SW6220805_Plansheet C-4.0 - Other_20221019

I I
I I
I
STEWART MASON DRIVE
I N/F I
ITE *Ln I I BROOKIE SCOTT HOWARD,
0 I I BROOKS DOUGLAS HOWARD &,
TIMOTHY RAY HOWARD I
DB 3270, PG 28
SR 1711 BRINKLEY ROAD I PB 98, PG 125
I I
JOHNSON
BACK ROAD I 13/4" EIPWITH 1/2"
PP 1/2" ERB ERB
SR 171
NORTH
I ii I
VICINITY MAP N/F I \ , •
JOSEPH F. BYRD, JR
NOT TO SCALE DB 805, PG 259 I \
I '
APPROXIMATE LOCATION I I
OF EXISTING WATERLINE
EXISTING POWER UTILITIES
1/2" TO BE RELOCATED
I `2
N/F
BROOKS DOUGLAS HOWARD & WIFE,
CONNIE MOORE HOWARD
DB 1266, PG 516
PB 98, PG 125
O
I
I
I
I
I
I
I
1/2"
ERB
4
N/F
CARLOS CANALES & WIFE,
HARLYN CANALES
DB 2247, PG 928
PC F, SLIDE 717C
0
I
I
I
I
I
I
I
1/2"
ERB
0
( 6
N/F
MANUEL GARCIA JUNIOR
DB 1510, PG 287
PC F, SLIDE 717C
ERB _
— EPK
— 246
I
9+70.43 10+00 11+00 `
— 2�a 12+0p \ 15+78.3 —
TIE TO EXISTIIisv ` B0�
WATERL6 W6
6"X6'X2TEE n' 10' UTILITY EASEMENT
N/F12"JOSEPH FITZERALD BYRD, JR. 1,4
110+18.8
DB 1972, PG 679 I \ ` o 13j 00 1 8
6"X2" REDUCER 2+GV
I
LEGEND: TBM I 1/2" 10 F56.4 1/2 Q5 13+30.0
Ecs ERB ERB FH 2 — 14+06ALDERMAN COURT _ — 16+00 16+20.9,
O ECS-EXISTING COTTON SPINDLE 4D DISK #1 I 12+59.2 I 50' R/W (PUBLIC & UTILITY ACCESS) T
EIP N 585,284.691
(0 EIP-EXISTING IRON PIPE E 2,115,324.766 10+21.0 6" GV �� _ W2 W2 /
EIR Oo EIR-EXISTING IRON ROD ELEV 244.58 I / 2 GV 12+88.0
EPK INC GRID NAD 83 I � 13+39.4
O EPK-EXISTING PK NAIL 11.25' BEND 2" GV
ERB (2011) 1 10+39.7 I N — — — — —
sReO ERB-EXISTING REBAR NAVD 88 1/2„ I � r
ERB I
O SRB-SET REBAR a \
o COMPUTED POINT EPK
I
I
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1/2"
EIR
WN
L
N/F - NOW OR FORMERLY I
�� , 1 —
R/W - RIGHT OF WAY ��2 01 ' D
PROPERTY LINE N/F ij � I \
LATQSHA DIANE WILSON I _j 0
ADJACENT PROPERTY LINE DB 3996, PG 692 r 1 x J I
TIE LINE N/F I P 2021, PG 179 15 < a I I \
RIGHT-OF-WAY MARCUS ANTHONY TART & WIFE, , v 1
-SETBACK LINE ANGIE S. TART , MI I I 10 O \
DB 2093, PG 576 I I • �\\ \
SD STORM DRAINAGE Z , _0
// OVERHEAD UTILITY
❑ ❑ VINYL SPLIT RAIL FENCE
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
io �\
— 30'— 30'— 30' VEGETATED BUFFER
x 208.47'SPOT ELEVATION 1E/R Pa ERB
BENCHMARK I o
S-,GN SIGN
FMB 12+29.4
PP UTILITY POLE I Cl)
I I / 42" BO
C• GUY WIRE
FIRE HYDRANT I o
ASPHALT Cn
= UNSUITABLE SOILS I T 14
0 SURFACE WATER N/F ;p I
PROPOSED FIRE HYDRANT ROBERT LYNN WILLIAMS & WIFE, ' oo GD ,
❑■ PROPOSED WATER METER VICKIE C. YANDLE I p , I
H PROPOSED WATER VALVE \ DB 3938, PG 855 I Z
N PROPOSED TAP SLEEVE AND VALVE ,
• PROPOSED BLOW OFF \ I
IS -(PROPOSED TEE I O
"PROPOSED 22.5' BEND
"PROPOSED 11.25' BEND
10 PROPOSED REDUCER
I
1 I
12+32.8 __,
2" GV
13
0
(� 8 \1
N/F
DON L. AGNEW JR. & WIFE,
PAT M. AGNEW
DB 3373, PG 255
PC F, SLIDE 717C
1/2"
EIR
N 585,545.541
E 2,116,135.208
NC GRID NAD 83
(2011)
N/F
EUGENE B. GOMES,
MARTHA ROMANA GOMES,
JOSEPHINE GOMES &,
SOLOMAN GOMES
DB 2179, PG 561
SEE SHEET G-1.0 FOR UTILITY NOTES
I 12 30 3° 30
*SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE ' , I 3EIP 40 N 684,932.900
E 2,116,056,889
HOME OWNERS ASSOCIATION ("HOA"), PROPERTY OWNERS 30. I I i ��i23E I NC G(12D011)D 83
ASSOCIATION ( POA ), CONDOMINIUM OWNERS ASSOCIATION ( COA ), 0./ oII I
OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE
AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. SIDEWALK OR I I I
/ s I
STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED
BY HARNETT COUNTY/DEPARTMENT OF PUBLIC UTILITIES/HARNETT N/F ; I 0_- S°t&T
REGIONAL WATER OR ITS REPRESENTATIVES AGENTS OR ROBERT MICHAEL LEE & WIFE, ECS• o
' ' LINDA POINDEXTER LEE
CONTRACTORS, AS A RESULT OF REPAIR/MAINTENANCE OF THE DB 4072, PG 634 I I \� I
PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR ' I
REPAIRED BY THE HOA, POA, COA, OR ANY OTHER ASSOCIATION I ,
I
RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE 3 4J`\y 110- _ I
RESIDENTIAL COMMUNITY. I EIP ♦```•' \30 _�_�—�'—�'� �'—�'—�'—�'—�'—� 3° I 00
30'—30 —30 p
♦ 30' — 30• \ — Q
I - it
3 4"
♦ ����� _�—�� �� EIP I Z
o
3 4„
• I �P *APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER I
I
® OR SEWAGE TREATMENT CAPACITY. CURRENT/FUTURE CAPACITY I
N/F MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ROBERT MICHAEL LEE &WIFE, Q GRAPHIC SCALE
LINDA PTER LEE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM I
DB 407272, , PG 634 OR SEWER SYSTEM TO MEET FUTURE WATER AND SEWER 50 0 25 50 ,00
Know what's below.
Call before you dig. DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN
AND/OR FINAL PLAT APPROVAL I ( IN FEET >
1 inch = 50 ft.
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
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�CAROZ//
40
SEA
02
• G I NE •: ja���
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REVISIONS
PROJECT NAME
FAIRGROUND
FARMS
SUBDIVISION
UTILITY PLAN
PIN:
1518-55-7140.000
CLIENT
AGS LAND, LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1862
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
SEPTEMBER 15, 2022
SHEET NUMBER