master plan/preliminary plan€¦ · 3.garage doors shall either contain windows or carriage style...
TRANSCRIPT
3
1
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SITE
PROJECT NUMBER
DRAWING
SHEET
PR
OJE
CT
S
UR
VE
YO
R:
PR
OJE
CT
D
ES
IG
NE
R:
PR
EP
AR
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F
OR
:
DA
TE
:
PR
OJE
CT
E
NG
IN
EE
R:
SE
AL
:
RE
VIS
IO
NN
O.
DA
TE
CL
IE
NT
N
AM
E
CL
IE
NT
A
DD
RE
SS
CL
IE
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L
OC
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N
09
-0
3-2
01
9
TO
M S
PA
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DIN
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IR
IS
A
. M
IT
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TB
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WE
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L, W
AK
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Y, N
OR
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C
AR
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IN
A
S&
N F
IR
M C
ER
TIF
IC
AT
IO
N #
: C
-1
87
5
The Spaulding Group, PAAND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART
WITHOUT PERMISSION FROM THE SPAULDING GROUP, PA. THIS
DRAWING IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO
BE RETURNED TO SPAULDING & NORRIS, PA, UPON REQUEST.
THIS DRAWING IS THE PROPERTY OF:
C-0.0
952-19
MA
ST
ER
P
LA
N/P
RE
LIM
IN
AR
Y P
LA
N
CO
VE
R
INDEX TO PLANS
COVER
EC-1
C-1.0
C-2.0
C-2.1
C-2.2
C-2.3
C-2.4
C-2.5
C-2.6
C-2.7
C-5.0
C-5.1
L-1.0
ARCH
COVER SHEET
EVIRONMENTAL SURVEY (BY OTHERS)
MASTER LAND USE PLAN
OVERALL UTILITY DISTRIBUTION PLAN
OVERALL UTILITY DISTRIBUTION PLAN
UTILITY DISTRIBUTION PLAN
UTILITY DISTRIBUTION PLAN
UTILITY DISTRIBUTION PLAN
UTILITY DISTRIBUTION PLAN
UTILITY DISTRIBUTION PLAN
UTILITY DISTRIBUTION PLAN
TYPICAL SECTIONS & DETAILS
PLAYGROUND DETAILS
SUBDIVISION LANDSCAPE PLAN
PRELIMINARY ELEVATIONS
VICINITY MAP
PLANNING AND ENGINEERING CONSULTANT:
THE SPAULDING GROUP, PA
1611 JONES FRANKLIN ROAD, SUITE 101
RALEIGH, NORTH CAROLINA 27606
PHONE: (919) 854-7990
FAX: (919) 854-7925
CONTACT: THOMAS J. SPAULDING, P.E. email: [email protected]
LANDSCAPE ARCHITECT:
TMTLA ASSOCIATES
5011 SOUTHPARK DRIVE, SUITE 200
DURHAM, NC 27713
PHONE: (919) 484-8880
FAX: (919) 484-8881
CONTACT: TONY M. TATE, RLA, email: [email protected]
SURVEYOR:
M-III, PLLC
?
?, NORTH CAROLINA ?
PHONE: (919)822-2222
CONTACT: RANDY MASON, PLS, email: [email protected]
ENVIRONMENTAL:
SAGE ECOLOGICAL SERVICES
3707 SWIFT DRIVE
RALIEGH, NORTH CAROLINA, 27606
PHONE: (919)559-1537
CONTACT: SEAN CLARK, email: [email protected]
1"=500'
EAGLE ROCK ROAD PROPERTY
MASTER PLAN/PRELIMINARY PLAN
WENDELL, WAKE COUNTY, NORTH CAROLINA
TOW PROJECT #: TBD
I hereby certify that this Plan was approved by the (Administrator) or (TRC) of
the Town of Wendell on the _______ day of ________20__.
______________________
Administrator
ZONING CONDITIONS1. UDO SECTION 2.3 A. - MULTIFAMILY DWELLINGS (LIMITED TO TOWNHOMES ONLY) SHALL BE A
PERMITTED USE IN R-4.2. TOWNHOME BUILDINGS SHALL PROVIDE DETAILED DESIGN ALONG ALL PRIMARY ELEVATIONS
AND ELEVATIONS FACING A PUBLIC STREET OR OPEN SPACE. DETAILED DESIGN SHALL BEPROVIDED BY USING AT LEAST (3) OF THE FOLLOWING ARCHITECTURAL FEATURES ASAPPROPRIATE FOR THE PROPOSED BUILDING TYPE AND STYLE (MAY VARY FEATURES ONREAR/SIDE/FRONT ELEVATIONS): DORMERS, GABLES, RECESSED ENTRIES, COVERED PORCH ORSTOOP ENTRY, CUPOLAS OR TOWERS, PILLARS OR POSTS, EAVES (MINIMUM 10” PROJECTIONWHICH MAY INCLUDE GUTTER), OFF-SETS IN BUILDING FACE OR ROOF (MINIMUM 12”), BAYWINDOWS, BALCONIES, AND DECORATIVE PATTERNS ON EXTERIOR FINISH (E.G.SCALES/SHINGLES, WAINSCOTING, AND SIMILAR FEATURES). SUFFICIENT WALL ARTICULATIONIS ALSO REQUIRED TO AVOID LARGE UNBROKEN EXPANSES OF ROOF OR WALL PLANESINCLUDING THE STEPPING OF UNITS AND THE USE OF BAYS AND GABLES WHERE APPROPRIATE.
3. GARAGE DOORS SHALL EITHER CONTAIN WINDOWS OR CARRIAGE STYLE ADORNMENTS.4. THE USE OF VINYL-SIDING SHALL BE PROHIBITED, EXCEPT FOR TRIM ELEMENTS OF THE
DWELLING UNIT FAÇADE.5. UDO SECTION 2.7 B. 2. - THE MAXIMUM NUMBER OF TOWNHOMES SHALL NOT EXCEED 51%
OF THE TOTAL NUMBER OF UNITS.6. UDO SECTION 2.7 B. 1. - THE MINIMUM LOT SIZE FOR SINGLE-FAMILY SHALL BE 4,400 SQ. FT.7. UDO SECTION 5 - FRONT-LOADED SINGLE-FAMILY LOTS SHALL HAVE A MINIMUM ALLOWED
LOT WIDTH OF 40 FEET.
SEWER FLOW
168 UNITS @ 250 GPD/UNIT = 42,000 GPD
BILLIE C LILES
PIN 1773-89-5727
RE ID: 0042201
SHERRI S SHIRLEY
D.B. 013314 PG. 00492
PIN 1773-78-1558
RE ID: 0303599
BM. 2002 PG. 1142
BILLIE C LILES
PIN 1773-79-7459
RE ID: 0042201
BM. 1987 PG. 00848
JUDY J GAY, TRUSTEE
WILLIAM ALBERT
PIN 1773-79-0154
DB. 015874
RE ID: 0036463
JOSEPH E HARRIS &
GAYBELLA B HARRIS
D.B. 001810 PG. 00640
PIN 1773-78-8838
RE ID: 0028808
LOUIS H ROGERS & BETTY D
ROGERS
D.B. 013544 PG. 02730
PIN 1773-79-4250
RE ID: 0050476
MAURICE L JOHNSON & MARIE J
AUSLEY
D.B. 013314 PG. 00492
PIN 1773-78-8657
RE ID: 0035977
JACKIE DARWIN RESPESS &
SHERRY G RESPESS
D.B. 003978 PG. 00608
PIN 1773-78-9581
RE ID: 0064887
CLARENCE A ROBERTS JR
PIN 1773-87-5905
RE ID: 0128555
BM. 1983 PG. 1069
WILLIAM M ROBERTS &
BENJAMIN T ROBERTS
D.B. 015760 PG. 01969
PIN 1773-97-2966
RE ID: 0060241
E
A
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F
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EXISTING
POND
EXISTING
POND
EXISTING
POND
EX
IS
TIN
G 155.0'
PO
WE
R LIN
E
EA
SE
ME
NT
(T
YP
)
P
R
O
P
O
S
E
D
1
/2
1
1
0
' R
/W
(5
5
.0
')
PR
OP
OS
ED
20.0' U
ND
IS
TU
RB
ED
LA
ND
SC
AP
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UF
FE
R (T
YP
)
WILLIAM ROBERTS & BENJAMIN TODD
ROBERTS
D.B. 006883 PG. 00236
PIN 1773-98-7402
RE ID: 0128556
BM. 1983 PG. 1069
33.03 AC
PROJECT BOUNDARY (TYP)
PROJECT BOUNDARY (TYP)
P
R
O
P
O
S
E
D
2
0
.
0
'
U
N
D
I
S
T
U
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B
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L
A
N
D
S
C
A
P
E
B
U
F
F
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R
(
T
Y
P
)
E
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IS
T
IN
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6
0
'
R
/W
(T
Y
P
)
5
0
.
0
'
N
E
U
S
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R
I
V
E
R
B
A
S
I
N
B
U
F
F
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R
(
T
Y
P
)
POCKET PARK
ACTIVE O.S.
0.46 AC
25
26
27
28
29
30
31
33
34
103
104
105
106
107
108
109
111
112
110
113
114
115
116
160
161
162
163
164
165
166
167
S
T
R
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E
T
'B
'
5
0
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/W
- 2
9
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6
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117
32
168
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46
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44
43
42
41
40
144
145
146
147
148
149
150
151
152
153
159
158
157
156
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120
121
122
123
124
125
126
127
128
129
130
143
142
141
140
139
138
137
136
135
134
133
132
131
118
119
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
35
36
37
38
39
60
61
62
63
64
65
66
67
88
89
90
91
92 93
94
95
96
97
98
99
100
101
102
82
81
80
79
83
84
85
86
87
68
69
70
71
72
73
74
75
76
77
78
47
48
49
50
51
52
53
54
55
56
57
58
59
154
155
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POCKET PARK
ACTIVE O.S.
0.28 AC
POCKET PARK
ACTIVE O.S.
0.21 AC
2
0
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ASTM
ASTM
ASTM
ASTM
ASTM
ASTM
ACTIVE O.S.
0.49 AC
8' PA
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8' PA
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EXISTING
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EXISTING
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PR
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ND
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N
7
5
°
4
5
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5
"
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4
6
3
.4
0
R=
300.00
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L=
181.72'
S2° 54' 06"E
51.31
R
=
2
0
5.0
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8'
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4.4
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S2° 58' 02"E
306.62
S87°
01' 58"W
1043.50
S2° 58' 02"E
92.10
R
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(
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T
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PROP. 6' CONC.
SIDEWALK
(TYP)
PROP. 5' CONC.
SIDEWALK (TYP)
5
'
(
T
Y
P
)
HC RAMP
(TYP)
R
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0
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(T
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ID
EW
ALK
(T
YP
)
PROP. 30" CONC.
CURB & GUTTER
(TYP)
PROP. 30" CONC.
CURB & GUTTER
(TYP)
PROP. 30" CONC.
CURB & GUTTER
(TYP)
52'
R/W
29'
B-B
50'
R/W
29'
B-B
2
9
'
B
-
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5
0
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R
/
W
50'
R/W
29'
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2
9
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/W
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(
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)
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3
0
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0
'
EXISTING EDGE
OF PAVEMENT (TYP)
EXISTING R/W
PROPOSED R/W
PROP. 5' CON.
SIDEWALK (TYP)
1
8
'
9
'
9'
18'
EXISTING CREEK
EXISTING CREEK
R
2
7
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0
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(
T
Y
P
)
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2
7
.0
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(T
Y
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2
7
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0
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(
T
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)
R
2
2
.
0
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(
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)
R
2
7
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0
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(
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2
7
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T
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2
7
.
0
'
(
T
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P
)
R
2
2
.
0
'
(
T
Y
P
)
FIRETRUCK
TURNAROUND
R
2
7
.
0
'
(
T
Y
P
)
FIRETRUCK TURNAROUND
R
2
7
.
0
'(
T
Y
P
)
16.0'
(T
YP
)
IEPMA PLAYGROUND
WITH FALL ZONE (SEE
SHEET C-5.1)
IEPMA PLAYGROUND
WITH FALL ZONE (SEE
SHEET C-5.1)
PROJECT NUMBER
DRAWING
SHEET
PR
OJE
CT
S
UR
VE
YO
R:
PR
OJE
CT
D
ES
IG
NE
R:
PR
EP
AR
ED
F
OR
:
DA
TE
:
PR
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CT
E
NG
IN
EE
R:
SE
AL
:
RE
VIS
IO
NN
O.
DA
TE
CL
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N
AM
E
CL
IE
NT
A
DD
RE
SS
CL
IE
NT
L
OC
AT
IO
N
09
-0
3-2
01
9
TO
M S
PA
UL
DIN
G
IR
IS
A
. M
IT
CH
EL
L
TB
D
EA
GLE
R
OC
K R
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D P
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PE
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WE
ND
EL
L, W
AK
E C
OU
NT
Y, N
OR
TH
C
AR
OL
IN
A
S&
N F
IR
M C
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The Spaulding Group, PAAND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART
WITHOUT PERMISSION FROM THE SPAULDING GROUP, PA. THIS
DRAWING IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO
BE RETURNED TO SPAULDING & NORRIS, PA, UPON REQUEST.
THIS DRAWING IS THE PROPERTY OF:
C-1.0
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GENERAL NOTES
1. BOUNDARY INFORMATION AND ALL JURISDICTIONAL STREAMS AND WETLANDS
DELINEATED AND LOCATED BY SURVEY FROM M-III, PLLC.
2. FIELD TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF WENDELL STANDARDS AND
SPECIFICATIONS.
5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND AND SHALL CONFORM TO THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
6. WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NC BUILDING CODE, VOLUME C, ACCESSIBILITY.
7. SIGN PERMITS SHALL BE REQUIRED FOR ANY SIGNAGE IN THE TOWN OF WENDELL.
PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS.
SIGN PERMITTING IS A SEPARATE SUBMITTAL, REVIEW AND APPROVAL PROCESS.
8. AN EROSION CONTROL PERMIT IS REQUIRED FROM WAKE COUNTY ENVIRONMENTAL
SERVICES PRIOR TO ANY GRADING ON THIS SITE. GRADING CONTRACTOR SHALL
CONTACT WAKE COUNTY FOR FINAL VERIFICATION OF ON-SITE EROSION CONTROL
MEASURES PRIOR TO CONSTRUCTION.
9. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING
AUTHORITY.
10. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE TOWN OF WENDELL'S STANDARDS.
11. DO NOT SCALE DRAWINGS. DIGITAL INFORMATION SHALL BE PROVIDED FOR
CONSTRUCTION.
12. ALL DIMENSIONS ARE REFERENCED FROM BACK OF CURB TO BACK OF CURB.
13. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN
ALL LOCATIONS.
14. BUILDINGS SHALL BE FIELD STAKED BY A PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION.
15. ALL PARKING AREAS SHALL BE SURFACED WITH 6" CABC AND 2
1
2
" ASPHALT. DRIVE
AISLES SHALL BE SURFACES WITH 8" CABC AND 2
1
2
" ASPHALT.
16. PROVIDE ELECTRICAL SERVICE TO ALL SIGN LOCATIONS.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF
ANY PROPOSED EASEMENTS REQUIRED BY THIS PLAN PRIOR TO THE CERTIFICATE
OF OCCUPANCY.
18. THE MUNICIPAL ADDRESS SHALL BE DISPLAYED ON ALL BUILDINGS AT LEAST 12"
TALL, READILY VISIBLE FROM THE STREET AND IN A COLOR CONTRASTING THE
BACKGROUND.
19. ALL GRADES SHOWN ARE FINISHED TOP OF MULCH. NEVER FILL MULCH ABOVE
FINISH FLOOR ELEVATIONS.
20. LOT RECORDATION NEEDS TO OCCUR PRIOR TO OBTAINING A BUILDING PERMIT FOR
THIS SITE.
21. THE OWNER/BUILDING MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER, OR
AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS
INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED PLANS AND ANY
APPLICABLE CONDITIONS.
LEGEND
MASTER PLAN BOUNDARY
EXISTING PROPERTY LINE
ADJOINER PROPERTY LINE
STREAM CENTERLINE
100-YEAR FLOOD PLAIN
50' NEUSE RIVER BASIN BUFFER
WETLAND EDGE
WETLANDS