2015-08-21-RX01-CMHP-ODillon Lakes-Submittal...

SHEET

1 1OF

DAT

E

64.2

33 A

C -

Cin

dy L

ane

January 27, 2015

1" = 100'

NLS NO.15003

DRAWN BYS. Kimrey

CHECKED BYS. Dyer

DATE

SCALE

Pre

pare

d fo

r: T

he H

ousi

ng P

artn

ersh

ip

REV

ISIO

NB

Y

City

of C

harlo

tte

ALTA

/AC

SM L

AN

D T

ITLE

SU

RV

EYM

eckl

enbu

rg C

ount

y, N

C

VICINITY MAP(Not to Scale)

N

100

BAR GRAPH

050 100

N

E

S

W

NO

R ST

AR

L A N D S U

RV

EY

IN

G

2 0 0 2

NO

RSTA

RLA

ND

SU

RVE

YIN

G,

NC

.I

552-

B N

ewel

l Stre

et N

WC

onco

rd, N

C 2

8025

Ph

704

721

665

1Fa

x 7

04 7

21 6

653

NC

Grid

- N

AD

83

1" = 100'

* Underground utilities delineated by Lyons Utility Locating, Inc. * Vertical control based on NAVD 88. (CORS) GPS Network NAD 83 (NSRS 2011)* Survey control is based on the NC Continuously Operating Reference Stations and agreements as may appear.* Property subject to recorded and unrecorded rights of way, easements* 1/2" rebar set all corners unless otherwise shown on survey.

Dated Sept. 20, 2011 Recorded in Mecklenburg Co. Registry* Deed Reference - Deed Bk. 26749, Pg. 77 Dillon Lake, LLCNOTES:

Firm

Lic

. # C

-229

4

- TRAFFIC SIGNAL SURVEY - GUYWIRE - LIGHT POLE - POWER POLE - WATER METER - WATER VALVE - FIRE HYDRANT - SANITARY SEWER CLEANOUT - SANITARY SEWER MANHOLEOHE - OVERHEAD ELECTRICCP - CALCULATED POINTR/W - RIGHT OF WAY

LEGEND

2122

N 0

3°43

'27"

E 4

62.2

0' T

otal

322328.27 sf7.400 AC

N 2

0°27

'59"

E 8

17.7

3' T

otal

1795716. 34 sf41.224 AC

18

19

352.56'

20

(B) 1" ROD

R/W

23

MARKER

24 2526

N 85°16'29" W 301.28'

27 28 2930 31

32 33 34 35 120121 122 123 124

125 126 127128

7

8

9

10

11

12

13

14

15

16

129130

6

5

4

3

COS

N 0

2°34

'12"

E 7

23.5

2' T

otal

N 82°57'29" E 646.02' Total

N 81°57'07" E 579.59' Total

N 82°01'53" E 453.40'

298.

95'

31.5

4'

131.

71'

S 73°07'54" E 599.91'

S 81°14'54" E 289.92'

S 08

°43'

38" W

315

.02'

Tot

al

272.

82'

N 85°21'53" W 845.63' Total

201.81'

643.82' PIPE 0.6'OFFLINE

(B) 1"PIPE

ANGLEIRON

CP

(B) 1"PIPE

STONE

1" PIPEw/ EX. NAIL

AT BASE

5/8"REBAR

CP

CP

1/2"REBAR

S 77°21'40" E101.23'

1/2"REBAR

(Tie Only)

1" PINCHEDTOP REBAR1/2"

REBAR

129.01'51.53'

51.03'71.08'

276.94' 1/2"REBAR

1/2"REBAR

1/2"REBAR

1/2"REBAR SET 1/2"

REBAR

552.51'

42.06' 41.93'

1-1/2"PIPE

683.

44'

40.0

9'

1/2"REBAR

1/2"REBAR

1/2"REBAR

N 69°19'07" W 393.00' Total

38.34'1-1/2"PIPE

w/ NAIL

MARKER

R/W

R/WMARKER

1-1/2"PIPE

N 85°32'15" W 688.71'

94.00'N 86°31'02" W

S 0

3°43

'55"

W 2

23.4

2'

N 85°43'09" W 826.97' Total

1/2"REBAR

5/8"REBAR

5/8"REBAR

(B) 5/8"REBAR

1-1/2"PIPE

1" PIPE1.3' OFFLINE

5/8" REBAR0.8' OFFLINE 126.23'

299.46'109.17' 89.96'

202.14'

FLAT IRON0.7' OFFLINE

2" FLATIRON

1"PIPE 1/2"

REBAR 1" PINCHEDTOP REBAR

(B) 5/8"REBAR

NOW OR FORMERLYMeadow Hill of Nevin, LLCDeed Bk. 13130, Pg. 893

Parcel #04113193Mecklenburg Co. Registry

2

1

1 2

Cochrane Drive60' Public R/W

40' Public R/WOakwood Drive

1"S 86°37'09" E 271.14' Tie Only REBAR

POND

1/2"

POND

POND

1"PIPE REBAR

77.0

'

DilapidatedBlock Bldg.

81.1

'

81.1

'

DilapidatedWooden

Bldg.

100.

5'

99.0

'

80.5

'

80.0

'

2 StoryVinyl

BlockWell

House

Split RailFence

Gate

Gate

Metal Bldg.

WaterVault

WaterVault

15"RCP's

12"MetalPipe

12" CPP

10" CMP

18" FES

12" CMP

12" RCP

15" RCP

12" RCP

Meadowhill - Phase 1 Map 2Map Bk. 39, Pg. 591

Mecklenburg Co. Registry







NOW OR FORMERLYConsos, Inc.

Deed Bk. 1293, Pg. 10Map Bk. 4, Pg. 595Parcel #04115603


NOW OR FORMERLYTruck Part Service, Inc.

Deed Bk. 12579, Pg. 194Parcel #04115613


NOW OR FORMERLYStatesville Road Baptist Church

Deed Bk. 9493, Pg. 725Parcel #04115601


Revision of Lots 17-24 Blk. E,Hutchinson Park

Deed Bk. 20588, Pg. 443Map Bk. 39, Pg. 236

PIN #04115412Mecklenburg Co. Registry

1"PIPE

Lots 31-36, Blk. E,H.E. Fritt's Property


Mecklenburg Co. RegistryPIN #04115401

52.3'

256.

78'

560.

95'

N 86°14'04" W 472.33'

199.03'271.47'

637365.05 sf14.632 AC

L1

LINE BEARING DISTANCEL1 N 85°57'05" W 40.97'

L2

L2 S 86°28'41" E 16.90'

L3

L3 N 04°32'35" E 20.00'

L4

L4 N 82°57'29" E 9.52'

L5

L5 S 08°43'38" W 22.13'

L6

L6 S 08°43'38" W 20.07'

L7

L7 N 86°14'04" W 1.83'

L8

L8 N 36°37'16" W 3.16' Tie Only

CP
















Lots 1-3, Blk. E,H.E. Fritt's PropertyMap Bk. 5, Pg. 380

Deed Bk. 9138, Pg. 930Mecklenburg Co. Registry

PIN #04115408

Lots 13-16, Blk. D,H.E. Fritt's Property



Lots 9-12, Blk. D,H.E. Fritt's Property



Lots 6-8 & Part of 4-5, Blk. D,H.E. Fritt's Property



Lots 1-3 & Part of 4-5, Blk. D,H.E. Fritt's Property



Grasset Avenue

40' Public R

/W

Lots 54-56, Blk. F,Hutchison Park



NOW OR FORMERLYTsavanna Thao Bla Her

Deed Bk. 26460, Pg. 700PIN #04115301Lot 58, Blk. F,

Hutchison ParkMap Bk. 5, Pg. 382


Cindy LaneVariable Public R/W

Hut

chis

on-M

cDon

ald

Rd.

Var

iabl

e P

ublic

R/W

S 21

°44'

03" W

440

.77'

Tot

al

N 31

°44'3

5" E

400

.34'

Tota

l37

0.34

'

L9

L9 N 31°44'35" E 30.00'

411.

51'

L10

L10 S 21°44'03" W 29.26'

N 85°33'00" W 950.50'

L11

L11 N 58°21'09" W 50.06'

CP

CP

CP

42567.49 sf0.977 AC

36.20'

18.95'

10.20'

18.10'

3.90

'

12.6

0'

8.45

'

4.25

'

20.5

0'

12.4

0'

16.8

0'

20.5

0'

19.25'

20.45'

15.75'28.00'

2 Story Vinyl2337 sf

ChainlinkFence

Back Stopfor

Veterans Field

ChainlinkFence

OHE (Typ.)

Gra

vel D

rive

Gravel Drive

- TELEPHONE PEDESTAL

- GAS LINE

SITE

Cindy Lane

Hutchison

McD

onald Rd.

Cochrane Drive

Murray St.

Crasset Ave.

- ELECTRIC LINE

- WATER LINE

- FIBER OPTIC LINE

Myrtle M. CochraneDeed Bk. 1088, Pg. 17


Statesville Road Baptist ChurchDeed Bk. 12571, Pg. 374


Dillon Lake, LLCDeed Bk. 26749, Pg. 77


S 17°43'46" E 5057.07' Ground

5056.27' Grid

Station: "Layton"N 559165.06 E 1451778.24Elev: 758.34

N 563981.19E 1450238.49Elev: 794.03'

Combined Scale Factor: 0.99984116

I hereby certify to Chicago Title Insurance Company, The Housing Partnership, and to their successors and assigns, that:I made an on the ground survey per record description of the land shown hereon located in the city of Charlotte, Mecklenburg County, North Carolina, on Jan. 15, 2015; and that it and this map was made in accordance with the HUD Survey Instructions and Report, formHUD-92457M, and the requirements for an ALTA/ACSM Land Title Survey, as defined in the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys dated 2011.To the best of my knowledge, belief and information, except as shown hereon: There are no encroachments either way across property lines; title lines and lines of actual possession are the same; and the premises are free of any 100/500 year return frequency flood hazard, and such flood free condition is shown on the Federal Flood Insurance Rate Map, Community Panel No. 3710454600 J dated March 2, 2009. Further, this survey includes Table A, Optional Survey Responsibilities and Specifications, thereof, items 1 through 4 and 7 through 13 except for subitems 7c & 15 through 18.

Date:Signed:R. Scott Dyer, PLS #4444

Jan. 27, 2015

PRELIMINARYNot for Conveyances,Sales or Recordation

- TELEPHONE BOX

Area in R/W

PONDDAM

DITCH CL

DITCH CL

CREEK CL

DITCH CL

L12

L12 N 81°30'21" E 70.00'

L13

L13 N 08°29'39" W 70.00'

L14

L14 N 81°30'21" E 70.00'

L15

L15 S 08°29'39" E 70.00'

SET 1/2"REBAR

5/8"REBAR5/8"

REBAR

5/8"REBAR

TowerCompound

N 53°01'14" E 3

75.39'

(Tie Only)

25' Access, Utility &Maintenance Easement

Deed Bk. 27860, Pg. 734

NO

W O

R F

OR

MER

LYB

lanc

a D

. Bar

rant

esD

eed

Bk.

210

72, P

g. 2

46P

arce

l #04

1156

08Lo

t "G

" Mrs

. B.C

. Bar

nes

Pro

perty

Map

Bk.

6, P

g. 8

41M

eckl

enbu

rg C

o. R

egis

try

NO

W O

R F

OR

MER

LYFr

anci

sco

Anar

iva

Dee

d B

k. 1

1276

, Pg.

351

Par

cel #

0411

5607

Lot "

F" M

rs. B

.C. B

arne

s P

rope

rtyM

ap B

k. 6

, Pg.

841

Mec

klen

burg

Co.

Reg

istry

NO

W O

R F

OR

MER

LYE

arlo

D. S

tout

& B

erth

a B.

Sto

utD

eed

Bk.

170

71, P

g. 7

80P

arce

l #04

1156

06Lo

t "E

" Mrs

. B.C

. Bar

nes

Pro

perty

Map

Bk.

6, P

g. 8

41M

eckl

enbu

rg C

o. R

egis

try

NO

W O

R F

OR

MER

LYTh

omas

H. B

uste

ed &

Wf.

Eliz

abet

h P.

Bus

teed

Dee

d B

k. 2

5155

, Pg.

429

Par

cel #

0411

5611

Lot "

D" M

rs. B

.C. B

arne

s P

rope

rtyM

ap B

k. 6

, Pg.

841

Mec

klen

burg

Co.

Reg

istry

- WATER LINE

Oakwood Dr.

CREEK CL

* Meadowhill, Ph. 2, Map 1 & Rev. Ph. 1, Map 2 Dated July 28, 2004 Map Bk. 39, Pg. 591 Performed by Jack R. Christian, PLS* Meadowhill, Ph. 1, Map 2 Dated May 29, 2003 Map Bk. 38, Pg. 231 Performed by Jack R. Christian, PLS* Meadowhill, Ph. 1, Map 1 Dated September 10, 2002 Map Bk. 6, Pg. 841 Performed by J. W. Spratt, CE* Map for Mrs. B. C. Barnes Dated April 3, 1953 Map Bk. 5, Pg. 382 Performed by G. Sam Rowe, CE* Rev. Blk. F, Hutchinson Park Dated August 18, 1947 Map Bk. 5, Pg. 380 Performed by G. Sam Rowe, CE* Map of Hutchinson Park Dated August 4, 1947

Map Bk. 4, Pg. 595 Performed by J. W. Spratt, CE* Property of J. R. Cochrane Estate Dated November, 1942MAP REFERENCES:

Map Bk. 47, Pg. 557 Performed by Andrew G. Zoutewelle, PLS* Record Plat of 2500 Cindy Lane Dated February 7, 2007 Map Bk. 43, Pg. 183 Performed by Jack R. Christian, PLS* Meadowhill, Ph. 2, Map 2 Dated May 4, 2005 Map Bk. 42, Pg. 17 Performed by Jack R. Christian, PLS

Deed of Easementto the NC DOT

Deed Bk. 3176, Pg. 593

70' x 70'Tower Compound

Deed Bk. 27860, Pg. 734

EASEMENTS, COVENANTS AND RESTRICTIONSDeed Ref. Owner Affect

3176/593 State Highway Commission As Shown2302/545 State Highway Commission Undetermined938/33 Duke Power Company Blanket938/46 Duke Power Company N/A941/167 Southern Bell Telephone N/A790/197 Southern Public Utilities Co. Blanket

23143/700 Pegasus Tower Company, Ltd. Not Survey Matter23733/346 Pegasus Tower Company, Ltd. As Shown24049/518 Pegasus Tower Dev. Co., LLC Not Survey Matter25035/309 Communications Infrastucture Grp Not Survey Matter27605/360 CIG Comp Tower, LLC Not Survey Matter27860/734 CIG Comp Tower, LLC As Shown

No Matters Affect PropertyRev. Map of Hutchinson Park5/382

AffectOwnerMap Ref.

EASEMENTS, COVENANTS AND RESTRICTIONS

25' Access, Utility &Maintenance Easement

Deed Bk. 23733, Pg. 346

R/W

R/W

S 85°29'52" E 210.79'

S 09°17'11" E 543.43'

41.224 AC TRACT

Beginning at a right-of-way marker on the northern right-if-way of Cindy Lane (variable public right-of-way, said marker also being a common corner with the property now or formerly of Meadow Hill of Nevin, LLC (Deed Bk. 13130, Pg. 893), thence with the property now or formerly of Meadow Hill of Nevin, LLC the following two (2) calls: (1) N 31°44'35" E 370.34 feet to a bent 1" rod with a nail, (2) N 69°19'07" W, passing a 1 ½" pipe at 38.34' for a total of 393 feet to a ½" rebar, said rebar being a common corner of Lots 7 and 8 of Meadowhill, Phase 1, Map 2 (Map Bk. 39, Pg. 591); thence with Meadowhill, Phase 1, Map 2 Subdivision (Map Bk. 39, Pg. 591), N 02°34'12" E, passing a ½" rebar at 40.09 feet for a total of 723.52 feet to a 1 ½" pipe, said pipe being a common corner of Lots 16 and 18 Meadowhill, Phase 1, Map 2 (Map Bk. 39, Pg. 591); thence with the property of Meadowhills, Phase 1, Map 2 (Map Bk. 39, Pg. 591), Meadowhills, Phase 1, Map 1 (Map Bk. 42, Pg. 17) and Meadowhills, Phase 2, Map 2 (Map Bk. 43, Pg. 193) the following two (2) calls: (1) N 82°57'29" E, passing a ½" rebar at 552.51 feet, a 1/" rebar at 594.21 feet, a ½" rebar, a ½" rebar at 636.50, for a total of 646.02 feet to a set ½" rebar; (2) N 81°57'07" E, passing a 1" pipe at 129.01 feet, passing a ½" rebar at 180.54 feet, passing a ½" rebar at 457.48 feet, passing a ½" rebar at 528.56 feet, for a total of 579.59 feet to a 1" pinched top rebar; thence with the property now or formerly of Mrs. B.C. Barnes Property (Map Bk. 6, Pg. 841) N82°01'53" E 453.40 feet to a 1" pipe w/ ex. nail at the base, said pipe being a common corner of Lot D, Mrs. B.C. Barnes Property (Map Bk. 6, Pg. 841), now or formerly Myrtle M. Cochrane property (Deed Bk. 1088, Pg. 17); thence with the property now or formerly of Myrtle M. Cochrane (Deed Bk. 1088, Pg. 17), S 03°43'27" W 131.71 feet to a stone, said stone being a common corner of now or formerly Myrtle M. Cochrane (Deed Bk. 1088, Pg. 17) and now or formerly, Statesville Road Baptist Church (Deed Bk. 12571, Pg. 374); thence with the property now or formerly of Statesville Road Baptist Church (Deed Bk. 12571, Pg. 374), S 20°27'59" W 560.95 feet to a calculated point, said calculated point being a common corner of now or formerly Lots 31 through 36, Blk. E, of H.E. Fritt's Property (Map Bk. 5, Pg. 380), said calculated point also being located S 36°37'16" E 3.16 feet from a 2" flat iron; thence with the property of Lot 36, Blk. E, of H.E. Fritt's Property (Map Bk. 5, Pg. 380), S 20°27' 59" W 256.78 feet to a bent 5/8" rebar, said rebar located on the southern right-of-way of Oakwood Drive (40' Public R/W); thence with the southern right-of-way of Oakwood Drive (40' Public R/W) S 86°28'41" E 16.90 feet to a 5/8" rebar, said rebar being a common corner of Lots 54-56, Blk. F, Hutchison Park (Map Bk. 5, Pg. 382); thence with the property of Lot 56 Hutchison Park, Blk. F, (Map Bk. 5, Pg. 382) S 03°43'55" W 223.42 feet to a 5/8" rebar, said rebar being a common corner of Lot 56 Hutchison Park, Blk. F (Map Bk. 5, Pg. 382) and now or formerly Tsavanna Thao Bla Her (Deed Bk. 26460, Pg. 700); thence with the property of now or formerly Tsavanna Thao Bla Her (Deed Bk. 26460, Pg. 700) the following two (2) calls: (1) N 86°31'02" W 94.00 feet to a ½" rebar; thence S 21°44'03" W 411.51 feet to a 1 ½" pipe on the northern right-of-way of Cindy Lane (Variable Public R/W); thence with northern right-of-way Cindy Lane (Variable Public R/W) the following three (3) calls: (1) N 85°16' 29" W 301.28 feet to a right-of-way marker; (2) N 04°32'35" E 20.00 feet to a right-of-way marker; (3) N 85°32'15" W 688.71 feet to the POINT AND PLACE OF BEGINNING and containing 41.224 AC, as surveyed by NorStar Land Surveying, Inc.

14.632 AC Tract

Beginning at a bent 5/8" rebar, said rebar being a common corner with the property now or formerly of Statesville Baptist Church (Deed Bk. 9493, Pg. 725) and located on the eastern right-of-way of Grasset Avenue (40' Public R/W), thence with the property now or formerly of H.E. Fritt's Property (Map Bk. 5, Pg. 380, and Map Bk. 39, Pg. 236) the following three (3) calls: (1) N 85°57'05" W 40.97 feet to a 1" pinched top rebar; (2) N 85°43'09" W, passing a ½" rebar at 89.96 feet, passing a 1" pipe at 199.13 feet, passing a 1" pipe that is offline 1.3 feet, 498.59 feet, passing a 5/8" rebar that is 0.8 feet offline, 624.82 feet, a total of 202.14 feet to a 1" pipe; (3) N 86°14'04" W, passing a flat iron that is 0.7 feet offline, 199.03 feet, passing a 1 ½" pipe at 470.50 feet for a total of 472.33 feet to a calculated point, said point being a common corner of the property now or formerly of Lot 36 Blk, E, H.E. Fritt's Property (Map Bk. 5, Pg. 380) and now or formerly of Dillon Lake, LLC, (Deed Bk. 26749, Pg. 77); thence with the property now or formerly of Dillon Lake, LLC (Deed Bk. 26749, Pg. 77) N 20°27'59" E 560.95 feet to a stone, said stone being a common corner of now or formerly Dillon Lake, LLC (Deed Bk. 26749, Pg. 77) and now or formerly, Myrtle M. Cochrane (Deed Bk. 1088, Pg. 17); thence with the property now or formerly of Myrtle M. Cochrane (Deed Bk. 1088, Pg. 17) S 85°21'53" E, passing a pipe that is 0.6 feet offline at 643.82 feet, a total of 845.63 feet to a bent 1" pipe, said pipe being a common corner of the property now or formerly of Myrtle M. Cochrane (Deed Bk. 1088, Pg. 17) and now or formerly of Consos, Inc. (Deed Bk. 1293, Pg. 10); thence with the property now or formerly of Consos, Inc. (Deed Bk. 1293, Pg. 10) S 85°29'52" E 210.79 feet to a 5/8" rebar, said rebar being a common corner of the property now or formerly of Consos, Inc. (Deed Bk. 1293, Pg. 10) and Truck Part Service, Inc. (Deed Bk. 12579, Pg. 194); thence with the property now or formerly of Truck Part Service, Inc. (Deed Bk. 12579, Pg. 194) S 09°17'11" E 543.43 feet to the POINT AND PLACE OF BEGINNING and containing 14.632 AC, as surveyed by NorStar Land Surveying, Inc.

7.400 AC Tract

Beginning at a stone, said stone being a common corner of the property now or formerly of Statesville Road Baptist Church (Deed Bk. 12571, Pg. 374) and now or formerly of Dillon Lake, LLC (Deed Bk. 26749, Pg. 77), commencing N03°43'27" E passing a 1" pipe w/ex. Nail at the base, pipe being a common corner of now or formerly Lot D, Mrs. B.C. Barnes Property (Map Bk. 6, Pg. 841), passing a ½" rebar at 430.66 feet, said point located on the southern right-of-way of Cochrane Drive (60' Public R/W), a total of 462.20 feet to a calculated point in Cochrane Drive (60' Public R/W); thence with Cochrane Drive (60' Public R/W) the following two (2) calls: (1) S 73°07'54" E 599.91 feet to a calculated point; (2) S 81°14'54" E 289.92 feet to a calculated point; thence with the property of now or formerly Consos, Inc. (Deed Bk. 1293, Pg. 10) S 08°43'38" W, passing a bent 1" pipe at 22.13 feet, an angle iron at 42.20 feet, for a total of 315.02 feet to a bent 1" pipe, said pipe being a common corner of now or formerly Consos, Inc. (Deed Bk. 1293, Pg. 10) and now or formerly Statesville Road Baptist Church (Deed Bk. 12571, Pg. 374); thence with the property now or formerly of Statesville Road Baptist Church (Deed Bk. 12571, Pg. 374) N 85°21'53" W, passing a pipe that is 0.6' offline at 201.81 feet for a total of 845.63 feet to the POINT AND PLACE OF BEGINNING and containing 7.400 AC, as surveyed by NorStar Land Surveying, Inc.

Cindy Lane R/W

Beginning at a right-of-way marker on the northern right-of-way of Cindy Lane (Variable Public R/W), said marker being a common corner of the property now or formerly of Dillon Lake, LLC (Deed Bk. 26749, Pg. 77) and now or formerly of Meadow Hill of Nevin, LLC (Deed Bk. 13130, Pg. 893); thence with the northern right-of-way of Cindy Lane (Variable Public R/W) and the property now or formerly of Dillon Lake, LLC (Deed Bk. 13130, Pg. 893) the following three (3) calls: (1) S 85°32'15" E 688.71 feet to a right-of-way marker; (2) S 04°32'35" W 20.00 feet to a right-of-way marker; (3) S 85°16'29" E to a 1 ½" pipe, said pipe being a common corner of now or formerly Tsavanna Thao Bla Her (Deed Bk. 26460, Pg. 700); thence S 21°44'03" W 29.26 feet to a calculated point in Cindy Lane (Variable Public R/W); thence in the right-of-way of Cindy Lane (Variable Public R/W) the following two (2) calls: (1) N 85°33'00" W 950.50 feet to a calculated point; (2) N 58°21'09" W 50.06 feet to a calculated point, said point being a common point with the property now or formerly of Meadow Hill of Nevin, LLC, (Deed Bk. 13130, Pg. 893); thence with the property now or formerly of Meadow Hill of Nevin, LLC (Deed Bk. 13130, Pg. 893), N 31°44'35" E 30.00 feet to the POINT AND PLACE OF BEGINNING and containing 0.977 AC as surveyed by NorStar Land Surveying, Inc.

* Zoned: B-2(CD), R-4* Addresses: #2621 Cindy Ln.; #3100 Cochrane Dr.; #4927 Statesville Rd.

Oakwood Drive50' Public R/W

40' Public R/W

Oakwood Drive

60' Public R

/WG

rasset Avenue

60' Public R

/WM

urray Avenue

WL 764.1

WL 749.8

WL 768.7

808.6

808.4

809.4

809.4

809.6

811.5

813.4

812.4

797.3

796.3

797.9

795.6

791.6

801.8

788.5

795.5

796.9

792.5

796.5

769.1

769.5

770.2

774.4

787.6

797.2795.8

795.1

795.6

795.4 794.6

798.6

798.7

797.6

793.8

793.7

798.3

797.2

792.6

792.7

791.4

803.8

806.8

806.9 805.9

805.2

804.5

803.2

803.2

802.1

799.4

798.3

797.3

810.3

806.4

809.5 806.3

805.8

807.0 806.4

805.2

768.9

785.3

785.5

788.9

787.5

782.5

783.2

783.7

783.3

783.4

783.6

783.6

781.4

780.8

780.6

778.4

777.8 778.3

788.8787.8

787.2

771.9770.6

779.8

779.1

780.6

779.7

780.6

771.5

778.1

777.4

777.6

772.6

775.5

764.3764.1

770.8

769.1 769.6

771.4

769.2

769.1

744.1

744.1

760.5

761.6

762.9

758.1

743.9

743.5

745.6

746.1

747.5751.8

750.7

751.9

779.3

777.7

773.7

769.5770.9

770.5

774.5

775.5

777.2

784.3

784.2

783.9

777.1

763.6

763.5

763.7

764.4

767.8

771.8

772.3

771.4

773.3

768.1

779.9

780.6

770.7

779.7770.6 771.9

776.6

778.9

783.2

789.3

777.1

773.5

774.3

778.4

778.6

771.3

771.6

771.3

771.1

769.7

793.6

794.2

795.4

794.6

795.3

804.1

807.4

805.4

813.9

813.9

814.6

801.6

799.1799.1

796.3

794.2

785.1

793.5

781.9

788.8

789.9

794.6

793.5 795.5

810.5

806.9

798.6

788.2

796.9

797.3

798.2

790.2

794.4

787.6

786.6

771.3

770.6

745.5

746.3

770.2

787.1

771.2

771.1

771.9

780

780

785

785

780

775

775

780

775

770

765

760

756.5

757.2

760

765

770

775

765

770

775

765

770

775780

780

785

785

780

775

780

775

770

770

770

765

770

770

775

775

775

770

775

770

765

760

755

750

770

765

760

755

750

745

740

745

750

745

745

750

760755

755

750

760

765

765

770

755

760

765

770

770

770

775

770

775

780

770

775

780

785

770

775

780

785

790

795

795

790

775

780

785

790

795

795

785

795

795

790

790

795

790

810

805

800

795

810

805

800

795

790

785

780

795

790

805805

800

795

790

785

780

775

770

805

800

795

790

785

780

775

770

795

795

795

795

790

785

770

790

785

780

775

775

780

775

780

770

785.9

810

800

770

770

765

770

765

770

765

2122

N 0

3°43

'27"

E 4

62.2

0' T

otal

322328.27 sf7.400 AC

N 2

0°27

'59"

E 8

17.7

3' T

otal

1795716. 34 sf41.224 AC

18

19

352.56'

20

(B) 1" ROD

R/W

23

MARKER

24 2526

N 85°16'29" W 301.28'

27 28 2930 31

32 33 34 35 120121 122 123 124

125 126 127128

7

8

9

10

11

12

13

14

15

16

129130

6

5

4

3

COS

N 0

2°34

'12"

E 7

23.5

2' T

otal

N 82°57'29" E 646.02' Total

N 81°57'07" E 579.59' Total

N 82°01'53" E 453.40'

298.

95'

31.5

4'

131.

71'

S 73°07'54" E 599.91'

S 81°14'54" E 289.92'

S 08

°43'

38" W

315

.02'

Tot

al

272.

82'

N 85°21'53" W 845.63' Total

201.81'

643.82' PIPE 0.6'OFFLINE

(B) 1"PIPE

ANGLEIRON

CP

(B) 1"PIPE

STONE

1" PIPEw/ EX. NAIL

AT BASE

5/8"REBAR

CP

CP

1/2"REBAR

S 77°21'40" E101.23'

1/2"REBAR

(Tie Only)

1" PINCHEDTOP REBAR1/2"

REBAR

129.01'51.53'

51.03'71.08'

276.94' 1/2"REBAR

1/2"REBAR

1/2"REBAR

1/2"REBAR SET 1/2"

REBAR

552.51'

42.06' 41.93'

1-1/2"PIPE

683.

44'

40.0

9'

1/2"REBAR

1/2"REBAR

1/2"REBAR

N 69°19'07" W 393.00' Total

38.34'1-1/2"PIPE

w/ NAIL

MARKER

R/W

R/WMARKER

1-1/2"PIPE

N 85°32'15" W 688.71'

94.00'N 86°31'02" W

S 0

3°43

'55"

W 2

23.4

2'

N 85°43'09" W 826.97' Total

1/2"REBAR

5/8"REBAR

5/8"REBAR

(B) 5/8"REBAR

1-1/2"PIPE

1" PIPE1.3' OFFLINE

5/8" REBAR0.8' OFFLINE 126.23'

299.46'109.17' 89.96'

202.14'

FLAT IRON0.7' OFFLINE

2" FLATIRON

1"PIPE 1/2"

REBAR 1" PINCHEDTOP REBAR

(B) 5/8"REBAR

2

1

1 2

Cochrane Drive60' Public R/W

40' Public R/WOakwood Drive

1"S 86°37'09" E 271.14' Tie Only REBAR

1/2"1"PIPE REBAR

77.0

'

DilapidatedBlock Bldg.

81.1

'

81.1

'

DilapidatedWooden

Bldg.

100.

5'

99.0

'

80.5

'

80.0

'

2 StoryVinyl

BlockWell

House

Split RailFence

Gate

Gate

Metal Bldg.

WaterVault

WaterVault

15"RCP's

12"MetalPipe

12" CPP

10" CMP

18" FES

12" CMP

12" RCP

15" RCP

12" RCP

1"PIPE

52.3'

256.

78'

560.

95'

N 86°14'04" W 472.33'

199.03'271.47'

637365.05 sf14.632 AC

L1

L2

L3

L4

L5L6

L7

L8

CP

Grasset Avenue

40' Public R

/W

Cindy LaneVariable Public R/W

Hut

chis

on-M

cDon

ald

Rd.

Var

iabl

e P

ublic

R/W

S 21

°44'

03" W

440

.77'

Tot

al

N 31

°44'3

5" E

400

.34'

Tota

l

370.

34'

L9

411.

51'

L10

N 85°33'00" W 950.50'

L11

CP

CP

CP

42567.49 sf0.977 AC

ChainlinkFence

Back Stopfor

Veterans Field

ChainlinkFence

OHE (Typ.)

Gra

vel D

rive

Gravel Drive

S 17°43'46" E 5057.07' Ground

5056.27' Grid

Station: "Layton"N 559165.06 E 1451778.24Elev: 758.34

N 563981.19E 1450238.49Elev: 794.03'

Combined Scale Factor: 0.99984116

Area in R/W

DITCH CL

DITCH CL

CREEK CL

DITCH CL

L12

L13

L14

L15

SET 1/2"REBAR

5/8"REBAR5/8"

REBAR

5/8"REBAR

TowerCompound

N 53°01'14" E 3

75.39'

(Tie Only)

CREEK CL

R/W

R/W

S 85°29'52" E 210.79'

S 09°17'11" E 543.43'

Murray Street

40' Public R

/W

Treeline (typ)

Statesville Avenue

17

FH

FH

FH

FH

2015-82 O'DILLON LAKE SITE PLAN - REZONING SUBMITTALSITE PLAN FOR ILLUSTRATIVE USE ONLY. SITE PLAN IS PRELIMINARY AND SUBJECT TO CHANGE

CINDY LANEMINOR THOROUGHFARE

RESIDENTIAL MEDIUM (60' ROW EXISTING)

40' R

EAR

YA

RD

10' REAR YARD

40' R

EAR

YA

RD

40' R

EAR

YARD

5' SI

DE Y

ARD

40' R

EAR

YARD

.

40' REAR YARD

20' L

AN

DSC

APE

AR

EA

5' S

IDE

YAR

D

DEVELOPMENT AREA

H

DEVELOPMENT AREA (OPEN SPACE)

I

DEV. AREA Single Family-Detached 3-Story Max.

G DEVELOPMENTAREA

F

DEVELOPMENT AREA4-STORY MAX.

E

DEVELOPMENT AREA

D

DEV. AREASingle Family-Detached 3-Story Max .

DEVELOPMENT AREA Single Family-Detached 3-Story Max.

DEVELOPMENT AREA

B

DEVELOPMENT AREA

A

REVISED UTILITY ACCESS EASEMENT AREA

I-1

R-4

R-4

R-4

R-4

R-4

MX-1

I-1 (CD)

MX-1

R-4

R-4

B2(CD)

5' S

IDE

YARD

STATESVILLE R

OA

D

10' REAR YARD

RESIDENTIAL UNITS WITHIN DEVELOPMENT AREAS D & E WILL EITHER FRONT CINDY LANE WITH NO DIRECT VEHICULAR ACCESS TO CINDY LANE WITH 22' SB FROM NEW BOC OR PROVIDE A 30' CLASS 'C' BUFFER TO START FROM BACK OF NEW 6' SIDEWALK TO BE CONSTRUCTED ALONG CINDY LANE WITH INTERIOR-FACING LOTS.

40' REAR YARD TO ACCOMMODATE ALLEY & GARAGE, PER UR-2 ORDINANCE


NEW RESIDENTIAL MEDIUM STREET SECTION TO TAPER TO EXIST. OAKWOOD DRIVE CROSS SECTION, PER FINAL COORDINATION WITH CDOT

LINE OF 35' R/W FROM C/L TO BE DEDICATED TO CITY OF CHARLOTTE

EXISTING R/W

EXISTING R/W

LINE OF 35' R/W FROM C/L TO BE DEDICATED TO CITY OF CHARLOTTE

EXISTING ROAD SECTION

PROPOSED NEIGHBORHOOD ENTRANCE CONNECTION

EXISTING R/W

PROPOSED NEIGHBORHOOD ENTRANCE CONNECTION TO MEADOW KNOLL DR.

5' SIDE YARD

60'-0"

+-91.75'

PROPOSED EASEMENT AREA (VARIES) & NEIGHBORHOOD ENTRANCE CONNECTIONTO STATESVILLE ROADRT-IN /RT-OUT ONLY. STREETSCAPE IMPROVEMENTS PER FINAL COORDINATION WITH CDOT & NCDOT


5' SIDE YARD

20' LANDSCAPE AREA(PROVIDED/NOT REQUIRED BY UR-2)


C


C


EASTBOUND TURN LANE & STREETSCAPE IMPROVEMENTS PER FINAL COORDINATION WITH CDOT. REFER TO INT#4, SHEET RZ02

5' SIDE YA

RD

10' REAR YARD

DEVELOPMENT AREA

H

TYPICAL STREETSCAPE:8' LANDSCAPE STRIP WITH 6' SIDEWALK,STREET TREES PER CHARLOTTE TREE ORDINACE 21-96

DEVELOPMENT AREA

B

DEVELOPMENTAREA

B.1

20' SETBACK FROM NEW R.O.W.

20' SETBACK FROM NEW R.O.W..

PROPOSED NEIGHBORHOOD STREET ENTRANCE ORDRIVEWAY CONNECTION

22' SETBACK FROM NEW B.O.C.

22' SETBACK FROM NEW B.O.C.

FUTURE B.O.C.

FUTURE B.O.C.

TREE SAVE AREA TO BE DETERMINED DURING THE LAND DEVELOPMENT PROCESS.

FUTURE B.O.C.

OMIT TRANSPORTATION NOTE

OMIT TREE SAVE NOTE

REVI

SIO

NS:

DAT

E:D

ES

IGN

ED

BY:

DR

AWN

BY:

CH

EC

KE

D B

Y:Q

.C. B

Y:

SHEE

T #:

As

Not

edPR

OJE

CT

#:

The

Hou

sing

Par

tner

ship

St

ates

ville

Ave

& C

indy

Lan

e -

O'D

illon

Lak

e Si

te P

lan

2015

-82

06/1

0/20

15

0000

.00

2151

Haw

kins

Stre

etS

uite

400

Cha

rlotte

, NC

282

03T

704

377

0661

F 70

4 37

7 09

53w

ww

.sho

okke

lley.

com

Cha

rlotte

/ Lo

s A

ngel

es

Sho

ok/K

elle

y

RZ

-01

The

Hou

sing

Par

tner

hip,

460

1 C

harlo

tte P

ark

Dr.,

STE

350

. Cha

rlotte

, NC

, 282

1770

4.34

2.09

33 p

/ 70

4. 3

42.2

745

f, EM

AIL

- fdo

dson

@cm

hp.o

rg

Con

cept

Rez

onin

g S

ite D

iagr

am

FSQ

SC

ALE

:

06/1

9/20

151

RE

ZON

ING

RE

VIS

ION

#1

208

/21/

2015

RE

ZON

ING

RE

VIS

ION

#2

1

1

1

1

1

1

1

2

1

1

1

1

1

11

1

1

1

1

1

1

1

1

2

2

2 2

2

2

2

2

2

2

2

22

2

2

CHAR2\1679991v7 7

v. Architectural treatment shall continue on all sides of a building except as specifically noted otherwise.

vi. Ground floor elevations shall be treated with a combination of fenestration, clear glass, prominent entrances, porches, stoops, change in materials, building step backs, art work and landscaping. Blank walls cannot be addressed with landscape elements only.

vii. All building entrances will be connected to the street network subject to grade and ADA standards (private patios will not be considered a building entrance).

b. Facade Composition

i. The Principal Entrance of a building shall be articulated and expressed in greater architectural detail than other building entrances.

ii. Windows shall be vertically shaped with a height greater than their width. However, in instances of large, feature windows, fenestrations may be used to provide a similar vertical appearance. Square windows may be used as a secondary design element.

Facades shall incorporate windows and doors as follows: i. Windows and doors shall be provided for at least 40% of the total Facade area along the

primary and secondary streets, with each floor calculated independently. The maximum contiguous area without windows or doors on any floor shall not exceed 10 feet in height and 20 feet in length.

ii. The above requirement may be reduced where a Facade is not visible from a public street.

iii. The Facades of first/ground floor of the buildings along Public Streets shall incorporate a minimum of 25% masonry materials such as brick, stucco or stone.

Façade articulation: i. Facades over 75 feet in length shall incorporate wall projections or recesses a minimum

of three feet in depth. The combined length of said recesses and projections shall constitute at least 20% of the total Facade length for Facades over 75 feet in length. Patios and balconies are acceptable projections.

Additional Street Fronting Facade requirements on Public Streets: i. Street fronting Facades and End fronting Facades shall be articulated and designed to

create additional visual interest by varying architectural details, building materials, the roof line, and building offsets.

ii. On corner lots, the architectural treatment of a building's intersecting Street Fronting Facades shall be substantially similar, except that said building may emphasize the corner location by incorporating additional height at the corner, varying the roof form at the corner, or providing other architectural embellishments at the corner.

iii. First Story Facades of all buildings along primary and secondary streets shall incorporate columns, awnings, arcades, porches, stoops, windows, doors, or other architectural elements.

iv. Facades shall provide visual divisions between the first and second stories, when the building height is more than two stories, through architectural means such as courses, awnings, or a change in primary façade materials or colors.

v. Facades above the first Story shall incorporate windows, arches, balconies, or other architectural details.

CHAR2\1679991v7 8

vi. No more than four different materials, textures, colors, or combinations thereof may be used on a single building. This requirement shall not include materials used on windows, doors, porches, balconies, foundations, awnings or architectural details.

vii. Materials may be combined horizontally or vertically, with the heavier below the lighter when horizontal.

viii. Vinyl or aluminum siding, exposed standard concrete masonry unit (CMU) block, corrugated steel, prefabricated metal, exposed plywood, and exposed pressboard are prohibited, except when used as a decorative feature or accent.

ix. Exterior materials of buildings along the Public Streets shall be limited to brick, stone, pre-cast concrete, wood, stucco, cementitious siding, glass, manufactured stone or granite.

x. Accessory Structures shall be consistent with the Principal Building in material, texture, and color. (a) Foundations, where provided, shall be constructed as a distinct building element

that contrasts with Facade materials. Exposed above-ground foundations shall be coated or faced in cement, stucco, brick, manufactured stone, or natural stone to contrast with facade materials.

c. Roofs

i. Pitched or flat roofs are acceptable. The pitch of the building’s primary roof shall have a minimum slope of 4:12. Flat roofs shall be screened from the view of Public Streets by a parapet.

ii. Accessory features on a roof shall be screened from the view of the Public Streets by a parapet or other architectural feature.

iii. Permitted sloped roof materials are asphalt shingles, composition shingles, wood shingles, tin, standing seam metal, and wood shakes.

iv. Vents, stacks, and roof fans are to be painted to blend with the roof color and hidden from Public Street view to the greatest extent possible.

d. Additional Design Standards

i. No parking or maneuvering for parking will be allowed between the proposed buildings located on the Site and the abutting public streets (except along Cindy Lane if reverse frontage is utilized). Parking areas may be located adjacent and between the allowed residential buildings or behind the allowed residential buildings. This standard does not apply to parking that may occur on driveways for detached, duplex, triplex and quadraplex dwelling units.

ii. If garages are constructed on the Site they may not be oriented toward the existing or

proposed public streets, except when the garage is located behind the principal structure or for a small percentage of buildings located within Development Area C & G, in which case they may face the public street.

6. Sidewalks, Streetscape & Buffers: a. Along Cindy Lane and Cochran Drive an eight (8) foot planting strip and a six (6) foot sidewalk will be provided. The streetscape treatments along the Site’s interior streets will be in accordance with the Subdivision Regulations.

CHAR2\1679991v7 9

b. The Petitioner reserves the right to request the elimination of the sidewalk that abuts the proposed Open Space located within Development Area I and replace the required sidewalk with a path/sidewalk located within the open space. 7. Environmental Features: a. The Petitioner shall comply with the Charlotte City Council approved and adopted Post Construction Controls Ordinance. The location, size, and type of storm water management systems depicted on the Rezoning Plan are subject to review and approval as part of the full development plan submittal and are not implicitly approved with this rezoning. Adjustments may be necessary in order to accommodate actual storm water treatment requirements and natural site discharge points. 8. Open Space: a. The Petitioner will provide a minimum of 12 acres of useable “Open Space” including the existing lake within Development Area I. The Open Space areas will be designed as amenities for the Site and may be passive or active Open Space. The Open Space areas will be improved, at a minimum, with landscaping, seating areas, pathways, lake area, art work and/or other similar elements. Storm water and water quality structures may be located within the Open Space areas. However, if water quality and storm water detention structures are located within the Open Space areas the water quality and storm water detention structures will be designed and treated as an amenity that is usable and accessible. 9. Lighting: a. Detached lighting on the Site, except street lights located along public streets, will be limited to 20 feet in height. 10. Amendments to the Rezoning Plan: a. Future amendments to the Rezoning Plan (which includes these Development Standards) may be applied for by the then Owner or Owners of the applicable Development Area portion of the Site affected by such amendment in accordance with the provisions herein and of Chapter 6 of the Ordinance. 11. Binding Effect of the Rezoning Application: a. If this Rezoning Petition is approved, all conditions applicable to the development of the Site imposed under the Rezoning Plan will, unless amended in the manner provided herein and under the Ordinance, be binding upon and inure to the benefit of the Petitioner and subsequent owners of the Site and their respective heirs, devisees, personal representatives, successors in interest or assigns.

CHAR2\1679991v7

Charlotte-Mecklenburg Development Corporation Development Standards

8/24/15 Rezoning Petition No. 2015-082 - (Dillon Lake Development)

Site Development Data: --Acreage: ± 64.33 acres --Tax Parcel #s: 041-141-01, 041-156-02 and 041-156-04 --Existing Zoning: B-2(CD) and R-4 --Proposed Zoning: UR-2(CD) with five (5) year vested rights --Existing Uses: Vacant residential uses and a cell tower. --Proposed Uses: Residential uses permitted by right and under prescribed conditions together with

accessory uses as allowed in the UR-2 zoning district (as more specifically described and restricted below in Section 3).

--Maximum Development: Up to (i) 270 multi-family residential dwellings and (ii) 480 single family detached units/lots and/or attached dwelling units (duplex, triplex, quadraplex) subject to the limitations and conversion rights described below.

--Maximum Building Height: Building height on the Site will be limited to four (4) stories unless indicated otherwise on Sheet RZ-01 of the Rezoning Plan. Building height will be measured as defined by the Ordinance.

--Parking: As required by the Ordinance for the UR-2 zoning district. 1. General Provisions: a. Site Location. These Development Standards, the Technical Data Sheet and Schematic Site Plan, and related graphics form the Rezoning Plan (collectively referred to as the “Rezoning Plan”) associated with the Rezoning Petition filed by Charlotte-Mecklenburg Development Corporation (“Petitioner”) to accommodate development of multi-use residential community (e.g. a mix of single-family, duplex, triplex, quadraplex and multi-family dwelling units) and an existing wireless communication tower (i.e. “cell tower”) on an approximately 64.33 acre site located off Cindy Lane and near Statesville Road in Charlotte (the “Site”). b. Zoning Districts/Ordinance. Development of the Site will be governed by the Rezoning Plan as well as the applicable provisions of the City of Charlotte Zoning Ordinance (the “Ordinance”). Unless the Rezoning Plan establishes more stringent standards, the regulations established under the Ordinance for the UR-2 zoning classification shall govern all development taking place on the Site. c. Graphics and Alterations. The schematic depictions of the uses, parking areas, sidewalks, structures and buildings, building elevations, driveways, streets and other development matters and site elements (collectively the “Development/Site Elements”) set forth on the Rezoning Plan should be reviewed in conjunction with the provisions of these Development Standards. The layout, locations, sizes and formulations of the Development/Site Elements depicted on the Rezoning Plan are graphic representations of the Development/Site elements proposed. Changes to the Rezoning Plan not anticipated by the Rezoning Plan will be reviewed and approved as allowed by Section 6.207 of the Ordinance.

Since the project has not undergone the design development and construction phases, it is intended that this Rezoning Plan provide for flexibility in allowing some alterations or modifications from the graphic representations of the Development/Site Elements. Therefore, there may be instances where

CHAR2\1679991v7 2

minor modifications will be allowed without requiring the Administrative Amendment Process per Section 6.207 of the Ordinance. These instances would include changes to graphics if they are: i. expressly permitted by the Rezoning Plan (it is understood that if a modification is expressly

permitted by the Rezoning Plan it is deemed a minor modification for the purposes of these Development Standards); or

ii. minor and don’t materially change the overall design intent depicted on the Rezoning Plan; or iii. modifications to move structures graphically depicted on the Rezoning Plan closer to adjacent

properties in a residential district or abutting residential use but no closer than the “external building line” (in this case the external setbacks, rear yards or buffer areas) indicated on Sheet RZ-01.

The Planning Director will determine if such minor modifications are allowed per this amended process, and if it is determined that the alteration does not meet the criteria described above, the Petitioner shall then follow the Administrative Amendment Process per Section 6.207 of the Ordinance; in each instance, however, subject to the Petitioner’s appeal rights set forth in the Ordinance.

d. Number of Buildings Principal and Accessory; Accessory Building Design. Notwithstanding the number of buildings shown on the Rezoning Plan, the total number of principal buildings to be developed for the Site shall not exceed 550. Accessory buildings and structures located on the Site shall not be considered in any limitation on the number of buildings on the Site. Accessory buildings and structures associated with multi-family residential dwellings developed on the Site will be constructed utilizing similar building materials, colors, architectural elements and designs as the principal building(s) located within the same Development Area as the accessory structure/building.

e. Planned/Unified Development. The Site shall be viewed as a planned/unified development plan as to the elements and portions of the Site generally depicted on the Rezoning Plan. As such, side and rear yards, buffers, building height separation standards, FAR requirements, and other similar zoning standards will not be required internally between improvements and other site elements located on the Site. Furthermore, the Petitioner and/or owners of the Site reserve the right to subdivide the portions or all of the Site and create lots, but not including lots for single-family detached homes, within the interior of the Site without regard to any such internal separation standards, public street frontage requirements and FAR requirements, provided, however, all such separation standards along the exterior boundary of the Site shall be adhered to and all FAR requirements will be regulated by any development limitations set forth in Section 3 below as to the Site as a whole and not individual portions or lots located therein.

f. Five Year Vested Rights. Pursuant to the provisions of Section 1.110 of the Ordinance and N.C.G.S. Section 160A-385.1, due to the master planned large scale nature of the development and/or redevelopment, the level of investment, the timing of development and/or redevelopment and certain infrastructure improvements, economic cycles and market conditions, this Petition includes vesting of the approved Rezoning Plan and conditional zoning districts associated with the Petition for a five (5) year period, but such provisions shall not be deemed a limitation on any other vested rights whether at common law or otherwise.

2. Permitted Uses, Development Area Limitations, and Transfer & Conversion Rights: a. For ease of reference, the Rezoning Plan sets forth 9 development areas as generally depicted on the Technical Data Sheet as Development Areas A, B, B.1, C, D, E, F, G, H, and I (each a “Development Area” and collectively the “Development Areas”).

CHAR2\1679991v7 3

b. Subject to the restrictions, limitations, and transfer/conversion rights listed herein, the principal buildings constructed within Development Areas A, B.1, F, and E on the Site may be developed for a variety of residential dwellings/lots (e.g. a combination of age restricted and non-age restricted multi-family dwelling units as well as detached, attached dwellings, duplexes, triplexes or quadraplex dwelling units) including up to 270 multi-family residential dwelling units, together with accessory uses permitted in the UR-2 zoning district. Of the allowed 270 multi-family residential dwelling units, 120 of the allowed residential dwelling units may only be developed as aged restricted units. The total number of units that may be constructed on these Development Areas may not exceed 315 units subject to the transfer/conversion rights listed below. c. Subject to the restrictions, limitations and transfer/conversion rights listed herein, Development Areas B, C, D, G and H may be developed for a variety of residential dwellings/lots (detached, attached dwellings, duplexes, triplexes or quadraplex dwelling units), provided, however, (i) the total number of residential dwelling units/lots constructed on these Development Areas shall not exceed 435 units/lots, (ii) Development Areas C and G may be developed only with single family detached residential dwelling units, and (iii) Development Area I shall be devoted to park, recreation, tree save, natural area, lake, open space, water quality and detention, amenity buildings/structures and similar uses. Of these allowed 435 residential dwelling units no more than 200 may be developed as attached dwellings, duplexes, triplexes or quadraplex’ s, subject to the conversation rights listed below. d. Subject to the restrictions, limitations and conversion rights listed herein, up to 50 of the allowed multi-family residential dwelling units allowed within Development Areas A, B.1, F and E may be transferred/relocated to other Development Areas, other than Development Areas C and G, and replaced with either attached dwellings, duplexes, triplexes or quadraplex’s as permitted by the Rezoning Plan as long as the total number of residential dwelling units/lots on the Site does not exceed 750 units/lots and the total number of attached dwellings, duplexes, triplexes or quadraplex’ s does not exceed 250 dwelling units. 3. Transportation Improvements and Access: I. Proposed Improvements. The Petitioner plans to provide or cause to be provided on its own or in cooperation with other parties who may implement portions of the improvements, the improvements set forth below to benefit overall traffic patterns throughout the area in accordance with the following implementation provisions:

The following Transportation Improvements are also illustrated on Figure INT#1&2 on Sheet RZ-02 of the Rezoning Plan. The figure on Sheet RZ-02 is to be used in conjunction with the following notes to determine the extent of the proposed improvements (reference to a number or letter when describing an improvement corresponds to the number or letter found on figure INT#1&2 for the proposed improvement).

a. Statesville Road & Cochrane Drive/Arvin Drive.

i. Install a crosswalk on the Cochrane Drive leg of the intersection.

b. Cindy Lane & Hutchinson McDonald Road/Proposed Access “A”.

i. Construct an eastbound left turn lane on Cindy Lane with 150 feet of storage and appropriate bay and thru lane tapers.

CHAR2\1679991v7 4

ii. Construct a westbound left lane on Cindy Lane with 100 feet of storage and appropriate bay and thru lane tapers (de-facto left turn lane for the eastbound left turn lane).

iii. Construct a westbound right turn lane on Cindy Lane with 100 feet of storage and an appropriate bay taper.

iv. Install a five-foot wide bike lane along the property frontage on the north side of Cindy Lane.

v. Construct proposed Access “A” with one entering lane and two exit lanes (a lane that terminates as a left turn lane and a combined thru-right lane with 100 feet of storage and appropriate bay taper).

vi. Modify (pavement re-mark) the leg of Hutchinson McDonald Road to include a northbound left turn lane with 100 feet of storage and appropriate bay taper and a combined thru-right turn lane (to mirror the southbound left turn lane on Proposed Access “A”). This improvement should not require any roadway widening (wide pavement throat at Cindy Lane), however, the existing median on Hutchinson McDonald Road at Cindy Lane may need to be removed.

vii. Install a crosswalk on the proposed Access “A” leg of the intersection.

c. Beatties Ford Road & Cindy Lane/Griers Grove Road (signalized).

i. Install a cross walk with pedestrian signal heads and pushbuttons on the north side of the intersection.

d. Cochrane Drive & Proposed Access “B”.

i. Install a pedestrian crosswalk on the Proposed Access “B” leg of the intersection.

e. Statesville Road & Proposed Access “C”.

i. Install a pedestrian crosswalk on Proposed Access “C”.

II. Standards, Phasing and Other Provisions. a. CDOT Standards. All of the foregoing public roadway improvements will be subject to the standards and criteria of CDOT and/or NCDOT, as applicable (as it relates to the roadway improvements within their applicable road system authority). It is understood that such improvements may be undertaken by the Petitioner on its own or in conjunction with other development or roadway projects taking place within the broad north Charlotte area, by way of a private/public partnership effort or other public sector project support. b. Substantial Completion. Reference to “substantial completion” for certain improvements as set forth in the provisions of Section 3.II above shall mean completion of the roadway improvements in accordance with the standards set forth in Section 3.II. above, provided; however, in the event certain non-essential roadway improvements (as reasonably determined by CDOT) are not completed at the time that the Petitioner seeks to obtain a certificate of occupancy for building(s) on the Site in connection with related development phasing described above, then CDOT will instruct applicable authorities to allow the issuance of certificates of occupancy for the applicable buildings, and in such event the Petitioner may be asked to post a letter of credit or a bond for any improvements not in place

CHAR2\1679991v7 5

at the time such a certificate of occupancy is issued to secure completion of the applicable improvements. c. Right-of-way Availability. It is understood that some of the public roadway improvements referenced in subsection a. above may not be possible without the acquisition of additional right of way. If after the exercise of diligent good faith efforts over a minimum of a 60 day period, the Petitioner is unable to acquire any land necessary to provide for any such additional right of way upon commercially reasonable terms and at market prices, then CDOT, the City of Charlotte Engineering Division or other applicable agency, department or governmental body agree to proceed with acquisition of any such land. In such event, the Petitioner shall reimburse the applicable agency, department or governmental body for the cost of any such acquisition including compensation paid by the applicable agency, department or governmental body for any such land and the expenses of such proceedings. Furthermore, in the event public roadway improvements referenced in subsection a. above are delayed because of delays in the acquisition of additional right-of-way as contemplated herein and such delay extends beyond the time that the Petitioner seeks to obtain a certificate of occupancy for building(s) on the Site in connection with related development phasing described above, then CDOT will instruct applicable authorities to allow the issuance of certificates of occupancy for the applicable buildings; provided, however, Petitioner continues to exercise good faith efforts to complete the applicable road-way improvements; in such event the Petitioner may be asked to post a letter of credit or a bond for any improvements not in place at the time such a certificate of occupancy is issued to secure completion of the applicable improvements. d. Alternative Improvements. Changes to the above referenced roadway improvements can be approved through the Administrative Amendment process upon the determination and mutual agreement of Petitioner, CDOT and/or NCDOT, as applicable, and the Planning Director; provided, however, the proposed alternate transportation improvements provide (in the aggregate) comparable transportation network benefits to the improvements identified in this Petition. III. Access, and Pedestrian Circulation. a. Access to the Site will be from Cindy Lane, Oakwood Drive, Cochrane Drive, Grasser, Heatherpsprings Way and by way of public street connection to Statesville Road to the east as generally depicted on the Rezoning Plan. b. Individual driveway connections to Cindy Lane will not be allowed. c. The number and location of access points to the internal public streets, other than the access locations indicated above, will be determined during the building permit process and thereafter additional or fewer driveways may be installed or removed with approval from appropriate governmental authorities subject to applicable statutes, ordinances and regulations. d. The public street(s) generally depicted on the Technical Data Sheet will be designed to meet a public street cross-section as defined in City of Charlotte Subdivision Ordinance. The determination of which street cross-section will be used will be determined during the subdivision review process. e. The new streets constructed on the Site will be Public Streets. f. The alignment of the proposed internal roadway network may be modified to accommodate wetland areas or other environmentally sensitive areas, and to consolidate Development Areas. The changes to the internal roadway network must comply with the requirements of Subdivision regulations. The alignment of driveways may be modified by the Petitioner to accommodate changes

CHAR2\1679991v7 6

in traffic patterns, parking layouts and any adjustments required for approval by CDOT in accordance with published standards. 4. Architectural Standards and Parking Location Restrictions: a. The principal buildings used for multi-family residential uses constructed on the Site may use a variety of building materials. The building materials used for buildings (other than structured parking facilities, if any) will be a combination of the following: glass, brick, stone, simulated stone, pre-cast stone, precast concrete, synthetic stone, stucco, cementatious siding (such as hardy-plank), EIFS or wood. Vinyl as a building material will not be allowed except on windows, soffits and on handrails/railings. b. Buildings (residential dwellings units of all types) located along Cochrane Drive will be designed to either front on Cochrane Drive or have the side of the buildings oriented to Cochran Drive (the rear of buildings will not be oriented to Cochrane Drive). c. A 20 foot setback as measured from the new right-of-way line established on Cochran Drive will be provided. d. Buildings along Cindy Lane will either: (i) be designed to have the front or the side of the buildings oriented with Cindy Lane; or (ii) may be designed with reverse frontage along Cindy Lane. When reverse frontage is utilized along Cindy Lane a 30 foot class C Buffer will be established along Cindy Lane, the 30 foot Class C Buffer will begin behind the proposed six (6) foot sidewalk located along Cindy Lane. e. Where reverse frontage is not utilized a minimum of a 22 foot setback as measured from the future back of curb will be provided along Cindy Lane. f. A 40 foot rear yard will be provided within Development Area C and G along the exterior of edge of the Site as generally depicted on the Rezoning Plan. Detached accessory structures, and extensions of the principal structure as allowed by Section 12.106.(3) may be located in this 40 foot rear yard. An alley to serve the dwellings units constructed in these Development Areas may also be located within the 40 foot rear yard. g. A 20 foot landscape area will be provided along the western boundary of Development Area A as generally depicted on the Rezoning Plan. 5. Residential Design Guidelines. a. General Site Considerations

i. Orient buildings towards Public Streets to reinforce the street scape; exception: attached dwelling units/buildings may front common open space without front orientation towards a Public Street within Develop Area B and H.

ii. The rear of the proposed single-family units will not oriented toward the Public Streets, except along Cindy Lane where reverse frontage may be utilized.

iii. Orient buildings in a way to enclose and define public space, open space and green space.

iv. Building features such as porches, patios, stoops, front walkways and centralized doorways or breezeways shall front the public streets, except where ends of buildings front these streets. When the ends of buildings front streets, walkways will be provided to clearly connect the building entrances with the street network.

O'DILLON LAKE - REZONING TECHNICAL NOTES 2015-82

REVI

SIO

NS:

DAT

E:D

ES

IGN

ED

BY:

DR

AWN

BY:

CH

EC

KE

D B

Y:Q

.C. B

Y:

SHEE

T #:

As

Not

edPR

OJE

CT

#:

The

Hou

sing

Par

tner

ship

St

ates

ville

Ave

& C

indy

Lan

e -

O'D

illon

Lak

e Si

te P

lan

2015

-82

06/1

9/20

15

0000

.00

2151

Haw

kins

Stre

etS

uite

400

Cha

rlotte

, NC

282

03T

704

377

0661

F 70

4 37

7 09

53w

ww

.sho

okke

lley.

com

Cha

rlotte

/ Lo

s A

ngel

es

Sho

ok/K

elle

y

RZ

-02

The

Hou

sing

Par

tner

hip,

460

1 C

harlo

tte P

ark

Dr.,

STE

350

. Cha

rlotte

, NC

, 282

1770

4.34

2.09

33 p

/ 70

4. 3

42.2

745

f, EM

AIL

- fdo

dson

@cm

hp.o

rg

Con

cept

Rez

onin

g S

ite D

iagr

am

FSQ

SC

ALE

:

06/1

9/20

151

RE

ZON

ING

RE

VIS

ION

#1

208

/19/

2015

RE

ZON

ING

RE

VIS

ION

#2

Proposed Traffic ImprovementsNot to ScaleINT#4

Proposed Traffic Improvements - (Omitted - Already In Place)Not to ScaleINT#2

12

2

2

8/21/15 2

22

22

2

2

2

2

2

2

2

2

2

2

2

22

2

2

2

2

2

2

2

2

2

2

2

2

2

22

2015-08-21-RX01-CMHP-ODillon Lakes-Submittal...

Documents

Transcript of 2015-08-21-RX01-CMHP-ODillon Lakes-Submittal...