EXTENSION OFWALNUT STREET

PROP. C.O.S.0.40 AC

60756.35SSMH

70758.36SSMH

100747.63SSMH

107768.78TIE-NL-CLOSE

109749.09TOP2-OS-15-TOB1-NOEL

122747.87SSMH

123750.01SSMH

143793.64TIE-NL-LAST

148783.78WALK-CL-5

192795.14EC

193795.23EC

194794.55EC

195794.38EC

196793.96EC

197794.14EC

36.00'

92

.0

0'

36.00'36.00'

36.00'

92

.0

0'

92

.0

0'

36.00'

36.00'

92

.0

0'

36.00'

36.00'

92

.0

0'

8

4

.

5

8

'

27.71'

18

2.0

1'

1

3

.

6

3

'

11

3.5

5'

100.00'

13

3.6

7'

15

8.8

9'

65.2

2'

93.4

8'

65.00'

31.1

1'

39.1

3'

15

3.0

8'

70.00'

17

9.5

1'

22.00'

2

2

.6

6

'

22

.51'

195.59'

65.2

2'

16

4.2

8'

3

1

.1

7

'

3.59'

31.1

6

'

11

0.2

1'

99.72'

111.14'

2

8

.5

0

'

13.60'

18.3

9'

89

.4

8'

60.00'

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

TE

36.00'

36.00'

92

.0

0'

39.00'

39.00'

92

.0

0'

PROP. PARK/PUBLIC OPENSPACE.0.28 AC

83

.1

2'

2

1

.5

6

'

25

.42'

19.12'

54.92'

78.66'

3,312 SF

0.08 AC

PROP.C.O.S.0.035

AC

PROP. SANDFILTER - 1

5,247 SF

0.12 AC

22,407 SF

0.51 AC

11,818 SF

0.27 AC

10,919 SF

0.25 AC

15,016 SF

0.34 AC

11,088 SF

0.25 AC

10,503 SF

0.24 AC

3,312 SF

0.08 AC

3,312 SF

0.08 AC

4,770 SF

0.11 AC

3,588 SF

0.08 AC

3,312 SF

0.08 AC

3,312 SF

0.08 AC

92

.0

0'

10

11,818 SF

0.27 AC

3

1

2

8

7

4

5

6

1312

91114

R18'

R15'

R6.5'

R15'

R27.5'

2+42

0+00

1+

00

2+

00

4+30

0+00

1

+

0

0

2+00

3+00

4+00

2+550+001+002+00

2+69

0+00

1+002+00

L1

L2

L

3

L4

C1

C2

L5

L8

L6

L7

MIM

OS

A S

TRE

ET

PR

OP

. 45'

PU

BLI

C R

/W

15' WIDE ALLEYPROP. 27' PUBLIC R/W

EXTENSION OF JAMESALEXANDER WAY

PROP. 45' PUBLIC R/W

R18'

R6.0'

R4'

R7'

R8'

R3'

R7'

R17.5'

R20'

7'

20'

EOP

12

'

EO

P

20'

EOP

20

'

EO

P

EX

.18'

EO

P

9

'

1

1

'

8

.

5

'

5

'

20

'

EO

P

9'

9'

27

'

21'

71

'

7'

LINE TABLE

NUMBER

L1

L2

L3

L4

L5

L6

L7

L8

BEARING

N88°10'52"W

S00°02'33"W

S11°16'00"W

S01°50'38"W

S01°28'33"W

S01°30'17"W

S07°13'59"E

S01°28'33"W

LENGTH (FT)

241.54

47.09

54.67

278.65

254.98

21.04

12.15

235.86

START POINT

N639061.5072

E1449193.1270

N639443.2490

E1448974.8652

N639366.9629

E1448971.9396

N639292.9463

E1448958.9143

N639065.7018

E1449061.0311

N639082.5373

E1449193.6794

N639061.5072

E1449193.1270

N639049.4526

E1449194.6570

END POINT

N639069.1732

E1448951.7108

N639396.1574

E1448974.8302

N639313.3462

E1448961.2585

N639014.4358

E1448949.9487

N638810.8044

E1449054.4644

N639061.5072

E1449193.1270

N639049.4526

E1449194.6570

N638813.6746

E1449188.5829

CURVE TABLE

NUMBER

C1

C2

RADIUS (FT)

150

125

LENGTH (FT)

29.38

20.56

TANGENT (FT)

14.74

10.30

DELTA

011°13'26"

009°25'22"

CHORD LENGTH (FT)

29.34

20.53

CHORD BEARING

S05°39'16"W

S06°33'19"W

321

C

B

A

KEY PLAN

SEAL

4

D

E

5

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

PROJECT NO. 50101605

Dewberry Engineers Inc.

DA

VID

SO

N S

PR

ING

SP

HA

SE

III &

IV10

0% C

ON

STR

UC

TIO

N D

OC

UM

EN

TSD

AV

IDS

ON

, NO

RTH

CA

RO

LIN

A

NCBELS #F-0929

NO. DATE BY DESCRIPTION

SHEET NO.

9300 Harris Corners Pkwy, SUITE 220

Charlotte, NC 28269

Phone: 704.509.9918

Fax: 704.509.9937

www.dewberry.com

1 11/01/2018 MTK PER. TOWN/COUNTY COMMENTS

2 12/07/2018 MTK PER. TOWN/COUNTY COMMENTS

3 03/01/2019 MTK PER. CLT WATER COMMENTS

VICINITY MAPNOT TO SCALE

S

M

A

I

N

S

T

SO

UT

H S

T

C

O

N

C

O

R

D

R

D

WA

LN

UT

S

T

P

O

T

T

S

S

T

PROJECT

SITE

PROP. 6' PLANTING

STRIP (TYP.)

PROP. 2' STD. C&G

(TYP.) - SEE DETAIL

ON SHEET C7.01

PROP. 2' CONCRETE

VALLEY CURB

PROP.PUBLIC R/W MEASURED

30' FROM PROPOSED ROAD CL

PROP. GARBAGE AND

RECYCLING COLLECTION PAD

PROP. 5' SIDEWALK (TYP.) -

SEE DETAIL ON SHEET C7.01

PROP. PUBLIC R/W

BEGIN ALLEY

10' F

RO

NT

SE

TB

AC

K

13' S

ID

E S

ET

BA

CK

1

3

' S

ID

E

S

E

T

B

A

C

K

17' FRONT SETBACK

20' REAR SETBACK

20' REAR SETBACK

16' S

ID

E S

ET

BA

CK

15' S

ID

E

S

E

TB

A

C

K

20' FRONT SETBACK

PROP.20' PUBLIC ACCESS

EASEMENT FOR 10'-WIDE MULTI-USE

PATH AND GREENWAY CONNECTION

SETBACK WIDTH

VARIES TO MATCH

SETBACK OF EXISTING

HOME AT 630 JAMES

ALEXANDER WAY

(NOT PART OF DEVELOPMENT)

10' SIDE SETBACK

10' F

RO

NT

SE

TB

AC

K

7.5' S

ID

E S

ET

BA

CK

7.5' S

ID

E S

ET

BA

CK

20' REAR SETBACK

10' FRONT SETBACK

1

1

' S

ID

E

S

E

T

B

A

C

K

STOP SIGN (TYP.)

10' PRIVATE SANITARY

SEWER EASEMENT

SIDEWALK EASEMENT

WIDTH VARIES

PROP. FIRE TURNAROUND /

TIE-OUT TO EXISTING EXISTING

GRAVEL PARKING LOT

PROP. 4'X7' CONCRETE PAD (MIN. 8" THICK)

FOR MAIL KIOSK (TO BE SELECTED BY

OWNER IN ACCORDANCE WITH THE TOWN

OF DAVIDSON PLANNING ORDINANCE)

8' WIDE PLANTER STRIP

FUTURE SIDEWALK CORRIDOR

MECKLENBURG COUNTY

TYPE II MODIFIED DRIVEWAY

PROP. ASPHALT DRIVE AT END OF WALNUT

STREET TO TIE FLUSH TO EXISTING

10' S

ID

E S

ET

BA

CK

(T

YP

.)

10' S

ID

E S

ET

BA

CK

(T

YP

.)

10' S

ID

E S

ET

BA

CK

10' F

RO

NT

S

ET

BA

CK

20' R

EA

R S

ET

BA

CK

EXIST. 10' PRIVATE SAN. SWR. EASEMENT (TYP.)

100' SWIM

BUFFER (TYP.)

SCALE: 1" =30'

SITE PLAN

C3.01

PROP. 2' STD. C&G

PROP. SEGMENTAL BLOCK RETAINING WALL

(DESIGNED BY OTHERS) - SEE GRADING

PLAN SHEET C4.01 FOR MORE INFO.

PROP. 6' MEANDERING BRICK

SIDEWALK (TYP.) - OWNER TO

COODINATE SPECIFICATIONS

WITH TOWN PLANNING

PROP. 5' SIDEWALK (TYP.) -

SEE DETAIL ON SHEET C7.01

PROP. 2' STD. C&G (TYP.) -

SEE DETAIL ON SHEET C7.01

SETBACK NOTES:

1. ALL FRONT YARD SETBACKS BASED ON ADJACENT

HOMES WITHIN 500' PER TOWN OF DAVIDSON VIP

ZONING REQUIREMENTS.

2. ALL LOTS FOR SINGLE FAMILY HOMES TO HAVE

MINIMUM 20' REAR YARD SETBACK.

3. ALL LOTS FOR SINGLE FAMILY HOMES TO HAVE

MINIMUM 5' SIDE YARD SETBACK AND MINIMUM SIDE

YARD SETBACKS TO TOTAL 30% OF LOT WIDTH.

LOT SCHEDULE:

WIDTH(FT) QTY COMMENT

35-40 6 SINGLE FAMILY HOMES, LOTS 9-14

50-60 2 SINGLE FAMILY HOMES, LOTS 2-3

60-70 4 SINGLE FAMILY HOMES, LOTS 4-7

70-100 1 SINGLE FAMILY HOMES, LOT 1

>100 1 SINGLE FAMILY HOMES, LOT 8

PHASING:

PHASE III : LOT 1

PHASE IV: LOTS 2-14

SITE PLAN DATA TABLETRANSPORTATION IMPACT ANALYSIS

OWNER SHALL MAKE PAYMENT IN LIEU OF AFFORDABLE

HOUSING MITIGATION PER TOWN OF DAVIDSON

ORDINANCE PRIOR TO ANY FINAL PLAT APPROVAL.

AFFORDABLE HOUSING

FIRE APPARATUS ACCESS ROADS AND TURN AROUNDS

SHALL BE DESIGNED AND MAINTAINED TO SUPPORT

THE IMPOSED LOADS OF FIRE APPARATUS OF 80,000

POUNDS.

FIRE NOTES

PROPOSED PCO EASEMENT

AT PROPERTY LINE

PROP. 20' CLT WATER SANITARY

SEWER EASEMENT (TYP.)

PROP. 30' TEMPORARY

CONSTRUCTION EASEMENT

OPEN SPACE SUMMARY:

TOTAL EXISTING SITE AREA: 4.56 ACRES

REQUIRED COMMON OPEN SPACE: 10.0% (0.46 ACRES)

REQUIRED NATURAL AREA: 28,893 SQFT. (0.69 ACRES)

PROPOSED COMMON OPEN SPACE: 15.6% (0.715 ACRES)

(EXCLUDING FUTURE GREENWAY)

PROPOSED NATURAL AREA: 33,103 SQFT. (0.76 ACRES)

PROP. ACCESSIBLE RAMP

- SEE DETAIL SHEET C7.01

PROP. 15' STORM DRAINAGE

EASEMENT (TYP.)

PROP. DIRECTIONAL ACCESSIBLE

RAMP - SEE DETAIL SHEET C7.02

PROP. ACCESSIBLE RAMP (TYP.)

- SEE DETAIL SHEET C7.01

PROP. DEAD END STREET BARRICADE

(TYP.) - SEE DETAIL SHEET C7.02

PROP. DIRECTIONAL

ACCESSIBLE RAMP (TYP.)

- SEE DETAIL SHEET C7.02

PROP. CROSSWALK STRIPING

(TYP.) - SEE DETAIL SHEET C7.04

PROP. 24" WHITE STOP BAR

- SEE DETAIL SHEET C7.04

PROP. CAST IN PLACE

RETAINING WALL (DESIGNED BY

OTHERS) - SEE GRADING PLAN

SHEET C4.01 FOR MORE INFO.

PROP. GUARDRAIL AT TOP OF RETAINING

WALL (TYP.) - SEE DETAIL SHEET C7.02

PROP. ACCESSIBLE RAMP (TYP.)

- SEE DETAIL SHEET C7.01

PROP. FIRE HYDRANT (TYP.)

PROP. 10' X 35' SIGHT

TRIANGLE (TYP.)

PROP. 10' X 35' SIGHT

TRIANGLE (TYP.)

PROP. SEGMENTAL BLOCK RETAINING WALL

(DESIGNED BY OTHERS) - SEE GRADING

PLAN SHEET C4.01 FOR MORE INFO.

PROP.45° STREET PARKING

(TYP.) - SEE DETAIL SHEET C7.02

10' S

ID

E S

ET

BA

CK

5' S

ID

E S

ET

BA

CK

(T

YP

.)

5' S

ID

E S

ET

BA

CK

(T

YP

.)

5' S

ID

E S

ET

BA

CK

(T

YP

.)

10' FRONT

SETBACK

20' REAR

SETBACK

PROP. PEDESTRIAN STREET LIGHTING FIXTURE (TYP.)

- TO BE SELECTED BY OWNER IN ACCORDANCE WITH

THE TOWN OF DAVIDSON PLANNING ORDINANCE

SIDEWALK EASEMENT WIDTH VARIES

PROP. PEDESTRIAN CROSSWALK

(TYP.) - SEE DETAIL SHEET 7.01

PROP. PERMANENT BMP MAINTENANCE

ACCESS (PCO) ESMT. AT PROPERTY LINE

PROPOSED 20' GREENWAY EASEMENT AND FUTURE

PROPOSED GREENWAY SHOWN ON THESE PLANS ARE PART

OF PROPOSED TOWN OF DAVIDSON PROJECT TITLED:

"RANDALL R. KINCAID GREENWAY", BY DEWBERRY ENGINEERS

INC. SEE SHEET C0.02 FOR ADDITIONAL INFORMATION.

PROP. ACCESSIBLE PARKING SIGN

(TYP.) - SEE DETAIL SHEET C7.05

PROP. 7'

SIDEWALK

EXIST. 10' PEDESTRIAN

ESMT. PER MB.:50 PG.:232

EXIST. 10' PEDESTRIAN

ESMT. PER MB.:50 PG.:232

PROP. PERMANENT BMP MAINTENANCE

ACCESS (PCO) ESMT. (TYP.)

10' FRONT SETBACK

PROP. FIRE HYDRANT (TYP.)

PROP. 1' CONCRETE

RIBBON CURB

PROP. TRANSITION 2' STD.

C&G TO 2'-6" STD. C&G (TYP.)

PROP. TRANSITION 2' VALLEY

C&G TO 2'-6" STD. C&G (TYP.)

PROP. CLT WATER ESMT.