eagles rise subdivision
TRANSCRIPT
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TEL
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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
ED
F
OR
:
DA
TE
:
PR
OJE
CT
E
NG
IN
EE
R:
SE
AL:
RE
VIS
IO
NN
O.
DA
TE
ELLIS
D
EV
ELO
PM
EN
TS
LT
D
09-03-2019
TO
M S
PA
ULD
IN
G
IR
IS
A
. M
IT
CH
ELL
MIII S
UR
VE
YIN
G- M
AR
K Y
AR
BR
OU
GH
EA
GLE
S R
IS
E S
UB
DIV
IS
IO
N
TO
WN
O
F W
EN
DE
LL, W
AK
E C
OU
NT
Y, N
OR
TH
C
AR
OLIN
A
S&
N F
IR
M C
ER
TIF
IC
AT
IO
N #: C
-1875
1.
PE
R T
OW
N O
F W
EN
DE
LL
12/11/2019
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:
2.
PE
R T
OW
N O
F W
EN
DE
LL
01/08/2020
3.
PE
R C
IT
Y O
F R
ALE
IG
H02/13/2020
4.
EA
SE
C
HA
NG
E03/05/2020
5.
PE
R T
OW
03/09/2020
6.
CLIE
NT
M
OD
IF
IC
AIT
ON
S04/29/2020
C-0.0
952-19
MA
ST
ER
P
LA
N/P
RE
LIM
IN
AR
Y P
LA
N
CO
VE
R S
HE
ET
INDEX TO PLANS
COVER
EC-1
C-1.0
C-2.0
C-2.1
C-5.0
C-5.1
C-5.2
L-1.0
COVER SHEET
EVIRONMENTAL SURVEY (BY OTHERS)
MASTER LAND USE PLAN
OVERALL UTILITY DISTRIBUTION PLAN
OVERALL UTILITY DISTRIBUTION PLAN
TYPICAL SECTIONS & DETAILS
ACTIVE OPEN SPACE DETAILS
IMPROVED PARK SPACE DETAILS
SUBDIVISION LANDSCAPE PLAN
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
970 TRINITY ROAD
RALEIGH, NORTH CAROLINA 27607
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'
EAGLES RISE SUBDIVISION
MASTER PLAN
TOWN OF 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
SEWER FLOW
172 UNITS @ 250 GPD/UNIT = 43,000 GPD
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.
PROJECT ADDRESS: 1425 EAGLE ROCK ROAD
TOWN OF WENDELL PIN: 1773-88-6927 TOWNSHIP: WENDELL
TOTAL PARCEL AREA: 38.99 AC DB: 008139 PG 00672 COUNTY: WAKE
EXISTING ZONING: RA REID: 0031633 STATE: NORTH CAROLINA
PROPOSED ZONING: R-4
TOTAL NUMBER OF LOTS: 172
SINGLE FAMILY LOTS = 82
TOWNHOME LOTS = 90
MINIMUM SETBACKS SF 50' SF 40' TOWNHOME
FRONT SETBACK 25' 25' 10'
REAR SETBACK 20' 20' 0'
SIDE SETBACK 5' 4' 0'
MINIMUM LOT SIZE: 4,400 SF (0.10 AC)
AVERAGE LOT SIZE: 5,837 SF (0.13 AC)
OPEN SPACE
PASSIVE : 514,672 SF (11.81 AC)
ACTIVE: 79,393 SF (1.82 AC)
IMPROVED PARK SPACE: 26,681 SF (0.61 AC)
IMPERVIOUS AREA = 313,634.98 SF (7.20 AC) TOTAL
(PRELIMINARY- SUBJECT TO MODIFICATION
DURING CONSTRUCTION DWGS)
- LOTS: 1.7 AC
- TRANSPORTATION: 5.5 AC
PROPOSED ZONING CONDITIONS - EAGLE ROCK SUBDIVISION :
1. UDO SECTION 2.3 A. - MULTIFAMILY DWELLINGS (LIMITED TO TOWNHOMES ONLY) SHALL BE APERMITTED USE IN R-4, AND THE MAXIMUM NUMBER OF TOWNHOMES SHALL NOT EXCEED 53% OFTHE TOTAL NUMBER OF UNITS - UDO SECTION 2.7 B. 2.
2. TOWNHOME BUILDINGS SHALL PROVIDE DETAILED DESIGN ALONG ALL PRIMARY ELEVATIONS ANDELEVATIONS FACING A PUBLIC STREET OR OPEN SPACE. DETAILED DESIGN SHALL BE PROVIDED BYUSING AT LEAST (3) OF THE FOLLOWING ARCHITECTURAL FEATURES AS APPROPRIATE FOR THEPROPOSED BUILDING TYPE AND STYLE (MAY VARY FEATURES ON REAR/SIDE/FRONT ELEVATIONS):DORMERS, GABLES, RECESSED ENTRIES, COVERED PORCH OR STOOP ENTRY, CUPOLAS OR TOWERS,PILLARS OR POSTS, EAVES (MINIMUM 10” PROJECTION WHICH MAY INCLUDE GUTTER), OFF-SETS INBUILDING FACE OR ROOF (MINIMUM 12”), BAY WINDOWS, BALCONIES, AND DECORATIVE PATTERNSON EXTERIOR FINISH (E.G. SCALES/SHINGLES, WAINSCOTING, AND SIMILAR FEATURES). SUFFICIENTWALL ARTICULATION IS ALSO REQUIRED TO AVOID LARGE UNBROKEN EXPANSES OF ROOF OR WALLPLANES INCLUDING THE STEPPING OF UNITS AND THE USE OF BAYS AND GABLES WHEREAPPROPRIATE.
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. 1. - THE MINIMUM LOT SIZE FOR SINGLE-FAMILY SHALL BE 4,400 SQ. FT.6. UDO SECTION 5 - FRONT-LOADED SINGLE-FAMILY LOTS SHALL HAVE A MINIMUM ALLOWED LOT
WIDTH OF 40 FEET.7. UDO SECTION 9.7.E.4.- MAXIMUM CUL-DE-SAC LENGTH SHALL EXCEED 300' ON STREET 'F' ONLY AS
NECESSARY TO PRESERVE ENVIRONMENTAL AND TOPOGRAPHIC FEATURES.
F
P
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
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ND
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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)
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0.46 AC
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7' R/W
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TEL
EXISTING
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EXISTING
CREEK
35
34
33
32
31
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29
27
28
107
108
109
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36
119.5'
S2° 58' 02"E
306.62
2
0
.0
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P
)
6
7
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R
/W
3
9
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(T
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)
PROP. 6' CONC.
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(TYP)
PROP. 5' CONC.
SIDEWALK (TYP)
5
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HC RAMP
(TYP)
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(T
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PROP. 30" CONC.
CURB & GUTTER
(TYP)
PROP. 30" CONC.
CURB & GUTTER
(TYP)
PROP. 30" CONC.
CURB & GUTTER
(TYP)
67'
R/W
39'
B-B
53'
R/W
29'
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2
9
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-
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OF PAVEMENT (TYP)
EXISTING R/W
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PROP. 5' CONC.
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1
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(
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16.0'
(T
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WITH FALL ZONE (SEE
SHEET C-5.1)
IEPMA PLAYGROUND
WITH FALL ZONE (SEE
SHEET C-5.1)
10' SCM ACCESS AND
MAINTENANCE
EASEMENT (TYP)
10' SCM ACCESS AND
MAINTENANCE
EASEMENT (TYP)
8" PAVED GREENWAY TRAIL
PEDESTRIAN ACCESS ONLY
4:1 TAPER FROM
53' R/W TO 67' R/W
5.0' C
ON
C. S
ID
EW
ALK
(T
YP
)
PROPOSED FENCE (TYP)
(SEE DETAIL SHEET C-5.2)
PR
OP
. C
OR
30.0'
SA
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EW
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EA
SE
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NT
(T
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)
5
3
'
R
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2
9
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39.0'
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67.0'
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PH
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PH
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1.00
1.78
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1.46
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18' (T
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11'
(TY
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5'
(TY
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(TYP)
6.5'
6.5
CO
NC
. S
/W
5.0
'
30" STANDARD
CURB & GUTTER
(TYP)
24' (T
YP
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PROJECT NUMBER
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N #: C
-1875
1.
PE
R T
OW
N O
F W
EN
DE
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12/11/2019
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:
2.
PE
R T
OW
N O
F W
EN
DE
LL
01/08/2020
3.
PE
R C
IT
Y O
F R
ALE
IG
H02/13/2020
4.
EA
SE
C
HA
NG
E03/05/2020
5.
PE
R T
OW
03/09/2020
6.
CLIE
NT
M
OD
IF
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AIT
ON
S04/29/2020
C-1.0
952-19
MA
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P
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N/P
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LIM
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MA
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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.
OPEN SPACE LEGEND
PASSIVE OPEN SPACE
ACTIVE OPEN SPACE
IMPROVED PARK SPACE
TYPICAL PARKING LOT DETAIL
SCALE: 1" = 20'
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
E B
UF
FE
R (T
YP
)
PROJECT BOUNDARY (TYP)
P
R
O
P
O
S
E
D
2
0
.
0
'
U
N
D
I
S
T
U
R
B
E
D
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
(
T
Y
P
)
E
X
IS
T
IN
G
6
0
'
R
/W
(T
Y
P
)
A
S
T
M
A
S
T
M
A
S
T
M
A
S
T
M
A
S
T
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A
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T
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2
0
' S
T
R
E
E
T
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A
R
D
B
U
F
F
E
R
ASTM
ASTM
ASTM ASTM
ASTM
ASTM
EXISTING
WETLAND
PR
OP
. 20.0' U
ND
IS
TU
RB
ED
LA
ND
SC
AP
E B
UF
FE
R (T
YP
)
5
0
.0
' N
E
U
S
E
R
IV
E
R
B
A
S
IN
B
U
F
F
E
R
(T
Y
P
)
EX
IS
TIN
G 155.0'
PO
WE
R LIN
E
EA
SE
ME
NT
(T
YP
)
PROJECT BOUNDARY (TYP)
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
EXISTING
POND
EXISTING
WILLIAM ROBERTS &
BENJAMIN TODD ROBERTS
D.B. 006883 PG. 00236
PIN 1773-98-7402
RE ID: 0128556
BM. 1983 PG. 1069
33.03 AC
PO
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BA
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US
E
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6
0
' R
/W
POCKET PARK
ACTIVE O.S.
0.46 AC
M
AIL
KIO
SK
/
VIS
ITO
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AR
KIN
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IT
Y
P
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K
IN
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POCKET PARK
ACTIVE O.S.
0.28 AC
POCKET PARK
ACTIVE O.S.
0.21 AC
ACTIVE O.S.
0.49 AC
MULTI-USE FIELD
IMPROVED PARK SPACE
0.61 AC
SCM 3
SCM
1
SCM
2
VA
N
V
A
N
8' PA
VE
D G
RE
EN
WA
Y T
RA
IL (T
YP
)
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2
0
' E
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'
P
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5
3
' R
/W
- 2
9
' B
-B
A
L
L
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'
2
0
' E
A
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- 1
6
'
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C
T
O
R
6
7
'
R
/
W
FIR
ST
LA
DY
D
RIV
E
53' R
/W
- 29' B
-B
CLY
DE
SID
E D
RIV
E
53' R
/W
- 29' B
-B
GO
OD
WIN
F
AR
M R
D
53' R
/W
- 29' B
-B
BR
ATTO
N R
OC
K L
AN
E 5
3'
R/W
- 29' B
-B
I
R
I
S
F
I
E
L
D
S
C
O
U
R
T
5
3
'
R
/
W
-
2
9
'
B
-
B
ALLE
Y 'D
'
20' E
AS
E- 16'
PA
VE
ALLE
Y 'E
'
20' E
AS
E- 16'
PA
VE
A
L
L
E
Y
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'
2
0
'
E
A
S
E
-
1
6
'
P
A
V
E
ALLE
Y 'C
'
20' E
AS
E- 1
6'
PA
VE
A
L
L
E
Y
'C
'
2
0
'
E
A
S
E
-
1
6
'
P
A
V
E
GO
OD
WIN
F
AR
M R
OA
D M
IN
OR
CO
LLE
CT
OR
67' R
/W
BRATTO
N R
OC
K LAN
E MIN
OR
CO
LLECTO
R 6
7' R/W
FIR
ST
LA
DY
D
RIV
E
53' R
/W
- 29' B
-B
N
E
L
S
O
N
H
O
P
S
C
O
U
R
T
5
3
' R
/W
- 2
9
'
B
-B
35
34
33
32
31
30
29
27
28
107
108
109
110
111
112
113
115
116
114
117
118
119
120
164
165
166
167
168
169
170
171
121
172
48
47
46
45
44
43
42
148
149
150
151
152
153
154
155
156
157
163
162
161
160
124
125
126
127
128
129
130
131
132
133
134
147
146
145
144
143
142
141
140
139
138
137
136
135
122
123
1
2
3
4
5
6
7
8
9
10
11
12
14
15
16
17
18
19
20
21
22
23
24
25
37
38
39
40
41
63
64
65
66
67
68
69
70
91
92
93
9495
9697
99
100
101
102
103
104
105
106
85
84
83
82
86
87
88
89
90
71
72
73
74
75
76
77
78
79
80
50
51
52
53
54
55
56
57
58
59
60
61
62
158
159
26
13
49
81
98
36
EXISTING CREEK
EXISTING CREEK
EXISTING
CREEK
EXISTING
CREEK
EXISTING
WETLAND
IF NATURAL BUFFER IS
DISTURBED IT SHALL BE
RE-ESTABLISHED PER THE 20'
TYPE "B" BUFFER REQUIREMENTS
PRESCRIBED IN THE UDO. SEE
TYPICAL 100' DETAIL
IF NATURAL BUFFER IS
DISTURBED IT SHALL BE
RE-ESTABLISHED PER THE 20'
TYPE "B" BUFFER
REQUIREMENTS PRESCRIBED
IN THE UDO. SEE TYPICAL 100'
DETAIL
IF NATURAL BUFFER IS
DISTURBED IT SHALL BE
RE-ESTABLISHED PER THE 20'
TYPE "B" BUFFER REQUIREMENTS
PRESCRIBED IN THE UDO. SEE
TYPICAL 100' DETAIL
262-AE;
LOCATE STREET TREES
IN 5' PLANTING STRIP BETWEEN
SIDEWALK AND BACK OF CURB
6-WO
3-WO
STREETYARD
PLANTINGS:
1 TREE PER 50 LF.
2-WO
IF NATURAL BUFFER IS
DISTURBED IT SHALL BE
RE-ESTABLISHED PER THE 20'
TYPE "B" BUFFER REQUIREMENTS
PRESCRIBED IN THE UDO. SEE
TYPICAL 100' DETAIL
BENCH (4)
BENCH (3)
THESE TWO TREES SHALL BE
INSTALLED WHEN THE
TEMPORARY TURNAROUND IS
REMOVED AND CONNECTION TO
ADJACENT PROPERTY IS MADE
THESE TWO TREES SHALL BE
INSTALLED WHEN THE
TEMPORARY TURNAROUND IS
REMOVED AND CONNECTION TO
ADJACENT PROPERTY IS MADE
THESE TWO TREES SHALL BE
INSTALLED WHEN THE
TEMPORARY TURNAROUND IS
REMOVED AND CONNECTION TO
ADJACENT PROPERTY IS MADE
CANOPY TREES
SPACED EVERY 25'
SHRUB SPACED
EVERY 6'
WO (TYP)
DBH (TYP)
SINGLE FAMILY
LOTS
TOWNHOME
LOTS
SINGLE FAMILY LOTS ARE A MIN. OF
40' WIDE
40'/5 = 8
8 SHRUBS REQUIRED FOR EACH
SINGLE FAMILY LOT
TOWNHOME LOTS ARE 18' WIDE FOR
INTERNAL LOTS AND 20'-24' WIDE FOR
EXTERNAL LOTS
18'/5 = 4
24' / 5 = 5
4 SHRUBS REQUIRED FOR EACH INTERNAL
LOT AND 5 SHRUBS REQUIRED FOR EACH
EXTERNAL LOT
FOUNDATION LANDSCAPE
REQUIREMENT:
1 SHRUB/5 LF OF DWELLING
FRONTAGE
AB (TYP)
STH (TYP)
LO (TYP)
IC (TYP)
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TMTL
A A
SSO
CIA
TES
5011
SO
UTHP
ARK
DRI
VE,
STE
. 200
- D
URHA
M, N
C 2
7713
p: (9
19) 4
84-8
880
e: i
nfo@
tmtla
.com
Know what's below.before you dig.Call
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10/3/2019
PMP
EAG
LE R
OC
K RO
AD
WEN
DEL
L, N
ORT
H C
ARO
LIN
AEA
GLE
RISE
SUBD
IVISI
ON
LAN
DSC
APE
PLA
N
1" = 100'
L-1
S
W
N
E
TYPICAL 100' SECTION OF A 20' WIDE TYPE "B" BUFFER (1" = 10')
EAGLE ROCK SUBDIVISION LANDSCAPE PLAN (1" = 100')
PLANTING DETAILS
GENERAL PLANTING NOTES
FOUNDATION LANDSCAPING TYP. (1" = 50')NOTES:1. EXACT LOCATIONS OF FOUNDATION SHRUBS SHALL BE DEPENDANT ON HOUSEFOOTPRINT AND DRIVEWAY/ WALKWAY LOCATIONS.2. BUILDINGS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY.
EXAMPLE OF BENCH LOCATED INPOCKET PARKS (NTS)