SW3190501_As-Built_20210304

ii
Nu„.
CrjON PLANS
PER COpSVRSNETWORK
NCSPC
N:757726.21
E:1445149.83
SITE BENCHMARK EX -EDGE OF PAVEMENT PER CONSTRUCTION DRAWING
EL=826.62
WV Ny
BFP
FDC
EXi
SPOT EL
825.5'�
PROPERTY L / NE PER
CONSTRUCT/ON DRAWING
Q SPOT EL_
825.6'
Z
W
I
i
iV
1
I\ -<> - u
1 (GRATE INLET FULL QF WA7ER) SPOT EL PIFE FULL OF WATER) CL INV.EL=821.4
1 \\ TOP GRATE EL=82 S26.zs.
CL I NV. EL=821 . 9 '
�- SPOT EL (PIPE FULL OF WATER)
TOP cU
827. 1 'R6 50.5 L F OF 24 "
NEW ASPHAL T \ o RCP ® 0.207
NEW CONCRETE
SPOT EL� SPOT ELF } U N SPOT EL
I p 828. / e2e.2' 828` o �0 827URB
.1'
/ � W
827
829. off/ ^ -S7 gL \sPOi. a� p �Q �SPOr EL 1 0
D / a NEW CONCRETE - D / 4 \ B27 5
p�� , ,D p NEW COM�RETE_V
VV
SPOA SPOT EL ` SPOT3EL p Iv J� •.'NEW' I CONCRETE..., •' p:-
\ 829.4' a?„5' 'v
9, SPOT ELJ SPOT EL \ /
WV
SPOT EL SPOT EL SPOT EL SPOT EL SPOT EL SPOT EL
926.79' BFP
828.E \ B26. 62' \ 826.73\ 626.7\ / /825.90' El
\\ §PoT EL
* 826.64'
�.G_
PARCEL DRIVE
FH
4 FH
PROPERTY L / NE PER
CONSTRUCT/ON DRAWING
-3
SPOT
825.8
NCSPC
N:758203.48
E:1445276.87
EL:825.JO
SPOT EL 826.5' EX -EDGE OF PAVEMENT
SPOT EL
626. 9'
�--
•� 83.5 LF OF 18" RCP ® 0. •
FES EL= 822.E' /
� 23
- -� 825 FES EL= 821.9' i
825 - $22
I�
SPOT EL
FLOW L/NE
824. 1'
?S
ao Lr Ur Z4 KCP ® 0.539" I------ - -- --
TOP GRATE EL EL=826.1919' -
- --826--
SPOT EL
[ers
TOP CURB7'.
01
NEW ASPHAL T
'OT EL
CURB
324.8' EL
# `
FLOWW LINE
824' 1 30 " FES
INV OUT = 821.9'
2ts.
826.4'
I
R
/ �
I
SPOT EL
TOP CURB
626.9'
--J TOP CURB
,,SPOT EL
827.1
TOP CURB TOP C(MB
-c== - 828 = B27_ �
'�
�2
[821 n822
_7
824 J I
• 830 -- -830 -
_ - --
8
TOPOGRAPH / CAL CERTIFICATION AVERAGE TOP WALL EL EVA T l ON = 831. 0 '
1, DEAN E HILL, CERTIFY THAT THIS TOPOGRAPHIC SURVEY WAS
PERFORMED UNDER MY DIRECT SUPERVISION FROM AN ACTUAL
GROUND SURVEY. THE EL EVA T / ONS BE / NG SHOWN ARE NAVD 88
ELEVATIONS. SEE NOTE BELOW FOR FURTHER INFORMATION ABOUT
THE EL EVA T / ONS .
SURVEYOR'S CERTIFICATION
I, DEAN E HILL CERTIFY THAT TH / S AS-BU / L T MAP
WAS DRAWN BY ME FROM AN ACTUAL SURVEY MADE BY
ME; THAT THE ITEMS NOT SURVEYED ARE DRAWN OR
INDICATED AS GRAY SCALE LINES AND COLOR OF
CYAN FROM INFORMATION FOUND /N CONSTRUCTION DRAWING ENTITLE "UNITED PARCEL SERVICE PREPARED
BY BARRIOS ENGINEERING, LLC AND BEING PROJECT
NUMBER: 18-078 - DATED 10109119; AND THAT
THIS MAP MEETS THE REQUIREMENT OF STANDARDS OF PRACTICE FOR LAND SURVEYING /N NORTH
CAROLINA (21 NCAC 56.1600).
THIS 03 DAY OF MARCH, 2021.
PE-74IV E- ffIL L
PROFESSIONAL LAND SURVEYOR
NOTES
`01 1111111/,,,
0CARO, 7,
01. TH / S PROPERTY IS SUBJECT TO ALL RESTRICTIONS, EASEMENTS, OR RIGHT OF WAYS PRIOR TO THE DATE OF
S/0� •9
THIS MAP, PLAT OR SURVEY.
`
- ••• /�
SEAL9�
E A L -
02. THE UNADJUSTED RATIO OF PRECISION FOR THIS SURVEY EXCEEDS 1:10,000. THE ERROR OF M/SCLOSURE WAS
D l STR / BUTED BY LEAST SQUARES OR NETWORK LEAST SQUARES.
•• L i _=
' • •• $uR� �'
',',''
02 .. THE GOL BAL POS / T / ON / NG SYSTEM (GPS) OBSERVA T / ONS WAS PERFORMED TO THE GEOSPA T / AL POS / T / ON
ACCURACY STANDARDS, PART 2: STANDARDS FOR GEODET / C NETWORK AT THE 1 - CENTIMETERS ACCURACY
OFq IV • E • ��`�;
(HOR / ZONTAL ) & 3 - CENTIMETERS ACCURACY (VERTICAL) CL ASS I F I CA T I ON (957 CONF / DENCE) US / NG
�
CONVENTIONAL SURVEY PROCEDURES/RTK PROCEDURES AND THE VRS NETWORK. THE GPS /NFORMAT/OM /S
NAD83/2011 (HOR/ZONAL) & NA VD88 (VERTICAL) - GEOID12B AND WAS COLLECTED ON 11103/19 USING ONE CHC
REVISED 03/03/21 ADDED
x91+ GNSS SURVEY GRADE RECIEVER ( SUB -CENTIMETER ACCURARY).
SPOT EL EVA T l ONS AND
HANDICAP PARKING
7PROPERTYL I NE PER
CONSTRUCTION DRAWING
LEGEND
THESE STANDARD SYMBOLS WILL
BE FOUND /N THE DRAWING.
0 SITE CONTROL POINT
® GI=GRATE INLET
• ESE=EXISTING SPOT ELEVATION
X WV=WA TER VAL VE
FH=FIRE HYDRANT
LP=LIGHT POLE
0 BFP=BACKFLOW PREVENTER
AVERAGE TOP WALL ELEVAT ION = 830. 1
146.4 LF OF 30"RCP ® 0.207
PROPERTY L / NE PER
CONSTRUCT/ON DRAWING
TOP GRATE TOP=826.6'
CL INV EL=822.2'
TOP GRATE EL=826.5'
BOTTOM BOX EL=821.0'
INV. IN EL=824.0'OPENING-2'X 2.5'WEIR
INV.IN EL=823.0'8" PVC PIPE
INV. OUT EL=822.6'
AS -BUILT
SURVEY PREPARED FOR
UNITED PARCEL SERVICES
AND
BAR CONSTRUCTION CO.
CITY OF STATEVILLE - IREDELL COUNTY - NORTH CAROLINA
SCALE 1" = 30 - DATE 12/31/2020
REVISED 03/03/2021
DOCUMENT NUMBER 425-01
0 30 60 90
CROSSROAD SURVEYING SERVICES, LLP
FIRM NUMBER F-1330
DEAN E. HILL, PLS
882 BAKER CROSSROAD ROAD
REIDSVILLE, NC 27320
336.349.3056