SW3220901_Plansheet - Proposed Conditions/Site Plan_20220914

GENERAL SITE NOTES: ° ---
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1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S 3� WAXHAW PARKWAY
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY(ONE p 120 PUBLICR/W
CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST48 HOURS IN ADVANCE. / PC I PG 443 M
2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN _
THESE AREAS. \ 123
3. CONTRACTOR SHALL PUT INTO PLACE SUCH TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE PLANS. THESE MEASURES
SHALL BE INSPECTED AND EVALUATED DURING CONSTRUCTION OPERATION FOR THEIR EFFECTIVENESS IN PREVENTING EROSION /
MATERIAL AND SEDIMENT FROM DISCHARGING FROM THE WORK AREA. IF REQUIRED, AND AS DIRECTED BY THE TOWN INSPECTOR, Mr
ADDITIONAL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTITUTED AND INSTALLED.
CHAIN�INK Z
4. ALL CONSTRUCTION WITHIN THE TOWN OF WAXHAW SHALL BE COMPLETED IN ACCORDANCE WITH TOWN OF WAXHAW STANDARDS. FENCE o
5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE
REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY, AND I
ADJOINING PROPERTY PROTECTED FROM DAMAGE. JI
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK s
DURING CONSTRUCTION.
B. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL
STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED
IN ANY MANNER AS RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE UNION COUNTY "E
APPROPRIATE SPECIFICATIONS 1' 19
30" CURB & GUTTER (TYPICAL)
', I = `�
nilllllll(
rW
! __ ®IN
u
13' PLANTING STRIP
PARCEL #06141018D N 9 rJ \ \\
9. CONTRACTOR SHALL REMOVE DEBRIS FROM EXISTING CATCH BASIN AND CLEAN OUT EXISTING DRAIN PIPES. REPAIR AND REPLACE I 61 _ .,
EXISTING CATCH BASIN FRAME & GRATE AS NEEDED. DB 6943, PG 030-
10. ALL STRIPING AND DIRECTIONAL ARROWS TO BE PAINTED REFLECTIVE WHITE, TWO COATS. WAXHAW ZONING: CC
11. ALL PAVING SHALL CONFORM WITH PAVING DETAIL ON SHEET C10.1.
12. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR DETAILS OF SUCH
GARY A SUMMERFIELD
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE OWNER. PARCEL #06141018G
13. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING AND PIPE INVERT DB 1520 PG 0680 �
ELEVATIONS PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT. LOT 3 JACKSON STATION
PG 849
14. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. PLAT CAB H, 'Jr
WAXHAW ZONING: CC
15. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. P
rn.
16. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
17. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE OF THE CURB. �^
/
18. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
19. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
20. AREAS OF SEVERE ASPHALT DISREPAIR WILL BE REMOVED TO TOP OF SUBBASE AND PATCHED PRIOR TO OVERLAY.
21. THERE WILL BE NO DEMOLITION LANDFILL ON SITE. �~ '
22. 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.
23. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM
THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
/-
24. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE NCDOT INSPECTOR PRIOR TO ANY WORK IN THE NCDOT R/W.
25. ALL ROADWAY CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE TOWN OF WAXHAW STANDARD SPECIFICATIONS AND
DETAIL MANUAL AND THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION EXCEPT WHEN OTHERWISE
NOTED. e
26. ALL STORM DRAIN PIPES SHALL BE PLACED TO PROPER GRADE AND ALIGNMENT PER APPROVED PLANS. %
27. NO CRACKED OR BROKEN PIPES SHALL BE PLACED OR ACCEPTED IN CONSTRUCTION OF THE PROJECT. /
28, ALL CATCH BASINS T-6" DEEP OR MORE SHALL HAVE STEPS PLACED AT V-2" ON CENTER. s
29. EROSION CONTROL MEASURES SHALL BE PLACED AROUND DRAINAGE INLETS AND CATCH BASINS. /
30. ALL PIPES IN STORM DRAINAGE STRUCTURES SHALL BE CUT OFF FLUSH WITH THE INSIDE WALL.
31. ALL STRUCTURES SHALL BE SMOOTH INSIDE AND OUTSIDE OF THE STRUCTURE USING MORTAR MIXED TO MANUFACTURER'S
SPECIFICATIONS TO AVOID DEBRIS BUILD-UP OBSTRUCTING FLOW. Z
32, ALL TAIL DITCHES SHALL HAVE POSITIVE DRAINAGE WITH A MINIMUM 1.0%SLOPE.
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07
33. THE DEVELOPER SHALL OBTAIN ANY OFF -SITE DRAINAGE EASEMENT FROM ADJACENT PROPERTY OWNERS REQUIRED TO COMPLETE THE N
IMPROVEMENTS OR PROVIDE POSITIVE DRAINAGE FLOW PRIOR TO CONSTRUCTION PLAN APPROVAL.
34. ALL CONCRETE FOR DRAINAGE STRUCTURES SHALL BE A MINIMUM OF 3,600 PSI EXCEPT WHERE OTHERWISE NOTED OR REQUIRED.
35. IF THE DEVELOPER WISHES TO USE ANY PRECAST STORM DRAINAGE STRUCTURES WITHIN A PROPOSED STREET RIGHT-OF-WAY, HE MUST
SUBMIT A PROFESSIONAL ENGINEER CERTIFICATION FOR THE STRUCTURE. ALL STRUCTURES MUST BE CERTIFIED TO ADEQUATELY CARRY 7.5' PLANTING STRI P
H2O LOADING. PRIOR APPROVAL FROM THE ENGINEERING DIRECTOR SHALL BE OBTAINED IN ORDER TO INCORPORATE ANY PRECAST
STORM DRAINAGE STRUCTURES IN A PROPOSED STREET RIGHT-OF-WAY.
36. UNDER NO CIRCUMSTANCES SHALL PRE -CAST STORM DRAINAGE STRUCTURE BE CUT OR ALTERED WITHOUT PROFESSIONAL
ENGINEER'S CERTIFICATION OF ADEQUATE LOAD BEARING STRENGTH FOLLOWING THE ALTERATION OF THE STRUCTURE, EXCEPT WHERE
DESIGNATED "KNOCK -OUT" PANELS ARE PROVIDED.
37. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN-BACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
38. THE LAYING OF PIPE IN THE FINISHED TRENCH SHALL BE STARTED AT THE LOWEST POINT AND LAID UPGRADE. THE BELL SHALL BE LAID
UPGRADE.
39. SURVEY STAKING AND PROPOSED GRADES SHALL BE CONSISTENT WITH PLANS AND FIELD CONDITIONS WAXHAW HERITAGE LLC
PARCEL # 06141006C
40. NO CONSTRUCTION ACTIVITIES ARE ALLOWED TO TAKE PLACE BEYOND THE FLOODPLAIN LINE OR THE STREAM BUFFER LINE WITHOUT
PERMIT ISSUED BY THE U.S. ARMY CORPS OF ENGINEERS, THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
DB 7276, PG 680
RESOURCES, AND THE CITY OFMONROE. WAXHAW ZONING: TC
41. 10' DRIVEWAY WIDTH REQUIRED FOR ALL LOTS TO ACCOMMODATE ONE VEHICLE.
42. DEVIATIONS FROM THE TOWN OF WAXHAW STANDARD SPECIFICATIONS AND DETAIL MANUAL MUST BE CLEARLY NOTED ON THE PLAN
AND LISTED BELOW.
10' Util. Esmt.
5' C
Planting Strip
Width Varies
,,--15' Min. Rear Yard
==MEN"
L I
L I
ill I
LEI
2' nc. Valley
Gutter
_5' Min. Setback
(O' Corner)
20' Max Setback*
*20' required for driveways. Lots /J
49-59, 94-98, & 104-118 will have
greater than 20'setback at building
ends due to roadway alignment and
curvature.
TYPICAL FRONT LOAD LOT LAYOUT
10' Util. Esmt.
TC
Planting Strip
Width Varies
2.5' Conc. Cu
l
and Guttl
NOT TO SCALE
1' Conc.
46' W1ater & Sewer Esmt.
N
N
aai iN
io rdvaniem
LU YrlvaTe K/W
-
5 5
5 55
5
�u
w
w
�r
-
F_ --
- -
10'
Conc.
D"
27' 22,
22'
22' 27,
Typical Typical
End Interior
Unit Unit
Typical Typical Typical
Intedor Tjy Interior End
Unit 4° Unit Unit
-
2(
I
inc. w
L L
U
b a
L 1' TYp•
j
N 6' Parallel
r T T
Parking
5' Conc: Sdwk e
5' Min Rear Yard
i' Min. Setback
(O' Corner)
' Max Setback*
Lots 1-18 fronting Blythe Mill Rd.
D be setback greater than 20'.
TYPICAL ALLEY LOAD LOT LAYOUT
NOT TO SCALE
��P�e� SITE
I RD
QS�
WAXHAW HWY
NC-75
LOCATION MAP
SCALE 1"=2000'
CONNECTIVITY
13.5' PLANTING STRIP woo
RATIO MAP
/ 118 ♦ �v¢P� 20' TEMPORARY CONSTRUCT,
2 ` 116 / V
114 ♦ j
112
54
55
7' PLANTING S 110 / /'� Cos
56 1.03 AC
57 I CLUSTER /' I BMP MAINTENANCE \
- - MAILBOX \ ' PROP. FH 1 & ACCESS ESMT
53 I .a I 58 I UNITS cos 109 L L _
II I 9 108 � X �
52 I .a : i • 59 I :
i LL
51 1.a . I I PROP. BIKE RACKS 107 : : �� L L L : x:
49 I 3 I 105 L L LLLLLLL� L LLLL ,� CON ITY
: : : : : : : : : : : : : : - -
I R 10 = .43
67 68 69 70 71 L� L L L L L L L L L L L- L L L L N82°18'54"w 696.04'
'----- 62 63 64 65 66 LLLLLLLLL L L L L� - (LINE NOT 10 LINKS
60 61 I 104 /
PROP. FH a I 7.5 PLANTI G STRI III Ll : : : : : : : : : : : : : : L 7 NODES
I J PROP. 5 SDWK. (TVP.)_1 �x [STOM �►AtM �� U •
48 # z - EE HEETI C5 5 C
_ _ - -) 4
�A�
- I L_ L LLLLL : �L LLLL DEVELOPMENT DATA
47 I 103 L o LLLLL : z L �LLLL
- L a L L L L L L LLLL CDUREIT JURISDICTION: TOWN OF WAXHAW
46 - z ZONING: NEIGHBORHOOD CENTER (NC)
- -PUBLIC R/W TOWN OF W W 102 I o� "' L L L PARCEL 1 13
a a x ADDRESS: BLYTHE MILL ROAD
0
NO DEED BILE
1 L WAXHAW, NC 28173
45LII
UNION COUNTY
I 101 I L L ZONING: R-20 PARCEL ID #: 06141005 & 06141005A
44 I L x L L DEED BOOK / PAGE: DB 8491/806, DB 8491/0828, & 8491/0833
I a 100 I L L L L L L L L L L -- TOTAL SITE AREA: 17.357 AC
L L L L L L L R/W DEDICATION BLYTHE MILL ROAD: 0.125 AC
43 II II 72 1 f NET SITE AREA: 17.232 AC
PROP. 5' SDWK. (TYP. I 77 76 75 74 73 3 ' I : L L : PROPOSED DENSITY: 6.8 DU/AC
® cam: L - - - - _ 83 82 81 80 79 78 1 I I 77 - - J BRICE J & MAXIMUM DENSITY: 8 DU/AC
- - - I I o L MELINDA D GARRIS PROPOSED LOTS: 118 LOTS (82 FRONT -LOAD, 36 REAR -LOAD)
r 3' 1 _RIP_ L L L L PARCEL #06141014 PROPOSED TOTAL AREA IN LOTS: 9.24AC
a I _ _
I 42 Q _ - J �- - - - - 1 1 LA DB 4500, PC 344 LOT COVERAGE: 53.2% (80% MAX)
0 3 _ _ - - - a u I UNION COUNTY PROPOSED COMMON OPEN SPACE: 2.27 AC (INCLUDES PUBLICLY ACCESSIBLE RECREATION SPACE)
a +` - _ - _ m I x ZONING: R-20 PUBLICLY ACCESSIBLE RECREATION SPACE REQUIRED:- 0.34 AC (2% OF NET SITE AREA)
41 z _ I L AARON DECHON LEE
S O _ - - � � - � 98 I � ��� L L R 6j BRENDA COLLINS LEE
PUBLICLY ACCESSIBLE RECREATION SPACE PROVIDED: - 0.72 AC
7 X o r' ® - - PARCEL #051 12049C PROPOSED AREA IN PUBLIC R/W: 3.72 AC
40 IOG I 1 I 94 95 96 97 1 L L PROPOSED AREA IN PRIVATE R/W: 0.39 AC
2 AC
m CC 1 Cos I 6 3 PROP. FH DB 6131, PG 543
39 CO > 6 I 189 90 91 92 93 I UNION COUNTY MAXIMUMBMPTRAC541.FT
i I � � ZONING: R-20 MAXIMUM BUILDING HEIGHT: 54 FT
84 85 86 87 88 1 PARKING REQUIRED: 2 SPACES FOR EACH UNIT+ 1 VISITOR SPACE FOR EVERY 4 PARKING SPACES
O I w ° CHARLES MCCLURE PARKING PROVIDED: 36 REAR LOAD GARAGE SPACES+ 21' DRIVEWAY = 72 SPACES
38 I I PARCEL #0V IL BLE 82 FRONT LOAD GARAGES + 20'DRIVEWAY = 164 SPACES
a •. •, I a; . , a .: - � NO DEED AVAILABLE _
T -
UNI
f 37 t ZONING: RU 20 PROVIDED I(2336 ACES REQUIRED 9 VISITOR SPACES)
236 TOTAL SPACES /4 5 SPACES
295 TOTAL SPACES PROVI SPACES
PROP. FH * N / T BICYCLE PARKING REQUIRED: 1 SPACE PER 15 PARKING SPACES (59/15 = 4)
BICYCLE PARKING PROVIDED: 6 SPACES
~ FLIGHT DnAn - LINEAR FEET OF STREET:
57' PUBLIC R/W -TOWN OF WAXHAW T T 2 T / S84 5 75 "W BLYTHE TOWNHOME LANE 999 FT
- - g T = + / 105.02' ALLEY B LIMELIGHT ROAD 661 FT
FT
_ 4 r i PROP RETAINING WALL
T + (BY OTHERS) PUGSTER LANE 396 FT
13 I I VIBURNUM ROAD 519 FT
_ -� = 27 �� 7' PLANTING STRIP N PROVIDENCE STREET 347 FT
` I N T PLANTING STRIP I ALLEY G 170 FT
I 31 3 W 3 I ALLEY H 171 FT
a o z 26 _ 1 23 22 21 20 19
SETBACKS:
I I / FRONT SETBACK: 20 FT
I
o MIN SIDE SETBACK: 5 FT (0 FT CORNER)
II I N �l 03? 3 25 I /� - - - _ MIN REAR SETBACK: 15 FT
WAXHAW HERITAGE LLC _ 36 35 34 33 32 I 29 a J I 1 LEGEND
PARCEL #06141006D o s I 1 co 24 I I J' JOHN WIGGS
DB 7276, PG 676 � 1 I I 28 _ PARCEL #06141016 SIDEWALKS
WAXHAW ZONING: TC �I I II I " I-_ - DB 5976, PC 665
WAXHAW ZONING: NC
20' PRIVATE R W ' PUBLICLY ACCESSIBLE RECREATION SPACE
_ - r o.'
LLL����� BMP EASEMENT
DI DROP INLET
= 56" K I I CB CATCH BASIN
RCP REINFORCED CONCRETE PIPE
FES FLARED END SECTION
I I I I 18 / SSRW SANITARY SEWER RIGHT OF WAY
cos I 10 11 12 13 I I 14 15 16 17 O
SIDE STORM DRAIN EASEMENT
e I �
1 2 3 4 5 II II 6 7 8 9 I 51" 0 K 14' P TING RIP II II �� R EX. CATCH BASIN & PIPE
-� w
fR% f EX. STORM DRAIN &PIPE
R/W DEDICATION I I I I - J ----- R fW--� PROPERTY LINE
0.03AC I I Rlw GRAPHIC SCALE
I I 0" DA - - - L_ _ `�" - \ - - ADJACENT PROPERTY LINE
\N _ I 0 30 I 120
�/'� ✓' PROP RETAINING WAJ.L-'
(B�HERS)
PROP RETAINING WALL / 2�
(BY OTHERS) / /
\ `
R� = ' 33 .30' \- 74.61
644.31'
/ A PERIN DEVELOPMENT CO. ZLC
PARCEL #06141018 (�
PROP. 5' SDWK. (Ty",
�~ DB 3288, PG 221
\ / 32.132 AC PER DEED / \/
1 1 _ 24.451 AC + - ACRES REMAINING J )
WAXHAW ZONING: EC r
OY CONsrRucrroN EAS -
\yMENT DB 479 PG 821 r^
S
DIRT
20' TEMPORARY CONSTRUCTION EASEMENT DB 479 PG 821 S82°1g'
C3 43'E - -`-=
�.: Oil _
�- `� --- -� fW� - - - - - - SETBACK LINIt
R fW-- EX. GRAVITY SEWER
} -�^ W UT EX. UNDERGROUND TELEPHONE LINE
R/\N i� ( IN FEET )
g�8�� fW -�- G EX. GAS LINE 1 inch = 60 ft.
IV all IS AL) ow
PUBL W-TOWN OF WAXHAW 4° 43 W 16.00fW-_ R/ R/W DEDICATION
EX. UNDERGROUND ELECTRIC LINES
0.09AC EX. OVERHEAD ELECTRIC
�m n - ONCRETE
PUBLICLY ACCESSIBLE
RECREATION SPACE /
0.12 AC J
PROP. MONUMENT SIGN
SITE TEMPORARY
BENCHMARK
TOP OF NORTHWEST
FLANGE BOLT OF EXISTING
FIRE HYDRANT
ELEV: 655.93'
IDEWALK
� a �
Z�
W
co O
O
all r
Z
EX. WATER LINE
x x x EX. FENCE
w w WATER LINE
GRAVITY SEWER LINE & MANHOLE
FIRE HYDRANT
CATCH BASIN & PIPE
*** 3 Days Before Digging ***
North Carolina 811
811 or 1-800-632-4949
STREET LIGHT POLE
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, BLYTHE MILL ROAD,
NC CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON 05/10/22. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
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MODIFICATION LOG
JOB NUMBER: C210047
CHECKED BY: BHE
DRAWN BY: BHE
DATE: 05-10-2022
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PROP FH 60 61 62 633,337 SF 2,244 SF 2,244 SF2,244 SF , LLLLLLLLLL L r3 738 SF 2,244 SF 2,244 SF 2,244SF I4,254 SF ---- - - - 2 o' ,�ti ♦ N Z I - - -
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° ° N ,
PARCEL #06141006C w °° 22 0' 17.a'' Lc I L L x L L L
2-0
DB 7276, PG 680 o I ,9 SF 1 22 0' 110.00 c UNION COUNTY ZONING: R-
2 ® 22.01 ° 22 0' o
WAXHAW ZONING: TC I 33.32 - - I o° °1 101 I X
N 2200' lga 0' 33.32' _ MATCHLINE SHEET C3.2 N "
N I 114.97' 8 6 a 22 0' ° 21 0' 22 0' _ - _--- N 2,420 SF I x
■ ■ - ■ ■ - ■ ■ ■ ■ - ■ ■ ■ _d ONT ■ ■ ■ 1 0' o X ■ - ■ ■ - ■ /■ ■ ■ ■ ■
N II 2,44$F 114.96' II �I 'T I(° I I o° I 100 I ,N O - - - -
r- cc1 I c N I LLLLLLL
2,420 SF 11o.00' I �n A � R�� x
I 43 1aLnlf- I L=31.71 I I L S R-M WATERA a L L L
o N O° N r 13.5' PLANTING �++ m x BMP MAINTENANCE
4,023 SF ^ �o m �° �HEHT Cg.S W
b I ' 1 m° o" N I °°Oo c ,n o L ,I o 0 0 72 I'� STRIP ee I o p f EE Q o ` L L &ACCESS ESMT
7.5' PLANTING STRIP Z i ui CD
o r, �' 78 o o �' 3,832 $F ' a; = b 77 I M p I�
M - I81 80 79 8 ° a r n I 3,740 SF
- - sf4.44r �61 83 82 2,329 SF 2,329 SF 3,528 SF 76 75 74 73 - _ L Bn�P FEI�e�W
D _5' SIDE SETBACK _ - I a, 3,879 SF 2,329 SF 2,329 SF I I 77 2,329 SF 2,329 SF T PLANTINGSTRIP 0 M - - / 2,329 SF 2,329 SF w 22 00' 33 55' LG TE I L L BRICE J & /
- 22.00 x MELINDA D GARRIS
`a'- a I o I I I 3,528 $F 43.55' 22.00' La 0.45' 1
1 _ _ I L L PARCEL #06141014
42 I ^ 5' CONC. _ _ - - - - - - - �L Z 5' CONC. SIDE ALK (TY� - - - - - - DB 4500, PC 344
M I 4,023 $F a l °° ° C = SIDEWAL [TYP.) - - - - - - - - I -410 r -(' I x UNION COUNTY ZONING: R-20
X 16. 5 10' uTal
0.92' I 114.92' a I ° Q a F - - - - - - - 20.32' 22.00' 22.00' 37.00' I Z m I EASEMENT AO
0 41 I G ♦ SETBACK 18.75' 13.00' N.00' 22.00' - - - - 96 97 98
6 p
0 2 528 $F c Z 43 20. 3 20.43' 14.5T 20 SDE - - - - - + ♦ O I " o 0 0 N / AARON DECHON LEE
"' I 1' G 36.69' 20.43' 20 1.57'- $' - - - Z - I 94 2,5�99 SF 2,494 SF 2,387 S 3,500 SF o 0 0 _C
N 114.9 13 I 1.57 1.5T _ 2.5 CURB a' t77x `�
o llx 40 0 �1° Z O O 1 1.5T - - - - - - - -�+ I �- &GUTTER D rrl o i 5,212 $F o L_ L_ - - / PARCEL #0511N 049C
6 - - - CU B TRANSITI N FROM r+ 'A °O � �" _
a "' 3 I 5'CONC. I (TYP.) 1 N ui o o _ DB 6131, PG 543
N !Cco 2,528 SF I UNION COUNTY ZONING: R-20
2.5 C&G 0 z VALLE GUTTER oo I ��
I 7' PLANTING SIDEWALK u, I 3 I STREET N
V F PERGOLA O0 uj I NAME _
N .+, I 114.90 e a 1 ° ? J STRIP (IYP.) I S _ ;o o PROP. R3-1 0+ ;n O SIGN _
W I 39 N � I oo°I °�° -4 u' o STOP SIGN e ^ I % _ --- --
2,528 SF 1 °- -
,p„ I •-! CURB RAM m '�' c o d^ -
114.89' o °m° °O �o" `-' 93
0.24' "' N a 1 1 r% F ° (TYP.) o ,ri In o �, �I Aq 92 °er+ N I 0 F8 3.26'
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N 1-5.00' STOP SIGN 2 329 $F 2,329 SF �� S86° 12 41"W 86 12 41 W NO DEED AVAILABLE
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PROP FH $ STREET 2 VALLE GUTTER .5' - - - - - °�/ �' O,OO' S6.23 UNION COUNTY ZONING: R-20
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a S END OF ROAD BARRICADE
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00 O R10 8 �' DE -_-_------- I - --I - I - 2 VALLEY GUTTER 10' UTILITY ESMT (TYP.)
109.51' L'31 2b' „' STREET I 2.5' CURB & GUTTER
2.5' CURB & GUTTER 2.00' 40.00'I ° 1 ---------------- -\ Q ( 27 NAME I I M CUR RAMP (TY ) '
42.91' 2.00 2.00' - ---1- 5' CONC. STREET N ME 91GN PROP. R1N 4 308 SF SIGN L° ° 3 STOP SIGN ;� N
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(TYP.) o ° V4 1(° 3 2.5' CURB 26 I N W Q
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SIGN I 3 129.52 I o I 111.50' I Q a W 23 22 21 20 /
1 30 o o �, 2,851 SF 14,853 SF
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SEWER ESMT. 5,942 SF 1 ;� i e n L 67.05' /
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GRAPHIC SCALE
ADJACENT PROPERTY LINE
40
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UT
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, BLY HE MILL ROAD,
INC CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON 05/10/22. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
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JOB NUMBER: C210047
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DATE: 05-10-2022
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LEGEND
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RiW -CRETE. SIDWALK
F v o
GATE
10
R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/tA
30" CURB & GUTTER (TYPICAL) -
WAXHAW PARKWAY REMOVE EX. CURB & GUTTER ACCESPATN AY _
120' PUBLIC R/W SAWCUT & MATCH EX. PAVEMENT & CURB
PC I PG 443 R22'
L / 11 30" CURB & CITTER TYPICAL) R22 i
f
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UNION COUNTY 1
PARCEL #06141018D
DB 6943, PG 030 `
H I j
WAX AW ZON NG. CC 1__- „_
WAXHAW HERITAGE LLC
PARCEL #06141006C
DB 7276, PG 680
WAXHAW ZONING: TO
1.03'
0.08,
RAMP (TYP.)
STREET NAM SIGN
SO' 45' 26"W
58.07'
I4R/W
2.5' CURB & GUTTER
I °
I
30' UTILITY ESMT. (TYP.) III
I I°
i
I,
1 ,o
/
/
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TILITY
MENT
(TYP.)
rA
GRAVEL ACCESS
-)E VE-WA-Y
SIDEWALKS
PUBLICLY ACCESSIBLE RECREATION SPACE
LLLLLLLLI
BMP EASEMENT
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSRW
SANITARY SEWER RIGHT OF WAY
SIDE
STORM DRAIN EASEMENT
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
SETBACK LINE
EX. GRAVITY SEWER
�/W R/W
R/W
EX. UNDERGROUND TELEPHONE LINE
UT
G
EX. GAS LINE
EX. UNDERGROUND ELECTRIC LINES
EX. OVERHEAD ELECTRIC
EX. WATER LINE
W
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GRAVITY SEWER LINE & MANHOLE
\
FIRE HYDRANT
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STREET LIGHT POLE
PROP. R1-1 STOP SIGN
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PATHWAY � � � \ 6 4.31'
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PARCEL #06141018
DB 3288, PG 221
32.132 AC PER DEED l %
1 I
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2.5CURB&GUTTER
1 ``� 1 \� WAXHAW ZONING: EC
20' TEMPORARY CONSTRUCTION4SE DB -79
\ DIRT % -
\ `- J 20' TEMPORARY CONSTRUCTION EASEMENT DB 479 PG 821 Z- ^`-
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118 ♦ _ �� —4-
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54 0.001 `'�1 y, 111 \ ♦ t
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m 5,463 SF I� �-
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2,530 SF 115.01' 2.5' CUR &GUTTER - - - - - - - /
°° —I — — — — al 69 70 71 i° °la 106.30 105 11 N x
65 I► NI 66 67 2,26448SF 2,244 SF 2,244 SF 3,926 SF L ; L_5.65' 2,367 SF N x x
2 2644 SF 3 327 SF el _ o 0 0 L=31.42' I �, 1oa.9a
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4,255 SF I M ° ° I 60 61 62 63 o X
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L Cp 10 CURB ANSITION ROM2.5 Lq I n' I a GRAPHIC SCALE
PROP. FH I u+ 5 CONC. IDEWALK I 2 VALLEY UTTER o I ¢
D 48 5' CONC. I o N a C&G TO 2 ALLEY GU ER a - I I CURB RAMP (TYP.) -- J �X A A A A A A A A A z �- AAA 40 0 20 40 80
15 X 15 IGHT TRIA GLE _
;, I SIDEWALK '" Z l 20' F _ - - - - Z I L - - - i30�0' 21 SDE a
I � 4,254 5E 114.99, (TYP.) - - - - - e 22 0 p' 20 1' � N - - - - - A L L L L L L L L L � '� L L L
u e -- - 32.72
;�\- - - 0 220' 2.61' - I I I L�I �—LLLLLLLLL xLLLL IN FEET)
n I 47 a I §� ♦ \?I 1 22 0� CURB RAM (TYP.) I 1 I n X I /
N I 2,529 SF 114.99, URD MP TYP. CROSSWALK MARKINGS (TYP.) _ I 3,850 3 F I L L L L L L L L L L L L L /�
1 inch 40 ft.
o� a - S860 -O'-CURMANSITION FROM9p° I 110.00 _ DAVIS LES I
I N 9 °STET 396.28 C&G To r v o x
CURETON H S
o I 7 39 ° CURB RAMP (TYP.) n� - °I
N 2,530 SF 114.98' - - 51' PUBLIC R/W -TOWN 0 HAW o° 102 N A A A A A A A A A
° u+ I NO DEED AVAI E '
PARCEL �0614 1 \�1111111
a � a PRO . R1- STO SIGN a ° - o N ��. �� � "� � d°�,�
N4 37 57 W STREET NAME SIGN o C4 I 2.420 SF 110.00' N (:
22 0' 9� 'C c x UNION COUNTY ZONING. R- E,
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N N I 2,529 SF 114 N 20 21 0' ° 22 0' 0 22 0 --- --- - _- - \ N N 2,420 SF I x • I . fl....W- ' _
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E E E _ �7
44 I; �� I o I I c X *** 3 Days Before Digging
N 52 114.96' 43 I —3 74 73 72 100 N — — — North Carolina 811 €
al °_ MATCHLINE SHEET C3.1 76 75
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, BLY HE MILL ROAD,
NC CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON 05/10/22. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT REQUIRES
THE SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
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MODIFICATION LOG
JOB NUMBER: C210047
CHECKED BY: BHE
DRAWN BY: BHE
DATE: 05-10-2022
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