WQ0042738_Site Plans/Maps_20240915

UTILITY PLAN NOTES
L 1. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3-FEET
SCM FROM THE TOP OF FINISHED GROUND TO THE PIPE CROWN.
US 421 WATER LINE CONSTRUCTION SEQUENCE �� 1 POND #1 / 2. ALL WATER MAINS SHALL PVC.
3. SANITARY SEWER MAINS SHALL BE BE INSTALLED WITH A MINIMUM COVER OF
1. VERIFY PIPE MATERIAL, SIZE AND LOCATION FOR WATER EXISTING �5 FEET IN TRAFFIC AREAS AND A MINIMUM COVER OF 3 FEET IN
WATER LINE IN US 421. 0� PLAN AND PROFILE VIEWS OF \ NON -TRAFFIC AREAS. IN CASES WHERE MINIMUM COVER IS NOT MET,
2. VERIFY ISOLATION POINTS IN THE SYSTEM WITH THE TOWN OF /-� l SANITARY SEWER OUTFALL A / DUCTILE IRON SHALL BE USED WITH A MINIMUM COVER OF 3 FEET IS
0
LILLINGTON TO CAUSE LEAST DISRUPTION TO THE SYSTEM. O \ / H3 \ ARE SHOWN ON SHEET P5 ALLOWED.
3. INSTALL NEW WATER MAIN UP TO POINT OF CONNECTION. 4. ALL SANITARY SEWER SHALL BE SDR-35 PVC WHEN LESS THAN 12' IN DEPTH.
4. TEST NEW WATER MAIN IN ACCORDANCE WITH TOWN OF LILLINGTON O MH3A SANITARY SEWER BETWEEN 12' AND 20' SHALL BE C-900 PVC AND INCLUDE
STANDARDS AND SPECIFICATIONS. JI O 0 / \ I ADDITIONAL STONE BEDDING UP TO ONE FOOT ABOVE CROWN OF PIPE.
5. OBTIAIN ENGINEER'S CERTIFICATION FOR NEW WATER MAIN J l VARIABLE WIDTH / WHEN SANITARY SEWER IS GREATER THAN 20' IN DEPTH, DUCTILE IRON
0 0
FOLLOWING INSTALLATION AND TESTING. J LL MH36 \ PIPE SHALL BE USED.
6. NCDEQ APPROVAL NEEDED BEFORE TIE-IN. / C LILLINGTON AND SCM MAINTENANCE 5. WATER MAINS SHALL BE INSTALLED AT LEAST 10 FEET FROM EXISTING OR
\ \
7. INSTALL CONCRETE RESTRAINTS AND ASSOCIATED HARDWARE 9 �� O � UTILITY EASEMENT &ACCESS EASEMENT / PROPOSED SANITARY SEWER MAINS.
REQUIRED FOR TIE-IN PRIOR TO SCHEDULING AN INSPECTION. THIS �, C ( MH3C 6. THE MINIMUM SLOPE FOR 4 INCH SANITARY SEWER SERVICE SHALL BE NO
INCLUDE INSERTION VALVES. �/ O o LESS THAN 1%. PIPE FOR 4-INCH SEWER LATERALS SHALL BE PVC PIPE, DIP
8. COORDINATE WITH TOWN OF LILLINGTON ON TIE-IN DATE AT LEAST ONE C O � C `% sy OR CIR DIP MUST BE USED FOR DEEP OR SHALLOW INSTALLATIONS UNDER
WEEK PRIOR TO CONNECTION O ( / \�j THE SAME STANDARDS AS SEWER MAINS.
9. EXISTING ASBESTOS CEMENT WATER LINE TO BE ABANDONED BY FILLING C 0 / \ 9�< 7. WHERE A SANITARY SEWER PIPE CROSSES A STORM SEWER PIPE, THERE
WITH FLOWABLE FILL. 0 \ / sF / SHALL BE A MINIMUM OF 24 INCHES VERTICAL SEPARATION BETWEEN THE
OUTSIDE OF THE PIPES. IF THE REQUIRED VERTICAL SEPARATION IS NOT
/ POSSIBLE, A CONCRETE CRADLE OF FLOWABLE FILL SHALL BE INSTALLED TO
O c \�OG> ` THE SPRINGLINE OF BOTH PIPES. THE CONCRETE CRADLE SHALL BE THE
FULL WIDTH OF THE PIPE TRENCH AND EXTEND A MINIMUM OF 12 INCHES
0 d / � 0 � \ `9 O / BEYOND THE OUTSIDE EDGES OF THE LARGER PIPE. THE LOWER PIPE WILL
O \ / \ / / HAVE 1 INCH THICK COMPRESSIBLE JOINT MATERIAL BETWEEN THE CRADLE
0 c ( \ \ � _ AND THE PIPE. THE MINIMUM SEPARATION WITH A CRADLE IS 6 INCHES.
0 / MH4 MH12 / / 8. WHERE A WATER DISTRIBUTION MAIN CROSSES A SANITARY SEWER PIPE,
O O 19 THERE SHALL BE A MINIMUM OF 24 INCHES VERTICAL SEPARATION
/ /' BETWEEN THE OUTSIDE OF THE PIPES. WHERE A WATER DISTRIBUTION
O C _ _ �\ / MAIN CROSSES A STORM SEWER PIPE, A MINIMUM OF 18 INCHES OF
0O I / \ MH5 MH13 / / VERTICAL SEPARATION MUST BE MAINTAINED.
O \ 9. IF A WATER DISTRIBUTION MAIN CROSSES UNDER A SANITARY SEWER PIPE
\ / / - / BOTH THE WATER MAIN AND SANITARY SEWER MAIN SHALL BE DUCTILE
O O 15 \ IRON PIPE FOR 10 FEET EACH SIDE OF THE CROSSING.
O C v O `J C U O 0G O O I / / ��\ \ 20 10. ALL MANHOLES IN ROAD RIGHT-OF-WAYS WILL BE FLUSH WITH GRADE NOT
\ WITHSTANDING 100-YEAR FLOOD REQUIRMENTS. IN EASEMENTS,
C O O 0C O O 0C O O 000O 41I \\� \ / / MANHOLES WILL BE A MINIMUM 12 INCHES ABOVE GROUND. Lu
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J / 11. ALL WATER SERVICES SHALL BE 3/4 INCH TYPE K COPPER
0 O 0 O 0 O 0 O J
\ O C O C O C O G O \ / •' / 12. WATER AND SEWER SERVICE LOCATIONS SHALL BE COORDINATED WITH u
\ J o O o O o O o O O 9 AND APPROVED BY THE OWNER PRIOR TO INSTALLATION.
\ J O C O O C O �/ O \ // y / \ 0\ 21 13. THE MAXIMUM FREE VERTICAL DROP FOR GRAVITY MAINS INTO A
'D / MANHOLE IS 30 INCHES.
FH(TEMR) \ / 0 O o r��- 2� o G� FIRE FH1
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/ O o O o WV5 /
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\ \ \O o J�o O �l oi--\0^0^�/ / /
0 C 20, PUBLIC C / TEMPORARY BENCH MARK IS NAIL SET / \ MH14 • /
DRAINAGE IN BACK OF CURB ELEVATION=288.96
\ \ EASEMENT / / .� L/ O / �V6
C U \C / \ 8" TEE WITH /
TEMPORARY FIRE HYDRANT \ \ O / / \ / / O / \ (3) 8" GATE VALVES
(FUTURE EXTENSION INTO / \ /
8" SDR-35 PVC SANITARY SEWER / / WV8 \ yy
PHASE 2) \ \� / ? / / (TYP.) / \ 30 / � WV7
12 I MH6 / / \ \ / .01
/
/ 45 / / WV19 \ /
8" C-900 PVC WATERLINE / / / FH7
20' PUBLIC
DRAINAGE - O O (, \ \ 13 I I / (TYP.) \ / n
/EASEMENT k) O O o O
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EXISTING 18" \ / / \ / \/ \ //// o�p�
STORM PIPE / \ \ /
�� / 11 \ / '/�
EX. 12 / FH4 MH7 WVV1V2 `
STIFF KNEE WATER LINE 4'x4' THRUST
COLLAR W� \ \ 10 \ // / PROJECT AS -BUILT NOTES
_ - WV16 / O \ / 'I / 1. PROJECT DEVELOPER: MATTAMY HOMES LLC 1 11000 REGENCY
- / / / / \ \ PARKWAY, SUITE 110 1 CARY, NC 27518
A
WV17 \ \ \ / / 2. THIS PLAN HAS BEEN PROVIDED FOR THE PUPOSES OF PROVIDING
EX. 16 WATER / / / \ / / \ / / AS -BUILT WATER AND SANITARY SEWER INFORMATION FOR THE
LINE 9 STONEBARROW SUBDIVISION. RECORD INFORMATION SHOWN HEREON
12 GATE VALVE \ O \ / \ / _ / \ IS BASED ON CONSTRUCTION DRAWINGS APPROVED BY THE TOWN OF \ \ / /
4' x4 THRUST 1211 x12 TAPPING / 8" C-900 PVC WATERLINE LILLINGTON.
BLIND FLANGE FOR SLEEVE AND VALVE / O ( TYP.) 3. SANITARY SEWER SYSTEM EXTENSION PERMIT # WQ0042738 GRANTED
LINE STOP
COLLAR \ \ MH9 37 / / \ , BY NCDEQ ON AUGUST 11, 2021
, 4. AS -BUILT FIELD DATA PROVIDED BY ROBINSON & PLANTE LAND
WATER ` SURVEYORS ON NOVEMBER 27, 2023 & JANUARY 26, 2024
ECONNECTION ENLARGEMENT C\ / / / \ \ O3 \ I /
\ O
0 \ I, TIMOTHY P. NAU, AS A DULY REGISTERED PROFESSIONAL ENGINEERING IN
/ / \ \ / \ \?' FIRE 1 WV10 / \ THE STATE OF NORTH CAROLINA, HAVING BEEN AUTHORIZED TO OBSERVE ( X
v o` O% \ _
O (� C� / / O \ \ / \ HYDRANT PERIODICALLY, WEEKLY, FULL TIME) THE CONSTRUCTION OF THE
PROJECT, STONEBARROW, HEREBY STATE THAT, TO THE BEST OF MY
O 0�,/ / / MH10 1 G 38 FH N, -�.' \ ABILITIES, DUE CARE AND DILIGENCE WAS USED IN THE OBSERVATION OF THE
I O �(� o O O 0/ ��� \ I ` CONSTRUCTION SUCH THAT BY MY INSPECTION OF THE CONSTRUCTED
Q I 41 IMPROVEMENTS AND MY REVIEW OF THE AS -BUILT SURVEY DATA, I HEREBY
I ' O 0 (� o O 0 (� / ��CQ� \ / / I \ CERTIFY THAT THE (1) PUBLIC IMPROVEMENTS, (2) PRIVATE IMPROVEMENTS,
' O 0 (� o O O `� // / �\� \ O5 / `/ / / \ AND (3) PUBLIC SAFETY OF THE ABOVE REFERENCED PROJECT AS
\ \ CONSTRUCTED ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
\ /1 IMPROVEMENTS AS PRESCRIBED IN THE APPROVED CONSTRUCTION
0 O 0 �, 0 O / / / DRAWINGS, APPROVED DESIGN DOCUMENTS, AND/OR ANY APPROVED
o O o �j 39 MODIFICATIONS, EXCEPT AS NOTED IN RED ON THE "AS -BUILT" DRAWINGS.
O (� O"/ / / 6 / I % 40 ADVERSELY FURTHERAFFECTTHE REQUIRED PERFORMANCE ORORE, I CERTIFY THAT THE RED -NOTED TIONS PUBLIC UBLICDO NOT
SA SAFETY
0 O 0 o / / 0 \/ I 8 C-900 PVC WATERLINE \/
(TYP.)
0 /MH8 � 4'x4' THRUST COLLAR � ASPECTS OF THE IMPROVEMENTS.
O 1�r \ / `. O I `\I /\
\ � � , � NAME: TIMOTHY P. NAU, PE DATE: 9/13/2024
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MH11 I i / NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL
DOCUMENT BUT ONLY AS TO THE REVISIONS.
WV15 v / ��C A R �i, ORIGINAL DOCUMENT ISSUED AND SEALED BY
>�N O! '. DAVID ARNOLD, LICENSE NO. 036865, SIGNED ON
1 � � � � � OCTOBER 18, 2021.
FH6 l
WV11 _ I _ / _ SEAL
WV12 3 33
WV14' I - AS -BUILT UTILITY PLAN LEGEND WV13 -
.• J
- / / _ _ •.,• y E P PROJECT N0:
TN Y N P �• ? ��,, AS BUILT SANITARY SEWER PIPE
� � 1 S it%%�`` AS -BUILT SANITARY SEWER MANHOLE FH5 �_ _ _ 9-13-2024
/ FIRE I - o G AS -BUILT SANITARY SEWER CLEANOUT DESIGN BY: RSF
\ \ HYDRANT AS BUILT WATER PIPE
I - - - W - i _ - WV16 STONEBARROW PHASE 1 AS BUILT WATER METER O DRAWN BY:
W - '-
i OLD US HIGHWAY 421 SR 1291), - WV17 J� WATER PERMIT AS -BUILT WATER HYDRANT RSF
(60, PUBLIC R/W� ❑ SERIAL NO. 21-00640
AS BUILT WATER VALVES N
G
G REFER TO WATER CONNECTION SCALE:
ENLARGEMENT THIS SHEET 1"=50'
STONEBARROW PHASE 1
PERMITSANITARY SEWER PERMIT NO. WQ0042 38
DATE:
El� � 50 0 25 50 100 2024-9-13
E- SCALE: 1"=50' SHEET NO:
C4.O
AS -BUILT DRAWING

SANITARY SEWER SERVICE
CLEANOLITS
SANITARY SEWER MANHOLES
WATER METERS
Downstream
MH to Wye
Wye to CO
Point #
Northing
Easting
Elevation
Description
Lot #
Point #
Northing
Easting
Elevation
Description
Lot#
Point#
Northing
Easting
Elev.
Desc
Manhole
distance (If)
distance (If)
6010
598705.1673
2047887.2643
309.213
MH10
14
6020
598946.5866
2047735.4051
287.933
WM
1
6225
598592.0448
2047879.5183
319.321
CO
MH11
0.0
25.4
6012
598781.8692
2047849.8083
300.456
MH9
13
6022
598986.6423
2047697.2487
285.172
WM
2
6226
598662.9186
2047870.8886
313.908
CO
MH10
39.3
22.6
6019
598866.0698
2047770.5526
291.525
MH7
11
6036
598851.3137
2047724.0968
291.805
WM
3
6057
598807.8307
2047755.6774
293.298
CO
MH7
51.3
31.3
6024
598965.1712
2047672.3086
284.936
MH18
10
6037
598810.3732
2047682.2038
294.503
WM
4
6055
598759.9539
2047706.8133
295.681
CO
MH7A
37.1
31.3
6034
598807.9318
2047710.8447
292.525
MH7A
9
6039
598770.7910
2047640.6862
296.414
WM
5
6054
598727.1740
2047673.7643
297.575
CO
MH7A
83.1
31.5
6043
598606.2137
2047506.3588
307.060
MH8
8
6045
598534.0448
2047498.2222
310.754
WM
6
6051
598688.5922
2047634.6474
300.452
CO
MH7A
138.7
31.5
6069
599035.0688
2047943.5580
289.497
MH6
7
6049
598649.4222
2047595.2404
302.909
WM
7
6048
598647.3480
2047593.0034
303.291
CO
MH7A
196.4
31.6
6091
599201.8374
2048286.9497
287.804
MH13
6
6052
598691.1120
2047637.2462
300.071
WM
8
6044
598533.7772
2047494.7838
310.853
CO
MH8
0.0
73.3
6094
599226.2453
2048224.2563
286.426
MH12
5
6053
598729.0149
2047675.5035
297.393
WM
9
6040
598766.8813
2047637.5880
296.785
CO
MH7A
80.8
22.2
6098
599202.0146
2048114.0131
287.064
MH5
4
6056
598762.5872
2047709.3935
294.900
WM
10
6038
598807.0133
2047679.0709
294.632
CO
MH7A
23.9
21.7
6113
599085.2795
2048410.6230
298.875
MH14
3
6058
598810.8236
2047759.2100
291.804
WM
11
6035
598849.5937
2047721.5834
292.093
CO
MH7
46.6
22.4
6124
598992.4961
2048508.8556
308.898
MH15
50
6061
598910.2329
2047859.8578
291.275
WM
12
6023
598991.5509
2047692.8461
284.016
CO
MH18
0.0
33.5
6143
598907.2488
2048244.8336
301.222
MH16
49
6063
598946.8263
2047897.7524
290.940
WM
13
6021
598984.4400
2047698.7833
285.187
CO
MH7
133.2
32.4
6169
598729.3572
2048076.7515
304.249
MH17
48
6066
598982.7913
2047935.6741
290.220
WM
14
6070
598966.7436
2047850.7805
290.337
CO
MH6
114.1
16.0
6189
599328.9972
2048083.8116
284.143
MH3C
47
6067
599019.6016
2047971.4358
289.855
WM
15
6103
599167.8935
2048048.2901
288.304
CO
MH5
21.6
70.8
6190
599349.8923
2048067.2666
276.113
MH36
46
6073
599057.2230
2048010.4690
289.421
WM
16
6100
599203.4404
2048085.7661
287.837
CO
MH5
18.0
20.8
6191
599370.9382
2048052.2598
266.077
MH3A
45
6074
599093.3739
2048046.3791
288.623
WM
17
6097
599231.9268
2048129.6054
287.173
CO
MH4
18.9
10.2
6192
599392.3113
2048037.6093
257.590
MH3
44
6078
599128.4949
2048082.7580
288.275
WM
18
6092
599231.0116
2048275.1721
288.187
CO
MH12
45.7
22.9
6213
599589.7905
2048197.3372
244.781
MH2
43
6081
599168.9071
2048126.4774
287.511
WM
19
6089
599194.3458
2048326.1207
289.677
CO
MH13
33.6
21.4
6218
599779.8068
2048367.2934
244.306
MH1
42
6083
599191.9320
2048184.9764
286.756
WM
20
6109
599164.4386
2048358.4857
292.341
CO
MH13
77.7
21.8
6221
599235.8042
2048150.8824
286.611
MH4
19
6090
599196.8095
2048324.3304
289.488
WM
21
6111
599127.9038
2048397.2363
295.942
CO
MH13
131.0
21.8
6223
598600.5675
2047903.1985
317.765
MH11
18
6093
599233.1733
2048270.5506
287.619
WM
22
6118
599080.8313
2048446.7319
302.633
CO
MH14
29.3
21.6
17
6096
599233.3207
2048134.2739
287.178
WM
23
6121
599045.9230
2048482.9993
306.500
CO
MH14
79.6
21.1
16
6099
599205.7069
2048088.4296
287.638
WM
24
6122
599007.4926
2048523.7248
309.433
CO
MH15
0.0
21.2
WATER
VALVES & FIRE HYDRANTS
15
6102
599169.5871
2048050.4024
288.337
WM
25
6136
599017.9275
2048394.8866
299.852
CO
MH14
61.6
34.4
Point #
Northing
Easting
Elevation
Description
20
6108
599167.5490
2048355.4477
291.707
WM
26
6137
598982.3694
2048360.1547
300.111
CO
MH14
109.7
33.2
6015
598867.3005
2047785.8301
291.990
WV2
21
6110
599130.8867
2048394.0241
295.438
WM
27
6140
598943.4681
2048323.7523
300.477
CO
MH14
163.4
33.1
6016
598867.0221
2047782.1093
291.888
WV3
22
6119
599084.4462
2048443.0554
301.164
WM
28
6141
598904.3406
2048285.5320
301.516
CO
MH14
217.1
31.7
6017
598863.3420
2047785.9019
292.179
WV1
23
6120
599049.5601
2048480.2854
305.512
WM
29
6154
599060.1671
2048359.8259
299.918
CO
MH14
53.0
20.1
6018
598863.3306
2047782.1017
292.063
WV4
24
6123
599004.9399
2048527.3262
309.428
WM
30
6152
599028.0150
2048329.2888
300.200
CO
MH14
97.3
20.5
6030
598837.8015
2047751.1034
291.277
WV18
25
6135
599019.6503
2048396.6616
299.473
WM
31
6150
598988.5545
2048291.6135
300.553
CO
MH14
151.9
21.2
6046
598549.6350
2047517.0119
310.119
WV12
26
6138
598984.2213
2048362.6749
299.899
WM
32
6148
598948.0809
2048252.9675
301.230
CO
MH14
208.0
21.9
6106
599115.7537
2048034.3398
288.307
WV5
27
6139
598945.4978
2048325.3661
300.484
WM
33
6146
598910.9913
2048217.3036
301.815
CO
MH16
16.2
22.6
6114
599071.5488
2048411.6713
299.783
WV6
28
6142
598906.6484
2048287.7586
301.092
WM
34
6159
598865.1075
2048173.9966
302.732
CO
MH16
79.3
22.5
6115
599067.5247
2048411.6689
299.969
WV7
33
6147
598912.9724
2048218.9576
301.691
WM
35
6161
598831.8822
2048142.8009
303.237
CO
MH16
124.9
22.4
6116
599067.6289
2048415.5126
300.265
WV8
32
6149
598952.2456
2048255.5914
300.947
WM
36
6162
598798.2908
2048098.2895
303.834
CO
MH16
179.8
31.7
6132
599044.8043
2048394.1369
299.152
WV19
31
6151
598991.1301
2048293.4440
300.405
WM
37
6165
598766.9170
2048051.0355
304.466
CO
MH16
227.1
45.4
6170
598722.7618
2048078.5070
304.258
WV10
30
6153
599030.4085
2048331.9101
299.750
WM
38
6167
598735.7037
2048046.1166
305.042
CO
MH38
0.0
31.2
6220
598950.8948
2048538.5676
311.280
WV9
29
6155
599063.0800
2048361.5746
299.189
WM
39
6172
598695.6058
2048090.6451
304.971
CO
MH16
234.2
45.9
6031
598858.5692
2047730.2576
290.983
FH4
34
6158
598867.7401
2048176.2669
302.516
WM
40
6173
598702.6035
2048127.0292
304.642
CO
MH16
215.3
57.4
6047
598528.9907
2047516.9877
310.167
FH5
35
6160
598834.7287
2048144.8082
303.012
WM
41
6175
598741.6242
2048151.9251
304.198
CO
MH16
185.4
46.2
6104
599135.0247
2048013.7298
288.938
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32.4
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2048543.2401
311.155
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37
6164
598772.6246
2048054.3218
304.225
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43
6080
599165.9348
2048122.1748
288.023
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MH5
21.2
31.5
6131
599030.7012
2048407.3161
300.385
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38
6166
598739.2862
2048046.4035
304.531
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44
6077
599127.1085
2048080.3669
288.415
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MH5
76.5
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598712.1453
2048061.2374
304.995
FH3
39
6171
598694.7801
2048088.2894
304.497
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45
6075
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127.7
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40
6174
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MH5
178.9
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320.850
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232.2
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321.162
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12
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290.393
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47.7
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323.407
WV17
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598486.2250
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319.171
WV16
PROJECT AS -BUILT NOTES
1. PROJECT DEVELOPER: MATTAMY HOMES LLC 111000 REGENCY
PARKWAY, SUITE 110 I CARY, NC 27518
2. THIS PLAN HAS BEEN PROVIDED FOR THE PUPOSES OF PROVIDING
AS -BUILT WATER AND SANITARY SEWER INFORMATION FOR THE
STONEBARROW SUBDIVISION. RECORD INFORMATION SHOWN HEREON
IS BASED ON CONSTRUCTION DRAWINGS APPROVED BY THE TOWN OF
LILLINGTON.
3. SANITARY SEWER SYSTEM EXTENSION PERMIT # WQ0042738 GRANTED
BY NCDEQ ON AUGUST 11, 2021
4. AS -BUILT FIELD DATA PROVIDED BY ROBINSON & PLANTE LAND
SURVEYORS ON NOVEMBER 27, 2023 & JANUARY 26, 2024
I, TIMOTHY P. NAU, AS A DULY REGISTERED PROFESSIONAL ENGINEERING IN
THE STATE OF NORTH CAROLINA, HAVING BEEN AUTHORIZED TO OBSERVE (X
PERIODICALLY, _ WEEKLY, _ FULL TIME) THE CONSTRUCTION OF THE
PROJECT, STONEBARROW, HEREBY STATE THAT, TO THE BEST OF MY
ABILITIES, DUE CARE AND DILIGENCE WAS USED IN THE OBSERVATION OF THE
CONSTRUCTION SUCH THAT BY MY INSPECTION OF THE CONSTRUCTED
IMPROVEMENTS AND MY REVIEW OF THE AS -BUILT SURVEY DATA, I HEREBY
CERTIFY THAT THE (1) PUBLIC IMPROVEMENTS, (2) PRIVATE IMPROVEMENTS,
AND (3) PUBLIC SAFETY OF THE ABOVE REFERENCED PROJECT AS
CONSTRUCTED ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
IMPROVEMENTS AS PRESCRIBED IN THE APPROVED CONSTRUCTION
DRAWINGS, APPROVED DESIGN DOCUMENTS, AND/OR ANY APPROVED
MODIFICATIONS, EXCEPT AS NOTED IN RED ON THE "AS -BUILT" DRAWINGS.
FURTHERMORE, I CERTIFY THAT THE RED -NOTED EXCEPTIONS DO NOT
ADVERSELY AFFECT THE REQUIRED PERFORMANCE OR PUBLIC SAFETY
ASPECTS OF THE IMPROVEMENTS.
NAME: TIMOTHY P. NAU, PE DATE: 6/13/2024
C A R O ,,�ii
SEAL
= L C,3 33=
6-14-2024
NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL
DOCUMENT BUT ONLY AS TO THE REVISIONS.
ORIGINAL DOCUMENT ISSUED AND SEALED BY
DAVID ARNOLD, LICENSE NO. 036865, SIGNED ON
OCTOBER 18, 2021.
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DRAWN BY:
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SCALE:
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DATE:
2024-6-14
SHEET NO:
C4.1

/ LINE STOP AND PLUG /\ ASBESTOS CMENT WATER
ON EXISTING AC PIPE PIPE TO BE ABANDONED
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EXISTING 18" RCP / % / 2 I O
DRAINAGE PIPE / / 12"x8" REDUCER/
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END OF PAVEMENT
PHASE 1
PROJECT AS -BUILT NOTES
1. PROJECT DEVELOPER: MATTAMY HOMES LLC 1 11000 REGENCY
PARKWAY, SUITE 110 1 CARY, NC 27518
2. THIS PLAN HAS BEEN PROVIDED FOR THE PUPOSES OF PROVIDING
AS -BUILT WATER AND SANITARY SEWER INFORMATION FOR THE
STONEBARROW SUBDIVISION. RECORD INFORMATION SHOWN HEREON
IS BASED ON CONSTRUCTION DRAWINGS APPROVED BY THE TOWN OF
LILLINGTON.
3. SANITARY SEWER SYSTEM EXTENSION PERMIT # WQ0042738 GRANTED
BY NCDEQ ON AUGUST 11, 2021
4. AS -BUILT FIELD DATA PROVIDED BY ROBINSON & PLANTE LAND
SURVEYORS ON NOVEMBER 27, 2023 & JANUARY 26, 2024
I, TIMOTHY P. NAU, AS A DULY REGISTERED PROFESSIONAL ENGINEERING IN
THE STATE OF NORTH CAROLINA, HAVING BEEN AUTHORIZED TO OBSERVE (X
PERIODICALLY, _ WEEKLY, _ FULL TIME) THE CONSTRUCTION OF THE
PROJECT, STONEBARROW, HEREBY STATE THAT, TO THE BEST OF MY
ABILITIES, DUE CARE AND DILIGENCE WAS USED IN THE OBSERVATION OF THE
CONSTRUCTION SUCH THAT BY MY INSPECTION OF THE CONSTRUCTED
IMPROVEMENTS AND MY REVIEW OF THE AS -BUILT SURVEY DATA, I HEREBY
CERTIFY THAT THE (1) PUBLIC IMPROVEMENTS, (2) PRIVATE IMPROVEMENTS,
AND (3) PUBLIC SAFETY OF THE ABOVE REFERENCED PROJECT AS
CONSTRUCTED ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
IMPROVEMENTS AS PRESCRIBED IN THE APPROVED CONSTRUCTION
DRAWINGS, APPROVED DESIGN DOCUMENTS, AND/OR ANY APPROVED
MODIFICATIONS, EXCEPT AS NOTED IN RED ON THE "AS -BUILT" DRAWINGS.
FURTHERMORE, I CERTIFY THAT THE RED -NOTED EXCEPTIONS DO NOT
ADVERSELY AFFECT THE REQUIRED PERFORMANCE OR PUBLIC SAFETY
ASPECTS OF THE IMPROVEMENTS.
NAME: TIMOTHY P. NAU, PE DATE: 6/13/2024
,,,' 11111 a 0",
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SEAL - DOCUMENT BUT ONLY AS TO THE REVISIONS.
C�3Q33_ ORIGINAL DOCUMENT ISSUED AND SEALED BY
cr�t*�Jy DAVID ARNOLD, LICENSE NO. 036865, SIGNED ON
OCTOBER 18, 2021.
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SCALE: 1" = 5' VERTICAL
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Ip DATE:
2024-6-14
SHEET NO:
P1

320
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PROJECT AS -BUILT NOTES
1. PROJECT DEVELOPER: MATTAMY HOMES LLC 1 11000 REGENCY
PARKWAY, SUITE 110 1 CARY, NC 27518
2. THIS PLAN HAS BEEN PROVIDED FOR THE PUPOSES OF PROVIDING
AS -BUILT WATER AND SANITARY SEWER INFORMATION FOR THE
STONEBARROW SUBDIVISION. RECORD INFORMATION SHOWN HEREON
IS BASED ON CONSTRUCTION DRAWINGS APPROVED BY THE TOWN OF
LILLINGTON.
3. SANITARY SEWER SYSTEM EXTENSION PERMIT # WQ0042738 GRANTED
BY NCDEQ ON AUGUST 11, 2021
4. AS -BUILT FIELD DATA PROVIDED BY ROBINSON & PLANTE LAND
SURVEYORS ON NOVEMBER 27, 2023 & JANUARY 26, 2024
I, TIMOTHY P. NAU, AS A DULY REGISTERED PROFESSIONAL ENGINEERING IN
THE STATE OF NORTH CAROLINA, HAVING BEEN AUTHORIZED TO OBSERVE (X
PERIODICALLY, _ WEEKLY, _ FULL TIME) THE CONSTRUCTION OF THE
PROJECT, STONEBARROW, HEREBY STATE THAT, TO THE BEST OF MY
ABILITIES, DUE CARE AND DILIGENCE WAS USED IN THE OBSERVATION OF THE
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CONSTRUCTION SUCH THAT BY MY INSPECTION OF THE CONSTRUCTED
IMPROVEMENTS AND MY REVIEW OF THE AS -BUILT SURVEY DATA, I HEREBY
CERTIFY THAT THE (1) PUBLIC IMPROVEMENTS, (2) PRIVATE IMPROVEMENTS,
AND (3) PUBLIC SAFETY OF THE ABOVE REFERENCED PROJECT AS
CONSTRUCTED ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
IMPROVEMENTS AS PRESCRIBED IN THE APPROVED CONSTRUCTION
DRAWINGS, APPROVED DESIGN DOCUMENTS, AND/OR ANY APPROVED
MODIFICATIONS, EXCEPT AS NOTED IN RED ON THE "AS -BUILT" DRAWINGS.
FURTHERMORE, I CERTIFY THAT THE RED -NOTED EXCEPTIONS DO NOT
ADVERSELY AFFECT THE REQUIRED PERFORMANCE OR PUBLIC SAFETY
ASPECTS OF THE IMPROVEMENTS.
NAME: TIMOTHY P. NAU, PE DATE: 6/13/2024
C A R 0
`�:'• :9 NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL
SEAL - DOCUMENT BUT ONLY AS TO THE REVISIONS.
= 3ORIGINAL DOCUMENT ISSUED AND SEALED BY
' DAVID ARNOLD, LICENSE NO. 036865, SIGNED ON
OCTOBER 18, 2021.
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VERTICAL SCALE: 1"=5'
1" = 50' HORIZONTAL
50 0 25 50 100 DATE:
2024-6-14
SCALE: 1"=50'
SHEET NO:
P2
AS -BUILT DRAWING

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295
290
285 PROJECT AS -BUILT NOTES
1. PROJECT DEVELOPER: MATTAMY HOMES LLC 1 11000 REGENCY
PARKWAY, SUITE 110 1 CARY, NC 27518
2. THIS PLAN HAS BEEN PROVIDED FOR THE PUPOSES OF PROVIDING
AS -BUILT WATER AND SANITARY SEWER INFORMATION FOR THE
STONEBARROW SUBDIVISION. RECORD INFORMATION SHOWN HEREON
280 IS BASED ON CONSTRUCTION DRAWINGS APPROVED BYTHE TOWN OF
LILLINGTON.
3. SANITARY SEWER SYSTEM EXTENSION PERMIT # WQ0042738 GRANTED
BY NCDEQ ON AUGUST 11, 2021
4. AS -BUILT FIELD DATA PROVIDED BY ROBINSON & PLANTE LAND
SURVEYORS ON NOVEMBER 27, 2023 & JANUARY 26, 2024
275
I, TIMOTHY P. NAU, AS A DULY REGISTERED PROFESSIONAL ENGINEERING IN
THE STATE OF NORTH CAROLINA, HAVING BEEN AUTHORIZED TO OBSERVE (X
PERIODICALLY, _ WEEKLY, _ FULL TIME) THE CONSTRUCTION OF THE
PROJECT, STONEBARROW, HEREBY STATE THAT, TO THE BEST OF MY
ABILITIES, DUE CARE AND DILIGENCE WAS USED IN THE OBSERVATION OF THE
270 CONSTRUCTION SUCH THAT BY MY INSPECTION OF THE CONSTRUCTED
IMPROVEMENTS AND MY REVIEW OF THE AS -BUILT SURVEY DATA, I HEREBY
CERTIFY THAT THE (1) PUBLIC IMPROVEMENTS, (2) PRIVATE IMPROVEMENTS,
AND (3) PUBLIC SAFETY OF THE ABOVE REFERENCED PROJECT AS
CONSTRUCTED ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
IMPROVEMENTS AS PRESCRIBED IN THE APPROVED CONSTRUCTION
DRAWINGS, APPROVED DESIGN DOCUMENTS, Al ANY APPROVED
MODIFICATIONS, EXCEPT AS NOTED IN RED ON THE "AS -BUILT" DRAWINGS.
265 FURTHERMORE, I CERTIFY THAT THE RED -NOTED EXCEPTIONS DO NOT
ADVERSELY AFFECT THE REQUIRED PERFORMANCE OR PUBLIC SAFETY
ASPECTS OF THE IMPROVEMENTS.
NAME: TIMOTHY P. NAU, PE DATE: 8/5/2024
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SEAL
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8-5-2024
250
245
240
235
NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL
DOCUMENT BUT ONLY AS TO THE REVISIONS.
ORIGINAL DOCUMENT ISSUED AND SEALED BY
DAVID ARNOLD, LICENSE NO. 036865, SIGNED ON
OCTOBER 18, 2021.
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50 0 25 50 100 DATE:
SCALE: 1"=50'
SHEET NO:
2024-6-14
P5
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