TOWNHOMES ON MAIN SITE PLAN INFORMATION...TOWNHOMES ON MAIN SUBDIVISION MASTER PLAN SURVEYOR...

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SITE

VICINITY MAP

SCALE: 1"= 250'

EXISTING

SEDIMENT FENCE

CENTERLINE OF ROAD

SANITARY SEWER

PROPERTY LINE/EASEMENT

LEGEND

PROPOSED

LIGHT POLES

RIGHT OF WAY

STORM PIPE/CULVERT

CLEAN OUT

S

SANITARY SEWER MANHOLE

CONTOURS

FIRE HYDRANT

WATER VALVE

WATER LINE

DROP INLET

WV

PROPERTY CORNER

PROPERTY EASEMENT/SETBACK

RIP RAP APRON

TEMP. CONSTRUCTION ENTRANCE

R

Know what's below.before you dig.Call

SHEET INDEX

C1 COVER SHEET

C2 EXISTING CONDITIONS & DEMOLITION PLAN

C3 PRELIMINARY SUBDIVISION MASTERPLAN

C4 PRELIMINARY UTILITY PLAN

C5 PRELIMINARY LANDSCAPE & LIGHTING PLAN

CIVIL ENGINEER

RED LINE ENGINEERING, P.C. (C-3075)

1401 AVERSBORO ROAD, SUITE 210

GARNER, NORTH CAROLINA 27529

PHONE: (919) 779-6851

WAKE COUNTY

NORTH CAROLINA

TOWNHOMES ON MAIN

SUBDIVISION MASTER PLAN

SURVEYOR

CAWTHORNE, MOSS & PANCIERA, P.C. (C-1525)

333 S. WHITE STREET

WAKE FOREST, NORTH CAROLINA 27587

PHONE: (919) 556-3148

NOTE: ALL WORK MUST COMPLY WITH APPLICABLE

NORTH CAROLINA BUILDING CODES, HANDICAPPED

ACCESSIBILITY CODE VOL. 1C., AND WITH THE TOWN OF

WAKE FOREST AND NCDOT STANDARDS, DETAILS AND

SPECIFICATIONS.

RECOMMENDATION FOR APPROVAL

BY THE WAKE FOREST

PLANNING BOARD

DATE __________________________

APPROVAL BY THE

WAKE FOREST BOARD

OF COMMISIONERS

DATE __________________________

SEAL

032614

SEAL

C-3075

DATE: FEBRUARY 1, 2018 PROJ. NO.: 17-006 SHEET C1

OWNER

ALBERT ALLEN DUDLEY, JR.

336 PINE BROOK LANE

BASKERVILLE, VIRGINA 23915

DEVELOPER

11 INVESTMENTS, LLC.

P.O. BOX 642

WAKE FOREST, NC 27588

1047 N. MAIN STREET (P.I.N. 1841-78-7056)


TOWNHOMES ON MAIN SUBDIVISION

PRELIMINARY MASTERPLAN 1st SUBMITTAL

WAKE FOREST, N.C.

DEVELOPER:11 INVESTMENTS, LLC

ADDRESS:

P.O. BOX 642


PHONE:

(919) 453-0200

EMAIL:

[email protected]

ENGINEER:

RED LINE

ENGINEERING

SURVEYED: 1/10/17 APPROVED: 6/29/17

DRAWN: TAL DATE: 6/29/17

CHECKED: GJM SCALE: 1"=40'

PRELIMINARY

DRAWING

NOT RELEASED

FOR CONSTRUCTION

SITE PLAN INFORMATION:

1. NAME: TOWNHOMES ON MAIN

2. STREET ADDRESS: 1047 N. MAIN STREET


3. P.I.N.: 1841-78-7056

4. LAND USE (EXISTING/PROPOSED): SINGLE FAMILY RESIDENTIAL/TOWNHOME

5. TOTAL NUMBER OF LOTS: 1

6. TOTAL AREA: 197,969 SF/4.54 ACRES

7. DISTURBED AREA: 4.50 ACRES (APPROX.)

8. CURRENT/PROPOSED ZONING: RD/RMX-CD

9. BUILDING SETBACKS: FRONT - 18 FT. (MAX.)

(PROPOSED 18-23 FT. MAX.)

SIDE - 0 FT.

REAR - 5 FT.

10. DENSITY SUMMARY:

MAX DENSITY (RMX) 24 UNITS/ACRE * 4.54 ACRES = 109 UNITS MAX

PROPOSED DENSITY (40 UNITS/4.54 ACRES) =8.81 UNITS/ACRE

PROPOSED UNIT SIZES 21' X 60' TOWHNOMES (18 TOTAL)

21' X 55' TOWNHOMES (22 TOTAL)

11. PARK SPACE SUMMARY:

PARK SPACE REQUIRED (0.02)*(197,969 SF) = 3,959.38 SF

OPEN SPACE REQUIRED +(0.05)*(197,969 SF) = 9,898.45 SF

TOTAL REQUIRED 13,857.80 SF MIN REQUIRED

PROPOSED PARK SPACE: 8,538 SF PARK SPACE PROPOSED

PROPOSED OPEN SPACE: +11,721 SF OPEN SPACE PROPOSED

TOTAL PROPOSED: 20,259 SF TOTAL

12. PARKING SUMMARY:

DWELLING-TOWNHOME & MULTIFAMILY (1.5 SPACES/UNIT)*(40 UNITS)

60 SPACES REQUIRED

PROPOSED PARKING 60 RESIDENTIAL SPACES

+14 VISITOR SPACES

74 TOTAL SPACES PROVIDED

13. IMPERVIOUS SURFACE AREA:

EXISTING 24,162 SF/0.55 ACRES (12%)

PROPOSED 82,928 SF/1.91 ACRES (42%)

TOTAL 107,090 SF/2.46 ACRES (54%)

14. INSIDE CITY LIMITS: NO (REQUIRES ANNEXATION)

15. INSIDE FLOOD HAZARD BOUNDARY: NO (PER FEMA MAP #3720184100J)

EFFECTIVE DATE: MAY 2, 2006

16. WATERSHED DRAINAGE AREA: RICHLAND CREEK WATERSHED

MANAGEMENT AREA DISTRICT

17. DEDICATED STREET RIGHT OF WAY: 50' PUBLIC RIGHT OF WAY

18. OWNER: ALBERT ALLEN DUDLEY, JR.

336 PINE BROOK LANE

BASKERVILLE, VIRGINIA 23915

19. DEVELOPER: 11 INVESTMENTS, LLC.

P.O. BOX 642

WAKE FOREST, NC 27588

20. CONDITIONS OF APPROVAL REQUESTED:

A. CONDITION OF APPROVAL #1 REQUESTS A MODIFICATION TO THE REQUIREMENTS OF UDO SECTION 5.5.4.F, WHICH

REQUIRES PARKING FOR TOWNHOMES TO BE REAR LOADED FROM AN ALLEY. DUE TO THE HISTORIC NATURE OF

THE ADJACENT PROPERTY, IT IS REQUESTED THAT THE 18 UNITS ADJACENT TO THE HISTORIC PROPERTY BE

FRONT LOADED UNITS FROM THE PUBLIC RIGHT OF WAY. THIS WOULD ALLOW FOR A GREATER BUFFER TO BE

OFFERED AND LESS IMPACT TO THE HISTORIC PROPERTY.

B. CONDITION OF APPROVAL #2 IS IN CONJUNCTION WITH THE ABOVE, A MODIFICATION IS REQUESTED TO THE

REQUIREMENTS OF UDO SECTION 2.2.3.D.1, WHICH REQUIRES AN 18 FT. MAXIMUM FRONT SETBACK. A VARIABLE

FRONT SETBACK IS PROPOSED BETWEEN 18-23 FT FOR THE 18 UNITS ADJACENT TO THE HISTORIC PROPERTY.

THIS WOULD ALLOW FOR OFF-STREET PARKING TO BE LOCATED FARTHER AWAY FROM THE HISTORIC PROPERTY

AND WOULD ALLOW FOR A GREATER BUFFER TO BE OFFERED AND LESS IMPACT TO THE HISTORIC PROPERTY.

C. CONDITION OF APPROVAL #3 IS OFFERED WITH REGARDS TO MATERIALS AND FACADES. ALL FACADES AND

BUILDING MATERIALS SHALL MEET THE REQUIREMENTS OF UDO SECTIONS 5.5.5 & 5.5.6, EXCEPT FOR THE USE OF

VINYL SIDING. NO VINYL SIDING SHALL BE USED AS A BUILDING MATERIAL.

BUILDING MATERIALS AND FACADE NOTE: BUILDINGS

AND FACADES SHALL MEET THE REQUIREMENTS OF

U.D.O. SECTIONS 5.5.5 AND 5.5.6. NO VINYL SIDING

SHALL BE UTILIZED AS A CONSTRUCTION MATERIAL.

IMPERVIOUS SURFACES NOTE: IMPERVIOUS SURFACES

(I.E. DRIVEWAYS, PARKING SPACES, ALLEYS,

SIDEWALKS ETC.) ARE SHOWN AS APPROXIMATE.

IMPERVIOUS SURFACE AREA SHALL BE REVIEWED AND

APPROVED AT THE TIME OF SITE PLAN APPROVAL.

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N.C. GRID NAD' 83

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SITE

EXISTING CURVE TABLECURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING

C-1 259.36' 530.00' 256.78' S 53°54'42" EC-2 64.66' 270.00' 64.50' S 61°10'02" E

34.86'

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LINE BEARING DISTANCEEXISTING LINE TABLE

L-1 S 68°31'41" E 3.94'L-2 S 68°31'41" E 52.49'L-3 S 39°25'19" W 100.01'L-4 S 38°15'01" W 100.01'L-5 S 38°23'08" W 98.22'L-6 N 67°50'56" W 32.89'L-7 N 67°50'56" W 21.04'

JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

DAVID W. JONES &

DAWN J. JONES

D.B. 14325, PG. 1480

B.M. 2009, PG. 1105

PIN# 1841.07-78-4433

ZONING: CU-GR3

EXISTING CONCRETE

(TO BE REMOVED)

12"

S

S

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s

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s

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s

s

s

s

MEADOWS HOMEOWNERS

ASSOCIATION OF WAKE FOREST

D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-68-9765

ZONING: CU-GR3

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TOP = 390.26'

INV. OUT = 384.40'

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20"

EXST. CB

TOP = 404.68'

INV. IN (N) = 400.78'

INV. IN (SE) = 400.29'

INV. OUT (NW) = 399.14'

EXST. SSMH

TOP = 400.19'

INV. IN (S) = 383.39'

INV. IN (E) = 383.53'

INV. OUT (NW) = 383.34'

EXST. CB

TOP = 405.06'

INV. OUT (S) = 400.96'

EXST. CB

TOP = 412.07'

INV. IN (E) = 406.03'

INV. OUT (W) = 403.88'

EXST. CB

TOP = 417.93'

INV. IN (E) = 412.50'

INV. OUT (W) = 411.98'

EXST. SSMH

TOP = 413.19'

INV. IN (E) = 403.86'

INV. OUT (W) = 403.83'

EXST. CB

TOP = 418.07'

INV. OUT (S) = 412.83'

EXST. SSMH

TOP = 421.37'

INV. IN (E) = 411.46'

INV. OUT (W) = 411.38'

EXST. SSMH

TOP = 425.65'

INV. OUT (W) = 416.77'

PRIVATE OPEN SPACE

THE MEADOWS HOMEOWNERS

ASSOCIATION OF WAKE FOREST, INC.

D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-78-7223

ZONING: CU-GR3

20' CITY OF RALEIGH

SANITARY SEWER

EASEMENT

B.M.2009, PG. 1105

72

73

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68.6'

FREDERICK P. STEVENSON &

JENNIFER L. DAVIS

D.B. 15640, PG. 2604

B.M. 2009, PG. 1105

PIN# 1841.07-78-4387

ZONING: CU-GR3

S

6

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E

EXST. SSMH

TOP = 406.62'

INV. IN (E) = 393.92'

INV. OUT (W) = 393.34'

24"

L

-

4

JUNIPER

CEDAR

PINE

POPLAR

WILLOW OAK

RED MAPLE

EXISTING BUILDING

(TO BE REMOVED)

EXISTING SHED

(TO BE REMOVED)

EXISTING BUILDING

(TO BE REMOVED)

EXISTING BUILDING

(TO BE REMOVED)

EXISTING WELL HOUSE

(TO BE REMOVED)

EXISTING

FIRE HYDRANT (TYP.)

EXISTING

GAS VALVE (TYP.)

EXISTING

WATER VALVE (TYP.)

EXISTING EDGE OF

PAVEMENT (TYP.)

EXISTING OVERHEAD

POWER LINE TO BE

RELOCATED (BY OTHERS)

EXISTING FOUNDATION

(TO BE REMOVED)

45.1'

EXISTING SHED

(TO BE REMOVED)

22"

20"

21"

20"

24"

23"26"

24"

28"

22"

22" 20"

27"

23"

11"

9"

24"

14"

32"

40"

17"

49"

39"

14"

14"

EXISTING 5' SIDEWALK

EXISTING FENCE

(TO REMAIN)

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APPROX. LOCATION OF

EXISTING 12" WATERLINE

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EXISTING LIGHT FIXTURE

(TO BE REMOVED)

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EXISTING

8" STEEL

CULVERT

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EXISTING CONCRETE

(TO BE REMOVED)

EXISTING TREE

(TO BE REMOVED) (TYP.)

N 17°14'12" W

3.38'

EXISTING TREE

(TO BE REMOVED) (TYP.)

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197,969 SF

4.545 AC.

REMOVE APPROX. 33 L.F.

OF EXISTING FENCE

ENCROACHMENT FROM

ADJACENT PROPERTY

0

SCALE OF MAP MAY VARY

DUE TO METHODS OF REPRODUCTION.

SCALE: 1" =

VICINITY MAP

SCALE: 1" = 250'

GENERAL NOTES

(1) BOUNDARY & TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CAWTHORNE, MOSS &

PANCIERA (C-1525), PERFORMED BY L. JORDAN PARKER JUNIOR, P.L.S. (L-4685), DATED

JANUARY 10, 2017. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. NOT

FOR SALE OR RECORDATION.

(2) CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, MATERIAL AND DEPTH OF ALL EXISTING

UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING

CONSTRUCTION. ELEVATIONS INDICATED ON PLANS SHOWN AS APPROXIMATE, CONTRACTOR

SHALL FIELD VERIFY ALL ELEVATIONS PRIOR TO COMMENCING CONSTRUCTION.

(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED

THROUGH ALL CONSTRUCTION RELATED ACTIVITIES.

(4) ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND MULCHED IN ACCORDANCE

W/NPDES STABILIZATION TABLE.

(5) WATER & SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO THE CITY OF RALEIGH

STANDARD SPECIFICATIONS AND DETAILS.

(6) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA

GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION

AND EROSION CONTROL PLAN. TOTAL DISTURBED AREA EXCEEDS 1/2 ACRE, THEREFORE A

TOWN OF WAKE FOREST LAND DISTURBING/GRADING PERMIT IS REQUIRED.

(7) ALL WORK MUST COMPLY WITH APPLICABLE NCDOT STANDARDS, NORTH CAROLINA BUILDING

CODES, AND TOWN OF WAKE FOREST STANDARDS, DETAILS AND SPECIFICATIONS.

(8) ANY CONFLICT(S) BETWEEN ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL AND CIVIL SHEETS SHALL BE SUBMITTED BY CONTRACTOR, IN WRITING, TO BOTH

ARCHITECT AND ENGINEER. WRITTEN CLARIFICATION/RESOLUTION MUST BE RECEIVED BY

CONTRACTOR FROM ARCHITECT AND ENGINEER PRIOR TO COMMENCING CONSTRUCTION.

DRAWN BY:

PROJECT NO.:

REVIEWED BY:

OF 5 SHEETS

ISSUED FOR: DATE:

REVISIONS: DATE:

RED

LIN

E EN

GIN

EERIN

G, P.C. (C-3075)

1401 AVERSBO

RO

RO

AD

, SU

ITE #

210

GARN

ER, N

ORTH

CARO

LIN

A 27529

PH

ON

E - (919) 779-6851

PRELIMINARY DRAWING

FOR REVIEW

PURPOSES ONLY

THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS

INDICATE IT HAS BEEN ALTERED. ALL INFORMATION

REPRESENTED ON THIS SHEET IS THE PROPERTY OF

RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,

THIS INFORMATION SHALL NOT BE DUPLICATED IN PART

OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION

FROM RED LINE ENGINEERING, P.C. 2017 ©

SHEET NUMBER:

SEAL

032614

SEAL

C-3075

PRELIMINARY

DRAWING

NOT RELEASED

FOR CONSTRUCTION

TO

WN

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10

47

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REVIEW/PERMITS 2/1/18

17-006

TAL

GJM

C2

R


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N.C. GRID NAD' 83

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N.C. GRID NAD' 83


C-1 259.36' 530.00' 256.78' S 53°54'42" EC-2 64.66' 270.00' 64.50' S 61°10'02" E

34.86'

60.00'

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JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

DAVID W. JONES &

DAWN J. JONES

D.B. 14325, PG. 1480

B.M. 2009, PG. 1105

PIN# 1841.07-78-4433

ZONING: CU-GR3

9

45

2

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11

21'X

55'

21'X55'

21'X55'

21'X55'

21'X55'

21'X60'

21'X60'

21'X60'

21'X60'

21'X60'

21'X55'

21'X60'

21'X55'

21'X60'

S

S

S

R6.50'

S

S

S

s

s

s

s

s

s

s

s

s

s

s

s

s

s

MEADOWS HOMEOWNERS


D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-68-9765

ZONING: CU-GR3

N

7

2

°

4

5

'4

8

"

E

2

9

.

1

0

'

1

2

9

.

7

8

'

1

5

7

.

7

2

'

3

3

4

.

0

8

'

4

9

.4

1

'

1

0

4

.

0

4

'

5

4

.

6

6

'

N

5

2

°

5

9

'

0

2

"

E

7

6

.

8

9

'

1

5

5

.5

3

'

1

4

7

.

2

6

'

C

-

1

S

6

8

°

3

1

'4

1

"

E

N

3

7

°

5

8

'

0

5

"

W

149.92'

N

08°15'19" W

5

2

9

.

7

4

'

S

6

7

°

5

5

'5

0

"

E

2

7

9

.

4

5

'

C

-

2

4

7

4

.

6

6

'

L

-

1

L

-

2

L

-

3

L

-

5

L

-

6

L

-

7

N

6

7

°

5

0

'5

6

"

W

N

1

7

°

5

5

'2

0

"

E

21"

20"

15"

20"

12"

13"

12"

8"

13"

12"

8"

9"

8"

8"

15"

10"

8"

15"

10"

6"

9"

13"

9"

8"

8"

7"

7"

9"

6"

7"

6"

7"

8"

8"

6"

20"

R15.00'

PRIVATE OPEN SPACE



D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-78-7223

ZONING: CU-GR3

20' CITY OF RALEIGH

SANITARY SEWER

EASEMENT

B.M.2009, PG. 1105

72

73

E

X

I

S

T

I

N

G

1

2

"

R

C

P


JENNIFER L. DAVIS

D.B. 15640, PG. 2604

B.M. 2009, PG. 1105

PIN# 1841.07-78-4387

ZONING: CU-GR3

S

6

4

°

4

4

'2

1

"

E

L

-

4

R10.00'

JUNIPER

CEDAR

PINE

POPLAR

WILLOW OAK

RED MAPLE

24"

5

'

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

EXISTING

8" STEEL

CULVERT

U

.

S

.

1

A

N

O

R

T

H

M

A

I

N

S

T

R

E

E

T

1

0

0

'

P

U

B

L

I

C

R

I

G

H

T

-

O

F

-

W

A

Y

3

3

.

3

8

'

N 17°14'12" W

3.38'

P

R

O

P

O

S

E

D

20' T

Y

P

E

"C

" LA

N

D

S

C

A

P

E

D

R

E

A

R

B

U

F

F

E

R

P

E

R

U

D

O

S

E

C

T

IO

N

8.5.1.2

1

8

'

M

A

X

S

E

T

B

A

C

K

B

A

R

N

F

O

R

D

M

I

L

L

R

O

A

D

6

0

'

P

U

B

L

I

C

R

I

G

H

T

-

O

F

-

W

A

Y

PROPOSED 22.97' X 429.98' AASHTO

SIGHT DISTANCE TRIANGLE

PROPOSED 49.13.00' X 496.13'

AASHTO SIGHT DISTANCE

TRIANGLE

R10.00'

1

5

.

0

0

'

11,721 SF

OPEN SPACE

INSTALL APPROX.

110 L.F. SIDEWALK

(5 FT. WIDTH TYP.)

L

-

2

1

8

.

0

0

'

R10.00'

R4.50'

7

5

.

0

0

'

8,538 SF

PARK SPACE

7

5

.

0

0

'

1

8

.

0

0

'

L

-

1

C

-

1

C

-

2

L

-

3

5

1

'

P

U

B

L

I

C

R

I

G

H

T

O

F

W

A

Y

STORMWATER

ACCESS &

MAINTENANCE

EASEMENT

5

'

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

R6.50'

PROPOSED

MAIL KIOSK

2

2

.

0

0

'

R28.00'

2

7

.

0

0

'

B

-

B

5

'

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

R15.00'

R28.00'

2

3

.

0

0

'

R15.00'

2

7

.

0

0

'

B

-

B

1

8

.

0

0

'

PROPOSED 30"

CURB & GUTTER

(TYP.)

P

R

O

P

O

S

E

D

1

0

'

L

A

N

D

S

C

A

P

E

D

S

I

D

E

B

U

F

F

E

R

P

E

R

U

D

O

S

E

C

T

I

O

N

8

.

5

.

1

.

2

1

8

.

0

0

'

2

0

.

0

0

'

1

7

.

8

8

'

2

3

.

0

0

'

1

8

.

0

0

'

INSTALL APPROX. 896 L.F. 6 FT. TALL OPAQUE

WOODEN FENCE ALONG PROPERTY LINE TO THE

SOUTHERN AND WESTERN PROPERTY LINE

(FENCE SHALL BE PAINTED DARK NEUTRAL

COLOR PER TOWN REQUEST)

P

R

O

P

O

S

E

D

2

0

'

T

Y

P

E

"

C

"

L

A

N

D

S

C

A

P

E

D

S

I

D

E

B

U

F

F

E

R

P

E

R

U

D

O

S

E

C

T

I

O

N

8

.

5

.

1

.

2

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

9

4

.

2

8

'

N

5

1

°

2

1

'

0

9

"

W

1

9

0

.

4

9

'

N

2

2

°

2

8

'4

4

"

E

9

4

.

7

6

'

N

2

2

°

2

8

'4

4

"

E

9

4

.

5

2

'

9

4

.

6

4

'

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

9

4

.

4

0

'

1

8

.

0

0

'

9

4

.

1

6

'

9

4

.

0

4

'

9

3

.

9

2

'

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

9

3

.

8

0

'

9

2

.

6

6

'

8

7

.

9

7

'

1

8

'

M

A

X

S

E

T

B

A

C

K

N

2

2

°

2

8

'4

4

"

E

1

8

'

M

A

X

S

E

T

B

A

C

K

N

6

7

°

2

8

'5

9

"

W

8

5

.

3

3

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

N

6

7

°

2

8

'5

9

"

W

9

4

.

0

5

'

21'X

55'

N

2

2

°

3

1

'0

1

"

E

6

9

.

3

6

'

N

2

2

°

3

1

'0

1

"

E

8

4

.

0

0

'

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

N

2

2

°

2

8

'4

4

"

E

9

2

.

0

1

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

8

2

.

0

0

'

8

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

6

7

'

9

6

.

9

4

'

N

3

8

°

3

8

'

5

1

"

E

9

1

.

3

9

'

N

3

8

°

3

8

'

5

1

"

E

9

2

.

3

0

'

N

3

8

°

3

8

'

5

1

"

E

9

5

.

8

9

'

N

3

8

°

3

8

'

5

1

"

E

1

0

2

.

2

3

'

N

3

8

°

3

8

'

5

1

"

E

1

0

9

.

3

9

'

N

3

8

°

4

6

'

3

5

"

E

1

7

7

.

7

2

'

N

5

1

°

2

1

'

0

9

"

W

9

2

.

0

0

'

N

5

1

°

2

1

'

0

9

"

W

N

5

1

°

2

1

'

0

9

"

W

N

5

1

°

2

1

'

0

9

"

W

N

5

1

°

2

1

'

0

9

"

W

N

5

1

°

2

1

'

0

9

"

W

N

5

1

°

2

1

'

0

9

"

W

N

5

1

°

2

1

'

0

9

"

W

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

9

2

.

0

0

'

N

5

1

°

2

1

'

0

9

"

W

8

6

.

9

8

'

2

3

5

.

0

3

'

N

6

7

°

5

0

'5

6

"

W

N 22°28'44" E

29.49'

C

4

C

1

C

3

C

2

8

2

.

4

8

'

N

2

2

°

3

1

'0

1

"

E

5

0

.

0

0

'

S

6

4

°

4

5

'1

8

"

E

2

5

7

.

4

3

'

5

0

.

0

6

'

S

2

2

°

3

1

'0

1

"

W

2

3

.

0

0

'

1

0

7

.

5

7

'

N 21°10'57" W

12.95'

1

9

0

.

4

6

'

S

6

7

°

3

1

'1

6

"

E

2

9

7

.

5

1

'

N

3

8

°

3

8

'

5

1

"

E

N 08°15'19" E

17.04'

1

8

'

M

A

X

S

E

T

B

A

C

K

1

8

'

M

A

X

S

E

T

B

A

C

K

1

8

'

M

A

X

S

E

T

B

A

C

K

S

6

7

°

3

1

'0

1

"

E

C

5

1

8

.

0

0

'

C

6

2

4

.

0

0

'

S

6

7

°

3

1

'1

6

"

E

S

5

1

°

2

1

'

0

9

"

E

1

8

.

0

0

'

7

6

.

0

8

'

1

8

.

0

0

'

1

0

4

.

0

0

'

1

0

3

.

1

9

'

C

7

2

3

.

0

0

'

1

8

'

M

A

X

S

E

T

B

A

C

K

1

8

.

0

0

'

P

R

O

P

O

S

E

D

D

R

I

V

E

W

A

Y

(

1

8

'

L

E

N

G

T

H

M

I

N

.

T

Y

P

.

)

1

8

'

M

A

X

S

E

T

B

A

C

K

1

8

.

0

0

'

2

0

.

0

0

'

2

4

.

0

0

'

1

8

.

0

0

'

2

4

.

0

0

'

N

6

7

°

3

1

'1

6

"

W

1

0

0

.

0

0

'

R

/

W

S

2

2

°

3

1

'0

1

"

W

P

R

O

P

O

S

E

D

3

0

'

C

I

T

Y

O

F

R

A

L

E

I

G

H

S

A

N

I

T

A

R

Y

S

E

W

E

R

E

A

S

E

M

E

N

T

N

6

7

°

2

8

'5

9

"

W

N 64°55'37" E

13.18'

APPROX. 160 L.F. OF

EXISTING FENCE ON

ADJACENT PROPERTY

9

.

0

0

'

2

0

.

0

0

'

2

0

.

0

0

'

9

.

0

0

'

2

0

.

0

0

'

9

.

0

0

'

2

0

.

0

0

'

9

.

0

0

'

2

0

.

0

0

'

S

T

O

R

M

W

A

T

E

R

A

C

C

E

S

S

E

A

S

E

M

E

N

T

N

.

M

A

I

N

S

T

R

E

E

T

B

A

R

N

F

O

R

D

M

I

L

L

R

O

A

D

E

D

G

E

F

O

R

D

P

A

R

K

L

A

N

E

M

E

L

K

S

H

A

M

R

O

A

D

B

E

L

L

R

E

N

G

D

R

I

V

E

C

A

L

A

D

IU

M

D

R

I

V

E

SITE

VICINITY MAP

SCALE: 1" = 250'

0



SCALE: 1" =

40' 40'

40'

DRAWN BY:

PROJECT NO.:

REVIEWED BY:

OF 5 SHEETS

ISSUED FOR: DATE:

REVISIONS: DATE:

RED

LIN

E EN

GIN

EERIN

G, P.C. (C-3075)

1401 AVERSBO

RO

RO

AD

, SU

ITE #

210

GARN

ER, N

ORTH

CARO

LIN

A 27529

PH

ON

E - (919) 779-6851

PRELIMINARY DRAWING

FOR REVIEW

PURPOSES ONLY








SHEET NUMBER:

SEAL

032614

SEAL

C-3075

PRELIMINARY

DRAWING

NOT RELEASED

FOR CONSTRUCTION

TO

WN

HO

ME

S O

N M

AIN

10

47

N

. M

AIN

S

TR

EE

T

WA

KE

F

OR

ES

T, N

OR

TH

C

AR

OL

IN

A 2

75

87

PR

ELIM

IN

AR

Y S

UB

DIV

IS

IO

N M

AS

TE

RP

LA

N


17-006

TAL

GJM

C3

R


PROPOSED ROAD CURVE TABLE

CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARINGC-1 105.56' 150.00' 103.40' N 37°26'53" WC-2 131.51' 150.00' 127.34' N 42°24'15" W

LINE BEARING DISTANCEPROPOSED ROAD LINE TABLE

L-1 N 54°31'35" W 42.08'L-2 N 67°31'16" W 222.97'L-3 N 22°31'01" E 256.24'

PROPOSED ROAD SECTION

DETAIL

SCALE: NOT TO SCALE

PROPOSED 51' R/W

TYPICAL CROSS SECTION

FOR PROPOSED ACCESS ROAD

USING 2'-6" CURB AND GUTTER

PROP.

(R/W)

1

C3

25'-6"(TYP.)

13'-6" (B.O.C.)

11'-0"2'-0"

6"

(R/W)

2'-0"

6"

6'-0"

(TYP.)

C

L

1/4

"/FT

1/4"/F

T

5'-0"

(TYP.)

25'-6"(TYP.)

13'-6" (B.O.C.)

5'-0"

(TYP.)

6'-0"

(TYP.)

11'-0"

CROWN 1/4" PER 1'

3" 9.5B ASPHALT

PROPOSED 6'-0" GRASSED PLAZA STRIP

PROPOSED 5' CONCRETE SIDEWALK

PROPOSED 30" CURB & GUTTER

8" ABC STONE BASE

AASHTO SIGHT DISTANCE TRIANGLE

CALCULATION

ISD

LEFT TURN

= (1.47)*(45MPH)*(7.5S)

= 496.13 FT

ISD

RIGHT TURN

= (1.47)*(45MPH)*(6.5S)

= 429.98 FT

BUFFER NOTE: NO STRUCTURE OF ANY KIND (HVAC,

PATIOS, UTILITIES, ETC.) SHALL BE INSTALLED IN THE

PROPOSED BUFFER. ONLY LANDSCAPING, FENCING AND

AND MAINTENANCE ACTIVITIES SHALL BE ALLOWED.

C2 109.59 125.00' 106.12' N 42°24'15" W

PROPOSED PROPERTY CURVE TABLE

CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARINGC1 129.12 175.00' 126.21 N 38°25'28" W

C4 99.48 125.00' 96.87' S 40°05'07" EC3 153.43 175.00' 148.56 S 42°24'15" E

C6 15.71 10.00' 14.14 N 67°28'49" EC5 15.71 10.00' 14.14' S 22°31'16" E

C7 8.34 15.00' 8.24 S 35°25'01" E

LOT SQUARE FOOT TABLE

LOT #

AREA (SF) AREA (AC.)

11,903.24

0.04

21,963.17

0.05

31,971.15

0.05

41,973.67

0.05

51,976.19

0.05

61,981.12

0.05

71,983.64

0.05

81,986.00

0.05

91,988.85

0.05

102,436.84

0.06

111,911.14

0.04

121,974.98

0.05

131,974.98

0.05

141,974.98

0.05

151,974.98

0.05

161,974.98

0.05

171,974.98

0.05

181,974.98

0.05

192,292.10

0.05

201,932.10

0.04

211,932.07

0.04

221,932.04

0.04

232,278.55

0.05

242,278.54

0.05

251,932.00

0.04

261,932.00

0.04

271,935.41

0.04

282,456.22

0.06

291,923.23

0.04

301,971.44

0.05

312,075.26

0.05

322,234.11

0.05

331,931.37

0.04

341,939.12

0.04

351,938.13

0.04

361,937.14

0.04

371,935.53

0.04

381,934.54

0.04

391,933.55

0.04

401,932.56

0.04

PROPOSED 1' MAINTENANCE STRIP BEHIND SIDEWALK

UTILITY EASEMENT NOTE: A 5' UTILITY EASEMENT IS

REQUIRED ON ALL LOTS. UTILITY EASEMENT NOT

SHOWN FOR CLARITY PURPOSES. EASEMENT WILL BE

RECORDED WITH THE SUBDIVISION PLAT.

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N.C. GRID NAD' 83

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N.C. GRID NAD' 83


C-1 259.36' 530.00' 256.78' S 53°54'42" EC-2 64.66' 270.00' 64.50' S 61°10'02" E

34.86'

60.00'

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JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

DAVID W. JONES &

DAWN J. JONES

D.B. 14325, PG. 1480

B.M. 2009, PG. 1105

PIN# 1841.07-78-4433

ZONING: CU-GR3

9

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MEADOWS HOMEOWNERS


D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-68-9765

ZONING: CU-GR3

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08°15'19" W

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20"

15"

20"

12"

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12"

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9"

8"

8"

15"

10"

8"

15"

10"

6"

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13"

9"

8"

8"

7"

7"

9"

6"

7"

6"

7"

8"

8"

6"

20"

PRIVATE OPEN SPACE



D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-78-7223

ZONING: CU-GR3

20' CITY OF RALEIGH

SANITARY SEWER

EASEMENT

B.M.2009, PG. 1105

72

73

E

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1

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JENNIFER L. DAVIS

D.B. 15640, PG. 2604

B.M. 2009, PG. 1105

PIN# 1841.07-78-4387

ZONING: CU-GR3

S

6

4

°

4

4

'2

1

"

E

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4

JUNIPER

CEDAR

PINE

POPLAR

WILLOW OAK

RED MAPLE

W

W

W

W

24"

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

S

S

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S

PROPOSED 8"

WATERLINE

EXISTING

8" STEEL

CULVERT

U

.

S

.

1

A

N

O

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-

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A

Y

N 17°14'12" W

3.38'

PROPOSED 5'X5' CITY OF RALEIGH

WATERLINE EASEMENT (TYP.)

PROPOSED 5'X5' CITY OF RALEIGH

WATERLINE EASEMENT (TYP.)

8" RESTRAINED CAP WITH

THRUST BLOCKING 10 FT.

BEYOND HYDRANT

CO

P

R

O

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20' T

Y

P

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"C

" LA

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5

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1

.

2

NEW 12"X8" TAPPING SLEEVE

AND GATE VALVE ASSEMBLY

(MUELLER H304 OR C.O.R.

APPROVED EQUAL)

W

WM

P

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D

2

0

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"

C

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L

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.

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.

1

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CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

W

M

W

M

W

M

W

M

S

CO

CO

CO

CO

PROPOSED 3/4" WATER

SERVICE AND METER (TYP.)

PROPOSED 4" SAN.

SEWER SERVICE (TYP.)

C

O

C

O

C

O

C

O

C

O

C

O

C

O

CO

1

8

'

M

A

X

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B

A

C

K

1

8

'

M

A

X

S

E

T

B

A

C

K

21'X

55'

1

8

'

M

A

X

S

E

T

B

A

C

K

1

8

'

M

A

X

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B

A

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1

8

'

M

A

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B

A

C

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1

8

'

M

A

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S

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T

B

A

C

K

WM

WM

1

8

'

M

A

X

S

E

T

B

A

C

K

WM

WM

PROPOSED 8"

SANITARY SEWER

WM

WM

WM

PROPOSED 20' CITY OF RALEIGH

WATERLINE EASEMENT

1

1

.

6

7

'

1

0

0

.

0

0

'

R

/

W

P

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WBO

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SITE

VICINITY MAP

SCALE: 1" = 250'

0



SCALE: 1" =

40' 40'

40'

DRAWN BY:

PROJECT NO.:

REVIEWED BY:

OF 5 SHEETS

ISSUED FOR: DATE:

REVISIONS: DATE:

RED

LIN

E EN

GIN

EERIN

G, P.C. (C-3075)

1401 AVERSBO

RO

RO

AD

, SU

ITE #

210

GARN

ER, N

ORTH

CARO

LIN

A 27529

PH

ON

E - (919) 779-6851

PRELIMINARY DRAWING

FOR REVIEW

PURPOSES ONLY








SHEET NUMBER:

SEAL

032614

SEAL

C-3075

PRELIMINARY

DRAWING

NOT RELEASED

FOR CONSTRUCTION

TO

WN

HO

ME

S O

N M

AIN

10

47

N

. M

AIN

S

TR

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T

WA

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F

OR

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T, N

OR

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C

AR

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IN

A 2

75

87

PR

ELIM

IN

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TILIT

Y P

LA

N


17-006

TAL

GJM

C4

R


C.O.R. STANDARD UTILITY NOTES:

1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN

STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)

2. UTILITY SEPARATION REQUIREMENTS:

A. A DISTANCE OF 100’ SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC

WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING

WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE

SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM

SEPARATION SHALL NOT BE LESS THAN 25’ FROM A PRIVATE WELL OR 50’ FROM A PUBLIC WELL.

B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES

SHALL BE 10’. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE

VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE

WATER MAIN AT LEAST 18” ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC

UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE

DIAMETER.

C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES

OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10’ ON EACH SIDE OF

CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.

D. 5.0’ MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM

SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.

E. MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;

MAINTAIN 24” MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS.

WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE

CRADLE HAVING 6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).

F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18” MIN.

VERTICAL SEPARATION REQUIRED.

3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR

PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &

BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL

BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.

5. 3.0’ MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0’ MINIMUM COVER IS

REQUIRED ON ALL REUSE MAINS.

6. IT IS THE DEVELOPER’S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT

BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC

UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR

EASEMENT PER CORPUD HANDBOOK PROCEDURE.

7. INSTALL ¾” COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2’X2’ WATERLINE

EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT’S RESPONSIBILITY TO PROPERLY SIZE THE

WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.

8. INSTALL 4” PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR

EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.

9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER

VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0’

ABOVE THE NEXT UPSTREAM MANHOLE.

10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR

FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO

CONSTRUCTION.

11. NCDOT/RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN

EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.

12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS

SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING

PERMIT. CONTACT TIM BEASLEY AT (919) 996-2334 OR [email protected] FOR MORE

INFORMATION.

13. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH

HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH

CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN

SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN

CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC

TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS OR THE LOCAL

CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT

(919) 996-5923 OR [email protected] FOR MORE INFORMATION.

BUFFER NOTE: NO STRUCTURE OF ANY KIND (HVAC,

PATIOS, UTILITIES, ETC.) SHALL BE INSTALLED IN THE

PROPOSED BUFFER. ONLY LANDSCAPING, FENCING AND

AND MAINTENANCE ACTIVITIES SHALL BE ALLOWED.

AutoCAD SHX Text

WV

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H

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N.C. GRID NAD' 83

AutoCAD SHX Text

N.C. GRID NAD' 83


C-1 259.36' 530.00' 256.78' S 53°54'42" EC-2 64.66' 270.00' 64.50' S 61°10'02" E

34.86'

60.00'

8

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3

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JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

JULIE G. ELLIS &

DANIEL A. SAFRIET

D.B. 5281, PG. 715

B.M. 1991, PG. 676

PIN# 1841.07-78-1057

ZONING: RD

DAVID W. JONES &

DAWN J. JONES

D.B. 14325, PG. 1480

B.M. 2009, PG. 1105

PIN# 1841.07-78-4433

ZONING: CU-GR3

9

45

2

10

1

AP

PR

OX.

LO

CA

TIO

N O

F

STO

RM

WA

TER

BM

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6

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7

24

23

27

25

1226

28

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13

16

17

18

15

29

30 40

31

33

32

34

36

35

37

38

39

12"

11

21'X

55'

21'X55'

21'X55'

21'X55'

21'X55'

21'X60'

21'X60'

21'X60'

21'X60'

21'X60'

21'X55'

21'X60'

21'X55'

21'X60'

S

S

S

S

S

S

s

s

s

s

s

s

s

s

s

s

s

s

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s

MEADOWS HOMEOWNERS


D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-68-9765

ZONING: CU-GR3

N

7

2

°

4

5

'4

8

"

E

2

9

.

1

0

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1

2

9

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.0

4

'

5

4

.

6

6

'

N

5

2

°

5

9

'

0

2

"

E

7

6

.

8

9

'

1

5

5

.5

3

'

1

4

7

.

2

6

'

C

-

1

S

6

8

°

3

1

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1

"

E

N

3

7

°

5

8

'

0

5

"

W

149.92'

N

08°15'19" W

5

2

9

.

7

4

'

S

6

7

°

5

5

'5

0

"

E

2

7

9

.

4

5

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-

2

4

7

4

.

6

6

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-

1

L

-

2

L

-

3

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-

5

L

-

6

L

-

7

N

6

7

°

5

0

'5

6

"

W

N

1

7

°

5

5

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0

"

E

21"

20"

15"

20"

12"

13"

12"

8"

13"

12"

8"

9"

8"

8"

15"

10"

8"

15"

10"

6"

9"

13"

9"

8"

8"

7"

7"

9"

6"

7"

6"

7"

8"

8"

6"

20"

PRIVATE OPEN SPACE



D.B. 15074, PG. 1167

B.M. 2009, PG. 1105

PIN# 1841.07-78-7223

ZONING: CU-GR3

20' CITY OF RALEIGH

SANITARY SEWER

EASEMENT

B.M.2009, PG. 1105

72

73

E

X

I

S

T

I

N

G

1

2

"

R

C

P


JENNIFER L. DAVIS

D.B. 15640, PG. 2604

B.M. 2009, PG. 1105

PIN# 1841.07-78-4387

ZONING: CU-GR3

S

6

4

°

4

4

'2

1

"

E

L

-

4

JUNIPER

CEDAR

PINE

POPLAR

WILLOW OAK

RED MAPLE

24"

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

w

t

r

EXISTING

8" STEEL

CULVERT

U

.

S

.

1

A

N

O

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T

H

M

A

I

N

S

T

R

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T

1

0

0

'

P

U

B

L

I

C

R

I

G

H

T

-

O

F

-

W

A

Y

PROPOSED LOCATION

OF RESIDENTIAL SITE

LIGHTING FIXTURE (TYP.)

(BY OTHERS)

PROPOSED

STREET/CANOPY

TREE LOCATION (TYP.)

PROPOSED RESIDENTIAL

SITE LIGHTS (BY OTHERS)

3

0

'

T

Y

P

.

N 17°14'12" W

3.38'

P

R

O

P

O

S

E

D

20' T

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"C

" LA

N

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6

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I

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H

T

-

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F

-

W

A

Y

PROPOSED 22.97' X 429.98' AASHTO

SIGHT DISTANCE TRIANGLE

PROPOSED 49.13.00' X 496.13'

AASHTO SIGHT DISTANCE

TRIANGLE

1

5

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A

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21'X

55'

1

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1

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1

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3

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E

SITE

VICINITY MAP

SCALE: 1" = 250'

0



SCALE: 1" =

40' 40'

40'

DRAWN BY:

PROJECT NO.:

REVIEWED BY:

OF 5 SHEETS

ISSUED FOR: DATE:

REVISIONS: DATE:

RED

LIN

E EN

GIN

EERIN

G, P.C. (C-3075)

1401 AVERSBO

RO

RO

AD

, SU

ITE #

210

GARN

ER, N

ORTH

CARO

LIN

A 27529

PH

ON

E - (919) 779-6851

PRELIMINARY DRAWING

FOR REVIEW

PURPOSES ONLY








SHEET NUMBER:

SEAL

032614

SEAL

C-3075

PRELIMINARY

DRAWING

NOT RELEASED

FOR CONSTRUCTION

TO

WN

HO

ME

S O

N M

AIN

10

47

N

. M

AIN

S

TR

EE

T

WA

KE

F

OR

ES

T, N

OR

TH

C

AR

OL

IN

A 2

75

87

PR

ELIM

IN

AR

Y LA

ND

SC

AP

E

AN

D LIG

HT

IN

G P

LA

N


17-006

TAL

GJM

C5

R


CANOPY TREE NOTE: PER UDO SECTION 8.6.1.C, CANOPY TREES

SHALL BE PLACED AT 30' O.C. ALONG STREETS. CANOPY TREES SHALL

NOT BE LESS THAN 15 FT FROM LIGHTING FIXTURES. TREE SPECIES

AND SIZE SHALL BE CONFORM TO UDO SECTION 8.9.1. SPECIES AND

SIZE SHALL BE APPROVED DURING SITE PLAN APPROVAL.

SITE LIGHTING NOTE: SITE LIGHTING SHOWN IS PRELIMINARY AND

MUST BE COORDINATED WITH UTILITY PROVIDER AT THE

CONSTRUCTION DRAWING PHASE OF THE PROJECT. FIXTURE

TYPES AND LOCATIONS ARE SUBJECT TO CHANGE BY PROVIDER.

LANDSCAPING NOTE: ONLY REQUIRED STREET/CANOPY TREES ARE

REFLECTED ON THIS PLAN. AT THE TIME OF SITE PLAN APPROVAL, A

DETAILED LANDSCAPE PLAN, SEALED BY A REGISTERED LANDSCAPE

ARCHITECT, WILL BE PROVIDED FOR ALL BUFFERS, ENTRANCES, PARK

AREAS, COMMON AREAS, ETC.

AutoCAD SHX Text

WV

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

GV

AutoCAD SHX Text

N.C. GRID NAD' 83

AutoCAD SHX Text

N.C. GRID NAD' 83

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