ELLIS DEVELOPMENTS 4TH ST. TOWNHOMES MATTOX … · ssssssssssssss ssssssssssssss ssssssssssssss...
Transcript of ELLIS DEVELOPMENTS 4TH ST. TOWNHOMES MATTOX … · ssssssssssssss ssssssssssssss ssssssssssssss...
E N G I N E E R I N G
Curry 205 S. Fuquay AvenueFuquay-Varina, NC 27526
(919) 552-0849(919) 552-2043C
UR
RY E NG I NEERS
NO
R T H C A R O L I NA
E S T . 1 0
NC LIC. NO. P-0799
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:47 P
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PROFESSIONAL'S SEAL
DATE:FILE NO.
HORZ. SCALE:ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT
MASTER PLAN
ELLIS DEVELOPMENT - 4TH ST. TOWNHOMES
NOVEMBER 4, 20192019-046
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Strong Rock Development Company/Ellis Developments
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
919.770.4174 (c)
Contact: Josh Lambert
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
1 1/7/2020 REV. PER TRC COMMENTS2 2/6/2020 REV. PER TRC COMMENTS3 2/28/2020 REV. PER TRC COMMENTS
Civil Engineering:
SCALE: NTS
VICINITY MAP
ELLIS DEVELOPMENTS4TH ST. TOWNHOMES
N
The Curry Engineering Group, PLLC
NC License # P-0799
PO Box 2018
205 S. Fuquay Ave
Fuquay-Varina, NC 27526
919.552.0849 (o)
919.880.9857 (m)
Contact: Don Curry, PE
Developer:
"THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE FOLLOWING PLANS, AND THE STANDARD SPECIFICATIONSOF THE TOWN OF WENDELL. THE ENGINEER WHOSE SEAL ANDSIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARDSPECIFICATIONS OF THE TOWN OF WENDELL HAVE BEENTHOROUGHLY CHECKED AND ARE APPLICABLE TO THIS PARTICULARPROJECT. ANY EXCEPTIONS TO THE STANDARD SPECIFICATIONSAPPLICABLE ARE SHOWN ON SHEET N/A OF THESE DRAWINGS"
TOWN OF WENDELLWAKE COUNTY, NORTH CAROLINA
1st SUBMITTAL TO TOWN OF WENDELL: NOVEMBER 7, 2019
2nd SUBMITTAL TO TOWN OF WENDELL: JANUARY 7, 2020
3rd SUBMITTAL TO TOWN OF WENDELL: FEBRUARY 6, 2020
4th SUBMITTAL TO WENDELL: FEBRUARY 28, 2020
MASTER PLAN SUBDIVISIONWENDELL PROJECT # _______
GOVERNING AGENCIES:
UTILITY AGENCIES:
PLANNING/ZONING/LANDSCAPE:TOWN OF WENDELLPLANNING DEPT.15 EAST FOURTH ST.WENDELL, NC 27591919-365-4448CONTACT: MR. DAVID BERGMARK
US ARMY CORPS OF ENGINEERS (USACE)USACE RALEIGH FIELD OFFICE3331 HERITAGE TRADE DR. SUITE 105WAKE FOREST, NC 27587919-554-4884CONTACT: MR. JAMES LASTINGER
EROSION CONTROL:WAKE COUNTYEROSION CONTROL336 FAYETTEVILLE ST.RALEIGH, NC 27602919-796-8769CONTACT: KARYN PAGEAU
STORMWATER
WATER & SEWERCITY OF RALEIGHPUBLIC UTILITIES DEPT.1 EXCHANGE PLAZA, SUITE 620RALEIGH, NC 27601919-996-3487CONTACT: MR. KEITH A. TEW, PE
NCDENR-DWQ SEWERNCDENR RALEIGHREGIONAL OFFICE3800 BARRETT DRIVERALEIGH, NC 27609919-791-4232
NCDENR-PUBLIC WATER SUPPLYNCDENR DIVISION OF WATER RESOURCESRALEIGH REGIONAL OFFICE3800 BARRETT DRIVERALEIGH, NC 27609919-791-4232
Strong Rock Development
Company/Ellis Developments
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
919-770-4174 (m)
Contact: Josh Lambert
COVER SHEET
C-00
N.T.S
CONDITIONS OF APPROVAL
PRELIMINARY APPROVAL IS CONTINGENT UPON 401/404 APPROVAL DUE PRIOR TOCONSTRUCTION PLAN APPROVAL. ANY IMPACTS SHALL ALSO BE APPROVED PRIORTO CONSTRUCTION PLAN APPROVAL.
DRAWING INDEX
C-00 COVER SHEET
C-01 CIVIL NOTES
C-02 EXISTING CONDITIONS PLAN
C-03 SITE LAYOUT
C-04 UTILITY LAYOUT
L-01 LANDSCAPE LAYOUT
CASE #
REZONING CONDITIONS OF APPROVAL
SITE INFORMATION
EXISTING ZONING:
COUNTY:
LOCATION:
PARENT PIN:DB/PG:
ACREAGE:
WAKE
LAND CLASS: VACANT
RIGHT OF WAY & OTHER AREAS:RIGHT OF WAY DEDICATION:NATURAL WETLANDS: 0.066 AC
0.016 AC
0.60 AC.
015922 / 016621784-80-2530 & 1784-80-3458
LOT ACREAGE:TOTAL NUMBER PROPOSED LOTS:PROPOSED DENSITY:MINIMUM PROPOSED LOT SIZE:MAXIMUM PROPOSED LOT SIZE:AVERAGE PROPOSED LOT SIZE: 1,900 SF
1,900 SF1,900 SF8.50 DU/AC9
SIDE YARD:FRONT YARD: 0'
0' (5'/10' BETWEEN BUILDINGS)REAR YARD: 0'
MINIMUM BUILDING SETBACKS:
MINIMUM PROPOSED LOT WIDTH: 20'NUMBER OF PHASES: 1
IMPERVIOUS AREAS:ROADWAYS: 12,111 SF (0.28 AC)SIDEWALKS:LOTS (1,900 SF/LOT):TOTAL ON-SITE IMPERVIOUS AREA:TOTAL ON-SITE IMPERVIOUS PERCENT:UTILITY DEMANDSSEWAGE USAGE: 3,240 GPD
WATER USAGE:
197 SF (0.005 AC)17,100 SF (0.39 AC)29,408 SF (0.68 AC)64.2%
9 UNITS X 360 GPD/UNIT3,600 GPD
OPEN SPACE BREAKDOWN:1.06 AC
REQUIRED OPEN SPACE (1000 SF/UNIT): 9,000 SFPROPERTY BOUNDARY:
REAR LANDSCAPE BUFFER ADJ. TOPIN 0566, 1618, & 2609 (15' MIN): 2,441 SF (0.056 AC)REAR OPEN SPACE: 9,510 SF (0.218 AC)
9 UNITS X 400 GPD/UNIT
R3
0 E. FOURTH ST.WENDELL, NC 27591
0.46 AC.
Surveyor:
Taylor Land Consultants
5448 Apex Peakway
Apex, NC 27502
919.801.1104 (o)
919.337.7998 (m)
Contact: Jeremy Taylor, PLS
TOTAL: 16,290 SF (0.374 AC)
SITE
N. H
OLLY
BROO
K RD.
EAST 4TH STREET
WENDELL BLVD
MATTOX ST.
N. SELMA RD.
1. VINYL SIDING IS NOT PERMITTED; HOWEVER, VINYL WINDOWS, DECORATIVEELEMENTS AND TRIM ARE PERMITTED.
2. GARAGE DOORS MUST HAVE WINDOWS, DECORATIVE DETAILS OR CARRIAGE-STYLEADORNMENTS ON THEM.
3. A VARIED COLOR PALETTE SHALL BE UTILIZED ON HOMES THROUGHOUT THESUBDIVISION TO INCLUDE A MINIMUM OF THREE-COLOR FAMILIES FOR SIDING ANDSHALL INCLUDE VARIED TRIM, SHUTTER, AND ACCENT COLORS COMPLEMENTINGTHE SIDING COLOR, FOR THE WHOLE DEVELOPMENT.
4. THE REAR AND SIDE ELEVATIONS OF THE UNITS THAT CAN BE SEEN FROM THERIGHT-OF-WAY SHALL HAVE TRIM AROUND THE WINDOWS.
5. THERE SHALL BE A VARIABLE WIDTH LANDSCAPED BUFFER TO THE NORTH WITH AMINIMUM DIMENSION OF 15'.
6. A 15' LANDSCAPE PERIMETER BUFFER SHALL BE PROVIDED ALONG THENORTHWEST CORNER PROPERTIES PER FEEDBACK FROM THE NC STATE HISTORICPRESERVATION OFFICE [SHPO].
7. ALL UNITS SHALL BE SOLELY REAR LOADED.8. THE DEVELOPMENT WILL INCLUDE A DEDICATED, WALK-UP MAIL KIOSK FOR THE
RESIDENTS.9. PEDESTRIAN WAYFINDING [SIGNAGE] SHALL BE INCLUDED FOR THE POCKET PARK
AND OPEN SPACE ACCESS.10. LANDSCAPE BUFFER ALONG WESTERN PROPERTY LINE IS NOT REQUIRED.
WAKE COUNTYSTORMWATER336 FAYETTEVILLE ST.RALEIGH, NC 27602919-418-3791CONTACT: BARNEY BLACKBURN
PROPOSED ZONING: NC-CD
SIDE & INTERIOR OPEN SPACE 4,339 SF (0.100 AC)
PHILLIP HARRIS
PIN: 1784-80-4446
D.B. 17057, PG 342
FLOYD EVAN &
MAKAELA CHRISTINE WOOD
PIN: 1784-80-4644
D.B. 17256, PG 1001
B.M. 2016, PG 206
JOSH RAY JR. MILLS &
AYANNA NINO BLEVINS
PIN: 1784-80-3685
D.B. 17358, PG 2749
B.M. 2016, PG 206
BRANDIE LEANN BEEBE
PIN: 1784-80-3625
D.B. 17462, PG 2064
B.M. 2016, PG 206
DILLON EUGENE PARKER &
ERIN LEIGH PIOTRKOSKI
PIN: 1784-80-2676
D.B. 17463, PG 684
B.M. 2016, PG 206
CHRISTOPHER B. MURRAY
PIN: 1784-80-2609
D.B. 15065, PG 862
B.M. 1989, PG 1354
AUBREY S. & ANN KNOTT
BAYNES
PIN: 1784-80-1618
D.B. 3334, PG 687
CRAIG HYMAN
PIN: 1784-80-0566
D.B. 17446, PG 1611
B.M. 1928, PG 133
HEIRS OF JOHN
RICHARDSON
PIN: 1784-80-0571
D.B. 14-E, PG 2651
HEIRS OF JOHN
RICHARDSON
PIN: 1784-80-0475
D.B. 14-E, PG 2651
W W W W W W W W W W W W W W W W W W W W W W W
T
SDSD
SD
EX. EDGE OF PAVEMENT
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
EX. SSMH
RIM: 330.71
INV: 322.11'
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
WTLD
e . f o u r t h s t r e e t
65' PUBLIC RIGHT-OF-WAY
USE=VACANT
ZONING=R3
USE=VACANT
ZONING=R3
USE=VACANT
ZONING=R3
USE=VACANT
ZONING=MI
TUTTLE, JUNE W.
PIN: 1784-80-2245
D.B. 000471, PG 00-E
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
9
8
7
6
5
1
4
3
2
95.00
'
20.00' 20.00' 20.00' 20.00' 20.00'
95.00
'
20.00' 20.00' 20.00' 20.00' 20.00'
95.00
'
95.00
'
95.00
'
95.00
'
95.00
'
20.00' 20.00' 20.00' 20.00'
95.00
'
20.00' 20.00' 20.00' 20.00'
95.00
'
95.00
'
95.00
'
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
LOT
1,900 SQFT.0.04 AC.
CBU
ROADWAY CENTER LINE
RIGHT OF WAY LINELOT LINE
SETBACK LINESCM LIMITS
VALLEY CURB & GUTTERSTANDARD CURB & GUTTER
WCR WHEELCHAIR RAMPSIGN
SPILL CURB & GUTTER
STREET LIGHT
CLUSTER MAILBOX UNIT
UTILITY/STORM EASEMENTSTREET TREE EASEMENT
20' 40'
SCALE IN FEET
10'20'SCALE: 1 IN = 20 FT
SCALE IN FEETHORIZONTAL
0
N
E N G I N E E R I N G
Curry 205 S. Fuquay AvenueFuquay-Varina, NC 27526
(919) 552-0849(919) 552-2043C
UR
RY E NG I NEERS
NO
R T H C A R O L I NA
E S T . 1 0
NC LIC. NO. P-0799
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3/6/2
020 3
:48 P
M
PROFESSIONAL'S SEAL
DATE:FILE NO.
HORZ. SCALE:ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT
MASTER PLAN
ELLIS DEVELOPMENT - 4TH ST. TOWNHOMES
NOVEMBER 4, 20192019-046
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Strong Rock Development Company/Ellis Developments
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
919.770.4174 (c)
Contact: Josh Lambert
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
1 1/7/2020 REV. PER TRC COMMENTS2 2/6/2020 REV. PER TRC COMMENTS3 2/28/2020 REV. PER TRC COMMENTS
EXISTING WETLANDS (0.066AC) TO BE IMPACTED
MAILBOXKIOSK
5' CONC. SIDEWALK
SITE LAYOUT
C-03
1. ALL CONSTRUCTION SHALL BE PER TOWN OF WENDELL STANDARDS ANDSPECIFICATIONS.
2. ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE
NOTED.4. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND
UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL
BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BYA LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN ANDTHE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTYPROTECTED FROM DAMAGE
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPONCOMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURINGCONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/ORMATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITYPOLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT AREDISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALLBE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THEAPPROPRIATE SPECIFICATIONS.
9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMEDNECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONSTHEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FORREVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWEDWITHOUT APPROVAL BY THE FACILITY DESIGNER.
10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATIONPURPOSES ONLY.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
12. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAINOUT OF SIGHT TRIANGLES AS SHOWN ON PLANS.
13. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT.MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINFOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIMEGREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
14. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERSASSOCIATION.
15. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THETOWN OF WENDELL FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
16. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINALPLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPESHALL BE PER AS-BUILT LOCATIONS.
17. AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILYRESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL TO BE OWNED AND MAINTAINEDBY THE HOME OWNERS ASSOCIATION OF THE NEIGHBORHOOD.
LEGEND:
SITE NOTES:
30" STANDARD CURB & GUTTER
10'20' PRIVATEALLEY
11'
1" = 20'
15' PERIMETERLANDSCAPE BUFFER
R17' R17' 7' PLANTING AREA
4:1 TAPER
4:1 TAPER
20'
18'9'
4:1 TAPER
R10'
R2' R2' R2' R5' R2' R2' R2' R2'
R10'R5'
20'
WCR
WCR
LC RD.
PROPOSED ROW = 52'
11'2.5'
27' ROADWAY
11'
3:1
3:13:1
3:12.5'
12.5' 12.5'
5'SIDEWALK
.5'
2%2%
SCALE:
1C-03
E. 4TH STREET WIDENINGNTS
2%2%
TIE TO EXISTING
30" STANDARDCURB & GUTTER TIE TO
EXISTING
30" STANDARDCURB & GUTTER
SIDEWALK7'7'5'.5'
NOTE: ENTIRE SECTION IS SHOWN, HOWEVER,PROPOSED WIDENING IS ONLY FOR PROPERTY FRONTAGE.
14 SPACES @ 9'1 H/C SPACE @ 9'
R2.5'
R28'
MULCHED ORSIDEWALK PATH TOGATHERING SPACE
WITH BENCHES(FINAL LAYOUT
SUBJECT TOCHANGE)
SUPPLEMENT VEGETATION -
JAPANESE VIBURNUM (VJ)
JAPANESE ZELKOVA (ZS)
CAMELLIA (CJ)SASANQUA CAMELIA (CS)
TRIDENT MAPLE (AB)
PHILLIP HARRIS
PIN: 1784-80-4446
D.B. 17057, PG 342
FLOYD EVAN &
MAKAELA CHRISTINE WOOD
PIN: 1784-80-4644
D.B. 17256, PG 1001
B.M. 2016, PG 206
JOSH RAY JR. MILLS &
AYANNA NINO BLEVINS
PIN: 1784-80-3685
D.B. 17358, PG 2749
B.M. 2016, PG 206
BRANDIE LEANN BEEBE
PIN: 1784-80-3625
D.B. 17462, PG 2064
B.M. 2016, PG 206
DILLON EUGENE PARKER &
ERIN LEIGH PIOTRKOSKI
PIN: 1784-80-2676
D.B. 17463, PG 684
B.M. 2016, PG 206
CHRISTOPHER B. MURRAY
PIN: 1784-80-2609
D.B. 15065, PG 862
B.M. 1989, PG 1354
AUBREY S. & ANN KNOTT
BAYNES
PIN: 1784-80-1618
D.B. 3334, PG 687
CRAIG HYMAN
PIN: 1784-80-0566
D.B. 17446, PG 1611
B.M. 1928, PG 133
HEIRS OF JOHN
RICHARDSON
PIN: 1784-80-0571
D.B. 14-E, PG 2651
HEIRS OF JOHN
RICHARDSON
PIN: 1784-80-0475
D.B. 14-E, PG 2651
CONNIE BROUGHTONMURRAY
PIN: 1784-80-2530D.B. 15922, PG 1662B.M. 1989, PG 1354
26,275 S.F.0.60 Ac.
CONNIE BROUGHTONMURRAY
PIN: 1784-80-3458D.B. 15922, PG 1662B.M. 1989, PG 1354
19,973 S.F.0.46 Ac.
T
N 87°14'28" W
32.45'
N 05°01'40" E
95.41' (T
OT
AL)
45.65'
49.76'
S 8
4°00'2
1" E
82.8
2'
S 05°05'00" W
52.14'
LINE BEARING DISTANCE
L1 S 81°29'51" E 4.79'
L2 N 05°59'37" E 6.59'
L1
L2
57.3
3'
EX. 15" RCP
INV: 319.21'
EX. 15" RCP
INV: 320.45'
EX. 24" HDPE
INV: 321.71'
E
X
.
D
I
T
C
H
C
E
N
E
R
L
I
N
E
EX. 18" HDPE
INV: 325.16'
NC GRID COORDS:
N: 740,403.31
E: 2,188,183.43
EX 1" IRON PIPE
(0.2' BELOW GRND)
EX 1/2" IRON PIPE
(0.1' ABOVE GRND)
EX 1/2" IRON PIPE
(GRND LEVEL)
EX 1" IRON PIPE
(GRND LEVEL)
EX 1" IRON PIPE
(GRND LEVEL)
EX 1/2" IRON PIPE
(GRND LEVEL)
EX 1/2" IRON PIPE
(GRND LEVEL)
EX 1" IRON PIPE
(0.1' ABOVE GRND)
EX 1" IRON PIPE
(0.1' BELOW GRND)
EX 1/2" IRON PIPE
(0.2 BELOW GRND.)
EX 1/2" IRON PIPE
(0.4 ABOVE GRND.)
EX 1" IRON PIPE
(GRND LEVEL)
EX 3/4" IRON PIPE
(GRND LEVEL)
EX 1" IRON PIPE
(GRND LEVEL)
S 05°03'03" W
170.18'
EX. EDGE OF PAVEMENT
N 87°49'13" W 111.27'
N 87°52'28" W 117.06'
S 04°23'16" W
168.51'
S 8
3°54'0
5" E
110.0
8'
S 8
4°06'1
6" E
72.4
3'
N 0
0°1
0'5
2" E
1
36
.7
1'
S
EX. SSMH
RIM: 330.71
INV: 322.11'
e . f o u r t h s t r e e t
65' PUBLIC RIGHT-OF-WAY
USE=VACANT
ZONING=R3
USE=VACANT
ZONING=R3
USE=VACANT
ZONING=R3
USE=VACANT
ZONING=MI
TUTTLE, JUNE W.
PIN: 1784-80-2245
D.B. 000471, PG 00-E
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
USE=RESIDENTIAL
ZONING=R3
WW
WW
W
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6
5
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20' 40'
SCALE IN FEET
10'20'SCALE: 1 IN = 20 FT
SCALE IN FEETHORIZONTAL
0
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Curry 205 S. Fuquay AvenueFuquay-Varina, NC 27526
(919) 552-0849(919) 552-2043C
UR
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NO
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E S T . 1 0
NC LIC. NO. P-0799
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3/6/2
020 3
:48 P
M
PROFESSIONAL'S SEAL
DATE:FILE NO.
HORZ. SCALE:ORIG. SHEET SIZE:
REVISIONS
24 x 36
STATUS
CONSULTANT CLIENT
MASTER PLAN
ELLIS DEVELOPMENT - 4TH ST. TOWNHOMES
NOVEMBER 4, 20192019-046
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Strong Rock Development Company/Ellis Developments
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
919.770.4174 (c)
Contact: Josh Lambert
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
1 1/7/2020 REV. PER TRC COMMENTS2 2/6/2020 REV. PER TRC COMMENTS3 2/28/2020 REV. PER TRC COMMENTS
LANDSCAPE LAYOUT
L-01
KEY
ZS
QTY
5
BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT
B&B 2" CAL 8'
PLANTING SCHEDULE:
CS 17 GAL. 3 GAL 18"
ZELKOVA SERRATA JAPANESE ZELKOVA
CJ 6 GAL. 3 GAL 18"
AB 14 B&B 1" CAL 6'ACER BUERGERIANUM TRIDENT MAPLE
STREET TREES
PERIMETER BUFFERS
VJ 41 GAL. 3 GAL 18"
CAMELIA SASANQUA SASANQUA CAMELIACAMELLIA JAPONICA CAMELLIA
VIBRUNUM JAPONICUM JAPANESE VIBURNUM
1. STREET TREES SHALL BE INSTALLED SUCH THAT ONE TREE IS REQUIRED ALONG THERESIDENTIAL STREET AS SHOWN, SPACED EVERY 40 FEET.
2. DO NOT PLACE STREET TREES WITHIN A PUBLIC STORM OR UTILITY EASEMENT.3. ALL CANOPY TREES SHALL BE MIN. 8' TALL AND 2" CALIPER AT TIME OF PLANTING.4. ALL UNDERSTORY TREES SHALL BE MIN. 6' TALL AND 1" CALIPER AT TIME OF PLANTING.5. LANDSCAPING IN AREAS OUTSIDE OF RIGHT OF WAY ARE TO BE PROVIDED BY THE
DEVELOPER. ANY LANDSCAPING INSTALLED WITHIN THESE AREAS ARE TO BEMAINTAINED BY THE DEVELOPER UNTIL HOME OWNERS ASSOCIATION (HOA) ISESTABLISHED. HOA WILL BE RESPONSIBLE FOR CONTINUED MAINTENANCE OFLANDSCAPING AND ANY IMPROVEMENTS OUTSIDE THE RIGHT OF WAY.
6. ADDITIONAL LANDSCAPING ON SITE MAYBE PROVIDED BY DEVELOPER.
SITE LANDSCAPE NOTES:
LEGEND:
15' PERIMETERLANDSCAPE BUFFER
STREET TREES (40' SPACING MAX.)
1" = 20'
LANDSCAPE BUFFER NOT REQUIREDPER APPROVAL OF PROP.CONDITION
10' TYPE 'C'BUFFER YARD
MULCHED ORSIDEWALK PATH TOGATHERING SPACE
WITH BENCHES(FINAL LAYOUT
SUBJECT TOCHANGE)