2015-82 rz-02 dillon lake rezoning petition...

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33 A

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January 27, 2015

1" = 100'

NLS NO.15003

DRAWN BYS. Kimrey

CHECKED BYS. Dyer

DATE

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8025

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721

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NC

Grid

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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 03

°43'

55" W

223

.42'

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

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OR

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Bk.

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Map

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1276

, Pg.

351

Par

cel #

0411

5607

Lot "

F" M

rs. B

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arne

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841

Mec

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Reg

istry

NO

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OR

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Bk.

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Map

Bk.

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NO

W O

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OR

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omas

H. B

uste

ed &

Wf.

Eliz

abet

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Bus

teed

Dee

d B

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5155

, Pg.

429

Par

cel #

0411

5611

Lot "

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Mec

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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/W

Grasset Avenue

60' Public R/W

Murray 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

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780.6

779.7

780.6

771.5

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777.4

777.6

772.6

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760.5

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770.5

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784.3

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763.5

763.7

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767.8

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768.1

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783.2

789.3

777.1

773.5

774.3

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778.6

771.3

771.6

771.3

771.1

769.7

793.6

794.2

795.4

794.6

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804.1

807.4

805.4

813.9

813.9

814.6

801.6

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796.3

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785.1

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793.5 795.5

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794.4

787.6

786.6

771.3

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771.2

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780

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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 03

°43'

55" W

223

.42'

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 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 & TREE SAVE)

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

TREE SAVE AREA

I-1

R-4

R-4

R-4

R-4

R-4

MX-1

MX-1

I-1 (CD)

MX-1

R-4

R-4

B2(CD)

5' S

IDE

YARD

STATESVILLE R

OA

D

10' REAR YARD

14' SETBACK FROM B.O.C.

14' SETBACK FROM B.O.C.

RESIDENTIAL UNITS WITHIN DEVELOPMENT AREAS D & E WILL FRONT CINDY LANE WITH NO DIRECT VEHICULAR ACCESS TO CINDY LANE.

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 CONNECTIONEXISTING 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

PROPOSED NEIGHBORHOOD ENTRANCE CONNECTION

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 YARD

10' REAR YARD

DEVELOPMENT AREA

H

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

PORTIONS OF 6' SIDEWALK ON LAKE/STREAM SIDE OF STREETTO BE OMITTED IN COORDINATIONWITH PARK PATH SYSTEM.

STATESVILLE ROAD & CONDY LANE TRANSPORTION IMPROVEMENTS:EASTBOUND TURN LANE & STREETSCAPE IMPROVEMENTS PER FINAL COORDINATION WITH CDOT. & NCDOT. REFER TO INT#2, SHEET RZ02

DEVELOPMENT AREA

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Proposed Traffic ImprovementsNot to ScaleINT#2

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2015-82 rz-02 dillon lake rezoning petition...

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