CNM ENTERPRISES, LLCww.charmeck.org/gatewaycharlotte/pdf/platparcel1.pdfJUNCTION BOX UNKNOWN...

1
NOTES: 1. All lines traversed with an ratio of precision of 1:25,500.00. 2. North Carolina Geodetic Monuments were not found within 2000’. 3. Easements and Right-of-Ways not surveyed unless shown otherwise. 4. If this map does not have an original signature and seal, this map is not valid. 5. This map is for RECORDATION. 6. Underground utilities, tanks, and or lines not surveyed unless noted otherwise. 7. Boundary corners not occupied unless noted otherwise. 8. This map is for the exclusive use of the named in the title block. 9. It is understood that the lines not surveyed are checked with adjoining deed and as traversed. 10. All curves by chord unless noted otherwise. 11. Area computed by coordinate method. I, J. David Lee, II, NCPLS L-4175, certify to one or more of the following as indicated thus (X): ( ) a. That this plat is of a survey that creates a subdivision of land within the area of a county or municipality that regulates parcels of land; ( ) b. That this plat is of a survey that is located in such portion of a county or municipality that is unregulated as to an ordinance that regulates parcels of land; ( ) c. That this plat is of survey of an existing parcel or parcels of land; (X) d. That this plat is of a survey of another category, such as the recombination of existing parcels, a court-ordered survey or other exception to the definition of subdivision; ( ) e. That the information available to this surveyor is such that I am unable to make a determination to the best of my professional ability as to provisions contained in (a) through (d) above. ______________________________________________________________ J. David Lee, II, NCPLS L-4175 I, J. David Lee, II, NCPLS L- 4175, certify that this plat was drawn under my supervision from an actual survey made under my supervision; that the boundaries not surveyed are clearly indicated as drawn from information found in Deed Book (See References); that the ratio of precision as calculated is 1:25,500.00; that this plat was prepared in accordance with G. S. 47-30 as amended. Witness my original signature, registration number and seal this __th day of ________, A.D., 2007. ______________________________________________________________ J. David Lee, II, NCPLS L- 4175 25 0 50 50 75 100 100 1 inch = 50 feet ( IN FEET ) GRAPIC SCALE Deed References: No. Revision/Issue Date SYMBOL LEGEND POWER POLE PROPERTY CORNER FIRE HYDRANT NON SURVEYED LINE SURVEYED BOUNDARY LINE EXISTING OVERHEAD POWER PAGE DEED BOOK NOT TO SCALE NTS = DB = P = S Tryon St S College St S Brevard St S Caldwell St E Stonewall St John Belk Freeway E Morehead St 277 City of Charlotte VICINITY MAP NTS Site SS SS SS SS SS SS SS 1595.74’ (GRID) 1596.00’ (GROUND) S85%%d19’12"W (TIE) DB 09009; PG 938 DB 09869; PG 402 STATE PROJECT #8.1654829 POINT OF INTERSECTION S43%%d45’53"E (TIE) 280.94’ (GROUND) MULKEY 700 NAD 83 N=540,823.99(FT) E=1,450,127.07(FT) GRID FACTOR = 0.999839 280.89’ (GRID) CITY OF CHARLOTTE MONUMENT K27.15 NAD 83 N=540,621.10(FT) E=1,450,321.40(FT) GRID FACTOR = 0.999839 NAD 83 12. The purpose of this survey is to abandon 3.604 acres of existing I-277 NCDOT Right-of-Way, Said This plat is not subject to the provisions of the City of Charlotte or Mecklenburg County Subdivision Ordinances and does not require the approval of the Charlotte-Mecklenburg Planning Commission. However, any further subdivision of this property may be subject to these provisions. Charlotte-Mecklenburg Planning Commission ____________________________________________________ Planning Commission Staff Date State of North Carolina County of Mecklenburg I,__________________________________, Review Officer of Mecklenburg County, certify that the map or plat to which this certification is affixed meets all statutory requirements for recording. ____________________________________________________ Review Officer Date S38%%d03’18"E DISTANCE BEARING LINE TABLE L3 L4 S70%%d11’34"W L5 N50%%d33’40"W 49.42’ N69%%d26’34"W 41.92’ N51%%d59’47"E 79.70’ 40.33’ L10 L11 L12 15.95’ N66%%d50’34"W S67%%d31’11"E S49%%d54’57"W 90.22’ L13 L14 S26%%d21’25"W 42.93’ L15 19.47’ 24.78’ 2.09’ N35%%d22’06"E N35%%d22’06"E N45%%d18’18"W CHORD BEARING CHORD RADIUS LENGTH CURVE TABLE C1 206.19’ 592.23’ 207.24’ DROP INLET STORM MANHOLE DROP INLET DROP INLET STORM MANHOLE DROP INLET BREVARD STONEWALL SEWER MANHOLE CHAIN LINK FENCE CHAIN LINK FENCE LIGHT POLE W/ BASE LOOP TO SOUTH BOULEVARD RAMP TO I-277 SIGN 4.5’ BST SHOULDER SIGN SIGN SIGN RAMP TO SOUTH BOULEVARD SOUTH BOULEVARD SIGN SIGN SIGN CREEK SEWER MANHOLE JUNCTION BOX UNKNOWN LOCATION 8’ X 6’ SINGLE BARREL BOX CULVERT CNM ENTERPRISES, LLC PID # 12513502 DB 09009 PG 938 CNM ENTERPRISES, LLC PID # 12513501 DB 09869 PG 402 EXISTING R/W PROP PROPERTY LINE EXISTING R/W PROP R/W PROP R/W PROP R/W PROP R/W PROP R/W PROP R/W EXISTING R/W 15" CMP 15" RCP 18" RCP 24" RCP 15" CMP 15" RCP 15" RCP 24" RCP 54" RCP 24" TERRA 24" TERRA L3 L4 C1 L5 L10 L11 L12 L13 L14 NTS L15 L1 24" TERRA 6" PVC PARENT PROPERTY DB 4281; PG 0994 PB 19; PG 189 Right-of-Way will revert back to the original property owner according to DB 4281 PG 0994, City of Charlotte. NEW R/W MONUMENT (#5 REBAR) EXISTING R/W FENCE & CONTROLLED ACCESS (NOT SET) (P.K. NAIL) (P.K. NAIL) (PAINT DOT) (PAINT DOT) NOT FOR RECORDATION, PRELIMINARY PLAT CONVEYANCES, OR SALES NOT FOR RECORDATION, PRELIMINARY PLAT CONVEYANCES, OR SALES 2006195.01 Survey Dates 05/10/06-08/10/06 EXISTING CONCRETE R/W MONUMENT 80.00’ BREAK IN CONTROL ACCESS CHARLOTTE SHEET OF 1 1 FILE NO. JOB NO. CHECKED BY: JDL SURVEY SUPVR.: JDL 1" = 50’ SCALE REVISIONS ENGINEERING & PROPERTY MANAGEMENT DRAWN BY: CKD DATE: 00/00/07 512-06-034 I-277/Caldwell Street Interchange Project RIGHT-OF-WAY ABANDONMENT SURVEY FOR THE CITY OF CHARLOTTE CHARLOTTE TWSP, MECKLENBURG CO., NC Mulkey Job Number PDE 1=457.20 SQ. FT. PDE 2=2,584.42 SQ. FT. PARCEL 1 TOTAL ACERAGE = 3.604 (157,001.75 SQ. FT.) S81%%d03’17"E 162.93’ N80%%d25’05"E 241.40’ S39%%d05’03"E 232.00’ S68%%d58’40"W 75.10’ S70%%d11’34"W 100.05’ N86%%d54’02"W 97.58’ N62%%d41’09"W 104.51’ L2 S35%%d47’56"E 101.00’ N62%%d47’40"W 101.28’ L21 L23 L22 L1 S42%%d10’08"E 80.00’ L2 L6 L6 L7 L8 L7 L8 L9 L9 S26%%d21’25"W 2.20’ N66%%d50’34"W 7.50’ N69%%d26’34"W 7.52’ SS 232.86’ N39%%d05’03"W L16 N42%%d10’08"W L16 79.95’ L17 N49%%d38’37"W 33.60’ L17 L18 L19 L20 L18 N67%%d21’17"W 44.28’ L19 N41%%d56’49"W 24.00’ L20 N43%%d07’33"E 36.45’ L21 N24%%d30’44"E 30.91’ L22 S65%%d29’16"E 15.00’ L23 S24%%d30’44"W 30.22’ 92.94’

Transcript of CNM ENTERPRISES, LLCww.charmeck.org/gatewaycharlotte/pdf/platparcel1.pdfJUNCTION BOX UNKNOWN...

Page 1: CNM ENTERPRISES, LLCww.charmeck.org/gatewaycharlotte/pdf/platparcel1.pdfJUNCTION BOX UNKNOWN LOCATION 8’ X 6’ SINGLE BARREL BOX CULVERT CNM ENTERPRISES, LLC PID # 12513502 DB 09009

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SS

NOTES:

1. All lines traversed with an ratio of precision of 1:25,500.00.

2. North Carolina Geodetic Monuments were not found within 2000’.

3. Easements and Right-of-Ways not surveyed unless shown otherwise.

4. If this map does not have an original signature and seal, this map is not valid.

5. This map is for RECORDATION.

6. Underground utilities, tanks, and or lines not surveyed unless noted otherwise.

7. Boundary corners not occupied unless noted otherwise.

8. This map is for the exclusive use of the named in the title block.

9. It is understood that the lines not surveyed are checked with adjoining deed and as traversed.

10. All curves by chord unless noted otherwise.

11. Area computed by coordinate method.

I, J. David Lee, II, NCPLS L-4175, certify to one or more of the following as indicated thus (X):

( ) a. That this plat is of a survey that creates a subdivision of land within the area of a county or

municipality that regulates parcels of land;

( ) b. That this plat is of a survey that is located in such portion of a county or municipality that

is unregulated as to an ordinance that regulates parcels of land;

( ) c. That this plat is of survey of an existing parcel or parcels of land;

(X) d. That this plat is of a survey of another category, such as the recombination of existing

parcels, a court-ordered survey or other exception to the definition of subdivision;

( ) e. That the information available to this surveyor is such that I am unable to make a

determination to the best of my professional ability as to provisions contained in (a) through (d)

above.

______________________________________________________________

J. David Lee, II, NCPLS L-4175

I, J. David Lee, II, NCPLS L- 4175, certify that this plat was drawn under my supervision from an actual survey

made under my supervision; that the boundaries not surveyed are clearly indicated as drawn from information

found in Deed Book (See References); that the ratio of precision as calculated is 1:25,500.00; that this plat was

prepared in accordance with G. S. 47-30 as amended. Witness my original signature, registration number and seal

this __th day of ________, A.D., 2007.

______________________________________________________________

J. David Lee, II, NCPLS L- 4175

25 0 505075100 100

1 inch = 50 feet

( IN FEET )

GRAPIC SCALE

Deed References:

No. Revision/Issue Date

SYMBOL LEGEND

POWER POLE

PROPERTY CORNER

FIRE HYDRANT

NON SURVEYED LINE

SURVEYED BOUNDARY LINE

EXISTING OVERHEAD POWER

PAGE

DEED BOOK

NOT TO SCALENTS =

DB =

P =

S T

ryon S

t

S Colle

ge St

S Bre

vard S

t

S Cal

dwel

l St

E S

tonew

all St

John Belk F

reeway

E M

oreh

ead S

t

277

City of Charlotte

VICINITY MAP

NTS

Site

SSSSSSSSSSSSSSPDEPDEPDEPDEPDEPDEPDEPDEPDEPDEPDEPDE

1595.74’ (GRID)

1596.00’ (GROUND)

S85%%d19’12"W (TIE)

DB 09009; PG 938 DB 09869; PG 402

STATE PROJECT #8.1654829

POINT OF INTERSECTION

S43%%

d45’53"E (T

IE)

280.9

4’ (G

RO

UN

D)

MULKEY 700 NAD 83N=540,823.99(FT)E=1,450,127.07(FT)

GRID FACTOR = 0.999839

280.8

9’ (G

RID

)

CITY OF CHARLOTTE MONUMENTK27.15 NAD 83

N=540,621.10(FT)E=1,450,321.40(FT)

GRID FACTOR = 0.999839

NA

D 8

3

12. The purpose of this survey is to abandon 3.604 acres of existing I-277 NCDOT Right-of-Way, Said

This plat is not subject to the provisions of the City

of Charlotte or Mecklenburg County Subdivision Ordinances

and does not require the approval of the Charlotte-Mecklenburg

Planning Commission. However, any further subdivision

of this property may be subject to these provisions.

Charlotte-Mecklenburg Planning Commission

____________________________________________________

Planning Commission Staff Date

State of North Carolina

County of Mecklenburg

I,__________________________________, Review Officer of

Mecklenburg County, certify that the map or plat to which this certification

is affixed meets all statutory requirements for recording.

____________________________________________________

Review Officer Date

S38%%d03’18"E

DISTANCEBEARING

LINE TABLE

L3

L4 S70%%d11’34"W

L5 N50%%d33’40"W 49.42’

N69%%d26’34"W 41.92’

N51%%d59’47"E 79.70’

40.33’

L10

L11

L12 15.95’

N66%%d50’34"W

S67%%d31’11"E

S49%%d54’57"W

90.22’L13

L14

S26%%d21’25"W 42.93’

L15 19.47’

24.78’

2.09’N35%%d22’06"E

N35%%d22’06"E

N45%%d18’18"W

CHORD BEARING CHORD RADIUS LENGTH

CURVE TABLE

C1 206.19’ 592.23’ 207.24’

DROP

INLET

STORM

MANHOLE

DROP

INLET

DROP

INLET

STORM

MANHOLE

DROP

INLET

BR

EV

AR

D

STO

NEW

ALL

SEWER

MANHOLE

CHAIN LINK FENCECHAIN LINK FENCELIGHT POLE

W/ BASE

LOOP TOSOUTH BOULEVARD

RAMP TO I-277

SIGN

4.5’ BST SHOULDER

SIGN

SIGN

SIGN

RA

MP

TO

SO

UT

H B

OU

LE

VA

RD

SOUTH BOULEVARD

SIGN

SIGN

SIGN

CR

EE

K

SEWER

MANHOLE

JUNCTION BOX

UNKNOWN LOCATION

8’ X

6’ S

ING

LE

BA

RR

EL

BO

X C

UL

VE

RT

CNM ENTERPRISES, LLC

PID # 12513502

DB 09009 PG 938

CNM ENTERPRISES, LLC

PID # 12513501DB 09869 PG 402

EXISTING R/W

PROP PROPERTY LINE

EX

ISTIN

G R

/W

PR

OP

R/W

PROP R/W

PROP R/W

PRO

P R

/W

PROP R/W

PR

OP R

/W

EXISTING R/W

15" CMP

15" RCP

18" RCP

24" RCP

15" CMP

15" RCP

15" R

CP

24" R

CP

54" R

CP

24" T

ER

RA

24" T

ER

RA

L3

L4

C1

L5

L10

L11

L12

L13

L14

NTS

L15

L1

24" TERRA

6" PVC

PARENT PROPERTY DB 4281; PG 0994

PB 19; PG 189

Right-of-Way will revert back to the original property owner according to DB 4281 PG 0994, City of Charlotte.

NEW R/W MONUMENT(#5 REBAR)

EXISTING R/W FENCE &CONTROLLED ACCESS

(NOT SET)

(P.K. NAIL)

(P.K. NAIL)

(PAINT DOT)

(PAINT DOT)

NOT FOR RECORDATION,PRELIMINARY PLAT

CONVEYANCES, OR SALES

NOT FOR RECORDATION,PRELIMINARY PLAT

CONVEYANCES, OR SALES

2006195.01

Survey Dates 05/10/06-08/10/06

EXISTING CONCRETE

R/W MONUMENT

80.00’ BR

EA

K IN

CO

NTR

OL A

CC

ESS

CHARLOTTE

SHEET

OF

1

1

FILE NO.

JOB NO.

CHECKED BY: JDL SURVEY SUPVR.: JDL

1" = 50’

SCALE

REVISIONS

ENGINEERING & PROPERTY MANAGEMENT

DRAWN BY: CKD

DATE: 00/00/07

512-06-034

I-277/Caldwell Street Interchange Project

RIGHT-OF-WAY ABANDONMENT

SURVEY FOR

THE CITY OF CHARLOTTE

CHARLOTTE TWSP, MECKLENBURG CO., NC

Mulkey Job Number

PDE 1=457.20 SQ. FT.

PDE 2=2,584.42 SQ. FT.

PARCEL 1

TOTAL ACERAGE = 3.604

(157,001.75 SQ. FT.)

S81%%d03’17"E162.93’

N80%%d25’05"E241.40’

S39%%

d05’03"E

232.00’

S68%%d58’40"W75.10’

S70%%d11’34"W

100.05’

N86%%d54’02"W 97.58’

N62%%d41’09"W

104.51’

L2

S35%%

d47’56"E

101.00’

N62%%d47’40"W

101.28’

L21

L23

L22

L1 S42%%d10’08"E 80.00’

L2

L6

L6

L7

L8

L7

L8

L9

L9

S26%%d21’25"W 2.20’

N66%%d50’34"W 7.50’

N69%%d26’34"W 7.52’

SS

232.86’

N39%

%d05’03"W

L16 N42%%d10’08"W

L16

79.95’

L17 N49%%d38’37"W 33.60’

L17

L18

L19

L20

L18 N67%%d21’17"W 44.28’

L19 N41%%d56’49"W 24.00’

L20 N43%%d07’33"E 36.45’

L21 N24%%d30’44"E 30.91’

L22 S65%%d29’16"E 15.00’

L23 S24%%d30’44"W 30.22’

92.94’