SWG040139_Plansheet - Proposed Conditions_Site Plan_20220610

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37 L=
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DIF
WATER
MAIN
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114
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CONNECT
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AIN
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ER
RO
ND
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IST
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5+00
6+00
7+00
NOTES:
SURVEY NOTES:
1. ALL BENDS AND TEES SHALL HAVE REQUIRED
THRUST BLOCKING. SEE SHEET C-2.05 FOR DETAILS.
1. EXISTING CONDITIONS SURVEY WAS PREPARED BY GPI. SURVEY WAS
CONDUCTED ON MARCH 4, 2021.
2. HORIZONTAL AND VERTICAL DATUM CONTROL PROVIDED BY GPI
HORIZONTAL DATUM: LOCALIZED NC STATE PLANE COORDINATE
SYSTEM, NAD 83 (2011)
VERTICAL DATUM: NAVD 88
3. FLOODPLAIN INFORMATION TAKEN FROM FEMA MAP NUMBER
3710550500M DATED NOVEMBER 16, 2018
4. NO WETLANDS ARE PRESENT ON THIS SITE. SEE WETLAND DELINEATION
REPORT PREPARED BY RON JOHNSON OF ECS SOUTHEAST, LLP DATED
7/14/2021.
/
ST A 3 T 0 JA O14
PIN: CHARD ESTATES
PEACH ORCHARD ESTATES
HOMEOWNERS ASSN INC
� 1NE G�14
P.B. 70, P.G.2
PIN:550-593-1203
\
SEE SHEET C-2.05 FOR BLOW-UP
MAT F PIN:550-592-5978
OR
MICKENS TROY L
HEFT
F
S MICKENSP.B.0,
PIN: 550 592-4817
GAWELTERINA
D.B. 12325, P.G. 195 /
CAROLINA WATER SERVICE
INC7, NC
P.G.
E TH1S .B. 70, .G. 2
SE D.B. 13686, P.G. 316
POORMAN ERIN A WE /
P.B.70,P.G.2
D.B. 12197, P.G. 0213
OF TEAROYAL COURT
D.B. 14228, P.G. 145
I
PROP. 8" WATERMAIN
I
/
PIN:550-592-3844
\ JONES DAMES T
PIN:550-592-4817 PIN:550-592-4971 (MIN. 3' COVER) (2' INSIDE
GAWEL THOMAS B
P.B. 70, P.G. 2 I
D.B. 13705, P.G. 1
PROP. 8" WATERMAIN
CLOKES LESLIE
I EDGE OF PAVEMENT)
POORMAN ERIN A WE I CLOKES ELAINE K WE
P.B.70, P.G. 2 P B 70 P G 2 3
D.B. 14228, P.G. 145 D.B.12987,P.G.42 EXIST. WATER LINE (TYP)
�O
EXIST. PROPERTY
LINE (TYP)
MIN. 3COVER 1OFF BACK OF SIDEWALK
( ' ) (' )
/
PROP.8"x22.5° BEND EXIST. GRAVEL ACCESS
JP PIN:550-592 4971
/
EXIST. 5' PLANTING STRIP (TYP)
(STA. 1+75) , ROAD TO WWTP
OO
X CLOKES LESLIE
nj CLOKES ELAINE K WE
EXIST. 4' SIDEWALK (TYP)
PROP. Wx90° BEND
PROP. 8"x22.5° BEND PROP. CONCRETE DRIVEWAY SEE SHEET C-2.07 FOR
1+56) DETAIL. CONCRETE TO EXTEND TO EXIST. CHAIN GATE
,tom
-` P.B. 70, P.G. 2
D.B. 12987, P.G.42
EXIST. GRAVEL ACCESS ROAD.
(STA. <
�P
(STA. 0+41)
I
PROP. 8"x11.25' BEND = _ /
I s PROP. Wx90° BEND
G
!' 2
/
PROP. 8"x90° BEND
REMOVE EXIST. 8" MJ PLUG.
CONNECT NEW WATERMAIN
(STA. 1+45) (STA. 2+01) /
I
`V•O`C
!,
�c
-
p PROP. 8"x22.5°
BEND
/
(STA.6+69)
(STA. 0+37)
EXIST. 8" GATE VALVE
PROP. 8"x22.5° BEND EXIST. STORM DRAINAGE (TYP)
;�,
(STA. 1' �E oM
PROP. 8"x11.25° BEND j /
�
,t��-•'�•!'
w `V�
(STA. 3+27)
PROP. 8"x8"x3' TEE
(STA. 5+97)
PROP. 8" GATE VALVE
0
EXIST. WELL BUILDING
� J�
\ (STA.0+36)
(STA.1+22) / /
/ Gc
P
(STA. 5+87)
EXIST. WATER LINE (TYP) CO
EXIST. 37 LF OF 8" RJ DIP WATER MAIN
® �"��
�G,
\
U
W
(NOT IN SERVICE)
TEAROYAL COURT ==
EX. SSMH 438
PIN: 550-592-6941
EX. 12" RCP HOLLAND SAMUEL ANTHONY
v = _ „� HOLLAND REBECCA ANNE WF
P.B.P B 70 P.G.P G 2
�j�
!'V /
r 8
X8
_ \
�� �V\
0
cow
iV�g
o \
(50' PUBLIC RIW) (FUTURE
NCDOT MAINTAIN)
� II
L-71 —iv ss D.B. 14467, P.G.261
— S�
EXIST, RCP CULVERT
— S
ss SS — Ss —
gg �.- Ss Ss—�s
x
l
PROP. 6 LF OF 3" RJ DIP, 3"
RJ CAP, 2' TAP, 2 GV, AND
`, ,`�J�l'L•
EX. 12' PVC Pipe_ uJ EX. SSMH 437 �/ —
uw CO OM �'Co�\\
2" BO ASSEMBLY WITH
l'
EXIST. SANITARY SEWER (TYP) '
_
uw�— U UW N
PIN: 550-592-5978
MICKENS TROY L i
WALL BLOCKING TO
PROP. 8" WATERMAIN ALLOW FOR FUTURE
`V
an W�13rl /— @df
—��� EXIST. 2' VALLEY CURB
MICKENS CRISTINA WE
P.B. 70, P.G. 2
D.B. 13686, P.G.316
MIN. 3' COVER INSIDE
() (2'
WELL BUILDING
EDGE OF PAVEMENT) CONNECTION TO EXIST."'
`v
AND GUTTER (TYP)
EXIST. \ °
EXIST. 6"x6"x6" TAPPING SLEEVE AND VALVE
RIGHT-OF-WAY (TYP) W sn
WITH 6"x8" EXPANSION. EXIST. JUMPER
—
CONNECTION
EXIST. UNDERGROUND EXIST. GAS LINE (TYP)
(STA. 0+00)
ELECTRIC LINE (TYP)
' EXIST. UNDERGROUND
EXIST. WATER METER (TYP)
EXIST. FIRE HYDRANT
COMMUNICATIONS LINE (TYP)
I
EXIST. DRIVEWAY (TYP) I EXIST. SANITARY SEWER
CLEANOUT (TYP) PIN:550-592-6871
PIN: 550-592-2474 NILSON HOWARD L III
DHAKAL SHAILESH PIN: 550-592-5713 PIN: 550-592-5785 NILSON NICOLE L WE
PANGENI PUSHPA SPOUSE FORBES MICHAEL DAVID HAMILTON LAUREN W
EXIST. PROPERTY LINE (TYP) P.B. 70, P.G.2
P.B. 70, P.G. 2
FORBESTAYNAY WE JOHNSON KIMBERLY A SPOUSE D.B. 13322, P.G.299
D.B. 14461, P.G. 117
P.B. 70, P.G. 2 P.B. 70, P.G. 2
I
I
D.B. 12986, P.G. 301 D.B. 12694, P.G. 133
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
L.ndDesil.m.'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
C-2.03
C-2.02
C-2.01
SEAL
u EAL
050693 =
llPIII
05/06/2022
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE NORTH
VERT: 1 "=4'
HORZ: 1 "=40'
0 20' 40' 80'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
WATERMAIN PLAN AND
PROFILE
SHEET NUMBER
C-2.01
5/5/2022 11:28 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CDSHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"

630
630
0
z
U
620
GROUND
(TYP)
620
LL
EXIST.
CD
CN
04
LLI
CC
to
LL1
U)
cC
00
+
�
N
Q
610
CD
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610
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Ld
J
z
0
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0 jo
B
RAD
FE
-
I
E
NI
E
NE
n
5 9 0
1"
4'
ERTI
AL
590
6+00 7+00
8+00 9+00 1 0+00
1 1 +00 1 2+00
Q
NOTES:
1. ALL BENDS AND TEES SHALL HAVE REQUIRED
EXIST. WSACC SANITARY SEWER
THRUST BLOCKING.
SEE SHEET C-2.05 FOR DETAILS.
EXIST. COMMUNITY
>\ SS \
�� ENCROACHMENT AREA
co EX. SSMH 797
co
_� ss EX. SSMH 799 \ EXIST. COMMUNITY
PROP. 8"x22.5° BEND
�V Onj o ENCROACHMENT AREA
(STA.11+04)
PROP. 8"x45° BEND
(STA. 10+67)
cp
MINIMUM 10' SEPARATION BETWEEN
cp EXIST. SEWER AND PROP. WATERMAIN
N 1
EXIST. CAROLINA WATER
��C/
X N SERVICE SANITARY SEWER
EXIST.
WASTEWATER /
TREATMENT PLANT / /
00 \
N 1
\ PROP. 8" WATERMAIN
'� (MIN. 3' COVER) 10 00
(P
� \
X N
�
W _AIR C/ /
I,�' PIN:550-593-1203
�' / CAROLINA WATER SERVICE
V
Iy INC OF NC
k
x
I /
D.B. 12197, P.G.0213
EXIST. FENCE (TYP) PROP. 8"x45° BEND
—
N
(STA. 9+46)� /
EXIST. OVERHEAD X \
EXIST. UTILITY POLE (TYP) UTILITY (TYP) yl
�
EFF 11 X—
i N
E HE OVHE OVHE OVHE
VHIJ EO'H OVHE OVHE
Z�PROP.
OVHE OVHE _ -OVUE O E OVHE 9 fOVH�� Q
/
8"x22.5° BEND
(STA. 6+84)
—PROP. 8"x90° BEND
X -AA8�A
l (STA. 6+69)
17
co
A^ EXIST. STORM
7 n DRAINAGE (TYP)
o
EXIST. 30' UNION o
POWER EASEMENT N
MgTC LINE. STA
SEE SHEETH
PROP. 8"x45° BEND
EXIST. GRAVEL ACCESS ROAD. (STA. 8+70) N
C-2.01 FoR 6+69
CO
NTINUATION
� N
/
\
SURVEY NOTES:
PROP. 8" WATER LINE TO BE 25' OFF
OVERHEAD UTILITY LINE AND 10' PIN: 550-593-3038 )
OFF EXITING EASEMENT
1. EXISTING CONDITIONS SURVEY WAS PREPARED BY GPI. SURVEY WAS
PEACH ORCHARD ESTATES
(MIN. 3' DEEP) HOMEOWNERSG.2 INC
P.B. 70, P.G. 2
CONDUCTED ON MARCH 4, 2021.
2. HORIZONTAL AND VERTICAL DATUM CONTROL PROVIDED BY GPI
D.B. 12325, P.G. 195
I
HORIZONTAL DATUM: LOCALIZED NC STATE PLANE COORDINATE
;
SYSTEM, NAD 83 (2011)
VERTICAL DATUM: NAVD 88
I Yn
3. FLOODPLAIN INFORMATION TAKEN FROM FEMA MAP NUMBER
3710550500M DATED NOVEMBER 16, 2018
4. NO WETLANDS ARE PRESENT ON THIS SITE. SEE WETLAND DELINEATION
BEFORE YOU DIG!
REPORT PREPARED BY RON JOHNSON OF ECS SOUTHEAST, LLP DATED CALL 1-800-632-4949
N.C. ONE -CALL CENTER
7/14/2021.
IT'S THE LAW!
L.ndDesil.m.'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
{ C-2.03
C-2.01
SEAL
ffM
u VEJAL
050693 =
jllP W�
III
05/06/2022
���11111111////
CORPORATE
SEAL
0'
�/11111111\
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: 1 "=4'
HORZ: 1 "=40'
0 20' 40' 80'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
WATERMAIN PLAN AND
PROFILE
SHEET NUMBER
C-2.02
5/5/2022 11:28 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CDSHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"

610
610
W
Z
J
W
O
z
W
+
Y
AP
RO
IM
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0-Y
AR
LO
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EXIST.
GROUND
(TYP)
�
EL
VA
ION:
600.
0
N
301
x
3'W
14'
RECEI
ING
IT.
0
x
W
O
PI
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EN
GIN
ER.
600
600
O
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6"x6"
6"
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VA
VE
p
ITH
6
8
R
DU
ER
V
TA:
16
53
E.
1
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C
Pip
PROF.
20
F O
8"
LLJ
ANI
AR
SEWERPVIf
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Cad
2
27"
W
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M
590
p
N
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590
ITT-
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00
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4"
VC
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2
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VERTICAL
BEND:
"x4
580
VER
IC
L B
ND:
8"
45°
g
PC
00
DPE
PIP
ST
:
14+
3
580
STA
1
+7
c�i
ER
ICA
BEND:
8"x
5-
w
.
Ici
TA:
14
46
PI
. CO
TR
CT
R T
VERIFY
N
N
a
a
n
HUK
570
570
1 1 +00 1 2+00 1 3+00
1 4+00 1 5+00 1 6+00
1 7+00
EXIST. 6" WATER LINE Jai I
NOTES:
X Uj I
\
PROP. 6"x6"x6" TAPPING SLEEVE AND
\ VALVE WITH 6"x8" REDUCER
1. ALL BENDS AND TEES SHALL HAVE REQUIRED
THRUST BLOCKING. SEE SHEET C-2.05 FOR DETAILS.
PIN:550-583-8467
J
PIP CAROLINA WATER SERVICE
I
I (STA. 16+53)
INC OF NC
EXIST. EXIST. CAROLINA WATER D.B. 13669, P.G. 0151
WASTEWATER I SERVICE SANITARY SEWER PIP
/
I
TREATMENT PLANT \
EXIST. 500 YEAR FLOODPLAIN
PROP. 8"x90° BEND
It-IV,
PROP. WELL BUILDING #2.
I s�,
SEE SHEETS ###### C 3.03 (STA.16+34)
EXIST. COMMUNITYENCROACHMENTAREAFM
\� `Pm
\ �
EX. SSMH 800 f \
PROP. 10 LF OF 4" WATERMAIN PROP. 8"x8"x4" TEE
(TEE TO WELL BUILDING) (STA. 15+97)
y
EXIST. CAROLINA WATER p��
SERVICE SANITARY SEWER \
(MIN. 3' COVER)
PROP. 4" GATE VALVE
PROP. BUILDING DRAINAGE (TYP) PROP. 8"x11.25° BEND
(STA.15+46)
�
PIN:550-593-1203 EX. SSMH 801 �
\
\
CAROLINA WATER SERVICE X W
INC OF NC
D.B. 12197, P.G.0213 a U) EXIST. WWTP 1
/' \\ 0 \4 EFFLUENT LINE
IL
60' I
1p ,� \
1p
_
\ PIP\ / \
�
BRAIN �� X \I PROP. ANTI -SEEP COLLAR
uJ 1 (STA. 13+20)
____
S 00 \ \
PROP. 8"x22.5° BEND
\
(STA. 14+g0)
cn MINIMUM 10'
I
I I SEPARATION BETWEEN
RAIN PROP. 8" GATE VALVE _ is 1 EXIST. STORMWATER
EXIST. 500 YEAR FLOODPLAIN
(STA. 12+29) �s —L is is DISCHARGE AND
PROP.
PROP. 8"x90'BEN D - is WATERMAIN
S 1S
i \
MINIMUM 10' SEPARATION BETWEEN
o' o
EXIST. FENCE AND PROP. WATERMAIN o l'o
EXIST. FENCE (TYP)
/
EX. SSMH 864 i
\
c 2L PROP. WATERMAIN TO I
cn
\ BE INSTALLED UNDER/ I
EXIST. COMMUNITY
ENCROACHMENT AREA
I U
PROP. 8" WATERMAIN VIA I 1
PROP. 8"x45° BEND i
DIRECTIONAL DRILLING
(MIN. 3' COVER) W a
I
i EXIST. PROPERTY LINE TYP
(STA.14+32) (TYP)
x `�
w 1 I I
PROP. 8"x22.5° BEND (n X EXIST. TOP OF BANK (TYP)
(STA.11+04) LU
/
PROP. ANTI -SEEP COLLAR
(STA.14+07)
I
c \ EXIST. BOTTOM OF I
I BANK (TYP)
/
\
N cl) EXIST. CREEK
Mq x
CENTERLINE (TYP)
\
Tcy I I EXIST. 60' WSACC SANITARY
SEWER EASEMENTco co
��
EXIST. REGULATORY FLOODWAY
\
STcnEXIST. WSACC
�• ,1 SANITARY SEWER
Y-04 \
SURVEY NOTES:
SyFFr
1. EXISTING CONDITIONS SURVEY WAS PREPARED BY GPI. SURVEY WAS
L:
2 Q? EXIST.
REGULATORY FLOODWAY
CONDUCTED ON MARCH 4, 2021.
2. HORIZONTAL AND VERTICAL DATUM CONTROL PROVIDED BY GPI
F
O
R
HORIZONTAL DATUM: LOCALIZED NC STATE PLANE COORDINATE
coNT
SYSTEM, NAD 83 (2011)
VERTICAL DATUM: NAVD 88
3. FLOODPLAIN INFORMATION TAKEN FROM FEMA MAP NUMBER
%O •
3710550500M DATED NOVEMBER 16, 2018
4. NO WETLANDS ARE PRESENT ON THIS SITE. SEE WETLAND DELINEATION
BEFORE YOU DIG!
REPORT PREPARED BY RON JOHNSON OF ECS SOUTHEAST, LLP DATED
CALL 1-800-632-4949
7/14/2021.
N.C. ONE —CALL CENTER
IT'S THE LAW!
L.ndDesil.m.'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
C-2.03
C-2.01
SEAL
CARo''�%
/: 4,.• VEA-L
��
�
050693 =
W�
III
05/06/2022
���11111111////
v,OE SIGN /j,
CORPORATE
SEAL
OAT titi�
�/11111111\
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: 1 "=4'
HORZ: 1 "=40'
0 20' 40' 80'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
WATERMAIN PLAN AND
PROFILE
SHEET NUMBER
C-2-03
5/5/2022 11:28 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CDSHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"

PIN:550-592-3844
JONES JAMES T
P.B. 70, P.G. 2
D.B. 13705, P.G. 1
EXIST. DRIVEWAY (TYP)
PROP. 8"x90° BEND
(STA. 0+41)
I
REMOVE EXIST. 8" MJ PLUG.
CONNECT NEW WATERMAIN
(STA. 0+37)
ANTING STRIP (TYP)
I
3DEWALK (TYP)
LBOX (TYP)
--
- �
EX. SSMH 438 _
__
s SS SS
EXIST. 37 LF OF 8" RJ DIP WATER
MAIN PREVIOUSLY INSTALLED
UNDER TEAROYAL CT.
(NOT IN SERVICE)
SS S
PIN:550-592-4817
GAWELTHOMASB
POORMAN ERIN A WE
P.B. 70, P.G. 2
D.B. 14228, P.G. 145
EXIST. PROPERTY LINE (TYP)
EX16 1. 6" UA I E VALVE
(STA. 0+36)
EXIST. SANITARY SEWER (TYP)
-----------
-------------
UW UW
EXIST. 6" WATER LINE
EXIST. 6"x6"x6" TAPPING SLEEVE AND VALVE �i n
WITH 8"x6" EXPANSION. EXIST. JUMPER
CONNECTION
(STA. 0+00)
I EXIST. FIRE HYDRANT
EXIST. ELECTRICAL
BOX (TYP)
PIN:550-592-2474
DHAKAL SHAILESH
PANGENI PUSHPA SPOUSE
P.B. 70, P.G. 2
D.B. 14461, P.G. 117
PROP. 8" WATERMAIN
EXIST. RIGHT-OF-WAY (TYP) (MIN. 3' COVER) (1' OFFBACK OF SIDEWALK)
EXIST. SANITARY SEWER
CLEANOUT (TYP)
EXIST. ELECTRICAL
BOX (TYP)
U V,
U'W-
EXIST. WATER LINE (TYP)
CEXIST. GAS LINE (TYP)
S � SS —
S
EX. 12" PVC Pipe
------ U
U
W
EXIST. 2" WATER LINE
PIN:550-592-4971
CLOKES LESLIE
CLOKES ELAINE K WE
P.B. 70, P.G. 2
D.B. 12987, P.G. 42
EXIST. WATER LINE (TYP)
CONTRACTOR TO EXTEND EXIST. 4' CONCRETE -
SIDEWALK TO PROP. DRIVEWAY CONNECTION.
(±21 SF) (SEE SHEET C-2.07 FOR DETAIL)
PROP. 8"x22.5° BEND
(STA. 1 +75)
EXIST. UNDERGROUND
ELECTRIC LINE (TYP)
PROP. 8"x22.5° BEND v
(STA.1+56) ' 1
U
I _ A
PROP. 8"x11.25° BEND
(STA.1+4 _\
C O M ___--- - oc 0
7- UW—
EXIST. RIGHT-OF-WAY (TYP)
PIN:550-592-5713
FORBES MICHAEL DAVID
FORBES TAYNA Y WE
P.B. 70, P.G. 2
D.B. 12986, P.G. 301
EXIST. DRIVEWAY (TYP)
EXIST. 2' VALLEY CURB
AND GUTTER (TYP)
EXIST. 2' VALLEY CURB
AND GUTTER (TYP)
EXIST. MAILBOX (TYP)
---- Noon----
E-1-1. WATER METER (TYP)
— -------------------
EXIST. SANITARY SEWER
CLEANOUT (TYP)
PIN:550-592-5785
HAMILTON LAUREN W
JOHNSON KIMBERLY A SPOUSE
P.B. 70, P.G. 2
D.B. 12694, P.G. 133
PIN:550-592-5978
MICKENS TROY L
MICKENS CRISTINA WE
P.B. 70, P.G. 2
D.B.13686, P.G.316
PROP. 8" WATERMAIN
(2' INSIDE DRIVEWAY)
(MIN. 3' COVER)
EXIST. PROPERTY LINE (TYP)
I
PROP. CONCRETE DRIVEWAY. SEE SHEET C-2.07 FOR
DETAIL. CONCRETE TO EXTEND TO EXIST. CHAIN GATE
PROP. 8"x90° BEND
(STA. 2+01)
I
EXIST. WATER METER (TYP)
EXIST. UNDERGROUND
COMMUNICATIONS LINE (TYP) /
i�
EXIST. UNDERGROUND
ELECTRIC LINE (TYP)
EXIST. GAS LINE (TYP)
EXIST. 5' PLANTING STRIP (TYP)
- EXIST. 4' SIDEWALK (TYP)
EXIST. WATER METER (TYP)
EXIST. RIGHT-OF-WAY (TYP)
EXIST. ELECTRICAL
BOX (TYP)
PIN:550-592-6871
NILSON HOWARD L III
NILSON NICOLE L WE
P.B. 70, P.G. 2
D.B. 13322 , P.G. 299
EXIST. PROPERTY LINE (TYP)
NOTES:
1. ALL BENDS AND TEES SHALL HAVE REQUIRED
THRUST BLOCKING. SEE SHEET C-2.05 FOR DETAILS.
PIN:550-592-6941
HOLLAND SAMUEL ANTHONY
HOLLAND REBECCA ANNE WE
P.B. 70, P.G. 2
D.B. 14467, P.G. 261
L.LndDe '
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
\��\\IIIIIIIIII////
SEAL -
050693
IV G
�1IN
1
05/06/2022
\�\111111111/�7
CORPORATE
SEAL
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: N/A
HORZ: 1 "=10'
t
0 5' 10, 20'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
WATERMAIN PLAN -
TEAROYAL COURT
5/5/2022 11:28 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
SHEET NUMBER
C-2.04

— CONCRETE THRUST BLOCK
(SEE DETAIL FOR DIMENSIONS)
5/8" 0 THREADED ROD
(GALVANIZED OR
BITUMINOUS COATED)
2" PLUG TO
/-- STANDARD BLOW —OFF
ni AKi
WORD "WATER" CAST IN TOP (TYP)
BROOKS® PRE —CAST CONCRETET
VALVE BOX COLLAR
Ir
m
STANDARD CASTIRON
WATER P (TYPICAL)
BOX
z
TRACER WIRE "LOOPED" UP INSIDE
COLLAR FOR LOCATING WATER MAIN --\
2" GALVANIZED PIPE
2" GATE VALVE W/
2" SQ. OPERATING NU
(LEFT HAND OPEN)
I I I
� � r
I
2" GALVANIZED PIPE
7I I
_..L ------ iL___
—
I
I
I
I
- J
2" ELBOW
2" COUPLING
CENTER PIPE IN BOX
4"0 OR LARGER
WATER MAIN
W
ELBOW
ATE VALVE W/PROVIDE BLOCK SUPPO. OPERATING NUT
TO SOLID GROUND (LEFT HAND OPEN)
ELEVATION
SELECT MATERIAL
COMPACTED IN 6" LIFTS
SELECT MATERIAL
COMPACTED IN 3" LIFTS
UNDISTURBED EARTH OR ROCK
SHEETED OPEN
TRENCH TRENCH
12 GAGE
WIRE SE(
NOTE:
BELL HOLES NOT SHOWN
NOTES:
STANDARD EXCAVATION
1. CROSSING A WATER MAIN OVER A SEWER;
WHENEVER IT IS NECESSARY FOR A WATER
MAIN TO CROSS OVER A SEWER, THE WATER
MAIN SHALL BE LAID AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS
SHEETED OPEN
AT LEAST 18" ABOVE THE TOP OF THE SEWER,
TRENCH TRENCH
/
UNLESS LOCAL CONDITIONS OR BARRIERS
12 GAGE COPPER TRACER PREVENT AN 18 INCH VERTICAL SEPARATION; IN
WIRE SECURED TO PIPE
WHICH CASE BOTH THE WATER MAIN AND SEWER
SHALL BE CONSTRUCTED OF FERROUS MATERIALS
SELECT MATERIAL
I
hko'l\
AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10
COMPACTED IN 6" LIFTS
I-
FEET ON EACH SIDE OF THE POINT OF CROSSING.
—I
-I 24 MAX. 12 MAX _I
II 12 MIN. 6" MIN. III-
2. CROSSING A WATER MAIN UNDER A SEWER;
—I -I
WHENEVER IT IS NECESSARY FOR A WATER MAIN
IA-II
TEIN
I III-
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
COMSELECT PACTED LIFTS
II D\P II I III
AND THE SEWER SHALL BE CONSTRUCTED OF
:I I II
I II I
E-I
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
1—III
z
TO WATER MAIN STANDARDS FOR A DISTANCE OF
-III-I-_-_-III
10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
—I
I —III —I I -I I -III -I I-, I -III -III -I I
A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
�I�I-III
III-
�II., I�I �I�IIi �II-III-I�IIIIIIIIIIIII
NOTE:
AT THE POINT OF CROSSING.
UNDISTURBED EARTH OR ROCK
BELL HOLES NOT SHOWN
STANDARD EXCAVATION
NOTE:
MINIMUM 30" COVER IN PIEDMONT AND COASTAL AREAS
MINIMUM 40" COVER IN MOUNTAIN AREA
D.I.P. TO BE USED IF LESS THAN MINIMUM COVER
PLAN
UNDISTURBED EARTH
)NCRETE THRUST BLOC
BEND
K�P►[y:T���rli��� 3[iZ�P.I
UNDISTURBED EARTH
ELEVATION
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1 /4° BEND
22 1 /2° BEND
45° BEND
90° BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
194
1 80
42
40
58
80
108
11081
92
48
46
66
90
124
11241
104
THRUST BLOCKS - DIMENSION "A"
2'-0" X 2'-0"
CONCRETE
PROTECTOR RING
SEE NOTE 1
4
EDGE OF PAVEMENT
7,\2-PIECE
TYPE
ALVE BOX PER
PECIFICATION
FOR VALVE
TRACER WIRE
WATER VALVE
3'-0" MIN
NOTE:
1. USE PROTECTION RING IN SHOULDER OF ROAD.
VALVE BOX INSTALLATION
REVISION DATE BY CHKD
N0.
FILE NAME: DATE:
A
Ml A K I
l�P►1�76�19:a 3��»1:i�71
CONCRETE THRUST BLOCK
CONCRETE THRUST BLOCK liI—III—II�i �=III—III—III-III-
LI 11=1 11=1 I I=_1 11=1 11=1 I I I �I 1I-
`o °
ARGER L RGER O O
N
I� 0
III —II �'.•''� .' � e '•�•e:e ". II�II�
TEE I 1=1I I e : <:. • e ..' e `,. • .• . e . 1=1 I1=
111—
il=1=—L=1I-
y l 1-1111 � llll, i III—III-1 I I I IIII I I I I �I I
UNDISTURBED EARTH
ELEVATION
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1/4' BEND
22 1/2• BEND
45" BEND
90• BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
1 42
58
78
78
66
36
1 36
1 50
70
94
94
80
42
1 40
1 58
80
108
108
92
48
1 46
1 66
90
124
124
104
THRUST BLOCKS - DIMENSION "A"
FIX=
IfA
•
NATER
v1AIN MF
M�
SAN ITARY
SEWER
MAIN
2'-0>
;ANITARY
SEWER
MAI N
MIN
SAN ITARY
SEWER
MAI N
'AN ITARY
SEWER
MAIN
z
03 SANITARY
SEWER MAI
(OVER)
DUCTILE IRON
WATER MAIN
NOTE:
WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER MAIN, BUT WITH LESS THAN 18"
CLEARANCE, OR WHEN THE SANITARY SEWER MAIN IS ABOVE THE WATER MAIN, BOTH THE
WATER MAIN AND THE SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON
PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL
DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE OF
THE CROSSING.
RENIOSION DATE BY CHKD
RELATION OF
WATER MAINS TO
SANITARY SEWER MAINS
FILE NAME: DATE: -
L.LndDe '
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CARS
SEAL —
050693
'i� ''�.NGIN EF-�•��\
W. S,
///1111111\\
05/06/2022
CORPORATE
:SEAL.-**
//1111110
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
NATER
v1AIN MF
M�
SAN ITARY
SEWER
MAIN
2'-0>
;ANITARY
SEWER
MAI N
MIN
SAN ITARY
SEWER
MAI N
'AN ITARY
SEWER
MAIN
z
03 SANITARY
SEWER MAI
(OVER)
DUCTILE IRON
WATER MAIN
NOTE:
WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER MAIN, BUT WITH LESS THAN 18"
CLEARANCE, OR WHEN THE SANITARY SEWER MAIN IS ABOVE THE WATER MAIN, BOTH THE
WATER MAIN AND THE SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON
PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL
DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE OF
THE CROSSING.
RENIOSION DATE BY CHKD
RELATION OF
WATER MAINS TO
SANITARY SEWER MAINS
FILE NAME: DATE: -
L.LndDe '
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CARS
SEAL —
050693
'i� ''�.NGIN EF-�•��\
W. S,
///1111111\\
05/06/2022
CORPORATE
:SEAL.-**
//1111110
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29 2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: N/A
HORZ:
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
WATER DETAILS
5/5/2022 1128 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT
SHEET NUMBER
C-2.05

WATER MAIN z
OR SANITARY j
SEWER MAIN -
STORM SEWER
NOTE:
STORM SEWER t
WATER MAIN
OR SANITARY
SEWER MAIN
WHEN A WATER MAIN OR SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM
SEWER AND CONDITIONS PREVENT THE REQUIRED 18" MIN VERTICAL SEPARATION, THE
WATER MAIN OR SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 10
FEET ON EACH SIDE OF THE POINT OF CROSSING.
RENIOSION DATE BY CHKD
RELATION OF WATER
MAINS AND SANITARY SEWE
MAINS TO STORM SEWERS
FILE NAME: DATE:
CONCRETE THRUST BLOCK
_IIIIIIII-1 I-111�11=III"—`III'�II,
5/8" 0 THREADED ROD
-III=III=III=III III=III=11 Ilfll
(GALVANIZED
OR
NMI
BITUMINOUS COATED)
a-
LARGER ��—
2" PLUG TO
• > .'�: • ' :�' ''" '
STANDARD BLOW -OFF
`
� I I —III ,.. � • � .. I —I I �I
UNDISTURBED EARTH
NOTE:
CARE SHALL BE TAKEN WHEN PLACING
THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
THRUST BLOCKS - DIMENSION
"A"
FILE NO.
WATER
DETAILS
SCALE:
N.T.S.
TYPICAL THRUST
TYPICAL
BLOCK
DATE:
FOR
PLUGS
Utilities, InC.
5701 Westpark Dr., Suite 101
STANDARD
DETAIL NUMBER
1
12 07
/
UTILITIES, INC. LOGO ADDED SAO
P.O. Box 240908
Charlotte, N.C. 28224-0908
and NC/7NAY/VA Affiliates [phone]
Q
W 8
N0.
DATE
REVISION BY
—
SIZE
11 1/4' BEND
22 1/2• BEND
45' BEND
90' BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
MINIMUM 3'-6" CONCRETE
IN ALL DIRECTIONS
CROSS
LIQUID FILLED 0-200 PSI
GATE VALVE
PRESSURE GAUGE
w/NEEDLE VALVE
SAMPLE FAUCET w/ Q
THREADED HOSE BIB
DRESSER COUPLING OR UNION
COUPLING
3/8" O.D. CLEAR PLASTIC TUBING TO PUMP
VACUUM BREAKER
SETTING FOR DETERMINING WATER LEVEL
ELECTRICAL CONDUIT
SCREEN VENT
SANITARY WELL SEAL
ELECTRICAL CABLE SEALER
DROP -PIPE (SEE SPECS FOR SIZE)
z
Q
I I II III—
—TOPSOIL--:
� I I I
G
ITI—I I
I=11
s.
� z
4 a
0
a
a
o
o
�
a'
:o
NOTES:
1. CONCRETE TO BE MIN. 3000 P.S.I.
3. ALL PIPE TO BE EXTRA STRENGTH GALVANIZED STEEL*
4. GATE VALVE SHALL BE LEFT HAND
OPEN.
5. PRESSURE GAUGE TO BE LIQUID
FILLED 0-200 P.S.I. STANDARD.
(MOUNTAIN SYSTEMS PRESSURE
GUAGE TO BE DETERMINED BY CONDITIONS)
6. INSTALL 3/8" CLEAR PVC TUBING
TO PUMP WITH ALTITUDE
GAUGE FOR STATIC WATER LEVEL
TEST AT WELL HEAD.
FILE NO.
WELL BUILDING DETAILS
SCALE:
N.T.S.
DATE:
`ALL GALVANIZED PIPE MUST BE MADE IN THE STANDARD WELL HEAD
AUG. 2003
U.S.A AND CONFORM TO AWWA C200-17 AND
ASTM A53
24 9 8 Suite 101
ies, Inc. P.O. Bax 24090a
5.O. Box
cU_d!!-1I-f"rN/KY/VA
STANDARD
DETAIL NUMBER
1 12 07 UTILITIES, INC. LOGO ADDED
/
SAO Charlotte, N.C. 28224-0908
Aiflliatee [phone]
W B — 8
NO. DATE REVISION
BY
L.LndDe%m.'
223 NORTH GRAHAM STREET
CHARLOTTE, INC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
\��\\IIIIIIIIII/���
CARS
04 �oF Is o l✓,:
SEAL -
050693
'i� ''�.NGIN EF-�•��\
W. S,
1111111111\\
05/06/2022
��\111111111/��
ODE S IGN l
CORPORATE
'SEAL
CN
//11111111\�
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: N/A
HORZ:
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
5/5/2022 11:29 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT
WATER DETAILS
SHEET NUMBER
C-2-06

O
• .•
•
4- •• • A • • •. •
• « • .. • ..
. • . •
• ••� • A•
GROOVE JOINT IN SIDEWALK
1/8- RADIUS
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK WITH JOINT SPACING EQUAL TO THE WIDTH OF SIDEWALK. UP TO 10' WIDTH.
WIDER THAN 10' REQUIRES SPECIAL DESIGN.
2. ONE 1 /2" EXPANSION JOINT WILL BE REQUIRED AT INTERVALS OF NOT MORE THAN 45' AND
MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1 /2" EXPANSION
JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
3. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 8" THICK.
4. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'.
5. WIDTH OF SIDEWALKS ON NON —THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION. A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
8. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3800 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE
THESE STANDARD DIMENSIONS SHOWN.
S. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON—SKID AS SPECIFIED BY
ENGINEER.
9. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS
IN A MAXIMUM OF 1/4- FROM FLUSH.
1/8- TO 1/4'
e 3-
AL
8 l l 1X
END SECTIONS FOR HOPE PIPE
Did.
Gauge
Weight
• A
H
• L
• µ•
S/ope
Overall
Wdth
6'
18
10
4
3
8
12
2
20'
8'
18
14
5 314
4
f4 112
16
2 114
27 1/2'
10"
18
17
7 518
6
f4 112
20
2 112
35 1/4-
12'
16
25
7
6
21
24
2 112
38'
15"
16
33
8
6
26
30
2 112
46-
18'
16
42
8
6
31
36
2 112
52-
21'
16
49
9
6
36
42
2 112
60'
24'
16
65
10
6
41
48
2 112
68'
30'
14
123
12
8
51
60
2 112
84-
36'
14
135
14
9
60
72
2 112
100'
42'
12
320
16
11
69
84
2 112
116-
48'
12
J75
18
12
78
90
2 114
126-
54
12
440
18
12
84
102
2 114
138'
60'
12110
610
18 1
12
87
114
2
150'
Toe plate extensions where specified, to be punched to match holes In
apron lip. 318" bolts to be fumished. fie length of toe plate to be
as follows., W + 10' for 12' to 30' diameter pipes Inclusive.
W + 20' for 36' to 60" diameter pipes inclusive.
Multiple panel end sections shall have lap seams which are to be tightly
Jointed by bats. Comer plate, and toe plate to be some gauge as
end section.
+ — Dimensions in Inches Plus or Minus Standard Shop Tolerance
IMrLRGV JLGCVC rvm MI IHI,rIIIV�a
STEEL END SECTIONS TO SMOOTH PIPE
"CONTRACTOR MAY PROVIDE ALTERNATE DETAIL FOR
FLARED END SECTION SUBJECT TO APPROVAL BY ENGINEER
—1/2* EXPANSION JOINT'
c I AM -COX MAX.)
M •
.y
EXAMPLE SIDEWALK CONSTRUCTION DRADISION&
4J�IIIi
Izu
5'
1-
1.877i
8'
11
1— 9
8'
1
1.569
CURB & GUTTER
PROPOSED C CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
a
4 J
/ \ L
/ \ J
jGalvanized Steel \\
it
A W A al
Toe
PLAN SIDE I
hKUNI
Metal to be 12 Gage
Smooth Galvanized in
Accordance with
AASHTO M218.
SMOOTH TAPERED SLEEVE DETAIL
NOT TO SCALE
plate
1 2'x 6' Bat
w onged Nut
Galvanized I
Strop
—Pipe Length
TYPE 1
(10' & Smaller)
Threaded Rod Rod Holder
Pipe Par Length
TYPE 2
(12" & Larger)
CONNECTIONS
O
O
NOTM
1. ALL CONCRETE TO BE 3800 P.&L
2 ALL CURB OR CURB AND GUTTER AND SWEwIILKS ARE
TO BE REMOVED TO THE WEAKEST JOINT BEYOND NEW
CONSTRUCTION OR CUT WITH A SAW AND REMOVED.
SAW CUT OR JONT TO BE PERPENDICULAR TO EDGE
OF 00STIIG PAVEMENT: SEE STD. NO. 10.17 FOR
JOINT DETAIL.
3. "A' BREAKOVER SHALL BE 8% OR LESS
(A - ALGEBRAIC DIFFERENCE).
4. JOINT MATERIAL. SHOULD BE PLACED FLUSH
WITH CONCRETE.
DRNIMY WIDTH
DRIVEWAY TYPE
MIMMUM
MA)MUM
LOCAL/COLLECTOR
THOROUGHFARE•
10'
1W
30'
3W
• MUST PWM ON —SITE TUNARMIND
(•• SEE NOTE 8)
DRIVEWAY WIDTH VAIRIES
EXP. JOINT'I I 1/Y EXP.
• • • • • • JOINT
PLANTING STRIP • + • + + + + + + GROOVE
Nam) • • • • • • JOINT OR
• • • CONSTRUCTION 4•-0•
• • • • JOINT
TOP OF CU—
NOTES:
1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS IIHIAN
SIX ACHES OR MORE THAN EJGHIEEN NICHES ABOVE THE
ROADWAY CROWN. THIS EEIAITTON DPFEFA NTAL SHIALL BE
CONSISTENT WITHIN EACH BLOCK.
2. ALL CONCRETE TO BE 38M PSI STRENGTH.
3. ALL CONSTRUCTION PRACTICES. NCLUDN G COMPACTION, CURING,
FNNSHWIG. ETC. SHALL BE N ACCORDANCE WITH THE
CHARLOTTE LAND DEVELOPMENT STA DARM
4. PLAMNG STRIP SHALL BE GRADED WITH A CRM" SLOPE
BETWEEN 1 4 N. PER FOOT AND 1 1 4 K PER FOOT EXCEPT
WHERE NATURAL GRADES MW THUS REQUN13M
MPRACTK.AL. N SUCH CASES THE CTY ENGINEER MAY
AUTHORIZE A SUTABLE GRADE
5. ALL DRNEWAYS MUST MEET THE CURRENT COUNTY ORNEWAY
REGIN.ATTONS AHD NCDOT REOUI EMENHIS. NCLUDI N G BUT NOT
LIAM TO SPACINQ SKaHT DISTANCE. AND OFFSETS FROM
PROPERTY LIES AND INTERSOCTIOW
& **PER NO IFC SECTION D1032, FATE APPARATUS ACCESS
ROADS SHALL NOT EXCEED 10 PERCENT N GRADE.
7. "A" BREAKOVER SHALL BE 8% OR LESS (A► - ALGEBRAIC
DRIVEWAY
WIDTH
X
Y
TYPE 3—RESME NITAL:
LACALN/COLJ.ECTOR
10' MN.
30' MAX.•••
THOROUGHFARE •
15' MIN.
30' MAX.•••
• MUST PROVIDE ON—S M TURNAROUND
••• MAXIMUM WIDTH INCLUDES OPTIONAL HANGS
• . • • . •
+
• • PLANTING STRIP
... (VARIES)
A
TAPER CURB DEPTH TO -MEET DRNEWAY�
1 2 EXP. MW
. DWVEWRY WIDTH VARIES . .
—0 SEE T —0
B---a—J
PLAN VIEW
rowati•V rwnna v epee
• 8 '-0" MIN. '—H MIN. 1/2 MAX 1Jx 200W 11111t.) I
('A" SEE NOTE 4)
+14V*
wA+
+8W
SECTION B — B
RESIDENTIAL DROP CURB TYPE I
DRIVEWAY WITH PLANTING STRIP
(2'-6" CURB AND GUTTER)
(-Aw SEE NOE 7) VARES (MN 41
• +14X wAa - PER FOGT MN. (TO MATCH
+ax lix (zoom= MA•) PLANTING STRIP BEVOTD) 61
1 °
I
SECTION A —A
MN.
)2„
EXPANSION
JOINT
6" THICK
CONCRETE AT
DRIVEWAY
ENTRANCE —
Al
MOO
(« SEE NOTE 8)
NOT TO SCALE
x >
Y2 GROOVE JONOS
EXPANSION
JOINT
4*1HCK
CONCRE
WALK
4'x4'
6" THICK
CONCRETE
WINGS
(OPTIONAL)
GROOVE JONr�I ^ I P�
RESIDENTIAL DRIVEWAY (TYPE 1)
FOR 2'-0" VALLEY GUTTER
Y»
EXPAP
JOINT
NOT TO SCALE
O
Lell"d.De 'ra-1.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
\" CAR
VEL -
050693
INEEF 4"
///llllllllll\\\\
05/06/2022
\\\\\\111111111/i/////
\ Ll) S IGN j ,
CORPORATE
' SEAL
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEO STORMWATER
APPLICATION
05-06-2022
DESIGNED BY:
PWS
DRAWN BY:
PWS
CHECKED BY:
DCS
SCALE NORTH
VERT: N/A
HORZ:
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
5/5/2022 11:29 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT
SITE DETAILS
SHEET NUMBER
C-2.07

WELL #1 IMPERVIOUS SURFACE INFORMATION:
PARCEL NUMBER: 550-584-3989
h' / \ \ \ v PARCEL AREA: 100,053 SF
°` \ \ \ \ \ \ \ EXISTING: o SILVERTON
STRUCTURES: 228 SF (0.23 /o OF TOTAL SITE) WELL#1 SITE
sAs\ GRAVEL: 1,600 SF (1.60% OF TOTAL SITE)
PIN:550-585-6222
/ / \ BECKGEORGELTSTEEOF \ GEORGE L BECK REVOC TST CONCRETE: 0 SF (0% OF TOTAL SITE)
\
\ \ D.B. 8147, P.G. 66 \
ZONED:CR \ \ \ \
T0TAL:1,828 SF (1.83% OF TOTAL SITE) °
EXIST. SETBACK (TYP) \ \ PROPOSED:
/ \ \ STRUCTURES: 144 SF \ \ / (0.14% OF TOTAL SITE o ) � Sly VFR \ \ \ GRAVEL. 1,700 SF (1.70 /o OF TOTAL SITE) To/v o CONCRETE. 16 SF (0.12 /o OF TOTAL SITE)
\ \ \ 3p, \ \ TOTAL: 1,860 SF
Si�FSFTg N66° 4SS- 640
IMPERVIOUS PERCENTAGE: 1,860 SF / 100,053 SF = 1.86%
6
\ 9 4
EXIST. PROPERTY LINE (TYP) �,\ \ Ck S0'W
/ \ \ \ \ OWNER/DEVELOPER:
/ \ CAROLINA WATER SERVICE INC. OF NORTH CAROLINA
/ �� \ \ 4944 PARKWAY PLAZA BLVD, SUITE 375
0
CHARLOTTE, NC 28217
/ 6 PROP. RIP -RAP APRON PIN: 550-584-3989
/ ^ CAROLINA WATER _ 704.319.0518
ryry� WIDTH: 10' (MIN.) \ SERVICE INC OF NC CONTACT: TRAVIS DUPREE
\ \\
PIN: 550-585-1165 LENGTH: 10' (MIN.) \ D.B. 13669, P.G. 151
MOORE RODNEY C �^° PROP. FLARED END SECTION THICKNESS: 16" (MIN.) \ ZONED: CR ENGINEER:
MOORE CARRIE E F/WIFE (SEE SHEET C-2.07 FOR DETAIL) — CLASS B RIP -RAP PARCEL SF: 100,053 \
D.B. 2823, P.G. 24 \ \ LANDDESIGN
ZONED: CR 6" INV. OUT: 649.00 \ \\ \\ \ 223 NORTH GRAHAM STREET
` \ CHARLOTTE, NC 28202 �� \ — \ \ \ \ 704.333.0325 qP Pq4O
O
— PROP. 56 LF OF 6" PVC BUILDING — ^ 650 \ \ \ \\ \ _ CONTACT: PHILIP SMITH Sq
/ DRAINAGE AT MINIMUM 1.00% SLOPE qNF
EXIST. WATER CONNECTION TO EXIST. \ \ 11 r6 \\\ \ \ e \ — 635
HYDROPNEUMATIC TANK. (APPROX. LOCATION, \ -
CONTRACTOR TO VERIFY ACTUAL LOCATION).
\ \ \ \ \ \ �O� \ / VICNITY MAP
EXIST. WATER LINE TO BE REMOVED FROM 652 \ \ \ \ \ \ — / / SCALE: 1"=200'
SERVICE AFTER PROP. STUB TO PROP. WELL
BUILDING IS INSTALLED. CONTRACTOR TO PROP. 12"x12" WELL BUILDING #1. \ \ FRONTS
REMOVE EXIST. WATER LINE AS NECESSARY TO SEE SHEET C-3.02 FOR DETAILS. s, ° FTg
JSTALL WELL BUILDING AND BUILDING DRAINAGE. FIFE: 653.50 2 �9' �o.6.F qCk \ \ \ Ns
49 \ \ 9
3,
EXIST. GATE VALVE (APPROX. /\ \ \ \ 4242,
95 625
1/
Sg 8„ \ \3.72' ' 14.7"W
LOCATION, CONTRACTOR TO VERIFY) \ \ \ \ 1I 3.72i
PROP. 6"x6"x3" TEE — \_ 655 \ \ \ 42,
\ \\ \\\ \ \ < 260.
,/
M 3., \ N>7= PIN:550-595-2551
PROP. 5 LF OF 3" WATERMAIN (TEE TO \ ° RITCH COY L
/ = BUILDING WITH 3" GATE VALVE \ \ \ \\\ \ 6 W RITCH BRENDA K WIFE /
CENTERED BETWEEN TEE AND BUILDING z \ \ \ \ \ \\\ \ \ �\ D.B. 2120, P.G. 347
EXIST. GATE VALVE (APPROX. \ \ \\ \\ \\ \ \ ZONED: CR
ss°
LOCATION, CONTRACTOR TO VERIFY) \ \ \
\ \ \ 14
\
EXIST. 6" WATER LINE (APPROX. \ 6S \ \ � \ s> ° \\ �O \ \ \\ \ \ 32
LOCATION, CONTRACTOR TO VERIFY) > ' \ \ 652 , \ \ \ \ ° z4 /45•F 0g
N7 S° 51, 29 8„E
/ 96A6' ` 655
8 \ \ \ \ \\ \ \ \ \ \ \ \\\ \
S71 ° 30' 25.7"E S ," \ 6 \
6IS-
3 \ \
EXIST. GRAVEL ACCESS ROAD \ \ \ \ \ \ \ \ \ °46'\ \ \ \ \\ \ \
f \ (NO SURVEYED) \ EXIST. PROPERTY LINE (TYP) \ \ \ \ \ \ \\ \ \\
� - \ 660 \ -
2
EXIST. 15'ACCESS EASEMENT \ \ \ \ \ \ \ \ \� 0
>56s^\ \ \\ \\ \ z 60
99,3,
�\ PIN:550-584-4832 V \ V\ \ A \\ \ V \ \
-_ Q MAGEE SCOTT D \ \
MAGEE KATHLEEN M/WIFE PIN:550-584-5853 \ \ PRWOO-594-LVI
\ D.B. 1602, P.G. 73 \ WOODS TIFFANY H I 1 \ \ \ \ \ \ NORWOOD MELVIN J
_ ZONED: CR P.B. 22, P.G. 959 D.6\ \ \ NORWO D.B.
4370.G.MARILYN,P.G.207
W/WIFE
-- D.B. 12462, P.G. 4
ZONED: CR 1 \ \ ZONED: CR
\ 1 \ \ \ S>,°64' 1$ \
\ 1 1 \ 8360 2'F
665 \
I
PIN: 550-584-3810 \ I I \
SMITH TODD A N
I
SMITH SHANE F WE I I 1 \ N
D.B. 2607, P.G. 52
ZONED, CR \ co I \ \
I I \ PIN: 550-584-6841
\ / / ROBINSON JACK I I I I o \ \
/ ^ I PIN: ROBINSON CHERYL /WIFE LISK JEFFREY Ten D.B.6451,
ZONED:CR I I
I w
\
HYATT AMBER R �" \
D.B. 6852 P.G. 155 I I \
ZONE
D: CR
PIN:550-584-8744
V \ \ \ M D.B.2771 60661E P
i
/ I .B. 2771, P.G. 311 I I I I \
i /II
/ PIN:550-584-2731 ZONED: CR
/ � / � � � /
HUBBARD H FELIX / / 66O \ I I
HUBBARD CAROL J WE
PIN: 550-584-9740
D.B. 756 / P.G. 397 / / / I KING JAY ROBERT
ZONED: CR \ \ \ D.B. 10813, P.G. 267
ZONED: CR I I I I
/ / \ (60, /'FRTOn/
�VF
/ I I
\ / � 657
PIN:550-58/ / 12"c12" LOUVE SEW bVAL RW
THROCKMORTONGA GARRY L h0 � � la'-1�'
THROCKMORTON ANNA M WE rO i12" SOLAR
D.B. 11030, P.G. 8 REMOVVABLEABLE
MATCH
ZONED: CR
/ \ 655. 12,-D. RE� FOR PUMP REMOVAL 12, 0"
\ i - PIN:550-584-5531 / CENTERED OVER
/ \ / PIN: 550-584-4505 SAPIELAK JOHN CLAUDE TOP OF ROOF WELL TOP OF ROOF 12
SAPIELAK JUDY V/WIFE 12
TURGEON MICHAEL W <
/ / / D.B. 8P.G. 241 h°
\ TURGEON ELIZABETH/WIFE \�
ZONED: CR
\ \ % D.B.
ZONED: CR25 TOP OF BOND TOP OF BOND
/ % Ix
-4 BEAM - -- -
NOTES:
1. NO SURVEY HAS BEEN CONDUCTED FOR THIS PARCEL. ALL INFORMATION
SHOWN IN THIS PLAN HAS BEEN TAKEN FROM CABARRUS COUNTY GIS AND
SILVERTON SUBDIVISION AS-BUILTS. ALL EXISTING FIELD CONDITIONS TO BE
VERIFIED BY THE CONTRACTOR AND COORDINATED WITH THE ENGINEER.
2. FLOODPLAIN INFORMATION TAKEN FROM FEMA MAP NUMBER 3710550500M
DATED NOVEMBER 16, 2018.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
■��� ■��■CONCLTE
4 ■r. l==m
a FRONT ELEVATION NTS
51 RADW TK 1 SHONN {BUIgNO LOCARON AND 0"AWN R ONNER)
RU W TR 2 OPPOSIIE HN!D LUT RIGHT (BUnlM LOMMIN AND DRIElliATIBN BY DONER)
rT"\ REAR ELEVATION NTS
51
SPLIT
CED
INCRETE
OCK
Fl�'FLGC�I
6 LEFT ELEVATIQN NTS
51
FlNI{
RIGHT ELEV:ATI r NTS
t.l
GAGE STANDINr
METAL ROOF
EM
Ld"AlndDe '
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CARS '�''%
e-ReYEAL -
050693
LII' W. S\
1111111110
05/06/2022
��\111111111/,/
.��E S IGN
CORPORATE
SEAL
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
t
0 15' 30' 60'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
SILVERTON WELL #1 SITE
PLAN
SHEET NUMBER
C-3-00
5/5/2022 11:29 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT

PIN: 550-583-7891
ROBINSONTAMARAJ
iPIN: 550-583-6758
PIN:551-505-7372
DIVINE ARMISTEAD
EUGENE ESTATE
D.B. 12689, P.G. 290
ZONED:CR
i
\ \ I SCOTT LASHARD D
SCOTT NEKEDRA WIF
\ P.B. 22, P.G. 96 / / EXIST. PROPERTY LINE (TYP) /
D.B. 14135, P.G. 110 / / , / / oo �o° I EXIST. SETBACK (TYP)
I I ZONED: CR
\\\ //
S66^ I <,
\ I I I I LANG ST ' / / PIN: 55E-5EN DA2 so,
LANG ENN FEREBRAY WF 86 \
P.B.
P G. G9249 30.
D.B.140665232E°?�F
I I ZONED: CR / \ PIN: 550-583-8467 �2
CAROLINA WATER SFTe \
JSERVICE INC JF NC D.B.D.B.13669, P.G.151 \
J / PARCEL SF: 87,084
ZONED: CR
3 \ � \
I
PROP. 8" WATER LINE (SEE PROP. RIP -RAP APRON
I SHEETS C 2.00 C 2.04) WIDTH: 10' (MIN.)
I LENGTH: 10' (MIN.)
THICKNESS: 16" (MIN.)
CLASS BRIP-RAP
ca �— TP T TP
W
PROP.
— PRC
59S ,
X//,
55
E EXIST. 6" WATERLINE di dl dl d dl
PROP. 12"x12" WELL BUILDING #2. /
/ �N / / PROP. 14' WIDE CONSTRUCTION z° °9',8 SEE SHEET C-3.03 FOR DETAILS.
ROAD ACCESS PER NCDEQ #6.80 / ?°o. Ofi FFE 601.85
PROP. 123 LF OF 6" PVC BUILDING
DRAINAGE AT MINIMUM 1.00% SLOPE PROP. FLARED END SECTION
(SEE SHEET C-2.07 FOR DETAIL) �o� ^g.
SST 6" INV. OUT: 597.00 oh° `P'`
/ EXIST. 25' ACCESS EASEMENT
c�
EXIST. BACK OF CURB 'lot
c � /
/
EXIST. DRIVEWAY PIN:550-583-6440
/ STINSON JAMES A JR /
o / / STINSON MARNITA T WF
�ry D.B. 908, P.G. 227
- 6�o ZONED: CR
co
PROP. CONCRETE DRIVEWAY ADDITION / / / I co
(4o'A�F<�O SEE SHEET C-2.07 FOR DETAIL. / EXIST. COMMUNITY I / / /�
e</C �'1'S�
/ / / ENCROACHMENT AREA
CONTRACTOR SHALL INSTALL NEW
CONCRETE
ONC E DRIVEWAY GRADEH WITH
'CEXISTIO
EXIST. 500 YEAR FLOODPLAIN co
/5
55 /
ISIP
/ EXIST. RIGHT-OF-WAY (TYP) / G
EXIST. CAROLINA WATER
SERVICE SANITARY SEWER
EXIST. SANITARY SEWER
MANHOLE (TYP) / yg6
/
EXIST. REGULATORY FLOODWAY /
/ 0 / N
PIN:550-583-6244 0
ROCKY RIVER INVESTMENTS LLC co
P.B. 22, P.G.
PIN:550-583-5117 D.6.11764,P.G. 95
/ COULTER
M C ZONED: CR
MURRAY SHARIR I
/
D.6.10511, P.G.244
ZONED: CR EXIST. PROPERTY LINE (TYP)
/ / 0
/ OWNER/DEVELOPER:
CAROLINA WATER SERVICE INC. OF NORTH CAROLINA
4944 PARKWAY PLAZA BLVD, SUITE 375
CHARLOTTE, NC 28217
704.319.0518
CONTACT: TRAVIS DUPREE
ENGINEER:
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
CONTACT: PHILIP SMITH
'b'6 v 12�1
Sg0 02 2 .
596
PIN: 550-03
j CAROLINA
WATWATER / / '� 6"0
SERVICE INNC
C
/ D.6.1 P.G. G.213
13
/ ZONENED:CR \
BRADFIELD FARMS
/ / I WWTP
NOTES:
1. EXISTING CONDITIONS SURVEY WAS PREPARED BY
GPI. SURVEY WAS CONDUCTED ON MARCH 4, 2021.
2. HORIZONTAL AND VERTICAL DATUM CONTROL
PROVIDED BY GPI
HORIZONTAL DATUM: LOCALIZED NC STATE PLAN
COORDINATE SYSTEM, NAD 83 (2011)
VERTICAL DATUM: NAVD 88
3. FLOODPLAIN INFORMATION TAKEN FROM FEMA MAP
NUMBER 3710550500M DATED NOVEMBER 16, 2018.
4. NO WETLANDS ARE PRESENT ON THIS SITE. SEE
WETLAND DELINEATION REPORT PREPARED BY RON
JOHNSON OF ECS SOUTHEAST, LLP DATED 7/14/2021.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
FWSSHED_
WELL #2 IMPERVIOUS SURFACE INFORMATION:
PARCEL NUMBER: 550-583-8467
PARCEL AREA: 87,084 SF
EXISTING:
STRUCTURES: 228 SF (0.26% OF TOTAL SITE)
GRAVEL: 0 SF (0% OF TOTAL SITE)
CONCRETE: 12 SF (0.01 % OF TOTAL SITE)
TOTAL: 240 SF (0.27% OF TOTAL SITE)
PROPOSED:
STRUCTURES: 144 SF (0.17% OF TOTAL SITE)
GRAVEL: 2,105 SF (2.42% OF TOTAL SITE)
CONCRETE: 76 SF (0.09% OF TOTAL SITE)
TOTAL: 2,325 SF
IMPERVIOUS PERCENTAGE: 2,325 SF / 87,084 SF = 2.70%
12'.
12"
12' 0" REAM(
FQR
C
019
P OF ROOF 12 ELL
WELL
4 �
: � � :,
iir■
iilrl
SURE
mmil■
—a" SPLIT
FACED
CONCETE
BLOCK
1 FRONT ELEVATION NTS
BiI1.DB0 M 1 SH MI (BIINNG LWATI N AND OR04ARDR B OI RL
R tW TR 2 OPPM MW OT Wfl (BJILDNG LDCATO K ORMATO BY f9M'MER)
GAGE STAbONIG
10AI RW
A
I --
6 _ EFT ELEVATION NTS
REAR ELEVATION NTS
51
_RUGH_TELE_VATION t NTS
al
SPOT
CED
INC BETE
OCK
GAGE STANDII#G
W METAL ROOF
rEm
' L.LndDe%m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
IIIIIII////
R p
04 .oF Ess/ o l✓ :
SEAL -
050693
LII' W. S,
//1111I110
05/06/2022
\�\111111111/�7
S IGN
CORPORATE
SEAL
//111111111�
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15' 30' 60'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
SILVERTON WELL #2 SITE
PLAN
SHEET NUMBER
C-3-01
5/5/2022 11:29 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT

FINI
40"x6E" DO.QR'
` V TH, LOCK
a OPENS OUT
• 4 ,
J C u I I V IV "/A-/H' -...
TO BE FIELD VERIFIED) TO BE FIELD VERIFIED)
EXIST. GATE VALVE (LOCATION
TO BE FIELD VERIFIED)
EXIST. 6" WATER MAIN (SIZE AND
LOCATION TO BE FIELD VERIFIED)
PROP. 3" GATE VALVE
EXIST. GATE VALVE (LOCATION
TO BE FIELD VERIFIED)
QUID CHLORIN
TANK & PUMP
oso
d
5�
3
12"x12" FLOOR DRAIN
OO
1' (MIN) //-7/
2 O
3' (MIN) 6 7
2 4 2
�OF 3
3
1
2
•S�
S�
O
AF
5
z z
a •
y a.
24" SQ. CONCRETE
SPLASHBLOCK
EXIST. HYDROPNEUMATIC TANK
TO BE ABANDONED
PROP. 6" PVC PIPE @
1.00% MIN. SLOPE
12'
__F__ 4
LEGEND:
1.
2" GATE VALVE
2.
3" GATE VALVE
3.
3" PIPING
4.
FLOW METER - CALIBRATED IN GALLONS - 3"
5.
2" PIPING
6.
3" UNION
7.
3" CHECK VALVE
[ NC
AL
LOCATION TO BE FIELD VERIFIED)
12" SQ. REMOVABLE HATCH FOR PUMP
REMOVAL - CENTER OVER WELL
SECTION 'B-B'
NOTE:
1. WELL #1 PUMP TO BE SET AT
ELEVATION 149.50 OR 504' BELOW FFE
NOTE:
1. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE WITHIN
PROPOSED BUILDING SO THAT THE PROPOSED BUILDING
FLOOR SHALL SLOPE TOWARDS PROPOSED STORM DRAIN.
2. CONTRACTOR SHALL SLOPE GRADE AWAY FROM PROPOSED
WELL BUILDING.
3. SEE STRUCTURAL PLANS FOR BUILDING AND FOUNDATION
DESIGN.
NOTE:
IN PIEDMONT & COASTAL AREAS -WALLS TO BE WOOD.
IN MOUNTAIN AREA -WALLS TO BE 8" CONCRETE BLOCK.
ACCEPTABLE COLORS TO MATCH RUSTOLEUM CHESTNUT BROWN OR DUNES TAN.
CONCRETE MIX SHALL CONTAIN ADDITIVE FOR GRAY TINTING.
' . el
l
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
\0\ICARO
�4L�oFEssi'o 2LV�
SEA-
050693
W. 5��
05/06/2022
\\\\\\\I I III/,,,/
\ ���E
CORPORATE
SEAL
,,off; • .•;���;
T •••ov.
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION /ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: 1 "=2'
HORZ: 1 "= 2'
0 1' 2' 4'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
WELL #1 BUILDING DETAILS
PLAN VIEW
5/5/2022 11:29 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAW!
SHEET NUMBER
C-3.02

FIN
Ormu I IVIV -H-H- ,,- . ..,.,".,.,,.,,.
ivA
1024_1►\'TII : VU
EXIST. HYDROPNEUMATIC TANK
TO BE ABANDONED
SECTION 'B-B'
NOTE:
1. WELL #2 PUMP TO BE SET AT
ELEVATION 454.85 OR 147' BELOW FFE
NOTE:
1. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE WITHIN
PROPOSED BUILDING SO THAT THE PROPOSED BUILDING
FLOOR SHALL SLOPE TOWARDS PROPOSED STORM DRAIN.
2. CONTRACTOR SHALL SLOPE GRADE AWAY FROM PROPOSED
WELL BUILDING.
3. SEE STRUCTURAL PLANS FOR BUILDING AND FOUNDATION
DESIGN.
NOTE:
IN PIEDMONT & COASTAL AREAS -WALLS TO BE WOOD.
IN MOUNTAIN AREA -WALLS TO BE 8" CONCRETE BLOCK.
ACCEPTABLE COLORS TO MATCH RUSTOLEUM CHESTNUT BROWN OR DUNES TAN.
CONCRETE MIX SHALL CONTAIN ADDITIVE FOR GRAY TINTING.
=D IN GALLONS - 4"
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
' . el
l
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
\0'\%\I11 ARO ,
Q)4L�oFEssi'o 2LV�
SEA-
050693
GINEE��``
05/06/2022
CORPORATE
SEAL
,,off; • .•;���;
T ...
PROJECT
BRADFIELD FARMS -
SILVERTON WATER
INTERCONNECT
CAROLINA WATER SERVICE, INC OF
NORTH CAROLINA
CABARRUS COUNTY, NC
LANDDESIGN PROJ.#
1020017
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
LAND DEVELOPMENT
SUBMITTAL
11-15-2021
2
LAND DEVELOPMENT
SUBMITTAL
02-25-2022
3
ZONING SITE PLAN
APPLICATION
04-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY: PWS
DRAWN BY: PWS
CHECKED BY: DCS
SCALE NORTH
VERT: N/A
HORZ: 1 "= 2'
0 1' 2' 4'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
WELL #2 BUILDING DETAILS
5/5/2022 11:29 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT
SHEET NUMBER
C-3-03