

4
(1
5
'

B
C
-
B
C
,

2
0
'

P
R
I
V
A
T
E

R
/
W
)
AL
L
E
Y

5
(1
5
'

B
C
-
B
C
,

2
0
'

P
R
I
V
A
T
E

R
/
W
)
ALLEY 10
(15' BC-BC, 20' PRIVATE R/W)
EA
G
L
E
S

C
R
O
S
S
I
N
G

D
R

(
S
R

5
6
5
0
)
50
'

P
U
B
L
I
C

R
/
W
50' RIPARIAN
BUFFER (TYP.)
20' ZONE 2
BUFFER (TYP.)
30' ZONE 1
BUFFER (TYP.)
30' CITY OF
RALEIGH
SANITARY SEWER
EASEMENT
30' CITY OF
RALEIGH
SANITARY SEWER
EASEMENT
2024.02.23REVISED SUBMITTAL DUE TO TOWN OF WENDELL COMMENTS2
2023.11.17INITIAL SUBMITTAL1
C3.2
N/A
1"=50'
PEHH
AEF
ALP
JFS
C3.0 SITE PLAN.dwg
SITE PLAN
08968-0001
NOVEMBER 17, 2023
3