NCC230437_Site Plan or Location Map_20230217

NC GRID
NAD83(2011)
854 glb
PARCEL #L # 224377 V \ \ \
PIN. 7940-42-9803 PARCEL # 224375 P RCEL # 224374 \ \ \ \ \ \
5L PIN: 7940-43-9011 PIN: 7940-43-9117 PARCEL # 224373�-
8 / GA94 G. 1 GARY1 LLC KATHLEEN S & \ PIN: 7940439315 \ �-
D.B. 8294 PG. 1727 D.B. 8294 PG. 1727 �/ KERRIGAN K SMITH MARK D.B.
& KEI 00 G. FYLER /
\ P.B. 1 N : A 16 P.B. 192 PG. 16 D.B. 8138 PG. 1718 I D p.B 1192 PG. 16 5 J \ 2 \ \ \ \ \ \ \
\ ZONING: AG ZONING: AG P.B. 192 PG. 16 852
\ ZONING: AG �I ZONING: AG \\\
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_ 860 i / \ \
24' EXISTING EP � � � -, PARCEL # 136479 PARCEL # 13�480 I
- - 85Q852 _ PARCEL # 136472 PIN: 7940-54-0262 PIN: 7940 54-0327
-- _ TO EP- POWER POLE " li '" PIN: 7940-54-0090 ERNEST LEON JR & EARL R. & LILLIAN H I \ \
LAKE BRANDY ` PARCEL # 136670 , \ _
RD S.R. 2347 - �- - _ i TO BE RELOCATED �y ii BARRY JORDAN & JULIA VICKIE J LEGGE CREWS PARCEL # 136672
_ _ PIN:7940-44-9567 60' R/W - \ \ ELIZABETH DURHAM D.B. 4921 PG. 1990 \ D.B. 5176 PG. 1173 PIN: 7940-34-3628
_ - - - - (60' PUBLIC R/W p
- - ER PB:192 PG: (TYP N 0-°1Y45"W _ - - - \' RONALD WADE JR &
-- ---__ _ _ 0' X 70' SDE '
//- _ _ _ CH: 434.4 ' _ EOP 30'R D.B. 7921 PG. 1384 \ P.B. 130 PG 37 P.B. 130 PG. 37 DONALD A. & OMEGA P. WILSON / C7
77 R: 2067. A SHERRI O. TUCK A D.B. 2418 PG. 197 A a
ZONING : AG \ 49' 0 P.B. 130 PG 37 ZONING,: AG D.B. 5114 PG. 74 c4 /
-_ ZONING: AG ZONING: AG
-- - ii - �� 250' ZONING : AG A A P.B. 17 PG. 17 A
\ TO R/W 10' X 70' SIDE - -- a E RIW - 1 16 2 \ a 1 -866
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I I EASEMENT \ 8 143' EL # 136474
32,620 SF/ I I C/L R350' 42,11 SF o / 8 44 \ \ \ \ \ 106' EASEMENT -
\ v A 11z) PIN: 7940-45 8451
Oiq, RUSSELL A BALL
\ 245' c, w rn_ m d, \
*� 293'
COMMON
SITE ESEPT C EOSMTBLE Ao D.B. 5. 61 PG. 4
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\ 50 50' w M ZONING: AG
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PARCEL # 136488 `n �6 \ N N �p V _92_9 .9'
\ PIN: 7940-52-4887 3 b -� �- LIMITS OF FIELD \ V 10' X 70' SDE (,Al/N� p• ���� 2p -�
\ RANDY CRAIG BOLES EXISTING \� \0 �-
-� -"C \ 20' DRAINAGE EASEMENT \ f TOPO (TYP.) ai��5
D.B. 3828 PG. 634 BUILDING TO BE 3F V �oP.B. 60 PG, 26 DEMOLISHED _ _ A 60' DRAINAG - (10'EITHER SIDE OF PIPING) �� ✓ 2080 j18 336SF�
ZONING :AG EASEMENT 52 Qq2 30 \,)00, S 33,758 SF
-872 20' ACCESS 2 d \ \\ \ `''- N 4' 100' o \ \
EASEMENT FOR �0 EXISTING _ -� \ 39,313 SF \ 84 N
COMMON AREA f 100' R/W R25' \ \ \ \ PIN: 7940-55-6506
BUILDING � 20' DRAINAGE � � � � / \ / 10 ' \ \
TO BE D EASEMENT 10' X 70' SDE UTIL TY M� 100' �`�' 38' 13 8 \ � 10' X 70' SDE O
\ �_<20� w 100' �- �46� �p CHRISTOPHER SHANNON &
DEMOLISHED A ��� 9 co C/L R350' 17 63 LEAD.B�7670EPG. RN b58LAP
�\ 10 00 I� co 37 10' X 70' T �54� 31,224 SF n P.B. 146 PG. 87
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\ A COMMON AREA 5�36 q�5 83 MT ro&89.4' Lu
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PULL OVER LANE 5 �846 84 `g32 \ A \ �37�SF
SEE DETAIL THIS PAGE) - _ _ p LAG _ R30' (TYP.) _ _ \� 185.6' �- 13
( C/L 3R 50' -8 0 \
\ \ I 10' X 70' �� `_- OFtN� i A % / ��_ ° \ V \ 41,40 SF 46 �m 36,154 SF \ /
SIDE / �� -836 V m �9 % W MBL 100' 9\ �\ A
C/L R250' , \A7- i 20' ACCESS 33,9 S� o� -� \ a 11 c°'r MAX) 211.8 V o
2� '/ ESMT. FOR ­33,99-SSF �--83 \ L 42 SF y� �12
W 3 �89. 295
\ / °' COMMON AREA 5 �A S � 77$$ V 50' R/W 20'EOP CENTERLINE 62,404 SF� \ 34 \ � Z.
/ \ (TYP) (TYP) �� 33,908 SF - -� REEK iS26 �r �^ \ q l� Oo, cv A
- / EXISTING BUILDING � % _ p
1 �y ��4' _ 95'� A ��
TO BE D . 4 92' I � \ 6' -\ � 50' W 15 \
EOP 30'R / REMOVED L o�\ o \ 052 SF r \
�3 WIDTH OF ANKOP 8^7-822- m \ \ > ' 31,27�SF� _ _ -
15$� w EXISTING \ l -�83 \ 20 rn 50' a' 35.7
86g \ N I 1 4 \ u WETLANDS TO \ \ \ \ \\ 19�.1' __-
1 35' „ =8 _ \ IE _REMAIN 40' \
19 10' X 70' SDE I I I \ I a9,1Q3 F o \ - I -_' \ \ \ R30' (TYP.)
15' X 15' SIGN \ 1 I 11_� OS' o, 81zpV -�� yA Su' A 99 \ �38-
�� EASEMENT v _
�� 2,454�SF �� �\ EXISTING �� 6�6�9, y 1 100' 106�13`39" 214424' ( TA,
od. 30' ��i�_ , WETLAND AREA. �� /.y ��-g10 812 3
PUBLIC RIGHT OF - �0 02 \ 62 l(O ( ZONE 1 \7) \\ \ 1 / �� TEMPORARY
WAY DEDICATION �\ 1 Q„ \ BUFFER EXISTING _ - PARCEL # 136459 S 9 . 1 --820 '� \ TURNAROUND
/ 9380 SF (.22 AC) r'w,, ,� 30,871 SF 13° WETLAND AREA. A / �- V "_ -_ \ \ EASEMENT
\ PIN:7940-64 2792 - %
25 \ \ 20' ZONE 2 / �- \� COMMON AREA w \ J
MELINDA C. BALLENTINE ��-� o \ o
co 30' CL BUFFER A D.B. 6137 PG. 104 \�V� 1.48 AC
TO R/W �7,TP ZONING AG �ap8\ �� m
3�
\ S 1 ARCEL 136461 CC)
100 0 50 100 200 400
co I 20' EP IN \
TO EP �� A P: 7940-63-1110 V _i
m ` co iiiiiiiiiim
8 ��� 1 MELINDA C. BALLENTINE \ A V A o „ _ ,
4� 6'0 �D.B. 8636 PG. 2646 �� V SCALE: 1 - 100
60' R/W ZONING: AG "� A \ V
�� ��� � \- DEED RESTRICTION -RESTRICTIVE COVENANT:
--�
DEVELOPMENT OF SUBJECT PROPERTY IS REQUIRED TO BE
IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL
/ Q REGULATIONS FOR THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PHASE II STORMWATER
876_ �_ �� MANAGEMENT PROGRAM. THE RECORDING OF THIS
DOCUMENT ESTABLISHES AN ENFORCEABLE RESTRICTION
G� o \ ON PROPERTY USAGE THAT RUNS WITH THE LAND TO
SITE DATA: NOTES: ENSURE THAT FUTURE DEVELOPMENT AND/OR
\ THIS MAP DOES NOT MEET GS 47-30 AND IS NOT FOR RECORDING OR CONVEYANCE. REDEVELOPMENT SHALL MAINTAIN THE SITE IN A MANNER
TRACT 1: CONSISTENT WITH APPLICABLE LAW AND THE APPROVED
PARCEL NO: 136454 ERROR OF CLOSURE IS 1:10,000+. PROJECT PLANS. ANY ALTERATIONS TO THE SITE SHALL NOT
PIN: 7940546118 BE PERMITTED WITHOUT REVIEW AND APPROVAL BY THE
OWNER: PMA I HOLDINGS, LLC AREA COMPUTED BY COORDINATE METHOD. LOCAL GOVERNMENTAL OFFICE HAVING JURISDICTION FOR
1768 SCALESVILLE ROAD WATERSHED/STORMWATER MANAGEMENT PROTECTION.
D.B. 8602 PG. 1617 BOUNDARY SURVEY PERFORMED BY FEI.
ZONING: CZ-RS-30
MAIL KIOSK DETAIL
SCALE: 1" = 20'
20' UTILITY ESMT.
CONCRETE TO BE
FLUSH WITH PAVEMENT
RIGHT OF WAY
PAVEMENT
20'
CONCRETE PAD
' SinFWAI K FOR MAIL KIOSK (2' X 8')
-I 20'
ROAD A
(50' PUBLIC R/W)
20'
15'
TOTAL AREA: 37.64 ACRES
AREA IN R/W: 3.69 ACRES
AREA IN R/W DEDICATION:.22 ACRES
AREA IN LOTS: 32.47 ACRES
TOTAL NO. OF LOTS: 36
3,322 LF IN STREETS Al
DENSITY: 0.96 DU/AC
MAX. ALLOWABLE DENSITY: 1 DU/AC
REF. CASE # CZ 22-02-GCPL-00917
ZONING CONDITION: MAX. ALLOWABLE DENSITY: 1 DU/AC
ZONING: RS-30 SINGLE-FAMILY DETACHED ZONING REQUIREMENTS
MIN. LOT SIZE: 30,000 SF
MIN. LOT WIDTH: 100'
MIN. STREET FRONTAGE: 50'
MIN. STREET SETBACK:
40 (LOCAL, SUBCOLLECTOR, COLLECTOR - FRONT)
20 (LOCAL, SUBCOLLECTOR, COLLECTOR - SIDE)
45 (MINOR THROUGHFARE)
MIN. SIDE SETBACK: 10'
MIN. REAR SETBACK: 30'
MAX. STRUCTURE HEIGHT: 50'
WATERSHED DATA:
WATERSHED: JORDAN LAKE
THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED
RIVER BASIN: CAPE FEAR RIVER BASIN
TOTAL DENSITY: 36 LOTS/ 37.64 ACRES=0.96 LOTS PER ACRE
AVERAGE SLOPE: 7.6%
SOIL TYPE(S): Cec2,CcB, MhB2
MAXIMUM BUILT UPON AREA: 2 UNITS/AC
TOPOGRAPHIC DATA OBTAINED FROM FIELD LOCATIONS AND NCDOT LIDAR.
UTILITY EASEMENTS SHALL BE UTILIZED AND MAINTAINED IN ACCORDANCE WITH THE PROVISIONS OF
THE GUILFORD COUNTY DEVELOPMENT ORDINANCE. GUILFORD COUNTY SHALL NOT BE LIABLE FOR
DAMAGES TO ANY IMPROVEMENT LOCATED WITHIN THE UTILITY EASEMENT AREA CAUSED BY
MAINTENANCE OR REPLACEMENT OF UTILITIES LOCATED THEREIN.
SEWER SERVICE BY INDIVIDUAL SEPTIC SYSTEMS. WATER WILL BE PRIVATE WELLS.
STOP SIGNS ARE THE BE PLACED PRIOR TO FINAL PLAT SUBMISSION.
ALL CONSTRUCTION TO BE TO GUILFORD COUNTY & NCDOT STANDARDS & SPECIFICATIONS.
A SPECIAL FLOOD HAZARD AREA DOES NOT EXIST ON THIS PROPERTY BASED ON FIRM MAP 3710794000J,
EFFECTIVE DATE 06/18/2007.
COMMON AREAS TO BE CONVEYED TO AND MAINTAINED BY HOME OWNERS ASSOCIATION.
WATERSHED NOTES:
1. THIS PROPERTY IS LOCATED WITHIN THE JORDAN LAKE WATERSHED WHERE ASSOCIATED
RIPARIAN BUFFER RULES APPLY.
2. JURISDICTIONAL STEAMS, WETLANDS, AND OTHER WATERS OF THE U.S. ARE SUBJECT TO USACE
AND NCDEQ REGULATIONS. REQUIRED APPROVALS AND PERMITS MUST BE OBTAINED FROM USACE
AND NCDEQ PRIOR TO IMPACTS TO JURISDICTIONAL STREAMS WETLANDS AND OTHER WATERS OF
THE U.S. THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR ENSURING ALL APPROPRIATE
PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
3. BUFFER AUTHORIZATION APPLICATION MUST BE APPROVED BY GUILFORD COUNTY (OR NCDEQ FOR
PROJECTS REQUIRING THEIR REVIEW OF BUFFERS) PRIOR TO LAND DISTURBANCE WITHIN A
RIPARIAN BUFFER, UNLESS THE LAND DISTURBANCE IS EXPLICITLY STATED AS AN "EXEMPT" USE IN
THE GUILFORD COUNTY LIDO AND NCAC RULES THAT APPLY.
ZONE 1
AN UNDISTURBED AREA OF VEGETATION
EXTENDING A MINIMUM OF 30 FEET FROM THE
TOP OF BANK OR MEAN HIGH WATER LEVEL OF
OTHER WATER BODIES.
TOP OF BANK
CENTERLINE
OF STREAM
I I
I I
120' I
' R
BU
20'
I 1 I
ZONE 2
NO BUA IN THIS AREA OF VEGETATION BEGINNING AT THE
OUTER EDGE OF ZONE 1 AND EXTENDING LANDWARD A
MINIMUM OF 20 FEET.
LOW DENSITY DEVELOPMENT
STREAM BUFFER ILLUSTRATION
NITS
STOP
SIGN
MIN. 6.0 FT
TO 12.0 FT
GENERAL REQUIREMENTS FOR
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STOP SIGNS IN
GUILFORD COUNTY
1. ALL SIGNS SHALL BE MADE USING TYPE III SHEETING.
2. ALL "STOP" AND "WARNING" SIGNS SHALL BE 30"x30".
3. ALL SIGNS SHALL BE PLACED ON 3-LB (1.36 KG) GALVANIZED STEEL U-CHANNEL POSTS WITH THE FOLLOWING COMMENTS:
A) USE POSTS OF SUFFICIENT LENGTH TO PERMIT APPROPRIATE SIGN MOUNTING HEIGHT
OR SPLICE POSTS IF REQUIRED.
B) DRIVE POSTS TO THE REQUIRED DEPTH, BEING SURE THEY ARE PLUMB. DRIVE THE
POST BY HAND OR BY MECHANICAL MEANS. PROTECT THE POSTS WITH APPROPRIATE DRIVING
CAP. CONCRETE FOUNDATIONS ARE NOT REQUIRED. IN ISLAND APPLICATIONS, CORED HOLES
SHALL BE TO THE SOIL DEPTH.
C) REPLACE ANY POST THAT IS BENT, OR OTHERWISE DAMAGED IN DRIVING.
D) DO NOT WELD OR CUT SUPPORTS IN THE FIELD, EXCEPT FOR THE SAW CUTTING OF
U-CHANNEL POST MATERIAL FOR THE FRAMES AND CROSS BRACES THAT MAY BE
REQUIRED FOR TYPE D, E, AND F SIGNS WITH TWO OR MORE SUPPORTS.
E) USE TWO COATS OF AN APPROVED ORGANIC NON -AEROSOL ZINC REPAIR PAINT IN
TOUCHING UP THE TOPS OF U-CHANNEL POSTS THAT MAY HAVE BEEN DAMAGED IN DRIVING,
CUT ENDS OF U-CHANNEL POSTS, FRAMES AND CROSS -BRACING, AND DAMAGED AREAS ON
THESE AND ALL OTHER GALVANIZED MATERIAL.
4. ALL SIGNS WILL BE PLACED ON EACH ROAD IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FROM THE
FHWA, "STANDARD HIGHWAY SIGNS" FROM THE FHWA, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION
FOR ROADS AND STRUCTURES", "HIGHWAY DESIGN BRANCH ROADWAY STANDARD DRAWINGS", "NORTH CAROLINA SUPPLEMENT TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE APPROVED PLANS.
5. A FINAL INSPECTION LETTER WILL NOT BE ISSUED BY THE DISTRICT OFFICE UNTIL ALL REQUIRED SIGNS ARE PROPERLY INSTALLED TO
THE APPROPRIATE STANDARDS WITH NCDOT APPROVED MATERIALS AND INSPECTED BY THE DIVISION 7 - DISTRICT 2 (GREENSBORO)
OFFICE OR ITS AUTHORIZED REPRESENTATIVE.
SITE
0
VICINITY MAP
1 "=2000'
2.5 FEET
CASE # 22-05-G C P L-03857
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DRAWN BY: LSM
CHECKED BY: BCS
DATE: 12/21 /2022
PROJECT NO.:01420.019
REF. NO.: -
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