HomeMy WebLinkAbout2023.07.12 Birchwood Phase 3 As-BuiltsBIRCHWOOD GROVE SUBDIVISION
PHASE 3 UTILITY AS-BUILT PLANS
UNDERFOOT PROJECT # C20035.00
SHEET INDEX
1.THESE AS-BUILT PLANS SHOW ORIGINALLY APPROVED DESIGN BY HUGH J. GILLEECE AND ASSOCIATES EXCEPT WHERE NOTED IN RED. THIS AS-BUILT IS FOR
WATER AND STORM ONLY.
2.WATERLINES SHOWN IN THE PROFILES IN THIS PLAN SET ARE SHOWN PER THE ORIGINALLY APPROVED DESIGN, SINCE NO VERTICAL AS-BUILT SURVEY WAS
PROVIDED. PER THE CONTRACTOR, THE WATERLINE HAS BEEN INSTALLED AT THE DEPTH PER PLAN.
3.PERIODIC SITE VISITS WERE PERFORMED BY UNDERFOOT ENGINEERING TO OBSERVE THIS PROJECT DURING CONSTRUCTION AND IT WAS DETERMINED THAT
THE UTILITIES WERE BUILT IN GENERAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AS CONFIRMED BY THE CONTRACTOR, IT IS ALSO
NOTED THAT THE ENGINEERING/UTILITY INSPECTOR FOR HARNETT REGIONAL WATER WAS ON-SITE DURING CONSTRUCTION, AS REQUIRED.
4.AS-BUILT UTILITIES ARE SHOWN GRAPHICALLY FOR REFERENCE. ACTUAL LOCATIONS ARE LISTED IN STATE PLANE COORDINATES (NORTHING, EASTING,
ELEVATION) ON SHEETS C-6.
5.AS-BUILT SURVEY INFORMATION WAS PROVIDED BY MAERSTAN SURVEYING IN APRIL 2023. ALL ELEVATIONS RE IN REFERENCE TO THE BENCHMARK SET
ON-SITE WITH THE FOLLOWING COORDINATES 623997.361, 2050627.206, 283.47. DATUM ARE NAVD 88 AND NAD 83.
6.SHOP DRAWING AND MATERIAL SUBMITTALS WERE PROVIDED BY THE CONTRACTOR PRIOR TO INSTALLATION AND WERE REVIEWED/APPROVED BY
UNDERFOOT ENGINEERING AND SUBSEQUENTLY BY HRW. DUE TO NATIONWIDE MATERIAL SHORTAGES, C-900 WATERLINE (INSTEAD OF SDR-21) WAS
PROPOSED AND ACCEPTED BY HRW FOR INSTALLATION. THE C-900 INSTALLED DOES MEET NSF-PW STANDARDS.
COVER SHEET -
AS-BUILT
CVR
#SHEET NAME
CVR COVER SHEET - AS-BUILT
C6 PHASE 3 UTILITY SHEET - AS BUILT
C8 GRADING AND DRAINAGE SHEET B - AS-BUILT
C12 PHASE 3 P&P SAINT CLAIR DRIVE (A) - AS-BUILT
C13 PHASE 3 P&P ROBERT HOWE (A) - AS-BUILT
C14 PHASE 3 P&P PUTNAM COURT - AS-BUILT
C15 PHASE 3 P&P TARLETON DRIVE - AS-BUILT
C16 PHASE 3 P&P JOHN STARK DRIVE (A) - AS-BUILT
C17 PHASE 3 P&P THOMAS GAGE DR (B) - AS-BUILT
UTILTY AS-BUILT NOTES
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 7.12.23 @ 10:35 AM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
AS-BUILT WATERLINE
PIPE SIZE PIPE MATERIAL PIPE LENGTH
8"C900 4247.44'
EIS
EIP
EIP
EIP
EXIST. AXLE
OS1823,524 SF
18.91 AC
OS3
98,102 SF
2.25 AC.
PROPOSED 20' PRIVATE DRAINAGE
EASEMENT
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 20' PRIVATE
DRAINAGE
EASEMENT
PROPOSED 20' PRIVATEDRAINAGE EASEMENT
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
10 x 70(TYP)
10 x 70
(TYP)S10° 01' 04.23"W1940.43PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
10 x 70
(TYP)
SUITABLE
SOILS
S82° 26' 49.18"E
298.99
L=670.12,
R
=
5
0
0
L =238.62,R=310N27° 58' 31.70"E844.62L=134.40,R=400N08° 43' 29.22"E267.03N08° 43' 29.22"E271.18L
=
74
3.3
0,
R
=
4
5
0
N85° 54' 55.52"W
1059.50
S86° 13' 31.66"W160.97L=70.27,R=400
N83° 42' 34.97"W
525.95
S86° 03' 25.98"E
136.80
L =9 4 5 .1 5 ,R =9 0 0 N33° 46' 22.27"E152.98S14° 38' 07.63"E
75.20
L=113.68, R=402
SUITABLE
SOILS
108.54'106.45'105.20'64.74'
88.18'
129.48'
10 x 70 (TYP)
S53° 16' 50.55"W
131.06
S67° 53'
1
4.
2
6
"
W
145.82
=230OS2
43,401 SF
1.00 AC
PC11+15.0812
+0
0
13
+
0
0
PT1
3
+
5
3
.
7
0
14+
0
0
15+
0
0
16+
0
0
17+
0
0
18+
0
0
19+
0
0
20+
0
0
21+
0
0
PC
2
1
+
9
8
.
3
2
22+
0
0
23+00
PT23+32.72
24+00
25+00
26+00
27+00
28+00
PC28+70.93
29+00
30+00
31+00
32+0033+0034+0035+0036+00PT36+14.2337+0038+0039+0040+0041+0042+0043+0044+0045+0046+0046+73.7310+0011+0012+0013+00PC13+98.0314+0015+0016+0017+0018+0019+00PT19+13.3320+0021+0022+00PC22+89.4923+0024+0025+00PT27+80.17
30+0031+00PC31+20.39
32+00PT3
2
+
1
1
.
7
7
33+00PC33+41.7434+0035+0036+0037+0019+00PT19+03.8820+0020+49.
7
011+0012+00PC12+98.9913+0014+0015+0016+0017+0018+0019+0010+0011+0012+0013+0014+0015+0016+0017+
0
0
1
8
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0 22+34.937+79.12
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+0027+19.55FHFH8" WL1-8"X8"CROSS4-8" GV1-8"X8" TEE3-8" GVDI-215DI-216DI-217DI-113Ø
ØØØØØ1-8"x8" TEE3-8" GVFHFES 305DI 305AFES 3048" WLJOHN STARK DRIVE50' PUBLIC R/W & UTILITYMCIN
T
O
S
H
C
O
U
R
T
JOHN STARK DRIVE50' PUBLIC R/W & UTILITY1-8"X4"
TE
E
2-8" GV
1-4" GV
FH
8" WLDI 554
DDI 555
JOHN STARK DRIVE 50'PUBLIC R/W & UTILITYTARLETON DRIVE 50'PUBLIC R/W & UTILITYPROPOSED 20'PRIVATEDRAINAGEEASEMENTPROP
O
S
E
D
20'
DS
1
DS
2
DS
3A
DS
3B
DS
3C
DS
4B
DS
4C
DS
5
DS
6B
DS
6A
DS
7A
8+11.12
10+0
0.
0
0
10+00.00
17+57.19
11+00
12+00
13+00
14+00
15+00
22+
2
6
.
4
69+0010+00
11
+
0
0
12+
0
0
13+0
0
14+0
0
15+0
0
16+0
0
17+
0
0
18+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0
16+00 17+00
DS
4A
10 x 70
(TYP)
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
S04° 46' 21.51"W398.03L
=
5
1
5.3
0,
R
=340
S82° 03' 48.80"E
376.16
L=
4
9
0.6
7,R=
3
1
0
L=91.38, R=310
S25° 30' 48.83"W129.98L=503.51,R=
3
10N60°
0
7
'
4
1
.
0
0
"
W
100.
5
7
L=38.64,R=310
N5
2
°
5
9
'
1
0
.
3
1
"
W
22
6
.
6
4
L=74.17,R=310
N66°
4
1
'
4
2
.
9
3
"
W
517.3
9
L
=249.77,
R=400
OS2
43,401 SF
1.00 AC
BARN
BARN
WELLHOUSE
BARN
WELL
HOME
RUINS
BARN
BARN
*TBR
*TBR
*TBR
*TBR
*TBR
*TBR
*TBR
*TBR
EOPEOPEOPEOPEOPEOPEOPEOPEOP
PROP
O
SE
D 34"WATE
R
S
E
R
VI
C
E
(TYP)PROPOSED 34"WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)8" SDR-21 PVC WL-5' OFF EOP8" SDR-21 PVC WL-5' OFF EOP8" SDR-21 PVC WL-5' OFF EOP50'
20'
50'20'
50'
20'
50'
20'
50'
20'
50'
20'
50'20'
50'
20'
50'20'
50'20'
50'
20'
R50
R35
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
238.04'N 09°55'04"E848.37'N 10°04'32"E810.38'N 88°31'54"W 527.71'N 10°05'25"E527.47'10+00.00
10+00.00 ØØEXISTING POND
EXISTING WETLAND JB 109DI 109ADI 110DI 512BDI 512ADI 51245'45'45'30'210'30'160'199'30'29'45'30'30'148'45'30'30'45'47'30'30'30'45'PROPOSED 20' PRIVATE
DRAINAGE
EASEMENT
DI 306DI 307DI 307ADS
3D
105.71'103.35'BOA
FH
10x70(TYP)
10x70
(TYP)
10x70(TYP)
FH
1-8"X8" TEE
3-8" GV
1-8"X8" TEE3-8" GV
FH
FH
FH
JOHN STARK
D
R
I
V
E
50' PUBLIC R/
W
&
U
T
I
L
I
T
Y
FH
1-8"X8" TEE
3-8" GV
FH
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATERSERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
PROPOSED 34"WATER SERVICE(TYP)
1-8"X8" TEE
3-8" GV
8" SDR-21 PVC WL-
5' OFF EOP
8" SDR-21 PVC WL-5' OFF EOP
8" SDR-21 PVC WL-5' OFF EOP
8" SDR-21 PVC WL-5' OFF EOP
2" SDR-21 PVC WL-
5' OFF EOP
8" SDR-21 PVC WL-5' OFF EOP
EOP
FUTUREEOP
EOP
8" SDR-21 PVC WL-
5' OFF EOP
8" SDR-21PVC WL-5' OFF EOP
TH
O
M
A
S
G
A
G
E
50'
P
U
B
L
I
C
R
/W
&
U
T
I
L
I
T
Y
8" SDR-21PVC
WATERLINE
2"BOA WITH 8" GVWILL BE REMOVEDAT THE TIME OFPHASE 4 WATER LINECONSTRUCTION ARESTRAINED JOINTWILL BE ADDED 168'FROM CAP
PUTNAM S
T
R
E
E
T
50' PUBLIC
R
/
W
&
U
T
I
L
I
T
Y JOHN STARK
DR
IVE50' PUBL
IC
R
/W
&
UT
IL
ITY
PUTNA
M ST
R
EET
50' PUBLIC
R/
W &
UTI
LITY
SAINT C
L
A
I
R
D
R
I
V
E
50' PUBLI
C
R
/
W
&
U
T
I
L
I
T
YROBERT HOWE DRIVE50' PUBLIC R/W & UTILITYPROPOSED 34" WATER
SERVICE (TYP)
8" WL
10x70(TYP)
PROPOSED 34"
WATER SERVICE
(TYP)
PROPOSED 34"WATER SERVICE(TYP)
BOA
2" SDR-21 PVC WL-5' OFF EOP
2" WL
2-8"GV TEE1-8"X8" CROSS3-8" GV
1- 8" CAP
1-2" GV
T
A
R
L
E
T
O
N
D
R
I
V
E
50
'
P
U
B
L
I
C
R
/W
&
U
T
I
L
I
T
Y
1-8"X8" CROSS3-8" GV
8" SDR-21 PVC WL-
5' OFF EOP
EOP
2"BOA WITH 8" GV WILLBE REMOVED AT THETIME OF PHASE 4 WATERLINE CONSTRUCTION ARESTRAINED JOINT WILLBE ADDED 168' FROM CAP
THOMAS GAGE DRIVE50' PUBLIC R/W & UTILITY1617
24
25
26
27
18
29
30
31
32333435
3637383940414243
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61 62
63
64 65
66
67
68
92
93
94
95
96
97
98
99
100
101
102
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141142143
144145
146
147
148
149
150151
152153154
155
156
157
158
159 160
161 162
163
164 165
166
167
168
169
170
171
172173
174
175 176 177
178
179
180
181
182
183
184
185
186
187
188
189
19
20
21
22
23
28
8" WL
PHASE 3
PHASE 4
PHASE 3
PHASE 4
PHASE 3
PHASE 4
PHASE 2
PHASE 3PHASE 3PHASE 4PHASE 3PHASE 2PHASE 3PHASE 2PHASE 2PHASE 1PHASE 1PHASE 2PHASE 1PHASE 2PHAS
E 3
PHAS
E
2
PHASE 3
PHASE 4
BO
WMWM
WMWM
WMWM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
BO
WM
WM
WM
WMWM
WMWM
WMWM
WMWM
WMWM
BO
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
BO
WM
BO
WM
WM
WM WM
WM
WM
WM
BIRCHWOOD PHASE 3 WATERLINE AS-BUILT
Point #
21114
21115
21116
21117
21119
21120
21121
21122
21123
21124
21125
21126
21127
21128
21129
21130
21131
21132
21133
21134
21135
21136
21137
21139
21140
21141
21142
21143
21144
21145
21146
21153
21154
21158
21159
Description
WM 177
WM 176
WM 63
WM 175
WM 61
WM 60
WM 62
WV 4
FH 1
WM 58
WM 174
WM 56
WM 57
WM 55
WM 54
WM 53
WM 52
WV 10
TEMP
BLOW OFF 1
WM 157
WM 158
WM 159
FH 2
WM 173
WM 172
WM 160
WM 161
WM 171
WM 170
WM 169
WM 168
WM 132
WM 133
WV 20
TEMP
BLOW OFF 2
Elevation
296.842
296.942
294.635
299.229
300.240
300.087
300.208
299.491
300.860
304.290
306.082
307.760
307.249
311.749
312.379
320.323
321.122
322.939
323.110
324.584
315.177
314.954
308.485
307.002
306.951
306.446
306.263
304.867
304.758
304.537
304.707
303.221
302.839
303.638
303.189
Northing
625154.0070
625155.7950
625093.3470
625169.8200
625038.1900
625047.5050
625085.6920
625203.7940
625201.8510
625252.7390
625375.7560
625468.4460
625454.9860
625667.1360
625677.3000
625876.7890
625886.5870
625969.5900
625973.3120
625965.1490
625777.6260
625767.3400
625608.8190
625545.2110
625545.3530
625611.9460
625613.0350
625572.4560
625574.7890
625645.2380
625647.8830
625804.1710
625809.9220
626270.8080
626274.0920
Easting
2049232.3790
2049222.8050
2049241.6360
2049122.5850
2048939.5280
2048941.6230
2049007.4970
2049013.8920
2049023.6180
2048976.8600
2049060.0780
2049013.3740
2049010.7140
2049049.1520
2049050.4270
2049085.4440
2049087.2160
2049146.8620
2049147.7980
2049161.4770
2049128.4200
2049126.6050
2049123.5650
2049283.0720
2049291.6290
2049376.8550
2049386.7110
2049481.2080
2049490.0480
2049681.2620
2049688.3400
2049906.6520
2049913.1710
2049992.6110
2049991.7030
BIRCHWOOD PHASE 3 WATERLINE AS-BUILT
Point #
21160
21161
21162
21163
21164
21165
21166
21167
21168
21169
21379
21380
21381
21382
21383
21384
21385
21386
21387
827
832
836
837
838
839
840
841
842
843
844
845
858
860
861
Description
WM 137
WM 136
WV 19
FH 4
WM 22
WV 16
WV 17
WV 18
WM 135
WM 134
WM 29
WM 28
WM 27
WV 23
FH 5
WM 30
WM 31
WV 22
TEMP
BLOW OFF 3
WM 59
WV 6
WV 15
BLOW OFF 2
WM 162
WM 163
WM 164
WM 165
WM 166
WM 167
WV 14
FH 3
WM 21
TEE 8
TEE 9
Elevation
301.810
301.475
301.100
298.929
299.487
300.310
300.394
300.230
300.441
300.381
290.613
293.489
293.819
293.150
292.375
295.189
295.915
299.538
299.011
307.288
306.482
305.753
307.039
307.321
308.863
308.723
306.992
307.143
303.516
298.094
Northing
626173.1110
626164.3570
626142.8687
626150.1810
626139.6760
626123.2480
626119.5340
626119.1540
625968.4290
625960.7300
626577.6950
626601.3230
626609.0830
626643.8040
626653.2660
626720.9330
626727.5680
626776.7040
626778.1300
625245.2394
625599.2680
625875.3170
625873.5060
625804.2910
625811.6390
625915.9730
625922.0100
625895.3920
625884.7090
625736.3560
625751.8060
626069.2330
626121.6253
626141.6687
Easting
2049992.5810
2049998.9980
2050074.4645
2050081.7440
2050094.3730
2050093.5450
2050097.5700
2050093.6390
2050042.9140
2050036.9620
2050499.3870
2050410.0090
2050403.9750
2050431.1170
2050441.2910
2050373.1280
2050365.9470
2050237.3970
2050233.0610
2048975.0318
2049084.7140
2049609.7570
2049609.4540
2049632.9980
2049630.0180
2049611.9060
2049622.6420
2049698.0900
2049702.2280
2049704.6180
2049755.4170
2050253.5650
2050095.3036
2050073.2857
BIRCHWOOD PHASE 3 WATERLINE AS-BUILT
Point #
21183
21186
21187
21188
21190
21192
21193
21194
42923
11004
11065
11081
42886
42887
42892
42893
42894
42895
42896
49000
49001
49002
49004
49005
49014
49015
49016
49017
49018
21096
21097
21110
21111
21112
21113
Description
WV 21
WT WL
WT WL CL45BEND
TOP 45 BEND
WT-WL
TOP 45 BEND
WT WL CL45BEND
WT WL
WT WL
WV PH2
WV PH2
WV PH2
TEE 7
WV 22
WV 11
WV 12
WV 13
TEE 5
TEE 6
WV 9
TEE 4
WV 7
WV 8
TEE 3
WV 1
WV 2
WV 3
TEE 1
TEE 2
BLOW OFF 1
WV 5
WM 65
WM 64
WM 179
WM 178
Elevation
293.038
286.888
286.902
288.485
288.529
288.431
286.847
286.617
287.172
296.470
302.523
299.771
301.284
302.378
303.022
303.103
302.729
301.470
301.571
306.778
305.623
307.346
307.288
305.942
298.866
298.833
300.920
297.599
298.334
296.584
297.288
297.365
297.721
297.951
297.879
Northing
626247.4270
626440.4450
626453.1930
626454.9730
626464.6770
626474.2860
626475.9480
626488.1540
626564.6340
625053.3790
625586.0850
626052.5260
625741.3970
625742.2590
625715.4880
625711.4320
625711.1700
625712.8520
625714.1470
625597.1980
625596.1760
625602.4950
625596.7760
625599.6920
625165.2980
625167.9750
625170.8090
625168.5800
625204.1380
624937.4400
624939.8380
625047.5010
625049.9340
625108.0430
625111.9100
Easting
2050534.5680
2050533.6480
2050531.0030
2050530.7020
2050528.2760
2050525.1440
2050524.6970
2050520.7300
2050485.3560
2049501.9110
2049827.6590
2050238.3570
2049762.6420
2049761.9840
2049722.1080
2049721.0970
2049715.0620
2049717.2660
2049720.0080
2049122.6820
2049122.6710
2049082.2460
2049081.4670
2049081.7000
2049006.2610
2049009.4110
2049007.1040
2049006.8920
2049013.1860
2048967.1770
2048967.2300
2049416.1010
2049406.1430
2049427.7840
2049418.8290
PHASE 3 UTILITY
SHEET - AS BUILT
C6
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:47 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
40 80080
GRAPHIC SCALE
160
NORTH
EIS
EIP
EIP
EIP
EXIST. AXLE
OS1
823,524 SF
18.91 AC
OS3
98,102 SF
2.25 AC.
PROPOSED 20' PRIVATE DRAINAGE
EASEMENT
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 20' PRIVATE
DRAINAGE
EASEMENT
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
S10° 01' 04.23"W1940.43PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
SUITABLE
SOILS
S82° 26' 49.18"E
298.99
L=6
70.12,
R
=
5
0
0
L =238.62,R=310N27° 58' 31.70"E844.62L=134.40,R=400N08° 43' 29.22"E267.03N08° 43' 29.22"E271.18L
=
7
43.3
0,
R
=
4
5
0
N85° 54' 55.52"W
1059.50
S86° 13' 31.66"W160.97L=70.27,R=400
N83° 42' 34.97"W
525.95
S86° 03' 25.98"E
136.80
L =9 4 5 .1 5 ,R =9 0 0 N33° 46' 22.27"E152.98S14° 38' 07.63"E
75.20
L=113.68, R=402
SUITABLE
SOILS
108.54'106.45'105.20'64.74'
88.18'
129.48'
S53° 16' 50.55"W
131.06
S67° 53'
1
4.
2
6
"
W
145.82
=230OS2
43,401 SF
1.00 AC
PC11+15.0812
+0
0
13
+
0
0
PT1
3
+
5
3
.
7
0
14+
0
0
15+
0
0
16+
0
0
17+
0
0
18+
0
0
19+
0
0
20+
0
0
21+
0
0
PC2
1
+
9
8
.
3
2
22+
0
0
23+00
PT23+32.72
24+00
25+00
26+00
27+00
28+00
PC28+70.93
29+00
30+00
31+00
32+0033+0034+0035+0036+00PT36+14.2337+0038+0039+0040+0041+0042+0043+0044+0045+0046+0046+73.7310+0011+0012+0013+00PC13+98.0314+0015+0016+0017+0018+0019+00PT19+13.3320+0021+0022+00PC22+89.4923+0024+0025+00PT27+80.17
30+0031+00PC31+20.39
32+00PT3
2
+
1
1
.
7
7
33+00PC33+41.7434+0035+0036+0037+0019+00PT19+03.8820+0020+49.
7
011+0012+00PC12+98.9913+0014+0015+0016+0017+0018+0019+0010+0011+0012+0013+0014+0015+0016+0017+
0
0
1
8
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0 22+34.937+79.12
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+0027+19.55FHFH8" WL1-8"X8"CROSS4-8" GV1-8"X8" TEE3-8" GVDI-215DI-216DI-217DI-113Ø
ØØØØØ1-8"x8" TEE3-8" GVFHFES 305DI 305AFES 3048" WLJOHN STARK DRIVE50' PUBLIC R/W & UTILITYMCIN
T
O
S
H
C
O
U
R
T
JOHN STARK DRIVE50' PUBLIC R/W & UTILITY1-8"X4"
TE
E
2-8" GV
1-4" GV
FH
8" WLDI 554
DDI 555
JOHN STARK DRIVE 50'PUBLIC R/W & UTILITYTARLETON DRIVE 50'PUBLIC R/W & UTILITYPROPOSED 20'PRIVATEDRAINAGEEASEMENTPROP
O
S
E
D
20'
DS
1
DS
2
DS
3A
DS
3B
DS
3C
DS
4B
DS
4C
DS
5
DS
6B
DS
6A
DS
7A
8+11.12
10+0
0.
0
0
10+00.00
17+57.19
11+00
12+00
13+00
14+00
15+00
22+
2
6
.
4
69+0010+0
0
11
+
0
0
12+
0
0
13+
0
0
14+0
0
15+
0
0
16+0
0
17+0
0
18+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22+
0
0
16+00 17+00
DS
4A
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
S04° 46' 21.51"W398.03L
=
5
1
5.3
0,
R
=340
S82° 03' 48.80"E
376.16
L
=
4
90.6
7,
R
=
3
1
0
L=91.38, R=310
S25° 30' 48.83"W129.98L=503.51,R=
3
10N60
°
0
7
'
4
1
.
0
0
"
W
100.
5
7
L=38.64,R=310
N5
2
°
5
9
'
1
0
.
3
1
"
W
22
6
.
6
4
L=74.17,R=310
N66°
4
1
'
4
2
.
9
3
"
W
517.3
9
L
=249.77,
R=400
OS2
43,401 SF
1.00 AC
BARN
BARN
WELLHOUSE
BARN
WELL
HOME
RUINS
BARN
BARN
*TBR
*TBR
*TBR
*TBR
*TBR
*TBR
*TBR
*TBR
EOPEOPEOPEOPEOPEOPEOPEOP
PROP
O
SE
D 34"WATE
R
S
E
R
VI
C
E
(TYP)PROPOSED 34"WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)8" SDR-21 PVC WL-5' OFF EOP8" SDR-21 PVC WL-5' OFF EOP8" SDR-21 PVC WL-5' OFF EOP50'
20'
50'20'
50'
20'
50'
20'
50'
20'
50'
20'
50'20'
50'
20'
50'20'
50'20'
50'
20'
R50
R35
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 20'
PRIVATE DRAINAGEEASEMENT
238.04'N 09°55'04"E848.37'N 10°04'32"E810.38'N 88°31'54"W 527.71'N 10°05'25"E527.47'10+00.00
10+00.00 ØØEXISTING POND
EXISTING WETLAND JB 109DI 109ADI 110DI 512BDI 512ADI 51245'45'45'30'210'30'160'199'30'29'45'30'30'148'45'30'30'45'47'30'30'30'45'PROPOSED 20' PRIVATE
DRAINAGE
EASEMENT
DI 306DI 307DI 307ADS
3D
105.71'103.35'10x70(TYP)
10x70
(TYP)
10x70(TYP)
DI-106
DI-105A
DI-508
DI-507
DI-508A
DI-508B
DI-519
HW 502 AND 501
JOHN STARK
D
R
I
V
E
50' PUBLIC R/
W
&
U
T
I
L
I
T
Y
DI 111-A
JB 111
DI 107-A
DI 108
FES 107
DI- 503A
DI- 511
DI-520
PROPOSED 20'PRIVATE DRAINAGEEASEMENT
PROPOSED 20'DRAINAGEEASEMENT
PROPOSED 20'PRIVATEDRAINAGEEASEMENT
PROPOSED 20'PRIVATEDRAINAGEEASEMENT
PROPOSED 20'PRIVATEDRAINAGEEASEMENT
EW 501
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EW 502
DS 3C
DS 3B
DS 3A
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
EOP
FUTUREEOP
EOP
DI-512
DI-511A
DI 112
DS 3D
TH
O
M
A
S
G
A
G
E
50'
P
U
B
L
I
C
R
/
W
&
U
T
I
L
I
T
Y
PROPOSED 20'
DRAINAGE
EASEMENT
PUTNAM S
T
R
E
E
T
50' PUBLIC
R
/
W
&
U
T
I
L
I
T
Y JOHN STARK DR
IVE50' PUBL
IC
R
/W
&
UT
IL
ITY
PUTNA
M ST
R
EET
50' PUBLIC
R/
W &
UTI
LITY
SAINT C
L
A
I
R
D
R
I
V
E
50' PUBLI
C
R
/
W
&
U
T
I
L
I
T
YROBERT HOWE DRIVE50' PUBLIC R/W & UTILITYDI-112A
10x70(TYP)
DS-10
PROPOSED 20'
PRIVATE
DRAINAGE
EASEMENT
PROPOSED 20'
DRAINAGE
EASEMENT
T
A
R
L
E
T
O
N
D
R
I
V
E
50
'
P
U
B
L
I
C
R
/W
&
U
T
I
L
I
T
Y
EOP
THOMAS GAGE DRIVE50' PUBLIC R/W & UTILITY1617
24
25
26
27
18
29
30
31
32333435
3637383940414243
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61 62
63
64 65
66
67
68
92
93
94
95
96
97
98
99
100
101
102
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141142143
144145
146
147
148
149
150151
152153154
155
156
157
158
159 160
161
162
163
164 165
166
167
168
169
170
171
172173
174
175 176 177
178
179
180
181
182
183
184
185
186
187
188
189
19
2021
22
23
28
PHASE 3
PHASE 4
PHASE 3
PHASE 4
PHASE 3
PHASE 4
PHASE 2
PHASE 3PHASE 3PHASE 4PHASE 3PHASE 2PHASE 3PHASE 2PHASE 2PHASE 1PHASE 1PHASE 2PHASE 1PHASE 2PHAS
E 3
PHAS
E
2
PHASE 3
PHASE 4
GRADING AND
DRAINAGE SHEET B
- AS-BUILT
C8
40 80080
GRAPHIC SCALE
160
NORTH
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:47 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
EIP
OS3
98,102 SF
2.25 AC.
10 x 70
(TYP)
S82° 26' 49.18"E298.99
L=670.12,
R
=500106.45'105.20'64.74'
88.18'129.48'11+0012+00PC12+98.9913+0014+0015+0016+0017+009+00
10+00
11+00
12+00
ØØØDS
6B
DS
6A
PROPOSED 34"WATER SERVICEN 10°05'25"E527.47'10+00.00
EXISTING POND
EXISTING WETLAN
D
29'45'30'BOA
10x70
(TYP)
10x70
(TYP)
DI 111-A
JB 111 DI 107-A
DI 108
FES 107
FH
1-8"X8" TEE
3-8" GV
PROPOSED 20'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 20'
PRIVATE
DRAINAGE
EASEMENT
EOP
EOP
EOP
PROPOSED
34"
WATER SERVICE
(TYP)
PROPOSED
34"
WATER SERVICE
(TYP)
8" SDR-21 PVC WL-
5' OFF EOP
8" SDR-21 PVC WL-
5' OFF EOP
EOP
DI 112
SAINT CLAIR D
R
I
V
E
50' PUBLIC R/W
&
U
T
I
L
I
T
YROBERT HOWE DRIVE50' PUBLIC R/W & UTILITY58
59
60
61
62
63
64 65
66
175 176 177 178 179
180
8" WL
PHASE 3PHASE 2WMWM
WMWM
WMWM
WM
WM
WM
WM
WM
WM
WM
PVI STA.10+10.01PVI ELEV.301.31PVC STA.11+00.00PVC ELEV.299.02PVI STA.11+50.00PVI ELEV.297.75PVT STA.12+00.00PVT ELEV.296.69100.00VC -2.12%
1000.00SD PVC STA.12+00.00PVC ELEV.296.69PVI STA.12+50.00PVI ELEV.295.63PVT STA.13+00.00PVT ELEV.296.17100.00VC-2.12%1.07%31.36K-Val
249.87SD
PVC STA.13+75.00PVC ELEV.296.97PVI STA.14+50.00PVI ELEV.297.77PVT STA.15+25.00PVT ELEV.296.73150.00VC1.07%-1.39%61.01K-Val
CREST STA.14+40.35
CREST ELEV.297.32
345.30SD
-1.95%PVI STA.16+50.00PVI ELEV.295.00PVI STA.18+75.00PVI ELEV.290.61-2.55%
1.07%
-1.39%
CREST STA.14+40.35
CREST ELEV.297.32
-1.95%
-2.50%DI 104-C -REF. STA=16+47.68 RIM 292.33INV IN 287.85 - DDI 104-D - 30" ØINV OUT 287.75DI 104-B -REF. STA=17+15.26 RIM 291.02INV IN 287.40 - DI 104-C - 30" ØINV OUT 287.30DI 104-A -REF. STA=17+15.26 RIM 291.02INV IN 286.49 - DI 104-B - 30" ØINV OUT 286.39R_HOWE 10+00 301.5224"RCP III @
0.51% 44.00LF
STA12+65.05
24.00" Ø
CRN EL. 291.53
INV EL. 289.53
24"MIN
30"RCP III @
0.50% 70.51LF
STA16+47.68
30.00" Ø
CRN EL. 290.35
INV EL. 287.85
HGL 25
HGL 10
1-8"X8" TEE
3-8" GV
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
8" SDR-21PVC
WATERLINE
3' MIN
232.56 K-VAL
PROPOSED
3:1 TIE
IN AT
PHASE LINE
24"MIN
24"MIN
DITCH-FLOW
L
I
N
E
PROPOSED
FIRE HYDRANT
TO BE
INSTALLED
IN PHASE 3
-2.00%
STA10+44.37
18.00" Ø
CRN EL. 294.74
INV EL. 293.24 DI JB 111 -REF. STA=10+44.37RIM 297.82INV OUT 293.68DI JB 111A -REF. STA=10+44.37RIM 297.74INV IN 293.24 - DI 111-A - 18" ØINV IN 293.24 - DI 112 - 18" ØINV OUT 293.14DI 107-A -REF. STA=12+65.05RIM 293.28INV IN 289.93 - DI JB 111 - 18" ØINV IN 289.53 - DI 108 - 24" ØINV OUT 289.43Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø Ø Ø ØØØØØØØ Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø
Ø
Ø
Ø
Ø
Ø
18"RCP III
@
1
.
4
5
%
2
2
0
.
6
8
L
F
18"RCP III @ 0.99% 44.00LF
STA17+15.26
30.00" Ø
CRN EL. 288.61
INV EL. 286.11
2" BOA WITH 8" GV
8" GV TO BE CLOSED
AND BOA REMOVED
AT TIME OF PHASE 3
CONSTRUCTIONPHASE 3EXISTING PHASE 2PHASE 3 P&P SAINT
CLAIR DRIVE (A) -
AS-BUILT
C12
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:47 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
0 502550
GRAPHIC SCALE
100
NORTH
EIPEXIST. AXLEPROPOSED 20' PRIVATEDRAINAGE EASEMENT10 x 70(TYP)S10° 01' 04.23"W1940.43
S82° 26' 49.18"E298.99S86° 03' 25.98"E136.80108.54'106.45'105.20'88.18'11+0010+0011+007+79.129+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0050'20'N 10°04'32"E 810.38'N 88°31'54"W527.71'N 10°05'25"E527.47'10+00.0010+00.0029'
45'
30'30'148'BOAFH10x70(TYP)10x70(TYP)10x70(TYP)FH1-8"X8" TEE3-8" GVDI 111-AJB 111FH1-8"X8" TEE3-8" GVPROPOSED 20'PRIVATE DRAINAGEEASEMENTEOPEOPEOPPROPOSED 34"WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)(TYP)8" SDR-21 PVC WL-5' OFF EOP8" SDR-21 PVC WL-5' OFF EOPDI 1122"BOA WITH 8" GVWILL BE REMOVEDAT THE TIME OFPHASE 4 WATER LINECONSTRUCTION ARESTRAINED JOINTWILL BE ADDED 168'FROM CAPROBERT HOWE DRIVE
50' PUBLIC R/W & UTILITY DI-112APROPOSED 34" WATERSERVICE (TYP)10x70(TYP)515253545556575859606162156157158159174175PHASE 3PHASE 4BOWMWMWMWMWMWMWMWMWMWMWMWMBOWMWMWMWMFH PUTNAM 14+38.52 309.51SAINT CLAIR 10+00 301.521.82%
4.32%PVC STA.14+75.00PVC ELEV.310.18PVI STA.15+75.00PVI ELEV.312.00PVT STA.16+75.00PVT ELEV.316.7815"RCP III @ 1.3
4
%
3
2
3
.
4
3
L
FDI 112 -REF. STA=9+79.92 RIM 298.45INV IN 294.50 - DI 112-A - 15" ØINV OUT 294.21DI 112-A -REF. STA=13+03.35 RIM 304.34INV OUT 298.84ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØDITCH
-
F
L
O
W
L
I
N
E
EXISTING
GRADE
PROPOSED
GRADE
1-8"X8" TEE
3-8" GV
1-8"X8" TEE
3-8" GV
BOA JB 111 -REF. STA=9+79.92 RIM 297.74INV IN 293.24 - DI 112 - 18" ØINV IN 293.24 - DI 111-A-18"ØINV OUT 293.14STA 9+79.92
18" Ø
CRN EL. 294.74
INV EL. 293.24
HGL 25
HGL 10
PROPOSED
8" SDR-21PVC
WATERLINE
3' MIN
PROPOSED 3:1 TIE
IN AT PHASE LINE
BOA
24"MIN
4.78%PVT ELEV.320.25PVT STA.17+50.00PVI ELEV.319.17PVI STA.17+25.00PVC ELEV.317.97PVC STA.17+00.00411.06SD
67.67K-Val 4.78%1.82%200.00VC
50.00VC
4.78%
108.62K-Val
1468.68SD
4.32%
FUTURE
ROBERT
HOWE
EXTENSION
EXISTING
GRADEPHASE 3FUTURE PHASE 4PHASE 3 P&P
ROBERT HOWE (A) -
AS-BUILT
C13
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:47 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
0 502550
GRAPHIC SCALE
100
NORTH
PROPOSED 20' PRIVAT
E
D
R
A
I
N
A
G
E
PR
O
P
O
S
E
D
2
0
'
P
R
I
V
A
T
E
10 x
7
0
(TY
P
)
S86
°
0
3
'
2
5
.
9
8
"
E
136
.
8
0
L=945.15,R=900
N33° 4
6'
2
2.
2
7"
E
152.98
S14° 38' 07.63"E
75.20
L=113.68, R=402 16+0017+0018+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+34
.
9
3
1
4
+
0
0
15
+
0
0
ØDS
4C
8+11.12
9+0010+00L=515.30,R=34050'20'
50'
20'
R50
R35
10
+
0
0
.
0
0 ØØ30'148'45'30'30'10x
7
0
(TY
P
)
FH
DI-1
0
6
DI-1
0
5
A
DI-5
0
8
DI-5
0
7
DI-5
0
8
A
DI-5
0
8
B
DI-5
1
9
1-8"
X
8
"
T
E
E
3-8"
G
V
FH
DI-5
2
0
FH
PR
O
P
O
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D
2
0
'
DR
A
I
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A
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EAS
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EO
P
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P
EOP
EO
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PR
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3
4"
WA
T
E
R
S
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R
V
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E
(TY
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PR
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S
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D
3
4"
WA
T
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S
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R
V
I
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E
(TY
P
)
8" S
D
R
-
2
1
P
V
C
W
L
-
5' O
F
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P
8" S
D
R
-
2
1
P
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C
W
L
-
5' O
F
F
E
O
P
2" S
D
R
-
2
1
P
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C
W
L
-
5' O
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8" S
D
R
-
2
1
P
V
C
W
L
-
5' O
F
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O
P
8" S
D
R
-
2
1
P
V
C
W
L
-
5' O
F
F
E
O
P
PUTN
A
M
S
T
R
E
E
T
50' PU
B
L
I
C
R
/
W
&
U
T
I
L
I
T
Y JOHN STARK DRIVE50' PUBLIC R/W & UTILITYPUTN
A
M
S
T
R
E
E
T
50' PU
B
LI
C
R/
W
&
U
TI
L
I
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A
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SE
R
V
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(
T
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)
8"
W
L
10x
7
0
(TY
P
)
PR
O
P
O
S
E
D
3
4"
WA
T
E
R
S
E
R
V
I
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E
(TY
P
)
PR
O
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E
D
3
4"
WA
T
E
R
S
E
R
V
I
C
E
(TY
P
)
BO
A
2" S
D
R
-
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1
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V
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W
L
-
5' O
F
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DS-
1
0
PR
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D
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0
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PRI
V
A
T
E
DR
A
I
N
A
G
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E
M
E
N
T
2"
W
L
2-8"
GV
T
E
E
1-8"
X
8
"
C
R
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S
S
3-8"
G
V
1- 8"
C
A
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1-2"
G
V
TARLETON DRIVE50' PUBL
IC R/W
& UT
IL
ITY
1-8"
X
8
"
C
R
O
S
S
3-8"
G
V
8" S
D
R
-
2
1
P
V
C
W
L
-
5' O
F
F
E
O
P
132 133
134
135
136
137
158
159
160
161
162
163
165
166
167
171
172
173
174
PH
A
S
E
3
WM
WM
WM
WM
WM
WM
WM
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WM
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BO
WM
WM
WM WM
WM
WM
J_STARK rev 102919 22+34.93 301.17R_HOWE 10+00 309.51TARLETON 16+64.96 304.69-1.88%
-1.20%PVI STA.10+10.06PVI ELEV.309.320.89%PVC STA.14+50.00PVC ELEV.304.06PVI STA.15+00.00PVI ELEV.303.46PVT STA.15+50.00PVT ELEV.303.91100.00VC-1.20%0.89%47.84K-Val
894.45SD
-0.95%PVC STA.16+14.96PVC ELEV.304.49PVI STA.16+64.96PVI ELEV.304.94PVT STA.17+14.96PVT ELEV.304.46100.00VC0.89%-0.95%54.21K-Val
CREST STA.16+63.42
CREST ELEV.304.71
410.26SD
-0.50%PVC STA.18+75.00PVC ELEV.302.94PVI STA.19+25.00PVI ELEV.302.46PVT STA.19+75.00PVT ELEV.302.21100.00VC-0.95%-0.50%221.85K-Val
1000.00SD
2.08%PVI STA.22+24.93PVI ELEV.300.96EXISTING
GRADE
PROPOSED
GRADE
1-8"X8" CROSS
3-8" GV
1-8"X8" TEE
3-8" GV
1-8"X8" TEE
3-8" GV
PROPOSED
8" SDR-21PVC
WATERLINE
HGL 25
HGL 1024"MIN
3' MIN
FH
24"MIN
DITCH-FLOW LI
N
E
DITCH-FLOW LINE
18"RCP III @ 0.92% 1
3
7
.
9
8
L
F
18"RCP III @ 0.50% 139.22LF
24"RCP III @ 0.50% 201.06LFDI 520 -REF. STA=16+19.00RIM 301.83INV OUT 298.56DI 519 -REF. STA=17+14.40RIM 301.83INV IN 298.09 - DI 520 - 18" ØINV OUT 297.99DI 508-B -REF. STA=18+55.99RIM 300.41INV IN 296.72 - DI 519 - 18" ØINV OUT 296.62DI 508-A -REF. STA=19+98.85RIM 299.39INV IN 295.92 - DI 508-B - 18" ØINV OUT 295.42DI 508 -REF. STA=22+02.04RIM 298.46INV IN 294.41 - DI 508-A - 24" ØINV OUT 294.31DI 507 -REF. STA=22+06.83RIM 298.02INV IN 294.05 - DI 508 - 24" ØINV OUT 293.55Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØ Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØDI 105-A -REF. STA=15+06.72RIM 301.01INV IN 297.70 - DI 106 - 18" ØINV OUT 297.60DI 106 -REF. STA=15+07.19RIM 301.01INV OUT 297.8418"RCP III @
0.50% 93.01LF
FH
PHASE 3 P&P
PUTNAM COURT -
AS-BUILT
C14
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:47 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
0 502550
GRAPHIC SCALE
100
NORTH
OS398,102 SF2.25 AC.10 x 70(TYP)PROPOSED 20'PRIVATE DRAINAGEEASEMENTN
2
7
°
5
8
'
3
1
.
7
0
"
E
8
4
4
.
6
2
L=945.15,R=900S14° 38' 07.63"E
75.20
L=113.68, R=402
17+0
0
18+0
0
15+00
16+00
17+00
18+00
19+00
8+11.129+00
10+00
11+00
12+0
0
13+0
0
14+0
0
15+0
0
DS4AN66° 41' 42.93"
W
517.39L =2 4 9 .7 7 ,R =4 0 0 EOPPROPOSED 34"WATER SERVICE(TYP)50'20'50'20'R50R35JB 109DI 109ADI 11045'30'PROPOSED 20' PRIVATEDRAINAGEEASEMENTDI-106DI-508BDI-519DI-520FHEOPEOPEOPEOPPROPOSED 34"WATER SERVICE(TYP)2" SDR-21 PVC WL-5' OFF EOPPROPOSED 20'PRIVATE DRAINAGEEASEMENT8" SDR-21 PVC WL-5' OFF EOPPROPOSED 20'DRAINAGEEASEMENTPROPOSED 34"WATER SERVICE(TYP)BOA2" SDR-21 PVC WL-5' OFF EOPPROPOSED 20'PRIVATEDRAINAGEEASEMENT2" WL2-8"GV TEE1-8"X8" CROSS3-8" GV1- 8" CAP1-2" GVTARLETO
N
D
R
I
V
E
50' PUBL
I
C
R
/
W
&
U
T
I
L
I
T
Y1-8"X8" CROSS3-8" GV8" SDR-21 PVC WL-5' OFF EOP131132162163164165166167168169184185186187188189PHASE 3PHASE 4PHASE 3PHASE 2WMWMWMWMBOWMWMWMWMWMWM
2.08%PVI STA.9+90.00PVI ELEV.304.50-2.0
8
%PVI STA.10+00.00PVI ELEV.304.94-0.81%PVI STA.10+10.00PVI ELEV.304.500.49%PVC STA.13+25.00PVC ELEV.301.94PVI STA.13+75.00PVI ELEV.301.54PVT STA.14+25.00PVT ELEV.301.79100.00VC-0.81%0.49%
77.04K-Val
1000.00SD
2.28%PVI STA.16+49.18PVI ELEV.302.89-2.08%PVI STA.16+59.21PVI ELEV.303.12PVI STA.16+69.21PVI ELEV.302.91DI 519-REF. STA=17+14.40RIM 301.83INV IN 298.09-DI 520 - 18" ØINV OUT 297.84PUTNAM10+00 304.94DI 520 -REF. STA=16+19.00RIM 301.83INV OUT 298.5618" RCP FROM
DI 520-ELEV 298.18
18" RCP III @
0.50% 44.00 LF T_GAGE16+59.21 303.121-8"X8"CROSS
4-8" GV
1-8"X8" CROSS
3-8" GV
HGL 25
HGL 10
24"MIN
3' MIN
PROPOSED
2" SDR-21PVC
WATERLINE
PROPOSED
3:1 TIE
IN AT
PHASE LINE
DITCH-FLO
W
L
I
N
E
1- 8" CAP
1-2" GV
REMOVE EXISTING
BOA AND EXTEND AS
SHOWN
-1.51%
18"RCP III @ 0.33% 319.49LFDI 109-A -REF. STA=13+89.15RIM 298.99INV IN 295.36 - DI 110 - 18" ØINV OUT 295.26DI 110 -REF. STA=13+88.55RIM 298.99INV IN 295.68 - DI 113 - 18" ØINV OUT 295.58DI 113 -REF. STA=17+08.04RIM 300.02Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØØØØØØØØØ Ø
PROPOSED
8" SDR-21PVC
WATERLINE
BOA
12"MIN CONCRETE CRADLE
SEE SHT. CD9 PHASE 3EXISTING PHASE 2PHASE 3 P&P
TARLETON DRIVE -
AS-BUILT
C15
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:47 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
0 502550
GRAPHIC SCALE
100
NORTH
PROP
OS
ED 20' P
RIVATE
D
R
AIN
A
G
E
EASEME
NT
N0
8
°
4
3
'
2
9
.
2
2
"E
2
6
7
.
03N0
8
°
4
3
'
29
.
2
2
"
E
27
1
.
1
8
S86° 13' 31.66"W
160.97L =7 0.2 7,R =400N33° 46' 22.27"E152.98SUITABLE 10 x 70 (TYP)
24+0
0
25+0
0
26+0
0
27+0
0
28+0
0
12+0013+00PC13+98.0314+0015+0016+0017+0018+0019+00PT19+13.3320+0021+0022+00PC22+89.4923+0024+0022+0022+34.938" WLØØØDS
3A
DS
3B
DS
4C17+57.19
15+0
0 16+00 17+00
S
0
4
°
4
6
'
2
1
.
5
1
"W
3
9
8
.
0
3
L=515.30,R=340
S82° 0
3'
4
8.
8
0"
E
376.16
BARN
*TBREOP EOPPROPOSED WATER SERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)50'20'DI 512199'30'47'DI-508DI-5071-8"X8" TEE3-8" GV
FH
JOHN
S
T
A
R
K
D
RI
V
E
50' P
U
B
LI
C
R/
W
&
U
TI
LI
T
YDI- 503A
DI- 511PROPO
S
ED 20'PROPOS
E
D 20'
PRIV
AT
E
DRAINA
G
E
EASEM
E
NT
EOP
EOP
EOP
EOPEOP
PRO
P
O
SE
D 34"WATE
R
SE
R
VI
C
E
(TYP)PROP
OS
E
D 34"WATE
R S
E
RVI
CE
(TYP)
PRO
P
OSE
D 34"WATE
R SE
RVI
CE
(TYP)1-8"X8" TEE
3-8" GV
8" SDR-21 P
V
C
WL-5' OFF E
O
P
DS 3B
DI-512
DI-511A
JO
H
N
S
T
A
R
K
D
R
I
V
E
50'
P
U
B
L
I
C
R
/
W
&
U
T
I
L
I
T
Y
PRO
P
O
SE
D 20'DRAINA
G
E
EASEM
ENT24 181221231241251351381391401491920212223PHASE 1PHASE 2PHASE 3PHASE 4BO
WM
WM
WM
WM
0.50%PVI STA.10+10.00PVI ELEV.305.57-1.06%PVC STA.11+75.00PVC ELEV.306.40PVI STA.12+25.00PVI ELEV.306.65PVT STA.12+75.00PVT ELEV.306.11100.00VC0.50%-1.06%63.92K-Val
CREST STA.12+06.97
CREST ELEV.306.48
474.81SD PVC STA.18+60.00PVC ELEV.299.89PVI STA.19+20.00PVI ELEV.299.25PVT STA.19+80.00PVT ELEV.300.00120.00VC-1.06%1.25%51.85K-Val
600.48SD PVC STA.19+90.00PVC ELEV.300.13BRODHEAD 14+44.21 304.31T_GAGE 10+00 305.78EXISTING
GRADE
PROPOSED
GRADE
HGL 25HGL 10
1-8"X8" TEE
3-8" GV
1-8"X8" TEE
3-8" GV PUTNAM 17+39.32 301.171-8"X8" TEE
3-8" GV
PROPOSED
8" SDR-21PVC
WATERLINE
24"MIN
3' MIN
FH
PROPOSED 3:1 TIE
IN AT PHASE LINE
PROPOSED
3:1 TIE IN AT
PHASE LINE
BOA
24"MIN
DITCH-FLOW L
I
N
E
1.25%
-2.08%
EXISTING 2" BOA WITH 8" BOA
CLOSE EXISTING 8" GV AND
REMOVE 2" BOA AND EXTENDØØØØØØØØØØØØØØØØØØØ Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø ØØØ30"RCP III @ 0.30% 182.57LF
30"RCP III @ 0.80% 1
9
2
.
9
6
L
FDI 510 -REF. STA=10+45.54RIM 303.04INV IN 299.33 - DI 510-A - 18" ØINV OUT 298.33DI-JB 504-A -REF. STA=12+28.12RIM 303.73INV IN 297.78 - DI 510 - 30" ØINV IN 297.78 - DI 504-B - 30" ØINV OUT 297.68DI 504 -REF. STA=14+19.24RIM 301.75INV IN 296.13 - DI-JB 504-A - 30" ØINV IN 295.98 - DI 509 - 18" ØINV OUT 295.07DI 503-A -REF. STA=14+42.36RIM 301.63INV IN 294.52 - DI 504 - 30" ØINV OUT 294.0230"RCP III @ 0.50% 149.07LFDI 507 -REF. STA=17+68.95RIM 298.02INV IN 294.05 - DI 508 - 24" ØINV OUT 293.55DI 512 -REF. STA=19+08.77RIM 296.89INV IN 292.80 - DI 507 - 30" ØINV IN 293.63 - DI 521 - 15" ØINV IN 293.38 - DI 512-A - 18" ØINV OUT 292.38DI 511-A -REF. STA=19+14.55RIM 296.89INV IN 292.25 - DI 512 - 30" ØINV OUT 292.1515"RCP III @ 0.30% 188.29LF
STA 10+45.54
18.00" Ø
CRN EL. 300.83
INV EL. 299.33
STA12+28.12
30.00" Ø
CRN EL. 300.28
INV EL. 297.78
STA14+19.24
18.00" Ø
CRN EL. 297.48
INV EL. 295.98 STA17+68.95
24.00" Ø
CRN EL. 296.05
INV EL. 294.05
STA19+08.77
15.00" Ø
CRN EL. 294.88
INV EL. 293.63
STA19+08.77
18.00" Ø
CRN EL. 294.88
INV EL. 293.38
30"RC
P
I
I
I
@
1.00%
5
5
.
5
0
L
F
PROPOSED
8" SDR-21PVC
WATERLINE FUTURE PHASE 4PHASE 3PHASE 3EXISTING PHASE 2PHASE 3 P&P JOHN
STARK DRIVE (A) -
AS-BUILT
C16
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:47 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
0 502550
GRAPHIC SCALE
100
NORTH
PROPOSED 20' PRIVATEDRAINAGE EASEMENTSUITABLESOILSN0
8
°
4
3
'
2
9
.
2
2
"
E
27
1
.
1
8
L =74 3 .30,R=45 0
10 x 70 (TYP)OS243,401 SF1.00 AC26+0027+0028+00PC28+70.9329+0030+0031+0032+0033+0034+0035+0036+00PT36+14.2322
+
0
0 PC22+89.4923
+
0
0
ØØØPROPOSED 20'PRIVATEDS3BDS3C10 x 70OS243,401 SF1.00 ACPROPOSED 34"WATER SERVICE50'20'30'JB 552DS3DHW 502 AND 501FHFHPROPOSED 20'PRIVATEDRAINAGEEASEMENTEW 501EOPPROPOSED 34"WATER SERVICE(TYP)PROPOSED WATERSERVICE(TYP)PROPOSED 34"WATER SERVICE(TYP)EW 502DS 3CDS 3BDS 3AEOPFUTUREEOPDS 3DTHOM
A
S
G
A
G
E
50' PU
B
L
I
C
R
/
W
&
U
T
I
LI
T
Y 8" SDR-21PVCWATERLINEEOP2"BOA WITH 8" GV WILLBE REMOVED AT THETIME OF PHASE 4 WATERLINE CONSTRUCTION ARESTRAINED JOINT WILLBE ADDED 168' FROM CAPT
H
O
M
A
S
G
A
G
E
D
R
I
V
E
50
'
P
U
B
L
I
C
R
/
W
&
U
T
I
L
I
T
Y 1516172627182930313233341231928PHASE 2PHASE 3PHASE 3PHASE 4PHASE 1PHASE 2WMWMWMWMWMBOJ_STARK rev 102919 25+99.74 299.52-4.0
1
%PVT STA.25+50.00PVT ELEV.300.91-4.01%PVI STA.25+89.74PVI ELEV.299.32PVI STA.25+99.74PVI ELEV.299.52-4.7
8
%PVI STA.26+09.74PVI ELEV.299.31-1.53%PVC STA.26+25.00PVC ELEV.298.58PVI STA.27+00.00PVI ELEV.295.00PVT STA.27+75.00PVT ELEV.293.85150.00VC-4.78%-1.53%46.20K-Val
296.34SD PVC STA.30+00.00PVC ELEV.290.40PVI STA.30+75.00PVI ELEV.289.25PVT STA.31+50.00PVT ELEV.291.15150.00VC-1.53%2.53%36.92K-Val
218.21SD
Ø
Ø
Ø
Ø Ø
Ø
Ø
Ø
Ø
Ø
Ø ØØØØØØØØØØØØØØØØØØØ
Ø
Ø
Ø
Ø
Ø
Ø
Ø Ø Ø Ø Ø Ø Ø
-2.11%
2.05%
PROPOSED
GRADEDI 522 -REF. STA=25+62.68 RIM 297.54INV OUT 295.08DI 521 -REF. REFER TO J_STARK RD PROFILE RIM 297.52INV IN 294.80 - DI 522 - 15" ØINV OUT 294.702-36" RCP III @
1.04% 47.87 LF
48.00 LF
1-8"X8"CROSS
4-8" GV
HGL 25
HGL 10
18"RCP III @
0.50% 69.89LF
24"MIN
3' MIN
FH
FH
PROPOSED
3:1 TIE
IN AT
PHASE LINE STA:33+5024"MIN
DIT
C
H
-
F
L
O
W
L
I
N
E
PROPOSED FIRE HYDRANT TO
BE INSTALLED IN PHASE 3
20' STEEL CASING PIPE
CENTERED AT CULVERTS
SEE SHEET CD9.
2 SPIDERS PER JOINT
2.53%
FUTURE
THOMAS
GAGE
ROAD
EXTENSION
EXISTING
GRADE
BOA
PROPOSED
8" SDR-21PVC
WATERLINE
DIP UP TO 45
CONNECTION
BOAEXISTING PHASE 2PHASE 3PHASE 3FUTURE PHASE 4MATCHLINEMATCHLINEPHASE 3 P&P
THOMAS GAGE DR
(B) - AS-BUILT
C17
PLAN REVISIONS
#DATE REVISION BY
PROJECT #:
DRAWN BY:
REVIEWED BY:
1ST SUBMITTAL:
SCALE:
SEALED:X:\CIVIL\PROJECTS\2020\C20035.00 - BIRCHWOOD GROVE CA\TECHNICAL\CONSTRUCTION ADMIN\AS-BUILTS & CERTIFICATIONS\CAD\PHASE 3\ASB SHEET SET\COVER & STORM.DWG PRINTED BY: MICHAELPETERSON 5.31.23 @ 2:48 PM LAST SAVED BY: MICHAELPETERSONPREPARED BY:
PREPARED FOR:
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
R
PROJECT:
SHEET:
C20035
MP
LL
2023.05.31
AS NOTED
BIRCHWOOD
GROVE
SUBDIVISION
PHASE 3 UTILITY
AS-BUILT PLANS
KB HOMES
U.S. 401
HARNETT COUNTY
HECTOR CREEK, NC
under foot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY, NC 27511
P:919.576.9733
NCBELS # C-3847
NOR T H C ARO
LI
NALAND
O
N M. L O V E LACEPRO F E S SIO
N
ALENGIN E E R
032674
2023.05.31
AS-BUILT
RECORD DRAWING
0 502550
GRAPHIC SCALE
100
NORTH