HomeMy WebLinkAboutSW6220602_Plansheet (C-4.0) - Other_20220810a
FLUSH AT BLOW OFF &
OBTAIN PASSING SAMPLE
PRIOR TO EXTENDING.
ECMEGEND: oo
\ EIP ® ECM —EXISTING CONCRETE MONUMENT a o �I 6'
x zoa.a�'SPOT ELEVATION v p �'�� o< 2\ I
EIS OO EIP-EXISTING IRON PIPE BENCHMARK o� y 0 1 �\ -3 �0 < 2 �� s \ rnorn� tt'� '� 0 6' y
O EIS -EXISTING IRON STAKE PP 0 2 \ I o��nyG� �_� %, < G
ERB •UTILITY POLE ���p� T ����o L J,a o' �y Q ss
O ERB—EXISTING REBAR C• GUY WIRE 6'rn �� rn w <�
SITE o COMPUTED POINT µ" / ��0 0�
D4 WATER VALVE 0 0 0 I
N/F - NOW OR FORMERLY o � b
FIRE HYDRANT OtAs , Q 0 mop 00 \�
R/W -RIGHT OF WAY WELL �� �' / a a I 12" GV
J 22.5° BEND tr` 4+87.4
PROPERTY LINE HARDWOOD TREE __ o 0+34.7 �.
a q B ADJACENT PROPERTY LINE PINE TREE CO ? oto 00 1+00 _ _ 2+00 3+00 _ 4+01 to _ 6+oo, J _ �+oo 8+
S Q CgRrFR RD - - RIGHT-OF-WAY ASPHALT w NC G NAD g` T _ ', - - -
RID
- — — — -SETBACK LINE 3 (201_1) SR 2011 (A.B. CARTER ROAD) 12" Gv
so STORM DRAINAGE 0 CONCRETE s O 0+15° 6BEND 60' R/W - PUBLIC STREET 5+07.4 9
WETLANDS
WATER LINE
s,p pEACEFUL FARM DR " UNSUITABLE SOILS 12' GV - - - - o - - --{o - - - - o
2p� // OVERHEAD UTILITY PROPOSED FIRE HYDRANT 0+01.6 00 `� ��
' -- WETLANDS yY° EXISTING I ti q I y
❑■ PROPOSED WATER METER 12" C900 PVC 2
PERMANENT EASEMENT PROPOSED BALL VALVE n �<
Z
r I O o I
NORTH X FENCE LINE I o G �< 2 I\ I I Z I �6'c^ o .o
~Tsv PROPOSED WATER VALVE m 1 6�/ y I � A. �\ o j°�
TREE LINE N PROPOSED TAP SLEEVE AND VALVE I D ��,��, ��'0" 0 2� oo s \� 1 W I _� its Z"01 I �oo� 2 Q
210 MAJOR CONTOUR 1 m i 0 1\ r Q
VICINITY MAP 1/2° 207 MINOR CONTOUR FZIPROPOSED TEEW OFF n p I �o0s� ��G��o2 j ��s��y��� �i I Z 1 o'avpyp2 mod' �cP
EIP I
NOT TO SCALE "PROPOSED 22.5° BEND o 0 Z
IIIIII PROPOSED PLUG I m 1 `srn rn �� ����v \ / o �nk � I M O'�d'p
k� PROPOSED REDUCER N/F C I 10 s 0� I 0 �� 1
I �o I
' SIDS MILL PROPERTIES, LLC rn
CD
TRACT 1 OF 1 INSET
- 2" BO 1DB 10080, PG 367 I I I
31+08.77 2" BV
k 31+05.6 SCALE:1" -100'
1 1/2"
29 ERB EIP
7BENDD
COD
+N/F oSIDS MILL PROPERTIES, LLC �TRACT 1 OF ♦ 26 00
DB 10080, PG 367 ♦ N +♦2" SDR 21 PVC 2"B 2l 42 43444749 50 I45° VERTICAL BEND � 53Ke 16+12.7 45° VERTICAL O
30 �
1 1/2" EIP
(PINCHED) —
N/F
GEORGE A. SINCLAIR & WIFE,
ELLEN G. SINCLAIR
DB 2363, PG 259
1 1/2"
EIP
—
o
1 1/2"
—--� EIP
I
N
I
CHAD LENTON STARLING
\
DB 10639, PG 594
1 1/2"
—
I
�
O EIP
o
P N/F
(PINCHED) CHAD L. STARLING /
\
DB 8981, PG 770
77
O 1 1/2"
EIP
/ \
/ \
ill O I
EIP
25 2" BV
`
34 2" BO I I
45° VERTICAL BEND
16+17.7
45° VERTICAL BEND
15+92.7
45° VERTICAL BEND
11+88.7
11+68.7
45° VERTICAL BEND
45° VERTICAL BEND
45° VERTICAL BEND
54
O 1 \
2+45.1 �
2" BV
I
11+63.7
6+91.2
O
EIP
28+46.4
8" PLUG & TAP 2' ♦
0_
�A.
1+32.0
FH
6" RJDI W 6" GV
/
45° VERTICAL BEND
15+87.7
45° VERTICAL BEND
8"X8" TEE
8" GV-0+13.0
1
6+71.2
1
\
/ 28+36.4
\
O
8" PLUG 38
16+84.7
11+93.7
10+39.5 10+29.5
45° VERTICAL BEND
6+96.2
VERTICAL BEND
_
0
FH
N
\
& TAP 2"
1+21.6
+
645* +66
55 N/F \
ro+
\ / `14 6" RJDI W/ 6" GV •
G7
22.5° BEND
PERCHERON PATH
o
JAMES OLIVER
/
28+17.1
•
o -_
0+61.8 -F
TICAL BEND
-
R/W -PUBLIC STREET-1s+oo
— I
15+00 14+00
I T�
13+00 12+00
� — I o
Vv
10+00�9+0o
C9�—I
JACKSON, JR.
DB 9292, PG 160
\ 1/2" 1" EIP
0
n
\gkoo�is+oc50'
0+36 0
_0803.0
—
ERB (PINCHED) / I 33 O 24 I 45° VERTICAL BEND ��
O
/ • 0+60.5 � O"o 45° VERTICA
45° VERTICAL BEND y ,0+30.8
/ a 0+55.7 8" GV g'X8" TEE
/ C 31 I 0+29.320+51.9
/ FH ox 0+21.1
♦• 5" RJDI W/ 6" GV oP�x 8" GV
/ DOLORES G. EVERHART / 32 21+06.6 ��" �s�s 20+60.4
DB 5347, PG 598
45° VERTICAL BEND
00 45° VERTICAL BEND 22+94.3
/ 23+15.5 45° VERTICAL BEND
"IAL BEND i'i
45° VERTICAL ,22+89.0 19
2Sx
O �O
s+oo 7+00 — 1
6+00 5+00
FH _ —
6" RJDI W/ 6"GV 8" C900 PVC �4xa� 45° VERTICAL BEND /
0+38.4 w 2+47.1
0X P 2O 45° VERTICAL BEND
02+42.1
8" PLUG O C)
& TAP 2" V 71
1,50.5 Z 0
a ♦ /
a 1O 45° VERTICAL BEND
2" B V % 1 „ 2+22.1
1+60.5 1 , 45° VERTICAL BEND
10 LLU O ♦w r'X 2+17.1 / PLUG & TAP
I
00 12" W/ 2' BO /21+99.0
I I ��� / ♦ Xo` 12" GV
QUO LO ; ♦ ti%� /21 +94.0
6H RJDI W/ 6"GV/
I I 20+05.8
4+00 00 12" GV
ECM I ! 9 M� / • k do 119+78.8/ f \2 i
N/F �� ♦ 8" GV O1
/ RANDALL ALLEN HALL, JR. ' 21 / ♦ �� 0+35.0 OP /
& WIFE, ` ` / o DOND STANLEY CHAVIS & WIFE,
BEVERLY G. HALL ♦ i x �, o, c / TEE KATHY L. CHAVIS
DB 2776, PG 469 I ♦ / ♦ o • • °� oo �� \\��0 0+25.0 TEE DB 5990, PG 893
20 / ♦ ��, 100^ 2" SDR 21 PVC a° 5 • ' GQS�"10 19+68.8 PB 99, PG 160
/EIP \ \
I / / q� / \ \
# IN x/ \ \
\/ \ / \ \
ECM WITH \ \ I , 2" BV 2" BO • • I ^x00 / \
1" EIP O ' I 5+09.9 5+05.5 I /
\ ` ' N/F (PINCHED) • I \ / ' /
� PEGGY JEAN ALLEN •
DB 5322, PG 315 I / / . \ • , / / N/F
PB 59, PG 60 / I / • • °/ / AM9GLENN 943N , PG 500
X DB
10
�` / • / / 44p N/F
GEORGE BARKSDALE TARRANT, III & WIFE,
I • / 10 KRISTY B. TARRANT
ECM / 1ERB • TRACT 1 OF o0 /
*. DB 9710, PG 817
\ / / 3/4„ �► / • / \
EIP
/ SIMPSON FARMS, LLC / N/F / • oo /
ECM TRACT 1 OF JONATHAN EVANS & WIFE, • / N/F
DB 9991, PG 830 / SUE McD. EVANS • I 1/2" / JAMES ARCHIE SMITH &WIFE,
ERB SHIRLEY M. SMITH
TRACT DB 10709, 2PGF111 0 ` . • / DB 4363, PG 632
/ 3/4"
EIP ` - - - - � • . / I M/ EIP
EVANS
\ \
� { / • \
JONATHAN EVANS &WIFE,
/ SUE McD. EVANS / \
` TRACT 1 OF
\ / / DB 10709, PG 111
• oo/ \
� / x
/ / o
ECM N/F ,
JONATHAN EVANS & WIFE, • / N/F
�3/4" SUE McD. EVANS 1" EIP O • / JAMES ARCHIE SMITH & WIFE,
ERB DB 2768, PG 213 (PINCHED) / / SHIRLEY M. SMITH
DB 2071, PG 501
o0
ECM /
FH • 1 ERB
® ` O / P N/F 9+41.2
(PINCHED) /CHRISTOPHER J. DAWSON & WIFE, oo/ \ GRAPHIC SCALE
TINA RENEE DAWSON IL
DB 7478, PG 866 • % 100 o so 100 200 400
\ PB 110, PG 91
I/ 8 \\ • \
Know what's below. /F
Call before you dig. / \
N/F o / �--. � ( IN FEET )
,JOHN CAMPBELL, JR. &WIFE, � � 2 �
ANNETTE T. CAMPBELL SEE INSET 1 inch = 100 ft.
\ DB 10314, PG 207 N/F
PB 116, PG 34 ISRAEL RAY JACKSON & WIFE,
/ \ SHELLY DARLENE JACKSON
ECM
DB 5748, 41, PG
722
PB 106, PG 41
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
lv/r i
L BEND
10' PWC UTILITY EASEMENT
18
17
16 15
14 13 12
I■
site
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
CARO
2 : OF SS 0 ..�L
SEA
02
G I NE •: ja���
COTT
U8 U"i-2z
REVISIONS
PROJECT NAME
TARRANT
ESTATES
SUBDIVISION
(ZERO LOT LINE)
UTILITY PLAN
PIN# 0465-16-6700
CLIENT
STOUT LAND
DEVELOPMENT,
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:
1827
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER