NCC215365_NOT Closeout Documents_20240423

/ / /6"a;""'M"'"°"'8 AS-BUILT APPROVAL
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WATER PR 12/19/2023 The as-built storm water measures,controls,
i��senicesM PROJECT NUMBER:LDAB-2023-00151
and devices are in compliance with the
approved storm water management plans and
designs and with the requirements of the
Post-Construction Controls Ordinance.
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--- •��1,,/� BEFORE YOU DIG!
AT CHARLOTTE,INC --.OCS-101 ���♦ o" CALL B11 OR 1-800-632-4949
ZONING N 047 25t-.CHURL,' RIM: SOt:es 8o8.43 - ��,` - i N.C.ONE-CALL CENTER Project No: 20-CLT-159
INV.OUT: 8938e 803.83 ----Ali,
IT'S THE LAW! Date: 03.26.2021
10'PCCE
Designed By:UDP
Checked By: BDS
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GRAPHIC SCALE Sheet No:
30 0 15 30 60 5
1 INCH=.30 FEET V M 0

( / i`':',"'N"'"°"'8 AS-BUILT APPROVAL
dSIUKM _ _ __ 1 I I BMP INSET TABLE-EXTENDED DRY DETENTION CONSTRUCTION SPECIFICATIONS
---,WATER DATE:12/19/2023 -
- ..-gricsr.A.\----•
- -
Services - 0.,-, rrr AU I"nBER:LDAB-2023-00151 I 1 -� A. EARTHWORK
_ x - PROJECT NAME: MINERAL SPRINGS
- - 1.THE FOUNDATION AREA SHALL BE CLEARED OF TREES,LOGS,STUMPS,ROOTS, BOULDERS,SOD AND
•
,' ''x SEQUENCE ID: 1 UNSUITABLE SOIL IF NEEDED TO ESTABLISH VEGETATION,THE TOPSOIL SHALL BE STOCKPILED AND SPREAD ON
x �RBP.CB-108x x0 \ THE COMPLETED DAM AND SPILLWAYS. THE FOUNDATION AREA SHALL BE THOROUGHLY SCARIFIED BEFORE
® x xPLACEMENT OF THE FILL MATERIAL.
TOP OF DAM: 809.30 809.00 x x \ ¢ + SURFACE AREA: 7,C01 or 5,945 SF
2.EXISTING STREAM CHANNELS IN THE FOUNDATION AREA SHALL BE SLOPED NO STEEPER THAN A RATIO OF
100-YR WSE: 000.G,808.67 ONE HORIZONTAL TO ONE VERTICAL.THEY SHALL BE DEEPENED AND WIDENED AS NECESSARY TO REMOVE ALL
50-YR WSE: 808 6808.56 r�. ` DRAINAGE AREA (AC): 4.44 AC
1
STONES GRAVEL SAND STUMPS ROOTS AND OTHER OBJECTIONABLE MATERIAL AND TO ACCOMMODATE
25-YR WSE: RG8-14-808.38 _ GRATE TOP TOP OF STRUCTURE: 896,25 808.43 - - - - - ---_- _ _ _ _ - - - I PLACED THEM EQUIPMENT.
THETBORROW AREAS SHALL BE STUMPS ROOTS AND UNSUITABLE SOIL THE
AREASS F STANDING WATER WHEN FILL IS URBAN
10-YR WSE: 8989808.T3c' _ '-'a EMERGENCY SPILLWAY - '}1 LAND USE/DEVELOPMENT TYPE: MULTI-FAMILY D B o ,
WATER QUALITY BASIN SHALL BE CLEARED AND ALL STUMPS REMOVED. DESIGN
1-YR WSE: 8g7-36807.63 1 I I PERCENT BUILT-UPON AREA:
2-YR WSE: $9a:36 �1 J, ' -. . .....--.1_,,- _ (4) 24"„8"RECTANGULAR ORIFICES $e-}.,49 m' m 1 3.BEFORE FILLING OPERATIONS BEGIN,THE SOILS ENGINEER WILL TAKE REPRESENTATIVE SAMPLES OF EACH
24"XS" 807.62 PROPOSED FILL MATERIAL AND TEST THEM TO DETERMINE THE COMPACTION AND CLASSIFICATION
sozsa .i l•' i I' PARTNERS
MAXIMUM DEPTH: 5 FT CHARACTERISTICS(PROCTOR TEST).ONLY THOSE MATERIALS AS APPROVED BY THE SOILS ENGINEER WILL BE
I I USED AS FILL ON THE DAM. GENERALLY SM OR SC CLASSIFICATION SOILS WILL BE ACCEPTABLE. COMPACTED 1213wmorehead at ate 450
EARTH FILLS SHALL BE CONSTRUCTED TO THE ELEVATIONS,LINES,GRADES AND CROSS SECTIONS INDICATED ON
b FOREBAY PRESENT: NO THE PLANS. charlotte nc 28208
.I -ti L,•, PROPOSED RECTANGULAR ORIFICES TO BE o 0 0 \ I - P 1043343303
<I % I,. CORED INTO OCS FOR MODIFICATION o 0 o 9 `\, _ 1 FLOW DIVERTERS PRESENT: NO 4.AFTER STRIPPING OF FOUNDATIONS AND REMOVAL OF WEAK OR UNSUITABLE MATERIALS HAS BEEN urbandeagnpartnerswm
l o 0 0 o COMPLETED,AND BEFORE START OF MATERIAL PLACEMENT,COMPACTED EARTH SHALL BE USED TO FILL ALL no firm no:P-041B ac coa no:C-03044
":.1.
O J I REGULATED BY: PCO STUMP HOLES,MINOR EXCAVATIONS AND DEPRESSIONS FOR CAVITIES INSIDE THE EARTH FILL LIMITS.
:.I •9UTCET.STFtUC'1JBE` I • 0 • I 5.FILL SHALL BE PLACED IN HORIZONTAL LAYERS OF NOT MORE THAN(9")LOOSE DEPTH. AS SOON AS
0 O TREATMENT EFFECTIVENESS: OPTIMAL FEASIBLE AFTER STARTING CONSTRUCTION OF A FILL SLOPE THE CENTRAL PORTION THEREOF SHALL BE BUILT
_ - c�J, I AND MAINTAINED SLIGHTLY HIGHER THAN THE SIDES TO ALLOW FREE DRAINAGE TO THE SIDE SLOPES. 1 x.`•cN CAR0''o
-} « z I NC STATE PLANE X (EASTING): 1,161,561 1,464,511 6.EACH LAYER OF FILL SHALL BE COMPACTED B7 ROLLING WITH COMPACTION EQUIPMENT WHICH IS BEST , �0E ESSj0i,'i
ro, IISUITED FOR THE TYPES OF SOIL ENCOUNTERED.FILL ADJACENT TO PIPE CONDUIT AND ANTISEEP COLLARS =,"V ', � NC STATE PLANE Y(NORTHING); �O$,$(!J 565,865 SHALL BE COMPACTED BY HAND.EACH LAYER OF FILL SHALL BE COMPACTED TO NOT LESS THAN 95% -
.'.l • O+RING\ .. MAXIMUM DRY DENSITY(STANDARD PROCTOR)WITHIN 2%OF OPTIMUM MOISTURE CONTENT.WETTING OR DRYING -
_q OF THE MATERIAL AND MANIPULATION TO SECURE UNIFORM MOISTURE CONTENT THROUGHOUT EACH LAYER9• R'OP / -I. �`. SHALL BE REQUIRED.DENSITY TESTS WILL BE PERFORMED AT A FREQUENCY AS SPECIFIED BY THE SOILS
2448.RCP: -80380 803 63 _'(9-" • ENGINEER.AS A MINIMUM,TESTS WILL BE PERFORMED ON EVERY THIRD LIFT OR EVERY 1000 CUBIC YARDS F e'•�.
1.5 175,-ORIFICE: 89389 60390 � N1671
B WHICHEVER COMES FIRST.ALSO DENSITY TEST WILL BE PERFORMED WHENEVER FILL MATERIAL CHARACTERISTICS .",., ••'NpINE,Er\'�
(W/TRASH RACK, ANTI BLOCK TION III CHANGE. ,gNnpills
REF DETAIL THIS SHEET) • 6.0•x6.O'xl.5' ^ 4111
' II ' E. OUTI�_DFV1rF
. z __. • BOTTOM OF STRUCTURE: 8B2r3B 802.30 / /
20'SCM ACCESS pI 1 1.OUTLET DEVICE COMPONENTS ARE TO FABRICATED AS SHOWN ON THE PLANS _ 01/13/2023
EASEMENT ` I 1 2.CONTRACTOR TO SUBMIT DESIGNED SHOP DRAWINGS TO THE CIVIL ENGINEER FOR APPROVAL PRIOR TO
CONSTRUCTION TO THE OUTLET DEVICE.SHOP DRAWINGS SHOULD INCLUDE PRECAST BOG DESIGN,TRASH
\ II m RACK,GRATED COVER,ALUMINUM STEPS,AND ALL DRAIN/ORIFICE PIPING REQUIRED. . Q
A �W o� �� eio 11 � C. CONCRETE O
STRUCTURE.. B11 1�\ 1 1.ALL CONCRETE SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE,ASTM C c
OUTLET STRUCTURE. DRY POND SCALE:NTS '� \FGI8097 1 F94.AN OLLOWING REQUREMENTS:DMIXTURE SHALL BE ADDED.THE CONCRETE SHALL BE PROPORTIONED TO MEET THE U o
FG:809.7 COMPRESSIVE STRENGTH: MINIMUM 3600 PSI 0) c N
�� •
CB- = WATER-CEMENT RATIO. 0.40-0.50 _
/ FG:809.1 103.- - 10 PCCESLUMP: MINIMUM 3",MAXIMUM 5" U 'N
/ I,F% -MRCP, CLASS IV ACT .� AIR CONTENT: MINIMUM 5%,MAXIMUM 8% Q Fli
0. P7
o '^ `"% / COARSE AGGREGATE: 1' 1 1/2" Q ii
a oO oo°Oo oo Po . r / p. GRASSING N > a
s0000000000O '.. 551v µCP ' � FG:809.3 0`' �`' Q) .- :1 c
kilo
° '� 1.GRASS ALL AREAS DISTURBED BY CONSTRUCTION PER SPECIFICATION OF EROSION CONTROL DETAIL SHEET.
oo°° c N /1 1 0 co '5 xc
ooftt�16 T 1 ,\`, 1I1 - .-.FES-102 I F. PI ANTING
Om A - 03 -_! INV:803.93 . - I-
®®00®® e g923 @ FG 809.5 `� _ 1. PLANTINGS ARE DESIGNED PER THE GUIDANCE OF THE HARP(HABITAT ASSESSMENT AND RESTORATION
®® 0 m �_�� 1- - -.� �` PROGRAM)MANUAL.
o ®®®®®®m®®®®®®® FG:809.8' �� - 1' BW:804 00
!! =;- � 2. ADDITIONAL PLANTING INFORMATION CAN BE FOUND IN TABLE 2.2 OF THE NORTH CAROLINA BEST
Isometric i `�FG'809.9 FG:809.9 .- �r /i �' MANAGEMENT PRACTICES GUIDELINES.
ORIFICE HOPE STRUCTURAL PLASM WALL&POND WERE INSTALLED , / . ■• '�Ir
1/4'HDPE PLATE FG:809.7 ►� ' m 1 _
WOPIATE BOLTED TO STRUCTURE _ V��•
804.00 806.20
1/4'PLATE AND ORATING PER ORIGINALLY APPROVED �� / I r 3:1 SLOPE
WITH 1"HOLES AND A MIN. PLANS PER CONVERSATIONS / 806.50 V I t
o OF 30%OF OPENING AREA / \ BOTTOM OF POND:
000o MANUFACTURED BY PLASTIC WITH ANDREW POINDEXTER
8e4 BB
o too , SOLUTIONS INC.OR EOUPL ,0 606.30, 806.10 804.00 1
m
o W
806.30
o° .-°o°° / Iy/ CO
-- ./B_ I ��FG:809.0
..':! •SHOWN WON aPIIONrL PLATE ! ®� -Bo9- ---- ---
CJ
��M- �''W:804.30 1 N CONC.APRON - _ FG.809.1 PROP-OCS 101 CO
i - FG.809.1 _ _ - • y ____ _ _ =FG.609.0 '''' - 0.5 FT.-I 10.5 FT.
HOPE PLATE ANDRPL PLASTIC - - - _ - - -- • I 17 3.0 FT.
Section 1/4'. GRATING - 24"RCP PROr.10"RCP -- n '`-= - - -_ ---- - FG:809.0 ___ ---- - - - U
WITH 1•ROLES AND A MIN. 19 Is®O.C7% - -- - -- _ - - FG:809.0 • . ,. . lii N Z
3. - 19.40'@0.88% - TW 809.10 i�
OF 30%OF OPENING AREA WITH ANTI-SEEP
MANUFACTURED BY PLASTIC \ COLLARS AT EACH JOINT - - FG:809.1 FG:809.0 -TW.809.00 - - _-- - -- > N
sourn0N5 INC.OR EQUAL BW:804.10
BW:804.30 PROF.RETAINING I I • 2-1/2"EDGE
TIE TO EXIST.FES TOP OF DAM: 8035E 809.00 t
WALL(SEE C-4.0)
INV OUT: 8e}U9 I : iI i
CAIIIII,
5 RIPRAP FOREBAY I L
803.66 ,eo BERM W/FILTER FARRI(' o HINGE(S)
TOP ELEV: 89&9e(VARIES-SEE SPOTS) __��--^-\^" a 1 I
13
C6 CC
< / / HINGE \\ CO
CICS 0)
SINGLE BM� // 1"%1"ALUMINUM GRATING AND J �`\ ANGLE PLATE 1 \\ U
Elevation PLAN VIEW: DRY POND SCALE:1"=20' HATCH
BY MANUFACTURER. \ 1 LL
ORIFICE CE TIF TO BE DESIGNED AND \ a)
A,LASTIC Box 4388 `\ CONTRACTOR TO SUBMIT 2"GRATE / . 3
SOLUTIONS P.O.P B.Bo TA MR ` SHOP DRAWINGS TO ENGINEER
INC B'19-8TT-5729 ANCHOR BOLT.EPDXY
mylaM-rYWUAa FABRICATION AL PRIOR TO 6"STAINLESS STEEL /
IN PLACE CL N
li RI
TRASH RACK SCALE:NTS BMP ELEVATION SURFACE AREAS - 4.0 FT. 2 m Ri
804' = 3,379 SF
805' = 3,932 SF
I k
806' =4,440 SF
807' = 5,029 SF :'-T GRATING DETAIL.. DRY PONDk 37
o
808' = 5,574 SF SCALE NTS a k
N Q g
809' = 6,130 SF 4.0 FT. ASBUILT o o
3.0 FT. N t 12 o a
The as-built storm water measures,controls, ,,,,r,r,, / c? rn
_ and devices are in compliance with the •`P.N GAR°�,•,, cr S 9 $ 9
• approved storm water management plans and =O,o'HEOSip'.•;y9 a a a B,
•
designs and with the requirements of the S iN' "e, ' m
. e'• Post-Construction Controls Ordinance. '' = N
T : • I, o8M
11/28/2023 z o
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cc
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Project No: 20-CLT-159
N Digitally signed Sn Jon Lands ,nyu Date: 03.26.2021
orvc=Ua.OU-s"Nav Dept
>CES Group,CN-Jon Lantls
lir
Jon Olen I`ve tto the •c'""'Reas .'. Designed By:UDP
and integrity W,his"acume0
P,g;,,,a I = Checked By: BDS
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CHARLOTTE, NC 28262 r

B73 - P 124
STORM'A.BU.r avrnovu
WATER°p"RaEm..aEa.cone.zoza oos
FOR REGISTRATION
Fredrick Smith
REGISTER OF DEEDS
Mecklenburg County NC
2023 DEC 06 09:44:22 AM
BK:73 PG:123-124
INSTRUMENT$t120231141.21 •
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2023114121

/ / / ` ;'' JILT APPROVALA
/ / I 1 t SCALE 11 NCGS MONUMENT"DERITA 2"
ti -WATER /19/2023 NC GRID NAD83
r�.i1� PUBLISHED AND USED •••
P JECT NUMBER:LDAB-2023-00151 .••'�. _��= •. SURVEYOR NOTES:
N=567,349.32
- c E=1,463,633.60 • ,••••••••'• SURVEYOR NOTES:
G• ELEV=812.68 _•- , ••'•t 1. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS, RESTRICTIVE COVENANTS
(PER MAP BOOK 66 PAGE 664 ��t• • AND/OR RIGHT-OF-WAY OF RECORD.
) , _• SEAL S THE PURPOSE OF THIS PLAT IS TO ADD A POST
nm , } L-4452 CONSTRUCTION CONTROLS EASEMENT(PCCE)AND 2. BOUNDARY INFORMATION BASED MAP BOOK 69 PAGE 664 AS RECORDED IN THE
N S, TREE SAVE EASEMENT.THIS PLAT SUPERCEDES MECKLENBURG COUNTY REGISTER OF DEEDS. au)
r c��ye '., • PLAT RECORDED AT MAP BOOK 69 PAGE 664.
<IL, • ••• .-' •�• 3. AREA BY COORDINATE METHOD.ALL DISTANCES SHOWN ARE HORIZONTAL AND US
Miry / P'` '4i,i'1 �'�'""Y FEET.
S Rn. .
NOT FOR'R•ECORDATION, 4. TOTAL AREA OF THIS MAP:4.67 ACRES OR 203,426 SQUARE FEET.
CONVEYANCES OR SALES TOTAL AREA OF THE TREE SAVE AREA-0.441 ACRES OR 19,249 SQ. FT.
9 c��C-NO.' 5. THIS PROPERTY IS LOCATED WITHIN ZONE"X"ACCORDING TO THE FLOOD
`'w. INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 371045660K, DATED NOVEMBER 16,
=y. RSZ PiE m�\�W.c➢.
MINERAL SPRINGS ROAD 20,6. C E S GROUP
rns m�GS PUBLIC R/W VARIES 6. PROPERTY CORNERS NOT LABELED"FOUND"OR"SET"ARE COMPUTED POINTS ENGINEERS, L L P
q 2p NCDOT PROJECT REFERENCE Na U-2507A ONLY. ALL FOUND OR SET IRONS ARE FLUSH WITH GRADE UNLESS OTHERWISE
Tc J SHEET 19 NOTED. NC FIRM LICENSE#F-1240
3525 WHITEHALL PARK DRIVE
/ )
Cs
m� (PER MAP BOOK 69 PAGE 664) 7. THERE IS A 10' NO BUILD ZONE AROUND THE TREE SAVE AREA. SUITE 1ST
NMS'48'40•'W
A 461 8.53'(TOTAL) CHARLOTTE,NC 28273
�\ 8. PROPERTY IS ZONED R-1 MF(MULTI-FAMILY DISTRICT).
P MAC NAIL FND.O, •END.#5 REBAR T704.489.1500
_ - - - - - - - - - 9. MINIMUM SETBACKS: 30' FROM R/W ALONG DESIGNATED THOROUGHFARE: www.ces- roU net
�°�P _ - RADIUS g E- 3.92' - - 9 P'
\ 42' FROM EXISTING OR FUTURE BACK OF CURB ALONG
c) `I - g46,69 LEN=117.47 `VC,°' 1 LOCAL AND COLLECTOR STREETS.
CERTIFICATE OF SURVEY AND ACCURACY '' J' CHORD
0� .° °. FND.#5 REBAR 117.13' 9 10'SIDE YARD
JP �6641 583' 39' 32W LEN- ap 40'REAR YARD SEAL:
I,JON C. LANDS, PROFESSIONAL LAND SURVEYOR,CERTIFY THAT THIS PLAT WAS 3\ )°F' ••
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY \O Q-\?F' G
SUPERVISION, DEED DESCRIPTION AND/OR MAP BOOK SEE PAGE NOTE#1 \ OG�F.F�E`�9eP / 10. IMPROVEMENTS EXIST ON SITE THAT ARE NOT SHOWN. .,.0'�TH•CARO���•••
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS FROM QJ°,� �1`v�6 / ) .,2 e,.••••••.,• 9•.
INFORMATION FOUND IN BOOK_N/A_PAGE_N/A_AS SHOWN HEREON;THAT THE ,,PC 00° \ \ • JCES GROUP•S •_
RATIO OF PRECISION AS CALCULATED IS 1:10,000+;THAT THIS PLAT WAS Qc` Q /
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.WITNESS MY ORIGINAL ° 4`'" 'm ENGINEERS • Z.
SIGNATURE,REGISTRATION NUMBER AND SEAL THIS 3RD DAY OF a°°° `Fe' / 1 1 1 '� N0. LFP1240=o`
JULY 2019. / ••• • til
°�J`' ^N0 .°° NOW OR FORMERLY: \ NOW OR FORMERLY:
IARY
° ? NOW
GUADALUPE AND JORGE ALEFREDO DAVADI AND •NOT FOR RECORDATION,
JON C. LANDS- NC PIE L-4452 / ,,-y0°0,0 JAIMES MARTINEZ \ GLENDA MARIA DAVADI \ CONVEYANCES OR SALES
/ ,pN y-5 s PID 04702522 PID 04702521
°p °; DEED BOOK 30740 PAGE 267 DEED BOOK 32554 PAGE 624
SURVEYOR CERTIFICATE / 4S1 A N \ \ REVIEW OFFICER CERTIFICATE
THAT THE SURVEY IS OF ANOTHER CATEGORY,SUCH AS THE RECOMBINATION OF / ISo STATE OF NORTH CAROLINA OWNER:
COUNTY OF MECKLENBURG
EXISTING PARCELS,A COURT-ORDERED SURVEY, OR OTHER EXCEPTION TO THE / N \ \
DEFINITION OF A SUBDIVISION. Iz \ I, REVIEW OFFICER
THE BOARD OF TRUSTIES WESTERN
1 OF MECKLENBURG COUNTY CERTIFY THAT THE MAP OR
NORTH CAROLINA CONFERENCE
N 1 PLAT TA WHICH THIS CERTIFICATION IS AFFIXED MEETS UNITED METHODIST CHURCH
FND#5 REBAR ALL STATUTORY REQUIREMENTS FOR RECORDING. NC O.BOX02757 HUNTERSVILLE,
1 TREE \ REVIEW OFFICER DATE
\SAVE AREA
// N78'03'14"E
10.00' FND#5 REBAR FND#5 REBAR
Q / 3 W S89'29'31"E 114.51' IF
O THIS PLAT IS NOT SUBJECT TO THE PROVISIONS OF THE CITY OF CHARLOTTE
OR MECKLENBURG COUNTY SUBDIVISION ORDINANCES AND DOES NOT REQUIRE r I� J O N
o I. THE APPROVAL OF THE CHARLOTTE-MECKLENBURG PLANNING DEPARTMENT. V
R N HOWEVER,ANY FURTHER SUBDIVISION OF THIS PROPERTY MAY BE SUBJECT TO A CO
5' /� 1� N THESE PROVISIONS. ZLL
Ili z END 1IN PINCHTOP Z END 1IN PINCHTOPCO
tU W i
• u N89'29'31"W CHARLOTTE-MECKLENBURG PLANNING DEPARTMENT W M w CVAil
Ct- c L. N89'53'58"E 124.92' 59.51' //'''�� U (\I LLi U
U 3 W h p S78°46'41"W S11 0. '44'01'E o IZ U N z
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�u W `� /,� 10.00' S89°53'S8"W 178.45' O Q
y ..R PLANNING DEPARTMENT SfAtt a o
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/ 6.96'
J a TREE SAVE AND z < Q p
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0
CJ i / REQUIRED = 4.67 ACRES * 0.15 = 0.70 ACRES (30,492 SQ. FT.) 7.50'
_ - ww � _
PROVIDED = 0.052 ACRES (2,264 SQ. FT.) PRESERVED TREE SAVE \ Z w
0.389 ACRES (16,985 SQ. FT.) REPLANTED TREE SAVE C-C (NI
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TOTAL = 0.441 ACRES (19,249 SQ. FT.) '`,7-4G N
FND.#5 REBAR
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LEGACY ADVISORSR GROUP INC. O
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LEGEND °� __ 1� 16-16IUS e S89.48'51"W 93.85' r0
0 COMPUTED POINT UNLESS OTHERWISE NOTED `T\N\ -'�09"W 2gA ba 97 p0 CHORD2 90 �- PROJECT NUMBER:
R/W RIGHT-OF-WAY \3\ ,,-'c�13 °i f 6668~'-39+W 4 30"W,LEN=21.86'
c, SQ. FT. SQUARE FEET `� -- $ -,04 583° 2 �' 7900
FND. FOUND 'o ,, E 48'- 5 �/ POST CONSTRUCTION
/,' 23•,
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SCR REVISIONS
N7, `,, 'OI;14.09'
NO: DESCRIPTION: DATE:- s O� N90'00'00"E
d \ 2,�24aaW /// y- :1: -- �. N90'00'00"E 147.94'
W 154.85' 15.524 147.40 30.35'
H \ FND CONC.MON. Z11.59'
9 2`'S 2�paE® ,o"s N14'59.32"W
0 0 / S89'52'49"W 348.12'(TOTAL) /
aJ W ,.Sya �y 22g2 m S14°59'32'E 4.50' FND 1Y IN PIPE
(,.) \ RP\u5 a 98 0' ASS f, `� 4.54'
L N'�5 593 /Oa `r, DRAWN BY:CHRIS L.DATE:08/08/2023
0 \ 2g86�C.�\O �N.-a. )e,'f'0 FND CONC.MON.
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a.:r 25 W 0 RP E1,\ 49 Ok DRAWING TITLE:
3 \,---5-1-0: ,..-3 30863GNOR,0.49 s/ 22438 7900-MINERAL SPRINGS
o ®'' 05 F'• 57 3aW NOW OR FORMERLY: TREE-SAV.DWG
0 \O.. ��25"E--- °y3 5"15'
U \N N1�/ky 9fi He''' EBENEZER BAPTISPDCHURCH 702531 CHARLOTTE, INC. GRAPHIC SCALE
to DEED BOOK 24587 PAGE 296 30
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