SW6220703_Plansheet - Proposed Drainage Area_20220810

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SITE \ EXISTING
PINE STUMP
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eRET RO / J �� \ \\� > f , MILLS FAMILY PROPERTIES, LLC
315 / / �— J DB 3496, PG 751
Li CNoNF
� ALAN EDWARD TYNDALL �\ ��� `\\� 1 \\\ �` �/ r Z� \� >
P� �\ DB 3801, PG 981 �318 �. 54 �` 1 1 i`���/ i 77 - /W)) � //j j I
�� 55 56 / 1 78 // //) I 1 11 ��-�-
PONDEROSA TRAIL �5 l Ill I II J 76 50, LEIIION TREE / • / �6 - /o. /`.`.`'� / l /)Ji�
(SR1323) L ��- �( / R/W (pl'_08 , COURT _ �� : Co.'
o
h r 3 \ () V3o`?�Y q�oo;ES;y /`i .♦�•.`,1. ��� o
�l �•' p/ EIPEGEND:
/•,-� 1 // / ,+ . ,�2" °o EIP-EXISTING IRON PIPE
NORTH I 1 I N W r / / .,• .`'`�i' / / �IEIP' EIR EIR-EXISTING IRON ROD
111 I ` I / •`'` tr ` 1k`� .`.` \ f /.. `��2�0+ `t+•+ SRBO ERB-EXISERB TING REBAR
1 50 I I o• p 82 81 \ �� '"�•�-� ,'N• ,;l �- -~ 'f •• O SRB-SET REBAR
VICINITY MAP �r w J 59 w O 1•.•�•�5:�:., .t�.•. t._,�++ — /
r l �\ / "o 80 1 �` • �� > ��/ / %/�1,1'.'�'+' V,•. . �. 1 N F -NOW OR FORMERLY
w 1>� \ 57 /I/ 74 a �� \ \ 10� O 1 �� , s -s / c .�. '..' 1 R/W - RIGHT OF WAY
NOT TO SCALE /� /M, \ 1 ,�� �,, . ,` +:- -
j ( r� l f , �, f �:,.,��` .•`+,`+ RCP REINFORCED CONCRETE PIPE
/ 49 / �,�/ I 7 /•". z m \ ) , .\ \ / /� / I/I a :• •,� PROPERTY LINE
/ l/ 1 60 � / l � ` / Q" y \� �- � / � •`� -- ADJACENT PROPERTY LINE
j r 48 / J I l \ 1� —! // 73 \ ((\C •.� `i / %' �L' , �' '.'. RIGHT-OF-WAY
l 1 C > • m �l I 84 \ •`,\ 1 (.1 .• ` j ` // OVERHEAD UTILITY
�_ I / 1 `\` I 1 I I �o I 1 l • i. \\\� moo �� / ,j ,'�.` �� �•' =�• �j+ N/F - - WETLANDS
�/ / N �.` •` I I .� \� {• a `• I•/•`•WILLIAMS C. SMITH &WIFE, PERMANENT EASEMENT
61 83 -� i.♦ •+�/ ` `..'+`.`L'.`/
WILLELIZABETH B. SMITH
�� � �`lJ47 i ) �� `• I \� ��, -•� DB 735, PG 838 TREE LINE
_ -� • O \ I �� CA8 \ I (\�� 2°+` ✓ �� •�` ••` `•���-` 270 MAJOR CONTOUR
\ - I \ \� 62 / r , O ,�'.1 .`. .•1 )'� O 3 ``30
cos \ 85 I l(S�"/ I J �1 1 1 f l I ( +<`` .\'..`� 278 MINOR CONTOUR
/ CA9 `\ - Y-/ �IS wRt� o 1 1 ( z s,0%••� 2, 0 \ \� JI) ,{ • I /) +�1 * \ x 301.25' SPOT ELEVATION
J, i•.`:`� ( / N/•.i l 46 �� \, Q/� 111 \� ����� / 1`` `•�` ��� \ \ 3�— 1;.. / lIl / ,:.'.'.' 1'BENCHMARK
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�, f�l ,� ,1 1 1 `-� � f J ` 71 320 � 315 \\ 1 r `�'.� , �j )J / , i /\ MAILBOX
� 63 ��� ��3, 1\J �' o i J J '(f / �" '�`�'I11.��0 mTRANSFORMER
�t '•'` w- �- I. p� \ �f+ 1 I/ ( % I �`• /✓ I •UTILITY POLE
3 \ w` j/ 1 J I \ 1 �> i� ,a\` `� 1 1 + \ 86 l l I/ /I ' �`- ./� ,I l % .�,`•`,`,`• • f S Z / 1� PP
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�s2o 1 '\ /1 / !' ` .Y //.7"•"•'"- -/•. ��i i,l \ \ C• GUY WIRE
all / T TELEPHONE PEDESTAL
='33`s � a48 3 64 \ \ (l • / / •'\\ '- �• - `- �) � \ Wv
N WATER VALVE
( l'/,�`
N 572,380.020 ) I AFIRE HYDRANT
(° / /W (/� / / � � Il Lu {{,, � , , 1 / l ` j .` , `, • � � \ o
E 1,960,394.139 1EIP� @ FRS / o 65 \ 1�T�` ,�'• + ` / O / j ,,�, r•�• J f \ WATER METER
NC GRID NAD 83 \ �, l,' , ��
(2011) / ��C `@ R� �� O�h 11��\�•`. // �� /.5��� (� I ® CATCH BASIN
- nG,,y 89 (//�� ✓/. f ) r��f r, % SHRUB
�' 42 ASS) yo \\)�\�� \s\ •'� �'� �J�":` / // J `�/.`.` `� J �%�l .' .' r� ✓ \� DASPHALT
1/2" 1/2" \ 41 �,�� 66 \� '� \ `�-.-` •1 - �Q/��. a�,\ )�I(� .J� r -��� I �! I��/ /��� ~ I I WETLANDS
ERB ° EIP` 40 l 39 5 ,� \� 67 1 1 69 1 O�'�� ���, A o� f� �`�/)� ,�; \
O O�� �\ 68� •„/, P�'g�% "J�� ' /•�S- / 2so I UNSUITABLE SOILS
2„ 16,; / I / J J 'ERe ���� \ o °l \ l l\V �� 33 A ��-'Li .��L`��'C. I ((� I r// G ," " CA7 {{{jjj� J ���
ERB �\ q w \ �� °� ( O 3j�\"� .�= �� `\(� �j , ,�= �•�
1ERe f 38 5�0 /) 36 / o I /- G ��� l`1 Wll/(I\ ��e,y 2 ,/2„ �� /34/ �3st` ( 91 ��/
ERB �— I���� VA 1.
/1ERB ERB \ r� —' 1 2 n� 3 l 1 \l/.'
14�B '� 35 ' �f���� F / �C t I
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15 � I `� - / I �_ -- � w `'� 5/ �� / 37 / / � �rr%- �� � _ ` C = `rJ / 92 �J
\ _ _ 5/ .. wS ERB a �� / / ^- / ✓ / j. g�6 0 1%\��\ S I L ` .•, 2�9,
I� RIVE, ERB 1 ' /�j� / ./ / /��/��✓ /�� j _ �� / %./� \\ I II' / (i�/ // // J II 1 �`/ h.� " \', ,mac 1I I
—iR�N�,FLOWER CA5 �,
SR13 O' PUBLIC �(l� ERB"1� /(1// (( .�:;.i_) �� i1C rl` ''��,'�r��" �- •. \ w 1 �% J �/ / 1,., ;�r� EIP
5 \ 1.` () !'' _ r>�/:� �\ -=� ✓ / � ��b//�` fir' \\ \� -� // / J�% ✓ \ \� \
/CAROLINA SEASONS•� `,s 8", r _��'-�< _
PHASE 2 SECTION 1 b/bERBr I �J�l�� e // �' ��� \�� 'l� 21 w \ 1` < //J 300 97
PB 2009, PG 96 ��
10
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✓ / �: ,, —'�.� ��\ %, -� , /, 22 , I �,,I (f (/ I ,����/r" , roe •:.,• \ J /f \'4�rj
EIP) �/ �1 7t
310�0�•. \ J�/ �j /�L i� \ r \ `\ I EIP 1
ERB 3
�338 23
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� \/ � ' — � � � /� � I � j p�P ,, 5 ' \ 24 J ��/����J - ' . III, / // . /•� / � ) %/�Q" \ . �.' � � \ \ � �%
/ ,,' EIP CoIf
/ (PINCHED) S� \ RB'_ ` �/� O� i !� -, �//� �S � > \1\\ 1`•`- JVf 14 \ \
99\`\ WILLIAM ARNOLD JOHNSON &WIFE
CAROLYN KAY JOHNSON
5/8" ERB J DB 816, PG 976
-� / �= � f
INSIDE 29 \ /\ �� /i/�� j /�j \ PB 1, PG 306 I I —
r' EIP 100
EIP `i/�� /� j/ 1/2 ��`• •' ��I 1 I( / 1 _ '� \� [I I / I SRB
1/2" SRB/ J f �` •` 19
/N F �l EIR // / r •---`• • • o� ` • ` 1 O� 18 \\ E 1,963,081.011
•-,•,• \ \ 11 NC GRID NAD 83
LEON UN ERWOOD III &WIFE, 2 /
SAM/1THA UNDERWOOD SRB/%<o ���� �'`�+ " ))`s s NSI�1�2„ v(2o11) `
/ gB 3855, PG 336 d \�`��/. .� �� / �n 1" EIP I \ EIP \ /
,PB 2020, PG 206 /,-
S1SR6' (� 16 �� �\ 3S7 �� \ —�I
l 10 A
M
2 N F O \ 15 �� 11 \ O `� �p�eG ON N /F
ERB / / - — , . . . .`.'N� ' O Ell —� 34 d- FF EIP ��� JEAN M. WILLS I
CAROLINA SEASONS PROPERTY i O
/ OWNERS ASSOCIATION, INC. �� \ h� \ 1 \ O n�/ryq R �\\\� �L��-== D PB61�8PG 306 0
/ DB 947, PG 533 :'.J. l I M \ F \\ ws\�
/ N/F Cl1Tr�. 3% �� I ° / _ o /C `Q
/ WILLIAM COLEMAN OVERTON
TRACT 2 OF 3 2 �� \� / r� \ '•1 ,/2„ i-- EIP—
/ DB 3561, PG 73 ;% `� �, 13 _ G4 ,� EIP
TRACT 2 OF /' , �- / / O
DB 906, PG 850 \ / 1 2' 'r 1
PC #E, SLIDE 2-B��, I \\� J f� / C-5 C-3 ;r \ 43�oCA3
/ 1 /
14
0/ _ _ \ �� SRB J \ 103 r 11J� i ( N/F1J1l1/2" EIP C 6 r� 1 �\ 3 1(1 SAMMY D. THOMAS
1T
/, 2" EIP
( ) ��1 ` / I DB 3366, PG 626
` / c PINCHED 3 � �1/2" PB/1, PG 306
f �/� \ EIP
CAROLINA SEASONS
%
�/ EIP rr C-7 SECTION ONE r�C-2 104 �� Elp"
RB--� PC #E, SLIDE 85-C \_� \ J // CA2 '
ft 1 J /2" ��� 330, 313 2 G
GRAPHIC SCALE I (A-3 EIP ���/ ( ✓ i
150 0 75 150 300 600 \ I A_1 i _ CA1
DTBM
ISK #3 \ 7 - / 0
4D
1 I 570,310.618 _ `
( IN FEET ) / EIP / \ — - E ELEV2354. 617 \ ER
N B r EIP
Know what's below. . ,A-52011)
\� INCNC GRID NAD 83 Z�_ - - - _ EIP`
1 inch = 150 ft
� r �
1/2" NAVD 88 —SR 1323 (PONDEROSA TRAIL)
Call before you dig. EIP / moo} _ _ _ _ 60' PUBLIC R/W
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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NCA O !/
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REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DRAINAGE AREA
PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-3nO