WQ0043246_Applewood_Subdivision_FTSSE_Final_Engineering_Asbuilts_20240628

N DRAWING LEGEND
W E PROPERTY LINE \ \ \ \
S BUILDING FOOTPRINT
RIGHT OF WAY LINE \�
\ gt LINE FROM DEED OR PLAT
a - 1096 EXISTING CONTOUR LINE - 2 FT. \ \
orthingway Gt. � �
1096-- PROPOSED CONTOUR LINE - 2 FT.
- W - - - WATER MAIN
SS SANITARY SEWER MAIN
dews
°me
Ra
SITE
STOKES COUNT C0�
FORSYTH COUNTY
approx. location of county line)
LOCATION MAP - NOT TO SCALE
now or formerly
BERRY T. O'NEAL
D.B. 417 Pg. 1728
PARCEL NO.: 5991088390
ZONED L-I
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now or formerly
JAHA PROPERTIES LLCI
►.B. 649 Pg. 1443
P.B. 12 Pg. 101
,'EL NO.: 5991076139
ZONED R-A
DKES COUNTY_
SYTH COUNTY
xation of county line)
\�
now or formerly
DONNAHA PROPERTIES LLC
D.B. 3166 Pg. 3806
Lot 24 Block 4728 I I
PIN: 5991-06-6663 I I
FORSYTH COUNTY
ZONED AG I�
Know whars below.
Call before you dig.
- - -
- - STORM DRAIN PIPE
C & G CURB & GUTTER
N/F NOW OR FORMERLY
HYD HYDRANT
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WV WATER VALVE OR BOX I
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TIME BAPTIST CHURCH
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D.B. 676 Pg. 2127
D.B. 14 Pg. 44
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PARCEL
NO.: 5991182270 I
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now or formerly
PILOTMEW APARTMENTS
L I C ASSOCIATES -STOKES
D.B. 331 Pg. 1655, D.B. 314 Pg. 252
PARCEL NO.: 599105188790 & 599105281666
ZONED R-MF
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RECORD DRAWING CERTIFICATION
L03751
Firm Name. WithersRavenel�Address : 115 Mackenan Drive, Cary, NC, 27511 ° oo
Jose h Turner, P / Director, Construction Administration oName !Title : P o
° ��-1 Signature: �o
I hereby oe o the best of my knowledge and belief that this record drawing is based an SEAL
actual field survey information provided by RLS Surveying & Consulting dated June 17, 2024
and accurately represents the final condition of this project. The constructed improvements have been
field verified and conform to all the provisions of the City of King.
Water Permit # 22-00154
Sewer Permit # WQ0043246
Reclaimed Water Permit # N/A
SEE CITY OF KING
SPECS.
R2, R4, AND R11
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/ a I RICHARD E. NEW'splvlir•. .4 _03y.
a , i1�APPROVEDAS
D.B. 241 Pg. 544-'r.=L © CORRECTANE
I PARCEL NO.: 599106j 7 i :;* ENGINFE1R ANDICRCONTRACTOR RLSPONSALF FOi
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10' UTL.
EASEMENT
11' 6"
5'
CAN VARY 2'
114" / FT 12
~I
50' R/W
27' B-B
22' PAVEMENT
1/4" / FT. 114" / FT.
3.5" MIN. 1" S 9.5A
2"S95B
10' UTL.
EASEMENT
6' 6" 5' WATER & SEWER
CONNECTIONS
2' 6" 3' 1 1'8"
114" I FT 1/4" I FT � �2:1
1 MAX
­_
CONC. SIDEWALK
KING SPEC. R-11
8" A.B.C.
O
CITY OF KING
O
APPROVED 30"
VALLEY
T MIN. COVER
CURB -SEE DET. T MIN. COVER
UNDER 4' USE D.I. PIPE
WATER MAIN
8" SDR-26 SAN.
8"or 6" DR-18 C900
SEWER MAIN
WATER MAIN
TYPICAL 30" VALLEY CURB & GUTTER SECTION (50') ROW
3/4" Domestic Water Meter
See Det. W-9 Sheet
C.O. at 1'-8" Behind Sidewalk
or at Right -of -Way
Corporation Cock
See Det. W-9 '
8" or 6" DR-18 C900 Water Main
Std Sewer Manhole
Det. SS-1 WYE or Saddle
Cortex or Equal (City Spec. SS-5)
Am lx­
APPLEWOOD WAY - CRISPIN CT. - CRISPIN CIRCLE NOT TO SCALE
MACINTOSH DR. - TAIL STAR CT. - COURTLAND CT.
COURTLAND DR. - DIXIELAND CT.
SEE CITY OF KING
SPECS.
I R3, R4, AND R11
I
GUPTON R.D.G. NOTES
a N
U E
8" SDR-26 Sanitary Sewer
TUpir-ol Water and Sewer
Gonnec-tion Detoils
SITE DATA
AREA: 49.26 ACRES ± 2,145,765.60 S.F. ±
PIN: 5991 -1 6-6438.000
PLAT BOOK 9 PAGE 193
DEED BOOK 558 PAGE 1947
YADKIN TOWNSHIP, STOKES COUNTY, NORTH CARD
AREA = 21.09 ACRES
CAROL
PIN: 5991 -1 7-5585.000
PLAT BOOK 9 PAGE 193
DEED BOOK 558 PAGE 1947
YADKIN TOWNSHIP, STOKES COUNTY, NORTH CARD
AREA = 19.86 ACRES
CAROL
PIN: 5991-16-9664.000
LOT 025A BLK 4728
DEED BOOK 429 PAGE 1044
OLD RICHMOND TOWNSHIP, FORSYTH COUNTY, NORTH CARO
AREA = 7.33 ACRES
0 1. HYDRANTS, WATER METERS, AND SEWER CLEANOUTS SHALL BE INSTALLED AT/ON
Y 0
- RIGHT-OF-WAY LINE BEHIND SIDEWALK (MEASURED TO CENTER OF OBJECT). NO HYDRANT,
M METER, OR CLEANOUTS PERMITTED IN SIDEWALK OR DRIVEWAYS.
2. SEWER CONNECTION TAIL PIECES SHALL EXTEND TO BACK OF 10' UTILITY EASEMENT. ALL
5 SEWER LATERALS TO BE SCHEDULE 40 PVC AND A MIN. SLOPE OF 2.0% FROM SANITARY
a SEWER MAIN TO CLEANOUT.
a
m 3. ALL STATIONS, DIMENSIONING, AND STRUCTURE LABELS ARE BASED ON THE STREET
a -0Y CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE. TOP OF CURB (TOC) ELEVATIONS FOR
o ° ALL CATCH BASINS IN ROAD ARE IN REFERENCE TO TOP OF STANDARD CURB. CATCH BASINS
U o ° 0 INSTALLED IN VALLEY CURB WILL REQUIRE THE CONTRACTOR TO MAKE THE NECESSARY
Y a •'� ADJUSTMENTS. YARD INLETS AND THROAT INLETS TOP ARE AT THE RIM OF THE INLET. TOP OF
a U THROAT INLET'S CONCRETE BOX STRUCTURE IS NOT INCLUDED IN THE ELEVATIONS SHOWN
T� L T
F "' ° ON THE PROFILE SHEETS. SANITARY SEWER MANHOLE ELEVATIONS ARE TO TOP OF RIM AND
CENTERLINE OF STRUCTURE. INVERT ELEVATIONS ARE TO CENTERLINE OF MANHOLE UNLESS
NOTED OTHERWISE.
4. CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS PRIOR TO ANY SITE DISTURBANCE.
5. DUE TO ADJUSTABILITY REQUIRED FOR STORM STRUCTURES, ALL CATCH BASINS AND YARD
INLETS TO BE BUILT PER NCDOT BRICK SPECIFICATIONS. STORM MH's TO BE APPROVED
PRE -CAST CONSTRUCTION. PRE-FAB. CONCRETE STRUCTURES MAY BE USED BUT MUST
ALLOW FOR FINAL TOP ADJUSTMENTS AS MAY BE REQUIRED TO MEET FINISH GRADES. THE
CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ADJUSTING CONCRETE STRUCTURES TO
FINAL GRADES THAT MAY BE REQUIRED BY UNAVOIDABLE CONDITIONS OR BY GOVERNMENT
OFFICIALS REQUEST REGARDLESS OF THE SITE OR GRADING PLAN. PIPEWORK IS TO HAVE A
MINIMUM OF FOUR FOOT (4') COVER.
6. GENERALLY ALL WATER MAINS TO BE DR-18 C900. SANITARY SEWER TO BE SDR-26, DR-14 900,
AND DUCTILE IRON AS NOTED. DIFFERENT PIPE TYPES ARE AS NOTED AND PER CITY OF KING
SPECIFICATIONS. CONNECTIONS MADE TO WATER METERS TO BE PER PLANS.
7. ALL SANITARY SEWER MAINS NOT UNDER PAVEMENT AT 6 FT. TO 12 FT. DEPTH SHALL BE
SDR-26 HEAVY WALL P.V.C. ALL SANITARY SEWER MAINS UNDER 6 FT. AND OVER 12 FT.
DEPTHS AND UNDER PAVEMENT SHALL BE DR-14 P.V.C.
8. ALL WATER MAINS SHALL BE DR-18 P.V.C. AND ALL WATER MAINS UNDER PAVED AREAS SHALL
BE DR-14 C900 P.V.C. ALL WATER MAINS SHALL HAVE 12 GUAGE TRACER WIRE INSTALLED AND
SHALL BE STUBBED UP IN VALVE BOXES.
9. ALL FIRE HYDRANTS SHALL BE 51/4" BARRELL SIZE AND EITHER MUELLER OR AMERICAN
DARLING PER CITY OF KING SPECIFICATIONS.
10. REGARDLESS OF DISPLAYED GRADE ON GRADING PLAN SHEETS, THE ROADS ARE TO BE BUILT
TO CENTERLINE OF ROAD PROFILES AND WITH SIDE SLOPES OF ROAD MATCHING THE ROAD
SECTION DETAILS. VARIATION TO THESE PLANS REQUIRES ENGINEER CONSULTATION AND
APPROVAL.
WATER AND/OR SANITARY SEWER:
1. THE MOST CURRENT EDITION OF THE CITY OF KING'S MUNICIPLE CODE AND MEET THEIR
CURRENT STANDARDS FOR ENGINEERING AND CONSTRUCTION. WILL GOVERN ALL WATER
AND SANITARY SEWER CONSTRUCTION.
2. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE CENTER OF EACH
LINA LOT. CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30" CENTER TO CENTER AND HAVE
WOODEN STAKES PLACED ON EACH SIDE. STAKES SHOULD BE FLAGGED OR PAINTED FOR
VISIBILITY.
3 DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE
I
I
I
I
I FLOODPLAIN DATA
CITY INSPECTOR AT THE OWNER'S EXPENSE.
I
FIRM MAP NUMBER: 3710599100K
ROADWAY:
COMMUNITY PANEL NO.: 370458
1.
THE MOST CURRENT EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
I
I
(ZONE X) MINIMAL FLOOD RISK
I
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND THE NORTH CAROLINA
34
I
I MAP DATE: JAN UARY 2, 2009
I
DEPARTMENT OF TRANSPORTATION ROADWAY STANDARD DRAWINGS WILL GOVERN ALL
PART IN ZONE AE AS SHOWN
ROADWAY CONSTRUCTION UNLESS OTHERWISE SPECIFIED HEREIN.
I
I
I
2.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF
I
IWATERSHED CLASSIFICATION:
CONSTRUCTION.
-
CROOKED RUN CREEK
I
3.
ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) (15" MIN. DIAMETER)
I LITTLE YADKIN RIVER
UNLESS OTHERWISE NOTED. RCP SHALL BE MINIMUM CLASS III AND JOINTS MUST HAVE
YADKIN RIVER
O-RINGS OR FLEXIBLE JOINT MATERIAL. METAL PIPE SHALL BE CORRUGATED ALUMINUM PIPE
I
I
(CAP). CAPCONNECTORS ITH FLAT GASKETS. AASHTO M197
33
I
AND/OR ASTICAP
M B744 MUST BE CLEARLY MARKED ON ALL CAP.
CURRENT PROPERTY OWNERS:
4.
ALL DRAINAGE STRUCTURES MUST MEET NCDOT STANDARDS. SOLID WALL, PRECAST
I
I
I
LGI HOMES -NC, LLC
I
CONCRETE STRUCTURES CONFORMING TO NCDOT 840.45 ARE ACCEPTABLE (NO WAFFLE
-
1450 LAKE ROBBINS DRIVE, SUITE 430
WALLS). ALL PIPE OPENINGS IN PRECAST STRUCTURES MUST BE CAST OR CORED. CATCH
-
I THE WOODLANDS, TX 77380
BASINS FOR CURB AND GUTTER MUST CONFORM TO NCDOT 840.01 OR 840.02 AND NCDOT
840.03. NCDOT APPROVED PRECAST CONCRETE MANHOLES ARE ACCEPTED AS SUBSITUTES
FOR CATCH BASINS.
32
I
I
I
I PROPERTY ADDRESS:
5.
FRAMES, GRATES AND HOODS SHALL BE MANUFACTURED AND INSTALLED PER CITY OF
KING SPECS AND STANDARDS. KING SD-4 & SD-5.
I
I
I
NEWSOME ROAD
_
I KING, N. C. 27021
I
THE NAME OF THE MANUFACTURER MUST BE PERMANENTLY CAST ON THE FRAME AND ON
- �
I
THE GRATE.
I6.
DOUBLE CATCH BASINS SHALL BE TWO SEPARATE BASINS WITH RCP BETWEEN THE BASINS.
THE RCP SHALL BE GREATER THAN OR EQUAL TO THE SIZE OF THE OUTLET PIPE.
31
I
I
I
I
UTILITY PLAN SET SHEET INDEX
I
7
IF A DRIVEWAY LOCATION CONFLICTS WITH A CATCH BASIN THE FOLLOWING FRAME AND
\ \ U 89 I GRATE SHALL BE USED:
$$ 87 86 85 I I I I UTILITY COVER SHEET 1.01
Q® I EAST JORDAN IRON WORKS, INC. - CATALOG NUMBER V-4510
APPLEWOOD WAY PLAN & PROFILE STA. 0+00 to 8+00 6.01
\ APPLEWOOD WAY PLAN & PROFILE STA. 8+00 to 12+02.68 6.02 8. ALL SUBGRADE UNDER PAVED AREAS, CURB AND GUTTER, SIDEWALK, AND ROADWAY
SHOULDERS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS
30 STOKES CRISPIN COURT PLAN & PROFILE 6.03 DETERMINED BY AASHTO T99 AND THE NCDOT. THE FINAL 12" OF SUBGRADE UNDER PAVED
COUNTY
O AREAS AND UNDER CURB AND GUTTER SHALL BE COMPACTED TO 100%. DENSITY TESTS BY
CRISPIN CIRCLE PLAN &PROFILE 6.04
O a DEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE CITY INSPECTOR AT
I - AN IN
�\ 77 U FOR S YTH COUNTY MACINTOSH DRIVE PLAN & PROFILE STA. 0+00 to 8+00 6.05 THE OWNER'S EXPENSE. THE SUBGRADE SHALL BE PROOF ROLLED (MIN. 25 TONS) AND
_ II WITNESSED BY THE INSPECTOR PRIOR TO PLACEMENT OF STONE OR ASPHALT BASE. THE
1 \\ O Q I (approx. locatiO4 of county l in) I MACINTOSH DRIVE PLAN & PROFILE STA. 6+00 to 12+00 6.06 PROOF ROLL SHALL PROVIDE ANON -YIELDING SURFACE (PUMPING, RUTTING, SATURATED
/ 0
MACINTOSH DRIVE PLAN &PROFILE STA. 12+00 to 14+64.78 6.07
SOIL, ETC. ARE UNACCEPTABLE). FOR SUBGRADE UNDER SIDEWALKS, CITY INSPECTOR WILL
TAIL STAR COURT PLAN & PROFILE 6.08 PROBE TO DETERMINE IF THE SUBGRADE IS SUFFICIENTLY COMPACTED.
9. ALL STONE BASE SHALL BE COMPACTED TO AN AVERAGE OF 98% OF THE MAXIMUM DRY
29 I I I COURTLAND DRIVE PLAN &PROFILE 6.09
1® DENSITY AS DETERMINED BY AASHTO T180 AND THE NCDOT. THE UNIT WEIGHT AND
EXISTING 25' SANITARY SEWER I I DIXIELAND COURT PLAN & PROFILE STA. 0+00 to 7+00 6.10 OPTIMUM MOISTURE CONTENT WILL BE THE LATEST NUMBERS ON FILE AT THE QUARRY
i EASEMENT(PUBLIC)
MAIL KIOSK FROM WHICH THE ABC STONE IS OBTAINED. ON -SITE TESTS (AT OWNER'S EXPENSE) MAY BE
- - � L I I DIXIELAND COURT PLAN &PROFILE STA. 7+00 to 10+99.79 6.11
REQUIRED TO VERIFY THE UNIT WEIGHT AND MOSTURE NUMBERS. STONE FROM DIFFERENT
i nIEWSC)ME RCA ID WIDEN NG PLAT a 1 �
I � QUARRIES SHALL NOT BE MIXED. DENSITY WILL BE TESTED WITH A NUCLEAR DENSITY
� - - - - __ I Ra.16 � I �� PTT`
` ------ MA INTOSH DRIVE Tc GAUGE BY THE CITY INSPECTOR. THE INSPECTOR'S RESULTS ARE FINAL. MOISTURE
IV. 1000NTENT (AS TESTED BY THE INSPECTOR) MUST BE NO MORE THAN THE OPTIMUM
28 MOISTURE CONTENT PRIOR TO PAVING. THE STONE BASE SHALL ALSO BE PROOF ROLLED
(MIN. 25 TONS) AND WITNESSED BY THE INSPECTOR PRIORTO PAVING. THE PROOF ROLL
SHALL PROVIDE A NON -YIELDING SURFACE (PUMPING, RUTTING, SATURATED STONE, ETC.
STORM PIPE PLAN & PROFILE #35 to #44A ARE UNACCEPTABLE). IF RAINFALL OCCURS AFTER TESTING BUT PRIOR TO PAVING, THE
1 INSPECTOR AND ENGINEERING FIELD MANAGER WILL DETERMINE IF ADDITIONAL TESTING
I- I I AND/OR PROOF ROLL WILL BE REQUIRED.
-I SANITARY SEWER OUTFALL, LOTS 33 & 34 SEWER 6.18 10. THE CITY INSPECTOR RESERVES THE RIGHT TO TEST ASPHALT BY CORE SAMPLING OR BY
I
27 NUCLEAR METHODS AT THE OWNER'S EXPENSE.
/ -- GENERAL I I I \ 11. TRACK COAT TO BE APPLIED TO ALL EXISTING ASPHALT SURFACES PRIOR TO PLACING NEW
I ASPHALT.
\ \ EXI\G 20' SANITARY SEWER EASEMENT (PUBLIC) I -
- � l\ 12. FINAL LIFT OF ASPHALT TO MATCH GUTTER (MAXIMUM 1/4" ABOVE GUTTER). ASPHALT
\ GRAPHIC SCALE � DETA II SHEET \A/ATC� 9� BELOW GUTTER IS UNACCEPTABLE.
��\ \ now or formerly - 13. SUB -DRAINS TO BE CONSTRUCTED AS REQUIRED BY CITY INSPECTOR TO STABILIZE THE
WILMA N. BUTNER 100 0 50 100 200 400 SUBGRADE. METHOD TO BE DETERMINED BY OWNER'S TESTING LAB OR OWNER'S ENGINEER.
D.B. 1883 Pg. 1966 1 1 BETAIL SHEET -
STeRM DRAINAGE (2) 9
TAX LOT 8, BLOCK 4728 14. EXISTING CURB AND GUTTER AND PAVEMENT TO BE REPLACED OR REPAIRED AS REQUIRED
FORSYTH COUNTY UTILITY PLAN SET 26 SHEETS TOTAL TO TIE TO SOUND MATERIAL.
. \\ ZONED AG ( IN FEET )
\ 15. A FENCE SHALL BE INSTALLED AROUND STORMWATER PONDS PER CITY OF KING'S
1 inch = 100 ft. SPECIFICATIONS.
G u pto n's Royal
Design Group
CIVIL ENGINEERING -SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
RDG
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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SCALE:
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REVISIONS:
6/20/22
CITY OF KING
7/6/2022
CL GRADE CHG
SURVEYED BY: CRH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
11
360 -
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SHEET TITLE:
UTILITY COVER
SHEET
1.01 OF 26
DATE: 10/27/21
PROJECT NO: 12882-21 D

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SEE SHEET 6.04
HIGH POINT STA
PVI STA =
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R o
09)9
•69,1
�
3
21
°
N�
\
n
Q
rnvi00
..�
Z
Z
L0
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LO
UJ
Z�
9
o N
z�
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r-
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LO ® ® U a®
O� N O� r, 10 m00 r,= Off•
Off' N --w n O,e IIZ 0;wi �® Off• Lb4
m® 0)(0 00 ® 00 am 00 ®1 0)(m m ov 0000
0 Clm ® 0)(0 0) = 0) am M am 0) ct 0) am
3+00 4+00 5+00 6+00
m
00
.
0
0
+
+
r
(1)�
N
r7
Z
N
m
U
a> m
O0- iK U
a a>
F�
N d-
00 -
m ri
00 00
60 0�
8 00 A
cd
~Cj 91
��vm
'0: g
m
15"
N Z
Ln
-AZ:N Z
Lj
m a0 0 >
U H a Z
3' MIN
STORM PIPE DATA
PIPE
N0.
FROM
INLET
0.
TO
INLET
NO.
INLET
AREA
ACRE
TOTAL
AREA
ACRE
C
COEFF.
I
INTEN.
IN HR)
INLET
FLOW
(CFS)
PIPE
FLOW
(CFS)
PIPE
SLOPE
(FT FT
PIPE
LENGTH
FT
REG'D
ID IA.
IN
USED
DIA.
IN)
PIPE
CAPAC.
(CFS)
PIPE
VELOC.
(FP5
1
1 N T
❑ U T
1.00
1.00
0.50
6.88
3.44
3.44
0.0350
82.00
9.4
18
19.70
7.21
2
2
3
0.06
0.08
0.50
6.88
0.28
0.28
0.0100
23.00
4.6
15
6.48
2.40
3
3
5
0.08
0.16
0.50
6,88
0.28
0.55
0.0610
194.83
4.2
15
15.99
5.61
4
4
0.62
0.78
0.50
6.88
2.13
2.68
0.0150
23.00
10.0
15 1
7.93
4.93
5
5
7
0.31
1.09
0.50
6.88
1.07
3.75
0.0682
1 135.70
8.5
15
16.91
9A6
6
6
7
0.47
1.56
0.50
6.88
1.62
5.37
0.0150
23.00
13.0
15
7.93
5.86
7
7
21
.33
1.89
0.50
6.88
1.14
6.50
0.1074
44.70
9.6
15
21.22
12.87
8
8
9
0.50
6.88
1.62
1.62
0.0138
29.00
8A
15
7.61
4.21
9
9
10
0.50
6.88
0.45
2.06
0.0230
100.82
8.4
15
9.82
5.42
1 ❑
10
11
0.50
6.88
0.00
2.06
0.0159
196.81
9.0
15
8.17
4.72
11
11
12
[OD.421'21
0.50
6.88
0.00
2.06
0.0120
115.35
9.4
15
7.09
4.25
12
12
21
0.50
6.88
0.17
2.24
0.0100
33.31
10.1
15
6.48
4.05
18
18
20
0.50
638
1.44
11.04
0.0448
62.04
13.8
18
22.29
10.58
19
19
20
0.26
0.26
'50
6.88
0.89
0.89
0.0150
26.00
6.6
15
7.93
3.75
20
20
21
0.04
3.51
C.
6.88
0.14
12.07
0.0536
23.33
13.8
18
24.38
11.57
21
21
23
0.00
605
0.50
6B8
0.00
20.81
0.0369
137.50
18.2
24
43.57
11.53
22
22
23
0.23
0.23
0.50
.88
0.79
0.79
0.0150
23.00
6.3
15
7.93
3.63
23
23
25
OA5 1
6.73
0.56
6.
1.55
23.15
❑.0438
176.85
18.3
24
47.4fi
12.63
DRAINAGE RUCTURE DATA
STRUCTURE
INO.
STATION
TYPE
INLET
DRAINAGE
AR EA (AC)
Q-10Y
AT INLET
(CFS)
G TER
SPR D
(FT)
RIM/INLET
TOP OF
CURB
PIPE
IN 0.
IN
INVERT
IN
INVERT
OUT
GRATE
TYPE
2
1+42.55
CS
0.08
0.28
1014.05
1010.81
F
3
1+42.55
C8
0.08
0.28
1014.05
2
1010,58
1007.49
G
4
3+37.38
C8
0.62
2.13
10 06
997.22
F
5
3+37.38
C8
0.31
1.07
1002.
3
995.61
995.61
G
4
996.88
6
4+72.38
C8
0.47
1.62
992.34
987.75
F
7
4+72.38
CB
0.33
1.14
992.34
5
986.36
986.16
G
987.41
8
2+40.77
CB
0.47
1.62
995.87
992.73
F
9
2+40.77
CB
0.13
0.45
995.87
8
992.33
992.13
G
10
3+14.25
Y I
0.00
0.00
993.94
9
989.81
987.64
GRATE
11
1 +28.84
Y I
0.00
0.00
990.00
10
4.52
984.52
GRATE
12
0+13.50
CB
0.05
0.17
987.35
11
98 . 4
982.95
F
18
5+90.94
CB
0.42
1.44
992.60
17
986.9
986.78
G
19
6+41.41
CB
0.26
0.89
990.89
986,49
F
20
6+52.67
CB
0.04
0.14
990.51
18
984.00
983.25
G
19
986.10
21
5+15.93
S M H
0.00
0.00
989.05
7
981.36
981.
R& C
12
982.61
20
982.00
22
6+51.78
C8
0.23
0.79
981.89
977.64
23
6+51.78
CB
0.45
1.55
981.89
21
976.09
975.89
G
22
977.29
1)685
8b D COVER
OF
R`18
¢b �s
O
RCA
0
?s
4389
O M
N(0
t0
d M
f0
00 00
d LT
CO r,
N n
CO r,
N d
00 r,
7+00
8+00
GRAPHIC SCALE 20 40 80
( IN FEET )
1 inch = 40 ft.
1010
1000
tiRlll
na
TYPICAL ALL CONNECTIONS UNLESS NOTED OTHERWISE
CITY OF KING STANDARD 3/4" WATER SERVICE
SEE DETAILS W1, W2, CITY OF KING DIET. W-9
C) CITY OF KING STANDARD 4" SAN. SEWER CONNECTION
SEE DETAIL SS2, CITY OF KING DET. SS-5
PROPOSED CL GRADE
EXISTING CL GRADE - - - - - - - - -
25' RIGHT
25' LEFT
GENERAL PLAN NOTES:
1. THE CONTRACTOR SHALL OBTAIN AND BECOME FAMILIAR WITH THE LATEST EDITIONS
OF THE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR DETAIL DRAWINGS
OF WATER LINE, SANITARY SEWER LINE, AND STORM PIPE CONSTRUCTION AND
SPECIFICATIONS.
2. WATER AND SANITARY SEWER PIPE TO BE INSTALLED UNDER PAVEMENT SHALL BE
DR-14 C900 PVC OR OTHER AS APPROVED BY THE CITY OF KING. USE DUCTILE IRON P-401
PIPE AT STREAM CROSSINGS. ALL EXPOSED CUTS IN D.I. P-401 TO BE REPAIRED WITH
MANUF. SUPPLIED KIT. SEE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR SPECIFICATIONS.
3. GENERALLY WATER & SEWER CONNECTIONS SHALL BE INSTALLED BESIDE EACH OTHER
AT THE CENTER OF EACH LOT. METERS & CLEANOUTS ARE TO BE SPACED NOT
MORE THAN 30" CENTER TO CENTER AND HAVE WOOD STAKES PLACED ON EACH
SIDE FLAGGED OR PAINTED FOR VISIBILITY.
4. HYDRANTS, WATER METERS, AND SEWER CLEANOUTS SHALL BE INSTALLED V-8"
BEHIND SIDEWALK/RIGHT OF WAY (MEASURED TO CENTER OF OBJECT). NO
HYDRANT, METER, OR CLEANOUTS PERMITTED IN SIDEWALK OR DRIVEWAYS.
5. SEWER CONNECTION TAIL PIECES SHALL EXTEND TO BACK OF 10' UTILITY EASEMENT.
ALL SEWER LATERALS TO BE SCHEDULE 40 PVC AND A MIN. SLOPE OF 2.0% FROM
SANITARY SEWER MAIN TO CLEANOUT.
6. HANDICAP RAMPS PER NCDOT STD. 848.05 TO BE INSTALLED AT ALL SIDEWALK AND
CURB CROSSINGS AT INTERSECTIONS AND/OR AS MARKED:
TALL STATIONS, DIMENSIONING, AND STRUCTURE LABELS ARE BASED ON THE STREET
CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE. TOP OF CURB (TOC) ELEVATIONS
AT CATCH BASINS ARE IN REFERENCE TO TOP OF STANDARD CURB. CATCH BASINS
INSTALLED IN VALLEY CURB PER CITY OF KING STD. SD-7 AND SD-8. YARD INLETS
ELEVATIONS ARE REFERENCED TO TOP OF GRATE OR THROAT INLET. SANITARY SEWER
MANHOLE ELEVATIONS ARE TO TOP OF RIM AND CENTERLINE OF STRUCTURE. INVERT
ELEVATIONS ARE TO CENTERLINE OF MANHOLE UNLESS NOTED OTHERWISE.
8. SEE SHEET 9.15 FOR PIPE AND STRUCTURE CHART. USE ELEVATIONS, DIMENSIONS
AS SHOWN IN PROFILE IF CHART AND PROFILE CONFLICT.
m
Gupton's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN ° LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
O
M
Z
�
J
�00
O
J
0I\
U
w (�
a- Z
O
>
LLI
o~
W
o
N N
z
O
U)z
of
W Lil
m�
z
0
o
0
w O
(j
=
W
LLJ
Y w
H
O
OLo
SCALE:
1 "= 40' Horizontal
1 "= 4' Vertical
REVISIONS:
2/16/2022
UPDATE
3/2/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
7/6/2022
CL GRADE CHG
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
' CA
360
,9 '•,GINE,. O
SHEET TITLE:
Plan & Profile
APPLEWOOD WAY
0+00 to 8+00
6.01 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D

r�L
30.00'
CD
00
CD 4
LU8 00 iCB
LU
co Z
J �
LU =
LU U
co
,S L'99
SEGN
RET
D
� M
0'9
COMMON AREA
/ 40/
�O
v v
L�
Pop
COMMON AREA
36
FE5 #33
GLA55 1 RIP -RAP APRON oq
d50=6" dmax=9" \\
3Do=&' La=12' H=14' Thk=14"
0
SFF
10 �o
25' STORMWATER POND
MAINTENANCE EASEMENT
COMMON AREA
OUTLET #44A
GLA55 II RIP -RAP APRON TO POND BOTTOM SEE DET.
d50=G" dmax=14"
30o=11' La=22' H=26' Thk=21"
/ o r rr i O
i
i
i
GRAPHIC SCALE
/ 40
1 9901980 1 1 9801 960 1 1
o=
25.50 LF 1
RCP @ 1.5
(O f2
Cq N
a0 a0 00
N I� N0)
N 0)
00 (0 00
0)
0) 0)
8+00 9+00
10+00
APPLEWOOD WAY
PROFILE
980`970
\ t
NP
970 96 '99,
�F 0 24. RC
�@
A. 10+99.45
61.1
.87
INV OUT953.78
aoM
M M
O1
O 7
n
(n
n CDCD
iinfIej
f
n
MH #3 ST . 1 +21.18 1 + 4.0
RI 957.42
IN IN 9 6.15
INV OUT 945.64
M1`0 M
M w
4:I
I.
n
m
0)to
LO LO
0) CD
Cn
CD O)
[WIGIC
13+00
9701950
ij z
r
920
0+00
in
1 +00
20 40 80
( IN FEET )
1 inch = 40 ft.
73.20 Ll 30"
RCP @ 1.00%
2+00
STORM PIPE DATA
PIPE
N O.
FROM
1INLET
O.
TO
INLET
N 0.
INLET
AREA
(ACR E)
TOTAL
AREA
(ACR E)
C
COEFF.
I
INTEN.
(IN/H R)
INLET
FLOW
(CFS)
PIPE
FLOW
(CFS)
PIPE
SLOPE
(FT/FT)
PIPE
LENGTH
(FT)
REQ'❑
DIA.
(IN)
USED
DIA.
(IN)
PIPE
CAPAC.
(CFS)
PIPE
VELOC.
(FPS)
23
2
25
0.45
6.73
0.50
6.88
1.55
23.15
0.0438
176.85
18.3
24
47A6
12.63
24
24
25
0.63
0.63
0.50
6.88
2.17
2.17
0.0136
25.00
9.4
15
7.55
4.50
25
25
27
0.50
7.86
0.50
6.88
1.72
27.04
0.0447
173.50
19.4
24
47.95
13.23
26
1 26
7
0.44
0.44
0.50
6.88
1.51
1.51
0.0150
25.50
8.1
15
7.93
4.27
27
1 27
0.53
8.83
0.50
6.88
1.82
30.38
0.0437
171.77
20.3
24
47.41
13.50
28
28
29
0.43
1 0.43
0.50
6.88
1.48
1 A8
0.0152
23.00
8.0
1 15
7.98
4.27
29
29
33
0.51
9.77
0.50
6.88
1.75
33.61
0.0208
46.22
24.2
30
59.31
10.48
30
30
31
0,A
0.33
0.50
6.88
1.14
1.14
1 0.0150
33.00
7.2
15
7.93
3.98
31
31
32
0.07
0.17
0.50
6,88
0.24
34.98
0.0100
57.64
28.2
30
41.12
8.05
32
1 32
34
0.03
1 0
0.50
6.88
0.1 ❑
35.09
0.0100
73.20
28.3
30
41.12
8.05
33
33
34
3.80
1 Ar,
0.50
6.88
13.07
13.07
0.0447
106.30
14.7
24
47.95
11.03
34
34
34A
0.30
14.30
.50
6.88
1.03
49.19
0.1038
110.70
20.7
36
215.43
21.07
34A
34
❑ U T
0.00
14.30
O.
6.88
0.00
49.19
0.0100
55.00
32.1
36
66.87
8.76
DRAINAGE STRUCTURE DATA
STRUCTURE
N ❑.
STATION
TYPE
INLET
DRAINAGE
AR EA AC
Q-10y
AT INLET
CFS
GUTTER
SPREAD
FT
RIM/INLET
TOP OF
CURB
PIPE
NO.
IN
INVERT
IN
INVERT
OUT
GRATE
TYPE
23
6+51.78
CB
0.45
1.55
98129
21
976.09
97529
G
22
977.29
24
8+37.90
CB
0.63
2.17
973.53
969.23
F
25
8+28.63
CB
0.50
1.72
973.94
23
968.14
967.94
G
24
968.89
26
9+89.09
CB
0.44
1.51
6.74
962.49
F
27
10+00.26
CB
0.53
1.82
27
25
960.10
959.98
G
26
962.11
28
11 +65.72
❑ CB
0.43
1.48
958.81
954.56
F
29
11 +68.41
❑ CB
0.51
1.75
958.69
27
952.47
949.56
G
8
954.47
30
1+51.14
CS
0.33
1.14
957B8
953.43
F
31
1.27.18
CB
0.07
0.24
957.20
29
948.60
1 948.40
G
30
952.93
32
0+69.53
CB
0.03
0.10
956.45
31
.82
947.82
G
34
0+10.39
D CB
0.30
1.03
954.14
32
94 .
945.25
E
33
947.
34A
0+55.00
YI
0.00
0.00
941.60
34
933.76
930.53
1G R AT E
F.E.S. DATA INLET/CUTLET PROTECTION
DRAINAGE
LENGTH
WIDTH
WIDTH
THICKNESS
RIP RAP
FES
SIZE
Q-10y
V-10y
INVERT
PIPE
AREA
Do+La
3xDo
DEPTH
d axSIZE
NO.
(IN)
(CFS)
(FPS)
ELEV.
NO.
(ACR E)
FT
FT
FT
(IN)
]
33
24
3.80
13.07
11.03
952.00
33
12
14
6
14
9
34A
1 12
1 14
6
28
18
STORM PIPES 33 - 34 PROFILE
950
0
920
3+00
TYPICAL ALL CONNECTIONS UNLESS NOTED OTHERWISE
0 CITY OF KING STANDARD 3/4" WATER SERVICE
SEE DETAILS W1, W2, CITY OF KING DIET. W-9
® CITY OF KING STANDARD 4" SAN. SEWER CONNECTION
SEE DETAIL SS2, CITY OF KING DIET. SS-5
PROPOSED CL GRADE
EXISTING CL GRADE - - - - - - - - -
25' RIGHT
25' LEFT - -
GENERAL PLAN NOTES:
1. THE CONTRACTOR SHALL OBTAIN AND BECOME FAMILIAR WITH THE LATEST EDITIONS
OF THE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR DETAIL DRAWINGS
OF WATER LINE, SANITARY SEWER LINE, AND STORM PIPE CONSTRUCTION AND
SPECIFICATIONS.
2.WATER AND SANITARY SEWER PIPE TO BE INSTALLED UNDER PAVEMENT SHALL BE
DR-14 C900 PVC OR OTHER AS APPROVED BY THE CITY OF KING. USE DUCTILE IRON P-401
PIPE AT STREAM CROSSINGS. ALL EXPOSED CUTS IN D.I. P-401 TO BE REPAIRED WITH
MANUF. SUPPLIED KIT. SEE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR SPECIFICATIONS.
3. GENERALLY WATER & SEWER CONNECTIONS SHALL BE INSTALLED BESIDE EACH OTHER
AT THE CENTER OF EACH LOT. METERS & CLEANOUTS ARE TO BE SPACED NOT
MORE THAN 30" CENTER TO CENTER AND HAVE WOOD STAKES PLACED ON EACH
SIDE FLAGGED OR PAINTED FOR VISIBILITY.
4. HYDRANTS, WATER METERS, AND SEWER CLEANOUTS SHALL BE INSTALLED V-8"
BEHIND SIDEWALK/RIGHT OF WAY (MEASURED TO CENTER OF OBJECT). NO
HYDRANT, METER, OR CLEANOUTS PERMITTED IN SIDEWALK OR DRIVEWAYS.
5. SEWER CONNECTION TAIL PIECES SHALL EXTEND TO BACK OF 10' UTILITY EASEMENT.
ALL SEWER LATERALS TO BE SCHEDULE 40 PVC AND A MIN. SLOPE OF 2.0% FROM
SANITARY SEWER MAIN TO CLEANOUT.
6. HANDICAP RAMPS PER NCDOT STD. 848.05 TO BE INSTALLED AT ALL SIDEWALK AND
CURB CROSSINGS AT INTERSECTIONS AND/OR AS MARKED:
7. ALL STATIONS, DIMENSIONING, AND STRUCTURE LABELS ARE BASED ON THE STREET
CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE. TOP OF CURB (TOC) ELEVATIONS
AT CATCH BASINS ARE IN REFERENCE TO TOP OF STANDARD CURB. CATCH BASINS
INSTALLED IN VALLEY CURB PER CITY OF KING STD. SD-7 AND SD-8. YARD INLETS
ELEVATIONS ARE REFERENCED TO TOP OF GRATE OR THROAT INLET. SANITARY SEWER
MANHOLE ELEVATIONS ARE TO TOP OF RIM AND CENTERLINE OF STRUCTURE. INVERT
ELEVATIONS ARE TO CENTERLINE OF MANHOLE UNLESS NOTED OTHERWISE.
8. SEE SHEET 9.15 FOR PIPE AND STRUCTURE CHART. USE ELEVATIONS, DIMENSIONS
AS SHOWN IN PROFILE IF CHART AND PROFILE CONFLICT.
J
Gupton's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
RDG
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
O
Z
`r
J
�00
0
J
Oto
N�
U
w (�
O Z
Ld
>Q
LLJ
U)
W
0
Z Z
T
0
(n
W (Ifw
°° g
L.L_
Z 0
00
U
O =
W ?i
Ld
�
Y g W
0
0
SCALE:
1 "= 40' Horizontal
1 "= 4' Vertical
REVISIONS:
2/16/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
7/6/2022
CL GRADE CHG
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
'N CA ,
�o N"
E _
360 =
B. G\)
SHEET TITLE:
Plan & Profile
APPLEWOOD WAY
8+00 to 12+02.68
6.02 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D

Gupton's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
IP
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
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6/20/2022
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7/6/2022
CL GRADE CHG
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Plan & Profile
CRISPIN
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6.03 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D

Gupton's Royal
Design Group
CIVIL ENGINEERING -SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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2/16/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
7/6/2022
CL GRADE CHG
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SHEET TITLE:
Plan & Profile
CRISPIN
CIRCLE
6.04 OF 26
)ATE: 10/27/21
'ROJECT NO: 12882-22D
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72
15 7.93 3.96
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OF THE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR DETAIL DRAWINGS
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7. ALL STATIONS, DIMENSIONING, AND STRUCTURE LABELS ARE BASED ON THE STREET
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LF
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5
CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE. TOP OF CURB (TOC) ELEVATIONS
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INSTALLED IN VALLEY CURB PER CITY OF KING STD. SD-7 AND SD-8. YARD INLETS
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ELEVATIONS ARE REFERENCED TO TOP OF GRATE OR THROAT INLET. SANITARY SEWER
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MANHOLE ELEVATIONS ARE TO TOP OF RIM AND CENTERLINE OF STRUCTURE. INVERT
CLR
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ELEVATIONS ARE TO CENTERLINE OF MANHOLE UNLESS NOTED OTHERWISE.
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GRAPHIC SCALE
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4+00
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6+00
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
14
Gupton's Royal
Design Group
CIVIL ENGINEERING o SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN - LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
O
110
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SCALE:
1 "= 40' Horizontal
1 "= 4' Vertical
REVISIONS:
2/16/2022
UPDATE
3/3/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
F• E S A o 0�i
;Q
360
SHEET TITLE:
Plan & Profile
MACINTOSH DRIVE
0+00 to 6+00
6.05 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D

G u pto n's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
O
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SCALE:
1 "= 40' Horizontal
1 "= 4' Vertical
REVISIONS:
2/16/2022
UPDATE
3/3/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
11�0,,,,
\NESAo0�i
:Q
360
?9�FiyG'I
B.
SHEET TITLE:
Plan & Profile
MACINTOSH DRIVE
6+00 to 12+00
6.06 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D

SEE SHEET 6.08
MATCH LINE STA 2+00
1.19,
Q g
� d
t W + 0 0
= Z
CLLI
J
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EXISTING 25 SANITARY SEWER
EASEMENT(PUBLIC)
I
GRAPHIC SCALE
40 0 20 40 80 160
L
( IN FEET )
1 inch = 40 ft.
STORM PIPE DATA
PIPE
N 0,
M
INLE
N O.
TO
INLET
p_
INLET
AREA
(ACR E)
TOTAL
AREA
(ACR E)
C
COE FF.
I
INTEN.
(IN/H R)
INLET
FLOW
(CFS)
PIPE
FLOW
(CFS)
PIPE
SLOPE
(FT/FT)
PIPE
LENGTH
(FT)
REQ'D
DIA.
(IN)
USED
❑IA.
(IN)
PIPE
CAPAC.
(CFS)
PIPE
VELOC.
(FP S)
74
74
7
0.75
2.78
0.50
6.88
2.58
9.56
0.0582
144.79
12.5
15
15.62
11.26
75
75
76
0.59
3.37
0.50
6.88
2.03
11.59
0.0200
23.00
16.4
18
14.89
7.92
76
1 76
79
0.
3.46
0.50
6.88
0.31
11.90
1 0.0723
84.90
1 13.0
18
28.32
12.90
77
77
79
0.83
0.50
6.88
2.86
2.86
0.0275
100.66
9.1
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10.74
6.28
78
78
79
0.22
0.22
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0.76
0.76
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3.59
79
79
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0.50
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0.41
15.93
0.0179
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80
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1 2.86
18.78
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19.2
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DRAINAGE STRUOTURE DATA
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TYPE
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DRAINAGE
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2.58
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990.54
989.54
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73
990.54
75
0+70.83
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0.59
2.03
985.65
74
981.12
980.92
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76
0+70.83
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0.09
0.31
985.65
75
46
978.40
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77
14+79.81
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0.83
2.86
982.33
978.07
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78
13+93.91
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0.22
0.76
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79
1 13+93.91
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1 0.12
1 0.41
1
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972.26
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975.30
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975.30
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SEE DETAILS W1, W2, CITY OF KING DIET. W-9
® CITY OF KING STANDARD 4" SAN. SEWER CONNECTION
SEE DETAIL SS2, CITY OF KING DIET. SS-5
PROPOSED CL GRADE
EXISTING CL GRADE - - - - - - - - -
25' RIGHT
25' LEFT - -
GENERAL PLAN NOTES:
1. THE CONTRACTOR SHALL OBTAIN AND BECOME FAMILIAR WITH THE LATEST EDITIONS
OF THE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR DETAIL DRAWINGS
OF WATER LINE, SANITARY SEWER LINE, AND STORM PIPE CONSTRUCTION AND
SPECIFICATIONS.
2.WATER AND SANITARY SEWER PIPE TO BE INSTALLED UNDER PAVEMENT SHALL BE
DR-14 C900 PVC OR OTHER AS APPROVED BY THE CITY OF KING. USE DUCTILE IRON P-401
PIPE AT STREAM CROSSINGS. ALL EXPOSED CUTS IN D.I. P-401 TO BE REPAIRED WITH
MANUF. SUPPLIED KIT. SEE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR SPECIFICATIONS.
3. GENERALLY WATER & SEWER CONNECTIONS SHALL BE INSTALLED BESIDE EACH OTHER
AT THE CENTER OF EACH LOT. METERS & CLEANOUTS ARE TO BE SPACED NOT
MORE THAN 30" CENTER TO CENTER AND HAVE WOOD STAKES PLACED ON EACH
SIDE FLAGGED OR PAINTED FOR VISIBILITY.
4. HYDRANTS, WATER METERS, AND SEWER CLEANOUTS SHALL BE INSTALLED V-8"
BEHIND SIDEWALK/RIGHT OF WAY (MEASURED TO CENTER OF OBJECT). NO
HYDRANT, METER, OR CLEANOUTS PERMITTED IN SIDEWALK OR DRIVEWAYS.
5. SEWER CONNECTION TAIL PIECES SHALL EXTEND TO BACK OF 10' UTILITY EASEMENT.
ALL SEWER LATERALS TO BE SCHEDULE 40 PVC AND A MIN. SLOPE OF 2.0% FROM
SANITARY SEWER MAIN TO CLEANOUT.
6. HANDICAP RAMPS PER NCDOT STD. 848.05 TO BE INSTALLED AT ALL SIDEWALK AND
CURB CROSSINGS AT INTERSECTIONS AND/OR AS MARKED:
7. ALL STATIONS, DIMENSIONING, AND STRUCTURE LABELS ARE BASED ON THE STREET
CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE. TOP OF CURB (TOC) ELEVATIONS
AT CATCH BASINS ARE IN REFERENCE TO TOP OF STANDARD CURB. CATCH BASINS
INSTALLED IN VALLEY CURB PER CITY OF KING STD. SD-7 AND SD-8. YARD INLETS
ELEVATIONS ARE REFERENCED TO TOP OF GRATE OR THROAT INLET. SANITARY SEWER
MANHOLE ELEVATIONS ARE TO TOP OF RIM AND CENTERLINE OF STRUCTURE. INVERT
ELEVATIONS ARE TO CENTERLINE OF MANHOLE UNLESS NOTED OTHERWISE.
8. SEE SHEET 9.15 FOR PIPE AND STRUCTURE CHART. USE ELEVATIONS, DIMENSIONS
AS SHOWN IN PROFILE IF CHART AND PROFILE CONFLICT.
G u pto n's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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2/16/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
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6.07 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D

G u pto n's Royal
Design Group
CIVIL ENGINEERING 4, SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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3/31/2022
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7/6/2022
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Plan & Profile
TAIL STAR
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6.08 OF 26
DATE: 10/27/21
'ROJECT NO: 12882-22D

Gupton's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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3/31/2022
UPDATE
6/20/2022
CITY OF KING
7/6/2022
CL GRADE CHG
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
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Plan & Profile
COURTLAND
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NO.
FROM
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NO.
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TOTAL
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C
COEFF.
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FLOW
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PIPE
FLOW
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PIPE
SLOPE
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PIPE
LENGTH
(FT)
REO'❑
DIA,
(IN)
USED
DIA.
(IN)
PIPE
CAPAC.
(CFS)
PIPE
VELOC.
(FPS)
50
50
51
0.61
3,68
0.50
6,88
2,10
12.66
0,0635
111.08
13.6
18
26.54
12.48
51
53
0.38
4.06
0.50
6.88
1.31
13.97
0,0350
28.75
15.8
18
19.70
10.23
52
52
53
0.82
❑.82
0.50
6.B8
2.82
2.82
0.0520
124.15
8A
15
14.77
7.98
53
53
0.38
5.26
0.50
6.88
1.31
18.09
0.0632
120.77
15.6
18
26.47
13.62
54
54
5
0.44
0.44
0.50
6.88
1.51
1,51
0.0150
28.50
8.1
15
7.93
4.27
55
55
-%
0.45
6.15
0.50
6.88
1,55
21.16
0,0600
156.95
16.7
24
55.55
13.89
56
56
57
0.50
0.50
0.50
6-BB
1.72
1,72
0.0200
23.00
8.0
15
9.16
4.91
57
57
58
0.64
7,29
0.50
6.68
2.20
25.08
0,0195
69,12
22.0
24
31.67
9.51
58
58
60
10.34
0.50
6.88
0.21
35.57
0,0379
123.27
22.1
24
44.15
13.31
59
59
60
0,
0,50
0.50
6.88
1,72
1,72
0,0150
24,00
8.5
15
7.93
4,41
60
60
62
0.58
11.42
0.50
6.8B
Z00
39.28
0,0315
118.03
23.8
30
72.98
12.73
61
61
62
0.30
0.30
0,50
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1,03
1,03
0,0150
23.00
7.0
15
7.93
3,88
fit
62
63
0.42
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0.50
6.B8
1.44
41.76
0,0156
36.51
27.8
30
51.36
9.94
63
63
64
0.52
1
0.50
6-88
1.79
43.55
0.0150
26.10
28.4
36
81.89
9.89
64
64
65
0.15
12.
0.50
6.B8
0.52
44.07
0.0100
67.49
30.8
36
66.87
8.52
65
65
65A
0.46
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0.50
6.8B
1.58
45.65
0,0100
112.71
31.2
36
66,87
B-60
65A
65A
65B
0.16
13.43
0.50
6.88
0.55
46.20
0.1480
80.83
18.9
36
257.24
23.69
65B
65B
OUT
0.00
13.43
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6.8B
0DO
46.20
0.0100
81.54
31.3
36
66.87
8-62
66
66
67
0.80
0,80
0.
6.88
2.75
2.75
0.0150
29.17
10.1
15
7.93
4.96
67
67
68
0.93
1.73
0.50
688
320
5,95
0,0595
152,34
10A
15
15.80
10.08
68
68
70
0.72
2.45
0.50
6.88
2.48
8,43
0,0524
106.12
12.1
15
14.82
10.49
69
69
1
1 70
0,47
0.47
0.50
68
1.62
1,62
0,0150
23,00
8.3
15
7.93
4,34
70
70
1 58
1 0.07
2.99
❑.50
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0.24
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0,1240
38,30
11.1
18
37.08
15.23
VAGE NTRUCTURE DATA I
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CFS
ER
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RIM/INLET
TOPOF
CURB
PIPE
NO.
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INVERT
IN
INVERT
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TYPE
2.10
1011,24
47
1005,12
1004.91
F
1.31
1001,23
996,15
G
1001,23
48
995.80
W5.60
F
49
995.80
1.31
4.52
50
988.75
988.55
F
1.31
99 50
991,25
THROAT
1.31
993.
51
987.54
987.34
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52
989.04
1.72
987.02
982.62
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2.20
985.98
53
979.71
979.51
G
982.19
1.72
976.38
971,98
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2.20
976.38
55
969.72
9W,52
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5fi
971.63
0.21
972.17
57
967.42
965,05
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70
5.25
1.72
967.13
962.73
F
2.00
966.96
58
959,87
G
59
962.3
1.03
963.47
959.00
F
1.44
963.47
60
956.15
955.13
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61
958.65
1.79
963,01
62
954.56
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0.52
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63
1 955.97
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1.58
964.18
64
953.10
952.
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0.55
963,50
65
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950.
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946.00
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939.51
937.83
R&C
2.75
991 AC
987,00
F
3,20
990.31
66
986.56
985.60
2.48
1 981.57
67
976.53
976.33
NF
162
97642
972.02
0.24
1 976.42
68
970.77
970.00
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TYPICAL ALL CONNECTIONS UNLESS NOTED OTHERWISE
CITY OF KING STANDARD 3/4" WATER SERVICE
SEE DETAILS W1, W2, CITY OF KING DET. W-9
® CITY OF KING STANDARD 4" SAN. SEWER CONNECTION
SEE DETAIL SS2, CITY OF KING DIET. SS-5
PROPOSED CL GRADE
EXISTING CL GRADE - - - - - - - - -
25' RIGHT
25' LEFT
A
GENERAL PLAN NOTES:
1. THE CONTRACTOR SHALL OBTAIN AND BECOME FAMILIAR WITH THE LATEST EDITIONS
pE
OF THE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR DETAIL DRAWINGS
OF WATER LINE, SANITARY SEWER LINE, AND STORM PIPE CONSTRUCTION AND
SPECIFICATIONS.
2.WATER AND SANITARY SEWER PIPE TO BE INSTALLED UNDER PAVEMENT SHALL BE
DR-14 C900 PVC OR OTHER AS APPROVED BY THE CITY OF KING. USE DUCTILE IRON P-401
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MORE THAN 30" CENTER TO CENTER AND HAVE WOOD STAKES PLACED ON EACH
SIDE FLAGGED OR PAINTED FOR VISIBILITY.
4.HYDRANTS, WATER METERS, AND SEWER CLEANOUTS SHALL BE INSTALLED V-8"
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Gupton's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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REVISIONS:
2/16/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
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SHEET TITLE:
Plan & Profile
DIXIELAND
COURT
STA. 0+00 to STA. 7+00
6.10 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D

G u pto n's Royal
Design Group
CIVIL ENGINEERING -SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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REVISIONS:
2/16/2022
UPDATE
3/31/2022
UPDATE
6/20/2022
CITY OF KING
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
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SHEET TITLE:
Plan & Profile
DIXIELAND
COURT
7+00 to 10+99.79
6.11 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D
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PROPOSED CL GRADE
GENERAL PLAN NOTES:
EXISTING CL GRADE - - - - - - - - -
1. THE CONTRACTOR SHALL OBTAIN AND BECOME FAMILIAR WITH THE LATEST EDITIONS
25' RIGHT
OF THE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR DETAIL DRAWINGS
OF SANITARY SEWER AND STORM PIPE CONSTRUCTION AND
WATER LINE, LINE,
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25' LEFT
SPECIFICATIONS.
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2.WATER AND SANITARY SEWER PIPE TO BE INSTALLED UNDER PAVEMENT SHALL BE
DR-14 C900 PVC OR OTHER AS APPROVED BY THE CITY OF KING. USE DUCTILE IRON P-401
PIPE AT STREAM CROSSINGS. ALL EXPOSED CUTS IN D.I. P-401 TO BE REPAIRED WITH
/
MANUF. SUPPLIED KIT. SEE CITY OF KING "CONSTRUCTION STANDARDS MANUAL" FOR SPECIFICATIONS.
3. GENERALLY WATER & SEWER CONNECTIONS SHALL BE INSTALLED BESIDE EACH OTHER
AT THE CENTER OF EACH LOT. METERS & CLEANOUTS ARE TO BE SPACED NOT
MORE THAN 30" CENTER TO CENTER AND HAVE WOOD STAKES PLACED ON EACH
SIDE FLAGGED OR PAINTED FOR VISIBILITY.
4.HYDRANTS, WATER METERS, AND SEWER CLEANOUTS SHALL BE INSTALLED V-8"
BEHIND SIDEWALK/RIGHT OF WAY (MEASURED TO CENTER OF OBJECT). NO
940
HYDRANT, METER, OR CLEANOUTS PERMITTED IN SIDEWALK OR DRIVEWAYS.
940
950
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5. SEWER CONNECTION TAIL PIECES SHALL EXTEND TO BACK OF 10' UTILITY EASEMENT.
ALL SEWER LATERALS TO BE SCHEDULE 40 PVC AND A MIN. SLOPE OF 2.0% FROM
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SANITARY SEWER MAIN TO CLEANOUT.
6. HANDICAP RAMPS PER NCDOT STD. 848.05 TO BE INSTALLED AT ALL SIDEWALK AND
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CURB CROSSINGS AT INTERSECTIONS AND/OR AS MARKED:
7. ALL STATIONS, DIMENSIONING, AND STRUCTURE LABELS ARE BASED ON THE STREET
CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE. TOP OF CURB (TOC) ELEVATIONS
AT CATCH BASINS ARE IN REFERENCE TO TOP OF STANDARD CURB. CATCH BASINS
/ /
INSTALLED IN VALLEY CURB PER CITY OF KING STD. SD-7 AND SD-8. YARD INLETS
ELEVATIONS ARE REFERENCED TO TOP OF GRATE OR THROAT INLET. SANITARY SEWER
MANHOLE ELEVATIONS ARE TO TOP OF RIM AND CENTERLINE OF STRUCTURE. INVERT
ELEVATIONS ARE TO CENTERLINE OF MANHOLE UNLESS NOTED OTHERWISE.
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8. SEE SHEET 9.15 FOR PIPE AND STRUCTURE CHART. USE ELEVATIONS, DIMENSIONS
AS SHOWN IN PROFILE IF CHART AND PROFILE CONFLICT.
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PROJECT SANITARY
SEWER OUTFALL
PROFILE
SANITARY
SEWER TO
LOTS 33 & 34 PROFILE
I
Gupton's Royal
Design Group
CIVIL ENGINEERING* SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
v
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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1 "= 40' Horizontal
1 "= 4' Vertical
REVISIONS:
12-28-21
UPDATE
3/31 /22
UPDATE
6/20/2022
CITY OF KING
SURVEYED BY: RCH
DRAWN BY: BSH
DESIGNED BY: BSH
APPROVED BY: HBG
Cq
� N ,
1O�L�O��SSjON,
360
B
i
SHEET TITLE:
Plan & Profile
SANITARY
SEWER OUTFALL
LOTS 33 & 34 SEWER
6.18 OF 26
DATE: 10/27/21
PROJECT NO: 12882-22D