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APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY.
CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT
MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM
TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT,
CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL.
SEE SHEET G-1.0 FOR UTILITY NOTES
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Know what's below.
Cal before you dig.
1 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax 1 910-426-5777 license number I C-2354
www.4Dsitesolutions.com
`IICARO
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U'7-12-22
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
OVERALL
UTILITY PLAN
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
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
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\ V! / W •Y 3'. '1'� W �L. W \W \ -- W W W W W - W Wsonno Ji � WJ W ` � W\ W W W � W . � �W � \ �I✓� W W � I � _.../ � � �� 1\ /�� � �\ W �� W W W / W /W � W /� / W � W D W W W � �V W W (/�
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-L.
ziiii
GRAPHIC SCALE \ J
25 50 100 200
Know what's below.
1 iIN FEET
nch = 50 )ft. C4.2 �� \ \ -� -� -�-' �'-= -'''�� ; - �f-r Cal before you dig.
SHEET KEY � �' ✓ �\ ~ ~� ` � �-.'-
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
■
site
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
CARo,����'
�-iz;i O` JJ O�q••�L
SEA
• 02
•• G I NE ••:/j�a���
U^7-18-22
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
DETAILED
UTILITY PLAN
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-401
LEGEND:
0 DOT DISK
EIP 00 EIP—EXISTING IRON PIPE
EIR 00 EIR—EXISTING IRON ROD
ERBO ERB—EXISTING REBAR
o COMPUTED POINT
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
— 30' — 30' — 30' VEGETATED BUFFER
x 301.25' SPOT ELEVATION
-O� BENCHMARK
PP UTILITY POLE
C• GUY WIRE
Wv
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
0 ASPHALT
WETLANDS
0 UNSUITABLE SOILS
= SURFACE WATER
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
* PROPOSED BALL VALVE
H PROPOSED WATER VALVE
A PROPOSED TAP SLEEVE AND VALVE
• PROPOSED BLOW OFF
F71 PROPOSED TEE
50 0
MATCH LINE— SEE SHEET C-4.3
1
r 10' UTILITY EASEMENT
1
j
ULLj
WI
cn
W
w
cn
w
f
4499.863
,920.914
NC
GRID NAD 83
1 1/2" (2011)
EIP WITH CAP
l� 2
2
N /F
PLATO M. WILLIAMS
DB 9316, PG 218
PB 144, PG 63
ZONING Al
o r I N
Cl)
W
l�
Q
z 1
0
it
z N /F /
THOMAS GARY PEMBERTON
DB 395, PG 231 /
PB 7, PG 26
ZONING Al /
1
1
GRAPHIC SCALE 1 /
25 50 100 200
Know what's below.
( IN FEET ) 1 / Cal before you dig.
1 inch = 50 ft. /
1 /
I /
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
� r D
v
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
�CARO �Z//
�2:pF SS0*..�L
SEA
• 02
.• G I WE ••: ja���
�O I I111'a
U7-/2-22
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
DETAILED
UTILITY PLAN
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-402
1
��i 100 >'F�
100 �
100
100 � 1po �
100 yr
1 too YF '00
1 100 YF �— too yp �— 100
LITTLE RIVER too vF��
too yF
o� r
LEGEND:
EiP Oo EIP-EXISTING IRON PIPE
EiR Oo EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
�\�� SO��T/ OVERHEAD UTILITY
0 - - WETLANDS
PERMANENT EASEMENT
N TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
* PROPOSED BALL VALVE
H PROPOSED WATER VALVE
A PROPOSED TAP SLEEVE AND VALVE
• PROPOSED BLOW OFF
FT -I PROPOSED TEE
— 30' — 30'— 30' VEGETATED BUFFER
\`�\ x sot.zs' SPOT ELEVATION
N BENCHMARK
o .
777� PP • UTILITY POLE
1 30 I 1p0 a W GUY WIRE
W W W W I �'OO o D4 WATER VALVE
W W I I M h 3p 30' 30 30 30 30 30. =o 7
-77 FIRE HYDRANT
v �- _ ` 30 z ❑❑ WATER METER
W W I 50' _ 30' ASPHALT
50'-50'-50'-50'-50'-50,_50 _ �30 _30 30/ti \� ^� ��� �� OWETLANDS
U / i W I b so so _ ( 30' 11� �I�+' 0. ��' , /( ,00 yF `— �� UNSUITABLE SOILS
w ■LLj� / / "Op 4 '� � so, \�° 1p0 1 0 SURFACE WATER
00
I W 1, / yp / 1pp yF \ 30' 30, 30 ~ �I00 _
LLJ` e�N��
(n / / b° 5p 50• — ^ 50, 3 _ 3p• �' / t� \ J 11
�• ftft"mop '
/ ��/.'�y'1� YF / h° 5 ' � 50' ` 50 \30, 30' 30, 3d — ` J01
30• 00
LLJZ 100 Y6p! /� 50' ` 5p' —� 30' 30. —� 30 \ 30'
�75
J/ / ` ✓ �50'��SO'�50' _30 —30'�
7
� 50'
5° O 7 100 YF I I
700
- ------ (D to, 00 1,00
'10,
SO. 100 YF
30,
- - - - - - - - - - - - - - - - 10' UTILITY E \� \ \30 \�
SO-
.0'
11+00 GODWIN GATE STREET 13+00 14+00
• / 10+p0 - 4 - I 50' R/W (PUBLIC & UTILITY ACCESS) - - T - - -�- _ 15+0� 9M \� JO•\ 9 9M 9M 9M I \ l
- - - - - - - 11 IL - - - / \ 20' UTILITY EASEMENT J
10' UTILITY EASEMENT FH - \ \ 9M 1 �x 1012+60.5 or'
15' UTILITY EASEMENT
LOTS 55 THRU 58 9,y1 \ \ ` \ N �• \ ��/�� °I / l , /S!
\ ` '8'�00 `. ` \ CA2 A
A �+.'1 ; -bd
60 59 58 `so. \30.�
103 1` 'OO SO b0 YF
�9Y, moo•
00 100
\ r
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9
►'
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13+00 14+00 1
4
47 48 /
10' UTILITY EASEMENT
- - - - - - - - - - I - - - - - -
_ VEGA LANE 17+00
50' R/W (PUBLIC & UTILITY ACCESS) I
10' UTILITY EASEMENT -
FH
17+18.6
1
1
I42 41 40 39
v
MATCH LINE— SEE SHEET C-4.2
18+00-
15' UTILITY EASEMENT �—
LOTS 38 & 37
38
50
i
If
37
\�
log
20' UTILITY EASEMENT\
LOT 54
Know what's below.
Call before you dig.
ti^
i oo 2„ BO
26+4 V / +68.1 -�
FH / 6" GV SSB•
20+82.6
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26+38.1
21+33.6
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26+28.1
/ o �o
cc
,
14 I
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50
c`
�_
100
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J
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fl
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I o`
GRAPHIC SCALE
I
/ 0 25 50 100 200
i i i i i
( IN FEET )
-( 1 inch = 50 ft.
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 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
��`IICARO �Z//
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2 : OF SS ..�L
SEA
02
•• G 1 NE .•: ja���
V//;, COTT I1111'6
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
DETAILED
UTILITY PLAN
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-4n3
Ld
N ( 1
I0a W
Lu
l (j) l 29 30
- / 0 U Ln
Z m
r-
o:
10' UTILITY EASEMENT
`O — — — — — —
6" GV
1 +22.0 I
9+00 COLLIER GATE STREET 11+ 6 27� 12+00 13+00
—� — 50' R/W (PUBLIC & UTILITY ACCESS) —I� —
/ W6 W6 W6
-- -- -- -- o — -- -- -- ---
$X�O / ��10'X10' 6 GV ± 611+17.2E
FH UTILITY EASEMENT 11+07.8 1+12.0
9+11.3
2" GV PLUG & TAP
♦ W2 ��� 8+91.3 W/2" WL 00-40
■ ■ ■ ♦ W` i
W W W W W W W W W W'W♦ `■ ■EEN#440* AN
W W� W W W J�� W �♦ 1 r ♦♦ �•
W W W W II � � � `♦ ♦
'l✓_ W W Air slalom,*,
COLLIER GATE STREET
0 2
O N
N 501 R/W (PUBLIC STREET)
ROADWAY PROFILE 7+50 TO 14+00
0
Z
0
U
Z
150
145
140
135
130
125
120
115
110
105
•k
10' UTILITY EASEMENT
HIGH POINT ELEV = 128.17
HIGH POINT STA = 11+18.12
PVI STA = 11+13.65
PVI ELEV = 128.30
A.D. _ —1.09%
K=91.48
100, VC
LOW POINT ELEV = 127.46
LOW POINT STA = 9+44.96
PVI STA = 9+49.19
PVI ELEV = 127.32
A.D.=1.10%
K = 91.08
100' VC
N
00
cO
N
u
�>
II
J
_
W
—0.501%
O°
0.60%
FINISHED GROUND
EXISTING GROUND
—
`
PIPE 3
44.00 LF ®
24" CLASS
0.57%
V RCP
36" MINIMUM COVER
2" SDR
21 WL
6" C900 PVC
WATERLINE
0
REDUCE
TO 2"
0
I
i
00
W
�0 F-N— N
x ± >n
to+ to U' N
x+ x +
10
cO
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00
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W
20 LF
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Q UNDER
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co (D
N N
N
00 00
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LO
CO
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t0
^ ^
N
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M
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c0
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00 c0
c0
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r7 r7
CO
N N
00
r7
c0
N N
r7
_ r
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N N
7+50 8+00
9+00
10+00
11+00
12+00
13+00
150
145
140
135
130
125
120
115
110
105
100
00
co
6
N
14+00
1~
w
w
T
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 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
`IICARO
�2:0F SS0.:�L
SEA
• 02
.• G I NE ••: ja���
�O I I111'a
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
COLLIER GATE
STREET
PROFILE
(7+50 T014+00)
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-500
i
I 31 32 33 34
>
z
m
10' UTILITY EASEMENT
C/) — — — — — — — — — —
> -- - -- -
W— 126
+ 00 15+00 16+00
0O—
' W6 W6 W6
m-- — -- -- ---
— — — — — — — — — — — — — —
M
M
n�
I
cn'
0
150
145
140
135
130
125
120
115
110
105
_ COLLIER GATE STREET 3+00
50' R/W (PUBLIC & UTILITY ACCESS)
- -- -- -- - W6 _ W6 �
L — — — — — — — — — — — --,— — -
10' UTILITY EASEMENT
19+00 20�
i
FH
20+01.5
COLLIER GATE STREET
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 14+00 TO 28+00
O
I
\ I C I \\
' C
1 W W G) (0> �
m
U)
10' UTILITY EASEMENT
25+00 2s+oo x��� _ COLLIER GATE STREET 9
50' R/W (PUBLIC & UTILITY ACCESS)
6 W6 - W6
-- --r,6f6,,J01 --x - — — —
— — — — — — — — — — — — �s 3 x x� �F 6��0
x2
8 \ `G0 \ \\
O
HIGH POINT ELEV = 126.53
HIGH POINT STA = 22+98.74
PVI STA = 23+32.25
PVI ELEV = 126.78
A.D. = -2.26%
K = 56.12
127' VC
LOW POINT ELEV = 124.56
LOW POINT STA = 18+89.45
PVI STA = 18+91.16
PVI ELEV = 124.43
A.D. = 1.03%
K = 97.03
100' VC
HIGH POINT ELEV = 124.69
HIGH POINT STA = 24+53.54
PVI STA = 25+13.54
PVI ELEV = 123.65
A.D. _ -3.37%
K = 35.57
120' VC
-0.50%
— —
—
0.53%
FINISHED GROUND
—
— — — —
--
----
— — — —
— — — — —
—
_----
— — --
----
PIPE 6—
@ 0.50%
V RCP
— — — — —
----
— — — —
EXISTING
GROUND
36"
MINIMUM COVER
50.00 LF
30" CLASS
\
6"
C900 PVC WATERLINE
I
I
+6
N
II
!n
0
7
II
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I
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N
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W/2" WL \
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00
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00
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r N
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01
150
145
140
135
130
125
120
115
110
105
100
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+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 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
CARO �//,
.0 Ss •.
SEA
I.• G I NE •.��J�`��
V//;, COTT
1111T'
v-742-z.2
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
COLLIER GATE
STREET
PROFILE
(14+00 TO 28+00)
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-501
i
/ I E \
r F E IE E E♦
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E l E E E
E E I E\ E E E E E E E ♦ ; \ 0
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\ E"F E E/ ESE \ E E 4E F \E\
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\ \ J E E E �\ F EJ 1 C. %/w�
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145
135
130
125
120
115
110
105
95
i
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= G`\ 1 Q \ `\ 9 \\ ♦ E E E E
E ♦ k O
E
-A \ r
O `� \
GODWIN GATE STREET
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 0+50 TO 14+00
10 >
'Ovlo y W y 'v� GATE STREET ss �-
�'r y �/ i c,ODWIN UTILITY ACCE )
�' y y� � � W (PUBLIC �
y 'v 50' R�
V y y y y_-
y W
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y
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UTILITY SEM
vA-
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N
II
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u
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W
LOW POINT ELEV = 116.79
LOW POINT STA = 4+58.39
PM STA = 3+83.39
PVI ELEV = 117.51
=
A.D. 3.25%
K = 46.08
150' VC
HIGH POINT ELEV = 115.34
HIGH POINT STA = 6+14.60
PVI STA = 6+64.60
PVI ELEV = 114.79
A.D. = -0.65% LOW POINT ELEV = 113.03
K = 153.38 LOW POINT STA = 8+03.44
100' VC PVI STA = 7+76.21
PVI ELEV = 112.83
A.D. = 2.27%
K = 44.06
100, VC
-2 009•
_ -
�4279
0
II
N
>
o
ui
+
i°
II
iN
HIGH POINT ELEV = 114.30
HIGH POINT STA = 10+80.65
PVI STA = 11+13.14
PVI ELEV = 114.57
A.D. _ -1.82%
K = 82.27
150' VC
0
L6
0
�
CO+
II
N
\
II
w
J
w
wl > N
—ON
x �
+
-1.74%
— —
LF @ 0.56%
V RCP
—0.95%
— —
PIPE 4
54.00
18" CLASS
__
36" MINIMUM COVER
� —
^ —
—
0.52%
FINISHED GROUND
GROUND
----
QQ
6" C900
PVC WATERLINE
�i
i
44.00
18"
PIPE 5
LF @ 0.57%
CLASS V RCP
i
�i
00
ui
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— —�
-------
��
LO
i
—
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a +
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to C9�
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CENTERED
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DI
rn
N
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cNO
00
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LO
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N co
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145
140
135
130
125
120
115
110
105
100
95
M
o0
O
0+50 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
>
H
C-i
F_
Im
1C/')
71
m
C/')
fTl
m
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax 910-426-5777 license number I C-2354
www.4Dsitesotutions.com
```N CARo �%
*FESS /0 •.• Zi,�i
• � SEA
02
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III full,
v�-18-z2
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
GODWIN GATE
STREET
PROFILE
(0+50 T014+00)
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779 0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-502
145
135
130
125
120
115
110
105
I10' UTILITY EASEMENT
15+0 116+p
O AA
N
�
T
15Lo S 155 THR�M58
U
LLJ
Ld
Cn1
57
w_
n
T
01
O
+1
a1 L
V)
w
z
17+0
�`�-
EASEMENT
20' UTILITY
\
00
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/ , V�v
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l M so, GO
l l \ Raw A)O�ZN
v /
55 EN\ �e<iCG'�TF
20' UTIUTY
LOT 54
/ �/ 0o �/
4 \ 26 F48,\ PLUG wLAP
1
6" GV
FH 21+23.6
\ 20+82•6
o /
/ o
o� \
GODWIN GATE STREET
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 14+00 TO 22+00
r266 38.1
J 21+33.6
GV 26+28 1
w/2
O
+
N
+
t�0
N
N
LOW POINT ELEV = 109.69
LOW POINT STA = 15+10.57
U)_
II
w
PVI STA = 14+60.57
PVI ELEV = 110.03
A.D. = 0.62%
K = 161.31
100' VC
LOW POINT ELEV = 107.92
LOW POINT STA = 17+84.44
PVI STA = 17+86.96
PVI ELEV = 107.79 —
A.D. = 1.49%
K = 44.57
66' VC
LOW POINT ELEV = 108.40
LOW POINT STA = 18+62.30
PVI STA = 19+06.92
PVI ELEV = 108.75
A.D. = 2.97%
_
K 89' 3VC 0
a
>
a
O°
i
2 00 •
FINISHED
----
GROUND
—
i
-0.69%
_
EXISTING GROUND
— —
80.00
30"
0.80.
— — —
PIPE 8A/B
LF ® 1.37%
CLASS V RCP
> N— w
+
M
x+
N
—
36" MINIMUM
COVER
NF-
a 0
U_ N
6
C900 PVC WATERLINE
�'
U
i
20 LF 6" DI
CENTERED
UNDER STORM
00
00
O 0
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Go
0 �
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7
Ln
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O
co
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
145
140
135
130
125
120
115
110
105
100
22+00
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax 1910-426-5777 License number I C-2354
www.4Dsitesotutions.com
�CARO �61,
� 2 40 SS 0 ..�L
SEA
02
G IN00,
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COT T
0-7-12-22
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
GODWIN GATE
STREET
PROFILE
(14+00 TO 22+00)
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-503
TBM
4D DISK #1
N 549,023.319
E 2,05i ' 827.427
ELEV 115.36
NC GRID ( N)D 83
N AVD 88
m
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0 U
p a
J
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W
I
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w
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6„
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0+43.0
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WATER 10'X10'
RECEIVIPIT
52 LF 12" STEEL CASING
6" DI TO BE
p1'
45 BENI
0 32.4
& 52 LF BORE
INSTALLED BY JACK &
II/
_ _ . �n nnl II
145
140
135
130
125
120
115
�L(
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8"
110
105
100
95
k�� W y y vi J y y
.DISK y y y y y y y y
♦ VOI
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10' UTILITY EASEMENT
00
--�--� — -50' R
8+00-22.5. BEND
BEND + 0 �� 1— 7 1 85.5 _ W6
44.9
22.5° W6 _
6+
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DISK W6 �-7+64.7
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/ y y y � y� y y
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15X40'
¢BORE PIT
f • y y y y IV y `� Zft f �/ l y (� y y y
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y ��
6" GV
0+58.8
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PC 7 PCSEMENT
y y y y y IV y y y y yl y y .�-.i � \/ ,— I I 1-).
y y y y y y ,y y y y y W y y y ,Y y y y y J, y y y //y y y y y\ �Ir/ y y W y : 0
' y W y y 1!/ _�� ��y y y �� I
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y y y y `V y y y�' \ I
•• �■ / •y y y y I! ,v y y y y y y y y y y y y/ y y y I y y �. \ I
y J y y y y
y y y y y y y y y y y y y y y\l y • ✓ I
Jr y y y y
y y y y y V y y IV [� y w ��
y / y IV
\yy yy. y yy\ �\y/ y/ '�yy yJ..��Vy\ •• //n711 I I
VEGA LANE
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 9+50
HIGH POINT ELEV = 118.47
HIGH POINT STA = 3+50.78
PVI STA = 3+50.48
PVI ELEV = 118.60
A.D. _ —1.00%
K = 100.37
100, VC
LOW POINT ELEV = 116.02
LOW POINT STA = 8+95.54
PVI STA = 8+95.74
PVI ELEV = 115.90
co
N
O
o�
A.D. = 0.99%
o+
to
100' VC
II
II
H
N
_
G_
J
W
FINISHED
GROUND
0.50%
----
36" MINIMUM COVER
-
----
-----
GROUND
-
— — — —
EXISTING
---
— —
64.00 LF ® PIP 2% 11 1.7
30" CLASS V RCP 1
)CATION
:XISTING l
WATER
MAIN
PVC WATERLINE
44.00
24"
PIPE 2
LF @ 0.587.
CLASS V RCP
6" C900
I
L0
Z W
N +—N
(0
Z
ui
+
N (p
P
s N
x
0
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M rl—Z W
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LF 6DI
CENTERED052
STORM
20
UNDER
°D,N
to
l z
Imo
+
06
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t00
LF
STEEL CASING
& 52 LF 6" DI
r
to
(n�
Q
2
t-
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L
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R
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00
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cD
r7
r�
(0
N
r-
O
N O
�
N O
O
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
145
140
135
130
125
120
115
110
105
100
95
9+00 9+50
50
GRAPHIC SCALE
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 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
.0 SS .. ♦♦i
40,
SEA
02
.• G I NE •.♦�J�!Z��
0-742-z.2
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
VEGA LANE
PROFILE
(-00+50 TO 9+50)
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-504
1 / o
I 10, UTILITY EASEMENT -
I — — - -
- 17+00
LANE ccEss)
Ln r I _ — ---
1 I UTILITY EASEMENT _ - - _ UTILITY-
10' 15+00 50 R/W (pUBL' & W6 _ _ -
17 1 I 14 — —4— 617-
W 00
—
cn, — — _ _ _ 6,. GV 6"X6" TEE 12+00 — W6 - - — — — — FH
4+92.9 10+76.6 I— W6 — — 17+18.6
LJ LLJ o — 4+82.66� GV _ -F _ - �— —
+ W6 _ 10' UTILITY EASEMENT
Cn
10+86.6 ---�_ — —
VEGA LANE 1N6
W (PUBLIC & UTILITY ACCESS) =
0' R/
o W6 CASEMENT
—
-�! � g" GV 10' UTILITY
+
6) ___� 6" GV
10+66.6 4+72.2 FH
Q 11 +13.6
w
z N 1
= 1 wQ I
1 Q rn
ca
� U I
'Ord \
y y
LO
145
140
135
130
125
120
115
110
105
100
95
O
i
VELA LANE
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 9+50 TO 23+00
NT
15' UTILITY LOTS 38E&E37
38
U
0,0
I `
I �
I I
I I�
�A�
`. qc
00
Y.
26 /
/ 1 c\1 /g�3
6" GV
. V 22+78.1
6" G
36 / 22+4V7 6''X6" TEE
I " ' 22+68.1
22+58.1 /
/ 13+12.96 \
HIGH POINT ELEV = 124.33
HIGH POINT STA = 21+46.31
PVI STA = 21+00.23
PVI ELEV = 123.24
A.D. _ -3.07%
K = 30.00
92' VC
r7
M
N
N
II
N
>
a
of
N
N
II
a
t-
N
>
a
`n
N
HIGH POINT ELEV = 117.51
HIGH POINT STA = 12+81.45
PVI STA = 12+82.09
PVI ELEV = 117.83
A.D. = -1.00%
K = 250.59
251' VC
II
>
w
W
LOW POINT ELEV = 114.92
LOW POINT STA = 18+65.72
PVI STA = 19+39.81
PVI ELEV = 114.51
A.D. = 5.95%
— K = 30.00
178' VC
00
— — — — —
—
— -
AL
R�%
0
— i —
— — — — —
o
0.50%
_ —
FINISHED GROUND
e
N
N
— —
EXISTING GROUND
_
_ _ _ _
— —
—
—
-0.50%
— —
W
Uj
t
\
— —
--�—
— — — —
— — — — —
— — — —
—
— — —
0
6" C900
PVC WATERLINE
----
PIPE
60.00 LF
30" CLASS
CON
10+
N
t0 N
7 A/B_
® 0.50%
VRCP-
i
i
of
of
u6
i
i
i
r
Q�
+
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I
w
�(
r
too -CENTERED
(moo
o_>
U)(0
Q
�
20 LF 6" DI
UNDER STORM
±
°
CO
+
CO
(0
—
n O
7 6K)
(O
N
r
N O
M
00 O
O)
co7
O
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to
N
00 N
O
to r>
O
cD
O
(0)
LO
wi
N O
07
r-
L6
wi
00
W co
Ln
N
ufl
o
NO
N
N
N
00 00
N n
N N
N Nn
N N
M
Ui
N N
145
140
135
130
125
120
115
110
105
••
95
9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+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 1910-426-5777 license number I G-2354
www.4Dsitesotutions.com
11C)R0
��� �•• SS •. ��i
ni�
SEA
02
COTT
0-742-z2
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
VEGA LANE
PROFILE
(9+50 TO 23+00)
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1784
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
J U LY 18, 2022
SHEET NUMBER
C-505