NCC241010_Site Plan or Location Map_20240405

SITE DATA UTILITY CONTACTS INFRASTRUCTURE: I
CURVE TABLEI PUBLIC PRIVATE
JURISDICTION: MAXIMUM BUILDING HEIGHT: UTILITIES DEPARTMENT TIME WARNER CABLE WATER X 3/4'IRON PIPE CURVE RADIUS LENGTH BEARING CHORD ®'i
MOCKSVILLE PUBLIC WORKS 1410 TRADEMART BLVD (FOUND) NORTH REF:
BOXWOOD TOWN OF MOCKSVILLE MAXIMUM BUILDING HEIGHT=50' 298 EAST DEPOT STREET WINSTON SALEM,N.C.27127 SEWER X
DAVIE COUNTY,NC. STREETS X Cl 704.81 88.77 N19°43'23'W 88.71
VILLAGE OR� UTILITIES: SUITE VI 33fi-785-3390 NC GRID NAD832011 "
MOCKSVILLE TOWNSHIP E'
_ _ MOCKSVILLE,NC 27028 C2 704.81 25.73 N17°09'39'W 25.73 (ThZ(i!,
WATER:PUBLIC DUKE POWER COMPANY NOW OR FORMERLY
SITE ADDRESS: 336-753-6090
SEWER:PUBLIC BUSINESS CUSTOMER SERVICE
1 •90 VERONICA ENCIZO
by VALLEY ROAD BELLSOUTH BUSINESS SALES 1-800-653-5307 PIN: 5738371791 '10
^ MOCKSVILLE,NC 27028 SETBACKS: 1-800-782-7258 DB 1052 PG 191 �' LINE TABLE I
NII
N.MOCKSVILLE !F,
COURT q TAX DATA: FRONT=20'MIN/45'MAX \ ZONED NC ...YE!'"
��`o�`s o PIN:5138-2]-93W SIDE=10.MIN/125'MAX zAO`L5 `� LINE BEARING LENGTH
V SITE REAR=30'MIN/NONE \ L1 S29°18'S6'E 23.10 F U L L E R
DIN 1 73 PG fi91
"s!f er
ZONING: WATERSHED INFORMATION: L2 S3fi°57.411N 65.62
9'rip • EXISTING=HC THIS PROPERTY IS NOT LOCATED IN A 3/4'IRON PIPE
6' HIGHWAY COMMERCIAL PROTECTED WATERSHED
SHED (FOUND) SHED L3 N86°2954E 70.00 RELEASED FOR ARCHITECTURE
MUNICIPAL GROWTH AREA NOW OR FORMERLY /\ L4 S16°0T25'E 51.24
in US HIGHWAY 64 WILKESBORO ST PROPOSED USE: WEAVER TWO,LLC \ CONSTRUCTION
PIN: 5738371814 / 8 L5 S43°05'34'E 24.84
SITE LOCATION: MEDICAL /
DB 1065 Pc 939 .../ MARCH 10,2024 68 COURT SQUARE
II LAT: 35.903497°N EXISTING USE: ZONED NC /
LONG:80.577265°W VACANT \60 // \ REBAR NOW OR FORMERLY ) SUITE 2 0 0
HOSPITAL ST FLOOD INFORMATION: (FOUND) TERRY RAY CREASON
IS NO FLOOD PLAIN PRESENT SITE ACREAGES: /----
THERE PIN: 5738371431
/ MOCKSVILLE NC
ACCORDING TO DAVIE COUNTY GIS TOTAL AREA:+/-2.717 AC. .22E \ .... PB 1 PG 57
INFORMATION. 118,370S.F. Skig1 \ L ZONED NC \ 2 7 0 2 8
pGW . \ S/X49.31't_ / 336 751 0400
VICINITY MAP NOW OR FORMERLY \ SE'(Bi -
ROMAN CATHOLIC DIOCESE WOODS 1iFAR 19$•3B•
(NOT TO SCALE) OF CHARLOTTE 3/4'IRON PIPE �/ / \ REBAR
PIN: 5738279974 IMTH CAP
-
DB 74 PG 950 (FOUND) // L (FOUND)
ZONED NC / /
VERY DENSE UNDERBRUSH
__________t_____ _ REBAR G /
10
REBAR (FOUND) i (BRIARS/GOLDENROD/MAPLES . PINE O
_ 'U0• (FOUND) �l / AND GUM SAPLINGS) 30REAR 10 Ar� (,
PROPERTY LINE ,i / SE7Bq=K 't
RIGHT-OF-WAY LINE R/W O• .../ _ W
ADJOINER PROPERTY LINE _
EDGE OF PAVEMENT EP / / WOODS •�, N re
WATER LINE WL /
UNDERGROUND TELEPHONE UT /// AI _ `I V U)
UNDERGROUND CABLE UC NEW __tY
UNDERGRUND GAS LINE UG - / i. LP 36'R W
SANITARY SEWER LINE SS / / ® �� J 0 FIBER OPTIC LINE FO 4Y°R.:. '/ _
TRACT LINE
OVERHEAD UTILITY OHE \ ',
/ Ili( a
UNDERGROUND ELECTRIC UE �,
NEW UNDERGROUND ELECTRIC NUE \ ,''''..•.
iii� ® REq Vy D \ /
NEW
LINE NOT TO SCALE �- - W'"ta*wR Y' h 0� H �' LP
TREE LINE . �vrt 15 R A$p ACT CB /
\ ALL MATERIAL AND ) ��sn •4;,.,- 'NO.4
CONCRETEMONUMENTFOUND 0 CMF WORKMANSHIP SHALL CONFORM Oj�1 .. v D/ VERY DENSE UNDERBRUSH
T'BAR WITH CAP FOUND 0 "T'BAR - • X RECTjp� (BRIARS/GOLDENROD/MAPLES /
\ TO THETOWN
REQUIREMENTS MOCKSVILLE
THE 18. _ ��� "W sh;5 gRRO /IRON PIPE FOUND
0 IPF TOWN OF MOCKSVIL F 0' sy W(7)p� AND GUM SAPLINGS
IRON REBAR FOUND 0 IRF STANDARDS AND SPECIFICATIONS \ i eA'1&
PK NAIL FOUND 0 PKF - \ 4.0, O rx r'Rq +Aay�.y y C` /
MAGNETIC NAIL FOUND 0 MAG NAIL
NO POINT FOUND • NPF q/ - N `\
IRON REBAR SET •IRS \ ii� /80 /r N/NG Wq� 5 N0.5 ` c
PK NAIL SET A PKS 4. ti ; -CB /6- 8'MA,F
RIGHT-OF-WAY RNJ \ $Y A r //
DEED BOOK DB \ 4r 4 ~ .��/ ° •����e., n /PLAT BOOK PB , ' ��,a 'Z'''.n q/N/No `D 36'R CY
TEMPORARY EASEMENT TE if y \.., �!., Wq
PERMANENT EASEMENT PE 1 \ �� O t - .. A qy.rry / a v W�/' \� ` SS / -- ` /O
POWER POLE gPP ti 'C 0 1': \, ---��
}. �// fC '� 15R / CONCRETE
LIGHT E 1'f[LP 5�'i .. 3 �� �. �:8 C ASS4/1
® pgNTRb � � \�- / AT.
PARKING LOT
PARKING DATA 5. \ 2 <Q o y,• j. I N
EXISTING FIRE HYDRANT ,
SANITARY MANHOLE S' c
WATER VALVE STANDARD PARKING 9 X 18'SPACES AN\ \ Rf = y kV O;',to" •
• /n/ 1� S E'er W\Ye. 5 R y NEW
I'7L LP \ / / O
EXISTING SIGN 19
WV PARKING REQUIRED P� a -� / ®�� gy/ • Cr O/'• • l�/® * / \ N
OFFICE AREA=],400 SF \ pt 0 t`,yQ �'O •�4,0• %., R • p 5'R v h
4�\�W is q o A • FR STti Erosio •� oC
SOIL BORING ® REQUIRED=1 SPACE/300 SF OFFICE \ '�t p \\\`` �. 2-3 ��" / FFF r/R7..'vs /. Z �/4F' O \ / J O d E
REQUIRED=7,400 SF/300 SF=26 SPACES ,a, \ - 4t //]� ee/ P C^= .�. .'•'• NN A. / NOW OR FORMERLY nJ C m >_U 07
TOTAL PARKING REQUIRED=24 STD+2HC=26 SPACES '111 S \ ryr� i � ��\ • •G q/•� jj 8??.�3• 7` V\/� /,�`\\\\\\``, `/ O 1 // CIRCLE K STORES,LLC ly 5, 0-EXISTING GRAVEL •
•
PARKING PROVIDEDA'..'..,,,.. :/V \_ �� 8�9,00 �i23 ;2 yam.. S- $ I fiU\ PIN: 5738279176 CN dN ' E
EXISTING CONCRETE AREA - 36-STANDARD PARKING SPACES PROVIDED ,. , '� •� Q y �� / DB ONE823 PG 161 O� �j a �w
• K
. 2-HANDICAP SPACES PROVIDED \ :; / am ERAS / ,, LRgS O Z / 2 / / ZONED HC w SW �a ..,
38-TOTAL PARKING SPACES ) l� S / �/ S 4i Q• ® / \ / W
• s\ SR /, �/. O 8"MAPLL p n
BRUSH/FIELD AREA ` A J / NEW CURB&GUTTER j m
\ NEW ,"f°i;v°'h ;_. l fC ��\ �` I �y V 44 w / / REPLACEMENT <J J = E
NOW OR FORMERLY 1I \ LP 1�/ S r Q ,t\ N0.9/ AND ASPHALT PATCH
p .� 5 R ::'® / pfC C ` V Ss y .
P"MA Q /
0 MISSION •l, (BRIARS/GOLDENROD/MAPLES � ����� ` ��� �� /®®� � S$ NO.7 c� /
y,3 A/ Witraf,1"Vi `1 \_� / ®` y IB, sg A. / EXISTING
WM PIN: 5738287086 •� - 'o AND GUM SAPLINGS) GRq / RfT 0' _ / DROP INLET:
WATER METER " ® \ `' /O \_ Q' TOP: 80 58' """'
0 DB 87 PC 138 �' 15' �i NC K, �' �� `®� , Q� / / /. 0 „
c '/
ZONED HC \ ggOSC E tV TA/ RE q'/ 4p: _ 4 / , ® INV OUT: 795.58'(18" ,o`• CM",„
J
PROPOSED STRUCTURE 36 R Wr I� Eq M •/` SHWA(*ZING 41 NG L`OA VW_ © /Q - •i ,,, C0 // / RCP) - `2()�� ESS• $
4 4 /O /.
11 \ ® r�®� ARC S ss / pR Rf z s e / L4-' REVIEW INFORMATION S 7
SITE SIZE AND COVERAGES: \ aR GRq o / w o _`
PROPOSED LIGHT DUTY ASPHALT "- h , P RC ��• 0/y / Rq0
TOTAL ACREAGE... .... 118,370 S.F. - • �AN3 STA/Rg ��• Y
PROPOSED HEAVY DUTY ASPHALT SITE COVERAGES • ®� ®®®®®®®®®� n'/Cq/ TYPE OF REVIEW:
(�` a
- EXISTING IMPERVIOUS AREA:.... .... ..0.00 S.F. \ xMk:N .h u- i' N / / SPECIAL NUSE AMENREZONING Oy%,,ZINE �"°
.� EXISTING IMPERVIOUS AREA REMOVED .... ...0.00 S.F. p '• "° MY'� �g SITE PLAN AMEDMENT 1 L G3'4,,,
/ /�� SPECIAL USE PERMIT
`
PROPOSED NEW CONCRETE AREA NEW TOTAL IMPERVIOUS AREA: ... 27042.38 S.F. y ry ZA - _ �,"2 �'P•\ �,� U' S'R / / / .� /. (ELECTED BODY ONLY)
04 17'23
REMAINING OPEN SPACE COVERAGE 91 327.62 S.F. N - O P A-o . \/ / / / '• X FINAL DEVELOPMENT PLAN
NEW TOTAL IMPERVIOUS CONVERAGE PERCENTAGE .22.85% \ HEAVY DUTY ASPHALT • A OG mn NEW i / PRELIMINARY SUBDIVISION
PROPOSED SPILL GUTTER REMAINING OPEN SPACE COVERAGE ... ..77.15% - �:'+. 36•R LP f / �' .•
�'�gqxry/ PLANNING BOARD REVIEW
\ )(1)
p1' y �•• / / ry OnJURISDICTION:
5'R / A - / ,mdp X TOWN OF MOCKSVILLE
15'R / / / '� M3 U � DAVIE COUNTY
MONUMENT SIGN NOTE ITE LIGHTING
‘11117 \ N'1 15R NEW 4'PVC z / / / �� c0 TOWN OF BERMUDA RUN I. Z
. SLEEVES GREY_ / .`'• / /
THE MONUMENT SIGN SHOWN IS ONLY FOR REFERENCE.IT SHALL BE THE RESPONSBILITY LIGHT POLE LOCATIONS ARE APPROXIMANTE - 20'FRONT SETBACK 293'R 20'FRONT SETBACK II-' • 24.0 11 \_ -- --- >L ._:�•� , q
OF THE OWNER TO OBTAIN A SIGN PERMIT FROM THE TOWN OF MOCKSVILLE BYASEPERATE AND SHALL BE VERIFIED BY UNITED ENGERY OR "-�' +' 2"GV . ' OWNER:
J
LIJ
SUBMITTAL WITH THE REQUIRED DOCUMENTATION TO MEET THE CODE OF ORDINANCES. A ELECTRICAL ENGINEER PRIOR TO INSTALLATION. NEW I�NO2 •
_8'STREET YARD LP 8 1` 2"RP7 8'STREET YARD
REBAR DIRECTIONAL �I , TBM: LIGHT POLE VALLEY ROAD MOB LLC Im CI,
(FOUND) o P I ARROW(TYP)- 2"wM /��`, � TOP OF 3.37RETE ANDREW HI RIVERS Cl)RETAINING WALL NOTE N:787,567.25 = ELEV 803.37' 264N HIDDENBROOKE DR +
E 1,532,709.86 -N23'1T511V 228.63' _ - REBAR WITH CAP TOTAL Ci ���. / ADVANCE,NC 27006
MONUMENT SIGN :T. (FOUND) C2 J M:[phone]
THE RETAINING/LANDSCAPE WALL IS SHOWN FOR GRADING DESIGN ONLY.THE WALL CALCULATED POINT REQUIRED ^'s"j N:787,355.73 NEW 2"COPPER antlyriv22(�bellsou[hnet
SANITARY SEWER WATER LINE CALCULATED
DESIGN IS NOT INCLUDED WITHIN THESE CONSTRUCTION DOCUMENTS.WALL DESIGN SHALL (NOT SET) 30R - E:1,532,798.93
BE COMPLETED BY A STRUCTURAL ENGINEER. CURB INLET: MANHOLE PERMIT APPROVAL STOP • _
RIM: 821.25' SIGN _ TAP TO BFP (NOT SET) DRIVEWAY
TOP CONCRETE
: 21 7' INV: UNATTAINABLE 4- 40R ( O N MUST CO DATE:APRIL 17,2023
EP: 821 47 NEW FH SS S SS L1T41TY PROP
THROAT:821.22 - .€ SS SS TE Ry!
SPECIAL NOTES: INV OUT: 818.05' O SS - �55- SS NEW CONCRETE APRON 2 GV 9 STAY RIGHT SANITARY SEWER C1:6 o JOB:0123
(15"RCP) „di"' NEW ---� 6'GV SIGN NpMg _ MANHOLE Py � '40'
1.STREET AND ROAD SHALL BE KEPT CLEAR OF DIRT,ROCK ETC...DURING CONSTRUCTION. _ _ --- - - RIM: 802.83' �•
2.NEW 2 REDUCE PRESSURE BFP DEVICE 2"METER AND NEW FH TO BE INSTALLED IN ACCORDANCE DO NOT PASS EXISTING CURB INLET:
APPROXIMATE DIRECTION
INV: 794.33'
WITH THE TOWN OF MOCKSVILLE SPECIFICATIONS.THE CONTRACTOR SHALL CONTACT THE MOCKSVILLE IN CENTER LANE TOP BC: 811.20' 6"DIP OF STORM PIPE(SEE NOTES)
811
EP: 810.75' WL REVISIONS:
PUBLIC WORKS DEPARTMENT PRIOR TO MAKING THE TAP. WL ' WL WL WI__ ¢ THROAT:810.50' L EXISTING 12"WATER LINE(POSSIBLE LOCATION)
3.CONSTRUCTION SITE SHALL BE KEPT CLEAN WITH DUMPSTERS COVERED TO PREVENT DEBRIS SITE SIGNAGE NOTES DATE:OCT.01,2023
LEAVING SITE. (15"RCP) DATE:JAN.08,2024
NV RC 806.07'+ g/ EVE TAP OPEN CUT SEE ��p
4.CONSTRUCTION ACTIVITIES AND DELIVERIES BEFORE 9:00 AM ANDAFTER3:00 PM SHOULD 1.ALL PROPOSED SIGNS SHALL CONFORM TO THE TOWN (15'RCP) •/_ V SLEEVE&VALVE SPECIAL NOTES ` ,
BE KEPT TO A MINIMUM DUE TO SCHOOL TRAFFIC. OF MOCKSVILLE DEVELOPMENT ORDINANCE.SIGN THIS SHEET
5.PRIOR TO ANY CONSTRUCTION THE GENERAL CONTRACTOR SHALL DETERMINE PERMIT WILL BE REQUIRED BEFORE INSTALLATION AND �-
THE LOCATION AND DEPTH OF THE EXISTING SANITARY SEWER AND DOMESTIC WATER IS NOT INCLUDED WITHIN THESE CONST.DOCUMENTS. GRAPHIC SCALE ,.
SERVICES AND DETERMINE IF THE FINISHED FLOOR ELEVATIONS ARE ACCEPTABLE AS SHOWN. 2.STOP SIGN NCDOT R-1 BEFORE YOU DIG!
THE ENGINEER SHALL BE NOTIFIED OF ANY POSSIBLE PROBLEMS OR CONFLICTS. 3.PEDESTRIAN CROSSING NCDOT W11-2 1 20 0 10 20 40 80 CALL 811 N.C.ONE-CALL CENTER
6.THE CUT AREA SHOWN FOR THE WATER TAP SHALL BE ONLY LARGE ENOUGH FOR NEW TAP. 4.ALL SIGN SHALL MEET MUTCH AND NCDOT STANDARDS. IT'S THE LAW I
.3
THE CONTRACTOR SHALL RETAIN ALLIED ASSOCIATES TO POT HOLE NC HWY 601 TO DETERMINE 5.THE GENERAL CONTRACTOR SHALL COORDINATE THE VALLEY ROAD All rights reserved.This drawing is the
EXISTING WATERLINE LOCATION AND DEPTH PRIOR TO SANITARY SEWER BORE POT HOLE LOCATION LOCATION WITH DOLLAR TREE.A WATER PROOF JUNCTION (IN FEET) property of MGES,PLLC and shall not be
SHALL THEN BE USED FOR WATER TAP. ROAD REPAIR SHALL BE PER NCDOT GUIDELINES AND BOX SHALL BE PROVIDED FOR THE SIGN. NC HWYBO'I reproduced in whole or in part without
SPECIFICATIONS.LANE CLOSURE SHALL BE PER NCDOT STANDARD AND PER MUTCD GUIDELINES. PERMITS FOR SIGNS SHOWN SHALL BE BY OTHERS. finch=208. VARIABLE PUBLIC RIW
permission.