SWA000178_Plansheet - Other_20221217

84 z
SITE
0
PROPOSED
0
2" THREADED -TAP
--
�
WEDDINGTON
_� - -
- WITH 2" GATE VALVE
° as
VICINITY MAP
RD
-
- - - - _ - _
_ 00.071
(NOT TO SCALE)
-
N65 3715" p
A a
Sam I
o
W T W
W
a
a
° a
PROPOSED 2"
PRO 0
6" GATE VALVE
° °
PROPOSED 6"
BLOWOFF
ASSEMBLY
- _
6" CAP
RESTRAINED JOINT
_
o
_ _AND
---------RP�SEE
BEL OW)__
INSET
(WATER MAIN TERMINATION)
SCALE: 1" = 20'
GENERAL NOTES:
1. THIS PLAN IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS OBTAINED
FROM A SURVEY PERFORMED BY "CAROLINA SURVEYORS", DATED OCTOBER 20, 2020.
2. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND SHOULD BE FIELD -VERIFIED PRIOR TO
CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. CONFLICTS
BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
3. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY.
4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED
DURING CONSTRUCTION.
5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS
HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION,
SPECIAL USE, SEWER AND WATER.
6. CONTACT THE APPROPRIATE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES.
7. TREES WITHIN THE ROAD RIGHT-OF-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED PRIOR
TO THE REMOVAL OF ANY RIGHT-OF-WAY TREES.
8. ALL TREES OVER 8" IN DIAMETER WITHIN THE PROPERTY SETBACK(S) ARE PROTECTED.
9. BEFORE YOU DIG, STOP. CALL THE NORTH CAROLINA ONE -CALL CENTER AT 8-1-1.
10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
NOW OR FORMERL Y
L ONG DENNIS P
1 PID 09`3450`3 7
1 - - ZONED. RA -20
EXISTING UTILITY _/ 11
POLE 01
=1
u0
EXISTING
OVERHEAD
ELECTRIC
(TYP.)
EXISTING
LEPHONE LINE
(TYP.)
0
o_
0
/
/
(STING UTILITY
POLE (TYP.)
(PRIVATE) MATERIAL SUMMARY:
4" PVC SANITARY SEWER LATERAL T.B.D.
4" DIAMETER PVC CLEANOUT T.B.D.
WATER SERVICE LINE 910 L.F.
IRRIGATION LINE T.B.D.
- - - - - - - - - -
1 LOT 14
48,746 Q. FT. I UTILITY CONSTI UC ION PHASE 3
(LOTS yh 2 14)II
---------- - - - - -- I I I i 1
LOT 11 � I �---------------.--
' ii I li--------------- it I -- - - - - - - - - - - - - - - -- II EI, 26,562 Q. FT.
II-- - - - - - - - - - - - - - -- y I------------------�I
EXISTING .GUY it I 1� LOT #13 �1 I i LOT #12
,WIRE (TYP.) - 'li i li 49,115 SQ. FT. II I 134,413 SQ. FT.
• ' II I 1i 11 ' I I i II II I � li - ' II
---=---=---- I II ,----------- -
- ---- I 1 ,
11 II-- - - - - - - - - - - - - -
' -'I
'----------- - - - - -
- II II 1 11 , II
II II PROPOSED
1 I I I II ¢ II RESIDENCE I I I'-- - - = - - - - ' --------' II
I-1
1 PROPOSED PROPOSED I I
RESIDENCE 1 I PROPOSED 1 II 14 1 ' I RESIDENCE i
RESIDENCE 1 ' I PROPOSED
RESIDENCE
PROPOSED
I
1 PROPOSED 3/4" DUAL 1 i lk .. II 1 RESIDENCE
- - - - - - I WATER PROPOSED 295' 0 6"
ER METER (TYP.) JI • �° II I I I I �• . I
I- - - _ - - (- ) 1 WATER MAIN EXTENSION
-J ..�°P
PROPOSED �170' OF 6" i - - - - - - - a • I1- - 1 I I. - la
RAINED�JOINT PIPE I EXISTING METER _ .. % % % % % % % - - - - - - - - - - - - - -I
TO BE ABANDONED 1 I% a
i ......... .....,. r.
U.C.P.W. UTILITY NOTES:
1. REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER & SEWER EXTENSION POLICY
AND UNION COUNTY WATER & SEWER EXTENSION ORDINANCE
2. ALL WATER AND SEWER TAPS, MATERIALS AND INSTALLATION TO BE BY THE DEVELOPER.
3. ENGINEER TO CERTIFY THAT DESIGN HAS BEEN VERIFIED BY GROUND SURVEY
4. A UNION COUNTY PUBLIC WORKS' UTILITY RIGHT-OF-WAY SHALL EXIST ON ALL SANITARY
SEWER LATERALS, WATER METERS, AND FIRE HYDRANTS. THE UTILITY RIGHT -OF WAY IS
LOCATED 5 FEET ALL SIDES FROM THE CLEANOUT, WATER METER, OR FIRE HYDRANT TO THE
PUBLIC OR PRIVATE ROAD RIGHT-OF-WAY.
5. THE PROPERTY OWNER SHALL NOT CONSTRUCT OR PERMIT CONSTRUCTION OR PLACEMENT OF
ANY TYPE STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AREA IN ANY MANNER
THAT WILL RESULT IN INTERFERENCE, INTERRUPTION, OR IMPEDIMENT OF UNION COUNTY
PUBLIC WORKS EASEMENT AND INGRESS/EGRESS.
6. ONLY UCPW PERSONNEL WILL OPERATE THE ACTIVE VALVES WHICH INCLUDED THE TAPPING
VALVE.
7. FIRE HYDRANT PLACEMENT (FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6
FEET BACK OF CURB AND GUTTER SECTIONS AND BACK OF DITCH IN ROADWAY SECTIONS) &
HAVE A CLEAR SPACE OF 5 FEET FROM ANY PERMANENT STRUCTURES.
8. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVE BOXES OR
THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
9. ALL 2" GATE VALVES SHALL BE COMPLIANT WITH AWWA C515
10. ALL 3" OR LARGER GATE VALVES SHALL BE COMPLIANT WITH AWWA C500 AND C509
11. ALL AIR RELEASE VALVES SHALL BE COMPLIANT WITH AWWA C512
12. VERIFICATION HAS BEEN MADE BY JONES CIVIL DESIGN THAT EACH LOT IS CAPABLE OF HAVING
GRAVITY SEWER SERVICE TO THE CENTER OF THE LOT AT THE FRONT SETBACK
13. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT
WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH
TIME AS PIPE LAYING AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN
ARE COMPLETED.
14. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UN-BACKFILLED TRENCHES NOR
SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET
(MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED
OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR
OTHER CONSTRUCTION.
15. IF WELL AND/OR SEPTIC SYSTEMS ARE ENCOUNTERED, THEN CONTACT DAVID FINLEY
(704.283.3879) WITH ENVIRONMENTAL HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER
PERTINENT INFORMATION.
U.C.P.W. SUPPLEMENTAL NOTES:
1. PROPOSED WATER SERVICE CONNECTION SHALL BE MADE TO THE EXISTING 6" WATERMAIN
ON THE SOUTH SIDE OF WATKINS RD.
2. LOTS SHALL BE SERVICED WITH SEPTIC SYSTEMS. SEPTIC SYSTEMS SHALL DESIGNED BY
OTHERS. DESIGN AND CONSTRUCTION OF SEPTIC SYSTEMS SHALL BE REVIEWED, APPROVED
AND INSPECTED BY UNION COUNTY.
3. DUAL METERS ARE REQUIRED FOR DOMESTIC FLOW AND IRRIGATION.
4. IRRIGATION WILL NOT BE PROVIDED FOR THE COMMON OPEN SPACE AREAS.
5. CONSTRUCTION IS ANTICIPATED TO BEGIN DECEMBER 5, 2022.
VERIFICATION NOTE:
THIS DESIGN HAS BEEN FIELD VERIFIED BY A GROUND SURVEY CONDUCTED BY
CAROLINA SURVEYORS, DATED: OCTOBER 20, 2020.
NCDOT UTILITY NOTE:
ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE REMOVED
FROM THE CLEAR RECOVERY ZONE (15' FROM THE EDGE OF PAVEMENT).
CALL
\o�
BEFORE YOU DIG,
KNOW WHAT'S BELOW
IT'S THE LAW
DEVELOPMENT DATA:
DEVELOPER/OWNER:
JR HOMES OF NC
8000 CORPORATE CENTER DRIVE, SUITE 100
CHARLOTTE, NC 28226
CONTACT: JIMMY RAY
(704)-877-1 178
EMAIL: JimmyRay330Gmail.com
ENGINEER OF RECORD:
JONES CIVIL DESIGN, P.C.
C. MATTHEW JONES, P.E.
[phone]
EMAIL: Matt®JonesCivilDesign.com
PROPOSED WATER USE:
RESIDENTIAL, SINGLE-FAMILY
AVERAGE DAILY (DOMESTIC) FLOW:
400 GPD (PER RESIDENCE) X 14 RESIDENCES = 5,600 GPD
FIRE FLOW:
ISO NFF (FOR RESIDENCES MORE THAN 30' APART) = 500 GPD
AVERAGE DAILY (IRRIGATION) FLOW:
200 GPO (PER RESIDENCE) X 14 RESIDENCES = 2,800 GPD
METERS SERVING THIS DEVELOPMENT:
14 PROPOSED DUAL METERS (3/4" DOMESTIC & IRRIGATION)
1 EXISTING METER (3/4" DOMESTIC) [TO BE ABANDONED
U.C.W. STANDARDS]
LEGEND
SANITARY SEWER LINE
- SS
FORCE MAIN
- FM
WATER LINE
W
GAS LINE
G
CONDUIT (EMPTY PVC)
C
UGE
UNDERGROUND ELECTRIC
OHP
OVERHEAD POWER
FO/C
FIBEROPTIC LINE
TELECOM LINE
T
METAL FENCE
WOODEN FENCE
° ° ° °
GUARDRAIL
- SWALE / DITCH
- - - - - -
- STORM DRAIN PIPE
(TOTAL) 13p,
WATER OF s„
MgIN RESTRAINED
JOINT
05
& BENRY PIPE
ELBAS NECESSA STORM DRAIN
1 MIN.
PIp 20
ON
THE SS L T' „pF R J
M DRAINN�ROSp„
SINg
WATER MAIN & STORM DRAIN CROSSING
(ISOMETRIC VIEW)
1 i I I I
I I I I I I I
I I l i I I i I I i I
LOT #8 I LOT #7 1 LOT #6 LOT 5
52,687 SQ. FT. I 1 52,909 SQ. FT. 1 I I 53,077 SQ. FT. I I #
I I I i I 48,910 SQ. FT.
1----------------I I------------------1 1 1-----------------I 1-------------
I UTL,ITY CONSTRUCTION PHASE I 1' t
(LOTS 5- 11
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I I
M II h
- I 11'-------------- II -------------- 1
M-
--------- - - - - -- I I 1'=------------ --I -- --1 i 11_ _�
I 1 I I 1 1 I 1
I
I
1 I I PROPOSED I 1 PROPOSED I I I PROPOSED 1
PROPOSED RESIDENCE RESIDENCE i 1
I RESIDENCE 1 RESIDENCE
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PER U.C.W. STANDARDS I % % % % % % I. % % • • % % % % % % v i ; , PROPOSED %4 DUAL r 1 W
' 0 1 WATER METER (TYP.) I: 1
-- -- ------�--- - ...,.. ............ l • EXISTIING
- -- - _ - - - .... %'% .... I TELEPHONE
--PfI ---1- 1------_ - �° a --- EDE�TAL -- II• - i - - {I -o --_ d
W.
PROPOSED 6" GAT W T� C,4 1 W
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TAP 2" GATE VALVE AND-PR(iP6�ED 3/ - - - - - a W W
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2BLOW-OFF ASSEMBLY INV.=636.9 ---
(SEE INSET, THIS SHEET) / o MAIN TAP (TYP.)
/
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DREAM PROPERTIES, LLC
PID 09,3450,32L
ZONED: RA -20
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1� RCMP,
EXISTING
MAILBOX
' INV.=637.6
EXISTING PROPOSED CONNECTION TO
GRAVEL DRIVE EXISTING 6" VALVE (AFTER
REMOVING EXISTING BLOWOFF)
PROPOSED WATER MAIN DEFLECTION
-UNDER THE STORM DRAIN PIPE/CULVERT
(SEE ISOMETRIC VIEW, THIS SHEET)
WATER MAIN -
15" RC PROPOSED -DUAL --MET SHALL BE
AT LEAST 5' FROM EXISTING REES
� EXISTING WATER
SERVICE (TYP.)
EXISTING
GRAVEL
/ EXISTING WATER DRIVE
METER (TYP.)
/
EXISTING MAILBOX
INV.-641.8 BRYAN AND MELISSA MOORE
/ PID Dgn
BONNIE F MARTIN ZONED., RA -20
PID 09.3450.32E '
ZONED: RA -20
/
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/ INV.=642.1
EXISTING
MAILBOX
1
1
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1
1
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1
1
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1
1
I
1
1
I
1
1
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WATKINS RD_ _ _
-�(S.R. 1163) PROPOSE _ D
` EXISTING MAIN TAP (TYP.)
° TELEPHONE 1
PEDESTAL 1
EXISTING EXISTING 1
A
GRAVEL GRAVEL 1
a`\ DRIVE DRIVE 1
\ EXISTING 1
BOX 1
WATKINS D DA VID -
PID 09,345032B
BR)'AN AND MELISSA MOORS �� ZONED: RA-20 _-
PID 09.345029C -
ZONED: RA -20 ' "
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0 40'
SCALE: 1 " = 40'
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