NCC232320_Site Plan or Location Map_20230803

Y \
t 7) v� y GENERAL NOTES
�`��� n� \ n, ••� 1. ALL WORK ON THIS APPLICATION SHALL BE IN ACCORDANCE z
fr ` �, ., j \ : WITH ALL APPLICABLE STATE AND LOCAL CODES,LATEST' AMENDMENTS.
N
\ �, ?-'t' . \,,
R.
2. THE CONTRACTOR SHALL REFER TO DIMENSIONS AND SHALL
/ m , .� �... � \ NOT SCALE hiESE DRAWINGS rn
:Tox war NM 1 co
3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF ROUGH• o
y ��., �� CED \� i \ • EXCEPT WHERE OTHERWISE NOTED,
.ate,\\ �.ME � ��� .*TAP
�fl . \ 4. ALL PARTITION WALLS ARE TO BE 2x6(5 ")CONSTRUCTION
�r' bf C1, • UNLESS OTHERWISE SHOWN.
�..\A. ��► \ •' S. NO LOADS SHALL BE APPLIED TO SUSPENDED CEILINGS.
1 7
,,- �, -I ap _ - / �\ 6. THE CONTRACTOR SHALL PROVIDE BLOCKING,GROUNDS,ETC.
. •: ` 1� FOR FIXNRES,SHELVING,TRIM,GYPSUM BOARD,DECKING,
` .�1 : ♦ � � \ .• ® PLUMBING FIXTURES,ETC.,WHERE THEY ARE REQUIRED.
'_/ '~ W. R 7 THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY
e e�',�iei�;, �♦ ,\ AND COORDINATE ALL DIMENSIONS AND DETAILS PRIOR TO / U
`'T� PRECEDING WITH ANY WORK.ANY DISCREPANCIES SHALL BE
e � ' BROUGHT TO THE ATTENTION OF THIS OFFICE IN WRITING O t
'' . , ,�.���/ ` 1,� •
1�( ' 7,i \
9 1� IMMEDIATELY.
L—OU _ I ION � K � I C I I 1—
•
SANITARY SEWERNCH MANHORLE \\ • •, DRAWING SCHEDULE
c
TOP RIM ELEV. = 436.05 / • D LL
INVERT ELEV. = 428.28 \\ •
•
NAVD'88 •\\ SHEET NO. DESCRIPTION ^�
�, \I LD1.1 SITE DEVELOPMENT PLAN-TOPOGRAPHY I'
,` / \\ : LD1.3 EXISTING CONDITIONS PLAN-TREES
' p i TIE LINE 51.1 FOUNDATION PLAN
OISTS
11 ® I \ p,�p1 / �' p ' ,_1 i 1 ' S2.2 DORMER S2.1 MAIN VAND EL F ROOR STRUCTURAL /
b/ N89112'59"E
't / / �" I I ii s li I I i Ilt x 727.02' :• I
MAIN LEVEL FLOOR PLAN
', // i 1 I i' 1 ' ,, :VI :/ ij �/ I •
/' ‘ % ` MAIN LEVEL ELECTRICAL
/, ;: I Q
l l I i . ♦ i I I
I I
/ / /r 1 i / y 1♦ v r 1
•
,' ✓ ' iiii ��' , /r /% �'� ^%�%' / ' % / l V '\ / :• MAIN LEVEL FF : 442.0' z
' 'f / 1 /1 % l �� / /'� : ` �, ' \ / : PORCHES/DECKS FF 441.T o
11 , / I / / /�---- r /- :
r. q' /ii� (/ % ��' v o T / �i TOP OF FOUNDATION 440.82' II. Lo
,' /'' �� // l's. I 7 rt--i--'- / i o , �. ______"___=,„___ 1 �'y q � GARAGE SLAB FF 440.16'
_ ,--- /; 7 / R . TOP OF FOUNDATION : 440.82'
1 X j%'i �' ' / �/ i ( :(� ____ I ) "* :• GRAVEL LEVEL 439.82'
/ / ) , i / �,- ;1.25 Acr6e. / l A\ i '\ 'I 1 )� - <c : EXCAVATE LEVEL : 439.49'
�..
/ /�4' \ ,-V ) / �/ /' g-h 0.> /I`\ (, c ): / / �/ `\\ q
, i•i ' ,, i l i ' Sri 1 �''�' �1i ' �; 0 MPERVIOUS SURFACES J®/ /ii -'' ' 1 / i i / iII ) <,� ® i /. rV�/�� / 1� i HOUSE : 2,6631„ X / l �q i / , i1 I GARAGE : 720 Q� / A % �� i/ \\V
i / �� ' /� 1 DRIVEWAY 1,979 J
/ I i r-, , 1i. V / / i .� •\�a `� 1 r F 'r r,.' WALKWAY 46 C9 m
,/ I /i ( /- 1 �' / / �� ��� �� ����'� ,:i i� '�',r ♦r / i' • PORCHES, STAIRS . 812
i/i / 1 1 \ i / i 1 1 •:, / l r', 11 Z ! I�I F—
SANITARY SEWER MANHOLE / \ ' J 1 \ i A` (' /♦ I ' / ,, AI O • L-I—I 1
i • ' I r v .• TOTAL 6,220
\\\
OP RIM ELEV.=456.05 �� /v �' �� i �� �� �� �� i `• ( i j ' /� Q �.•..
INVERT ELEV. = 449.84 / X/ ) r \1 1 .Q ` ` \k\\\\\
‘, \A\‘` 1 ♦( ( 1 �' •. C\I J
N 11
1 , 2 :\ : ' ( ( ‘) , ' A \Ir‘t --- . - ' , 1 N ,
/ 77 7 ,./ , I ,/ 67.4 / / \ \ \t\ler. ./Z/1 7) 4,, 0
7 .77 , 4• fl ,) I , ,) \ / / / , '\\VA* i f: .:( ( 1 ' --- •• < i_.'LLJ
V / / I i ,9' 8 § i ,0 *) 4) / ,) kVA,* // , . , I, , , ..,' ... Lu
I— 12L
cL
20 00 / i 654 ♦ y SITE DRAINAGE U
i
\a , //' j/ ' %' ,. '\, i 4., 1 / •:/ ,/IY / I ••• 0 0 0 =SILT FENCE J (�
/ 0C / OP ( ) 1 ( V f/ ' r\///� /� ' :l r /r/ l ��•• uuuuuuuuuu T _z
Lu
I / ^ / /, 1 r,, / / •. min,- FENCING n CD
UTILITY EASEMENT � T (' / 1 I i \ I •' �1 /• •/ ! •••• O
/
•
,'Z I i' i i' )I r' : ,- 1 TOPOGRAPHIC SURVEY
/p®FOR 0
N� •
� �I �' / / / / / ,, //ir /�__'' 1 j �,//�/�,��' ,� ® SClit Tr' LJIJPLL HART J
1 /' ;. , ;' AND WIFE
i , tie
/ K $• ' SUSAN LEPHAIRT
� •
/ / (/ i / I;' ,/ it II % / ♦ •//s59: •
Revisions:
r
LOT NO. 436, PHASE 1, SECTION 4, SHEET "A"
�' j 1 ' / ; / / / �; FOREST CREEK GOLF COURSE DEVELOPMENT Dawn by:
I T% ' •♦•• MCNEILL TOWNSHIP, MOORE COUNTY, LJC
600 // ' i .4 "IN" SOUTHERN PINES, NORTH CAROLINA Checked by:
/
' / : APPROXIMATE LINE OF •♦ JANUARY 24, 2021 —*— SCALE 1"=20'
/ / , i , WETLANDS AREA AS - ___
0. j DEPICTED ON THE MAP -,,a• OUT STEPHEN R. SHEFFIELD SC ASSOCIATES, P.A. Date:
' , ,' of RECORD DATED: OCT. 1996 1680 NC HWY. 5, SUITE NO. 170
• .• ABERDEEN, NORTH CAROLINA 07.24.2023
%' ••: ID 1 2I ID,
/ •i "OUT" •
LD1 . 1
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED AND AR i :
SUBJECT TO INTELLECTUAL PROPERTY LAWS.ALL PLANS HAVE BEEN PREPARED BY AND ARE THE SOLE PROPERTY OF, : .•
PERMIT/,
CAMINA DESIGN&CONSTRUCTION,INC. DRAWINGS
21.DWG

...
t 7) mosii",11 ‘1--- \
, \ \ GENERAL NOTES
\\\ R.
r aTiiiiillo. .111111: 11111:‹ (-,
,
/ MI 7111;441114/W1144 11117P441.- Al11111114111
..110•—• fli 'M lis - Ilk,,--A :*-• .011 4D
_IS Wo VA. 9TFA riiirkTik, --A . .4fillt
1
' '1 \\ \\\
k
'-7n \
, ...t.1
• 31, E,,,,,::::,lim,AEE,T,OE:TN,Rp.NELET:sH0AEATISB,RDLEE•ERRisswp,;ANIEcw:ANNT:oAroTN0NEDD:LOEACL AFL LA:c CODES,
EF SoLATESTACCORDANCE
2. THE CONTRACTOR SHALL REFER TO DIMENSIONS AND SHALL
4 ALL PARMION WALLS ARE TO BE 2x6(5 n CONSTRUCTION (.3
il
xr8
----
Nii 1I,l l ik AI‘mM.O E"mtr0ii:gi7i.p O4,17l11i1o.;..110\
___--- - ----- \
,
,
k
,
:
•
co 5. NUON LELOSSA DOS THSEHRA1LMLS EB ES APPLIED
TO SUSPENDED CEILINGS.)I . 6. THE CONTRACTOR SHALL PROV IDEBLOCKIEG,GROUNDS,ETC.
. . _ __-- - ;A\ • FORF1( REs,sH[LIANG,TRIAGPSUABOA:D,DEeKING,
I _ - \ \ PUmB1NtFTLRES,ET:.,WHERE:THEYARERE0UIRED.--___ 7 THEC0NA:i0RISREpoNsBLFORANDALLvERIFy
Zix. 72N:(2SI
4" Ili Iii` -0 . VI r\-->\441r •• %
\
,
, \
T.J0- ‘, •
•
• AND COORDINATE ALL DIMENSIONS AND DETAILS PRIOR TO
PRECEDING WITH ANY WORK.ANY DISCREPANCIES SHALL BE
BROUGHT TO ME ATTENTION OF THIS OFFICE IN WRITING
IMMEDIATELY. 0 -g
I CID 1---,1 1—‹ 1— —F c II
'' •
•
•
E
• 0 i
BENCH MARK / •
SANITARY SEWER MANHOLE % • DRAWING SCHEDULE
TOP RIM ELEV = 436.05 • D .°--'
NVERT ELEV - 428.28 \\ \'''d •
NAVD'88 •
• SHEET NO DESCRIPTION
n"
1 / 1\ •
• LD1.1 SITE DEVELOPMENT PLAN-TOPOGRAPHY
7
, .
, 11 \-;7• LD1 2 SITE DEVELOPMENT PLAN-TREES 1—
\ •
' 1\ . If LD1 3 EXISTING CONDITIONS
' ' •rt /7( 511 FOUNDATION PLAN Cl)
TIE LINE
' i
1 \\ •5'''.1/ 11 S21 MAIN LEVEL FLOOR JOISTS
s
' \ 0 N89'12'59"E f j— S22 DORMER AND ROOF STRUCTURAL
127 02'
,
• S41 ROOF TRUSS LAYOUT
, 41110 • •
, • • A21 MAIN LEVEL FLOOR PLAN
i
, •
'
, 7///7 7 •
• fe4 •
• A31 MAIN LEVEL DIMENSIONAL PLAN
' \ • oil' : A41 ROOF PLAN
1 .
I , A51 FRONT&RIGHT ELEVATIONS 0 0
k
it• Pep 1 A5 2 REAR 8/LEFT
1-2-1V
1 Q. j• A61 SECTIONS ELEVATIONS
1 7 XiI• ONO 11. • 41 0 ' 111,221%41 / A81 SCHEDULES
i
• E1.1 MAIN LEVEL ELECTRICAL
1
o , ,
7/7 ,
0 1 CEDAR HEDGE ROW %
JO' I7
•••
0- k Y1' -7-'
r 7 \ •:,,,,,,,, :' <
, , ,,,$ -,7• , .&.' 41 4" trti'41 : 7
u) , ,("'" ,,,7
77 ''' :
`Ii, Op, •: V 0
z 7
I / .40P40
•
—4,57- / relar •
•
7.-- z z \ oZto
I V ,,, ,..„ /9. ..4P' 4,4,,k1„.t.,__ > Cl) ,
--------.---
, . .;,,,
71. OA
1:
, z z ...,, ..., z
N.,-7,---©---- ----- ;-' '>i8. 11\
/', ,,,,, v V tx.„iv
7 I 7/
411,
k / -------0------•: •
•
1
k 7 /7 ./. 7 7)
7 ---- / * <-' ^ ___-------- /1----;c1,_.--/5%,..
I 7..., S
'‘' / MAIN LEVEL FF . 442.0'
'
1 z 7 -,7 r z el2T\ i I x
r z
711\ . .
z7 ----------©----- 'Yr '\_---.1
it 041
1 PORCHES/DECKS FF ' 441 7'
1 z rz, r
1 z
z , ..,,..AI.,_ 4- -V- I TOP OF FOUNDATION : 440.82'
‘....* :„ e•
II. u-°
, ,.., ", 7 7 • •-Nc• "
• oz,-N. :, •
,
, 7
."'"-- ,, ,:, , ---------0 4 ;-'
I
z 7 ••
, -,-- i ,,,m,„r 1,
GARAGE SLAB FF : 440.16'
t ,r' z I Ittl4tv -7/1 -- 435 ik-'1. 3' * *. /3\ ,0 i
,, 7 ,.......-% 7 • <5? ! TOP OF FOUNDATION : 440.82'
z r----_, .......-- ------0,---- ! ..... ,,,I V2' 4,618 Sq Feet y';.
'
i r.i I GRAVEL LEVEL : 439.82'
1 z r 0
t z .p-7 EXCAVATE LEVEL : 439.49'
, 7 /4:\
( -A. jib 1 25 Aci-os,s
*111 ,,,cC
1 z -7- \, 7 %-.1•4„4 , /7 X'*/
00011 •
' r ---• •
',
7 z r,.... 0 i •
, , „, 0
'Z' •
, 7 ,7 , •
, ,..7 ; 41", IMPERVIOUS SURFACES
,,, ,‘.
/
7' / / IliNt5 I HOUSE : 2,663
z 1 • ,,,, <
zz
z z 1 . i I • DRIVEWAY : 1,979 I 1 i _I
z IX \
'''. •, b.' ) 1 WALKWAY : 46 C_.) 0_ MI
zr zz z
400
PORCHES, STAIRS : 812
7 7
zz • cr) 1-- c3
67 ,k,:ik, , ••* TOTAL : 6,220 L_Li i: N1")
SANITARY SEWER MANHOLE V \/21\/ f-V!\ * \ i 41/41tS.,.-01\ %\, * • 1 r (--) CO LJ_
INVERT ELEV = 449 84
7/ ,/,/ ..• = CN _I
z ------0•---- 1 I.111$• •kf • •/ ) ..- Up Cr °
• , , L, (--.) CD
-71 /
/ 77
z 7
14,
' a" ' 47 1 LJ_J
% •-\---1.
1X4r, •• 1 PA. •••
****
NY I—
V V./
z,/ ••
-------.A .
. \ 6 i ''.• /• / 1__.--------?, 40 .01. ••
'-', /\ 0.t.A2
7 _*--:*--_ -0
• r,--- I .-,It, //. .1 ti•
•••• C3
/‘.
:\ j'77 7 C) -----
.]\ /k- 'N. •
2 0.0 0 7 o
r --- „.„--. 1 • ___„,„, d- =
---, ,
•* * 0
••* 0 0 0 =SILT FENCE
ET)
* 12/6' . ...•
••
/ 0 / •• -F ..
\ c ••
•• 'ss-H• n Lo o_ EL
, • ,
UTILITY EASEMENT (2/1 / * 1 1 ss‘s -3.,k . 01 A.4. i --
••• L_LJ '714 b-
._-- • .• /1' •
' V s •• _I
, ''' 1\/5\ s
t••• -------0-1-8-1C:PINE TREE W/SIZE NOTED
: s • • • Ilk 1 I—
/ s
/ 0
' ** * * • .".1 TOPOGRAPHIC SURVEY FOR / \
% \ '. . _1
, , s al 410 • S C lit Tr' LE P HART.
(-,9 =OAK TREE
, / tiS ' s
s
* •
i 1 ' .0., f, , 0 / ,di' .. elL14:
.
,
' ••.,,,....4,...., , ,
II. 1 .
. AND WIFE
, I ,
, •
18,k 07 EE127 EE * ' .--)0Ik--- I •'86'- • "Ai
1 1 .----..,, . • D'' SUSAN LEP HART .,, =HARDWOOD TREE
i , e4,i
1 •
• Revisions:
___.-ArI\ / * * /4I\ /6..\ :
• LOT NO. 436, PHASE 1, SECTION 4, SHEET "A"
\R25.00 z/
.... j FOREST CREEK GOLF COURSE DEVELOPMENT iiiiF=DOGWOOD TREE
\
/
* „/ * / Drawn by
, ••.,,,, .•
,..-
1 / 0
` -----_ ____----- i _it- MCNEILL TOWNSHIP, MOORE COUNTY,/ Ark LJC
s ••\
.— / ','s\
. -- .' 1 • SOUTHERN PINES, NORTH CAROLINA --= "=.-"0 =AREA LIGHT Checked by:
60.0 • • /
•\s, /r2\//
; APPROXIMATE LINE OF
WETLANDS AREA AS -------------------- ••
• JANUARY 24, 2021 —*— SCALE 1"=20'
,Z DEPICTED ON THE MAP -----i• "OUT" STEPHEN R. SHEFFIELD & ASSOCIATES, P.A. Date:
V OF RECORD DATED OCT. 1996 •
. • 1680 NC HWY. 5, SUITE NO. 170 --........,.. _....--
'--, • •• c,.,-,-,„_ IZTTEDADSPECIES HABITAT 07.24.2023
-_-- --'- ABERDEEN, NORTH CAROLINA CK ED WOODPECKER
RSO 00 ---___
fll- •
20' 10' 0' 20' 40' / \
0 . ...... I 11 11
5\ "OUT" •
• i
.•
•
: .•• ------ --<TREE TO BE REMOVED
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED AND AR • ••
SUBJECT TO INTELLECTUAL PROPERTY LAWS ALL PLANS HAVE BEEN PREPARED BY AND ARE THE SOLE PROPERTY 4, : PERMIT
CAMINA DESIGN&CONSTRUCTION,INC k • •.. DRAWINGS
, •
21 DWG s • ••
'

1
E
438 \
9
R \
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
= FENCE
-sf-sf-sf-sf-sf -sf—=SILT FENCE
\0 i8P­=PINE TREE W/ SIZE NOTED
1 = OAK TREE
= HARDWOOD TREE
DW = DOGWOOD TREE
j0� =AREA LIGHT
0eP 1 PROTECTED SPECIES HABTAT I
0 RED COCKADED WOODPECKER /
SANITARY SEWER MANHOLE�
TOP RIM ELEV. = 455.05Ti
INVERT ELEV. = 449.84 0
2000.
O
c
UTILITY EASEMENT
TIE LINE
A 55.91'
e 50.00' zt w
434
I certify that this map was drawn under my supervision from -actual survey
made under my supervision; that the bound.,ies not surveyed are indicated a
drawn from formation shown hereon; that the ratio of precision or positional
eae"'ay is 1/10,000+; and that this map meets the requirements of The
Standards of Practice far Land Surveying in North Carolina (21 NCAC 56. 1600).
Further:
I hereby certify that the premises shown & described hereon, do not lie
in a F.EM.A. designated 100 year flood plain area.
REFERENCE:
PLAT CAB. 6, SL. 510
MOORE COUNTY REGISTRY
ACREAGE DETERMINED
BY COORDINATE METHOD.
NOT INTENDED TO BE PREPARED
FOR RECORDATION IN ACCORDANCE
WITH G. S. 47-30 AS AMENDED.
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY CORPORATE LICENSE NO. C-1987
S. R. SHEFFIELD, PLS NO. 1365, ON JANUARY 24, 2021
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
DATE:
ART
N 4, SHEET "A"
E DEVELOPMENT
E COUNTY,
CAROLINA
LE 1"=20'
;IATES, P.A.
). 170
JNA
20' 10' 0' 20' 40'

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.
Zorn -_I ING �R- 200
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