NCC241448_Site Plan or Location Map_20240510

GENERAL NOTES
C)
1. ALL WORK ON THIS APPLICATION SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE STATE AND -
LOCAL CODES, LATEST AMENDMENTS. N
2. THE CONTRACTOR SHALL REFER TO DIMENSIONS AND I
SHALL NOT SCALE THESE DRAWINGS `n
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co
3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF ROUGH
EXCEPT WHERE OTHERWISE NOTED, o
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v 4. ALL PARTITION WALLS ARE TO BE 2x6(5 i")
CONSTRUCTION UNLESS OTHERWISE SHOWN.
5. NO LOADS SHALL BE APPLIED TO SUSPENDED
CEILINGS. raj
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6. THE CONTRACTOR SHALL PROVIDE BLOCKING, CO
GROUNDS,ETC. FOR FIXTURES, SHELVING, TRIM, oC
GYPSUM BOARD, DECKING,PLUMBING FIXTURES, ETC., n o
GO WHERE THEY ARE REQUIRED. o
TIE LINE / U
A 39.81' EXISTING 7. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL t
R 50.00' PLANTER VERIFY AND COORDINATE ALL DIMENSIONS AND
C 38.77'29"W q O
®--- DETAILS PRIOR TO PRECEDING WITH ANY WORK. ANY _
C 38.77' J DISCREPANCIES SHALL BE BROUGHT TO THE Z
PROPOSEr7WECh--_ ATTENTION OF THIS OFFICE IN WRITING IMMEDIATELY. /-
N:467.131.10 E - � \ \� -®_-__ ^\ lILE:1,872,807.09 _J ���/// a>\ Z:467.13 C
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__� J1 DRAWING SCHEDULE
1.
\\ "� iC ' � SHEET NO. DESCRIPTIONBENCH MARK ICATV - / -®-SANITARY SEWER MANHOLE . o--TOP RIM ELEV. =467.57 \\ (' ,�� \\ LD1.1 SITE DEVELOPMENT PLAN - TOPOGRAPHY
INVERT ELEv.=asa26� °I �� ®I ,�, ������ LD1.2 SITE DEVELOPMENT PLAN - TREESD® \`- \ I LD1.3 EXISTING CONDITIONS
\\\\\�`@ I \• S1 1 FOUNDATION PLAN O,� S2.1 MAIN LEVEL FLOOR
A aa.aT \\ ® ♦ate♦ ' ``` \ `\\ \ S2.2 UPPER LEVEL FLOOR
B NO2'08'11"E / •1, ` {g7`1 \`Q 1 `� S2.3 UPPER LEVEL HEADERS
C 43.02 i \ ♦ \ \ ��\`\\ I _ A2.1 MAIN LEVEL FLOOR PLAN
� ` \ `�w� s --' D\. �/' ® \ A2.2 UPPER LEVEL FLOOR PLAN
q0� ) ``��A(����' �������� t1 / �V `1 A3.1 MAIN LEVEL DIMENSIONAL PLAN
__ / • 3 A3.2 UPPER LEVEL DIMENSIONAL PLAN
��� 1 �A� �� v - - A4.1 ROOF PLAN 3'
I VO1 V Q�° ������ �� :/�/• I ® A5.1 FRONT&RIGHT ELEVATIONS Mil
1 /V I• ��-4 0 A5.2 REAR&LEFT ELEVATIONS
� !\, �� ��,o � �\ ��� /� V A8.1 SECTIONS
� � � �� / / •I V 1A7.1 DETAILS
�� � I A8.1 SCHEDULES Q
A �i 1.1 MAIN V TRI A
E LE EL ELEC C L
/ / e"7:
�� � --,�-- -� 1 E1.2 UPPER LEVEL ELECTRICALA E59INE' / : \�\ D I \ ®
B S61 30 21 W h I (/)
C 55.71' .� / W i
I PROPOSED 500G �44-- % \ �� 1 • I \ U
PROPANE TANK �, I \\ / I I ® e / , ^GENERATOR _' ,' T I• I 29,198 Sq. Feet v I I
/ 1 0.67 Acre j\PINE= TREE W/SIZE NOTED =
\ rysI s. zsSB �� x
PROTECTED SPECIES HABITAT 4`STy S' ( i� I / �\ O
\) / \ I / \I =OAK TREE II. Ll2,
/ /- WWW
\\ / \A ' \60.0'
\ / " i \� ` _.=HARDWOOD TREE
/
23 /
/
l__--_-/ i DW =DOGWOOD TREE
\S\ J j0�=AREA LIGHT w
I >_
0 0 0 =FENCE m
0
s /I' =SITE DRAINAGE 0
W _Ir7 O
oCO 1_1
/ n N
✓ / // /i \/� j TREE TO BE REMOVED ��//�/ O z 0
q / I I I O U U`
// 1' b' =EXTERIOR FLOOD LIGHT m JJ
111� // �� . =WALL SCONCE J CL
J
wr-,-) �
/ _ ~
'
/ LaJ CID w
0 // MAIN LEVEL FF : 471.5' r N
V // / PORCHES/DECKS FF 471.2' 0I I I
/ / TOP OF FOUNDATION : 470.32' I-
/ 0
� // �/ GARAGE SLAB FF : 468.82'
TOP OF FOUNDATION : 469.66'
\ / / GRAVEL LEVEL : 468.49'
/ / EXCAVATE LEVEL : 468.15'
/ /
s0 0 �! IMPERVIOUS SURFACES
�tio;�� HOUSE : 2,718
//�7A0 / GARAGE : 672 Revisions:
/ ' DRIVEWAY : 2,375
/ / BREEZEWAY : 198
PORCHES, STAIRS : 592 Drawn by:
' LJC
/ / TOTAL : 6,555 Checked by:
/
/ I I
/ Date:
/ 1
05.05.2024
/
/
/
/
DD 1 1
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED / CONSTRUCTION
AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS.ALL PLANS HAVE BEEN PREPARED BY AND ARE THE 'SOLE PROPERTY OF CAMINA DESIGN&CONSTRUCTION,INC. ,s // / DOCUMENTS
/ /
' / !

GENERAL NOTES
C)
1. ALL WORK ON THIS APPLICATION SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE STATE AND -
LOCAL CODES, LATEST AMENDMENTS. N
CD
2. THE CONTRACTOR SHALL REFER TO DIMENSIONS AND I
SHALL NOT SCALE THESE DRAWINGS `n
rn
co
3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF ROUGH
EXCEPT WHERE OTHERWISE NOTED, o
Fr,
v 4. ALL PARTITION WALLS ARE TO BE 2x6(5 i')
CONSTRUCTION UNLESS OTHERWISE SHOWN.
5. NO LOADS SHALL BE APPLIED TO SUSPENDED
CEILINGS. raj
co
6. THE CONTRACTOR SHALL PROVIDE BLOCKING, N
GROUNDS,ETC. FOR FIXTURES, SHELVING, TRIM, oo
GYPSUM BOARD, DECKING,PLUMBING FIXTURES, ETC., n 'o
1210 WHERE THEY ARE REQUIRED. / o
U
EXISTING 7. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL O t
PLANTER VERIFY AND COORDINATE ALL DIMENSIONS AND
DETAILS PRIOR TO PRECEDING WITH ANY WORK. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE z
PROPOSED WELL ATTENTION OF THIS OFFICE IN WRITING IMMEDIATELY.
N83'19'24.........,........m.V••01RaillinatilL ._ _.-I _..
�� // /�1oP . . ___ , _.\� �I 1 I 60.0 DRAWING SCHEDULE
BENCH MARK \\ sv -_-- 1,4' • �12P I n6i SHEET NO. DESCRIPTION
SANITARY SEWER MANHOLE \
TOP RIM ELEV. =467.57 VA ��� LD1.1 SITE DEVELOPMENT PLAN - TOPOGRAPHY / /1
INVERT ELEV. =asa26� _,.__.._._.)111 ii.
_ _ / ���� \\V
1� LLD1.2 D1.3 SITEEXISTING COPMENT LAN - TREES1l 7TyV'`:A�� • �I�aOR
O' Ys-••.��� • 51.1 FOUNDATION PLANI ��i *i�����yp,� n�� � ����� �
\8P61.3' '© 52.2 UPPER LEVEL S2.1 MAIN LEVEL LFOLOOR
% 6�1� ) 1 ��\�J:�bI S2.3 UPPER LEVEL HEADERS
6P ) ����r � A2.1 MAIN LEVEL FLOOR PLAN 0
A2.2 UPPER LEVEL FLOOR PLAN
4p0' / 11 A3.1 MAIN LEVEL DIMENSIONAL PLAN
s2 ( ��i����Y���T; 4\\.\\\ � I 3 AA3.2 4.1 ROOFRPLANEL DIMENSIONAL PLAN
s ��� ���� �• - A5.1 FRONT&RIGHT ELEVATIONS
��4IV
V�pc.
^�� � � 3 A5.2 REASECTIONSLEFT ELEVATIONS
• � ���� •I A7.1 DETAILS• I• A8.1 SCHEDULES Q
• +Q�\\\\\\\\\\ \\
iE1.1 MAIN LEVEL ELECTRICAL 7
i \
rIE LINE \)�,; �. y E1.2 UPPER LEVEL ELECTRICAL
R 50.00' / \,/ I 16P
B S61'30'21•'W h
C 55.71' •� • ry,7 '.� / I LJ f i
PROPOSED 500G r` \, � 1 /� I U
PROPANE TANK r 1 \` I I
rye. o
PROPOSED �� I• I 29,198 Sq. Feet 0J
GENERATOR �� \ / v o
•1 N 1 0.67 Acre O SP-PINE TREE W/SIZE NOTED =
\\\\ PROTECTED SPECIES HABITAT 6jS6. 6 a /4\ /\, 1 / \ II. i:_8
\� co
\ / \/ \ I =OAK TREE
co
\ A.
\\ / 4 `% =HARDWOOD TREE
23 //
i / \ DW =DOGWOOD TREE
4R
\ j0� AREA= LIGHT
0 o o =FENCE m
0
/I' =SITE DRAINAGE 0
/ ( W JN) O
W CO W
V / / 1/ \/� j TREE TO BE REMOVED UpO z 0
I O U U`
/ 1 b' =EXTERIOR FLOOD LIGHT m 1 IJJ
111� CC
// / =WALL SCONCE J 0--)
0
I hn
/ /
III
/ W ~
/ U) C"i z w
0 // MAIN LEVEL FF : 471.5' I I I N CT IY
V / ; PORCHES/DECKS FF 471.2' 0
// / TOP OF FOUNDATION : 470.32' I-
/ 0
� / 1/ GARAGE SLAB FF : 468.82'
TOP OF FOUNDATION : 469.66'
\ / /I GRAVEL LEVEL : 468.49'
/ / EXCAVATE LEVEL : 468.15'
/ '
�0 0 �' IMPERVIOUS SURFACES
�ti- HOUSE : 2,718
/5'S9•� ' GARAGE : 672 Revisions:
/ / DRIVEWAY : 2,375
/ BREEZEWAY : 198
/ / Drawn by:
PORCHES, STAIRS : 592
/ / TOTAL : 6,555 Checked by:
/ I
/ I I
/ Date:
I
05.05.2024
/ /1
/
/
L D 1
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED / CONSTRUCTION
AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS.ALL PLANS HAVE BEEN PREPARED BY AND ARE THE / I
SOLE PROPERTY OF CAMINA DESIGN&CONSTRUCTION,INC. )s // / DOCUMENTS
/ ,

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11.171.10
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�.adteka".• ill �_� \ ...ry
�,� TIE LINE
1.,!=I�I�.. N �,,,, c �- R 5000' PLANTER
f'�I// / B N46'14'29'W
itiM
a-!_ i ri SIN N:534,061.10 ��La .�•� = lye' ���.� \ N:534,0807.09 63'19'24"E - �/ SIC \` -®`'--
_��, y, Z:467.13249.48' \� -SITE � %�, �`Q'� � :., �`� JDi '
♦ � ������� ;� �i �� C mo ,,
4''�•'���� �7.',I,•.� BENCH MARK \\\ \/\ "iC,4TV `\ - _ '�--- -� ' 1 '� /\12PI -�\ �___®_�l
41tit,
„� I -�✓ SANITARY SEWER MANHOLE l o • y1p �� ✓ ® \I j.a'' ■'�', TOP RIM ELEV. = 467.57�\\ � ., \ y / \ 1,4R�,r•' '''g1 INVERT ELEV. = 467.57 \.��\ ~ �/�P �� /1 �/ / / `
1j hf y / 46P /\8P
T I� / T B NOTOB'11"E I 12P ,Y /®___ II \� � \
�\ IEID �I I'\ C 43.02' •Li ,\6P \� /a\ / /4� \o•I\/ �_®•, 1
aG _'_/ �/ J I \5P \\ %t
I certify that this map was drawn under my supervision from anactual survey I
i' 1 \ \` 5
made under my supervision;that the boundaries not surveyed are indicated as / \•/ / I \
drawn from information shown hereon;that the ratio of precision or positional I ,, / �, __
accuracy is 1/1 ;and that this map meets the requirements of The / / / I \�_
Standards of Practice for Land Surveying in North Carolina(21 NCAC 56. 1600). / ��' I ® \
Further: \�� 1 \ `�
hereby certify that the premises shown&described hereon,do not lie i // v I `,
in a F.E M.A.designated 100 year flood plain area. - \�\ \ \1/ I \�
REFERENCE: TIE LINE / /pgp�\
PLAT CAB.6,SL.511 A 59.08' % \ ^ ,� I 11pP ® \
MOORE COUNTY REGISTRY R 50.00' C.?' // I \ \ _,
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY B S61.30'21"w VVV
S. R. SHEFFIELD, PLS NO. 1365, ONNEDRUARY 15, 2024 C 55.71' ' -' / ;- I
ACREAGE DETERMINED / I \� `\
BY COORDINATE METHOD. THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT. V' / /' I
NOT INTENDED TO BE PREPARED / I GO
FOR RECORDATION IN ACCORDANCE \ \\ I 29,1 98 Sq. Feet
WITH G.S. 47-30 AS AMENDED. T ,
S.R.SHEFFIELD,PLO NO, 1365 X /,'L_1 II 0.C)7 Acre
DATE: FEBRUARY 15,2024 rysy s•/z63 / / �\ I / 1 \
CORPORATE LICENSE NO.C-1987 PROTECTED SPECIES HABITAT 4g.� B \
I /
I
y p
..CI.
UNLESS OTHERWISE DENOTED, \\\
=EXISTING IRON STAKE h
=EXISTING CONCRETE MONUMENT
=SET CONCRETE MONUMENT �Y
CO
=SET IRON STAKE \
SQUARE FOOTAGE \C,/
•
=UTILITY POLE y
=WATER METER \ /3\ \ J
=WATER VALVE ,\
41\ J
=FIRE HYDRANT
=CATCH BASIN \__-
=SANITARY SEWER MANHOLE
=POWER SERVICE STUB
=SEWER SERVICE STUB '�
=TELEPHONE SERVICE STUB
=CABLE TV SERVICE STUB / /
=FENCE 1 \\\\ /
-sfsfsfsfsfsf-=SILT FENCE Q / �/
/
/ 1
--0"f8P=PINE TREE W/SIZE NOTED /_......-- )\._
JJ /
i�Q
t =OAK TREE ES //' ,
re"
I /
. , =HARDWOOD TREE 111 //' //
•=DOGWOOD TREE 1 / '
V \\
/
\O-- =AREA LIGHT 0 a
\ rybti/^O� j
$ /��4 li
5
/ /
// '
/
//
/
/ /I
/ i TOPOGRAPHIC SURVEY FOR
CAMI\A DESIGN & CONSTRUCTION
/ LOT NO. 622, SHEET "B", SECTION 6, PHASE 1
FOREST CREEK GOLF COURSE DEVELOPMENT
// MCNEILLS TOWNSHIP, MOORE COUNTY,
SOUTHERN PINES, NORTH CAROLINA
\\ 7/ FEBRUARY 15, 2024 -*- SCALE 1"=20'
STEPHEN R. SHEFFIELD & ASSOCIATES, P.A.
J 1680 NC HWY. 5, SUITE NO. 170
ABERDEEN, NORTH CAROLINA
20' 10' 0' 20' 40'
I '' II
622-FC-2024.DWG