NCC250841_Site Plan or Location Map_20250321

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S =°°? �� j I I ESS I0GENERAL NOTES - - - ND 1SLAeX BI
1. THIS SURVEY IS NOT TO BE USED FOR RECORDATION, 1 ND. I >CONVEYANCES, OR SALES, AND WAS PREPARED FOR THE - moo - Jo I ift I I I I 2 U
SOLE USE OF THE PERSON(S) ON ENTITY NAMED HEREON. SR 1539 —� \ I - _ _ I I I aft I I
2.EASEMENTS AND RESTRICTIONS OFPROPERTIES SHOWN HEREON MAY B RECORD E ETHAT CT OWOULD BE (60 �W R/W
—I- J - L _ I I,
REVEALED BY A THOROUGH TITLE SEARCH. THIS PLAT 1 . - - o_� I I I C7 0
SHOULD NOT BE RELIED UPON AS A COMPLETE RECORD OF I EOP - — _ J1 1 \ I I
ALL EASEMENTS AND ENCUMBRANCES THAT MAY BENEFIT , 1
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NON-EXISTENCE OF ANY UNDER GROUND UTILITIES THAT ` U ----_____ —r - - - _ I r'
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6.UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL I U
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EFFECTIVE DATE OF 04/16/2013; THE SUBJECT PARCEL LIES 3 I 1 - - - _ -J
IN ZONE "X". 1 I 1 - - U — I
7.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL 56 / I I _ _ M� EOP
CITY/COUNTY & NCDOT STANDARDS AND SPECIFICATIONS. I I SAE FND I - - _ I % � , ►
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EROSION & SEDIMENTATION CONTROL NOTES: /
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1. IF NEEDED, TREE PROTECTION FENCING SHOULD BE - J L ° I o I I ND E44
D T I ! I ] 1— — — _ _ 30� L
INSTALLED ALONG THE BUFFER ZONE, WETLAND — — _ _ 4--_o_BOUNDARY AND/OR AROUND PROTECTED TREES, — — — _ 1CI / m I1 1 I " I I I — — _
PROVIDED A RADIUS OF AT LEAST 1.25 FEET FOR EACH 25# — _ _ _ J -'I / ° 1 1 0 SLAB NT_e I I I 1
INCH OF TRUNK DIAMETER L _ _ 1 45 N° I 1 1 1 sf- (- zz)
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SCHEMATIC/DIAGRAM AND FIELD ADJUSTED, IF — J L o I 1m'' I 1 ILOI1 1 a °� = N
NECESSARY, FOR PLACEMENT AT LOW POINTS. IF LOTS — — _
ARE CONTIGOUS AND HAVE DIFFERENT LAND OWNERS OR — _ — _ — I (4 1 I I m., IN LOT s�e Nr_A 1 1 A- o
BUILDERS, EACH LOT SHOULD HAVE INDIVIDUAL SILT �S .........d 2s� — —1 L I ° 46 47 SLID I O O ,
FENCES. - o > 1 U H Z d
3. INSTALL REQUIRED SILT FENCE WITHIN 10 FEET OF 25: - _ _ ^ I " I 1 1 I �� O d
PROPERTY LINE TO ENSURE THERE IS NO CONFLICT WITH _IS — J R� I a E7 ,-
THE SEPTIC SYSTEM. IT IS THE RESPONSIBILITY OF THE L _ o I I o �,,,� F� O
BUILDER TO ENSURE THE INSTALLAITON OF SEDIMENT — — — _ I o I I M�1 W c¢A O Q
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MANGING BUILDING MATERIAL WASTE SHALL BE AT LEAST N/F 48 z W
50 FEET AWAY FROM STORM DRAIN INLETS OR DRAINAGE YADKIN VALLEY TELEPHONE `' ¢ w L7 ZO
DITCHES UNLESS IT CAN BE SHOWN THAT NO OTHER MEMBERSHIP CORPORATION _is W � a
ALTERNATIVE EXISTS. IF THIS SEPARATION CANNOT BE DB 898 PG 882 1 Q
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ACHIEVED, THESE AREAS MUST BE CONTAINED BEHIND PIN: 4788-94-2587 .. 4 °-, a
SILT FENCE. O 1120
6. INLETS DOWNSTREAM OF DISTURBANCES SHOULD BE v
PROTECTED; STREETS SHOULD BE SWEPT WHEN
SEDIMENT FROM THE CONSTRUCTION ACTIVITY IS
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7. DETAILS FOR SILT FENCE, SILT FENCE OUTLETS, 1
CONSTRUCTION ENTERANCES AND OTHER MEASURES ARE Q
PROVIDED ON ADDITIONAL SHEETS. EROSION AND
SEDIMENT CONTROL DETAILS ARE NOT DRAWN TO SCALE.
P4
LEGEND @ JUNCTION BOX LJ FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
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O PROP. COR. FOUND ® POWER POLE Fo FIBER OPTIC BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION METRO ATLANTA,
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• 5/8" REBAR SET LIGHT POLE C) TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION R24099-01
O COMPUTED POINT g POWER POLE OO POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE i6INDA RE CENTRAL 8024 GLENWOOLORIDA
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A. FIRE HYDRANT -( GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone Inc, SURVEYORS,ENGINEERS #109,RALEIGH,NC 27612
❑w WATER METER E❑ POWER METER CI] TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING AND LAND PLANNERS [phone]
* WATER VALVE El ELECTRIC BOX RCP REINFORCED CONC. PIPE CNT. CANTILEVER -G- GAS LINE SETBACK LINE WWW.BOUNDARYZONE.COM ©COPYRIGHT 2024
SHEET
MANHOLE 0 A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE FIRM NUMBER:C-3534 BOUNDARY ZONE,INC. 1 OF 3
© CLEAN OUT El GAS METER PB PLAT BOOK -T- TELEPHONE LINE BG BELOW GRADE ALL RIGHTS RESERVED
SIGN c GAS VALVE * PINE TREE PG PAGE -250- CONTOUR LINE

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GENERAL NOTES I COm I ND. I ^ — _ _ _
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CONVEYANCES, OR SALES, AND WAS PREPARED FOR THE I I o I `� U
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SHOULD NOT BE RELIED UPON AS A COMPLETE RECORD OF L _ _ _ 30? II + w- I I II 'PA / l o IALL EASEMENTS AND ENCUMBRANCES THAT MAY BENEFIT U — U —r , _ _ — — JI I I I I I no / ^ /AND/OR BURDEN THESE PROPERTIES. _3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR I� L _ _ � w IISLAB Nr-g / // PAnO' s'��6 1 / // / \ NNON-EXISTENCE OF ANY UNDER GROUND UTILITIES THAT �S _ /MAY OR MAY NOT EXIST WITHIN THE BOUNDARIES SHOWN U U - �• - - _ 30 ,Iom� I I FND l / - lHEREON. — —
4.THE UNIT OF MEASUREMENT IS U.S. SURVEY FEET. ALL �� U U � _ _ _ 30� II + w� l / sgk el /lDISTANCES AND COORDINATES SHOWN HEREON ARE _ _ _ I / ^Ay/LOCALIZED & GROUND, UNLESS OTHERWISE NOTED AS �i, _U �a�GRID �� - - U� - - -I // / /060 Z � �ir v �5.ALL AREAS) ON THIS PLAT WERE CALCULATED BY THE U \� _3o� � T / lCOORDINATE METHOD. U - /6.UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL , $ . U - - llww`#3646 (WILSON COUNTY), FRIS MAP#3720364600M SR 15 R° -- - �S — U Jl °�R / lEFFECTIVE DATE OF 04/16/2013; THE SUBJECT PARCEL LIES I - 39 R/W �� L /IN ZONE X". �I � �� 60'R/�7 /7.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL �"� ') -----__ T — �o� /iCITY/COUNTY & NCDOT STANDARDS AND SPECIFICATIONS. EOP 7,0a4
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1. IF NEEDED, TREE PROTECTION FENCING SHOULD BE / _
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TO BE INSTALL PER LOT
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6. INLETS DOWNSTREAM OF DISTURBANCES SHOULD BE / / ' / / C
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SEDIMENT FROM THE CONSTRUCTION ACTIVITY IS N/F ., \� � / SgpoNr, ~�
PRESENT. YADKIN VALLEY TELEPHONE �, / / a°No° V)
7. DETAILS FOR SILT FENCE, SILT FENCE OUTLETS, MEMBERSHIP CORPORATION LIT — o / /
CONSTRUCTION ENTERANCES AND OTHER MEASURES ARE DB 898 PG 882 ` L 0 T / oPROVIDED ON ADDITIONAL SHEETS. EROSION AND PIN: 4788-94-2587 / j o
SEDIMENT CONTROL DETAILS ARE NOT DRAWN TO SCALE. '._•., -- 3 L, ^
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LEGEND @ JUNCTION BOX 1--U FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
❑® DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
0 PROP. COR. FOUND ® POWER POLE F° FIBER OPTIC BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION METRO ATLANTA,
RALEIGH-DURHAM, PROJECT
• 5/8" REBAR SET _4 LIGHT POLE C) TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION R24099-01
O COMPUTED POINT g POWER POLE OO POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE BC.---- 1 DARY. CENTRAL 8024 G ENWOOLORIDA
0 R/W MONUMENT W/LIGHT o OUTFLOW STRUCTURE CONC. CONCRETE —--— ADJOINING PROPERTY LINE
A. FIRE HYDRANT -( GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,inc. SURVEYORS,ENGINEERS AND LAND PLANNERS #109,RALEIGH,NC 27612
❑w WATER METER E❑ POWER METER Cl] TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING [phone]
* WATER VALVE El ELECTRIC BOX RCP REINFORCED CONC. PIPE CNT. CANTILEVER -G- GAS LINE SETBACK LINE WWW.BOUNDARYZONE.COM ©COPYRIGHT 2024
SHEET
MANHOLE 0 A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE FIRM NUMBER:C-3534 BOUNDARY ZONE,INC. 2OF3
© CLEAN OUT El GAS METER PB PLAT BOOK —T— TELEPHONE LINE BG BELOW GRADE ALL RIGHTS RESERVED
SIGN c GAS VALVE * PINE TREE PG PAGE —250— CONTOUR LINE

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GENERAL NOTES zs? —_I / l �qe k q / / 30�v �q G i
1. THIS SURVEY IS NOT TO BE USED FOR RECORDATION, / II N0 / �d > U
CONVEYANCES, OR SALES, AND WAS PREPARED FOR THE S LOT / / // 1S'�1IT 2
SOLE USE OF THE PERSON(S) ON ENTITY NAMED HEREON. ?52 1 " / o 71 ' / / oopo 60 LS �Q x
2.PROPERTIES SHOWN HEREON MAY BE SUBJECT TO N/F / e Nr 7['i `'-9 9
YADKIN VALLEY TELEPHONE .� �� a/ / Noe y
EASEMENTS AND RESTRICTIONS OF RECORD THAT WOULD BE /MEMBERSHIP CORPORATION S /REVEALED BY A THOROUGH TITLE SEARCH. THIS PLAT ti o
DB 898 PG 882SHOULD NOT BE RELIED UPON AS A COMPLETE RECORD OF L 0 T
PIN: 4788-94-2587 / o / /
ALL EASEMENTS AND ENCUMBRANCES THAT MAY BENEFIT -, _ i' / , / ,3 \
AND/OR BURDEN THESE PROPERTIES. ` 53 ,, / / / 0��
3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR ` // / \ / v
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5.ALL AREA(S) ON THIS PLAT WERE CALCULATED BY THE Q's < 4 / / ` a• N Z
COORDINATE METHOD. N / ' / o\
6.UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL N / / to A
#3646 (WILSON COUNTY), FRIS MAP#3720364600M , Z, N N �°�/ / FT,
EFFECTIVE DATE OF 04/16/2013; THE SUBJECT PARCEL LIES ' / \e y ',- V/,;.:,IN ZONE "X" � // // do7.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL S 5�
CITY/COUNTY & NCDOT STANDARDS AND SPECIFICATIONS. ,/s ,, // 6�
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\V / / A \/ / \ 0
L0T s. 10tt,// /' 'o\
EROSION & SEDIMENTATION CONTROL NOTES: \k'56 \/ s/ /// \\ / �4 M--4
1. IF NEEDED, TREE PROTECTION FENCING SHOULD BE // �V <- ' :"' P H
INSTALLED ALONG THE BUFFER ZONE, WETLAND ,r / ,i \ �,'
BOUNDARY AND/OR AROUND PROTECTED TREES, ��� oF`'° / / -0 .�
PROVIDED A RADIUS OF AT LEAST 1.25 FEET FOR EACH \ �T / \/
INCH OF TRUNK DIAMETER \ 4 �Oo // sF /\ �`
2. INSTALL SILT FENCE ON THE LOW ELEVATION SIDES yLo
OF EACH LOT. INSTALL SILT FENCE OUTLETS SHOWN ON / // // \ Fgo H o o
SCHEMATIC/DIAGRAM AND FIELD ADJUSTED, IF \__77'''-'.
� / / �" \ F W `fl NNECESSARY, FOR PLACEMENT AT LOW POINTS. IF LOTS / / \ °O �.L� '� cAARE CONTIGOUS AND HAVE DIFFERENT LAND OWNERS OR � °�z S // s\ \\ P Z
BUILDERS, EACH LOT SHOULD HAVE INDIVIDUAL SILT \�/ ,/off 9mF+ , \ \ O EO p o
FENCES. / ' yo \ r.� U a Ez d
3. INSTALL REQUIRED SILT FENCE WITHIN 10 FEET OF
PROPERTY LINE TO ENSURE THERE IS NO CONFLICT WITH / i \� 5 N 5 g
THE SEPTIC SYSTEM. IT IS THE RESPONSIBILITY OF THE /
BUILDER TO ENSURE THE INSTALLAITON OF SEDIMENT \ \\ \ // S W d O d
CONTROL MEASURES DOES NOT IMPACT THE SEPTIC �O I \ // �T1 O U p4 a Z U
SYSTEM AND REPAIR AREA(S). I F�"I
4. AT LEAST ONE CONSTRUCTION ENTERANCE/EXIT IS 8 j p O
TO BE INSTALL PER LOT
5. WASTE BINS AND OTHER AREAS DEDICATED FOR \\ Li/ ' Q w Z
MANGING BUILDING MATERIAL WASTE SHALL BE AT LEAST
50 FEET AWAY FROM STORM DRAIN INLETS OR DRAINAGE4? Zd Q L7
DITCHES UNLESS IT CAN BE SHOWN THAT NO OTHER a va
ALTERNATIVE EXISTS. IF THIS SEPARATION CANNOT BE /F
YADKIN VALLEY TELEPHONE 4 Q , = a
ACHIEVED, THESE AREAS MUST BE CONTAINED BEHIND - MEMBERSHIP CORPORATION °" p"
SILT FENCE. DB 898 PG 882 6. INLETS DOWNSTREAM OF DISTURBANCES SHOULD BE PIN: 4788-94-2587 0 r l
v
PROTECTED; STREETS SHOULD BE SWEPT WHEN
SEDIMENT FROM THE CONSTRUCTION ACTIVITY IS .....I
PRESENT. V 1
7. DETAILS FOR SILT FENCE, SILT FENCE OUTLETS, 1
CONSTRUCTION ENTERANCES AND OTHER MEASURES ARE Q
PROVIDED ON ADDITIONAL SHEETS. EROSION AND
SEDIMENT CONTROL DETAILS ARE NOT DRAWN TO SCALE.
P4
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