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NILLIAM H. WAT50N III N-iIli~N~N ~tA~m~ ~I~N
WAYNE F. TULL, JR. ~ WF• NANCY T.P, /8-141-043 T.P. /8-141-042
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/ / S83~7~12"E w ZONING: R-40
/ 2' -0~~ _ 973.69 o / TBACK ~1-~_ ~ to TY-PAR REALTY, INC.
HENN AUTOMOTI4E, LLC / / L - p T,P. ~6-141-001 DB: 428 PC: 181
T,P. /6-141 046 / ~ N DB; 1084 PC: 107 ~ ZONING: R-40
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~ \ / / • / \ 5 x~ COMPLEnAN OJ' PHASE r~ g W o W ~ 3 3
v ~ \ GRANTY SEWER. LOT TO ~ ~ I FUTURE ~ w ~ Q ~ a ~ k k p N
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00 GENERAL NOTES ~
ZONING INFORMATIO ~ w N
1) ALL CONSTRUCTION ACTIVITY AND MATERIALS ~ SHALL CONFORM TO THE ~
PROJECT: JACKSON STATI ~ STANDARDS AND SPECIFICATIONS FOR THE TOWN OF WAXH ON AW, UNION COUNTY ~
& THE STATE OF NORTH CAROLINA. COMMERCIAL DEVELOPMENT ~ b,q o
OWNER: PATM 0 a 2) ALL SIGNS, PAVEMENT MARKINGS AND OTH AR DEVELOPMENT L.L. ER TRAFFIC CONTROL DEVICES ~ C• ~
SHALL C ~ 450 ~ ONFORM TO THE MANUAL ON UNIFORM TRAFFI 8 E. INDEPENDENCE BLVD., SUITE 205 W
C CONTROL DEVICES (MUTCD , 1988 EDITION AS A CHARLOTTE, NC 28205
MENDED. 3) ALL PAVEMENT MARKINGS SHAL OWNER REPRESENTATIVE: FRANK D
L BE (4) INCHES WIDE UNLESS OTHERWIS ESIMONE E
NOTED AND PER NCDOT STANDARDS. TAX ID N0: 6-141-118 & 6-141-0066 TOTAL ACREAGE: 54.505 A
4) THE CONTRACTOR SHALL FURNISH AND INSTA CRES LL PAVEMENT MARKINGS AS PH
SHOWN, ASE I ACREAGE: 15.83 ACRES
m ZONING JURISDICTION: T 5) THE CONTRACTOR SHALL SAW-CUT EXIT OWN OF WAXHAW S ING PAVEMENT AREAS TO TIE IN
r SMOOTHLY TO PROPOSED ZONING DISTRICT: C-3 . PAVEMENT AT DRIVEWAY ENTRANCES.
2 m 6) THE CONTRACTOR SHALL CONTACT THE ENGIN EER, TOWN OF WAXHAW, SETBACKS:
UNION COUNTY AND THE STATE OF NORTH CAROLINA 48-H OURS PRIOR FRONT: 40 FT
D v TO BEGINNING CONSTRUCTION. SIDE: 10 FT
V~pENCE 7) THE CONTRACTOR SHALL C REAR: ONTACT ALL OWNERS OF EASEMENTS, 20 FT
PRA D 'L s ROA UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE PRIOR T
FARM O N0. PARCELS: 5 PARCELS PROPOS BEGINNING CON T ( ED) S RUCTION,
_ _ PARCEL ~3 WII t RF Tug c~~el I ~cT I nT r, r,~ ~~o~~
r b) [HE CONTRACTOR SHALL OBTAIN COPIES OF ALL REQUIRED PERMITS AN _ r- v ~v ~ ONLY)
D LENGTH OF ROADWAY: 1,200 FEET PHASE I - APPROVALS FROM ALL REGULATORY AUTHORITI ES PRIOR TO BEGINNING WORK.
WATER AND SEWER PROVIDED BY UNION COUNTY
SITE 9) THE CONTRACTORZ SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.
WAXHAW PARKWAY 10) THE UTILITIES AND THE LOCATIONS THEREOF SHOWN ON THE DRAWINGS ~
REPRESENT THE DESIGNERS NOTES UNDERSTANDING OF EXISTING UTILITIES IN
gLYTHE MILL ROAD THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE z
LOCATIONS, DEPTH AND EXISTENCE OF ALL UTILITIE BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM Q S (ELECTRICAL, DRAWING
MECHANICAL, WATER, SEWER TELEPHONE, GAS, ETC.) WITHIN THE BOUNDARY SURVEY OF: 54.505 ACRES OWNER: MARY
CONSTRUCTION AREA WITH THE UTILITY OWNER AND/OR THE M. OAKES AND GAY MURRILL W BY ESP ASSOCIATES PA DATED
APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. 1-29-01. EXISTING > THE OMI RIGHT-OF-WAY WIDTH ALONG HWY 16 IS FROM SI SON OF OR THE INCLUSION OF UTILITY LOCATIONS ON THE BACK OF DITCH 0
MILL ROAD PLAN IS NOT TO BE CONSIDERED A T TO BACK OF DITCH OR THE LIMITS OF MAINT a S HE NONEXISTENCE OF, OR A ~ ENANCE ~
BL`RHE DEFINITE LOCATION OF EXISTING UTILITIES. ANY DAMAGE T BY THE NCDOT PER RIGHT-OF-WAY DIVISION AGENT R ?
TO EXISTING ROBERT SWINNEY. J J UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. FUTURE RIGHT-OF-WAY ALONG H o WY 16 IS 100 FT (50 FT FROM Z 0:
CONTRACTOR TO CALL W NORTH CAROLINA 1-CALL (FORMERLY ULOCA AT CENTERLINE AS SHOWN. a.<
75 ~ HWY 1-800-632-4949 Q AND OTHER UTILITY PROVIDERS NOT A M I-- _ EMBER OF z
N THE 1-CALL SERVICE. J (n LLJ w
11) ANY DISCREPANCIES FOUND IN THE FIELD SHA LL BE CALLED TO THE 0o 025
ATTENTION OF THE CIVIL/SITE ENGINEER PRIOR TO PROCEEDING z WITH Z W z
VICINITY MAP WORK IN THESE AREAS. W F o
N.T.S. 12 -10 - w: DIMENSIONS ARE TO THE BACK OF CURB EDGE Y OF PAVEMENT, OR (J~ on
CORNER OF BUILDING UNLESS OTHERWISE NOTED. THE CONTRACTOR MAY
CONTACT THE CIVIL/SITE ENGINEER FOR AN AUTOCAD DRAWING FILE FOR Y z
ADDITIONAL STAKING INFORMATION. a o a otf z
13) COORDINATE ALL CURB AND STREET GRADES IN THE INTERSECTION WITH ~
Q THE. INSPECTOR. BEFORE YO U DIG
Z 14) ALL ROAD IMPROVEMENTS AT HWY 16 TO BE C - OORDINATED WITH CALL 1-800-632-
4949 THE NCDOT INSPECTOR PRIOR TO CONSTRUCTION.
N. C. ONE CALL CE - NTER 15) THE DEVELOPER WILL PROVIDE STREET SIGNS J
PER TOWN ITS THE LAW
OF WAXHAW REQUIREMENTS. W
16 SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. n
GRAPHIC SCALE
100 50 100 200 400
PROJECT / 1020
( W FEET ) 1 inch = 100 & 1 OF 13
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~ \ / ZONING INFORMATION
GENERAL NOTES a~ ~
1 ALL CONSTRUCTION ACTIVITY AND MATERIALS SHALL CONFORM TO THE P T: JACKSON STATION ~ ~ ROJEC
4) ~ P IFICATIONS FOR THE TOWN OF WAXHAW UNION COUNTY PM NT STANDARDS AND S EC COMMERCIAL DEVELO E bQ
0 & THE STATE OF NORTH CAROLINA. q OWNER: PATMAR DEVELOPMENT, L.L.C. I-~
w 2 ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES 4508 E. INDEPENDENCE BLVD., SUITE 205
• SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL CHARLOTTE, NC 28205
DEVICES (MUTCD), 1988 EDITION AS AMENDED. OWNER REPRESENTATIVE: FRANK DESIMONE
3 ALL PAVEMENT MARKINGS SHALL BE 4 INCHES WIDE UNLESS OTHERWISE -141-118 & 6-141-0068 TAX ID NO. 6
NOTED AND PER NCDOT STANDARDS. TOTAL ACREAGE: 54.505 ACRES
IN TA L PAVEMENT MARKINGS AS PHASE I ACREAGE: 15.83 ACRES 4) THE CONTRACTOR SHALL FURNISH AND S L
SHOWN. ZONING JURISDICTION: TOWN OF WAXHAW
5 THE CONTRACTOR SHALL SAW-CUT EXISTING PAVEMENT AREAS TO TIE IN ZONING DISTRICT: C-3
m r SMOOTHLY TO PROPOSED PAVEMENT AT DRIVEWAY ENTRANCES.
SETBACKS: 6 THE CONTRACTOR SHALL CONTACT THE ENGINEER, TOWN OF WAXHAW,
m FRONT: 40 FT UNION COUNTY AND THE STATE OF NORTH CAROLINA 48-HOURS PRIOR
N TRUCTION. SIDE: 10 FT TO BEGINNING CO S REAR: 20 F7
D 7) THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
T N0. PARCELS: 5 PARCELS (PROPOSED) UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR 0
VIDENCE pR~ AD 7i MS RO PARCEL 3 WILL BE THE SMALLEST LOT (1.00 ACRE). INNING CONSTRUCTION. # BEG
C~ fAR RMITS AND LENGTH OF ROADWAY: 1,200 FEET (PHASE I -ONLY) 8) THE CONTRACTOR SHALL OBTAIN COPIES OF ALL REQUIRED PE
ti A FR M ALL R GULATORY AUTHORITIES PRIOR TO BEGINNING WORK. WATER AND SEWER PROVIDED BY UNION COUNTY APPROV LS 0 E

9 THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT
SITE WORKMEN AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.
c ~ ~ -I 10 THE UTILlTIE., AND THE LOCATIONa THEREOF, SHOWN ON THE DRAWINGS NOTES
WAXHA J REPRESENT 1'HE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN z
W PARKWAY Q THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM DRAWING W
L ROAD gLYTHE MIL AN XISTENCE OF ALL UTILITIES ELECTRICAL, ~ LOCATIONS, DEPTH D E ( 4. 05 ACRES OWNER: MARY TITLED BOUNDARY SURVEY OF: 5 5 ,
MECHANICAL WATER SEWER, TELEPHONE, GAS, ETC. WITHIN THE W ) M. OAKES AND GAY MURRILL, BY ESP ASSOCIATES, PA, DATED z
H ~ CONSTRUCTION AREA WITH THE UTILITY OWNER AND/OR T E d.
V TI N. 1-29-01. EXISTING RIGHT-OF-WAY WIDTH ALONG HWY 16 IS FROM ~ APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY EXCA A 0 Q
N FOR THE INCLUSION OF UTILITY LOCATIONS ON THE BACK OF DITCH TO BACK OF DITCH OR THE LIMITS OF MAINTENANCE - ~ a THE OMISSIO 0 z THE NONEXISTENCE OF OR A RT SWINNEY. I-- ~ ~ Z J
MILL ROAD PLAN IS NOT TO BE CONSIDERED AS BY THE NCDOT PER RIGHT-OF-WAY DIVISION AGENT ROBE _J A T XISTING J Z °o: DEFINITE LOCATION OF EXISTING UTILITIES. ANY DAM GE 0 E FUTURE RIGHT-OF-WAY ALONG HWY 16 IS 100 FT 50 FT FROM ~ O
BLYTHE ( as UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ~Q = U
H WN. ~ Q CENTERLINE ASS 0 CONTRACTOR TO CALL NORTH CAROLINA 1-CALL (FORMERLY UIOCA) AT z J cn V~
F w ~ 1-800-632-4949 AND OTHER UTILITY PROVIDERS NOT A MEMBER 0 W ~ ~ o:
~ 75 NC H THE 1-CALL SERVICE. o 00 z 0O Z
11 ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE w W z Z
z o N IN R PRIOR TO PROCEEDING WITH w I- ~ ATTENTION OF THE CIVIL/SITE E G EE I cn O V)Z
J ~ - Yz WORK IN THESE AREAS. ~ (n Y ~
V NT OR Q 12) DIMENSIONS ARE TO THE BACK OF CURB, EDGE OF PA EME , <O
N.T.S. T A TOR MAY - ~ z CORNER OF BUILDING UNLESS OTHERWISE NOTED. THE CON R C ~ Z
UQ o CONTACT THE CIVIL/SITE ENGINEER FOR AN AUTOCAD, DRAWING FILE FOR a ~ Z O Z
U ADDITIONAL STAKING INFORMATION. Q
N TREET GRADES IN THE INTERSECTION WITH W 13) COORDINATE ALL CURB A D S z
BEFORE YOU DIG THE INSPECTOR. ~
CALL 1-800-632-4949 ~ 14) ALL ROAD IMPROVEMENTS AT HWY 16 TO BE COORDINATED WITH
N. C. ONE CALL CENTER J THE NCDOT INSPECTOR PRIOR TO CONSTRUCTION.
ITS THE LAfl:~' W
15) THE DEVELOPER WILL PROVIDE STREET SIGNS PER TOWN
U OF WAXHAW REQUIREMENTS.
16) SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
GRAPHIC SCALE
PROJECT ~ 1020
(W FEET ) 1
1 inch = 100 it~
SHEET OF