SW6220703_Plansheet - Other_20220810

EXISTING a
INE STUM
SITE PP ❑
WITH NAIL
1/2" SRB �\
BRET ROgp N/F
ROAD MILLS FAMILY PROPERTIES, LLC
DB 3496, PG 751
joo I
z t ALAN EDWARD TYNDALL \ 4 „
DB 3801, PG 981 53 55
�\ o
56
PONDEROSA TRAIL 52 _ _ 1 I i 76 50 LEMON TREE �� /. ' /.•.` �✓ / i // ><(� � ` � � \
(SR1323) I R/W (PUBLIC CO RT
_& UTILITY ACC ES y90 - - r .7.`}••�•'\•�'•j / / /' I� LEGEND:
51 �R5�/ �i ��.' f '.`.`. `.r.1.'//� l W 1 2" o EIP 0 EIP-EXISTING IRON PIPE
NORTH �� I �i/ x 75 w r ��` %' •••�.'•� ,'�1 /� ��'�••`•••+•♦y`.`.:Pf ERB0 EIR-EXISTING IRON ROD
` I> �, ;•+• -� / C',�',�'. , ,••• sR60 ERB-EXISTING REBAR
1 J 50 / I 1� 1 82 �•.' '''' \ 1 / (/ ' ,:..' �; O SRB-SET REBAR
1 ) 1 / 59 58 I \ I w 1 81 1. .�.��;..�.`. \_ l i�" ) f `.`�'.`•'•�.�. �. N/F - NOW OR FORMERLY
VICINITY MAP , , , 00 1
80 .'/ / ''•'' . . 1 R/W - RIGHT OF WAY
NOT TO SCALE �� I 1� , ,i �i 1% : .: -
/ ' 1 a J 1 I / / : ,� •, , / / `• I RCP REINFORCED CONCRETE PIPE
{ ...
49 Iz ml 1 \ . �. .�.'."� � � � ••�' '„�' PROPERTY LINE
O - j t a 1 / ••- /� ����;•+ ♦; • ADJACENT PROPERTY LINE
60 I I I ` \,,�'.r. I j 3 j was �`RIGHT-OF-WAY
CD ` _ `_� ,'• \ �'••••�•,�: E SOS OVERHEAD UTILITY
ll 1 / .'�'�:•• .� N/F 5 i - - WETLANDS
%61
'l' • �- WILLIAMS C. SMITH &WIFE, O 2 PERMANENT EASEMENT
47 / \ �' J •t 83 / �\ V�, �Tr.�. ELIZABETH B. SMITH TREE LINE
j \ DB 735, PG 838
_ \�-'.: Oo / f�j '.'� �L• ` I � "' \ �� a l \ \� ) I� . :`•' 270 MAJOR CONTOUR
O 5 ❑ .• / 1 I J�/ .�.•�- .::�•• 278 MINOR CONTOUR
62 �. • `� / .��:.�.' it �..
❑ t CA9 � � � ,� r U/ I� I I • �, � /�' '� ` �• ��_ _\\' x 3o1.z5' SPOT ELEVATION
\ o \
1 t / '�. 46 ,� �/ � C� ` f ( \ N � \ 1 \ , :'�`.'' � � / ,'� .'•�.' I � BENCHMARK
®MAILBOX
•v l / 63 k' \ \\ \ \ r I �� 71 x°o )\ l ,��/�•••l:� ~ m mTRANSFORMER
/.` / �00 PIP
�� / ex° / l 'a J !(/ .' •�.+.`.'.'.'. J�:�/✓� �/���1 \ o • UTILITY POLE
0 00� _ �, •�• ±�• 45 /v V `` J o° oxo / J ��..Ji:'�. •• Q C GUY WIRE
64 11 \ o OQ
) .i" % J ���°•. `••���� ✓ 1 WV
❑T TELEPHONE PEDESTAL
\_ • / �2 OO \ 1\� ( •�+f : �..� � �f-`•'`�-• - J`'`-�f) �I (� D4 WATER VALVE
SC' \�_�' \ \ •��Q ` / x �'l• �e i� 7` �� >� 0
z FIRE HYDRANT
N 572,380.020 0 RAW<O ` 44 / �/ \ °' \'" .• .t.l .� 88 , / /,�\� `.i�r�, �• J ❑❑ WATER METER
E 1,960,394.139 1/2" (A F\ l •�• .'•' 9• % / 1 / ) { / J 1II
NC GRID NAD 83 EIP peClC FOR/�F �O/ 65 �1 ) 1 1 , / l " J. • �• r' I ®CATCH BASIN
(2011) Q43 \` �'g51 •'.+•�T/4 SHRUB
ACC sx \ \ 1 \ i `Z P -�� I J .� /� ASPHALT
42 F oo � \ ( (( ` 0
\��� 66��\ / I I (I ..�11� ✓ \� '. I OWETLANDS
ERB O EIP O 6 00 �`O 67 , �J^ so. .O� 90 �/`; ,•/• • • • l� �� l UNSUITABLE SOILS
O _ 40 39 '`off CD O t �P\� �/ �f'� �`\ �? `�'PROPOSED FIREHYDRANT
, , ,� �s, / _ 1 (���
'- 1 2"' - �8*00 1 I yak rA� � �� ❑PROPOSED WATER METER
1 16�i RB \���'LiO�` ' I (( I/ .'�r G� •CA7• •��l HPROPOSED WATER VALVE
ERB
sxoo '°o�Lj� �/ _ / (� : •'� � �f \1 .`` •PROPOSED BLOW OFF
O O 1/2„-- _, 1ERB 38 36 �/ /ox ��x\ G2i F�:��,•, •y / „.' \ I I2IPROPOSED TEE
1/2" ERB
34
1/2" ERB ,--� ' 1 2' �11+00
ERB -_--�� 13 i ` ��RB14
/
\ 15 \ 5/81, 0 5 8 37 \ / / �o 92 1��\���•+ �/ r , .`�`.
—� C_: 5/8„ \_j
ERB
ERB ERB
RS DRIVE�
OWE `� CA5 �`•. ..=.` . . x �� 1/ 'J :`v.`. �; '
SR 1,399(SPo 1Nug c R/W ERB'�•�• 1 ` = ✓ 1„
P /< J ( �'� ` ,✓: , i • \ \ 1, ia�+ �..�•j� ` ' / J� . .yl+ o EIP
1 \
SEE SHEET G-1.0 FOR HRW UTILITY NOTES
CAROLINA SEASONS 5/8„ _) % 11(J�/�i 5/8 i /,r J ',��° \ry \ ( Jl �/�•. +> j�y/���� _ 97 I �'/f��r��\_�_���1�- ,> / _
PHASE 2 SECTION 1 ERB �� ERB o —I — `\ �: �;�', •�� f • /4+r 1 / ` \
PB 2009, PG 96two
�((((/ .;.' �% / O o �_ !�1 �\ �\ 4,,',' '•'�•���/���i ) �•::�' )_/ I- / �'� J - - C�� r —
10
. )/
O ���� T T1EIP \\�� \\ O 1„ I I�
O w � /r��/ `ter \ \ �' ' ��V� � I �l1. �' �'� Cvul t •` �'` EIP
El
1/2"
' �l
\ \ / o ' / 5%��`� O J� 0 , N %„ / �c� 98 r -\
AZ
1' EIP c-,
(PINCHED) 1/2 _ �—� ; �,♦ / �Q114�1
SHHr
/ / N F /
k WILLIAM ARNOLD JOHNSON & WIFE,
/—
�� +00
30 _ — 7�/ oo \ y:/ �- o°/ / I
CAROLYN KAY JOHNSON
\\ \ / 93 / / DB 816, PG 976 /
5 INSIDE
B /��� �? `� / / / / / PB 1, PG 306 I
1" EIP %10 r / /
L o 100 l
\ � I
' EIP / / / SRB L�.� j`• p�+ll 1'II 1 i 00 0
❑ ,J 111 i 20 0 102 1
EIR ( �•,/ • `••�• \ • �\ N 571,140.312
N/F / / ��1 +� 1' , 1 8 SX� E 1,963,081.011
/ LEON UNDERWOOD III &WIFE, 1/2" / ' /' , ���,� �`', 1/2" °\� o NC GRID NAD 83
SAMANTHA UNDERWOOD SRB/ ��r ���-. NSI 17 0 (2011) '
DB 3855, PG 336 OO �� �. \ I� 6 1 1" EIP 1 ° 1/2
PB 2020, PG 206 x. J ) v� G��`-1041
EIP
_ w
( { SRB 16� o
�P /?x
14
1/2., ° h O�\� 11 O �eMMo ��1 ���� N/F
ERB N/F % { / / O El" O C 1
(, RFF` 0 1 IP\\�� DBE698 PGIL900
LS
CAROLINA SEASONS PROPERTY
OWNERS ASSOCIATION, INC. r ,� O Ty qC\\� L PB 1, PG 306
DB 947, PG 533 r �1 2"2",
F / /
% 0
WILLIAM COLEMAN OVERTON �I / 6 sx
N00
TRACT 2 OF 3 5+54. 6 5+00 13 r�C-4 1E/P O 00 EIP ` S %-
DB 3561, PG 73 �\x
TRACT 2 OF O o 1
DB 906, PG 850 \ ° 1/2" r�C-5 1 `o\ •
CA3
PC #E, SLIDE 2-B EIP o `/ r�C-3 N - Rx \1 I/
14 _-\ o �\ 103 I))�l S((( N/F
�••� `�l i >>i �'EiP r�C-6 I 3 �xo (Ir�ll 1 SAMMY D. THOMAS
o / 2" EIP 0 o\ \ r DB 3366, PG 626
(PINCHED) o0'p \\ \ ) / 1/2" PB 1, PG 306
T S
1CAROLINA SEASONS \ / 1/2"
/ „ ,- ,- �x 104 0
EIP \ C-7 SECTION ONE \ C-2 N 2 \°o \ CA2 EIP
SR13 o PC #E, SLIDE 85-C \ i J / O — o
IN /f o o s \Ilkl
1EIP 1OEIP '
1/2" _
GRAPHIC SCALE r'A-3 ` EIP
C!46p ,--,
150 0 75 150 300 600 r' �� (A-1 j CA1 i o
Know what's below. A-4 '
TBM
4D DISK #3
Call before you dig. O EIPN 570,310.618} O
E 1,962,910.417 5/8 1"
( IN FEET ELEV 354.26 ERB EIP
NC GRID NAD 83 O EIP
1 inch = 150 ft. /
Oo r\A-5 N(20AVD 1) SR 1323 (PONDEROSA TRAIL)
1DIP 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
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
1y\ CARO
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SEA
02
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REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
OVERALL
UTILITY PLAN
PIN:
9567-22-1421.000
9567-11-9495 ■ 000
9567-11-6329.000
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

N /F
GEORGE W. WILLIAMS & WIFE,
PHYLLIS S. WILLIAMS
DB 1292, PG 319
LOTS C2 & C-3 OF
PC #E, SLIDE 85—C
O
1" EIP
WITH NAIL
AT BASE
N /F
GEORGE W. WILLIAMS & WIFE,
PHYLLIS S. WILLIAMS
DB 1292, PG 319 \
LOTS C2 & C-3 OF
PC #E, SLIDE 85—C \
l\ A-1 ;
N /F
GEORGE W. WILLIAMS & WIFE,
PHYLLIS S. WILLIAMS
DB 3649, PG 240
PC #E, SLIDE 85—C
5/8"
ERB
O
SR 1323 (PONDEROSA TRAIL)
60' PUBLIC R/W
10'x5' UTILITY EASEMENT
-WATER LINE IS 3' OFF EDGE
OF PAVEMENT (MIN)
`16 ;
N /F
JEAN M. WILLS
DB 1698, PG 900
PB 1, PG 306
1& T
S&V /0+21.4 �
TIE TO EXISTING
WATER LINE
LEGEND:
EIP Oo EIP—EXISTING IRON PIPE
EIR Oo EIR—EXISTING IRON ROD
ERBO ERB—EXISTING REBAR
SRBO SRB—SET REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
m TRANSFORMER
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wv
M WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
0 WETLANDS
0 UNSUITABLE SOILS
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
11 PROPOSED TEE
N /F
SAMMY D. THOMAS
DB 3366, PG 626
PB 1, PG 306
1 /2„
EIP
I
EIP GRAPHIC SCALE
/ II 50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
1 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.4Dsitesolutions.com
�CARO �Z//
SS�..�L
SEA
02
.G I NE .•: ja���
z �O I I111\�
07-Z7-22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
UTILITY PLAN
PIN:
9567-11-9495 ■ 000
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 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-401

O
50
Soto/>1
0
I-
N /F
CAROLINA SEASONS PROPERTY
OWNERS ASSOCIATION, INC.
DB 947, PG 533
GRAPHIC
( IN FEET )
1 inch = 50 ft.
• �j�♦
y Y/ �S Y Y �J� W ♦� Oil
Tc
• �% / � NFL
• ' PIPE 4 ` / / w �� y y / ♦ �yEFT
/ C�
CLASS III RCP � a �� � i � �
N°v 2ss.00 CA7 ��W —� ��� �j— j
15'x20' UTILITY Ei
41
/0 1 I\ \7_�
� ,8f,
1 W \ W W W W/ � / W Wi � W I � I � \ � \ � 1 � \ � ✓//�� / 1
z jj
�\
1/2"
% SRB
41
�Y �Y 41 'Y 'Y 'Y 'Y 1Y 4 `�Y' • -
W W 41 W W W y y W W W�
W W W W W W W y y W W
W W W W W W W y W W W
W W W W W W W
W W W W W W W + I
W W W W W W W 41 'k 1I
W W W W W W y y \11
\Y \Y 41 1Y * ,1
WILLIAM CO EMAN OVERTON
TRACT 2 OF 3
DB 3561, PG 73 / I
TRACT 2 OF
DB 906, PG 850
PC #E, SLIDE 2-B v v 1 1 I
+ I
1 �-
v v v/ v + 1/2" 8" PLUG & TAP 2'
4 31
,
♦�\�♦��♦ iy���� S 5+b4.46
1
` ` s+oo
1 4+92.1
2" GV /
\\ a
2" BO
Y �J
I Y ire s 1
y y y SRB 11
.., I W
N
I y
�, 1
_1/2„
SRB
■
M
♦,T�HC/N
`\ S
F
♦ ♦ SyEFT
c,
�X\\� 3
571,140.312
963,081.011
GRID NAD 83
(2011)
I
\ INOV '337.70
pR
PIPE 3 \ Q
1 74% 1 A" \
N /F
AMBER MORRIS
& HUSBAND,
BRADLEY MORRIS
DB 2278, PG 349
PC #E, SLIDE 85-C ,
�C-5;
N /F
CARRIE JOHNSON
& HUSBAND,
ANTHONY L. JOHNSON
DB 2943, PG 40 ,
PC #E, SLIDE 85-C
C-6;
N /F
GEORGE W. CHRISTMAN & WIFE,
GERALDINE R. CHRISTMAN
DB 2511, PG 851
PC #E, SLIDE 85-C
�c-7;
N /F
JESSE J. PORTER & WIFE,
EVELYN T. PORTER
DB 2096, PG 245
PC #E, SLIDE 85-C
LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
- - RIGHT-OF-WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
[I]TRANSFORMER
pp UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
wV
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
0 WETLANDS
0 UNSUITABLE SOILS
,yiPROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
FTA PROPOSED TEE
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�CARO �Z//
� 2 40 SS 0.:-L
SEA
02
.G I NE .•: ja���
COTT
0 72"7-2.2
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
UTILITY PLAN
PIN:
9567-11-9495 ■ 000
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 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
1/2" 1/2"
EIP EIP
C-402

MATCH LINE- SEE SHEET C-4.6
P � �
LEGEND: ��� .,a � = = = = � = = = —
EIII* III /
(0EIP-EXISTING IRON PIPE �. w �w � /� /) \ \ \ ♦/ w I � w / I ( \ \' /
EiR Oo EIR-EXISTING IRON ROD
ERBw / /
O ERB-EXISTING REBAR w
sR60 SRB-SET REBAR .v w,IV
N/F -NOW OR FORMERLY
R/W -RIGHT OF WAY 14, v v / / — • \
RCP - REINFORCED CONCRETE PIPE ' / ��/ ,l + l
PROPERTY LINE + + + + ,♦ / / / \� ) /
ADJACENT PROPERTY LINE
- - RIGHT-OF-WAY i / W
OVERHEAD UTILITY 'k W W / y W W/ W /
WETLANDS / l .v w w i♦ // / � /- \ \ �
PERMANENT EASEMENT TREE LINE 30t� W / W W W W
CO T� I ♦ y 1p .p\ 41 w ♦� /� J / \
270 MAJOR CONTOUR p 2
I / `Y �
I I 1
278 MINOR CONTOUR V. tP
ILI
x 301.25' SPOT ELEVATION
t
ENCHMARKAILBOX
IFF] TRANSFORMER I �W w 'k w I - / �"
PP • UTILITY POLE / ' / ` W W 'kw 'k w
C• GUY WIRE ♦ /w U'k /
❑T TELEPHONE PEDESTAL 00 / i °' / I" 'k
N WATER VALVE a J �I ♦ \ W W W W w A
FIRE HYDRANT �°- i�� ►� ♦ l� 'k .v .v 'k L\
M WATER METER c� `G, (
U ♦ / w w \ ( r-- /41 t
® CATCH BASIN z
SHRUB �� / / / r CA7 ; /
ASPHALT �F, /�' W / w w , — -/ ,
WETLANDS �, / / w�� 'k, w l I / ♦ 'k I w
UNSUITABLE SOILS / \ I I ( / I / l l 'k 4, W W � � ♦ j
PROPOSED FIRE HYDRANT Z �\ Y Y w w w ♦ �W W
❑■ PROPOSED WATER METER F� / / = _ y .v .v k - —
H PROPOSED WATER VALVE 91 / I I ' \ ! i \�\ w w �i w .v / I / -\ \ 1 \
• PROPOSED BLOW OFF .� % ` I \ \ ( I w .� w v v v v 4f �� 'k I
F7-PROPOSED TEE \\ I I I \ / I y W , \ V 1 �- v v � 1
A 41F 'k
• • \ 8' GV
0 ,♦ 2 X ` 8"X8" TEE \ 1 \\ 1 I \ 1\ I26+85.5
l y
PO 17 N oo \,26+75.5 \ . 1 I I \ l \ \ ) I I �\ y / I
\ j -� W
INV 30�68 FH / \ \ \ �► w /w� w I / / W w w
9+4?..4 rL 1 92 � 4 IPO 8 \ ti6 6x�'S• ,\ \ N I I ♦ I� � , � w w / _ \41
� ) W W �� W
� INV 309.95 9+76.7 ( , I w �,
PIPE 5 8" GV \ ^ y `L II 1 I i w if w w w i \ /�•. ,� y w w 94.
45.57 LF ® S IV RCP
X \ ✓Of�15'x20' UTILITY EASEMENT I J / / / �*l ), � I / ♦ % - r
CLASS IV RCP I ,
/ , C x' — ?6,xO I I ! / / / ! / �Y J �Y �Y �Y �Y \ — / 1 �\ �Y �Y \ �Y + Y V
/w _ .vim w w w w41,
/ �Q) PO 7 \ .\\ \ \ \ \ \ \ �/ / ry .y Z /� mow. ♦ �j v v v v /// - , \ \ \\ W W Y \ .l'� W .�
INV 311.95 � �\\ \ \ � � � / y /� \ � / W ��� '�/ / r'i /Y Y W W W W � W , / /� � � , � ♦ W \W Y `� •l'� W� .�
1 ,
+/ \41
<)
.v ��.v CA5 .v v / ��1 , \ �, \ \ 1 I I \ , �r �ec\ C\ \ y I I ,� u u ` �v •v / �" J I I w �� u \��\
15'x20' UTILITY EASEMENT
PG / �/ / / �/'J l � 97 � •v w -� �+•` ��\w w � \ \� - _ �
�O \ \ �i I r /\�/ �\ /*
♦w y\ y W W �W /W ,/ ��GJ�� / \ ��26,X / / / 1 1\\ 1 \ 1 1 141
X13 •i / z I I W W v W %c1 Y / ♦ � Y Y_ v .v .v W \ I
W
Po s / Cl)N , I, I 1 I I I \ ` I \ \ I I ' �v / J y v .� -o;- v �� /r + .� \ 'k 'k CA6 v .v .v •v l /
' INV 311.00 h� 1 n, w I �\ 1 i I '\ ) \ / / / // v J n \ �—
W 4 O cn 'k �Y �Y �—
w A PIPE 6 45° BEND I �v w w w y I / / J /- I / 2" BO 2" GV - �'k w +
/ 56.62 LF ®8.12% 18" \ � � 23+J6.7 I I " 1 I I , I �/ 1 ` / / �/ / / �� / 5+59.7/ � . \- 1 \
/ , CLASS III RCP 22 \ o , /
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c WATER LINE IS 3' OFF EDGE
�\ �15'x20' UTILITY EASEMENT ' / ♦ / STREAM \ \\ 1
YYY � m , .y .� � � ' 'k�02 'kOF PAVEMENT (MIN) 3
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
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I
CP
1 1 45° BEND �•�� /w .t w �a� w w w �✓ �� /
22+22.8 0 J�v w
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41�
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f�14��
WILLIAM ARNOLD JOHNSON &WIFE,
CAROLYN KAY JOHNSON
DB 816, PG 976
PB1,PG306
■
sl e
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
y\ CARO �Z/,
SEA
02
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072"7-2.2
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
UTILITY PLAN
PIN:
9567-11-9495 ■ 000
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 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-4n3

♦ I ♦ ♦ MqT
c
,.Olk
•� , �" ti �'�E,
00
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10
LEGEND:
\ \ \
EIROEIP-EXISTING IRON PIPE
ERBO EIR-EXISTING IRON ROD W W W w—. W y \ l �\ sI
sReO ERB-EXISTING REBAR /40�O SRB-SET REBAR v .v �h �/ / �, � -�
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PROPERTY LINE \W W �q, ✓ / / �, \ \ / /
ADJACENT PROPERTY LINE
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OVERHEAD UTILITYW/—
WETLANDS �� SOU �� w—�\-� 1 �) /■ / / / \ \ \ \\ // / j��
PERMANENT EASEMENT CO�
TREE LINE T/
O 2 L W //
270 MAJOR CONTOUR
278 MINOR CONTOUR v /Q �� �� 1 / / / \ / ♦ // / V
x 301.25' SPOT ELEVATION
BENCHMARK Q % .�/� y ' J / W ," /
MB MAILBOX �� •' / c�,`�� //'�'
m TRANSFORMER 41 �1 / r �J�
1 )
PP • UTILITY POLE / /�/ W ���/
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SHRUB 00 —� 3 s .✓ .v\ /�j //� / // \�3
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= UNSUITABLE SOILS •\ I I �/ / /
,i, PROPOSED FIRE HYDRANT
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1 /2" /
✓- -
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WATER LINE IS 3' OFF EDGE x
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30'x20' UTILITY EASEMENT—' � X
INSIDE CO N• _ / // J /
1" EIP � x w � _ _ _ _ _ _ _ 15'x20' UTILITY EASEMENT
CA4CD
91
zo
C
/ / / / / SRB \
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Ire/
GRAPHIC SCALE N/F
LEON UNDERWOOD III & WIFE,�/
50 0 25 50 100 200 1
SAMANTHA UNDERWOOD
1/2',
DB 3855 PG 336 / SRB
PB
( IN FEET ) \ / / I IIR
/ / / � / ��
1 inch = 50 ft. , \\ / 1 /2„ /
/� SRB � j ��, / A,..,� l� i
■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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SEA
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072"7-2.2
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
UTILITY PLAN
PIN:
9567-11-9495 ■ 000
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 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-404

N 572,380.020
E 1,960,394.139
�NC GRID NAD 83
(2011)
\ 1 /2"
1 EIP
I
I /
1 /2"
- ERB
fl EIP,
I �
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ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
N/F - NOW OR FORMERLY
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RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
- - WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
m TRANSFORMER
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wV
N WATER VALVE
ZYYI FIRE HYDRANT
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® CATCH BASIN
SHRUB
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0 UNSUITABLE SOILS
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
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FTiPROPOSED TEE
GRAPHIC SCALE
50 0 25 50 100
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ING FLOWER
SR 1399 �SPo POBLIC R /W J/ I / �� /� �y'� /�
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CAROLINA SEASONS
PHASE 2 SECTION 1
PB 2009, PG 96
04
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PB 2009, PG 96
10
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PB 2009, PG 96 �1 y
1 /2„ \ l w
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(PINCHED)
site
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
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SEA
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.• G I NCTT
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072"7-2.2
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
UTILITY PLAN
PIN:
9567-11-9495 ■ 000
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 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-4m5

O 0N Rift
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FTIPROPOSED TEE
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
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4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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SEA
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0"7-2"7-.2.2
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
UTILITY PLAN
PIN:
9567-11-9495 ■ 000
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 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-4m6

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PROPERTY LINE
ADJACENT PROPERTY LINE
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PERMANENT EASEMENT
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270 MAJOR CONTOUR
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x 301.25' SPOT ELEVATION
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[I]TRANSFORMER
PP• UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wV
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ZYYI FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
ASPHALT
0 WETLANDS
UNSUITABLE SOILS
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
IS -(PROPOSED TEE
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
UTILITY PLAN
PIN:
9567-11-9495 ■ 000
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 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-407

i
PIPE 1
1 60.21 LF @ 1.66% 30"
x� / CLASS V RCP / r /
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PERSIMMON TREE DR
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 13+00
HIGH POINT STA = 9+05.89
PVI STA = 9+31.21
PVI ELEV = 348.47
A.D. _ —3.75%
K = 2 6.8 5
101' VC
LOW POINT ELEV = 342.42
LOW POINT STA = 11+80.36
PVI STA = 12+11.12
PVI ELEV = 340.58
A.D. = 8.16%
K = 24.42
199, VC
HIGH POINT ELEV = 343.83
HIGH POINT STA = 4+34.30
PVI STA = 3+18.19
PVI ELEV = 342.75
A.D. =-11.07%
K = 20.98
232' VC
o
LOW POINT ELEV = 320.91
LOW POINT STA = 1+09.13
PVI STA = 1+55.52
PVI ELEV = 323.23
A.D. = 7.00%
K = 13.25
93' VC-----
0,93%
, i
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50 0 25 50 100
( IN FEET )
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360
355
350
345
340
335
330
325
320
315
310
L0
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••
200
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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SEA
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COTT
I I111'6
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
PERSIMMON
TREE DR
PROFILE
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-500

WM1+57,2
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PERSIMMON TREE DR
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 13+00 TO 19+00
HIGH POINT ELEV = 349.51
HIGH POINT ELEV = 346.68
HIGH POINT STA = 14+31.83
PVI STA = 14+04.48
HIGH POINT STA = 15+66.41
PVI STA = 16+43.60
PVI ELEV =
_
A.D. —7.94%
=
K 20.00
PVI ELEV = 344.68
A.D. _ —6.90%
K=22.39
—
159' VC
154' VC
�----
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340
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N
M
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19+00
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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�2:0F SS0..�L
SEA
• 02
.• G I NE ••: ja���
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REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
PERSIMMON
TREE DR
PROFILE
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-501

\-\ �F CP
PIPE 4 \ \
pA' 18 95.38 LF @ 1.63% 66' \ I I I \
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HIGH POINT ELEV = 321.20
HIGH POINT STA = 24+97.43
PVI STA = 24+76.99
HIGH POINT ELEV = 319.72
PVI ELEV = 326.38
A.D. =-14.03%
HIGH POINT STA = 29+95.57
PVI STA = 29+52.20
K = 21.43
301' VC
PVI ELEV = 320.55
A.D. _ -7.06%
K = 20.67
00
0)
LOW POINT ELEV = 306.92
146' VC
N
M
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+
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�
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K = 21.97
�
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6(I
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384' VC
LOW POINT STA = 27+59.94
PVI STA = 27+55.60
cn
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A.D. = 11.69%
K = 20.00
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310
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19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
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
SEA
• 02
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
PERSIMMON
TREE DR
PROFILE
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-5N2

370
365
360
355
350
345
340
335
330
325
320
Vp zc" z z
151 ZO,
/00
C4 CA
N J POMEGRANATE CIRCLE N ° o�
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POMEGRANATE CIRCLE
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501 R/W (PUBLIC STREET) 11010*
ROADWAY PROFILE -0+50 TO 6+00
HIGH POINT ELEV = 353.35
HIGH POINT STA = 1+92.56
PVI STA = 2+66.59
PVI ELEV = 358.84
A.D. =—13.06%
K = 30.00
392' VC
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ROADWAY PROFILE -0+50 TO 6+00
ao SiT00100�
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HIGH POINT STA = 0+88.80
PVI STA = 1+64.16
PVI ELEV = 336.31
LO
N
A.D. = —5.02%
0
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K = 30.00
151' VC
II
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315
310
305
300
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
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
IICA UO
2 : pF SS O ..�L
SEA
• 02
IN•: '
' V//;, COTT
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
POMEGRANATE
& MAGNOLIA
PROFILES
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-5n3

355
350
345
340
335
330
325
320
315
310
305
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00
MAHOGANY CT.
S;TE so
501 R/W (PUBLIC STREET)
y
ROADWAY PROFILE -0+50 TO 10+00
P
2'
II
HIGH POINT ELEV = 345.66
HIGH POINT STA = 2+55.06
N
w
PVI STA = 3+67.52
PVI ELEV = 344.53
>
w
A.D. _ -8.00%
K=28.12
225' VC
1.00%
i
LOW POINT ELEV = 316.70
LOW POINT STA = 7+85.26
- -
\
PVI STA = 6+64.22
PVI ELEV = 317.83
N
A.D. = 8.07%
Q
K = 30.00
242' VC
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355 330
350 325
345 320
340 315
335 310
330 305
325 300
320 295
315 290
310 285
305 280
LEMON TREE CT.
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 3+00 N
0
U
Z
HIGH POINT ELEV = 308.42
HIGH POINT STA = 0+87.74
PVI STA = 1+73.17
PVI ELEV = 307.14
A.D. =-10.17%
K = 16.80
171' VC
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
330
325
320
315
310
305
300
295
290
285
3+00
200
o
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
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
MAHOGANY &
LEMON TREE
PROFILES
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-504

365
360
355
350
345
340
335
330
325
320
315
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ALDER DR.
° ° °rot 501 R/W (PUBLIC STREET)
�1 ROADWAY PROFILE —0+50 TO 14+00
HIGH POINT ELEV = 356.21
HIGH POINT STA = 6+70.65
PVI SjA—'t+76.58 _
PVI-ELEV = 365.22
A.D. =-18.01%
K = 22.20 \
/ 400' VC
LOW POINT ELEV = 335.80
LOW POINT STA = 2+69.40
PVI STA = 3+54.86
PVI ELEV = 336.76
A.D. = 7.89%
K = 21.66
171' VC
/
/
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\
0
LOW POINT ELEV = 324.42
LOW POINT STA = 11+94.76
PVI STA = 10+98.30
PVI ELEV = 326.71
A.D. = 6.62%
K=29.14
193' VC
7,12
LOW POINT ELEV = 334.72
LOW POINT STA = 1+56.30
PVI STA = 1+42.87
PVI ELEV = 334.38
A.D. = 3.14%
K = 30.00
94' VC
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
365
360
355
350
345
340
335
330
325
320
315
0)
14+00
200
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
,'tN IICA UO
SEA
• 02 ►
IN•:
'-"OTT
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
ALDER DR
PROFILE
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-5n5

350
345
340
335
330
325
320
315
310
305
300
0C
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00 I 90 00 00 00 � �
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50' R/W (PUBLIC STREET)
ROADWAY PROFILE 14+00 TO 21 +00
LOW POINT ELEV = 318.31
LOW POINT STA = 14+92.87
PVI STA = 14+72.82
PVI ELEV = 317.80
A.D. = 3.60%
K = 34.76
125' VC
HIGH POINT ELEV = 321.24
HIGH POINT STA = 17+67.11
PVI STA = 18+55.50
PVI ELEV = 322.49
A.D. =-10.08%
K = 23.18
234' VC
1.23%
— — —
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14+00
15+00
16+00
17+00
18+00
19+00
20+00
350
345
340
335
330
325
320
315
310
305
300
21 +00
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
�2:0F SS0..�L
SEA
• 02
.• G I NE ••: ja���
V//;, COTT
072"7-2.2
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
ALDER DR
PROFILE
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-5m6

340
335
330
325
320
315
310
305
300
295
290
F0 _ 1
Ox X 000 N
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501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 8+00
0
m WM1+41.2
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HIGH POINT ELEV = 321.47
HIGH POINT STA = 2+31.75
PVI STA = 2+60.88
PVI ELEV = 322.32
A.D. _ —4.82%
K = 33.73
163' VC
m
+LO
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1+00
2+00
3+00
4+00
5+00
6+00
7+00
340
335
330
325
320
315
310
305
300
295
290
M
QD
s,
Zm
NC GRID NAD 83 (2011) rn
0
Y
sN°
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
w ■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
r,�CARO
�2:pF SS0..�L
SEA
02
G IN .•: ja�`�
........
,OI
072"7-22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
VIRGINIA PINE
PROFILE
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-507

4D 3
�l
F
O
S
831�,,1 SaO
350
345
340
335
330
325
320
315
310
305
300
\ \ GIn
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1+00 ^
1+00MYRTLE OAK DRIVE
50' R/W (PUBLIC & UTILITY ACCESS)
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ROADWAY PROFILE -0+50 TO 8+50
/ o
7+c MYRTLE OAK DRIVE — W 1
50' R/W (PUBLIC & UTILITY ACCESS)
W _
W8 W8 I m
J
/ + JCD
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HIGH POINT ELEV = 362.78
HIGH POINT STA = 0+69.39
PVI STA = 1+49.39
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PVI ELEV = 360.35
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= 81.09
II
II II
II
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HIGH POINT ELEV = 353.32
HIGH POINT STA = 3+99.13
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PVI STA = 4+48.64
PVI ELEV = 352.83
A.D. _ -2.80%
00
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0 2.00502. 009,
\
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LOW POINT ELEV = 342.29
LOW POINT STA = 7+67.84
PVI STA = 7+17.83
PVI ELEV = 342.61
A.D. = 3.16%
p"0 �"� �+
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340
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GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
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
SEA
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Nil 111118�
U ^7- 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
MYRTLE OAK DR
PROFILE
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-508

■
350
345
340
335
330
325
320
315
310
305
300
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N
fro
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X
V L
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MYRTLE OAK DR
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 8+50 TO 14+50
HIGH POINT ELEV = 341.40
HIGH POINT STA = 9+07.30
PVI STA = 9+57.30
PVI ELEV = 341.09
A.D. _ -3.34%
K = 29.93
100, VC
HIGH POINT ELEV = 331.22
HIGH POINT STA = 12+05.52
PVI STA = 12+55.52
PVI ELEV = 329.23
A.D. = -5.02%
K = 19.91
100, VC
---------------
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FINISHED GRADE
NOTE:
1. 36" MINIMUM COVER TO TOP OF
WATER LINE
2. ALL STORM PIPE TO BE CLASS III
RCP UNLESS OTHERWISE NOTED.
00 m
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10+00
11 +00
12+00
13+00
14+00
350
345
340
335
330
325
320
315
310
305
300
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
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
.````��`►►CA O''''
SEA
02
.:•
''''1�O i nuex````
0 7 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
MYRTLE OAK DR
PROFILE
CLIENT
GALT LAND
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 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-5n9