NCC233429_Site Plan or Location Map_20231117

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
rn
xo
3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF ROUGH
EXCEPT WHERE OTHERWISE NOTED, o
OS
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, TA
GROUNDS,ETC. FOR FIXTURES, SHELVING, TRIM, ''
GYPSUM BOARD, DECKING,PLUMBING FIXTURES, ETC., n 'o
WHERE THEY ARE REQUIRED. / o
U
7 THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL O
51rg3,5>ry VERIFY AND COORDINATE ALL DIMENSIONS AND
r 3,3,9. 4-,' DETAILS PRIOR TO PRECEDING WITH ANY WORK. ANY z
® DISCREPANCIES SHALL BE BROUGHT TO THE
i ' -® / ATTENTION OF THIS OFFICE IN WRITING IMMEDIATELY.
L
J
r S>7•q D
I O'S9'E
i r I�� 703.g3 _ d
DRAWING SCHEDULE
® / SHEET NO. DESCRIPTION
CY
111\ J' II \\\I / 1 v
' i �� I , ® LD1.1 SITE DEVELOPMENT PLAN - TOPOGRAPHY / /1
1' , , '/ // T/E LD1.2 SITE DEVELOPMENT PLAN - TREES �.l 7
( ® 87>'qo gSEE LD1.3 EXISTING CONDITIONS
'5.0' ® ' 1 i 160.8s' S1.1 FOUNDATION PLAN /
® \ S1.2 UNDER SLAB PLUMBING PLAN
T, D
\\ \� 51.3 DECK FRAMING PLAN
�i� ® ® `' 52.1 MAIN LEVEL FLOOR /TERRACE HEADERS
r ' •i �\ I _____ S2.2 MAIN LEVEL HEADERS/COACH HOUSE FLOOR
1 I �1 \\ 1 S2.3 DORMER AND ROOF STRUCTURAL
1� 1 /- \1 I `\ A2.1 TERRACE LEVEL FLOOR PLAN
' •r •* 1 A2.2 MAIN LEVEL FLOOR PLAN
( �-.\\ ��- • ' A2.3 UPPER LEVEL FLOOR PLAN
1i I • ') �1 - • l \ A3.1 TERRACE LEVEL DIMENSIONAL PLAN
j ' \ / \\\ \
A3.2 MAIN LEVEL DIMENSIONAL PLAN
i 15.0' A3.3 UPPER LEVEL DIMENSIONAL PLAN
\\� ,, ' r� \ \\1 \`, _- `I A3.4 GARAGE PLAN
/ ',I , I =_ )I �r 0 A4.1 ROOF PLAN /
I '�� q A5.1 FRONT&RIGHT ELEVATIONS
Y/ \ 1 "N A5.2 REAR&LEFT ELEVATIONS / D
I ', A6.1 SECTIONS _
g i ii A7.1 DETAILS
x � � IEt- A8.1 SCHEDULES / /1
r ii ) E1.1 TERRACE LEVEL ELECTRICAL ll 1
�I EL2 MAIN LEVEL ELECTRICAL
I o
I 1 I �I� I ® U E1.3 UPPER LEVEL ELECTRICAL Li]
•
�/ 3 ® D D
b 'iice ,i) D D
o
, i , II. ,_
1
1 , p
i'
. , , . . \
i I I
1 I 1 ��) \.\, \,, (/
' i) ram ) w
1 c_
TERRACE LEVEL FF 397.0' ® Q m
TERRACE PATIO FF 396.71' V vv ,' /1 1 (� J
1 w U
MAIN LEVEL FF 407.52' \ l ? n NO
_ w
PORCHES/DECKS FF 407.23' \\ ,-- , `\ ) - Cr) CV
TOP OF FOUNDATION : 406.0' gill, `) �v� \ \ �r ', W O
GARAGE SLAB FF : 404.5' , Y Oz Z
TOP OF FOUNDATION 406.0' , j \\ \ 1 `1 1 e9\ \ > 1 w
GRAVEL LEVEL : 405.17' \ , \\ ' Cr) w
I ' \1 i `T j 0 8P-PINE TREE W/SIZE NOTED
EXCAVATE LEVEL 403.83' ® ® ) ® a j I I M /\ Q CD
I
IMPERVIOUS SURFACES ' __ �,Q�
HOUSE 2,469 ® 7 1 �� c� _ i __ ----
GARAGE Y;J =OAK TREE - w (n
CL
908 j ,___-- / - __ _ 0 z
DRIVEWAY 2,265 1 Irit
"' p� C�� _ __ �� O
WALKWAY : 81 I r // lc--
-/i < /✓_I��i� s �� w //___ _ _ �]y'� -HARDWOOD TREE O LL
PORCHES, STAIRS : 1,271 a % T-
la 2
TOTAL : 6,994 P `) �4 i-� +� __ _ iiir-
/� / =, =DOGWOOD TREE
il
\ ���"./... '1�I� _--- -O�=AREA LIGHT
to . __�- SITE DRAINAGE
/ �� Revisions:
,��� 0 0 0\ -/ =SILT FENCE
////// 9 / A 185.58'
Drawn by:
/ R 930.00'
iG /-- B 575'55'38"W LJC
�� TIE LINE /'- C 185.27'
�� /535'44'41"E :ENCH MARK Checked by:
62.40' ` _ SANITARY SEWER MANHOLE
-- y TOP RIM ELEV. =394.90 (NAVD '88)
/- INVERT ELEV. = 388.6
Date:
/ 11.14.2023
i
DD1 0 1
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED
AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS.ALL PLANS HAVE BEEN PREPARED BY AND ARE THE DOCUMENTS
PERMIT
SOLE PROPERTY OF CAMINA DESIGN&CONSTRUCTION.INC.

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
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, o
GYPSUM BOARD, DECKING,PLUMBING FIXTURES, ETC., n 'o
WHERE THEY ARE REQUIRED. / U
7 THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL O
S>'43,5>, VERIFY AND COORDINATE ALL DIMENSIONS AND t
343G6 DETAILS PRIOR TO PRECEDING WITH ANY WORK. ANY z
IR.A1yNI DISCREPANCIES SHALL BE BROUGHT TO THE
niri ATTENTION OF THIS OFFICE IN WRITING IMMEDIATELY.
\\
0 5/3\ S77.4p,5g„E\p o ffJ E103g3 /
N W \ / C
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fiE/ �/ \ 1/W N
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------
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1
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\ 0922 I I/4\— 4 Aim.• 0
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/Jg _ \W \ / (:)C(yl
/N _ 6 8ft'•NE
o_l IIE 7 \ �,�� XE 1
/...\ E �L� • it 2�0"PINE ,t 0
/
921 �� 12"WNE of,�/ 1 _y f#� / 15'o NE E � / I °y /O� < Li] U
_ � �
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Lo
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IT �� / /6\ __— /*� Q
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. \�� — _ zz
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O•M'
Ld
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�o� / ` I -0"f8P=PINE TREE W/SIZE NOTED
CL
107 PINE tirkA,
1 Iv / 41:. 9/PIJE /\ Q U
�'3R 4
/ \ \®/ �p� \ ,.--..-- q2.) =OAK TREE 1_
CV w (r)
1011 ,
r �' / __ =HARDWOOD TREE `� k— O
_O
\O/ 6" /E 9/F'I�JE �.//� — _ ten =DOGWOOD TREE
- _ — _ _— VI,AC�, `tT
///�;/////// ' _ q� ,1� Y1� —_.11 �__�__ j0�=AREA LIGHT
f ell\1 ltl
//44
- /TREE TO BE REMOVED Revisions:
.\ -
/ A 185.58' Drawn by:
/ R 930.00'
—:i / B 575'55'38'W LJC
TIE LINE .-' C 185.27'
i� /535'44'41"E TENCH MARK Checked by:
62.40' ` _/ SANITARY SEWER MANHOLE
y- TOP RIM ELEV. =394.90 (NAVD '88)
/- INVERT ELEV. = 388.6
Date:
/ 11.14.2023
i
L D 1 K 2
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED
AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS.ALL PLANS HAVE BEEN PREPARED BY AND ARE THE DOCUMENTS
PERMIT
SOLE PROPERTY OF CAMINA DESIGN&CONSTRUCTION.INC.

\ \ I certify thatthis map was drawn under my supervision from ane actual survey
\1 made under
mysupervision; c
that the boundaries not surveyed indicated as
drawn from information shown hereon:that the ratio of precision or positional
accuracy is 1 Practice and that this map meets the irarequirements1NCof The.
Standards of Practice for Land Surveying In North Carolina(21 NCAC 56. 1600).
\ 4N/ .�i 'Mil
. in Further
y premises shown&described hereon,do not lie
` I hereby certify that the
�,',. / Ina F.E.M.A.designated 100 year flood plain area.
/. . REFERENCE:
`;a = ,��� „`��� %�,Iz — PLAT MOORE ACOUNTY LREGISTRY
7 ,�
ACREAGE DETERMINED
`� ! , ��:/ ' BY COORDINATE METHOD.
r = �� y
!a NOT INTENDED TO BE PREPARED
_ FOR RECORDATION IN ACCORDANCE
' .• r^ CORPORATE LICENSE ANOS C AMENDED.
! �� 0� S.R.SHEFFIELD,PLS NO. 1365
��=�`���. DATE: AUGUST 1, 2022
l-S 1,> \4411.4"A\�
��1— `� THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
I�'D �+/��� ow. S. R. SHEFFIELD, PLS NO. 1365, ON AUGUST 1. 2022
_[I i\pa �� '. THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
L_O C—,�\—F ION K H —F C I—I
UNLESS OTHERWISE DENOTED,
=EXISTING IRON STAKE
=EXISTING CONCRETE MONUMENT
=SET CONCRETE MONUMENT
•=SET IRON STAKE
-=SQUARE FOOTAGE
=UTILITY POLE
=WATER METER
=WATER VALVE
=FIRE HYDRANT
=CATCH BASIN
=SANITARY SEWER MANHOLE
=POWER SERVICE STUB
=SEWER SERVICE STUB
=TELEPHONE SERVICE STUB
=CABLE TV SERVICE STUB
a o o =FENCE
-sf-s�f-sf-sf-sf-sf-=SILT FENCE
\ TBP=PINE TREE W/SIZE NOTED
/Q\
� . S2f43'S/„ �(y-.l =OAK TREE
® JI '
6m,• , ,/ // _ `#�=HARDWOOD TREE
r /) z9B/ s z,�'sn•40.59°E
O \2 6 M I \ro/103.93•
I I1:y.1'g 7R\ pO �j"J 15" NE 2�0. fit_DOGWOOD TREE
I ti'. / •\/7\ /II R� '269/ `
j .NE , I m \�2®� 1.. .T
1, ® \ \208/ I I I ,r6 , jOE=AREA LIGHT
yy6R\ ', 2dgz\/1 I
II �2� / \ I \ 1/ \E I , I ®1
, 15' PPk�IE/ I $ I I I i / Y T/
�1\ 0 I 1 I —2t2 V 1— A4t,
���I�IIYYYYy�R I I Y35R SZ 40'45"
15.0' '' 3\ I i �2+5/i e / \ 1 �l2/PINE 160.89• E
- - �T
— ' ;, I�21 des/Pr )
1) �y\21�Oy Y)2/aRINE / T_ 200/-I\�E_ ! I/ I , I
oRh /�y�F\ / \� 1Fy2So5 1 �218yj�,
( III HWi\ 1 / \ ) R/\ <1X �� \�t 7/p E /I �i
yb I Is \ I 1 6f 'NNE
2
15 NE /9 1I
R /}'1 12/ NE 1l
/"'\1 / F.r�. 9 2 2 ; ' 2 3 ,D, NE '�r, D"R(NE
�i98 E 1 I ...
i'. ?'z ,' i 9.,
I F'CD \I'S 1.,PANE \~pO� 11 li i�ffi9
. .46 V
1 4R I''\\E 1 15"� NE / k I
n 1 \ ' i \r�]2PRj / 11P� ® I ,o
E ry 7 yy�R4/ I i / \ ® 2 9 °O/_ 1 �?8i r6
�68/ /,13\ 1�25�_ ® / J 1 1..',•NNEm M
g/3R ® i �°\i ® i 2 1 9 2 3
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I I / O9\ /® ! -'-- 1 2 \ I 12o5 t_*, S I 14
� ——vim 7/ / 21 R .�1vYz 2�1 A4 I
® 1 AI - 41 -� Vfr, , �iG'I)/4� C' '6 a� ,
PINE /y R\ ...(((.. O-/
� 1\ III\/ \ t . lyg14/ • 2O°/�\ 7., I __ __
I 1�''� *�a �Y'�j,R
4di120/ NE• •i: \ 29 I 1
Y
a If ' i \ s /1 i07 NNE ,E 1® , 1 � 4 / Ei / /
-�36/ gr ® \® /
I l / y3RN I ®
/ (- I
�� �qq\ f�?l I '
-40
_ =_
- -
I _
ID VI NCE
qp��
I�
I.� /
/ A 185.58'
- / R 930.00'
�.i- /'- B 575'55'38"W
- --TIE LINE C 185.27'
i -535'44'41"E -'/ BENCH MARK
- 62.40' _/ SANITARY SEWER MANHOLE
i - y- TOP RIM ELEV. = 394.90(NAND '88)
-i i / INVERT ELEV. =388.6
- i -/
TOPOGRAPHIC SURVEY FOR
JOAN T IRAUT AN
LOT NO. 922, SECTION 9
FOREST CREEK GOLF COURSE DEVELOPMENT
MCNEILL TOWNSHIP, MOORE COUNTY,
SOUTHERN PINES, NORTH CAROLINA
AUGUST 1, 2022 —*— SCALE 1"=20'
STEPHEN R. SHEFFIELD & ASSOCIATES, P.A.
1680 NC HWY. 5, SUITE NO. 170
ABERDEEN, NORTH CAROLINA
20' 10' 0' 20' 40'
I '' II
922-FC-2022.DWG