SUB-S-65-2018 Millbank Infill Revision...MILLBANK INFILL SUBDIVISION CITY OF RALEIGH WAKE COUNTY,...

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

[email protected]

Redeeming Development Group, LLC

410 Lord Berkley Road

Raleigh, NC 27610

919.630.1858

Contact: Mr. Coburn Murray

[email protected]

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


PROPOSED DENSITY: 5.25 UNITS/AC


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

[email protected]

CIVIL DRAWING INDEX:

COVER SHEET C-00

CIVIL NOTES C-01

Civil Engineer Land Surveyor Developer

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96

3

DESIGNED BY: WZS

DRAWN BY: WZS

CHECKED BY: WZS

DRAWING DATE:

SE PROJECT #:

MIL

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SHEET NUMBER:

2019-013

SHIPMAN

ENGINEERING

91

9.9

00

.0

00

6

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N E

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RIN

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05-31-2019

11

2/6

/1

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20

1/2

5/1

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1/1

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5/2

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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


SHARON L. MOORE

PIN: 1714-65-6380

D.B. 6746, PG 370

B.M. 1953, PG 111

ZONING: R-6


MARTHA L. EBERLE &

ANDREW M. RADECKI

PIN: 1714-65-8225

D.B. 16762, PG 1

B.M. 1953, PG 111

ZONING: R-6


GRACE HALL

PIN: 1714-65-8160

B.M. 1953, PG 111

ZONING: R-6


REBEKAH &

CHARLES KNIGHT

PIN: 1714-64-6961

D.B. 16408, PG 620

ZONING: R-6


IERY, BRITTANY

PIN: 1714-64-5843

D.B. 15210, PG 176

ZONING: R-6


TAYLOR MURPHY LEE

PIN: 1714-64-4792

D.B. 12035, PG 2662

ZONING: R-6


STEVEN &

CLAUDIA P. GREENSPAN

PIN: 1714-64-2796

D.B. 15449, PG 690

B.M. 1953, PG 111

ZONING: R-6


ANTHONY P. FERRANTI

PIN: 1714-64-2842

D.B. 12675, PG 621

ZONING: R-6


EVAN R. PAGE

PIN: 1714-64-2915

D.B. 9653, PG 20

B.M. 1953, PG 111

ZONING: R-6


GOLDTHWAITE

FAMILY PARTNERS LLC

PIN: 1714-65-2044

D.B. 16022, PG 2068

B.M. 1953, PG 111

ZONING: R-6


BLUEPATH HOMES LLC

PIN: 1714-65-2142

D.B. 17035, PG 2490

ZONING: R-6


MAUREEN &

ROBERT SCOTT CECCHINO

PIN: 1714-65-2240

D.B. 17067, PG 1067

ZONING: R-6


EX

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BR

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TO

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D

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(0.5' BELOW

GROUND)

EIP

EIP

EIP

EIP

EIP

EIP

EIP

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EIP

EIP

EIP

EIP

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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

'

S

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1

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3

7

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2

8

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W

6

3

.

9

1

'

134.83'

N

60°58'52"W

174.11' (T

O

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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

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E

4

6

.

1

8

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1

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3

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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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STORMWATER CONTROL

MEASURE (SCM)

WCR

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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

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P

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L

1

L

2

C

2

C

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C

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C

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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.



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



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


128.31'

136.66'

S70°44'46"E

69.13'

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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

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R IN

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P

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AT

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, IN

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IN

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RIN

G, P

LLC

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VIS

IO

NS

SY

MB

OL

DA

TE

13

7 M

ID

DL

EG

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EN

P

LA

CE

HO

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Y S

PR

IN

GS

, N

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75

40

NC

BE

LS

L

IC

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-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

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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.



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


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


ROBERT &

CASSANDRA S. COTTON

PIN: 1714-65-6321

D.B. 16192, PG 1793

B.M. 1953, PG 111

ZONING: R-6


SHARON L. MOORE

PIN: 1714-65-6380

D.B. 6746, PG 370

B.M. 1953, PG 111

ZONING: R-6


MARTHA L. EBERLE &

ANDREW M. RADECKI

PIN: 1714-65-8225

D.B. 16762, PG 1

B.M. 1953, PG 111

ZONING: R-6


GRACE HALL

PIN: 1714-65-8160

B.M. 1953, PG 111

ZONING: R-6


REBEKAH &

CHARLES KNIGHT

PIN: 1714-64-6961

D.B. 16408, PG 620

ZONING: R-6


IERY, BRITTANY

PIN: 1714-64-5843

D.B. 15210, PG 176

ZONING: R-6


TAYLOR MURPHY LEE

PIN: 1714-64-4792

D.B. 12035, PG 2662

ZONING: R-6


STEVEN &

CLAUDIA P. GREENSPAN

PIN: 1714-64-2796

D.B. 15449, PG 690

B.M. 1953, PG 111

ZONING: R-6


ANTHONY P. FERRANTI

PIN: 1714-64-2842

D.B. 12675, PG 621

ZONING: R-6


EVAN R. PAGE

PIN: 1714-64-2915

D.B. 9653, PG 20

B.M. 1953, PG 111

ZONING: R-6


GOLDTHWAITE

FAMILY PARTNERS LLC

PIN: 1714-65-2044

D.B. 16022, PG 2068

B.M. 1953, PG 111

ZONING: R-6


BLUEPATH HOMES LLC

PIN: 1714-65-2142

D.B. 17035, PG 2490

ZONING: R-6


MAUREEN &

ROBERT SCOTT CECCHINO

PIN: 1714-65-2240

D.B. 17067, PG 1067

ZONING: R-6


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




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



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

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SE

WH

AT

SO

EV

ER

, IN

CLU

DIN

G, B

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OT

LIM

IT

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ST

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N, B

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DIN

G, A

ND

/O

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ON

ST

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TA

KIN

G W

IT

HO

UT

T

HE

E

XP

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W

RIT

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N C

ON

SE

NT

O

F S

HIP

MA

N E

NG

IN

EE

RIN

G, P

LLC

.

RE

VIS

IO

NS

SY

MB

OL

DA

TE

13

7 M

ID

DL

EG

RE

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

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C

OR

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5/1

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C

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NT

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3/0

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4/1

2/1

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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


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)

SUB-S-65-2018 Millbank Infill Revision...MILLBANK INFILL SUBDIVISION CITY OF RALEIGH WAKE COUNTY,...

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Transcript of SUB-S-65-2018 Millbank Infill Revision...MILLBANK INFILL SUBDIVISION CITY OF RALEIGH WAKE COUNTY,...