20170185 Ver 2_780283_ut_rdy__UC04psh-Default-000_20171213

REVISIONS 8/17/99SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
UTILITY CONSTRUCTION
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
Prepared in the Office of:$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PLANS ONLY
UTILITY CONSTRUCTION
Unless All Signatures Completed
Document Not Considered FinalGGERG .R SEMAJ
ANILORAC HTRON
L
ANOISSEFOR
PREENIGNE
LAES
87873
17BP.7.R.104 - ROCKINGHAM 283
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
RETAIN
RETAINRETAINRETAINRETAIN
REMOVE
WITH NATIVE MATERIAL PER SPEC.
BACKFILLCULVERT BURIED 1'
-L- STA. 13+30 TO 13+50 LT
Type of Liner= CL B Rip-Rap
EST. 10 SY GEOTEXTILE
EST. 10 TONS RIP RAP
FLOOD BENCH BORDER
CLASS II RIP RAP ON
EST. 50 SY GEOTEXTILE
EST. 50 TONS CASS II RIP RAP
CHANNEL IMPROVEMENT
30 LF OF OUTLET
EST. 60 SY GEOTEXTILE
EST. 60 TONS CL II RIP RAP
CHANNEL IMPROVEMENT
30 LF OF INLET
EST. 10 SY GEOTEXTILE
EST. 10 TONS RIP RAP
FLOOD BENCH BORDER
CLASS II RIP RAP ON
EST. ?? SY GEOTEXTILE
EST. ?? TONS RIP RAP
SEE DETAIL A
SPECIAL CUT DITCH
24" TCP
15" RCP WO
ODS
1
1SBKD
BUS
ISBK
36" CABLE
10'
B
S
T
12' BST18'
BST19'
BSTS
60.00'EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
EXISTING R/W
3
4
6
7
8
S
5
1°2
8'2
7"
E
7
2.4
8'S 30°08'37" E406.06'S 28°05'38" E225.15'N
4
3
°
3
5'
4
6
" W1
3
6.
5
2'N
4
9°3
2'4
6" W17
0.0
0'N 32°41'56" W506.24'
TO CRESCENT DR
TO SHERWOOD DR
8" TCP
MH 7
MH13
2
4" DI
P18" DIP15" PVC
18
"
P
VC15" DIP
15" DIP15
" TCP
15
"
T
CP
15
"
P
VC10" TCP10" TCP
A
BDIRECTION ONLY10" TCPS
4
1°
4
7'
1
7
" E4
0
8.
2
5'N 30°02'52" W151.95'
N 66°39'21" E
63.20'
N 56°47'47" E
275.26'COACH RD 52' BSTFAIRWAY DR 25' BSTTO BELMONT DRTO GREEN STE
XI
S
TI
NG
S
E
WE
R
E
AS
E
ME
NT
EIP
PK
0.86'R/W TO EIP24" CURB
60" PRIVACY WOODS
NO DOCUME
NT
F
OUNDS
E
WE
R
E
AS
E
ME
NT
E
XI
S
TI
NG
S
E
WE
R
E
AS
E
ME
NT
NO DOCU
MENT FOUND
SE
WER EASE
MENT
54.00'HEDGES
N
4
1°
1
5'
3
8
" W4
3
0.
4
4'
4
0.
0
0'
5.
7
1'R/W TO EI
P3
6" 3
S
B
WR/W TO PK 0.90'
EXISTING R/W
EXISTING R/W
60.00'
2"STL
2"STL 2"STL2"STL
12"DI
12"DI
12"DI
3 BL-3 944397.6478 1800420.0218 740.01 17+80.59
2 780283-2 944251.8310 1800064.8910 748.11 13+96.69
1 780283-1 943848.5570 1799263.9990 782.07 5+00.00
------------ ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION BL STATION
BL
CONC
CONC
O/H WL
CONC CURBCONC CURBCONC CURBCONC CURB2"STL
GPS 780283-2
-BL-3
EIP
WOODS
S
PK
STUMP
S
WOODS
MH 2
MH 8
BM-1
EIP
W/LT
24" RCP
WOODS
GAYLE G. FERGUSON
DR. JOHN V. FERGUSON
DB 867 PG 1848
BOBBIE K. KING
REID P. KING
DB 1068 PG 46
DB 762 PG 2094
DB 399 PG 236
LANDSCAPING
WOODS AND
MH 12
2.97'
R/W-EIP
2"STLMB 75 PG 8
MB 19 PG 39
DB 765 PG 1889
CRESENZO
NEVA JACKSON
CRESENZO
RICHARD A.
MB 75 PG 8
EASEMENT
MAINTENANCE
LAWN
NEVA J. CRESENZO
RICHARD A. CRESENZO
DB 1034 PG 2209EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
??" DI24' BST
SR 2686 RICHARDSON DR
MARY ANN UPCHURCH
G. R. UPCHURCH
DB 1074 PG 2520CREEKTROUBLESOMELITTLE
MH 1
0.16'
TO R/W
EIP
24" RCP
36" WD RAIL
GATE
MH 6
PVC
15"
PK
GRASS
GRASS
MH 16
PB 3 PG 145
DB 1352 PG 260
VIOLET, LLC.
LOON LAKE
MH 15
EIP
PB 3 PG 145
DB 1269 PG 348
MARY ELLEN SETTLE
MH 14
0.15'
TO R/W
EIP
FLUME
34' BST
SR 2686 RICHARDSON DR??? DI3.46'
TO EIP
R/W
24" RCP
8" HDPE
PARKING
BST
MH 3
LUTHERAN CHURCH
HOLY TRINITY EVANGELICAL
DB 844 PG 70
DB 513 PG 100
THOMAS S. HOLDERBY
DB 1006 PG 380
N 26°38'14" E
22.06'
GAYLE G. FERGUSON
JOHN V. FERGUSON
PB 16 PG 72
DB 1054 PG 618
MH 11
DB 851 PG 2093
DB 678 PG 324
DB 600 PG 280
CITY OF REIDSVILLE
MH 4
MH 5
RIP RAP
MH 10
R = 1,300.00'15+00-L- PC Sta. 10+00.00
-L- PT Sta. 12+95.00
-L- PC Sta. 14+54.06
-L- PT Sta. 16+40.00
-L-
-L- POC Sta. 12+50.00
BEGIN PROJECT 17BP.7.R.104
-L- POT Sta. 14+00.00
END PROJECT 17BP.7.R.104
-L- Sta. 13+29.77
END CULVERT
-L- Sta. 13+05.23
BEGIN CULVERT
TL-2
TL-2
TL-2
TL-2
TAPER
25'
TAPER
25'24'6' PS6' PSEXISTEXIST24'6' PS6' PS02020302020120'
65'
+90
EX. R/W
+50
70'
+20
45'
+50
70'
+45
75'
+25
EX. R/W
+50 EX. R/W
+00
EX. R/W
+00
4
5
1
3
2
GV GV10+00
11+00 12+00
LS LS
BO720
730
740
750
720
730
740
750
4
INVERT IN INVERT OUT
24" 726.62'
18" 726.80'
18" 732.13'
TOP ELEV.INVERT IN
MH1 737.44'24" 726.34'
MH2 739.42'18" 726.82'
MH3
MH4 741.03'15" 732.23'
MH5 741.34'
MH6 741.08'
MANHOLE#
MH7 740.18'15" 731.63'15" 731.58'
MH8 739.52'15" 731.77'15" 731.77'
MH9 15" 733.42'
MH10 740.16'15" 727.51'
MH11 738.54'15" 728.64'
MH12 747.91'8" 742.56'
MH13 739.57'10" 735.97'
MH14 743.24'10"A 736.74'10" 736.69'
MH15 751.62'10" 745.22'
MH16 740.04'
8" 743.51
ABANDONED ABANDONED
15" 728.52'
740.40 18" 728.40'15" 726.80'
15" 732.24'
15" 731.43'8" 732.88'15" 731.58'
15" 727.51'
10"B 738.34'
740.92'
********************************
60D NAIL IN 10" SWEETGUM
BL STATION 16+67.00 99' LEFT
N 944446 E 1800277
BM1 ELEVATION = 738.51'
********************************
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "780283-2"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 944251.831(ft) EASTING: 1800064.891(ft)
ELEVATION: 748.11(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 1.0000230844
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"780283-2" TO -L- STATION 10+00.00 IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
N 54° 42' 12.3" E DISTANCE: 100.10 ft
10 11 12 13 14NAD 83/ NSRS 2011710 710
(TYP.)
STATIONING
WATER LINE
BASED ON FIELD CONDITIONS.
ACTUAL QUANTITY AND TYPE OF FITTINGS WILL VARY
FITTINGS ON THS PLAN SHEET IS 1,030 POUNDS. THE
THE ESTIMATED QUANTITY OF DUCTILE IRON WATER PIPE
(TYP.)
STATIONING
NCDOT
WALLS (TYP.)
PROP. WING
5'-0" MIN OFFPROP. 12" VALVE
GATE VALVE
34' RT
+00+/- (-L-)
BACKFILLING SHALL BE ALLOWED
3,000 PSI STRENGTH BEFORE
AND ALLOW CONCRETE TO OBTAIN
PROVIDE THRUST COLLAR PER DETAIL
PROP. 12" LINE STOP
LINE STOP
34' RT
+90+/- (-L-)
PROP. 12" LINE STOP
BACKFILLING SHALL BE ALLOWED
3,000 PSI STRENGTH BEFORE
AND ALLOW CONCRETE TO OBTAIN
PROVIDE THRUST COLLAR PER DETAIL
PROP. 12" VALVE
GATE VALVE
33' RT
+48+/- (-L-)
LINE STOP
33' RT
+58+/- (-L-)
TEMPORARY SILT FENCE
STREAM)
(TYP EACH SIDE OF
BREAK AT LOW POINT
1-SILT FENCE WATTLE
ABANDON 200' OF 12" UTILITY PIPE
PROP.
THRUST COLLAR
VALVE TIE-RODDED TO
END NEW 12" WATER LINE.
EXIST. 12" WATER LINE;
CONTRACTOR SHALL LOCATE
THRUST COLLAR
VALVE TIE-RODDED TO
BEGIN NEW 12" WATER LINE.
EXIST. 12" WATER LINE;
CONTRACTOR SHALL LOCATE
GROUT TO NCDOT STANDARDS
WITH PROPOSED IMPROVEMENTS. IF NOT IN CONFLICT, FILL WITH
UTILITIES, INCLUDING VALVE AND APPURTENANCES IN CONFLICT
CONTRACTOR SHALL REMOVE ALL ABANDONED ROCKINGHAM COUNTY
1-12" PLUG
PROP.
45 DEGREE BEND
36' RT
+26+/- (-L-)
45 DEGREE BEND
44' RT
+43+/- (-L-)
45 DEGREE BEND
34' RT
+31+/- (-L-)
45 DEGREE BEND
40' RT
+18+/- (-L-)
1-12" PLUG
PROP.
WATER LINE (1)
PROP 252' OF 12"
STEEL ENCASEMENT
PROP 160' OF 24"
12" CIP, City Of Reidsville
12" CIP, City Of Reidsville
2" BLOWOFF
PROP.
BLOWOFF
40' RT
+13+/- (-L-)
ROTATE AS NECESSARY
HOR. BEND.
PROP. 12" 45 DEGREE
STA. 10+39.99
PROP. 12" GATE VALVE
STA. 10+14
PROP. 12" LINE STOP
STA. 10+04
PROP. 12" GATE VALVE
STA. 12+66
HOR. BEND.
PROP. 12" 45 DEGREE
STA. 12+48.24
ROTATE AS NECESSARY
ROTATE AS NECESSARY
HOR. BEND.
PROP. 12" 45 DEGREE
STA. 12+34.27
BORE & JACK
ENCASEMENT BY
PROP 24" STEEL
PROP 252' OF 12" RJDIP WATER LINE PROP. THRUST COLLAR
STA. 10+09
PROP. 12" LINE STOP
STA. 112+76
PROP. THRUST COLLAR
STA. 12+71
EX 12' CIP WATER LINE EX 12' CIP WATER LINE
EX GRADE
(TYP)
3'-0" MIN COVER
SEWER
SANITARY
EX 24" DIP
HOR. BEND.
PROP. 12" 45 DEGREE
STA. 10+59.27
ROTATE AS NECESSARY
ASSEMBLY
PROP. 2" BLOWOFF
STA. 12+29.27BEGIN ENCASEMENTSTA 10+64.27END ENCASEMENTSTA 12+24.27160'6'F
F
F
F
F
C C
F
C