NCC213803_NOT Closeout Documents_20220603

Georgoulias, Bethany
From: Jeff Watson <[e-mail]>
Sent: Friday, June 3, 2022 7:13 AM
To: Georgoulias, Bethany; [e-mail]; Clark, Paul
Subject: [External] Fwd: Notice of Termination NCC213803
Attachments: Retail Drive Thru NOT.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Stormwater Team,
I may have attached the wrong form for Stormwater NCC213803.
Please see attached the correct form from the city to closeout the project.
Thank you and have a great day!
Jeff Watson
Oyster Development, Inc.
704-906-4491
[e-mail]

CHA RLOTTE .
Storm Water Services
Land Development
June 03, 2022
Grading Permit Notice of Termination
Jeff Watson
568 Jetton Street
Suite 200
Davidson, NC 28036
Reference: Retail Coffee House with Drive-Thru
Permit Number: LDGP-2021-00145
You or your firm are on record as the owner or financially responsible party for land- disturbing
activity at the subject site covered under the above referenced grading permit number.
Per the completion of your project or your request, the City of Charlotte is closing the grading
permit. Any further land -disturbing activity of one or more acres will require an application for
a new grading permit.
If you have any questions or feel the grading permit should remain open, please contact the
Erosion Control Coordinator assigned to your project.
Issued by,
J .
James Wilson, CPESC
Erosion Control Administrator

Thursday, June 2, 2022 at 12:53:57 Eastern Daylight Time
Subject: City of Charlotte - Application LDAB-2022-00009 has been approved
Date: Wednesday, April 20, 2022 at 8:00:37 AM Eastern Daylight Time
From: [e-mail]
To: Jeff Watson, Jeff Watson, [e-mail], [e-mail]
The plan review for LDAB-2022-00009 is completed and the plan has been approved. You may now
download your approved & stamped plan set through the Plan Room in Citizen Access and view any
conditions noted during the review process,
• Download Approved Documents
• View Conditions
• View Notes
Video Tutorial: Download Approved Documents
If you have questions about this message or to discuss this matter further, please contact us.
Address: 4019 BROOKSHIRE BV
Record Number: LDAB-2022-00009
Application Name: Retail Coffee House with Drive-Thru
Description: Stormwater as built submittal for the recently constructed retail coffee house located at 4019
Brookshire Boulevard.
Thank you!
City of Charlotte
CLT Development Center
704-336-6692
CHARLOTTE: PROD
Page 1 of 1

WOODMAN AVENUE (CDOT MAINTAINED)N.C. HWY #16BROOKSHIRE BOULEVARD/749 748747748749750751751
752753750754755757756758755
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PROPOSED2,347 SFBUILDINGFFE = 759.00EXISTING 68.00DUKE ENERGY R/W20' FRONT SETBACK20' FRONT SETBACK20' FRONT SETBACKEXISTING PROPERTY LINE (TYP.)EXISTING PROPERTY LINE (TYP.)470 SFPATIOSDE
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CLASS

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I 18" RCP CLASS III18" RCP CLASS III18" RCP CLASS
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ITW 756.00BW 752.00TW 755.00BW 752.00TW 755.00BW 752.00TW 755.00BW 752.00TW 755.88TW 755.49BW 752.004:14:1321C B A SEALSCALE:4DE5APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATESHEET NO.RETAIL COFFEE HOUSE
WITH DRIVE-THRU
100% CONSTRUCTION DOCUMENTS
4019 BROOKSHIRE BLVD.
CHARLOTTE, NORTH CAROLINADEI PROJECT NO: 50130258FEBRUARY 17, 2021Dewberry Engineers Inc.9300 Harris Corners Pkwy - Suite 220Charlotte, NC 28269Phone: [phone]Fax: [phone]www.dewberry.comNCBOLA #C-478Know what'sbelow.before you dig.CallRNCBELS #F-0929KEY PLAN:TMMTMMJGLC4.01GRADING ANDSTORM DRAINAGEPLAN20'0'40'1" = 20'SEE UNDERGROUNDDETENTIONENLARGEMENT THISSHEETPROPOSED STORMJUNCTION BOX (TYP.)PROPOSED STORMHEADWALLPROPOSED STORMCATCH BASIN (TYP.)86 90-LF 48" CMP0.5% MIN.86 90-LF 48" CMP0.5% MIN.INV. 745.04 744.63INV. 745.00 744.63INV. 745.45 745.14INV. 745.49 745.14PROPOSED CATCH BASINWITH ATRIUM GRATE(SEE DETAILS)15 10-LF OF 12"SCH. 40 PVC @3.73 5% MAX.INV. 746.97 745.1413-LF 48" CMP0.0 0.5% MIN.PROPOSED 2' DIA.MANHOLE ACCESSWITH STEPS (TYP.)13-LF 48" CMP
0.0 0.5% MIN.PROPOSED 5'x6.5' OUTLETCONTROL STRUCTURE(SEE DETAILS)36" CMP INV. 745.00 744.74DETENTION PIPE CONNECTION TO CONTROLSTRUCTURE SHALL BE WATER TIGHTALL JOINTS AND WELDS SHALLBE WATER TIGHT ANDCORROSION RESISTANTPROPOSED DETENTION PIPESSHALL BE ALUMINIZED CMPAND INSTALLED IN BEDDINGAS RECOMMENDED BYMANUFACTURER3.00' MIN.12" SCH. 40 PVC FROM OVERFLOWORIFICE - SEE DETAILS1.00' MIN.(TYP.)EXISTING36" RCPUNDERGROUND DETENTION ENLARGEMENTSCALE: 1" = 5'PROPOSED RETAINING WALL SHOWN FORINFORMATION ONLY. IF STRUCTURAL DESIGN ISREQUIRED, CONTRACTOR SHALL BE RESPONSIBLEFOR HAVING THE DESIGN COMPLETED BY OTHERS. WALL SHALL INCLUDE 4' MIN. HEIGHT BLACK, VINYLCOATED CHAIN LINK AROUND PERIMETER - SEEDETAILS. CONTRACTOR SHALL PROVIDE SHOPDRAWINGS TO CITY AND ENGINEER FOR REVIEWPRIOR TO CONSTRUCTION5.00'NOTE: CONTRACTOR IS RESPONSIBLE FOR HAVING SHOPDRAWINGS FOR UNDERGROUND DETENTION SYSTEMPREPARED BY A STRUCTURAL ENGINEER LICENSED INNC AND SUBMITTED TO DESIGNER OF RECORD ANDDEVELOPER PRIOR TO CONSTRUCTION.PROPOSED 24" BYPASSSTORM PIPE (TYP.)1.CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BUILDING PERMIT FORRETAINING WALL CONSTRUCTION PER STATE AND LOCAL BUILDINGCODES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF RETAININGWALL TO CITY OF CHARLOTTE AND ENGINEER FOR REVIEW PRIOR TOCONSTRUCTION.RETAINING WALL NOTES LEGENDEXISTING PROPERTY LINEEXISTING SANITARY SEWER MANHOLEEXISTING CURB AND GUTTEREXISTING WATER VALVEEXISTING WATER METEREXISTING TREE LINEEXISTING FENCEEXISTING OVERHEAD POWER LINEEXISTING POWER POLEFHEXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING CATCH BASINEXISTING MAJOR COUNTOUREXISTING MINOR CONTOURSEXISTING GAS LINEEXISTING WATER LINEEXISTING SANITARY SEWER LINEPROPOSED MAJOR COUNTOURPROPOSED MINOR CONTOURSPROPOSED HEADWALLPROPOSED STORM DRAIN MANHOLEPROPOSED CATCH BASINPROPOSED RETAINING WALLPROPOSED BOTTOM OF WALL ELEVATION600.00 TWPROPOSED TOP OF WALL ELEVATION600.00 SPPROPOSED SPOT ELEVATION600.00 BW600.00 SWPROPOSED SIDEWALK ELEVATION600.00 TCPROPOSED BOTTOM OF CURB ELEVATION600.00 TSPROPOSED TOP OF SLAB ELEVATION600.00 EPPROPOSED EDGE OF PAVEMENT ELEVATIONPROPOSED SIDEWALK SHALL HAVEMAXIMUM 2% CROSS SLOPE AND5% RUNNING SLOPE (TYP.)NORTH ORIENTED TONC GRID (NAD83/2011)NORTH ORIENTED TONC GRID (NAD83/2011)PROPOSED EDGE OFSIDEWALK TURN DOWNANY PROPOSED WORKWITHIN 25' OF EXISTINGSTEEL POWER POLE SHALLBE DONE WITH HAND TOOLSWHERE PRACTICABLE.CONTRACTOR SHALL LIMITWORK AROUND THE BASEOF THE POWER POLE TOTHE MAXIMUM EXTENTPRACTICABLE.PROPOSEDOUTLET CONTROLSTRUCTURE - SEEDETAILSPROPOSED 6" PVC ROOFDRAIN AT 1% MIN.SEE SHEETS C5.03-C5.06 FORMORE INFORMATIONSEE SHEETS C5.03-C5.11 FORMORE INFORMATIONPROPOSED CLEANOUT(TYP.) - SEE DETAILSSTA. 3+77.16 END CURB ANDGUTTER REMOVALINV. OUT: 741.98 741.90NOTE: END OF NCDOTSTATE MAINTENANCEAT OUTLET CONTROLSTRUCTUREEX. R/W (TYP.)EX. R/W (TYP.)PROPOSED PCCE MIN.20' WIDTH (TYP.)PROPOSED RIPRAP/STONE FOREBAYPROPOSEDRIGHT-IN/RIGHT-OUTDRIVEWAYINV. OUT: 741.98CONTRACTOR SHALL CONSTRUCTNEW CATCH BASIN WITHIN CURB LINEAND MAINTAIN EXISTING INVERTS755.11755.15755.80755.83755.80750.0741.61750.30755.21750.20750.10BMP CERTIFICATION:THE AS-BUILT STORM WATER MEASURES, CONTROLS, ANDDEVICES ARE IN COMPLIANCE WITH THE APPROVED STORMWATER MANAGEMENT PLANS AND DESIGNS AND WITH THEREQUIREMENTS OF THE POST-CONSTRUCTION CONTROLSORDINANCE.RECORD DOCUMENTSDECEMBER 17, 2021RECORD DRAWINGORIGINAL CONSTRUCTION DRAWINGSWERE SEALED BY TRISTAN M. MCMANNIS(NC PLA #1622) ON 25 MAY 2021DRY DETENTION AS-BUILTTOPOGRAPHIC INFORMATION:AREA @ ELEV. 749 = 400 SFAREA @ ELEV. 750 = 676 SFAREA @ ELEV. 751 = 1,159 SFAREA @ ELEV. 752 = 1,159 SFAREA @ ELEV. 753 = 1,159 SFAREA @ ELEV. 754 = 1,159 SFAREA @ ELEV. 755 = 1,159 SF15" CORRUGATED PLASTICPIPE ADDED DUE TO FIELDCHANGE TO ADDRESSOFF-SITE RUNOFF15" CORRUGATED PLASTICPIPE ADDED DUE TO FIELDCHANGE TO ADDRESSOFF-SITE RUNOFF.INV. IN = 746.762/28/2022City of Charlotte Engineering Department Phase _____ Map ______ Storm Drainage Detention Water Quality As-built approved as noted By:___________________ Date:__________ 11Keith Schell04/20/2022X
321C B A SEALSCALE:4DE5APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATESHEET NO.RETAIL COFFEE HOUSE
WITH DRIVE-THRU
100% CONSTRUCTION DOCUMENTS
4019 BROOKSHIRE BLVD.
CHARLOTTE, NORTH CAROLINADEI PROJECT NO: 50130258FEBRUARY 17, 2021Dewberry Engineers Inc.9300 Harris Corners Pkwy - Suite 220Charlotte, NC 28269Phone: [phone]Fax: [phone]www.dewberry.comNCBOLA #C-478Know what'sbelow.before you dig.CallRNCBELS #F-0929KEY PLAN:TMMTMMJGLC7.07STORM DRAINAGEDETAILS(SHEET 2 OF 2)AAOUTLET CONTROL STRUCTURETOP VIEWNTS6'5'7.5'6.5'2' DIA. MANHOLEFRAME AND LID -SEE DETAILS48" W RECTANGULARWEIR CAST IN BOXBY MANUFACTURER36" CMP FROMUNDERGROUNDDETNETION SYSTEM4" ORIFICE WITHTRASH RACKEXISTING 36" RCPOUTFALL24" RCPBYPASSSTORMPRE-CAST STRUCTURE WALLS SHALLBE DESIGNED TO MEET OR EXCEEDHS-20 RATED LOADING (TYP.)2' DIA. MANHOLEFRAME AND LID -SEE DETAILSEPOXY COATEDSTEPS TO BE CASTINTO SIDE WALL OFVAULT (TYP.)OUTLET CONTROL STRUCTURESECTION A-ANTS6'36" CMP FROMDETENTIONSYSTEMINVERT = 745.00' 744.74'4" DIA. OPENINGWITH TRASH RACKEXISTING 36" RCPOUTFALLINVERT = 741.98' 741.6148" W RECTANGULARWEIR CAST IN BOXBY MANUFACTUREREPOXY COATEDSTEPS CAST INTOSIDE OF STRUCTURE@14" O.C. MAX (TYP.)HS-20 RATEDMANHOLE FRAMEAND LID (TYP.) - SEEDETAILS24" BYPASS STORM745.00 744.74747.50 747.39RIM: 751.50 749.91 748.50 (EC PHASE 1)PRE-CAST STRUCTURE WALLS SHALLBE DESIGNED TO MEET OR EXCEEDHS-20 RATED LOADING (TYP.)CONNECTION OF CMP TO CONTROLSTRUCTURE SHALL BE WATER TIGHTOUTLET CONTROL STRUCTUREELEVATION VIEWNTSCONTECH STORMRAX OR APPROVEDEQUAL BMP TRASK RACK WITH 0.75"ØORIFICE IN PLATE OVER 4" OPENINGIN BOX INV: 745.0048" W RECTANGULARWEIR CAST IN BOXBY MANUFACTUREREPOXY COATEDSTEPS CAST INTOSIDE OF STRUCTURE@14" O.C. MAX (TYP.)HS-20 RATEDMANHOLE FRAMEAND LID (TYP.) - SEEDETAILSPRE-CAST STRUCTURE WALLS SHALLBE DESIGNED TO MEET OR EXCEEDHS-20 RATED LOADING (TYP.)747.50 747.39745.00 744.742-YR ELEVATION = 746.98 747.0410-YR ELEVATION = 747.59 747.5225-YR ELEVATION = 747.69 747.6050-YR ELEVATION = 747.79 747.664.0'36" CMP FROMUNDERGROUND DETENTION36" RCP OUTLETCONCRETE PIPE TREATMENT FOR PIPES THROUGH RETAINING WALLNOT TO SCALENOTES:1.CONTRACTOR SHALL COORDINATE INSTALLATION OF CONCRETE AT PIPE OUTFALLWITH INSTALLATION OF SEGMENTAL BLOCKS.2.CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTAL OF DESIGN OFCONCRETE TREATMENT PRIOR TO CONSTRUCTION.12" MIN.12" MIN.12" MIN.6" MIN.CONCRETE FLUSHTO PIPE6"4,000-PSI. CONCRETESEGMENTALBLOCK (TYP.)OVERFLOW ORIFICENOT TO SCALENOTES:1.CONTRACTOR SHALL COORDINATE INSTALLATION OF PONDOVERFLOW ORIFICE AND PIPE WITH INSTALLATION OFSEGMENTAL BLOCKS.6"749.00 750.5712" PVC FROMPOND ATRIUMINLETSEGMENTALBLOCK RETAININGWALL25-YR ELEVATION = 753.41 753.921.5'ATRIUM GRATE DETAILCONTRACTOR SHALL CAST-IN-PLACETHIS PORTION OF CONCRETE WITHINOUTLET CONTROL STRUCTURE747.50 745.7012" PVC CAPWITH 0.5"ORIFICEAADDUCTILEIRONRAI
NST
O
W
A
T E R W A Y SNYLOPLAST D O NOTPOLLUTESECTION A-A5.00"Ø19.50"DIMENSIONS ARE FOR REFERENCE ONLYACTUAL DIMENSIONS MAY VARYDIMENSIONS ARE IN INCHESQUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINTLOCKING DEVICE AVAILABLE UPON REQUESTAPPROX. DRAIN AREA = 175.59 SQ INAPPROX. WEIGHT = 32.00 LBS1899CGDCONTRACTOR SHALL INSTALLCONCRETE COLLAR PER WALLMANUFACTURER/SUPPLIERINSTRUCTIONS753.78BMP CERTIFICATION:THE AS-BUILT STORM WATER MEASURES, CONTROLS, ANDDEVICES ARE IN COMPLIANCE WITH THE APPROVED STORMWATER MANAGEMENT PLANS AND DESIGNS AND WITH THEREQUIREMENTS OF THE POST-CONSTRUCTION CONTROLSORDINANCE.RECORD DOCUMENTSDECEMBER 17, 2021RECORD DRAWINGORIGINAL CONSTRUCTION DRAWINGSWERE SEALED BY TRISTAN M. MCMANNIS(NC PLA #1622) ON 25 MAY 2021PIPE NOT INSTALLED DUE TOPROXIMITY OF UNDERGROUNDINFRASTRUCTURE - SEE STAND PIPEINSTALLED BELOW12" DIA. PVC STANDPIPE INSTALLEDAS FIELD CHANGE TO PREVIOUSLYAPPROVED OPENING IN RETAININGWALL1438431.83556607.232/28/2022
DocuSign Envelope ID: 96BF9D6B-F94E-4DOB-9630-AD7D39BOF8D6
OWNER:
404 MIDLAND AVENUE LLC
256 BROOKSIDE AVENUE
WYCKOFF, NJ 07481
LEGEND:
CP - CALCULATED POINT
DB. - DEED BOOK
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EMM- EXISTING METAL MONUMENT
EN - EXISTING NAIL
(M) - MEASURED
MB. - MAP BOOK
NCM - NEW CONCRETE MONUMENT
N.G.S. - NATIONAL GEODETIC SURVEY
NIR - NEW IRON ROD
NN - NEW NAIL
(P) - PLATTED
PIN - PARCEL IDENTIFICATION NUMBER
PG. - PAGE
(R) - RECORDED
RIW - RIGHT-OF-WAY
(I) - TOTAL
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED) - - - - - - -
RIGHT-OF-WAY
RIGHT-OF-WAY (NOT SURVEYED) -----------
EASEMENT
SETBACK
PCSO & TREE SAVE AREA PLAT FOR THE:
404 MIDLAND AVENUE LLC PROPERTY
For Registration
Fredrick Smith
Register of Deeds
Mecklenburg County, NC
Electronically Recorded
2022 Feb 17 11:05 AM RE Excise Tax: $ 0.00
B L, 70 P 248 - 248 Fee' $ 21 00
\\ %dw . age.
Instrument Number: 2022025948
OWNER: 404 MIDLAND AVENUE LLC
4007 & 4019 BROOKSHIRE BOULEVARD
CITY OF CHARLOTTE, MECKLENBURG COUNTY, NC
LOTS 1 & 2, M.B. 28-893
McCLURE REAL ESTATE PROPERTY - MAP 1
DEED REFERENCE: 36971-561
TAX PARCEL NO: 039-015-06
BOUNDARY LINE TABLE:
LINE
BEARING
DISTANCE
L1
S17'35'08"E
35.04'
L2
S72°24'52"W
3.00'
L3
S17'35'08"E
10.01'
L4
N72'24'52"E
3.00'
L5
S11'52'30"E
8.50'
L6
I S11'58'57"E
11.62'
L7
S17°41'35"E
26.66'
L8
S10'29'49"W
6.96'
L9
S15°49'28"E
14.96'
EASEMENT LINE TABLE:
LINE
BEARING
DISTANCE
L 10
S2J'40'51 E
9.98'
L 1 1
S27'41 01 'E
45.9 1'
L 12
N55'47 32'E
23.37'
L 13
S54'0941 "W
1.86'
L 14
S54'0941 "W
24.93'
L 15
I N55'47 32'E
27.36'
EASEMENT CURVE TABLE:
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C 1
52.00'
7.72'
N88°59'40'E
7.72'
C2
0.50,
0.65,
S58'0458'E
0.60,
C3
33.50'
12.4 1'
S31 '30'52'E
12.33'
C4
1.46'
0.50'
N47'5236E
0.50'
C5
33.00'
5.47'
S46'52'14'E
5.46'
C6
54.00'
26.33'
S37'38'57'E
26.07'
C7
1061.21 '
80. 06'
525'04' 1 1 'E
80.04'
C8
22.00'
5.22'
S81'5459"W
5.20'
C9
49.50'
8.87'
S80° 15,19 "W
8.86'
C 10
49.50'
52. 19'
N64°24 26"W
49.8 1'
C 11
26.55'
25.93'
S70'5938'E
24.9 1'
C 12
10.00'
8.76'
N47'4755 E
8.48'
C13
1694.57'
26.84'
S21'41'17'E
26.84'
C 14
15.00'
27.83'
S71 '03'37' E
24.01 '
C 15
1694.51 '
104.71 '
S19°27'50'E
104.69'
C 16
1694.5 1'
176.98'
S25'08'02'E
176.90'
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(TIE TO NAIL3 PERMANENT UTILITY I 3 D P )
/
/
/
/
/
/ REMAINDER OF LOT 3
M.B. 28, PG. 893
SHREEJI PROPERTIES, INC.
/ D.B. 9439, PG. 896
PIN: 039-015-08
/
/
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L___________________________________ /rE�
SURVEYOR'S CERTIFICATE:
c4
^N
2
e� PRO EASEMENT R Ug
W ON" (R/W ACQUISITION 0&6iD N R/W
R kl C �/C
\ OCD D.B. 15310, PG. 301) l 15310,
\ R AT/ \ 15310-296
\ 20' 3i733p1
g0 \
\ 20• APPRO Iz?34,\
kIN14UMX. S OpA110 \
PERMANENT UTILITY
EF 2pN1NG Na9\Nf /_\ \ \ EASEMENT
re� l l \ j/2. \ \ D BR/ 5310, PIG. 2 6)
Li�vR PERMANENT DRAINAGE
EASEMENT
\ \ L7 \ \ � (R/W ACQUISITION
IS BASED ON THE LOCATION
20' SETBACK SHOWN \ �� D.B. 15310, PG. 296)
OF THE R/W PRIOR TO THE 1 2
R/W ACQUISITION IN DEEDS G1��
RECORDED IN
REMAINDER OF LOTS 1 & 2 15310-296 & 15310-301. 4¢6E s
M.B. 28, PG. 893 (PZR REPORT NEEDED TO ` 75 _
404 MIDLAND AVENUE LLC DETERMINE UP TO DATE S33'45 49'E 91.J4 (TOT
D.B. 36971, PG. 561 SETBACKS) - - - - -
PIN: 039-015-06
AREA:
56,591 SO. FT. OR
- - 1.2991 ACRES
R' 16y4 51' AI-)
POST -CONSTRUCTION CONTROLS EASEMENT C1 CH, S22 5435E 30g 50
I AREA: 5,037 SQ. FT. OR 0.116 ACRES 308,T
S33 47 55'E 170.59' / /4. C5
Cj
STORM DRAIN EASEMENT DUKE POWER R/W AREA / G2
v I AREA: 4,898 SQ. FT. OR 0.112 ACRE RELEASED PER M.B. 38, PC. 961 /
N34'12 35"W 166.60'
N .
(M.B. 28, PG. 893)
20' MINIMUM SETBACK LINE
(SEE ZONING NOTE) 2I
N34°11'49"W 188.55'
DUKE POWER EASEMENT ao
PER M.B. 38, PG. 961 fO
N34'11'49"W 382.68'
PERMANENT UTILITY
EASEMENT
(R/W ACQUISITION
D.B. 15310, PG. 296)
Ste.
os�
5
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00 �+� ¢10 A�•
1
VICINITY MAP
NOT TO SCALE
NOTES:
1. ALL CORNERS MONUMENTED AS SHOWN.
2. NO RECOVERABLE NGS MONUMENT LOCATED WITHIN 2,000 FEET OF SUBJECT
PROPERTY.
3. BROKEN LINES INDICATE PROPERTYLINES NOT SURVEYED.
4. BROOKSHIRE BOULEVARD IS SHOWN AS A "FREEWAY EXPRESSWAY" ON THE
MECKLENBURG-UNION METROPOLITAN PLANNING ORGANIZATION THOROUGHFARE
PLAN OF 2004 AND MAYBE SUBJECT TO A FUTURE RIGHT-OF-WAY OF 175' FROM
CENTERLINE.
5. THE OFF -SITE RIGHT-OF-WAY SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES
ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND
DOES NOT CERTIFY TO THE RIGHT OF WAY WIDTH OF ANYADJA CENT PROPERTIES.
6. PHYSICAL IMPROVEMENTS MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN
HEREON.
7. THE PURPOSE OF THIS PLAT IS TO RECORD TREE SAVE AREA, STORMDRAIN
EASEMENT (SDE) AND POST CONSTRUCTION CONTROLS EASEMENT (PCCE) ON THE
SUBJECT PROPERTY, ALL AS SHOWN HEREON.
8. ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTATION.
9. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS.
10. HORIZONTAL DATUM IS BASED ON NCGS MONUMENT "McDOWELL ", AS SHOWN
HEREON.
11. BOUNDARY INFORMATION SHOWN HEREON TAKEN FROMA SURVEY PREPARED BY
R.B. PHARR & ASSOCIATES, P.A., DATED JULY27, 2020, LAST REVISED JUNE 16, 2021,
BEARING JOB NO. 91765.
12. THIS MAP WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT REPORT.
R.B. PHARR & ASSOCIATES, P.A. DOES NOT CLAIM THAT ALL MATTERS OF RECORD,
WHICH MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY, ARE SHOWN HEREON.
13. THE PURPOSE OF THE POST -CONSTRUCTION CONTROLS EASEMENT (PCCE) IS TO
PROVIDE STORM WATER CONVEYANCE AND CONTROL AND TREATMENT OF STORM
WATER RUNOFF. BUILDINGS OR ANY OTHER OBJECTS WHICH IMPEDE STORM WATER
FLOW, SYSTEM PERFORMANCE, OR SYSTEMMAINTENANCE ARE PROHIBITED. THIS
EASEMENT ALSO PROVIDES FOR UNRESTRICTED ACCESS FOR INSPECTION AND
MAINTENANCE PURPOSES TO BE PERFORMED ON THE BMP AS REQUIRED BY THE CITY
OF CHARLOTTE POST -CONSTRUCTION STORMWATER ORDINANCE.
14. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM
WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE
ALSO PROHIBITED. MAINTENANCE OF PIPES AND CHANNELS IN THESE PLATTED AREAS
IS THE INDIVIDUAL PROPER TYOWNER'S RESPONSIBILITY.
15. THERE IS A 10' NO BUILD ZONE AROUND THE TREE SAVE AREAS.
Submitted electronically by R. B. Pharr & Associates, PA in compliance with North
Carolina statutes governing recordable documents and the terms of the submitter
agreement with the Mecklenburg County Register of Deeds.
=wRONE qTE OLD
S 00 C16
_
20
EMU8(TIE)
- 1 /N"NIR
- - -
N
TREE SAVE
;AREA:
8,676 SQ. FT.
0.1992 ACRES
s
i II NGS MONUMENT
II r----� "McDOWELL"
N43-23
N34'08'31 W 189.20'
o
g22.67'( GRO ND)
i CHORD NATES011)
99 844187
I E:1,452,816.02'
1/4-OR20'80
N:558,384.47'
CGF'
ELEV. 681.79'
E:1,438.511.47'
WOODMANAVENUE
-- -- -- - i -- -- --
(M.B. 28, PG. 893) - - - - - - -
�[8_ IR 1/4"EIR 1/4"EIR r8"EIR - - - - - - /4'EIP-------------5/8:;P��������� 1�/4'EIR 'aR�������
BBE�N�TT))(BOM
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
I, THE UNDERSIGNED SURVEYOR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEYMADE UNDER MYSUPERVISION (DEED BOOK
36971, PG. 561); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION AS REFERENCED ON THE FACE OF THISPLAT; THAT THE
RATIO OF PRECISION AS CALCULATED EXCEEDS 1: 10, 000 LINEAR FEET, THAT THIS
PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY
ORIGINAL GINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS 26TH DAY OF JANUARY, A.D.,
C A
2.
S S SIO
THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTING PARCELS, A COURT ORDERED SURVEYOR OTHER EXCEPTIONS TO THE
_ ° a SEAL
DEFINITION OF A SUBDIVISION.
= o r L-4542
DocuSigned by:., ,p 2/17/2022
QI/l,
-
IJ° IjA�cW
AND 3WAKEW BPLW (L-4542) DATE
77j/llll
l I I I I I I I\\I���\
GPS CERTIFICATION:
I, ANDREW B. BAKER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND
THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY.
(1) CLASSOFSURVEY.- A(1:10,000)
(2) POSITIONAL ACCURACY- HORZ. NORTH=0.00045 EAST=0.0016 VERT. =0.005
(3) TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC
(4) DATE OF GPS SURVEY. JULY 21, 2020
(5) DATUM/EPOCH: NAVD 88; NAD 83(2011)
(6) PUBLISHED/FIXED-CONTROL USE: NGS MONUMENT "MCDOWELL"
(7) GEOID MODEL: GEOIDI8(CONUS)
(8) COMBINED GRID FACTOR(S): 0.99984487
(9) UNITS: US SURVEY FEET
ZONING:
SUBJECT PROPERTY ZONED: B-2(CD)
FOR FURTHER INFORMATION CONTACT THE CHARLOTTE-MECKLENBURG
ZONING DEPARTMENT AT 704-336-3569.
TREE SAVE REQUIREMENTS:
15% OF SITE PRESERVED OR REPLANTED FOR TREE SAVE AREA.
REQUIRED: 8,488.65 SQ. FT. OR 0.195 ACRES.
PROVIDED: 8,676 SQ. FT. OR 0.199 ACRES.
REVIEW OFFICER:
Keith Schell
I, REVIEW OFFICER OF MECKLENBURG COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS
ALL STATUTORY REQUIREMENTS FOR RECORDING.
Ft5z
DocuSigned by:
S&& 2/17/2022
REVI F(QF051B4E6... DATE
GRAPHIC SCALE
15 30 60 1
FLOOD CERTIFICATION
( IN FEET) THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT
LOCATED INA SPECIAL FLOOD HAZARD AREA AS SHOWN ON
1 inch = 30 ft. MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, FEDERAL INSURANCE ADMINISTRATION, DATED
S_E_PT_E_M_B_E_R_2, 2015
MAP NUMBER 3710453500K; ZONE X
PLOTTED: 2/17/2022
G:\93\7\93767\DWG\93767.DWG

OF \_Oj 3
RE0WA V pG•j 9 INC. SNR� gJt 0 0 g�, o, 5,08
PIN'
MISC. NOTES
1):This is not a certified boundary survey, Boundary information
taken for existing site conditions on Survey by Piedmont Land
Development. Referenced in Civil Plans for Retail Coffee House
dated July 27, 2020 having Job No., 91765
2): Certification is limited to building locations and elevations
shown (x), and Storm Sewer shown as found in field on
11
3): Tax Parcel ID: — 039-015-06
4): Deed Reference — Deed Book 21899 Page 982
Deed Book 17125 Page 547
5): Legal Description: Remainder of Lots 1 & 2,
PB 28 PG 893
6): All elevations provided by Tri—County Land Surveying
have been measured as accurate as conditions would allow.
STANDPIPE/OVERFLOW ORIFICE
NOT TO SCALE
This is to certify that on the 13th Day of December
An actual survey was made under my supervision of the
property shown on this plat, and that the improvements
if any, are shown hereon, (As—Builts), except as noted.
Professional Land Surveyor
License No. L-3598
BOTTOM POND
Point
Elevation
At
750.0'
A2
750.0'
A3
750.3'
A4
750.2'
A5
750.1'
A6
750.0'
TOP SLOPE
Point
Elevation
81
750.0'
B2
750.1'
B3
750.1
B4
750.0'
B5
750.1'
B6
750.0'
� BOTTOM POND
Point
Elevation
D 1
748.9'
D2
748.8'
D3
749.1
BOTTOM SLOPE
Point
Elevation
C1
749.1'
C2
749.3'
C3
749.4'
C4
749.0'
C5
749.2'
C6
749.2'
OUTLET CONTROL STRUCTURE
LEGEND
"x
EIP
EXISTING IRON PIN
IPS
IRON PIN SET'';�z::,
R/W
RIGHT—OF—WAY
E/P
EDGE OF PAVEMENT
E/G
EDGE OF GRAVEL
CAR �'•.,
CM
CONCRETE MONUMENT
,•' Q-��•""" ���i '•
dy
PP
POWER POLE
2��`
BMP CERTIFICATION:
`2
M.B.L.
MINIMUM BUILDING LINE
T.
THE AS -BUILT STORM WATER MEASURES, CONTROLS, AND
`
LP
LIGHT POLE
* ;w� 1622 *
N �;
DEVICES ARE IN COMPLIANCE WITH THE APPROVED STORM
11
--E--
OVERHEAD SERVICE LINES
_
:? '0ay
WATER MANAGEMENT PLANS AND DESIGNS AND WITH THE
Ay A
lo'('
'SST •'.........
REQUIREMENTS OF THE POST -CONSTRUCTION CONTROLS
5°'y US
PT.
POINT
�'•;NM MG`'•1'.,
I
ORDINANCE.
P/L
PROPERTY LINE
IN...:..... 1 n
I
j'
400o,,,�naCA'R,O2gy„
As —Built Survey
RETAIL COFFE HOUSE
DATE:
BY:
N0.
SURVEYED:
�Q�:•'FESS�O'•�i'°-;
11/24/21
Ta
,
As —Built Location
'? e��
Brookshire Blvd
4019 BROOKSHIRE BLVD CHARLOTTE, NC 28227
2/,7/2,
Ta
2
Revised title block and
Detail of Standpipe
No. 3598=
�,
o x
- ';ry Off:
TRI—COUNTY LAND SURVEYING
,, - '.. SUR o �,
Charlotte, NC
SBUX HOLDING - 16, LLC
STREET
'TMo "ASVILLE
'�ii,,,eu
N.C. 2
aEnnm 000..•
568 Jetton Street, Suite 200
THoms ux ♦ (910) 472-94DB
By: TC
Drawn By: LC
Reviewed By: LC
Davidson, NC 28036
LUINDesigned
WINSON—TON ♦ ((910 288-079
WINSfON—SALEM ♦ [phone]
Ph. 704-895-2084
C-7706
SCALE: 1' = 20'
DATE: 11/24/21
JOB No. 215064
214904