SWG040139_Plansheet - Existing Conditions_Survey_20220610

PIN:550-583-556
LANG STEVEN DAI
LANG JENNIFER BRAN
P.B. 22, P.G. 96
/ D.B. 14066, P.G. 2
EXIST. REGULATORY FLOODWAY
\�\59A - / \ 599 / 60 o
o I I I o / / / / \
595
EXIST. GATE VALVE (NOT I / J EXIST. TOP OF BANK (TYP) �\ PIN:551-505-7372
SURVEYED, CONTRACTOR TO DIVINE ARMISTEAD
VERIFY ACTUAL LOCATION) EUGENE ESTATE
EXIST. (TYP) /
/ J
I I I I I \
\
\
D.B. 12689, P.G. 290 I\\ \ \ \
WE
EXIST. 6" WATER LINE / � EXIST. TOP OF BANK TYP � I I
/ / ,� I (TYP) I \
/ / / Mn .�M y —Mn ��Mn n / I / 5�+��///� / // \\ $ \ \ \
�jnt /
EXIST. 6" WATERLINE TO BE � / / � � � � ��-.0001
590 �f ABANDONED (±16 LF)111,00,
EXIST. 25' ACCESS EXIST. HYDROPNEUMATIC
�j STORAGE TANK TO BE / / — / / y5� \ o \ \ \ \
EASEMENT ABANDONED AND REMOVED �� I / I / EXIST. WSACC SANITARY SEWER
PIN:550-583-8467 / ��
J CAROLINA WATER / /
EXIST. WELL BUILDING �— / EXIST. UTILITY POLE TYP \ \ \
SERVICE INC OF NC / / EXIST. WWTP —f—(TYP)
TO BE DEMOLISHED D.B. 13669, P.G. 151/EFFLUENT LINE EXIST. GATE VALVE (NOT EXIST. COMMUNITY / /
/ y SURVEYED, CONTRACTOR TO
ENCROACHMENT AREA
VERIFY ACTUAL LOCATION) /
/ n PIN:550-583-6440
/ STINSON JAMES A
/ STINSON MARNITA T WE
DRIVEWAY D.B. 908, P.G. 227 / / � / / X-5 o��``
EXIST. 500 YEAR FLOODPLAIN / / / i / ri/lo
EXIST. 60'WSACC SANITARY \/ I sT _
/ SEWER EASEMENT � / — — / o
0 4
EXIST. RIGHT-OF-WAY (TYP) / / I h / e/ ��
y� / / - EXIST. OVERHEAD
(4p,A�F��O / / / / / i / / I SERV SERVICE SANIOLINA WATER
TARY SEWER _ s / o� (TYP) y4° N\
y� J� UTILITY LINES TYP
e��c ws�q / / EXIST. PROPERTY LINE (TYP) / - sT �j / // �+ — — \ ` — s I �� _ / _ �o \ \
/ / / / / / / i- / `v7_ EXIST. 30' UNION / dy O
/ (tic _ v, 55 �/ I o —��� — — s o
/ 00 �/ _ / 5 61 _ —� POWER EASEMENT dye
IIA
EXIST. 500 YEAR FLOODPLAIN / / / / +—
/ Oy
y�- EXIST. STORM DRAINAGE (TYP)
EXIST. FENCE (TYP) _ s I N4o
PIN:550-583-6244 / EXIST. COMMUNITY , — ' — � �
/ ROCKY RIVER INVESTMENTS LLC / / / ENCROACHMENT AREA J-_``" / / \
i P.B. 22, P.G. 96 / / EXIST. REGULATORY FLOODWAY / / / \ ' \ \ \ —
D.B. 11764, P.G. 95 =610
o�' 3 SS \ \ J
/ PIN:550-583-5117 ` / / O / / \ �j j / / /\ / i s \\ EXIST. CAROLINA WATER
COULTER WILLIAM C / V EXIST. SANITARY SEWER
/ 'c — SERVICE SANITARY SEWER
MURRAY SHARI R / / i�\ i MANHOLE (TYP) 5g6/ / / / / / / �
D.B.10511,P.G.244 \ / cl
DEMOLITION NOTES:
1. SEE SHEET C-1.01 FOR ADDITIONAL NOTES.
2. DEMOLITION WORK SHALL NOT COMMENCE UNTIL GRADING PERMIT HAS BEEN ISSUED.
3. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES.
4. CONTRACTOR TO SUBMIT DEMOLITION PLAN TO THE APPROPRIATE AGENCY BEFORE DEMOLITION IS TO BEGIN AND IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL DEMOLITION PERMITS IF REQUIRED.
5. EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
6. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND
OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED
OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
7. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE
EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS.
8. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF -SITE IN A
LEGAL MANNER. (PERMIT REQUIRED FOR OFF -SITE DISPOSAL)
9. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN
PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION.
10. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION,
CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION.
11. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTED "TO BE REMOVED".
12. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY
SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION
OPERATION.
13. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
14. CONTRACTOR SHALL MAINTAIN POSITIVE STORM DRAINAGE DURING CONSTRUCTION TO INSURE NO DAMAGE TO
ADJACENT PROPERTIES OCCURS DURING STORM EVENTS.
15. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT
NEEDED FOR NEW CONSTRUCTION.
16. EXISTING UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. LANDDESIGN WILL NOT BE HELD RESPONSIBLE
FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS WHOSE FACILITIES WILL BE
AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED
BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD LANDDESIGN HARMLESS FOR ANY
THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES
INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY.
17. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE
CONTRACTOR MUST COMPLY WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING
AUTHORITIES.
18. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY
COMPANIES SERVING THIS AREA. THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE
EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION, AND EXCAVATION.
19. MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE THREE (3) FEET BELOW GRADE. THE CONTRACTOR IS
RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL.
20. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
ENGINEER OR OWNER.
21. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE
UTILITY COMPANY. RELOCATION OR REMOVAL OF EXISTING UTILITIES SHALL BE DONE BY OTHERS AND PAID FOR BY
CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE WITH OWNER.
22. CONTRACTOR SHALL REMOVE ALL EXISTING LIGHT POLES IN THE DEMOLITION AREA AT THE OWNERS DIRECTION.
23. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
24. WHERE CURB AND GUTTER IS CALLED OUT TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT
(V OFF EXISTING EDGE OF PAVEMENT) AND REMOVE PAVEMENT.
25. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING
DEMOLITION ACTIVITIES.
26. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE
COORDINATED WITH APPROPRIATE UTILITY COMPANY
27. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO
PROCEEDING.
28. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH
CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS.
29. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE,
PRIOR TO WORKING IN THESE AREAS.
30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE
THE CONSTRUCTION LIMITS.
31. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY.
32. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION
MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE
ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN.
33. SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE DEMOLITION (FENCES, GUARD RAIL,
ETC.) - THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR FURTHER DIRECTION.
34. PRIOR TO TREE REMOVAL, CONTRACTOR SHALL COORDINATE REMOVAL WITH PROJECT LANDSCAPE ARCHITECT AND CITY
OF CHARLOTTE.
35. CONTRACTOR SHALL MAINTAIN STORM WATER MANAGEMENT SYSTEM DURING CONSTRUCTION TO INSURE NO DAMAGE
TO ADJACENT PROPERTIES.
36. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT
NEEDED.
37. ALL UNDERGROUND UTILITIES PREVIOUSLY SERVING EXISTING STRUCTURES TO BE REMOVED AND OR ABANDONED IN
PLACE UNLESS INDICATED TO REMAIN.
38. CONTRACTOR SHALL COORDINATE STORM DEMOLITION WITH STORM DRAIN IMPROVEMENTS TO MAINTAIN POSITIVE
DRAINAGE.
39. CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES DURING CONSTRUCTION.
ADFIELD I \'/ �� � //L / / \ \ \ \\ EXIST. SANITARY SEWER
FAR /
/ / I /� / / — _ \ \ s MANHOLE (TYP) /
yoy /
�� /j 611 s�S
o� I /\
PIN: 550-593-3038 \ I
PEACH ORCHARD ESTATES V
ro / \ -- HOMEOWNERS ASSN INC \ \
v\/// P.B. 70, P.G. 2 \
D.B. 12325, P.G. 195
�) �\� ��� /�/ EXIST. GRAVEL ROAD (TYP) / - \
EXIST. 500 YEAR FLOODPLAIN gRADFIELD ��o� \ A \ A
FARMS WWTP J / /�/ / ,// � 625, � � ��\ \
EXIST. PROPERTY LINE (TYP) � \ s2o \ \ \ \ \
�71;
/ EXIST. FENCE (TYP) / /// e / ' �% o / M-�� / \ \ ?S \\\\ \ \
\ \ \ \ \
s — M
610
EXIST. WATERMAIN (TYP) 61
_� `� \
� J /
EXIST. GRAVEL ROAD (TYP)
\\ \
EXIST. STORM DRAINAGE (TYP) \ \ \ \ \ \
PIN:550-592-5978 \\ \
PIN: 550-593-2030 / \— \ \ MICKENS TROY L \
MICKENS CRISTINA WE
CAROLINA WATER
/ \ \ \\ \ P.B. 86 P.G. 2 \ \ SERVICE INC OF NC /
\ \ D.B. 13686, P.G. 316
/
D.B. 12197, P.G. 213 \ `
EXIST. GRAVEL
DRIVEWAY TO BE \ \ \
REMOVED +1900 SF \
PIN:550-592-4971 V A A \
CLOKES LESLIE
� CLOKES ELAINE K WF \\ \ \ \ \ \
o P.B. 70, P.G. 2
D.B. 12987, P.G.42 \ EXIST. SIDEWALK TO \ \ \ \ \ \\
/ _ BE REMOVED (±19 SF
PIN:550-592-4817 615 — l l I / / —\ \ '�
/ / /EXIST. PROPERTY LINE (TYP) GAWEL THOMAS B \ \: 550-592-6941I \ \
POORMAN ERIN A WE EXIST. WATERMAIN (TYP) G ` HOLLAND SAMUEL ANTHONY
P.B. 70, P.G. 2 \ \ \ HOLLAND REBECCA
--_----_ ` I \ \
WE
D.B. 14228, P.G. 145 - B. 2
E U
EXIST. STORM DRAINAGE (TYP) D.B. 467,PG261
PIN:550-592-3844 COtit
\
I 1 1
D.B. P.B. P , P.G. 1
EXIST. UNDERGROUND
I GAS LINE (TYP)/ \
\ /
� EXIST. WATER METER (TYP)
EXIST. CLEANOUT (TYP) / // I I I EXIST. DRIVEWAY (TYP)
EXIST. 2' VALLEY CURB AND GUTTER (TYP) \ m
DPIN:\550-I59\2-6871EXIST. 4'SI\
EXIST.
T. 5' PLANTING STRIP (TYP) pM NILSON HOWARD L III
-- - / 5 —� / NIL P.B. 7R P.G. 2 WE
- - 620 — — _ \ I ) I / EXIST. RIGHT-OF-WAY (TYP) / /� `1 -OOM \!.I>� ( \ \\\ \ D.B. 13322, P.G. 299
EXIST. UNDERGROUND
ELECTRIC LINE (TYP)
/ gv EXIST. MAILBOX (TYP) EXIST. UNDERGROUND�\
COMMUNICATIONS LINE (TYP)
POGO\� \Sw\ � SS��/ EXIST. SANITARY SEWER (TYP) \ \ \
/ O �1`NN(P ��� EXIST. FIRE HYDRANT (TYP) PIN:550-592-5785
`�PL\
'(G ^pP� d / \ HAMILTON LAUREN W \
v JOHNSON KIMBERLY A SPOUSE \ S\ P.B. 70, P.G. 2
D.B. 12694, P.G. 133 �
LINETYPE LEGEND
� PIN:550-592-5713 \
\ so \
FORBES MICHAEL DAVID
EXIST. BOUNDARY LINE / ■ ■ ■ ■ ■ ■ / / / / / / / \ FORBES TAYNAY WE
P.B. 70 P.G. 2 \ \ \ \
EXIST. MAJOR CONTOUR 570 - - � / „`° / / / / / PIN: 550-592-2474 � D.B. 12986, P.G. 301
EXIST. MINOR CONTOUR --- 568 -- / /y / / / / / DHAKALSHAILESH \ \ \S\�
PANGENI PUSHPA SPOUSE \
/ / / / \ P.B. 70, P.G. 2 \ \ \ \ \\
EXIST. STORM DRAINAGE - -- — — —- / \ \
----- ----- / �O \ D.B. 14461, P.G. 117 \ \
EXIST. R/W --- / / / / / / a / \ \ sso \\\
EXIST. TREE LINE
EXIST. PROPERTY LINE / / �� \ �/ \ \ \
/ / / / / / / / / / \ \ BEFOYOU DIGI
LL 1-8 Q0 632-4949
\�.0 N, E-CAA-L Et4TEF�
\ \ "\S THE\LA�1/! \
Land.De ign.
'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
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�04 �oF Es s;'o• •` f.�':i
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050693
/�ILI1' W. 51 \\
/1/IIIIIIIIII\\\\
05/06/2022
\\\\\\\IIIIIIII// /
\DESIGN
CORPORATE
' SEAL
111111IIII110\\\
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 "=40'
0 20' 40' 80,
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
EXISTING CONDITIONS AND
DEMOLITION PLAN
SHEET NUMBER
C-1.02
5/5/2022 11:27 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT

'o
PIN: 550-585-6222S
BECK GEORGE L TSTEE OF
GEORGE L BECK REVOC TST
D.B. 8147, P.G. 66
ZONING: CR
USE: RESIDENTIAL
I I I
76,
/
\ \ - / \ \
/ EXIST. PROPERTY LINE TYP
\ \ PIN:550-584-3989
CAROLINA WATER SERVICE
\� \ INC OF NC
D.B. 13669, P.G. 151
PIN: 550-585-1165PIN
\ ZONING: CR
MOORE RODNEY C ^ � \ USE: PUBLIC �
MOORE CARRIE E F/WIFE ti� INFRASTRUCTURE \ \
D.B. 2823, P.G. 24 0 \ \ PARCEL PARCEL SFE 1 OE0913SF C \ \ \ �-
ZONING: CR g� o
USE: RESIDENTIAL \ \ \ \
\ 650 \ \ \ \ \ \ 6°16
EXIST. HYDROPNEUMATIC
EXIST. WATER CONNECTION TO EXIST. STORAGE TANK TO BE
HYDROPNEUMATIC TANK. (APPROX. LOCATION, ABANDONED AND REMOVED
o /
CONTRACTOR TO VERIFY ACTUAL LOCATION). z \ \ \ \ \ \ \
EXIST. WATER LINE TO BE REMOVED FROM 652
SERVICE AFTER PROP. STUB TO PROP. WELL
BUILDING IS INSTALLED. CONTRACTOR TO
REMOVE EXIST. WATER LINE AS NECESSARY TO
EXIST. SILVERTON s,
INSTALL WELL BUILDING AND BUILDING DRAINAGE. WELL #1 BUILDING TO q >°.sF \ \ N6s° s62'
BE DEMOLISHED \ 8.59, \ \ \ \ \ \\ \ \ \\ sus q2'S?1-W /
\ \ /
�— 652 _ / _ \ \ \ \ \ / N Ss S3,
� EXIST. GATE VALVE (APPROX. \ \ \ \ \ \ / ss°q , � /
\ LOCATION, CONTRACTOR TO VERIFY) / \ \ \ \\ \\ \ ��ti \ 2 sysw
lz PIN: 550-51
135E
RITCH
COY
sss \ \ \ \ lj, / \ \ \\ \ \ \ RITCHBRE DAK WIFE /
0 D.B. 2120, P.G. 347 f i
ZONING: CR ----
USE: RESIDENTIAL
co 6so
620
— 655
\ IV> i
_� /2g62j•6F EXIST. 6" WATER LINE os
O 6S> \ \ \ \ \ \ S \
52 q
65
\ \\\ \ \ \ \ \ \°
\ \ � 6\ \ \ >0?4 /q•S" \ \ \\ \ \ \ \ / /
lo0.gF\ \\\ \ \ \ \ \ \ \
7 \
i S71 ° 30' 25.7"E
19.11'
— — — \ EXIST. GRAVEL ACCESS ROAD
660 - f \ \ \ \ \ \ \ \ \ \ \\ \ \ \
660
\ EXIST. PROPERTY LINE (TYP) 66> \ \ \ \ \ \\ \\ \ \\ \ \\ \ \ \ \ \
\ PIN:550-594-0752
�— 662
D EXIST. 15' S>> ACCESS EASEMENT \ \ \ °\ \\ \ \ \° NORWOOD MELVIN J
o>,
\ \ \ \ \ \ \ \ 8s>3666F\ \ \ \ z NOR D.B. 4370, P.G. 07
DI/WIFE
PIN: 550 584-4832 \ \ \ \ ZONING: CR
— I\ MAGEE SCOTT D \ 1 \ \ \ \ \\ \ \ \ \\ \ \ USE: RESIDENTIAL \
MAGD. KAT 2, P.G.M/WIFE \ PIN: WOODS
TIFFANY \ \ I \ \ \ \ \ \ \ \ \ \
� D.B. 1602, P.G73 \ WOODS TIFFANY H \
— \ ZONING: CR P.B. 22, P.G. 959 1 \ \ \ \ \ \ S79° 27' 45.8\ \
.USE: RESIDENTIAL D.B. 12462, P.G. 4
USE RESIDENT541
ZONING: C
IAL 1 \ I \ \ \ \\ S�'°\ 1.0\ \ \ \
1 I \ 636p5?E
665
w � \
PIN:550-584-3810 \ I I \
SMITH TODD A \ \ I I 1 \ \
SMITH SHANE F52
D.B. 2607, P.G. 52 cNo
ZONING: CR \ oco I I I \ \ \ w
USE: RESIDENTIALI
I \ PIN:550-584-6841 PIN :550-584-7747 I \ \
ROBINSON JACK LISK JEFFREY T I
ROBINSON CHERYL/WIFE I HYATTAMBER A
D.B.
ZONISNG: CR25 D BZON NG: CR155 I \
I I I I \ \
� h USE: RESIDENTIAL I USE: RESIDENTIAL I
ol
1 \ Ill I \
PIN:550-584-8744 I \ \
I n 1/ �� 4 w by / y MONTEITH BOBBIE P I I I I
4 V o / o D.B. 2771, P.G. 311 I \
PIN: 550-584-2731 / / EXIST. 4" WATER LINE / v . / ZONING: CR
i HUBBARD H FELIX / 660 ' 4 �/ / USE: RESIDENTIAL I I I PIN: 550I584-9740 I \
HUBBARD CAROL J WF / / / I I I
/
D.B. 756, P.G. 397 / KING JAY ROBERT4 D.B. 10813, P.G. 267
/ c� I ZONING. CR I I
I I I USE: RESIDENTIAL I
/ SS / SS $ �g</ °N l I I l
Znvc
0
658 - SS EXIST. SANITARY SEWER (TYP)
657 it
' / / / \ / I I
/ I I
EXIST. 2" WATER LINE
EXIST. SANITARY SEWER / SS \ 21
/ MANHOLE TYP \ o "� I I
( ) \ o Nm
PIN:550-584-1692
THROCKMORTON GARRY L 66�
THROCKMORTON ANNA M WF
D.B. 11030, P.G. 8 655
PIN:550-584-5531
SS'
TURIGEON M CHAEL W / / 653 SAPIELAK JOHN CIWIF E ho
SAPIELAK JUDY V 41 2
D.B. 825, P.G. 241
TURGEON ELIZABETH/WIFE ^ / l
D.B. 798, P.G. 25
co
LINETYPE LEGEND
EXIST. BOUNDARY LINE
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. STORM DRAINAGE
EXIST. R/W
EXIST. TREE LINE
EXIST. PROPERTY LINE
- 570 - — — — — -
---------- 568 --- ---
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
3. SEE SHEET C-1.02 FOR ADDITIONAL NOTES.
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
SEAL
�� CARo
u EAL
050693 =
III
05/06/2022
11111111111////
SIG*
CORPORATE
SEAL
?;k.. �y
//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: 1 "=30'
0 15' 30' 60'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
SILVERTON WELL #1
EXISTING CONDITIONS AND
DEMOLITION PLAN
SHEET NUMBER
C-1 .03
5/5/2022 11:27 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT

NOTES:
/
83-7891
1. EXISTING CONDITIONS SURVEY WAS PREPARED BY GPI. SURVEY WAS / / / / / PIN: 5TAMAR
/ / / / / / ROBINSOND.B.11182 P.GA1R 3J CONDUCTED ON MARCH 4, 2021. / / � / /
2. HORIZONTAL AND VERTICAL DATUM CONTROL PROVIDED BY GPI / ZONING: CR /
� / USE: RESIDENTIAL
HORIZONTAL DATUM: LOCALIZED INC STATE PLANE COORDINATE / / / ° /
SYSTEM, NAD 83 (2011) - 5 / 6� ^o / EXIST. REGULATORY FLOODWAY
VERTICAL DATUM: NAVD 88
/ PIN:550-583-6758
3. FLOODPLAIN INFORMATION TAKEN FROM FEMA MAP NUMBER / / / ZILLOW HOMES /
3710550500M DATED NOVEMBER 16, 2018 / PROPERTYTRUST
4. NO WETLANDS ARE PRESENT ON THIS SITE. SEE WETLAND DELINEATION / // / / / D.B. 15368, P.G.267
REPORT PREPARED BY RON JOHNSON OF ECS SOUTHEAST, LLP DATED ZONING: CR /
/ U/
PIN:551-505-7372
USE: RESIDENTIAL
7/14/2021. / / i / / DIVINE ARMISTEAD
5. SEE SHEET C-1.02 FOR ADDITIONAL NOTES / / / / / / I EUGENE ESTATE
/ / D.B. 12689, P.G. 290
/ / / °E \ \ LINE TYP EXIST. PROPERTY (TYP)
9sos,F \ \ EXIST. COMMUNITY \ / s�� s
ENCROACHMENT AREA sso�s
232 p? F
EXIST. 500 YEAR FLOODPLAIN \
PIN:550-583-5562 I I \ \ \
LANG STEVEN DAVID
LANG / JEN BRANDY WF P.B. 22, 22, P.G.P96 0° p
/ D.B. 14066, P.G. 249 / ^°° �ti. / I I EXIST. SANITARY SEWER
/ ZONING: CR / �ti° \ MANHOLE (TYP)
USE: RESIDENTIAL 5a \
EXIST. SILVERTON I �\ \ NST 20' oa a^e /
WELL #2 BUILDING 1
ti TO BE DEMOLISHED I I / yg, 37.52' 599
EXIST. HYDROPNEUMATIC
/ STORAGE TANK TO BE
ABANDONED AND REMOVED N Jam- \ 595
cloo
/ / � / / \ � � ✓ \ ` / I I / � / / � \ EXIST. TOP OF BANK (TYP)
EXIST. CREEK CENTERLINE (TYP)
_Mn M��Mn Mn 595
n \ � EXIST. TOP OF BANK TYP
� / � EXIST. CAROLINA WATER (TYP)
/ /
EXIST. 6" WATER LINE SERVICE SANITARY SEWER
/ I PIN:550-583-8467
CAROLINA WATER SERVICE INC OF NC /
D.B. 13669, P.G. 151 \ �
�"
ZONING: CR / I
\v USE: PUBLIC INFRASTRUCTURE / �/�
/ �d9, PARCEL ACREAGE:2.00ACRES \1 / \/\ / EXIST. WSACC SANITARY SEWER
PARCEL SF: 87,084 SF cJ
EXIST. 25' ACCESS �� ry°1, b^� s� l - EXIST. 60 WSACC SANITARY /
EASEMENT / SEWER EASEMENT �5
C�
PIN: 550 583 6440
EXIST. DRIVEWAY / STINSON JAMES A JR / / /oo
STINSON MT WF / /�
D.B. 908, P P.G. G. 227
/
n / ZONING: CR /
/ / / USE: RESIDENTIAL / / / \ / / / / S
EXIST. CAROLINA WATER
s / /
M11 �� / A / / 5/ / \ SERVICE SANITARY SEWER
5 lobSS I
/ / 5 - s,
\ / Ism X/
/ \
EXIST. RIGHT-OF-WAY (TYP) /M
I
/ / / i
EXIST. 500 YEAR FLOODPLAIN g � � SS,
c
I /
e3 — C'
PIN:550-593-2030
CAROLINA WATER SERVICE INC OF NC / S
/ / / / / / r I / / D.B. 12197, P.G. 213
ZONING: CR L
USE: PUBLIC INFRASTRUCTURE T
610 / / s
EXIST. COMMUNITY
ENCROACHMENT AREA CIO
PIN: 550-583-6244 /
PEREZ PALIN U O JAR IN QU / /
HERNANDEZ LOURDES LISBETH A
P.B. 22, P.G. 96 D.B. 15515, P.G. 217�—
ZONING:
boy / USE: RESIDENTIAL
BRADFIELD
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/ / z/ I / �OJ��
N / o
ro / / / \
N v 9
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EXIST. BOUNDARY LINE
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
EXIST. STORM DRAINAGE
EXIST. R/W
EXIST. TREE LINE
EXIST. PROPERTY LINE
— 570—-
568
BRADFIELD / —
J FARMS WWTP s2s
EXIST. FENCE (TYP)
AA
i PIN:550-593-3038 /
/ PEACH ORCHARD ESTATES / 6` / / / / / j .J,
HOMEOWNERS ASSN INC
P.B. 70, P.G. 2 / /
D.B.12325,P.G.195 / / \ \
ZONING: CR / /
USE: HOA OPEN SPACE / / / / /O� I / \ — -
/ x� / / / / / / / / I BE�O� YOU DIG!
y J CALL 1-800-632-4949
N.C. ONE -CALL S HELAW!
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223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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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 #2
EXISTING CONDITIONS AND
DEMOLITION PLAN
SHEET NUMBER
C-1.04
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223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
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05/06/2022
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BRADFIELD FARMS -
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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
U4-29-2022
4
NCDEQ STORMWATER
APPLICATION
05-06-2022
DESIGNED BY:
PWS
DRAWN BY:
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CHECKED BY:
DCS
SCALE NORTH
VERT: N/A
HORZ: 1"=200'
0 100, 200' 400'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
BRADFIELD & SILVERTON
SUBDIVISION MAP
SHEET NUMBER
C-1.05
5/5/202211:28AM DAPHNEBRICE Z:\TEMPLATES\SHEETS\CDSHEETS\CIVIL\SHEET-24X36.DWT