sub-s-65-2018 millbank infill revision...millbank infill subdivision city of raleigh wake county,...
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MILLBANK INFILL SUBDIVISIONCITY OF RALEIGH
WAKE COUNTY, NORTH CAROLINA
Taylor Land Consultants, PLLC
1600 Olive Chapel Road, Suite 140
Apex, NC 27502
919.801.1104 (o)
Contact: Jeremy Taylor, PLS
Redeeming Development Group, LLC
410 Lord Berkley Road
Raleigh, NC 27610
919.630.1858
Contact: Mr. Coburn Murray
SOLID WASTE STATEMENT: THESE PLANS HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE SOLID
WASTE DESIGN MANUAL.
SOLID WASTE AND RECYCLING SERVICE SHALL BE PROVIDED BY
CITY OF RALEIGH SOLID WASTE SERVICES VIA 96 GALLON
ROLL-OUT CARTS. CARTS SHALL BE STORED INSIDE COVERED
GARAGE UNITS AND SHALL BE ROLLED OUT TO THE PUBLIC
STREET FOR PICKUP AS SHOWN ON THE SITE PLAN.
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING THE PUBLIC WORKS DEPARTMENT AT (919)
996-2409, AND THE PUBLIC UTILITIES DEPARTMENT (919)
996-4540 AT LEAST 24 HOURS PRIOR TO BEGINNING ANY OF
THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN
ADVANCE OF BEGINNING CONSTRUCTION WILL RESULT IN
THE ISSUANCE OF MONETARY FINES, AND REQUIRE
REINSTALLATION OF ANY WATER OR SEWER FACILITIES
NOT INSPECTED AS A RESULT OF THIS NOTIFICATION
FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A
DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE
JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH
STANDARDS WILL RESULT IN A FINE AND POSSIBLE
EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH.
1. LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY LANE OR SIDEWALK
OBSTRUCTION, THE CONTRACTOR OR ENGINEER SHALL SUBMIT A TRAFFIC CONTROL
AND/OR PEDESTRIAN PLAN ALONG WITH A RIGHT-OF-WAY SERVICES APPLICATION TO
REQUEST THE OBSTRUCTION PRIOR TO THE START OF WORK ([email protected]
FOR APPROVAL).
2. THE CITY OF RALEIGH REQUIRED AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR
WORK ON ANY PUBLIC STREET OR SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S
JURISDICTION.
3. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL, AND THE LATEST EDITION OF THE NCDOT 'STANDARD
SPECIFICATION FOR ROADWAY STRUCTURES', NCDOT 'ROADWAY STANDARD DRAWING
MANUAL', AND THE NCDOT SUPPLEMENT TO THE MUTCD.
4. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY
IMPAIRED AND/OR PEOPLE WITH MOBILITY CONCERNS. EXISTING AND ALTERNATIVE
PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH
THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS
FOR ACCESSIBLE DESIGN, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
5. PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE-CONSTRUCTION
MEETING WITH THE ENGINEERING INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC
COMPONENTS OF THE APPROVED PLAN AND ENSURE ALL PERMITS ARE ISSUED.
6. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
RIGHT-OF-WAY OBSTRUCTION NOTES:
PRELIMINARY SUBDIVISION DRAWING AMENDMENTCASE # S-65-18
1st SUBMITTAL TO CITY OF RALEIGH: NOVEMBER 2, 2018
2nd SUBMITTAL TO CITY OF RALEIGH: DECEMBER 6, 2018
3rd SUBMITTAL TO CITY OF RALEIGH: JANUARY 25, 2019
4th SUBMITTAL TO CITY OF RALEIGH: MARCH 1, 2019
5th SUBMITTAL TO CITY OF RALEIGH: MARCH 14, 2019
6TH SUBMITTAL TO CITY OF RALEIGH: APRIL 12, 2019
PRELIMINARY SUBDIVISION AMENDMENT SUBMITTAL: XX MARCH, 2020
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY
OF RALEIGH STANDARDS AND SPECIFICATIONS.
SKETCH PLAN TRANSACTION #: 557634
PRELIMINARY SUBDIVISION TRANSACTION #: 575460
ZONING:
COUNTY:
SITE INFORMATION
LOCATION: 2210 MILLBANK STREET
PIN # (DB/PG):
2206 MILLBANK STREET
WAKE
1714-65-5108 (DB 017326 / PG 01439)
IMPERVIOUS AREAS:
ROADWAYS / PARKING:
SIDEWALKS / CONCRETE PADS:
DETACHED LOTS (4,000 SF/LOT):
TOTAL ON-SITE IMPERVIOUS AREA:1.87 AC
TOTAL ON-SITE IMPERVIOUS PERCENT:46.9%
PROPOSED USE: DETACHED RESIDENTIAL
LOT ACREAGE:
DETACHED LOTS:
UTILITY DEMANDS
SEWAGE USAGE:
WATER USAGE:
R-6
360 GPD/UNIT
(21 UNITS x 360 GPD) = 7,560 GPD
UTILITY PROVIDER (WATER/SEWER):
MINIMUM ALLOWABLE WIDTH:
DRIVEWAYS:
400 GPD/UNIT
(21 UNITS x 400 GPD) = 8,400 GPD
ATTACHED LOTS (4,500 SF/LOT):
6,000 SF
0.53 AC
0.13 AC
0.28 AC
0.00 AC
0.93 AC
2308 EUSTON STREET
RALEIGH, NORTH CAROLINA
1714-65-3232 (DB 017326 / PG 01444)
1714-65-7248 (DB 017326 / PG 01442)
ATTACHED RESIDENTIAL
GROSS AREA: 4.00 AC
MILLBANK/EUSTON R/W DEDICATION: 0.01 AC
NET AREA: 3.18 AC
CORPUD
ELECTRICAL SERVICE PROVIDER:
DUKE ENERGY
TOTAL SITE AREA:
MINIMUM ALLOWABLE AREA:
50' (INTERIOR)
MINIMUM ALLOWABLE DEPTH: 80'
ATTACHED LOTS:
MINIMUM ALLOWABLE WIDTH:
9,000 SFMINIMUM ALLOWABLE AREA:
60' (INTERIOR)
MINIMUM ALLOWABLE DEPTH: 80'
TOTAL NUMBER PROPOSED LOTS: 3
TOTAL NUMBER UNITS: 3
TOTAL NUMBER PROPOSED LOTS: 9
TOTAL NUMBER UNITS: 18
PROPOSED DENSITY: 5.25 UNITS/AC
TOTAL NUMBER UNITS: 21
STREET A R/W DEDICATION: 0.81 AC
C-00
CO
VE
R S
HE
ET
Shipman Engineering, PLLC
NC License # P-1963
137 Middlegreen Place
Holly Springs, NC 27540
919.900.0006
Contact: Zak Shipman, PE
CIVIL DRAWING INDEX:
COVER SHEET C-00
CIVIL NOTES C-01
Civil Engineer Land Surveyor Developer
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DESIGNED BY: WZS
DRAWN BY: WZS
CHECKED BY: WZS
DRAWING DATE:
SE PROJECT #:
MIL
LB
AN
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FIL
L S
UB
DIV
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CIT
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F R
AL
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SHEET NUMBER:
2019-013
SHIPMAN
ENGINEERING
91
9.9
00
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00
6
SH
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MA
N E
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05-31-2019
11
2/6
/1
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C
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C
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ME
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20
1/2
5/1
9P
ER
C
OR
C
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ME
NT
30
3/0
1/1
9P
ER
C
OR
C
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ME
NT
40
4/1
2/1
9P
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C
OR
C
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50
3/0
5/2
0P
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SIN
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ME
ND
ME
NT
EXISTING CONDITIONS & DEMOLITION PLAN C-03
TREE SURVEY C-04
SUBDIVISION LAYOUT PLAN C-05
BLOCK PERIMETER MAP C-07
UTILITY PLAN C-08
GRADING AND DRAINAGE PLAN C-09
STORMWATER SCM DETAILS C-10
SITE HYDROLOGY PLAN C-11
LANDSCAPE PLAN L-01
TREE CONSERVATION PLAN L-02
SITE DETAILS ID-01
SITE DETAILS IID-02
SANITARY SEWER DETAILSD-03
WATER DETAILS ID-04
WATER DETAILS IID-05
STORM DRAINAGE DETAILSD-06
DEED BOOK REFERENCE:
DB 017028 PG 01178
DB 010391 PG 02754
DB 009699 PG 01769
SURVEY DATUM INFORMATION
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NAVD88
SCALE: NTS
VICINITY MAP
TOTAL NUMBER OF CIVIL DRAWINGS: 19
SITE
PROPOSED PHASE 1 LOT LIST: LOTS 1-3
PROPOSED PHASE 2 LOT LIST: 4-13
SITE PHASING PLAN C-06
ORIGINAL PRELIMINARYSUBDIVISION APPROVAL:
MAY 19, 2019
REVISION NARRATIVE:
THE PURPOSE OF THIS REVISION IS TO ALLOW FOR THE RECORDING OF THE SUBDIVISION IN TWO PHASES. PHASE 1 IS TO
INCLUDE LOTS 1-3 ON MILLBANK STREET. IMPROVEMENTS REQUIRED FOR THESE LOTS INCLUDE WATER/SEWER UTILITY
SERVICES AND STREET TREES. THE STORMWATER SCM DEVICE WILL BE INCLUDED IN THE PHASE 1 PLAT WITHIN A
STORMWATER ACCESS AND MAINTENANCE EASEMENT. IMPROVEMENTS REQUIRED FOR PHASE 1 ARE ISOLATED FROM SITE
WORK REQUIRED FOR PHASE 2, AND CAN THEREFORE BE IMPLEMENTED PRIOR TO COMPLETION OF THE ENTIRE SUBDIVISION.
UPON COMPLETION OF THE SITE WORK AND RECORDING OF PHASE 2, THE TEMPORARY STORMWATER ACCESS EASEMENT
WILL NO LONGER BE NEEDED (SCM ACCESS THROUGH RIGHT-OF-WAY) AND WILL BE ABANDONED ON THE PHASE 2 PLAT.
PHASE 2 OF THE PROJECT WILL INCLUDE THE BALANCE OF THE LOTS AS SHOWN ON SHEET C-05.
CBU
WCR
SIGN
MAILBOX KIOSK
STREET LIGHT
WHEELCHAIR RAMP
BMP LIMITS
RIGHT OF WAY LINELOT LINEROADWAY CENTER LINE
FENCE
DOROTHY A. BRANCH ABDULLAH
PIN: 1714-65-5352
D.B. 3518, PG 880
ZONING: R-6
CURRENT USE: RESIDENTIAL
ROBERT &
CASSANDRA S. COTTON
PIN: 1714-65-6321
D.B. 16192, PG 1793
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
SHARON L. MOORE
PIN: 1714-65-6380
D.B. 6746, PG 370
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
MARTHA L. EBERLE &
ANDREW M. RADECKI
PIN: 1714-65-8225
D.B. 16762, PG 1
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
GRACE HALL
PIN: 1714-65-8160
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
REBEKAH &
CHARLES KNIGHT
PIN: 1714-64-6961
D.B. 16408, PG 620
ZONING: R-6
CURRENT USE: RESIDENTIAL
IERY, BRITTANY
PIN: 1714-64-5843
D.B. 15210, PG 176
ZONING: R-6
CURRENT USE: RESIDENTIAL
TAYLOR MURPHY LEE
PIN: 1714-64-4792
D.B. 12035, PG 2662
ZONING: R-6
CURRENT USE: RESIDENTIAL
STEVEN &
CLAUDIA P. GREENSPAN
PIN: 1714-64-2796
D.B. 15449, PG 690
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
ANTHONY P. FERRANTI
PIN: 1714-64-2842
D.B. 12675, PG 621
ZONING: R-6
CURRENT USE: RESIDENTIAL
EVAN R. PAGE
PIN: 1714-64-2915
D.B. 9653, PG 20
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
GOLDTHWAITE
FAMILY PARTNERS LLC
PIN: 1714-65-2044
D.B. 16022, PG 2068
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
BLUEPATH HOMES LLC
PIN: 1714-65-2142
D.B. 17035, PG 2490
ZONING: R-6
CURRENT USE: RESIDENTIAL
MAUREEN &
ROBERT SCOTT CECCHINO
PIN: 1714-65-2240
D.B. 17067, PG 1067
ZONING: R-6
CURRENT USE: RESIDENTIAL
EX
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BR
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(0.5' BELOW
GROUND)
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
N20°47'18"E 421.50' (TOTAL)
74.96' 68.37'
119.29'
L
1
N
8
1
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3
3
'
3
1
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E
7
5
.
2
3
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8
1
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3
7
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2
8
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W
6
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9
1
'
134.83'
N
60°58'52"W
174.11' (T
O
T
A
L)
39.28'
S
5
8
°
1
7
'
5
9
"
W
2
5
9
.
2
1
'
199.7
3'
120.7
0'
S27°08'0
0"W
320.4
3' (
TO
TA
L)
S
77°41'44"E
307.57'
S
2
3
°
4
4
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2
0
"
E
4
6
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1
8
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C
1
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C
2
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1
9
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3
1
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6
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3
4
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6
'
S19°53'06"W 128.31'
N19°45'19"E136.66'
S70°44'46"E
69.13'
EX
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ON
S
TR
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GRAVEL
ASPH.
CONC.
GRAVEL
CONC.
CONC.
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STORMWATER CONTROL
MEASURE (SCM)
WCR
MIL
LB
AN
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ILL
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2
7
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B
/
B
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10+00
11+00
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
5
+
5
8
R52'
R44.5'(TO BOC) R25'
R27.5'(TO BOC)
R27.5'(TO BOC)
R25'
CUL-DE-SACREFERENCE POINT
27'B/B 55'
R/W
6' CONC.SIDEWALK
89°29'55.51"
CBU
WCR
WCR
TIE TO EX. CURB & GUTTER(REFER TO DETAIL, THIS SHEET)
TYP. EACH RADIUS
5' UTILITYPLACEMENTEASEMENT
5' GENERAL UTILITYPLACEMENT EASEMENT
STOP SIGN(R1-1)
COR STD.T-20.01.2
COR STD.T-20.01.2
LOT
9,731 SQFT.0.22 AC.
LOT
11,155 SQFT.0.26 AC.
LOT
9,004 SQFT.0.21 AC.
LOT
9,860 SQFT.0.23 AC.
LOT
9,064 SQFT.0.21 AC.
LOT
9,060 SQFT.0.21 AC.
LOT
9,086 SQFT.0.21 AC.
LOT
9,048 SQFT.0.21 AC.
123.28'
56.01'
135.59'
112.1
0'
102.71'
35.70
'
62.01
'
63.91'
20.04'
75.23'
54.03'
102.4
1'
63.97'
138.86'
141.5
8'
55.38
'
182.7
7'
82.60'
78.62'
174.26'
64.08'
109.3
3'
2.66'
72.03'
60.65'
10.41'
20.06'
138.3
8'
17.18'
17.94' 26.61'
69.72'
34.90
'
69.00'
79.93
'
60.00'
141.0
5'
34.53'
25.69'
43.68'
33.82'
60.00'
132.63'
11
10
9
12
8
6
7
5
LOT
8,127 SQFT.0.19 AC.
LOT
6,031 SQFT.0.14 AC.
126.63'
20.06'
132.63'
61.14'
58.77'
100.96'
LOT
6,629 SQFT.0.15 AC.
50.33'
14.58'
C
1
L1
L
2
C
2
L
3
1
3
2
(DETACHED)
(DETACHED)
(DETACHED)
(ATTACHED)
(ATTACHED)
(ATTACHED)
(ATTACHED)
(ATTACHED)
(ATTACHED)
(ATTACHED)
(ATTACHED)
(ATTACHED)
2.5' R/WDEDICATION
7'8'
8'
15'x 340' SIGHT DISTANCETRIANGLE (PER RSDM
TABLE 18) - 35 MPH
VARIABLE WIDTHSTORMWATER MAINTENANCE
AND ACCESS EASEMENT
VARIABLE WIDTHPUBLIC DRAINAGEEASEMENT
20' SLOPEEASEMENT
20' SLOPEEASEMENT 27.02'
(B/B)27.5'
25'(CL TO EX. R/W)
13.61'(CL TO BACK)
25' (CL TO R/W)
13.87'(CL TO BACK)
25' (CL TO EX. R/W) 12.38'(CL TO BACK)
20' SCMACCESS
20' PRIVATEDRAINAGEEASEMENT
24" STOP BAR(THERMO)
20' PRIVATEDRAINAGEEASEMENT
R24'
R24'
59.65'
PROPERTY BOUNDARY
13'
134.83'96.44'
LOT
10,332 SQFT.0.24 AC.
4
TERMINATE SIDEWALK
TERMINATESIDEWALK
50' (EXISTING R/W)
50' (EXISTING R/W)
50' (EXISTING R/W)
13
HOA COMMON AREA
31650 SQFT.
0.73 AC.
REFER TO NOTARIZED AGREEMENTBETWEEN MARTHA EBERLE & ANDREW
RADECKI AND REDEEMING DEVELOPMENTGROUP, LLC FOR AUTHORIZATION OF WORK
5' UTILITYPLACEMENTEASEMENT
84.95'
320.43'
75.54'
96.20'
113.91'
228.29'
29.67'
25.19'
10.85'
SLOPEEASEMENT
SLOPEEASEMENT
20' CROSS ACCESSEASEMENT
10+
00
11+
00
12+
00
13+
00
10'
10'
ACCESSIBLERAMP-COR STD.T-20.01.2
30" VERTICALCURB & GUTTER
30" VERTICALCURB & GUTTER
25 MPH SPEED LIMIT SIGN(MUTCD R2-1)
25 MPH SPEED LIMIT SIGN(MUTCD R2-1)
TRANSITION FROMVERTICAL C&G TO VALLEY
C&G-REFER TO T10.26.2
10'
10'
TRANSITION FROMVERTICAL C&G TO VALLEY
C&G-REFER TO T10.26.2
15'x390' SIGHT DISTANCETRIANGLE (PER RSDM TABLE
18)-35 MPH
15'
WCR
WCR
ACCESSIBLE RAMPCOR STD. T-20.01.2
10'
10'
TRANSITION FROMVALLEY C&G TO
A-TYPICAL EX.CURB-REFER TO D-02
TRANSITION FROM VALLEYC&G TO A-TYPICAL EX.CURB-REFER TO D-02
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TP
T
P
T
P
T
P
TP
T
P
T
P
T
P
T
P
T
P
TP
T
P
T
P
T
P
T
P
TP
C
1
L
1
L
2
C
2
C
3
C
4
C
5
L
3
C
6
L4
L5
C
8
C
7
ASPHALT PAVEMENT
CONCRETE SIDEWALK
1" ASPHALT OVERLAY
LINE TABLENAME
L1
L2
L3
ROADWAY
MILLBANK VILLAGE CT.
MILLBANK VILLAGE CT.
MILLBANK VILLAGE CT.
LENGTH
130.96'
228.29'
30.75'
DIRECTION
S19°45'19"W
S56°31'34"W
S29°04'03"W
CURVE TABLE
NAME
C1
C2
ROADWAY
MILLBANK VILLAGE CT.
MILLBANK VILLAGE CT.
RADIUS
150.00'
150.00'
ARCLENGTH
96.27'
71.89'
CHORDLENGTH
94.62'
71.20'
TANGENTLENGTH
49.86'
36.65'
MIDDLEORDINATE
7.66
4.29
EXTERNALDISTANCE
8.07'
4.41'
CHORDDIRECTION
S38°08'27"W
S42°47'49"W
SHARON L. MOORE
PIN: 1714-65-6380
D.B. 6746, PG 370
B.M. 1953, PG 111
CURRENT USE: RESIDENTIAL
128.31'
136.66'
S70°44'46"E
69.13'
EX
IS
TIN
G
EU
ST
ON
S
TR
EE
T
W
G
R
A
V
E
L
GRAVEL
GRAVEL
ASPH.
GRAVEL
10+00L1
12+
00
13+
00
14+
00
14+
80
30' 60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
TH
ES
E P
LA
NS
A
ND
A
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A
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7 M
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LL
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PR
IN
GS
, N
C 2
75
40
NC
BE
LS
L
IC
EN
SE
P
-1
96
3
DESIGNED BY: WZS
DRAWN BY: WZS
CHECKED BY: WZS
DRAWING DATE:
SE PROJECT #:
MIL
LB
AN
K IN
FIL
L S
UB
DIV
IS
IO
N
CIT
Y O
F R
AL
EIG
H
WA
KE
C
OU
NT
Y, N
OR
TH
C
AR
OL
IN
A
SHEET NUMBER:
2019-013
SHIPMAN
ENGINEERING
91
9.9
00
.0
00
6
SH
IP
MA
N E
NG
IN
EE
RIN
G, P
LL
C
05-31-2019
11
2/6
/1
8P
ER
C
OR
C
OM
ME
NT
20
1/2
5/1
9P
ER
C
OR
C
OM
ME
NT
30
3/0
1/1
9P
ER
C
OR
C
OM
ME
NT
40
4/1
2/1
9P
ER
C
OR
C
OM
ME
NT
50
3/0
5/2
0P
HA
SIN
G A
ME
ND
ME
NT
N
SOLID WASTE SERVICE TO BE PROVIDED VIA ROLL-OUT CARTS TO THE
PUBLIC RIGHT-OF-WAY. CARTS SHALL BE STORED OUTSIDE THE RECESSED
GARAGE DOOR ON THE COVERED AREA OF THE UNIT DRIVEWAY.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY
OF RALEIGH STANDARDS AND SPECIFICATIONS.
GENERAL SITE PLAN NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE
COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY TAYLOR LAND
CONSULTANTS AND IS NOT THE RESULT OF A FIELD SURVEY BY THE CURRY
ENGINEERING GROUP, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED
BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, WAKE COUNTY GIS
DATA, AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION
SEQUENCE BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION
OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,
EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. VERTICAL DATUM: NAVD88
HORIZONTAL DATUM: NAD83
8. ALL DIMENSIONS SHOWN ARE TO THE EDGE OF PAVEMENT, UNLESS NOTED
OTHERWISE.
9. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY
INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE CITY OF
RALEIGH.
10. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE CITY OF RALEIGH SIGN
ORDINANCE.
11. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE
START OF CONSTRUCTION.
12. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
13. TACTILE WARNING MATS OR TRUNCATED DOMES ARE TO BE INSTALLED ON ALL
WHEELCHAIR RAMPS PER THE CITY OF RALEIGH STANDARDS.
14. ALL TEMPORARY TRAFFIC CONTROL MEASURES, SIGNS, AND MARKINGS SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION IN THE
FIELD.
15. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AND
VEHICULAR AREAS SHALL BE WHITE.
16. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTING STREETS
SHALL BE AT LEAST TWENTY (20) FEET FROM THE POINT OF TANGENCY.
IMPORTANT SIGHT TRIANGLE NOTE: WITHIN THE SIGHT TRIANGLES SHOWN ON THIS
PLAN, NO OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN HEIGHT ABOVE
THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY, IF NO CURBING EXISTS.
L
C RD.
COMPACTED
SUBGRADE 8" CABC
55' PUBLIC R/W
11'
2.5'
27' ROADWAY (BOC-BOC)
11'
1
4
"/FT
1
4
"/FT
2
:
1
M
A
X
2
:
1
M
A
X
30" STANDARD
CURB & GUTTER
14'
14'
3"
S9.5A
2%
2.5'
2
:
1
M
A
X
2
:
1
M
A
X
6'
6'
SIDEWALK
2%
PLANTING
STRIP
6'
PLANTING
STRIP
GENERAL NOTES:
1. CONTRACTOR TO COORDINATE WITH PRIVATE UTILITY COMPANIES FOR SERVICES.
LOCATIONS OF PRIVATE UTILITIES SHALL BE PLACED WITHIN 6' UTILITY STRIP OF ROADWAY.
NATURAL GAS SHALL BE LOCATED ON THE SOUTH OR WEST SIDE OF THE STREET.
6'
SIDEWALK
5' UTILITY
PLACEMENT
EASEMENT
5' UTILITY
PLACEMENT
EASEMENT
IMPORTANT NOTE: LOTS 1, 2, AND 3 ARE SUBJECT TO CITY OF RALEIGH
INFILL COMPATIBILITY REQUIREMENTS PER UDO 2.2.1 & 2.2.7)
TREE CONSERVATION
AREA
TREE CONSERVATION
AREA
15'x390' SIGHT DISTANCE
TRIANGLE (PER RSDM
TABLE 18) - 35 MPH
C-04
SU
BD
IV
IS
IO
N LA
YO
UT
P
LA
N
LEGEND
COR NEIGHBORHOOD YIELD STREET TYP.
SECTION (T-10.10)
SCALE: NTS
SIGHT DISTANCE TRIANGLE EXHIBIT
SCALE: 1"=30'
THE ADA RAMPS AND LANDINGS SHALL COMPLY WITH CITY, STATE AND
FEDERAL, INCLUSIVE OF PROWAG, REGULATIONS WITH THE MOST RESTRICTIVE
REQUIRED. THE LOCATIONS SHOWN ON THE PLANS ARE FOR REFERENCE AND
REVIEWED WITH THE DATA SUPPLIED BY THE DESIGNER OF THE PROJECT.
SHOULD THE ADA RAMPS AND LANDINGS SHOW TO BE NON-COMPLIANT AT TIME
OF INSPECTION OR IF THE SITE CONDITIONS SHOW TO BE DIFFERENT FROM
WHAT WAS PROPOSED, THE DEVELOPER/BUILDER SHALL BRING THE FACILITY
INTO FULL COMPLIANCE.
ACCESSIBLE RAMP NOTE:
15'
PHASE 1
PHASE 2
PHASE 1 BOUNDARY
(REFER TO C-05)
TEMPORARY
STORMWATER ACCESS &
MANAGEMENT EASEMENT
(PHASE 1 ONLY-REFER TO
C-05)
CBU
WCR
SIGN
MAILBOX KIOSK
STREET LIGHT
WHEELCHAIR RAMP
BMP LIMITS
RIGHT OF WAY LINELOT LINEROADWAY CENTER LINE
FENCE
DOROTHY A. BRANCH ABDULLAH
PIN: 1714-65-5352
D.B. 3518, PG 880
ZONING: R-6
CURRENT USE: RESIDENTIAL
ROBERT &
CASSANDRA S. COTTON
PIN: 1714-65-6321
D.B. 16192, PG 1793
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
SHARON L. MOORE
PIN: 1714-65-6380
D.B. 6746, PG 370
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
MARTHA L. EBERLE &
ANDREW M. RADECKI
PIN: 1714-65-8225
D.B. 16762, PG 1
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
GRACE HALL
PIN: 1714-65-8160
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
REBEKAH &
CHARLES KNIGHT
PIN: 1714-64-6961
D.B. 16408, PG 620
ZONING: R-6
CURRENT USE: RESIDENTIAL
IERY, BRITTANY
PIN: 1714-64-5843
D.B. 15210, PG 176
ZONING: R-6
CURRENT USE: RESIDENTIAL
TAYLOR MURPHY LEE
PIN: 1714-64-4792
D.B. 12035, PG 2662
ZONING: R-6
CURRENT USE: RESIDENTIAL
STEVEN &
CLAUDIA P. GREENSPAN
PIN: 1714-64-2796
D.B. 15449, PG 690
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
ANTHONY P. FERRANTI
PIN: 1714-64-2842
D.B. 12675, PG 621
ZONING: R-6
CURRENT USE: RESIDENTIAL
EVAN R. PAGE
PIN: 1714-64-2915
D.B. 9653, PG 20
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
GOLDTHWAITE
FAMILY PARTNERS LLC
PIN: 1714-65-2044
D.B. 16022, PG 2068
B.M. 1953, PG 111
ZONING: R-6
CURRENT USE: RESIDENTIAL
BLUEPATH HOMES LLC
PIN: 1714-65-2142
D.B. 17035, PG 2490
ZONING: R-6
CURRENT USE: RESIDENTIAL
MAUREEN &
ROBERT SCOTT CECCHINO
PIN: 1714-65-2240
D.B. 17067, PG 1067
ZONING: R-6
CURRENT USE: RESIDENTIAL
EX
IST
ING
BR
I GH
TO
N R
OA
D
EX
ISTIN
G
M
IL
LB
AN
K S
TR
EE
T
EIP
(0.5' BELOW
GROUND)
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
N20°47'18"E 421.50' (TOTAL)
74.96' 68.37'
119.29'
L
1
N
8
1
°
3
3
'
3
1
"
E
7
5
.
2
3
'
S
8
1
°
3
7
'
2
8
"
W
6
3
.
9
1
'
134.83'
N
60°58'52"W
174.11' (T
O
T
A
L)
39.28'
S
5
8
°
1
7
'
5
9
"
W
2
5
9
.
2
1
'
199.7
3'
120.7
0'
S27°08'0
0"W
320.4
3' (
TO
TA
L)
S
77°41'44"E
307.57'
S
2
3
°
4
4
'
2
0
"
E
4
6
.
1
8
'
C
1
N
1
9
°
3
1
'
2
6
"
W
1
3
5
.
3
5
'
C
2
N
1
9
°
3
1
'2
6
"W
3
4
.9
6
'
S19°53'06"W 128.31'
N19°45'19"E136.66'
S70°44'46"E
69.13'
EX
IS
TIN
G
EU
ST
ON
S
TR
EE
T
GRAVEL
ASPH.
CONC.
GRAVEL
CONC.
CONC.
G
R
A
V
E
L
10+00
11+00
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
5
+
5
8
LOT
9,731 SQFT.0.22 AC.
LOT
11,155 SQFT.0.26 AC.
LOT
9,004 SQFT.0.21 AC.
LOT
9,860 SQFT.0.23 AC.
LOT
9,064 SQFT.0.21 AC.
LOT
9,060 SQFT.0.21 AC.
LOT
9,086 SQFT.0.21 AC.
LOT
9,048 SQFT.0.21 AC.
11
10
9
12
8
6
7
5
LOT
8,127 SQFT.0.19 AC.
LOT
6,031 SQFT.0.14 AC.
LOT
6,629 SQFT.0.15 AC.
C
1
L1
L
2
C
2
L
3
1
3
2
LOT
10,332 SQFT.0.24 AC.
4
13
HOA COMMON AREA
31650 SQFT.
0.73 AC.
10+
00
11+
00
12+
00
13+
00
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TP
T
P
T
P
T
P
TP
T
P
T
P
T
P
T
P
T
P
TP
T
P
T
P
T
P
T
P
TP
C
1
L
1
L
2
C
2
C
3
C
4
C
5
L
3
C
6
L4
L5
C
8
C
7
ASPHALT PAVEMENT
CONCRETE SIDEWALK
1" ASPHALT OVERLAY
LINE TABLENAME
L1
L2
L3
ROADWAY
MILLBANK VILLAGE CT.
MILLBANK VILLAGE CT.
MILLBANK VILLAGE CT.
LENGTH
130.96'
228.29'
30.75'
DIRECTION
S19°45'19"W
S56°31'34"W
S29°04'03"W
CURVE TABLE
NAME
C1
C2
ROADWAY
MILLBANK VILLAGE CT.
MILLBANK VILLAGE CT.
RADIUS
150.00'
150.00'
ARCLENGTH
96.27'
71.89'
CHORDLENGTH
94.62'
71.20'
TANGENTLENGTH
49.86'
36.65'
MIDDLEORDINATE
7.66
4.29
EXTERNALDISTANCE
8.07'
4.41'
CHORDDIRECTION
S38°08'27"W
S42°47'49"W
30' 60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
TH
ES
E P
LA
NS
A
ND
A
SS
OC
IA
TE
D D
OC
UM
EN
TS
A
RE
T
HE
E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
HIP
MA
N E
NG
IN
EE
RIN
G, P
LLC
A
ND
M
AY
N
OT
B
E R
EP
RO
DU
CE
D IN
W
HO
LE
O
R IN
P
AR
T. T
HE
SE
D
OC
UM
EN
TS
S
HA
LL N
OT
B
E U
SE
D F
OR
A
NY
P
UR
PO
SE
WH
AT
SO
EV
ER
, IN
CLU
DIN
G, B
UT
N
OT
LIM
IT
ED
T
O, C
ON
ST
RU
CT
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N, B
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DIN
G, A
ND
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R C
ON
ST
RU
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N S
TA
KIN
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IT
HO
UT
T
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XP
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W
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NT
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HIP
MA
N E
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IN
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RIN
G, P
LLC
.
RE
VIS
IO
NS
SY
MB
OL
DA
TE
13
7 M
ID
DL
EG
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EN
P
LA
CE
HO
LL
Y S
PR
IN
GS
, N
C 2
75
40
NC
BE
LS
L
IC
EN
SE
P
-1
96
3
DESIGNED BY: WZS
DRAWN BY: WZS
CHECKED BY: WZS
DRAWING DATE:
SE PROJECT #:
MIL
LB
AN
K IN
FIL
L S
UB
DIV
IS
IO
N
CIT
Y O
F R
AL
EIG
H
WA
KE
C
OU
NT
Y, N
OR
TH
C
AR
OL
IN
A
SHEET NUMBER:
2019-013
SHIPMAN
ENGINEERING
91
9.9
00
.0
00
6
SH
IP
MA
N E
NG
IN
EE
RIN
G, P
LL
C
05-31-2019
11
2/6
/1
8P
ER
C
OR
C
OM
ME
NT
20
1/2
5/1
9P
ER
C
OR
C
OM
ME
NT
30
3/0
1/1
9P
ER
C
OR
C
OM
ME
NT
40
4/1
2/1
9P
ER
C
OR
C
OM
ME
NT
50
3/0
5/2
0P
HA
SIN
G A
ME
ND
ME
NT
N
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY
OF RALEIGH STANDARDS AND SPECIFICATIONS.
GENERAL SITE PLAN NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE
COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY TAYLOR LAND
CONSULTANTS AND IS NOT THE RESULT OF A FIELD SURVEY BY THE CURRY
ENGINEERING GROUP, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED
BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, WAKE COUNTY GIS
DATA, AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION
SEQUENCE BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION
OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,
EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. VERTICAL DATUM: NAVD88
HORIZONTAL DATUM: NAD83
8. ALL DIMENSIONS SHOWN ARE TO THE EDGE OF PAVEMENT, UNLESS NOTED
OTHERWISE.
9. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY
INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE CITY OF
RALEIGH.
10. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE CITY OF RALEIGH SIGN
ORDINANCE.
11. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE
START OF CONSTRUCTION.
12. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
13. TACTILE WARNING MATS OR TRUNCATED DOMES ARE TO BE INSTALLED ON ALL
WHEELCHAIR RAMPS PER THE CITY OF RALEIGH STANDARDS.
14. ALL TEMPORARY TRAFFIC CONTROL MEASURES, SIGNS, AND MARKINGS SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION IN THE
FIELD.
15. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AND
VEHICULAR AREAS SHALL BE WHITE.
16. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTING STREETS
SHALL BE AT LEAST TWENTY (20) FEET FROM THE POINT OF TANGENCY.
TREE CONSERVATION
AREA
TREE CONSERVATION
AREA
C-05
SU
BD
IV
IS
IO
N P
HA
SIN
G P
LA
N
LEGEND
PHASE 1
LOTS 1-3
PRIVATE STORMWATER SCM
EASEMENT
PHASE 2
LOTS 4-13
TEMPORARY 55' STORMWATER ACCESS
& MAINTENANCE EASEMENT
(TO BE ABANDONED WITH
PHASE 2 PLAT)