WQ0042506_More Information (Received)_20231012

DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
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RECORD DRAWINGS FOR
ICHATHA
SUMMARY INFORMATION
DEVELOPMENT NAME: CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 1
OWNER / DEVELOPER: CHATHAM PARK INVESTORS LLC
LOCATION: EAST OF 15-501 AND NORTH OF SUTTLES ROAD
CHATHAM COUNTY PARCEL #'S (PIN #'S): 90944 (9752-18-6885) DB 1809 PG 0167, 7101 (9752-27-6874) DB 1761 PG
1015, 7146 (9752-47-0648) DB 1963 PG 0998
ZONING DISTRICT: PDD
PROPOSED USE: SINGLE FAMILY DETACHED AND RESIDENTIAL TWO-FAMILY
SITE DATA
SITE DATA
PH1A
PH1B
PH1C
TOTAL
ACREAGE
32.01
20.85
11.90
64.76
[AC]
ACREAGE THROUGHFARE / R/W
7.13
3.30
2.36
12.78
[AC]
ACREAGE TOTAL MINUS R/W
24.89
17.55
9.54
51.98
[AC]
PROPOSED # OF LOTS
46
57
49
152
[EA]
SINGLE FAMILY
4
57
49
110
[EA]
RESIDENTIAL, TWO-FAMILY
42
0
0
42
[EA]
PROPOSED DENSITY
1.44
2.73
4.12
2.35
[DU/AC]
PROPOSED IMPERVIOUS AREA
8.37
6.47
5.46
20.30
[AC] 31%
ROADS (PUBLIC)
3.48
1.38
0.97
5-83
[AC]
SIDEWALK (PUBLIC)
1.24
0.47
0.40
2-11
[AC]
GREENWAYS
0.72
0.03
0
0.75
[AC]
LOTS
2.93
4.59
4.09
11.61
[AC]
MINIMUM LOT AREA
4200
5394
5400
4200
[SF]
MEDIAN LOT AREA
4255
6600
6600
6028
[SF]
AVERAGE LOT AREA
4763
7134
6407
6188
[SF]
LF OF STREETS
5022
2587
1888
9497
[LF]
LF OF 5' SIDEWALK
6989
4585
3494
15068
[LF]
LF OF 10' MULTI -USE PATH
1893
0
0
1893
[LF]
LF OF 10' GREENWAY
3146
121
0
3267
[LF]
LF OF 18" CURB & GUTTER
5209
0
0
5209
[LF]
LF OF 30" CURB & GUTTER
9010
4963
3567
17540
[LF]
TOTAL LF OF WATERLINE
5295
2186
1644
9125
[LF]
LF OF 6" WATERLINE
1478
2186
818
4482
[LF]
LF OF 8" WATERLINE
1327
8L
2153
[LF]
LF OF 12" WATERLINE
2490
0
0
2490
[LF]
LF OF RECLAIMED WATERLINE
2579
0
0
2579
[LF]
LF OF STORM DRAINAGE
6961
4695
2812
14468
[LF]
LF OF SEWER LINES
2169
2739
1697
6606
[LF]
PARKING REQUIRED (2 SPACES/UNIT)
92
114
98
304
[EA]
PARKING PROVIDED (2 SPACES/UNIT)
92
114
987
304
[EA]
SEWER ALLOCATION
SEWER ALLOCATION
LOT TYPES
UNITS
FLOW FACTOR
TOTAL (GPD)
SINGLE FAMILY
3-BEDROOM
1 110
3 BR x 60
19,800
RESIDENTIAL, TWO-FAMILY
3-BEDROOM
1 42
13 BR x 60
1 7,560
27,360
VALVE TYPE
VALVE SIZE
MANUFACTURER
MODEL
# OF TURNS TO CLOSE VALVE
RESILL ENT WEDGE GATE VALVE
611
CLOW VALVE CO.
2639/2640
191/2
RESILL ENT WEDGE GATE VALVE
811
CLOW VALVE CO.
2639/2640
25 1/2
RESILL ENT WEDGE GATE VALVE
1211
CLOW VALVE CO.
2639/2640
37 3/4
RESILL ENT WEDGE GATE VALVE,
411
CLOW VALVE CO.
2639/2640
1 13 1/2
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
GARETH AVANT, P.E. ALICIA ALBINI
WITHERSRAVENEL, INC. WITHERSRAVENEL, INC.
115 MacKENAN DRIVE, CARY, NC 27511 [e-mail]
FAX: [phone] TELEPHONE: [phone]
[e-mail]
M PARK SECTION 7.1
RESIDENTIAL SUBDIVISION
PHASE 1 A
PITTSBORO. CHATHAM COUNTY. NORTH CAROLINA
MAY 2212023
RUSSET Rv
ED
PHASE 1 B
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DEVELOPER/OWNER
CHATHAM PARK INVESTORS LLC
105 W ESTO N ESTATES WAY
CARY, NC 27513
ATTN: MR. CHUCK SMITH, PLA, ASLA
TELEPHONE: [phone]
FAX: [phone]
VICINITY MAP
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INDEX OF SHEETS
8.04
ASPEN AVENUE PLAN & PROFILE
8.05
PROSPECT PLACE PLAN & PROFILE
Sheet Number
Sheet Title
8.06
ABUNDANCE LANE & MERRIVILLE ROAD PLAN & PROFILE
0.0
COVER
impis
OFILE
OFILE
8.10
SEWER OUTFALL PLAN & PROFILE - A & B
3.0
OVERALL SUBDIVISION PLAN
AND
3.1
SITE PLAN
8.12
STORM DRAINAGE OUTFALL PLAN & PROFILE
3.2
SITE PLAN
8.13
STORM DRAINAGE OUTFALL PLAN & PROFILE
3.3
SITE PLAN
3.4
SITE PLAN
8.15
STORM DRAINAGE OUTFALL PLAN & PROFILE
4.0
OVERALL UTILITY PLAN
4.1
UTILITY PLAN
8.17
STORM DRAINAGE OUTFALL PLAN & PROFILE
4.2
4.3
UTILITY PLAN
UTILITY PLAN
8.18
STORM DRAINAGE OUTFALL PLAN & PROFILE
4.4
UTILITY PLAN
5.0
OVERALL STORM DRAINAGE & GRADING PLAN
5.1
STORM DRAINAGE PLAN
5.2
STORM DRAINAGE PLAN
5.3
STORM DRAINAGE PLAN
PREPARED BY:
8.01
GRANT DRIVE STA. 10+00 - 20+00 PLAN & PROFILE
8.02
GRANT DRIVE STA. 20+00 - 31+00 PLAN & PROFILE
8.03
GRANT DRIVE STA. 31+00 - 42+00 PLAN & PROFILE
WithersRavenet
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com
1 10.01 1 TYPICAL ROADWAY SECTIONS 1
IONS
BOARD OF COMMISSIONERS PLAN APPROVAL
PROJECT NAME: CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 1
PROJECT NUMBER: TOP #SUB-2020-01
APPROVAL DATE: 10/27/2020
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
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DocuSign Envelope ID: E4B52EB4-6714-43D0-81 139-024366491580
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N/F
CHATHAM DEVELOPMENT ONE INC. / O
�— DB. 1809 PG. 167
LOT 6
PB. 2015 PG. 291-298 i
PB. 2016 PG. 241-243
PIN. 9752-18-0689 /o N/F
o / \
_ ' /
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD /
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN /
HEREON IS COMPRISED OF EXISTING AND PROPOSED /
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED. /
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION 7..1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
\ THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
\ 4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
\\ \ \\ SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
\\ \ PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
N/F
A&J VENTURE TWO, LLC
\ \
DB. 1961 PG. 217
BM. 19 PG. 6
`\
PIN 9752 29 2426
N/F
MARY VALERIE BALLIT
GESUALDO A. COSTANZO, CO -TRUSTEES
DB. 721 PG. 152
BM. 94 PG. 153
PIN.9753-40-2364
ZONE R-A2
ZONE PDD — CHATHAM DEVELOPMENT ONE INC. \ — — — — — — — — — — — END OF CONSTRUCTION - —
DB. 1809 PG. 167 \ \ \ \ WATERLINE SHOWN. ZONE 0-1 \ WABASH STREET
/ LOT 9 — \ 20' BUFFER
PB. 2015 PG.291-298 \\ \ \ 5. WITHERSRSTA. ± 17+94.00
AVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES I I
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
PIN. 9752-29-0838 \ \ \ FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
ZONE PDD \ \ \ FINISHED CONSTRUCTION FIELD CONDITIONS. PERENNIAL( Z�
\, \\ CHANNEL -----------
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1100 I I
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LOT 7 ! y
PB. 2015 PG. 291-298 / // / I 1076 — — 11125 1124 1123 1122 1121 1120 1119 1118 1117 1116 1115 1114 1113 I I I I 1
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PRIVATO III LLC. I I PRIVATO LLC.
/ DB. 1877
4 .718 I I I I DB. 1840
5 .649
LOT / BM. 2015 PG. 291-298 I I BM. 2015 PG. 291-298
/ PIN. 9752-08-7668 I PIN. 9752-18-0689
I I ZONE PDD I ZONE PDD
I I I
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DRAINAGE EASEMENT
PB 2015, PG, 291-298
EXISTING 5' PUE
PB 2015, PG, 291-298 — — —
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EXISTING UE
PB 2015, PG, 291-298
EXISTING UE
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PARKING CALCULATION CHART
SINGLE FAMILY (110 UNITS)
2 SPACES/UNIT REQUIRED
2 SPACES/UNIT PROVIDED (GARAGE/DRIVEWAY)
0 GUEST SPACES REQUIRED
0 GUEST SPACES PROVIDED (0 ON -STREET)
RESIDENTIAL, TWO FAMILY (44 UNITS)
2 SPACES/UNIT REQUIRED
2 SPACES/UNIT PROVIDED (GARAGE/DRIVEWAY)
0 GUEST SPACES REQUIRED
0 GUEST SPACES PROVIDED (0 ON -STREET)
N/F 1128O
CHATHAM DEVELOPMENT ONE INC. I I 1 \\ \1 \ IN, \ \ \ / / 11 \\✓ I I I U10 1143 \\ 1111 5' CONCRETE \ \
DB. 1809 PG. 167 PSCSAE \ \ / — I SIDEWALK TYP. \ \
LOT 10 — \/ / / I _ = \ \ \ \ \ \ / / 1072 155' R/W I I 1144 \ \ I \ ( ) \ \ \
BM. 2015 PG. 291-298 27' B-B 1129 / O 1110 \
PIN. 9752-18-6885 / \ / / / / / / I , \ \ \ / \ I I 1139 / \ \ O \
ZONE PDD END OF CONSTRUCTION \
/ / / / / / \ \ \ / \ 1071 I I O \ 1145 \ \ \ ASPEN AVENUE
\ \ \ / STA. ± 22+10.00
EXISTING28' S� 4 / / �/ /// \ \\ \\ '/ ' \ \ 1070 I 11 1130 \\ \ -9 1146 \\ 1109
/ TOWN OF / / \ % \ \ PERENNIAL CHANNEL O I \ 1138 O '9s
/ PITTSBORO (WETLAND) O
/ PUBLIC / / / / / \\ \ \ \ \ \ \ \ 1 331 / /� ' �ZQ 1147 \\ \ 'o
UTILITY AND \ O \ �0&27'B-B\
GREENWAY
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O 1 O � O 1107 �
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(WET POND)//
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ABUTMENT \ _ \ 1135 I I
/ EASEMENT I 1 / \?p� 2�� \ 1066 \ \ / .64' RIW
1152
GRANT DRIVE
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(EXISTING 26' B-B W/97 R/W) \ — -1 � — .I / /1024 \ \ 50� \� 1-1silo1153
(FU PB 2015 PG. 29/1-298/W) \ I / _ � / / / \ \ \ � F / I — 1064 IMAGINE WAYEXIST
/ / / 1025 \ \ \ I / / �'' —
PB 2015, PG, 191C�298 1 \ ' \ / / / 1022 \ \ZJ 1026 \ \ \ \ \ M / / — 1063 1062
LIE�, �� O O O
\�� 1060 1059 1058 1057
/ 41' B-B / 1021 \ \ — / / / 1056 ".••
O 1027 \ \ o / / / \�\ 1055 \ /
1020 O
1019 \ \� O \ \ \ \ / /
\ \ \ 1018 \\ 1030 / / SCM #3 \ O
1017 \ 30 (WET POND)
PERENNIAL /// /� / �e�� \ �� \ \ \ \ 1016 \ // / \ \ \ \ —� / �� / ' \1053
CHANNEL / / / °� �Q`� BRIDGE ABUTMENT \ \ O
°Q D" / \ \ 84' 1015 \ 55 R/W
FUTURE DEVELOPMENT / EASEMENT \ \ PUBLIC R/W \ 27' B-B O — — — \ L /\P 1052
C,fj\ \ \ � 1014 \ 6 1033 1034 \ � �� � 2T B� B / C7Q�\\ '
SECTION 7.1 / / 9ti \ X. 20' g-g \ — — — O 1035 1051
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MAXIMUM ALLOWABLE IMPERVIOUS SURFACE
(MAIS) AREA PER
LOT SUMMARY - PHASE 1
LOTS
MAIS S.F.
1003-1044
2,940
1045-1046, 1053, 1057-1064, 1070-1073, 1087-1096, 1101-1104, 1121-1132 & 1138-1154
3,250
1047-1052, 1054-1056, 1065-1069, 1074-1086, 1097-1100, 1105-1120 & 1133-1137
3,960
GRAPHIC SCALE
100 0 so 100 200
1 inch = 100 Ft.
/ �8� \ \\ 1013 � 1036 I �
�1/ \ \\ _ \ 1037
/ Sp, / / / L�. 55' R/W 1038 /
2� \ \ ♦ 2T B-B 1039 1040
�<v ao, / / \ . \ / — 1041 1042 1049
I I 1043 1044 /
T P ACE O O 1047 /
1 / / I I _PROSpE 1045 1046
°� ?o, ` 31'BB /' I I / PHASE
°y ti 00, \ / 1011 1010 \ _ _ O /
5' B-B \ / O I I O 1009 — _ _ 1048 / N/F
\ I 1012 I I O 1008 _ / / 1 C I CHATHAM PARK INVESTOR
O O 1007 / / LLC.
\ I I O — — — TRACT II
/ \ I 1006 �� — — DB. 1875 PG. 47
l \ 1005 f / PIN. 9752-47-0648
1004 4 A^n ZONE R 10
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CHATHAM PARK INVESTORS LLC
/ \ DB. 1567 PG. 800
LOT 3
BM. 2015 PG. 291-298
PIN. 9752-00-5565
ZONE PDD
SUBDIVISION NOTES:
1. DRIVEWAYS ON CORNER LOTS SHALL BE ON THE FAR SIDE OF THE LOT.
2. ALL SINGLE FAMILY UNITS ARE REQUIRED TO PROVIDE 2 PARKING SPACES EITHER IN A GARAGE AND/OR DRIVEWAY.
3. ALL DRIVEWAYS USED TO ACCOUNT FOR 2 PARKING SPACES SHALL BE A MINIMUM OF 16' WIDE AND HAVE A MINIMUM 20'
LENGTH SHALL BE MEASURED FROM THE RIGHT-OF-WAY.
4. DRIVEWAY PARKING IS REQUIRED TO BE WIN LENGTH TO COUNT TOWARDS PARKING REQUIREMENT, MEASURED FROM
THE RIGHT-OF-WAY.
5. A CENTRAL MAIL KIOSK FOR 154 UNITS WILL BE LOCATED IN THE FUTURE AMENITY CENTER AREA. 6 REGULAR SPACES
AND 1 ADA SPACE WILL BE REQUIRED. THE MAIL KIOSK AND PARKING SHALL BE CONSTRUCTED PRIOR TO C.0 FOR
PHASE 1. THE PERTINENT CONSTRUCTION DETAILS FOR THE KIOSK AND PARKING WILL BE SHOWN WITH THE AMENITY
CENTER PLANS.
PROPOSED SPEED LIMIT AND
STREET CLASSIFICATION
ROAD
CLASSIFICATION
R/W WIDTH
SPEED LIMIT
GRANT DRIVE
PUBLIC STREET
84'
35 MPH
ASPEN AVENUE
PUBLIC STREET
55'
25 MPH
PROSPECT PLACE
PUBLIC STREET
55'
25 MPH
IMAGINE WAY
PUBLIC STREET
55'
25 MPH
WABASH STREET
PUBLIC STREET
55'
25 MPH
MERRIVILLE ROAD
PUBLIC STREET
55'
25 MPH
ABUNDANCE LANE
PUBLIC STREET
55'
25 MPH
FUTURE DEVELOPMENT
SECTION 7.1
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Job No.
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02150098.62
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Date
Designer
05/22/23
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DocuSign Envelope ID: E4B52EB4-6714-43D0-81 139-024366491580
I N/F I I
I I I I I PRIVATO LLC.
I N/F I DB. 1840 PG. 649
I PRIVATO III LLC. I LOT 5
I I DB. 1877 PG. 718 I BM. 2015 PG. 291-298
I LOT 4 I PIN. 9752-18-0689
I BM. 2015 PG. 291-298 I ZONE PDD
II I PINZ668
ONE PDDI I I EXISTING 20'PRIVATE II
I II I DRAINAGE EASEMENT
PB 2015, PG, 291-298
I EXISTING STRIPING . - - - -
I _ - - _ TO REMAIN
II I I i � EX. BOC /
I I 9wM A KEEP RIGHT SIGN W4-7 &
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EXISTING 5' PUE C _ NCDOT 1264.01 & 1264.02
PB 2015, PG, 291-298
EXISTING STOP BAR
TO BE EXTENDED
8' HI -VISIBILITY CROSSWALK
(SEE NCDOT STANDARD
DETAIL 1205.07)
START OF
CONSTRUCTION
GRANT DRIVE
STA. 10+00.00
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- 20 B-B TO EOP R=9' BOC
11' TRAVEL LANE
R=9' BOC
N/F / MATCHLINE SHEET 3.4
CHATHAM DEVELOPMENT ONE INC. /
DB.1809 PG.167
LOT 10 / / / / / MATCHLINE SHEET 3.1
BM. 2015 PG. 291-298
PIN. 9752-18-6885
ZONE PDD I /SCM #4
I (WETLAND)
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\\ BRIDGE
ABUTMENT / I
C EASEMENT
± 95.5' Rl- �� \ \\ / / / I \ I I L 20' PDE
J _
_ R=50' R/W
_ _ R 30'. R=3' BOC \\
CURB TRANSITION\\ \/ / / / PSCSAE / V /
A STA: 16+85 -17+55 A IN,
/ // R=36' BOC I
EXISTING 5' PUE GRANT DRIVE 9' PUE I \/ / (TYP)
/ / / / /
PB 2015, PG, 291-298 5' CONCRETE � - / I
(EXISTING 26' B-B W/97' R/W)
(FUTURE 71'13-13 W/ 97' R/W) 1 \ i
EXISTING UE KEEP RIGHT SIGN W4-7 &
EXISTING UE PB 2015, PG. 291-298 PB 2015, PG, 291-298 TYPE 1 OBJECT MARKER KEEP RIGHT SIGN W4-7 & R=30'
PB 2015, PG, 291-298 NCDOT 1264.01 & 1264.02 TYPE 1 OBJECT MARKER
5' CONCRETE NCDOT 1264.01 & 1264.02 I I I
/ SIDEWALK
/
' CURB TRANSITION
EXISTING UE STA: 11+50 -11+85 I
PB 2015, PG, 291-298
30' UE
4:1 TIE TO
EXISTING EOP
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
C1
500.00'
226.04'
224.12
N77°02'56"E
C2
510.00'
315.46'
310.46
S72°16'47"E
C3
1200.00'
274.34'
273.74
S48°00'36"E
C4
1200.00'
1054.16'
1020.59
S66°37'37"E
C5
200.00'
227.99'
215.84
N81°08'22"E
C6
300.00'
79.66'
79.43
S73°48'40"E
C7
300.00'
59.83'
59.73
S75°42'19"E
C8
500.00'
203.75'
202.34
N9°52'51"E
C9
500.00'
239.57'
237.28
N35°16'51"E
C10
600.00'
188.97'
188.19
N39°59'03"E
C11
350.00'
368.13'
351.39
N61°05'36"E
C12
200.00'
71.95'
71.57
N31°09'14"W
C13
300.00'
230.37'
224.76
N67°59'49"W
C14
325.00'
510.53'
459.64
N44°59'39"W
C 15
350.00'
223.16'
219.40
N 18° 15'44"W
C16
200.00'
179.24'
173.30
N23°03'28"W
C17
37.50'
58.90'
53.03
S44°5539"W
C18
37.50'
58.90'
53.03
S45°04'21"E
LINE TABLE
LINE
BEARING
DISTANCE
L1
N64°05'52"E
164.40'
L2
N90°00'00"E
335.40'
L3
S54°33'33"E
234.37'
L4
S41 °27'38"E
186.71'
L5
N88°12'25"E
782.28'
L6
N48°28'56"E
132.52'
L7
S66°12'13"E
183.69'
L8
S81 °25'07"E
254.42'
L9
S69°59'31"E
137.89'
L10
N1°47'35"W
141.20'
L11
N21°33'17"E
98.20'
L12
N49°00'25"E
92.92'
L13
N30°57'41"E
109.74'
L14
N20°50'51"W
54.18'
L15
N41 °27'38"W
282.11'
L16
N48°32'22"E
22.50'
L17
N45°59'52"W
103.87'
L18
N89°59'46'
142.54'
LINE TABLE
LINE
BEARING
DISTANCE
L19
NO°00'28"E
335.62'
L20
NO°00'14"E
29.30'
L21
N36°31'43"W
106.16'
L22
S53°28'17"W
22.50'
L23
N48°43'53"W
176.90'
L24
N2°36'57"E
437.86'
L25
S89°55'39"W
886.43'
L26
I N89°55'39"E
128.21'
PAVEMENT MARKING/SIGNAGE NOTES:
1. PERMANENT MARKINGS SHALL BE THERMOPLASTIC AND
INSTALLED AFTER FINAL OVERLAY IS COMPLETED.
2. ALL PAVEMENT MARKINGS ALONG GRANT DRIVE SHALL BE
INSTALLED IN ACCORDANCE WITH NCDOT STANDARDS &
SPECIFICATIONS.
3. PREMARKINGS ALONG GRANT DRIVE SHALL BE APPROVED BY
NCDOT TRAFFIC ENGINEER PRIOR TO COMPLETION.
4. PERMANENT PAVEMENT MARKERS SHALL BE INSTALLED IN
ACCORDANCE WITH NCDOT STD 1250.01.
5. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD
STANDARDS & SPECIFICATIONS.
PAVEMENT MARKING LEGEND
PAVEMENT MARKING SYMBOLS
OA 4" WHITE LANE LINE
OB 4" DOUBLE YELLOW LANE LINE
OC 4" WHITE MINI -SKIP LINE (T-97SP)
20' PDE / / / 10,
IN
GUARDRAIL ON BOTH SIDES .4 261,
\� OF ROAD INSTALLED AT
\ BACK OF SIDEWALK / / 1022
/\ IN, STA: 20+20 - 23+10 / / / 4,349 SF -PO
\\
41' B-B \ / � / 1021 \
IN, 4,200 SF \\
I \ 1020 \\ \
4,200 SF Q \\ P
STANDARD
/I / \ \ / / ` \ \ REMOVABLE \ 1019 \\
\/ IN, BOLLARDS ss\ \ 4,200 SF �o
PERENNIAL CHANNEL / \ \ \ BRIDGE ABUTMENT \ 9' PUE
EASEMENT /_ \ B \ (101)8
7 \ \ 10, ss \ 4,200 SF
FUTURE DEVELOPMENT , / ,' \ \\ MULTI -USE \\ pl�01S)7SECTION 7. /// \ \ \_ _ = _ \ \ \\\PATH 4
\ 1' MUPE
SPEED LIMIT R=T BOC
SIGN "25 MPH" \ \
EXISTING 28" TOWN OF / / / / Q =� / / (R2-1 TYP.) A 5' \ \ ss \ 4,200 SF
/ / / ,�O �� / \ \ \ BIKE LANE
PITTSBORO PUBLIC UTILITY / / O� / / KEEP RIGHT SIGN W4-7 & \ 84' \
AND GREENWAY EASEMENT / / / �OQ / TYPE 1 OBJECT MARKER \ \ \ PUBLIC RM \
NCDOT 1264.01 & 1264.02 \ \ \\ \ ss \
V%X \
20' B-B \
AASHTO INTERSECTION SIGHT DISTANCE SUMMARY
/ 5' BIKE LANE
N/F
CHATHAM PARK INVESTORS LLC ,
DB. 1567 PG. 800
LOT 3
BM. 2015
PG. 291-298
PIN. 9752-02-00-5565-5565
ZONE PDD
DESIGN SPEED OF
MAJOR
MIINOR STREET
APPROACH GRADE
ADDITIONAL
ADDITIONALTIME
LEFTTURN
RIGHT
CALCULATED LEFT
CALCULATED RIGHT
PROPOSED LEFT
PROPOSED RIGHT
MAJOR STRET
STREET NAME
NAME
OF MINORSTREET
LANES (FROMTHE
FOR MULTILANE
TIMEGAP
TURN TIME
TURN SIGHT
TURN SIGHT
TURN SIGNT
TURN SIGHT
(THROUGH)
(THROUGH)
(STOP)
(STOP) (%)
LEFT)
HIGHWAY
(SEC.)
GAP (SEC.)
DISTANCE (FT.)
DISTANCE (FT.)
DISTANCE (FT.)
DISATNCE (FT.)
(MPH)
GRANT DRIVE
ASPEN AVENUE
35
1.9
1.5
0.75
8.25
6.5
424.4625
334.425
425
335
GRANT DRIVE
PROSPECT PLACE
35
5
1.5
0.75
9.25
7
475.9125
360.15
480
365
If
SHEET KEY MAP
In
\
31' B-B
150' DECELERATION AND TAPER \
5' B-B
1 \
\\
A
\
50\STORAGE
\
KEEP RIGHT SIGN W4-7 &
//
TYPE 1 OBJECT MARKER
\
NCDOT 1264.01 & 1264.02
v
10' PUE
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1 inch = 50 Ft.
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
CA R
.000*0000
= o°°°,` `SS/0
°Oo °o
8 SEAL o
0 036348 0
q°'0,NG I N E-- 00
oa b°O�F�� °C °° P o0 ooe
I Revisions
Sheet No.
3.1

DocuSign Envelope ID: E4B52EB4-6714-43D0-81 139-024366491580
i \ \ Q
\ \ 1023 \ 20' PDE 3 / tie /F/
\\\ \ ////o ' T1024 \ �� 10'REAR \ 6 04,\ �o7,741 SF / / \\\\4,833 SF SETBACK 5 STANDARD \\8 SF (TYP.) -O9�� TOP OF BANK \ / o/ REMOVABLE`_BOLLARDS
/4322� 22' 45 45
N 9' PUE \ ' \ \ \ \ TOP OF BANK \ \ / / 1064 / / / / I I I I IMAGINE WAY
fl C1O5 \ \ \ \ \ \ T _ �, / / / / / I I I 1 1 I I I
\ \ MATCHLINE SHEET 3.3 \ _ 6,308SF I I 1 I �\ \ \ / / /
6 \ 6,027 SF �� \ \ o i \ / / 1063 I 7,586 SF
\ - / /
/ MAT SHEET 3.2 - - \ / \ / 6,050SF
\ \ \ Cl) ZONE 1 � \ \ / /
- y /
10' FRONT 1026 \ \ \ - - __ 7 \ \ 20' DE / / / (106)2 N I I I I 1 1 I I / / DE
\ 10' ASPHALT GREENWAY / \ /
/ \ S�" \ / / I 1060 I 1059 I 1058 I I \ \ \
\ \\� SETBACK o \ \ o / / / 6,050 SF \n/
\ \\ (TYP.) 4,419 SF �ti \ ss \ \ \ \ N ZONE 2 / / W/ 30' GE / / \ \ �/ / / / I I 6,170 SF 5,703 SF I I 5,400 SF 1 I 5,400 SF 1 C1O7I
\ \ \ I I (1056)1027 \ \ / \\\sP /I 6,075 SF$$
\\ \ \ \ , \ �/qS I I I 1 I
\ems \\ 4,200 SF ^tio \ �s \ \ / / / / \ �e I I I I 1 I 1 I I 1 I I / / 1055
\ PSCSAE ,
\ \ .� \ \ ZONE 3 / / / � \ � �
'f'/ 1028 /�� 11\ - I I I I / / s,55o SF
\\�9 l 4,200SF do \ \ \��_ / // \� I ID/� Si--------1 I ----I I ----I L\ i I //// /// STOP BAR
I q ti (24' WHITE) /
\ O \ _ _ L _ / / / / I Z /1 \ 5 43' 51' 45' 45' I o STOP /
Q\ \\ (1029) \ / \ / / I I 4s' DE
4,200 SF yo / _ - / / / I 110' PDE 4a� \ // / 1054
SCM #3 I 9,464 SF /�v
(WET POND) I / / / \
1030
\\ os\\ 4,586 SF 50'
7)\\ / - - - - \ \ 60, \ \ \ I PSCSAE
STANDARD // \ \ \
REMOVABLE \ \ 43 \ 1053 \
\
BOLLARDS \ \ I 55' R/W 4,200 SF \ \ 55' RIW
\ 27' B-B � I 20' DE 27 B B
\\ \ \ 35, \
1015 \\ \ 1032 \ 10' REAR \ \ \ 1052 \ \ / 5,062 SF O \ SETBACK / / \ / / \
4,200 SF - - _ _
\ \ \ \ / / 5,087 SF 1033 \ \ \ (TYP.) _ \ \ \ \ \ / o �Q� \ \ \ 6,809 SF
\ s2 10014\ / DE 4,579 SF
�s \ 4,217 SF 9' PUE / 1034 \ 34' 20' PDE
DE �\ _ _ 4,200 SF \ 30 I 3' SIDE
32' - ��1035 ^ 35' 30' PDE \ \ \ \ SETBACK
/ \ 6,600 SF
\ 1013 \ 4,200 SF 1036 35, \ \ \ 20' DE 10' REAR
�s STOP BAR __ \ \ / \
\ 6,028 SF (24" WHITE) \��' \ O - _ 3s I \ \ \ SETBACK
STOP �\ 4,200 SF - _ \ ���CCC \ (TYP.
\ 120 \ \ 1037 _ s5- _ _ =5 \ \ \ ) 1050
10' X 70' SDTE DE / ° 4,200 SF _ 45' \ \
\ 1038 h - \ \ / / o\ \\ 7,417 SF
\ _ ss'
TYP.
\\ \ ( �� 4,484 SF
\\ 64' DE
STOP BAR // / � _ � �� \ 3\ � 55' R/W 5,335 SF 1041
\ (24" WHITE) // % g3 �_ }- - _ ��`` \ 27' B-B \ 4,373 SF 1042 I I / \ \ \ / �� //'� \ \ 1049 \ \
\ / /i i DE\\�\ �3. \ \ 3s, 4,200 SF I l es
\ / / /� I I I 4,200 SF 1043 O I I I / l l l \ \ Q �� \ \ 7,743 SF \\ /
y \ STOP J \ \ \ 1044
10' FRONT \\3s, �\ 4,200 SF
SETBACK (TYP.) \\\ �2 ��\�� 41200 SF
I 5,400 SF
5 _-PROSPECT PACE I I I 5,958 SF / / 1047 / // 10' X 70' SDTE - I 10' FRONT I / 7,105 SF h (TYP.) / /-� 20' DE
SETBACK I / / /%
/ 6,793 SF \ \\\� \ = 35' L -(TYP.)
\ /10' CROS ALK 'gyp 6,845 SF I I � 1009 \\ 35'
/ (8" WHITE) 1012 I I O \\\\ _ 4s' / / 7,811 SF
R=26' O I I 4,355 SF 1008 \\ 4 \ =� / / / R=25'
\ 1 R/W (TYP.) '20 5,210 SF I I \\ 33' - /
° R=40' 4,200 SF �\�\ _ �° ��� RIW (TYP.)
\ BOC (TYP.) I I 4,200 SF \\\�� BOC (TYP.) ASE 1C
\ v \ 10' X 70' SDTE I I 1006 R=15 _ _ \ \ 6� \\ /o / / PH
R=8' BOC (TYP.) I I 18, - _ - BOC (TYP. OF 2) - _ 4 �� / /
\ � � 19' \ 4,200 SF 1005 9' PUE 1
33' 1 \ \ -I _ _ / / PHASE 1A
�\��\\�� 3s \ \ 4,261SF 1004
>\ \ \ 10' PDE _ O
4,734SF 1003
\ \ \ 35, \ 4,789 SF \ /
10' REAR \ \ \ RETAINING WALL #2 I STOP BAR
\ \ \ \ 84' PUBLIC R/W SETBACK (TYP.) \ \ 4s \ W/ SAFETY FENCE I (24" WHITE)
N \ \ \ s, _ - (DESIGN BY OTHERS)
H H \ \ \\ \ \ \ \ % 37 I I STOP
Lu Lu
\ I/ /
v=1 t=J1 \ \ \ \ 20' B B I I DE
Lu LuZ Z \ \ \ 10' MULTI -USE I /
2 2 \\ \ \\ \ PATH I I I I /
U U \ \ \ ,{ IHI-VISIBILITY CROSSWALK
\ V MUPE / / R=15' I I II 110YLONG (WH TE)(120 MILS))
KEEP RIGHT SIGN W4-7 &\ \ \ / BOC (TYP. OF 2) II I
TYPE 1 OBJECT MARKER \ �\ 9' PUE
NCDOT 1264.01 & 1264.02 20' DE
20' DE I 19' PUE
20 B B \ \ \ \ MEDIAN STRIPING
I II''I (4" YELLOW)
16'BB \\ \ \�\ / / BOC 4 I
RETAINING WALL #3
W/ SAFETY FENCE
\ \ \ \ (DESIGN BY OTHERS) / /
10' B-B 10' CROSSWALK
18' B-BI
18' B-g I I (8" WHITE)
\ \ \ \ \ A SPEED LIMIT BOC (TYP.)
SIGN "25 MPH" I
(R2-1 TYP.) (2 TO HIT R I I I R=30' NCDOT #1145.01
R/W (TYP.) TYPE III BARRICADE
\ 10' MULTI -USE (TYP. EACH LANE)
STOP 20' B-B
9' PUE \ � � � \ PATH 1' MUPE
5'BIKELANE --------__-16'B-B --- -
F CONCRETE SIDEWALK \ \
15' X 425'
\
A \ \ R=8' ROC F 15' X 335' SDT
� BOC
1 R=8'
gNrORIV
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARKSECTION 7..1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
84 R/W) it -
FUTURE DEVELOPMENT - --__----- --------
SECTION 7.1 c A ---�-- - -- --�-I--��--- --- -
I I I I I F BIKE LANE 20 B B
I I SPEED LIMIT) KEEP RIGHT SIGN W4-7 &
I I SIGN "25 MPH" 10' PUE TYPE 1 OBJECT MARKER 84' PUBLIC R/W
(R2-1 TYP.) C 0
1. PERMANENT MARKINGS SHALL BE THERMOPLASTIC AND
INSTALLED AFTER FINAL OVERLAY IS COMPLETED.
2. ALL PAVEMENT MARKINGS ALONG GRANT DRIVE SHALL BE
INSTALLED IN ACCORDANCE WITH NCDOT STANDARDS &
SPECIFICATIONS.
3. PREMARKINGS ALONG GRANT DRIVE SHALL BE APPROVED BY
NCDOT TRAFFIC ENGINEER PRIOR TO COMPLETION.
4. PERMANENT PAVEMENT MARKERS SHALL BE INSTALLED IN
ACCORDANCE WITH NCDOT STD 1250.01.
5. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD
STANDARDS & SPECIFICATIONS.
PAVEMENT MARKING LEGEND
h t* PAVEMENT MARKING SYMBOLS
OA 4" WHITE LANE LINE
OB 4" DOUBLE YELLOW LANE LINE
© 4" WHITE MINI -SKIP LINE (3'-9'/SP)
ND
T 1264.01 & 1264.02
L J
9' PUE
20' DE KEEP RIGHT SIGN W4-7 &
TYPE 1 OBJECT MARKER
150' DECELERATION AND TAPER NCDOT 1264.01 & 1264.02
50' STORAGE
END OF CONSTRUCTION
GRANT DRIVE STA. 41+11.00
0
N/F
CHATHAM PARK INVESTORS LLC.
TRACT II
DB. 1875 PG. 47
PIN.9752-47-0648
ZONE R-10
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 Ft.
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
000ooe°` N C A R
q �.0-000000
cF(3o°o_-Ss/Q O Oo-°�,�vO°
C
a a Q`- 9
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0.0 I N Ir- o° �
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000000000000 \ P OOC
DocuSig"ea by:: C.
00 0 00000 oV�0000
5 19 2023
Revisions
Sheet No.
3.2

DocuSign Envelope ID: E4B52EB4-6714-43D0-81 B9-024366491580
SHEET KEY MAP \ N/F
MARY VALERIE BALLIT
\ GESUALDO A. COSTANZO, CO -TRUSTEES EXISTING 60' R/W, 2' NORTH AND EAST OF PROPERTY LINE
DB. 721 PG. 152 DB 361, PG. 312 / PB 13, PG. 7
BM. 94 PG. 153
\ PIN.9753-40-2364
® N/F ` ` ZONE R-A2
A&J VENTURE TWO, LLC \
DB. 1961 PG. 217
BM. 19 PG. 6 END OF CONSTRUCTION
3 PIN.9752-29-2426
ZONE 0-1 \ STA. ± 17+94.00
STREET
\- - - - - - - - - - - - - -
STA. /
20' BUFFER 20' PDE I 1
10'REAR //-----------------------------------------SETBACK
1
--------\ /// (TYP.) J-I I II----1zo'----
\ / / 50, 55, 55, 55, 55' 55, 55' 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 61' II 1
\ 5Q -----I r---- ----�I �� --- r----- r---- F---- -- - --- I ----I F - - - F- I ----I F - - - - - - - - - F - - - F- i = I = I I I I 1II 10
97
>1 D I 3sIDE
I
RECORD DRAWING NOTES: (n Icn SETBACK 8,383 SF I I
\ I I I I m I I m I I I I I I (TYP.) I I I I I I I I I I I I I I I I I
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD / \ I I �I I I I I I I I I I I I I I I I I 1 m I I II I I
In
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN I I I II I II II O IIOII IO I O I O I I I II I I 120
20-' _- - --
C1O85 10O82 10O84 (HEREON IS COMPRISED OF EXISTING AND PROPOSED I (108)3 I 10O88 O1089 O1090 C1O4 O1095 1096
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF 109 C1080 1 ; O 1 11 -
-
1
I
II I I I I I I I I I 6,818 SFPITTSBORO UNLESS OTHERWISE NOTED. 9,052 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,6,600 S5,400 SF 5,400 SF 5,400 SIF 5,400 SIF 5,400 SF 5,400 SF ,5,400 SF 5,400 SF I I 1 1I
I I R=25' Lu
10FRONT I -I I --I I -I I - I
-R/-W (TYP.)
98
--102. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH 10
CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY SETBACK R=30' v I 6,600 SF
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR 10,857SF (TYP) BOC (TYP.) 55R/w
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF 27'B-B I IMAGIN I WAY LN--120'
---I� ------ j ------i --------- -ilI I - --
THESE UTILITIES. ---_- - - - - - - - -
�' 55' 55' 45'- 45' 4545' 45' 315555551
I N
II 3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON /� - - -- - 120' - - -
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO / \ O\ \le
CENTER OF THE RESPECTIVE STRUCTURES.
\ \ \ '/�/ 1099 20' FIDE1 I I I
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION 1 N
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS �/ �� / / 1 I it 6,600 SIF 1 I I I
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE R=65'I 1 1 1
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE ( 1077 R/W - - - - - - - - - - - - - - -
48' B-B
_ ` - - -
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED I 9,784 SF 14 BOC 7247))
BOC ��Svw°°w'�' 3 ='T � 45' 45' 45' 45' 55' 55' 55, 55' 55' 55' 55' 53' _ - - - _ 120' _- - WATERLINE SHOWN. IIP I �� ----1 --__� __ _� - ===1 =----- =----- =__ -- - 1 ----- ------ --- = Qo' 1 11 --- I N/F
I I I I I I I I I I \° I DUCKA KELLY
I I I I I 9' PUE I I I I I I I I STOP o 11 DB. 762 PG. 735
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES I J ( DE I I I I I I I I I I I 1 1 I
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED _ I I I I I I I I I I I I I �o 11 PIN. 9752-39-8029
I FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT I_ 121 \\ \ I I I I I I I I I I I I I I I I I I I I I I I I I DE 1 p° 1 11 11000 1 ZONE R-A2
FINISHED CONSTRUCTION FIELD CONDITIONS. I \ p\ I I I I I I I I I I I I I 6,600 SF 1 I I I
I
I I \\\ _ 1
1125 1124 1123 1122 1121 1120 1119 1118 1117 1116 C1115 1114 I 1113 ,20 IOO101101OIllIp----120' I I
I 20' SSE > I I 6,733 SF 5,400 SF 5,400 SF 5,400 SF 5,400 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF I 9,076 SF
I I 1076 // T _ -- -- I I I I I I I I I I I I I 11 3' SIDE I
_ _ �I I I I I I I I I I 1 I 1
I \ / �5_ - 36' r ao' - 19 I I I I I I I I I I I I I I I I I I I I I I I I I 10' X 70' SDTE 1 I O I I
I II SETBACK
I \ \ 10,348 SF / / // / o I I I I I I I I I I I I I (TYP.) I I N II (TYP.) 5,400 SF 10' PDE i P
STOP I�°� I I I I I I I I I I I I 1 --- 1zo
I I I I I I I I I I I I I I ___ I 1 1
I I I I I I I I I I - �
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- - - - - --------------------------------------- (TYP.) 1102 SETTYPK
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1075 I O I I r---- ,20'----- I �1o'PDE I I I I 1I - _-_-100' IF O
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\ 1142 / / \
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\ PSCSAE / / \ \ I I II (' I I 5 / \\ 8,783SF I 1 111211- - - - - - - - - - I
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-----------I / \\ R=50'RIW / / 1143 ///\ \ I 1111 I I I
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\\ \ \ I 1072 I
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/ I 5,402 SF i I� - - - - - I I I \ \ 130,_ (TYP.)
I----------J. I M II 55'R/w \\O /
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\ � \ 20' SSE \ / \ , \ I II � I � � ( 1139 ��
\ \ \�� (1071) 8,783 SF
\ \ / 5,836 SF
5,400
-122' I 1 II 1130 1 -130� \ \ / / \ \ \ \\ \ \ END OF CONSTRUCTION
II I \ O ASPEN AVENUE
I\� II 6,534 SF
DE STA. ±22+10.00
1070 I DE �� \ r \\ /� \ / / / / \ \ 7,717 SF
II \ / 5,917 SF / \ \
\ - o / \ 1 1138 20' SSE / / \\ �� s 27' R/W
/ � I 6,294SF _ J 1 ��12 \o 1 / ��-- 2TB-B /// \ \ °>. i / \
\ / / s\ \ \ 55' RAN
6,888SF \ �ti� / \\' 27'BB
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6 539 SF / / / \ `�'- \ / / / / / / / / RIW (TYP.) / \\�� (� 1147
\ R=30' / / \ \ \Q 5,989 SF / j / \ \ �� �� 1108 / / \ \s'S'
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\ \ \ 7,798 SF STOP BAR
/ / / / / / / 9' PUE \\ \ \ / / \ \ \ ti/ / \� \ \ (24" WHITE)
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1 i -125 10' FRONT a / 1137
\ 1 \ I \ \ 6,539 SF / / / / / / \ \ 6,041 SF
M ' \ \ \ SETBACK \ \ \ a // 7,121 SF
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' i T SIDE// \ \ \ \ ✓ 7,235 SF \
� � PERENNIAL CHANNEL, � \ \ \ \ �ti� / \ ��/12a" /
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2 2 \ / /� \ s\ / // \ \\ / \ \ / / / /\
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7,a37 SF / / \ s2 \\ / 11005
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11,441 SF oP / �C/STA: 21+70.00
s���_ I I 9,510SF �I // / \ Q
/ 122 I I I 1151 / / � \ \ Qom/ / BEGIN TAPER
\ / \ \ / 1 / / / / \ as / STA: 20+70.00
\ ( \ 8,014SF / \ O \ --------------� °-� I
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\ \ 4,248SF 6 \ \ `\ \ \ \ - - - \ j/ // \ \ \ o�
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\ 17\ \ \ p OL ] \ 5,761 SF
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10. 2 \ �S \ c3 ^
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\ \ \ MATCHLINE SHEET 3.3 / I T\� - _ / 6,308SF /� ( I I I I I I I I I I \ \ / /
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/// / �� \ / / 6,050SF
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Date
Designer
05/22/23
WR
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Sheet No.
3.3

DocuSign Envelope ID: E4B52EB4-6714-43D0-81 139-024366491580
y /
VARIABLE WIDTH TOWN OF /GREENWAY TRENCH
/ PITTSBORO PUBLIC UTILITY AND DRAIN AND APPROACH
GREENWAY EASEMENT PUMP
/ STATION
PB 2018, PG. 333 /
I
TIE GREENWAY TO O
EXISTING INFRASTRUCTURE
STANDARD
REMOVABLE
BOLLARDS
57' GREENWAY
I BOARDWALK
(DESIGN BY OTHERS)
CONTRACTOR TO VERIFY
EXISTING CONDITIONS PRIOR TO
INSTALLING GREENWAY AND
BOARDWALK. NOTIFY ENGINEER
PRIOR TO ANY DEVIATIONS FROM
THE PLANS. I
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� I \ I ♦ ♦_ ��� ♦ '� � — - - - - � - - --_ \\ // // //\ BOUNDARY
PSCSAE
00,
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\ EXISTING 20' PSCSAE
N/F
\ \ CHATHAM DEVELOPMENT ONE INC.�-
\ \ DB. 1809 PG. 167 / / 10 PDE \ \ \ 72' GREENWAY \
\ \ LOT 9 EXISTING \ \ BOARDWALK
\ PB. 2015 PG, 211-298 HOSPICE
PIN. 9752-29-0838 ' EXISTING 30' TOWN OF \ \ \ (DESIGN BY OTHERS) /
ZONE PDD ► ► PITTSBORO PUBLIC UTILITY \
\ ► ► AND GREENWAY EASEMENT \\ \ \ \
\ \ \
20" \ EXISTING 20' PRIVATE
\ SANITARY SEWER /
EASEMENT
PB 2015, PG. 291-298
EXISTING 20' PUBLIC SANITARY \ /
SEWER EASEMENT
DB 1732, PG. 221 PB 2015, PG. 291-298
r
I
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION 7..1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
CONTRACTOR TO VERIFY
EXISTING CONDITIONS PRIOR TO
INSTALLING GREENWAY. NOTIFY
ENGINEER PRIOR TO ANY
DEVIATIONS FROM THE PLANS.
I 10'ASPHALT
GREENWAY
EXISTING
FENCE
10'ASPHALT
GREENWAY
EXISTING �, \
WETLAND
\EXISTING SCM
PERENNIAL \
CHANNEL �= \ �50' \
O \ \
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2 \
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N/F \ \
CHATHAM DEVELOPMENT ONE INC. V I
DB. 1809 PG. 167 O
LOT 6 \
PB. 2015 PG. 291-298 1
PB. 2016 PG. 241-243
PIN. 9752-18-0689 1 \ \
ZONE PDD \ I
\
\ \
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CHATHAM DEVELOPMENT ONE INC.
DB. 1809 PG. 167 +
LOT 7
PB. 2015 PG. 291-298 T
PB. 2016 PG. 241-243
PIN. 9752-19-5526
ZONE PDD
/
MATCHLINE SHEET 3.3
MATCHLINE SHEET 3.4
,D ZONE 3
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10'ASPHALT
GREENWAY W/ 30' GE /
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05/22/23
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Sheet No.
3.4

DocuSign Envelope ID: E4B52EB4-6714-43D0-81 B9-024366491580
0
J
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TOWN OF PITTSBORO UTILITY NOTIFICATION NOTES:
1. THE OWNER/CONTRACTOR SHALL NOTIFY THE TOWN OF PITTSBORO AT LEAST 48
HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. ONCE CONSTRUCTION HAS
BEGUN, AT LEAST 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF
DISRUPTION TO THE TOWN'S SERVICES SUCH AS TAPPING WATER MAINS,
OPERATING VALVES, CLOSING STREETS, PLUGGING SEWERS, ETC.
2. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICEMAIL OR
EMAIL WILL NOT BE CONSIDERED PROPER NOTIFICATION UNLESS ADEQUATELY
RESPONDED TO BY A TOWN OF PITTSBORO REPRESENTATIVE.
3. THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL
CUSTOMERS AFFECTED BY SERVICES INTERRUPTIONS. THE TOWN OF PITTSBORO
WILL NOT APPROVE SERVICE INTERRUPTIONS UNTIL PROOF THAT PROPER
CUSTOMER NOTIFICATION HAS BEEN PROVIDED.
4. EXISTING VALVES SHALL BE OPERATED ONLY WITH A REPRESENTATIVE OF THE
TOWN OF PITTSBORO PRESENT.
PIPE CORROSION POTENTIAL NOTES:
1. GEOTECHNOLOGIES, INC. WAS REQUESTED TO PROVIDE THEIR OPINION OF THE
POTENTIAL FOR CORROSION OF DUCTILE IRON PIPE (DIP) INSTALLATIONS FOR THIS
PROJECT. PER THEIR REPORT DATED 03/20/17, THERE ARE NO CORROSIVE SOILS ON SITE.
UTILITY LINE SIZING NOTES:
1. WATERLINE SIZING BASED ON REPORT TITLED, "NORTH VILLAGE UTILITY PLAN UPDATE
Potable Water", PREPARED BY MCKIM & CREED, DATED AUGUST 2019.
FIRE ACCESS NOTES:
1. FIRE ACCESS MUST BE PROVIDED DURING CONSTRUCTION PHASE.
2. NO BUILDING MATERIALS ARE TO BE PLACED/ STORED IN MANNER AS TO PREVENT
EMERGENCY VEHICLE ACCESS.
I I
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FIRE HYDRANT NOTES:
PER LATEST TOWN OF PITTSBORO STANDARD SPECIFICATIONS, FIRE HYDRANTS (IN
DISTRIBUTION MAINS) SHALL BE SPACED SUCH THAT ALL STRUCTURES FALL WITHIN A 500-FOOT
RADIUS OR AT LEAST ONE HYDRANT.
\
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PRIVATO III LLC.
PRIVATO LLC.
DB. 1877 PG. 718
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LOT 4
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BM. 2015 PG. 291-298
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PIN. 9752-08-7668
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MARY VALERIE BALLIT
GESUALDO A. COSTANZO, CO -TRUSTEES
\\ \ DB. 721 PG. 152
BM. 94 PG. 153
PIN.9753-40-2364
ZONER-A2
/
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\\ \
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\
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\
1
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PIN. 9752-29-2426
\ \\ — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ 8" DIP WATERLINE TO BE
— — — —
ZONE 0-1
EXTENDED WITH FUTURE
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DEVELOPMENT
II CHANNEL —— — — — — — — — —
III -------
8" DIP
6" DIP (WATERLINE)
I I I (WATERLINE) O O O O O O O O O O O O O O O O OI
1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096
1078 I 6" DIP
1 l I O O (WATERLINE) I MAG I N E AY
1 50•- 20' 30' 30' 20' 50' -- — — -- -- — -- — ---- — -- — --
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PHASE 1C I I
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# (WATERLINE) I \\\ — \ / \ \ Z e
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3 PIN. 9752-18-6885 t \ O
#14 FHA \ \
ZONE PDD / �j / / / \ • \ 1071 I .45 \ \ 8" DIP WATERLINE TO
o N 1 / / moo, / / / / / \ ss\ \ / / I I \ \ \ BE EXTENDED WITH
\ 1109
\ FUTURE PHASE
i O '9
3 a I EXISTING 8" EXISTING 28' SCM #4 // // / / / \ \ \ \ / / \ 1070 I I J \ \yap 1146��-y
Q \ o ( ) / TOWN OF (WETLAND) / \ / PERENNIAL CHANNEL SyS
O m � RECLAIMED WATERLINE / / �
w m N I / PITTSBORO / / / \ \ \ 1131 / / Q 1147
L EXIST. 12" DIP PUBLIC / / / \\ \ 9 O `
N \ \ / 1108 \
'l � CO WATERLINE // / / \ \ 1069 / 1
(WATERLINE) / UTILITY AND � / /
GREENWAY EXISTING 12" CPP / #15 FHA
1 II EASEMENT (TO BE REMOVED) / / \ ) 1132 / OUTFALL C 1137 1148 \
/' SCM #1
(WET POND) \ z Y
_ \ 12" DIP m ¢
O
\ (WATERLINE) _ — / /I / i l / a o #12 FHA
/ APPROXIMATE LOCA— u / I I 0 oa
�ION 106�7
\
4i1 FHA OF 12" DIP FORCE MAIN �; !\\ I \ 1105
6" DIP \ 1134 #11 FHA
• \ \ BRIDGE (BY OTHERS) _ _ \ ( I , \ WATERLINE
1 \ i ABUTMENT 260 LF STEEL CASING �� �, / 9S \ \ \ 30 �° . �� 035
EASEMENT I
— PIPE (BY OTHERS)
1152 /
GRANT DRIVE _ 1 /\ k/ �� / / \ \ \\ o �F� \ e(EXISTING 26' B-B W/97'R/W) 1 1024 � 01L�_,�_
(FUTURE 71'B-B W/ 97' R/W) \ I / / / \ #18 FHA \ \ "°ELF \ 2 I 1064 IMAGINE WAY \
PB 2015, PG. 291-298 I _ / 1025 \ \ — �. O — \ 1154
4" PVC _�
(RECLAIMED WATERLINE) i I / \ / 1 222 \ 2J� 1026 \\ \\ \ o . � — % 1063 1062 1061 1060 1059 1058 \ \ \ \ /
EXIST. 6" PVC / / �' \ / / 1021 \ s 'p,C� O
(RECLAIMED WATERLINE) /� I / / O \ -r�� 1027 \ / / / / / \ O O 5 /
1020 \ �� O \ \ � / / / 1055
O �� 1028 \
� \ ,C� O \ � � _� / // // � �\�� 6" DIP
�/ 1019 r \ �_ / / / O \ 1 (WATERLINE) \
/ \ #2 FHA O �O 1029
/ 1018 \ / / / SCM #3 \ I ` 10546" DIP /?
R — \ \ (WATERLINE)' 1017 \ \ 1030 (WET POND)
/ _ \ \ \
cooA �s� PERENNIAL / / �Q / \ \ 1016 / \ / O J 1053 `
o O CHANNEL / k O
�OF��AGe`SQ� /. °Q �Ir BRIDGE ABUTMENT \ O \ \ 1015 \ \ / // 1031 1032 \ ^ `\'1 I /
Ts2 8�9 FUTURE DEVELOPMENT / ° EASEMENT O / O
/ / �°e � G, .. \ \ \ / 1033 \ � \ ' � ��P 1052
/ / 40 LF STEEL \ 1014 / O 1034 / �c,Q
SECTION 7.1 CASING PIPE �� O \ \ — — — O 1035 1051
O �
UTILITY ABBREVIATION LEGEND
FHA
FIRE HYDRANT ASSEMBLY
BOA
BLOWOFF ASSEMBLY
GV
GATE VALVE
RED
REDUCER
WV
WATER VALVE
WM
WATER METER
CO
CLEANOUT
GRAPHIC SCALE
100 0 5o 100 200
1 inch = 100 ft.
ELECTRICAL NOTE:
ELECTRICAL LAYOUT WILL BE PROVIDED AND DESIGNED BY DUKE ENERGY.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
RECORD DRAWING NOTES:
OPEN CUT "Y �\ 1013 1036
0 2 / �` •\ � \ #3FHA / _ SS \ \ 1038 1039 1040
\ / / 10421_043110O44
T PROSPECT O1045 1046
#7 FHA P�ACd
\ 1O047
S0 1010
O1049
PHASE
' 1009
tiP/ 1 C
1008
I
/ / ♦ 4" PVC RECLAIMED
/ / / ♦ WATERLINE TO BE
/ EXTENDED WITH
FUTURE PHASE
/ ♦ 8" DIP (WATERLINE)
// �� / ♦ TO BE EXTENDED
WITH FUTURE
/ / I DEVELOPMENT
/ N/F
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD CHATHAM PARK INVESTORS LLC
DB. 1567 PG. 800
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN \
LOT 3
HEREON IS COMPRISED OF EXISTING AND PROPOSED \ \
PIN
-298
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF \ \ \ BM. 2015 2-0PG. 65 -55
i \ ZONE PDD
PITTSBORO UNLESS OTHERWISE NOTED. \
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH \
CHATHAM PARK SECTION 7-1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES. I /
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON I I \ \
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES. \
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION \ /
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS \
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE \ \
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED I I \ \
WATERLINE SHOWN. O \ \ \ \
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES \ \
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED \\
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT O
FINISHED CONSTRUCTION FIELD CONDITIONS. \ /
I � I
I / 1
6" DIP I I 1006 \ SS \� / �--- mm 41
\ (WATERLINE) I _ 1005
8" DIP (WATERLINE) 1004 TERLINE) \ \ � � � 1003 / I 6" DIP
`\ \ O I I (WATERLINE) \ /
\\ \\\ \\ #8FHA
\\\ PHASE
\ � \
1A
\ \ \ \ •�� \ / / I 12" DIP WATERLINE
TO BE EXTENDED
WITH FUTURE PHASE
SRC W W t m
FUTURE DEVELOPMENT
SECTION 7.1
GR 8ORIV _ R
/wl
I
I—,
R
8" DIP WATERLINE
TO BE EXTENDED
WITH FUTURE
DEVELOPMENT
R R R
L 4" PVC RECLAIMED
WATERLINE TO BE
4" PVC RECLAIMED EXTENDED WITH
WATERLINE TO BE FUTURE PHASE
EXTENDED WITH
FUTURE PHASE
N/F
CHATHAM PARK INVESTOF
LLC.
TRACT II
DB. 1875 PG. 47
PIN. 9752-47-0648
ZONE R-10
N/F
ROCKY CRISSMAN AND WIFE
JANIE C. CRISSMAN
DB. 1499 PG. 378 LOTS 1 & 2
BM. 2007 PG. 489 PIN. 9752-37-7288
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
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I Revisions
Sheet No.
4.0

DocuSign Envelope ID: E4B52EB4-6714-43D0-81 139-024366491580
0
a
x
WATER STRUCTURE POINT TABLE
POINT#
DESCRIPTION
NORTHING
EASTING
20186
FH
728275.07
1953481.63
20155
FH
727885.74
1953177.80
20149
FH
727537.63
1953227.79
20148
FH
727570.30
1952789.45
20135
FH
727686.58
1952501.80
20129
FH
727971.22
1952166.49
20094
FH
727902.53
1952791.46
20026
FH
728300.54
1952171.59
20154
FH
727744.21
1953129.45
20063
FH
728022.52
1952382.04
20127
FH
728208.12
1951925.92
70027
FH
728447.10
1951583.00
70093
WV
728538.03
1953693.39
70092
WV
728533.71
1953687.45
70091
WV
728504.59
1953655.83
70090
WV
728503.95
1953646.98
70089
WV
728496.77
1953642.89
70088
WV
728268.63
1953489.58
70086
WV
727478.27
1953169.44
70085
WV
727483.14
1953175.32
70084
WV
727482.69
1953165.06
70083
WV
728421.71
1951602.17
70082
WV
728484.00
1951291.02
70081
WV
728488.10
1951286.76
70080
WV
728483.74
1951282.77
70076
WV
727531.69
1953447.87
70070
WV
727528.22
1953228.19
70067
WV
727522.99
1953136.01
70063
WV
727561.08
1952787.01
70060
WV
727677.72
1952497.36
70059
WV
727964.94
1952158.92
70058
WV
727915.15
1952198.84
70057
WV
727916.37
1952204.81
70056
WV
727910.59
1952202.92
70054
WV
727854.30
1952135.17
70053
WV
727855.65
1952137.06
70052
WV
727864.63
1952123.72
70051
WV
727863.83
1952122.97
70050
WV
727896.68
1952160.54
70048
WV
727900.50
1952157.32
70046
WV
728199.08
1951914.22
70045
WV
728188.30
1951881.47
70044
WV
728383.29
1951598.91
70043
WV
728438.09
1951577.69
70041
WV
728431.02
1951322.78
70022
WV
727826.07
1953163.78
70015
WV
727913.95
1952795.74
70079
WV
728475.28
1951287.19
70009
WV
728023.13
1952335.64
70073
WV
727434.15
1953135.36
70008
WV
728019.24
1952333.76
70072
WV
727435.63
1953170.08
70007
WV
728021.37
1952339.73
70071
WV
727436.82
1953170.08
70002
WV
728372.74
1952087.08
70066
WV
727525.93
1953132.76
70001
WV
728374.70
1952086.03
70065
WV
727523.00
1953129.66
70000
WV
728433.34
1951319.98
70042
WV
728430.72
1951317.43
70011
WV
728030.69
1952380.51
70075
WV
727531.64
1953444.73
70004
WV
728283.70
1952152.76
70068
WV
727519.69
1953133.30
70055
WV
727910.66
1952198.63
70049
WV
727896.93
1952157.08
70014
WV
727912.19
1952792.60
70078
WV
727491.24
1953455.02
70074
WV
727435.68
1953135.20
70024
WV
727742.28
1953138.87
70023
WV
727822.97
1953165.19
70047
WV
728199.28
1951918.40
70021
WV
727828.30
1953166.91
70019
WV
727881.90
1953186.34
UTILITY ABBREVIATION LEGEND
FHA
FIRE HYDRANT ASSEMBLY
BOA
BLOWOFF ASSEMBLY
GV
GATE VALVE
RED
REDUCER
WV
WATER VALVE
WM
WATER METER
CO
CLEANOUT
CLEAN OUT POINT TABLE
POINT #
DESCRIPTION
NORTHING
EASTING
20107
CO
727895.20
1953080.30
20106
CO
727912.46
1953029.40
20103
CO
727921.11
1952987.32
20091
CO
727953.71
1952769.98
20085
CO
727905.67
1952713.75
20082
CO
727923.72
1952655.96
20081
CO
727925.84
1952650.94
20061
CO
728014.42
1952394.88
20060
CO
728015.66
1952415.06
20057
CO
727982.40
1952523.46
20056
CO
727980.13
1952528.59
20053
CO
727953.93
1952586.89
20052
CO
727951.75
1952592.06
20049
CO
728002.44
1952617.37
20048
CO
728004.53
1952612.76
20045
CO
728030.80
1952552.52
20109
CO
727826.54
1953104.28
20044
CO
728033.12
1952547.27
20041
CO
728057.73
1952490.98
20040
CO
728059.79
1952485.56
20037
CO
728070.83
1952429.21
20101
CO
727927.78
1952943.28
20036
CO
728148.98
1952315.76
20100
CO
727928.50
1952937.93
20033
CO
728197.21
1952273.76
20097
CO
727938.24
1952873.44
20032
CO
728201.15
1952270.61
20096
CO
727943.61
1952839.33
20029
CO
728249.52
1952227.60
20028
CO
728253.65
1952224.33
20092
CO
727952.70
1952775.15
20024
CO
728324.15
1952163.17
20088
CO
727972.40
1952685.18
20023
CO
728328.08
1952160.16
20087
CO
727974.46
1952680.61
20020
CO
728395.60
1952156.79
20019
CO
728363.45
1952063.32
20016
CO
728312.66
1952096.79
20012
CO
728261.11
1952142.20
20011
CO
728256.57
1952146.20
20008
CO
728208.30
1952189.40
20007
CO
728203.86
1952192.99
20015
CO
728308.69
1952099.75
20005
CO
728154.87
1952235.38
20002
CO
728151.16
1952238.92
20001
CO
728068.84
1952295.90
20065
CO
727957.70
1952282.57
SANITARY SEWER MH POINT TABLE
POINT #
DESCRIPTION
NORTHING
EASTING
20365
SSMH 6
728939.09
1951960.62
20364
SSMH 20
728820.27
1952066.10
20363
SSMH 100
728731.86
1952180.45
20360
SSMH 101
728631.96
1952284.63
20362
SSMH 102
728565.08
1952326.82
20361
SSMH 103
728486.23
1952313.15
70077
SSMH 104
728392.76
1952116.66
70003
SSMH 105
728343.21
1952115.54
70005
SSMH 106
728141.24
1952292.82
70006
SSMH 107
728046.90
1952340.56
70010
SSMH 107A
727996.26
1952274.20
70012
SSMH 108
728043.39
1952452.80
70013
SSMH 109
727943.32
1952702.84
70017
SSMH 110
727905.73
1952936.85
70018
SSMH 111
727874.70
1953069.45
20359
SSMH 112
728706.40
1952394.01
70016
SSMH 165
727923.39
1952825.91
WATER METER POINT TABLE
POINT #
DESCRIPTION
NORTHING
EASTING
20108
WM
727895.69
1953081.88
20105
WM
727912.95
1953030.76
20104
WM
727921.40
1952988.76
20093
WM
727953.15
1952776.84
20090
WM
727954.26
1952768.74
20084
WM
727905.36
1952712.41
20083
WM
727922.70
1952656.90
20080
WM
727925.78
1952649.52
20062
WM
728014.25
1952393.04
20059
WM
728014.84
1952416.37
20058
WM
727982.09
1952522.14
20055
WM
727979.10
1952528.99
20054
WM
727953.77
1952585.43
20051
WM
727950.35
1952592.47
20050
WM
728002.73
1952619.36
20047
WM
728005.89
1952611.84
20046
WM
728030.85
1952554.31
20043
WM
728034.45
1952547.15
20042
WM
728057.53
1952492.38
20039
WM
728060.72
728071.40
1952484.40
1952429.87
20038
WM
20102
WM
727928.66
1952944.40
20035
WM
728150.20
1952315.16
20099
WM
727929.40
1952937.11
20034
WM
728196.66
1952275.78
20098
WM
727938.45
1952875.08
20031
WM
728202.21
1952269.99
20095
WM
727944.04
1952838.30
20030
WM
728249.25
1952229.52
20027
WM
728254.84
1952223.83
20025
WM
728323.24
1952164.41
20089
WM
727972.62
1952686.82
20022
WM
728329.36
1952160.13
20086
WM
727975.18
1952679.49
20021
WM
728394.75
728361.68
1952157.43
1952062.74
20018
WM
20017
WM
728312.88
1952095.38
20013
WM
728260.98
1952141.30
20010
WM
728254.68
1952146.86
20009
WM
728208.56
1952187.64
20006
WM
728201.83
1952193.74
20014
WM
728307.32
1952100.36
20004
WM
728155.31
1952234.27
20003
WM
728149.54
1952239.76
20000
WM
728069.23
1952295.06
20064
WM
727958.40
1952284.51
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION 7..1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
NIF AV
Q � N CHATHAM DEVELOPMENT MATCHLINE SHEET 4.4PMENT ONE INC. / /
I I � o N I DB. 1809 PG. 167
a = I LOT 10 / / / / / MATCHLINE SHEET 4.1
BM. 2015 PG. 291-298
o I PIN.9752-18-6885
o m o I ZONE PDD 1 SCM #4 / /Lu wmN /
= m I 1 (WETLAND)LL
REMOVE BLOWOFF AND TIE TO
12" DIP (WATERLINE)
1 400 FES EXISTING 28' TOWN OF��' WET r'1
1 PITTSBORO PUBLIC UTILITY
EXISTING 12" CPP / ( POND)
1 AND GREENWAY EASEMENT
� 0:z:� \ \ \ (TO BE REMOVED) / EX MH 9 / � � /
w w
11611111111111111111111 9'PUE \�\- ///I / I' / /I i Lu v=i
z_ z
401-YI---- / I I I 100HW
12" DIP 70027 I APPROXIMATE LOCATION / I 150-HW _ _
yy (J�ATERLINE) ` FH / / OF 12" DIP FORCE MAIN ) I 1 F- F-
` 12" GATE VALVE / (BY OTHERS) I I 1 1 a a
W (TYP.) \ BRIDGE G I I 1 1 1 2
{
\ 70083 ABUTMENT 260 LF STEEL CASING W 700 \ WV EASEMENT _
/ PIPE (BY OTHERS) \ _ _ _ -
4`°\ ND �\ 101-CB
0' PD _
- a a R R R- R R- \� \\ /' �`S 1 1 _ 70077 /
WV /1 `'
70002 y S
\WV
IN, \/ / / PSCSAE I �/ /' BOA 104-MH
20019
� / / // / CO
9' PUE 4" PVC <04 � / ( \ _ _ _ / 20' PDE / / / /70003
(RECLAIMED WATERLINE) \ '_5 ^I 4" PVC SCHEDULE SSMH
SSMH 105
4" GATE VALVE /// / 1 / / / 40 SANITARY
(RECLAIMED, TYP.) I \ / / _ / / SEWER SERVICE 105-MH
45° BEND 1 I / (TYP. FOR ALL LOTS) 20WM \ ,
REMOVE BLOWOFF AND TIE TO 6" PVC RECLAIMED (RECLAIMED) 1 1 1 / / /_� 102-CB
(WATERLINE) 1 /'\ \ // 3/4" WATER METER14,
172AC 151-YI / / (TYP. FOR ALL LOTS) 1022 20017 _,p
C�
/ cP
403 C WM / / / / \ 152-CB / 20016
30'UE /1 / \
1 / / X 1021 Co
151A-YI 20015
45° BEND 1" 1 / / / `//%% , \ \ / \/ / Co 0004\
2 014
/ �. \ WV
45° BEND / ` / / / , X/ / / 1020 WM 20013
(RECLAIMED) / \ / / / / WM
EX MH 10 / \ / / 45° BEND 20012
j /�� 1 / 1 /\ / / 12" GATE VALVE (WATERLINE) Co
1019 6" DIP CO 20
011
/ 1 \ / ( ) O 2010 \
#2 FHA WM
20127 0009
\ \ \ BRIDGE ABUTMENT -CB'
PERENNIAL CHANNEL / \ \ \ \ FH 9' PUE 1018 WM
IN,\ EASEMENT 153-C 70047 20008
45° BEND _ _ 1 70046 CO � 103-CB
FUTURE DEVELOPMENT / / ' \ R W �R 1, wv 1017
SECTION 7.1 / / / _ 45° BEND _ _ _ _ _ \ \ r `\ \ 1MUPE
(RECLAIMED) \ y 1016
45° BEND
EXISTING 28" TOWN OF / / / / �Q Q�� / / / (RECLAIMED) \ Q \ \
PITTSBORO PUBLIC UTILITY / / `/ / �` �� / /
/ p 4" GATE VALVE \ \
AND GREENWAY EASEMENT / / / ,\OQ / 40 LF STEEL CASING PIPE (RECLAIMED, TYP.) 170045 \ \ \
OPEN CUT
9' PUE
SO'
110,
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30,
60
1 70059
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70048 \
WV
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\ 7
/ / // ♦ 70050
/ // ♦ WV \
70052 /
/ WV /
70051 // \
WV / \
4" BOA W/ 4" GV \
/ / ♦ (RECLAIMED)
/ <c� / ♦ 10' PUE
700053 70054
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/ / ♦ GV (WATER) _ _ / vi v1
/// % ♦ w w
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/ \ SHEET KEY MAP
N/F
CHATHAM PARK INVESTORS LLC
DB. 1567 PG. 800
/ / \ LOT 3
`\ \ BM. 2015 PG. 291-298
\-A / \ PIN.9752-00-5565
\ / \ ZONE PDD
1 I I I
3 GRAPHIC SCALE
50 0 25 5o 100
1 inch = 50 Ft.
2 ELECTRICAL NOTE:
ELECTRICAL LAYOUT WILL BE PROVIDED AND DESIGNED BY DUKE ENERGY.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
CA R 0°OOOo
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Sheet No.
4.1

DocuSign Envelope ID: E4B52EB4-6714-43D0-81 139-024366491580
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\ 20020 �°
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/ Co \ \ �� \ _—_---
� 10-HW 4" PVC SCHEDULE 40 SANITARY — — — —
9' PUE 20024 1025 \\ \\ \ \ TOP OF BANK SEWER SERVICE 1064 IMAGINE WAY
\ \ 6"X6"TEE
20025 CO \ \ \ \ MATCH LI N E SHEET 4.3 T� \ _ _ (TAP. FOR ALL LOTS) (3) 6" GV \ \ �' 125-MH \ \
� \ ZONE 1 10 �� \
\ \ #18 FHA \ \ �MATCHLINE SHEET 4.2 — — 11-J E \
20026 1026 \ \ — 7 y 20'DE 1062 DE
� H 103A-CB \ \
\ / / \ \ 1061 1060 1059 1058 \
N ZONE 2 / \ 351-YI 1057 �G
\ 20027 \ \ \ — / / /� \ 1056 6" DIP (WATERLINE) \
WM 1027 20029 \ \ / \
/ / \
\ 2oo2s \ / / \� \ \ Py \
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1154 /
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20008 CO i` (WET POND) 1 353-DI
CO \ \ 220034 1030 / / — — \ 350 FES \ ' /
20007 \ / \ ' /
103-CB GO \ \ 20035 / \ \ PSCSAE /
77)) 20006 wM
WM \ 20036
20004\ \ \ CO 3l4" WATM METER \ / /
016 WM (TYP. FOR ALL LOTS)
20005 106-MH
CO 4" PVC SCHEDULE \ 300-HW \ 20' DE
20002 \ \ 40 SANITARY 1031 ^ \ \ \ i —
1015 2000 \ SEWER SERVICE O 13 JB / 1052
WM 104-CB \ \ (TYP. FOR ALL LOTS)
70005 � � � � �/ / /
1014 SSMH P E %� D DE 20037
g� pU J NN / CO 20040 1034 20' PDE 301-DI
105-CB 106-CB 20038 CO
20 M 1035 30' PDE �_ \` / 137-MH /
DE WM WM COGO ' 8" DIP /
OWM — — — 20042
1013 20001 WM 20044 1036 120' DE (WATERLINE)
CO 14-JB
2010N4M CO 20045 ` � /
70107 107-MH S 8- 1037 / / O
SSMH 107 S 108-MH \ CO � \ / 1050
70011 20046 20048
20129 10' X 70' SDTE DIE / 70009 wV W 108A-CB WM CO
FH� (TYP.) / WV W
\ / /
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w 20050 1040 / �� DE
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\ / — 20059 — _ w SS \ W\ 20086 20088 1042 / ►y
20063 WM DE \ \ \ �WM 20089 1043 -�/ Q.Z` 1049
70007 FH 2O060 108-CB w O 1044
/ WM 20091 20092 20096
w�, 20062 co \ � \ 70013 Co Co 1045
WM 107-CB 20058 W \ 20093 CO 302-JB 1046 Q
70008 SSMH 109 20090
♦ / / 20061 WM — WM % WM
20095
wM64 WV CO 20057 20055 w� SS p�,gCE CO 97 20100 1047 10' X 70' SDTE 15 JB
CO 20101 (TYP.)
' 70057 CO 1 1010 WM 4' Gy _ t _ _ 20098 C0 /L� 20' DE
yW CO 1011 � � 20054 109-MH —� _9--WM 20099 CO 20103
/ 6" DIP (WATERLINE) 1 20056 WM w _WM 20102 GO 1048
CO 20053 -- SS 110A-CB WM 20104 20106 /
12" X 8" CROSS 1009 20051 \ — — CO 70018 20107
1012 I I CO WM W SS MH-165 111A CB �M CO
70058 (2) 12" GV yy _
WV 7�056 (1) 8" GV 6" X 6" TEE I 1 1008 20080 — SSMH 11
(1) 6" GV \ \ (3) 6" GV Co WM WM \ 109-CB W 110 CB SS �W� \ 8" GV (WATER)
20081 � 70014 110-MH 20108
70wV 8" DIP (WATERLINE) 1007 CO 20M83 20084 _ 20 WV W— W SS W M #9FHA
20155 / �� PHASE 1C — —
\ 1006 WM — 'FH— _ IN FH / 0 — — —
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\\ \ 115-YI CO 9' PUE _ r /
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#8 FHA 70015 6" GV (WATER) I w
\ \ \ 10' PDE 1004 4" PVC SCHEDULE WV
40 SANITARY 6" DIP _ — \ 70019
\ P \ 3l4" WATER METER 003 / 70017 �— 2010� 70021
. SEWER SERVICE 1 303-DI (WATERLINE) SSMH 110 111-w 70WV WV
(TYPFOR ALL LOTS) CB
r • \ \ � � 116-YI (TYP. FOR ALL LOTS) I �� \ WV WV
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304-JB SEWER SERVICE
\ 156 CB I i 1 8"X6"TEE
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v=i v=i \\ 1 \ v I I / (1)6"GV
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\ \ \ \ \ \ 9' PUE 8" DIP (WATERLINE) ' �I
\\\ f 20135 20'DE
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\ \ \ \ Q w \ 20148 306-JB
I
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\ \ 7 N #5 FHA _ 1 307-CB WV I 1 311-CB
\ \ \ wV 31oA-CB 70065 I I 20149
9' PUE 'Q\
310-CB 12" DIP WV \n FH V MUPE 70075 70076
\ °•� — — — — — _ (WATERLINE) 8"DIP #6 FHA WV O — — — — — — WV
4" PVC \ ---- / —---------—
(RECLAIMED WATERLINE) \ \ a R\ " ^ -�—.< — — — _ _ _ _ _ _ _ _ (WATERLINE) _ _ — — —
\ R ` � • �` c 70067 �=
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(TO BE LOCATED AT HIGHPOINT) R 70068
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309-CB R F
GPA �R- 21-JB —
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARKSECTION 7..1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
reNRRIVE \ \`���
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I — — —
— — — — --— 1 70084
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70085 70078
313A-CB i
70074
WV 1I I
WV WV
7j�86
70071
70073 WV
4"x4" TEE
22-HW
WV 10' PUE
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L J
9' PUE
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70072
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(RECLAIMED WATERLINE)
20' DE
GV (WATER)
4" BOA W/ 4" GV
(RECLAIMED)
UTILITY ABBREVIATION LEGEND
FHA
FIRE HYDRANT ASSEMBLY
BOA
BLOWOFF ASSEMBLY
GV
GATE VALVE
RED
REDUCER
WV
WATER VALVE
WM
WATER METER
CO
CLEANOUT
/
8" GV (WATER)
12" BOA W/ 12"
GV (WATER)
4" BOA W/ 4" GV
(RECLAIMED)
N/F
CHATHAM PARK INVESTORS LLC.
TRACT II
DB. 1875 PG. 47
PIN.9752-47-0648
ZONE R-10
SHEET KEY MAP
F-1
�►
191
t�
2
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 Ft.
ELECTRICAL NOTE:
ELECTRICAL LAYOUT WILL BE PROVIDED AND DESIGNED BY DUKE ENERGY.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
0p,00000000000
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I Revisions
Sheet No.
4.2

DocuSign Envelope ID: E4B52EB4-6714-43D0-81 139-024366491580
0
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SHEET KEY MAP N/F
MARY VALERIE BALLIT
GESUALDO A. COSTANZO, CO -TRUSTEES
DB. 721 PG. 152
BM. 94 PG. 153
PIN.9753-40-2364
® ZONE R-A2
GRAPHIC SCALE
50 0 25 50 100 L 3
IEPL
W A
[ELECTRICAL NOTE:
EXISTING 60' R/W, 2' NORTH AND EAST OF PROPERTY LINE
DB 361, PG. 312 / PB 13, PG. 7
--- — — — — --
----------------------
8" BOA W/ 8"
GV (WATER) l I
I I
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20' PDE I I I I
ELECTRICAL LAYOUT WILL BE PROVIDED AND DESIGNED BY DUKE ENERGY. j 71t, ± I
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO --- I
J I I
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AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. - — — — — — — I
/
RECORD DRAWING NOTES:
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2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
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1078
I
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
\ 45° BEND
6" DIP
THESE UTILITIES.
(TYP.)
(WATERLINE)
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(3) 6" GV
I
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
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/
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/ �� I I 1
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE / 115 MH SS SS 1 H SS SS SS SS 126-f SS SS SS SS 127-MH SS SS SS SS 128-MH 1099 I
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE 8" X 6" TEE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED / (2) 8" GV I
WATERLINE SHOWN. 1077 — — — — — — — _ — — — — — — — F I (1) 6" GV I
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES jam— — -- --- ---- -- — — — — ----- — — — — — — — — — —
----------\�\ I I �—
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED 1 114-MH 6" X 6" CROSS 3/4" WATER METER V4" PVC SCHEDULE 40FROM CONTRACTORS) THAT DO NOT ACCURATELY REFLECT II
FINISHED CONSTRUCTION FIELD CONDITIONS. (4) 6" GV I DE (TYP. FOR ALL LOTS) SANITARY SEWER SERVICE 9' PUE #17 FHA 6" GV (WATER) I I
(TYP. FOR ALL LOTS) DE U) I 1100 1
\\ \ FM M M M #13 FHA I #16 FHA I I I I I
\ � , 1125 1124 1123 1122 1121 1120 1119 1118 1117 1116 1115 1114 1113 � —�—
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10' X 70' SDTE I I 1101 10' PDE I
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// / \ I I 1129 I I GV (WATER)
\ 1110 1 \\
\ \ 2 E \ / 112-MH \ 1 umi I I I 1139 \ \ \ \ Y \
\ Ss 0 SS \ / \ 20359 1071 1 1 I O W� W \ \ #114 FHA \ \
\ V / A SSMH 112 \ I I 140-MH 1145 \ \ \ \
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/ \ 131-MH
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D1085 1086 1087
1088 1089 1090 1091
1092
1093
1094
1095 1096
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— — — (WATERLINE)
IMAGINE WAY
-
----
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\ SSMH 102 102-MH \ \ 1132 / / 1137 \ 2F
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/ \ ' m - / 3/4" WATER METER \ ss \ 4) / / OUTFALL C 1136 \ \ \ 20' SSE 20361 '� / o a I I (TYP. FOR ALL LOTS)
SSMH 103 I / p I \ 1
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WM O \ \ 5� •� 06� .� \ \ � � 40M_ W \ \ \
2W23 _ _ _
/ \ \ �O 9��r- TOP OF BANK \�------ --- __ W\ \\
CO \ \ F� \ — SS
MI)m 10-HW 4" PVC SCHEDULE 40 SANITARY �
9 PUE 20024 0025 \\ \\ \ \ \ \ \ TOP OF BANK / I I r ` SEWER SERVICE 1064 IMAGINE WAY
O (TYP FOR ALL LOTS) 6" X 6" TEE \ \ \
20025CU \ \ \ MATCH LINESHEET4.3 / (3)6"GV
\ \ ZONE1�42
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\ 20026 \ MATCH LINE SHEE>
FH 103A-CB 1026 \ \ �/ / 7 20' DE 1062 1061 DE \ \\\
\ \ \ \ / / 1060 1059 1058 /
\ N ZONE 2 / \ 351-YI �5)7 6" DIP (WATERLINE) J
\ 20027 \ \ — / /'� 1056
\ 2 028 1027 20029
\ \ Py
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DB. 762 PG. 735
PIN.9752-39-8029
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\ #10 FHA /
\/ ':�' / UTILITY ABBREVIATION LEGEND
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FIRE HYDRANT ASSEMBLY
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5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES \\\ \�� �- 1 I I I I \I / I i i I I I IIII \ I I I / / / /// // // �/ / / / / \ I \\ \\ \\\ \\ \\ \\ \ \\ I I o / / / / / I / / / / �/ / - - _ - - -
\ - \\ �\ \1 III I I 1 I' I o I I IIIII \ I I I / / /// ////ih /// / / I \ \ \ \\ \\\\ \\\ \\\�\\\ \ I I 1 /y / / / l // / \
_ �\ \ III I I I I IIIII I \ 1 / / ( / / / �/' - / / / \ -- I \\ \ \\ \\ \\\\ \\\\\\\\ \\0\ J / / / / // / // /�/ / / / // // // / / /- N/F - Sheet No.
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED �,� \ I d I I 1 1 \ \ I / � / / / / / / h \ \ \ \ \ \ \\ \ \ \ \\\ / I / / / , / /// / / / / / / / ` - \ " ROCKY CRISSMAN AND WIFE -
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT \�� \ \ \\ \ I I III I I I I I ' I I I I III 1 \, \\ \ \ I I (( / / / / /////// // / / / / / / 1 \\\\ \\ \ \\\\ \\ \ \ \\ / / / / / / / / -
\ \ \ \ \ \ \ \\ \\ \\\ \\ \\\ \\\\\ I ( / / / / / / \
1 inch =100 Ft. - \� \\\ \\\\ \ 111 I I IIIII I 1 \ \ \ \\ I I I ( / / / / / / / / / / / / / / / I /
_ \ \ \\\ IIII IIuI II I I I I IIIIIIII I(\I IIII\ 1 \ \ `I I \ I I I l l l l / //�/ / //�/ / / / ( \ \\\�� \ \ �-� \\� \\\\\ \\\\\�\ III I I I l l ( / /// / /� l/ I / // / JANIEC.CRISSMAN
FINISHED CONSTRUCTION FIELD CONDITIONS. \ \ \ \ I I 1 / / / I \ \ \ \ \ \� \ \\\ \ I I I I / / / / / / / / _ DB. 1499 PG. 378 LOTS 1 & 2 ---\ 5.0
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO �\ �\\\ \ J \ I IIII I I I I v I I I III III \ \ \\\\ \ \\\\ \\ \ I I I I I / // ///(/ ' I (// ( � \ ` /iJ\ \\\ \\\ \ \\\ \�\\\� \\\\\\\\\\\\ I I I I // / / // / / / / I / \
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. - _- � - -� 8 \ �1 \ \\ \ \ \ 1 I I I I I I to I I I \ \ \ \ \ I I 1 ' I I ( I \ / 1 1 I \\�\ - \ o / ^ \ \ \\\ \\\ \\ \\ \ \\ \ \ \\ -� 1 I I / / // / / / / / / I I I I / J i BM. 2007 PG. 489 PIN. 9752-37-7288
\\\\ / ° \ \ \ \ \\( \\\ \\ \ \ J I I I I I \I 1 \\ I I \ \ \\ \\\ \ \\ \ \ \ \ 111 \ 1 \ \ \ \ \ \ / / \ \ \ \ \\\ \ \ \\\ \\\ \� \\ \\\ \ - - /III \ / ( / / / I / l/ l/ I I I I ( ZONE R 10 \ \

DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
z
0
J
J
a
STORM STRUCTURE POINT TABLE
POINT#
DESCRIPTION
NORTHING
EASTING
20072
CB 101
728397.20
1952092.79
20071
CB 102
728320.22
1952109.30
20069
CB 103
CB 103A
CB 104
728217.51
1952200.14
20070
728239.11
1952217.03
20068
728136.95
1952271.14
20067
CB 105
728074.11
1952310.11
20066
CB 105A
728025.44
1952301.08
20073
CB 106
728056.71
1952401.94
20074
CB 107
728029.45
1952403.51
20075
CB 108
728008.66
1952499.43
20076
CB 108A
728032.13
1952513.10
20120
CB 109
727927.47
1952688.55
20118
CB 110
727906.65
1952801.20
20119
CB 110A
727933.43
1952805.29
20113
CB 111
727879.97
1952979.06
20114
CB 111A
727906.60
1952983.22
20112
CB 112
727833.08
1953128.97
20111
CB 113
727794.57
1953148.52
20110
CB 114
727785.08
1953179.92
20123
CB 152
.28240.96
1951871.34
20124
CB 152A
728244.87
1951865.91
20125
CB 153
728206.78
1951845.73
20126
CB 153A
728211.20
1951840.08
20128
CB 154
728115.85
1952025.84
70032
CB 154A
728075.39
1951990.93
20130
CB 155
727881.52
1952240.60
20131
CB 155A
727842.19
1952201.03
20133
CB 156
727761.68
1952377.48
20132
CB 157
727716.98
1952344.22
20134
CB 158
727655.46
1952434.64
20138
CB 307
727562.76
1952798.68
20137
CB 308
727507.69
1952787.85
20136
CB 309
727537.55
1952685.22
20141
CB 310
727536.02
1952947.78
20142
CB 310A
727535.25
1952954.71
20145
CB 311
727532.38
1953215.84
20146
CB 312
727476.47
1953217.40
20143
CB 313
727479.95
1952945.72
20144
CB 313A
727479.26
1952952.76
70026
CB 402
728369.50
1951691.26
70025
CB 403
728335.42
1951667.10
70033
DI301
728093.27
1952881.46
20116
DI303
727861.48
1952854.64
20356
DI352
728233.16
1952965.55
20355
DI353
728230.44
1953152.74
70029
FES 400
728545.76
1951661.92
70039
HW 10
728325.04
1952682.28
70030
HW 100
728481.49
1952082.41
70031
HW 150
728482.91
1952063.96
20147
HW22
727425.30
1952988.97
70038
JB 11
728312.27
1952757.57
70036
JB 13
728105.65
1952881.74
70035
JB 14
728040.41
1953062.13
20156
JB 15
727958.74
1953279.47
20153
JB 16
727850.95
1953234.03
20152
JB 17
727759.41
1953208.50
20151
JB 18
727664.07
1953202.17
20150
JB 19
727576.05
1953203.62
70069
JB 20
727498.14
1953182.67
70064
JB 21
727500.51
1952996.16
20115
JB 302
727951.06
1952856.61
20117
JB 304
727853.65
1952838.68
20140
JB 305
727744.48
1952838.19
20139
JB 306
727600.38
1952798.54
20077
Yl115
727875.03
1952417.30
20078
Yl116
727838.04
1952538.94
20079
Yl117
727787.18
1952654.08
20122
Yl151
728303.48
1951931.53
20121
Yl151A
728274.30
1951954.29
20357
Yl351
728288.02
1952818.62
70028
Yl401
728493.10
1951638.43
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
\ I I \ PRIVIII
AT0 L-C.
\ \ \ DB. 1840 PG. 649
LOT 5
\ I \ BM. 2015 PG. 291-298
\ \ ( PIN.9752-18-0689 / /V
I
ZONE PDD r -
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7 _ _ -
II------� - - - - - \ --r------� EX-CB-12
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4.334 � \
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Q N I I I ' / \ CHATHAMDEVELOPMENTONEINC. / v'TrTT'I I1\ I I I IIII Ilf / / / / '/ MATCHLINE SHEET 5.4
y o I ( V ( DB. 1809 PG. 167
a = N I \ LOT 10 I I I I I I I I / II I ) l� I 1 / MATCHLINE SHEET 5.1
0- H a I I - - - \ \ BM. 2015 PG. 291-298
PIN.9752-18-6885
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EX-CB-13 I � �/ / �/'// 8.26% FES 400 _ \_� J i / / / I ✓ \ \ / / / / �h 100-HW SCM #1
/ / / I // / @ \ _ / / / (WET POND)
/ INV.:439.65 / I - m
401YI \ J=-7 -_-�c� I I / / / h Lri ui
-���/ i RIM:446.61' \\ �\ J!- / I /� \/ / l / J OP /
�475- ��/ //j �i'�//z /'/�� INV. IN: 442.71'(402-CB) \� 1 ��� �//f�1 \\ \ //{�"/// /� %� I /// / / / 150-HWO w w
>S EX-CB-14 / ` �� INV. OUT: 439.56' (400 FES) I \ I IIII II /III I I I L / f f /// / I / / INV.:439.69 35- � `_
w
II T i I / I f I /// I / I / 1� I I GREENWAY DRAINAGE (TYP.) 1 z
W )l /�/ I I l// / / / / I I / I / I \ I I (SEE SHEET 10.3 FOR DETAIL) u u
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\ 1 134.42 i I °LF 15" RCP /� \ ` ✓ I / I / ,n o Ln
@7.31/0
@6.41/0
R I I I � / � / \ OJ / J � 223.01 LF30" RCP
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_ 402-CB
��
y s S- - - - - - = _ RIM:460.95' / RSA % r- 151-YI
/ RIM: 452.08' / 101-CB /
/ / / RIM: 457.09 ,
INV. IN: 446.59' (102-CB) ;
I - 485_ _ - _- - _ _ _ -_ - = j / / / / / / / / / / / < < // /INV. OUT: 452.53' (401-YI) g �r \l / INV. IN: 445.31' (152-CB) / /
INV. IN: 446.08' (151A-YI) / / I /
INV. OUT: 445.09' (100 HW) -
A 41.51 LF 15" RCP
INV. OUT: 444.96' (150-HW) /
GRANT DRIVE / f �/ / / / / J / /I I / / \ 4 / / /
/ / / / 1 _ 20122� 78.73 LF
(EXISTING 26' B-B W/97' R/W) / / - J f r / / / / / / / / / / / / / / L/ 7 l / , \ - 0- �� I, / // Y�51 /
(FUTURE 71'13-13 W/ 97' R/W) 403-CB
PB 2015, PG. 291-298 / / / / / / / / / / / / / / / / / / / / / / / /V RIM: 460.93' 1 \ / / / 102-CB
INV. OUT: 456.38'(402-CB) 02 3h / RIM:459.34' CB\40, a02 /
f
INV. IN: 452.56' 103-CB
// // / / / / / / / / / / / / / / / �\� 4 / // INV. OUT: 452.39' (101-CB) /y
��o /� / / /, // / /// / / / // 45 \ 1022
86.19 LF 24" RCP 4S /F
@ 2.59% �� 37.00 LF 15" RCP O
J/ / / // // j / // ///// / / / S @9.84%
152ACB 21
RIM: 458.69' 4S /\ 151A-YI � 137.12 LF 30" RCP
S RIM:456.62' °
INV. OUT: 449.74' (152 CB) @ 3.67 /o \
W. OUT: 449.72' (151-YI) / _ \\ • .
/ // / / / / // /// / // -__ // // / // / / n `\\ z 152-CB / YI1�51A X 1020 --- \
I l \ /// / / II I 1 /
6.46 LF 15" RCP / /-
\ ` INV. IN: 449.53' (152A-CB)
° - /
42.71 LF 15" RCP @ 3.25 /o INV. IN: 449.58' (153-CB)
@ 7.12% INV. IN: 449.52' (15-CB) //1019
153A-CB / 1 3 INV. OUT: 447.56' (151 YI) / / / i -
\ RIM: 458.61'
PERENNIAL CHANNEL INV. OUT: 453.01'(153-CB)/ /
/ 1018
/// r �ii i \ -- �/� / / / / l / / // l /� I / l \\/ 7.16LF15"RCP ' / \// //
// // / / / 111� // �/ l f l I/ I I/ I / \\ / /' / @2.65% \,� //
l / / l/ / I I I \ / R 1017
FUTURE DEVELOPMENT/, , / I ,\ 153CB 154-CB ,
198.98 LF 18" RCP
RIM: 458.62' ° . \/ / RIM:462.39'
@ 3.40 /o \ / INV. IN: 456.41' (155-CB) /
SECTION 7.1 / / / / / / / / / // I I I \ ( \ \� �- 1 INV. IN: 452.82' (153A-CB) / /
// / / / / / / - / // / / / / / , / / I Q� / , \/ INV. OUT: 452.62' (152-CB) \ / INV. IN: 456.38' (154A-CB) / INV. IN:
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
0p,050000000, 0
N CAR'°Oa
SS/0 o4, 0.
0 ¢ SEAL o g
036348 0 g'
00
°°° QFF°°°°°°°°°°°°�P?°°
Signed b0OOOOO Q000000�
Revisions
GRAPHIC SCALE
50 0 25 50 100
Sheet No.
1 inch = 50 ft.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO 5.1
\ \ AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.

DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
(�� \\ I � � \ _� �\ \ � �\ \ \\ %/// � J� �/ )` \' �' ASS •. `�`�./ // ° °a.. �� I � I %/ 1152 // \I I` \ v // / // / / /
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@1.52/o I -
\ INV. OUT: 449.66' (10-HW)
/� 1025 / / / / / \ \ \\\ \\ \\ \ \�\ \ TO BANK-
I \\ MATCHLINESHEET53----
/'�M ZONE11 � / RIM:463.95' i/ I - - I
\ \ \\ \\ �MATCHLINE SHEET 5.2 h / / /INV. IN: 458.80'(352-DI) - -I - - - I I / =
\ \ �\\\ - _ _ - R \ / / /' INV. OUT: 458.30' (350-FES) 1062 / / \
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103A-CB � _ � _
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/ @ 1.50% ,7qs INV. IN:462.35' (353 DI)
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s ` / I / \ \ - \ 1 I INV. OUT: 462.10' (351-YI) I 187.22 LF 15" RCP
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\ 107.38 LF 30" RCP / / �/ / - \\ \ \ I \1 I INV. OUT: 451.62' (11-JB)- - 20355
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1144.00 LF 36" RCP /
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INV. IN: 457.76' (104-CB) CB p 4 INV. OUT: 461.34' (103 CB)
INV. OUT: 457.59'(102-CB) -- - \ 106CB/ ---� �\ \ \\ \1\ \ ` \ \ \ 13JB
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\\ 93.47 LF 30" RCP / 0 3 / / 1033 _ \
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\ 1034 475 I J I \ @10.63/0 / / / / / ---- / \ 1035
/ INV. IN: 463.61' (106-CB) \\ / / � / \ \ \\ \sz6s \ 301-DI -- I-
INV. IN: 464.66' (105A-CB) �20(Z7 - 27.15 LF 30" RCP�� _ - - - - -
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\ 05 >� �� �\ 110A-CB \ \ \ \� / 6.42% -
480 _ / / / / o / INV. OUT: 479.79' � � INV. IN: 465.67' (108-CB) _/ •\ \ \ � 104 @ / � �
J INV. IN: 465.74' (115-YI) 98.29 LF 24" w RIM: / / 003 / -
�_ / \ INV. OUT: 465.22' (106-CB) \� \\\ \ INV. OUT: 476.78' (110-CB) \ \ \ \ I / / / 1043 / / / / I/ JB 4 / / / o�= -
�/� w \ \ \ \ / / II l
\ \ \ I 1044
27.00 LF 15" RCP \ \ \\ / I 20115 / I / 1045 / 232.18 LF 362
/89.60 LF 30" RCP I / / / /� / °` / / / / / qe
/ o J30 I I I / / 1o4s //
VEC I 1302-JB / I / // 1047
/ - 108 CB \\ '\ \ \ \ \ \ \ P CE I I RIM: 482.51' /�/
• � 155.19 LF 24" RCP � \ �
1011 / @ 0.72% ��� \ \ \ A INV. IN: 471.17' (303-DI) / / /I 111A-CB
RIM: IN:
' - 8 \ INV. OUT: 471.01' (301-DI) I
INV. IN: 468.33' (108A-CB) � \ - \ \ � \ � \ _ _ / RIM: 490.05'
O 155 CB / - \ W \ 1048
1009 INV. IN: 467.66' (109-CB)V. OUT: 485.90' (111-CB) / / / /
i
- INV. OUT: 467.52' (107-CB) - - , \ _ �' / - 0 b / / / / / / RIM: 499.02'
1008 - -0 2 \ \ \ B 11 / / / // / / / / / /� / INV. IN: 487.73' (16-JB)
206.09 LF 24"RCP GCB 1b9 \ Q� R� \ VV \ 27.085%°15" / / / // / / // N/F
@ 2.61 /0 109-CB \ s'�\ 1 W @ \ / / / / / /CHATHAM PARK INVESTORS LLC.
RIM:478.32' \ \ �y - SS / / // / o / '. / PHASE 1C - TRACT II -
/ 114.30LF18"RCP �' rol W w / / / /
0� 115-YI � � � INV. IN: 473.4T (110-CB) \ ° 1 1 \ \ p. / i / / / / / / � 47
-
55.79 LF 15" RCPRIM:T - - - _36" , / DB. 1875 PG. 64
470.26' 1 5 / � - - INV. OUT: 473.04'(108-CB) \ \ @1.37/0 1 g�0 � ,• 112-CB � /� PHASE 1A / / / / _ � PIN.9752-47-0648
@ 5.20% INV. IN: 467.46' 116-YI i 078 \ I 179.80 LF 18" RCP o -�' RIM: 498.03' / / / / / / / / 530 ZONE R-10 \
/ ( ) � - - - � \ \ 17.79 LF 24" RCP
OUT: 466.85' (107-CB) ��' YI 1 - - � \ \ \ 1 110-CB o @ 5.49% ' \
�1 0 R04\\ \\ RI0:481.4T /
qo \ \ \ \ INV. IN: 476.27' (110A-CB) 011 / 11
��o • . � �: 127.14 LF 18" RCF � � � � � / \ � \ � � i p'13 \\ • . � h / / � / / /
INV. IN: 475.32 (111-CB) 3 4 - 303-DI
OUT: 475.04' (109-CB)
55 6-YI \_ - \ � � � \ \ \ \ \\ \ \ I RIM: 485.09' I 2 I 157.08 LF 154 93% RCP/ JB 16-
/ INV. IN: 477.28' (304-JB) @
473.84' \ \ \\ \ \ \ \ / INV. OUT: 472.96' (302-JB) I I I I � 43.83
155A-CB q \ / I 16 i / / / RIM: 501.68'
RIM: 484.80' \ \ \ \ / 111-CB 500 \ �� � INV. IN: 488.88' (17-JB)
�8S INV. OUT: 479.70' (155-CB) RIM: 501.39 INV. OUT: 470.26' (115-YI) 20019 \ \ \ \ \ \ \\\ INV. IN: 481 92 RIM:4 5.08' I / �/ DI 3 / / RIM: 490.09' II I I I I INV. IN. 4 4 RIM114o 7B / / L! INV. OUT: 488.70' (15-JB)
N O INV. IN: 495.90 (157-CB) 125.88 LF 15' RCP \\_ \ INV. IN: 485.40' (111A-CB) I I 9 68 ( C)
pq 181.93RCP \ \ INV. OUT: 493.90' (155 CB) @ 2.04% s\ \ INV. OUT: 478.99' (303 DI) I p° / INV. IN: 485.35' 112-CB I /INV. OUT: 494.44' (112-CB)
� \ @ 9.40 /o \ 2 133 / \\ \\ \ \ I / 109.17 LF 24" RCP I I
I 32.84 LF 15 RCP 95.29
\ o / / 117-YI \ \ \ \ / I I ) ' / o / INV. OUT. 485.19 (110 CB) I I I I I �p 1.22 /o � � @ 0.82 /o
o I � I °
N N / 55.71 LF 15" RCP i INV. OUT: 473.03' (116-YI)
Z Z @ 1.08% \ \ / / /-
/
J J \ . / i 305-JB /
_ _ / h j - 490 so / ' RIM: 496.29' / / / / / I I / \ INV. OUT: 495.08N(113 CB)
Q Q // / 49S INV. IN: 489.34'
157 CB \ \ \ INV. OUT: 489.09' (304-JB)
- - S0 \ / JB 305 I / / / I RIM: 503.01'
RIM: 501.40' O, \ 109.37 LF 15" INV. IN: 489.79' (18-JB)
INV. IN: 496.70' (158 CB) \ @ 6.22% �\ - - - / / \SOS \ \\\\\\\ I I I / // / / / / / INV. OUT: 489.66' (16-JB)
/ INV. OUT: 496.50' (156-CB) -
/ 7 ---- //
95.29 LF 36" RCP • "1 / / / / / / / / / / � � � � �
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i i 149.46 LF 24" RCP I I I I I h ( I / / / / / / /II'' I / / / - - -
/-/ I / / / / / N/ / / /
1@2.09% / / /
RIM:504.92'
INV. IN: 490.76' (19-JB)
306-JB I I I / I INV. OUT: 490.62' (17-JB)
\\ \ \\ \ \ \ RIM:497.64' I I I I I I / / / /
INV. OUT: 503.50' (157-CB) - - - - - - . • \ \ \ \ \\ \\\ \� INV. IN: 492.62' (307-CB) / I I I I I I / , / 1 / /' / / / / _ - -
INV. OUT:492.4T (305-JB)
310 CB 88.03 LF 36"
'
24" RCP RIM: 502.28
/ @1.11/o I / / / � � 525• �-_-�J j///�// //
INV. IN: 495.96' (313-CB)
/ / / / / / / - _ \ \ •' \= � � \ � / I INV. IN: 496.08' (310A-CB) I I I � 2015 � I 525 / / j / / 1 /j / /
307-CB t \ / I INV. OUT.495.78' (307
RIM: 504.62' 2 41 1 I I I I I OS -_ -520
•� 151.48 LF 18" RCP I
INV. IN: 498.44' (308-CB) 1 10% C 31 310A-CB I I I RIM: 507.6T
-INV. OUT: 504.29' (308-CB) \ \ \ INV. IN: 494.12' (310-CB) @ I / / 515--- - ��-� t - L SHEET KEY MAP
INV. \OUT: 493.663'(8 306-JB
) \ \ \\ .\ ��• RIM: 502.29 I I INV. IN: ---
INV. IN: 496.39'(311-CB)
/ \INV. OUT: 496.22'(310-CB) - - - -
56.13 LF 15" RCP \ ty I \
@2.26% \ 6.98LF15"RCP �ll� 2015 F W W W.
_� \ \ \\ \ \ \ \ @ 2.01 /o / / 61310 261.20 LF 15" RCP i RIM: 508.52' t '
/ / / / / / / / / / // ' - - 106 89 LF 15" RCP \ \ \ , \ \ \ \ \ 56.15 LF 15" RCP / @ 1.93 /o I I I I 7g069 I GB RIM: 50 r
4.13% \ 3� \\ \ C \\ ° _ JB 20 \ INV. IN. 503.18' (312-CB)
@ \\\ \ @ 2.24 /o _ / I \ \ \ \ 1 INV. OUT: 501.42' (310A-CB) \ \
RIM: 502.23' / I B �1 I I \ \ \ \ \ \ 01 @ 925 01 LF 15" RCP \ R R - T
/ RECORD DRAWING NOTES: / / // / / / S30 \ (84,R/V T _ - °
/ / \ VV) INV. IN: 497.39' (313A-CB) F 21-JB 186.53 LF 36" RCP
- - - o \
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD / - INV. OUT: 497.22' (310-CB) RIM: 502.53' @ 0.82/0 0 � ° •
i SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN -r U T U R E DEVELOPMENT \ \ 7.00 LF 15" RCP INV. IN: 494.29' (22-HW) o �'
HEREON IS COMPRISED OF EXISTING AND PROPOSED - - - - - - o - INV. OUT:494.18' (20-JB) 20-JB \- - - - _ - - - - -
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF S35 308-CB \ �° 2.00% - RIM: 507.20' \ \-
SECTION 7. _ _ RIM: 504.64' \ \ 500 INV. IN: 492.65' (21-JB)
PITTSBORO UNLESS OTHERWISE NOTED. - - - - - - - � �
S3 INV. IN: 499.88' (309-CB) \ 313A-CB \ 50 312-CB
S INV. OUT: 499.71' (307-CB) \ \\ RIM: 502.27' 75.55 LF 36" RCP INV. OUT: 492.51' (19-JB) 0 RIM: 511.65'
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH - _ \\\\ \ \ 495 o INV. OUT:503.88' 311-C
\B �TT
/ CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY � - - \\\ \ \\\ INV. OUT: 497.53'(313-CB) \ \ ��% 2 1 7 I @ 0.94/0 \ \ \ \ \ \ ( )
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR \\ \ \\ \ \\\
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF\\ \ \\\ \
THESE UTILITIES. / / " - - - _ \ \\\ \ \\\ \ \\\\ \\\\\\ \\ \\\\\ \\\� 22-HW
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON Sst \ \ \ \
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO - - - - - - - _ \ \ \ \ \ \ \
/ CENTER OF THE RESPECTIVE STRUCTURES. \
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
\ \ \ \\ \ \\ \ \ \ \ \� \ \\
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS � - - � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \\\ S
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE UTILITY ABBREVIATION LEGEND \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \ \ \\\� \\ \\ \ \\ / / / \ \ Os \ \ \ \ \ \ \ \ \ \ \ I I I
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \\ \\ \ \ \\
/ SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED / \ 1 \ \ \ \ \ \ \ \\ \ \ \
\ I \ \ \\\ \ \ \\\\\ \ \ \\\� \\ \\\\\\\\\\\\ I I I I 1 / / / / > >�
WATERLINE SHOWN. FHA FIRE HYDRANT ASSEMBLY \ \ \ \ \\\\ \ I I / / / / /
BOA BLOWOFF ASSEMBLY \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES GV GATE VALVE I I \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \� \ \ \\\\\\\\\ \ / I o
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED / RED REDUCER \ \ I I I \ \ \ \ \\ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \\ \\\\ \ I I I / h
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT / WV WATER VALVE
/ FINISHED CONSTRUCTION FIELD CONDITIONS. / WM WATER METER
CO CLEANOUT \ \ \
STORM DRAINAGE NOTES:.
FES: FLARED END SECTION, CB: CATCH BASIN, YI: YARD INLET (SLAB TOP),
DI: DROP INLET (GRATED), JB: JUNCTION BOX, HW: HEADWALL
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN
OF PITTSBORO AND NCDOT STANDARD SPECIFICATIONS AND DETAILS.
2. RIM ELEVATION GIVEN FOR CB IS TOP OF CURB, YI (SLAB TOP) IS
OPENING INVERT FOR SLAB TOP, DI (GRATED) IS TOP OF GRATE, & JB IS
TOP OF RIM.
3. ALL PIPING SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP)
UNLESS NOTED OTHERWISE.
4. ALL PUBLIC STORM DRAINAGE FRAMES, GRATES, & HOODS SHALL BE
STAMPED w/ "DRAINS TO RIVER" IN ACCORDANCE WITH TOWN OF
PITTSBORO AND NCDOT STANDARDS.
a
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3
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GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 Ft.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
00000000000
°p00
° 9 o 0
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036348 o g'
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Signed b�OOFTH C
I Revisions
Sheet No.
5.2

DocuSign Envelope ID: E4B52EB4-6714-43D0-8lB9-024366491580
0
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STORM DRAINAGE NOTES:. 1 \ \ -,, _ / / / % / / / / / \ \
FES: FLARED END SECTION, CB: CATCH BASIN, YI: YARD INLET (SLAB TOP), SHEET KEY MAP RECORD DRAWING NOTES: % - — I \ \ \ N/F / / // -1
DI: DROP INLET (GRATED), JB: JUNCTION BOX, HW: HEADWALL \ _ - — — — — _ — — — J \ \ \ \ MARY VALERIE BALLIT /
/\ 1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD \ \ GESUALDO A. COSTANZO, CO -TRUSTEES / J / / EXISTING 60' RIW 2' NORTH AND EAST OF PROPERTY LINE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN I \ _ — \
OF PITTSBORO AND NCDOT STANDARD SPECIFICATIONS AND DETAILS. / SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN \ \ \ / DB.721 PG. 152 ( / / /
\ � / / DB 361, PG. 312 / PB 13, PG. 7
2. RIM ELEVATION GIVEN FOR CB IS TOP OF CURB, YI (SLAB TOP) IS \ HEREON IS COMPRISED OF EXISTING AND PROPOSED \ I \ \ BM. 94 PG. 153
OPENING INVERT FOR SLAB TOP, DI (GRATED) IS TOP OF GRATE, & JB IS \\ CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF I \ I \ \ _ _ PIN. 975340-2364
TOP OF RIM. PITTSBORO UNLESS OTHERWISE NOTED. \ \ \ I \ \ — — — — —ZONE R-A2
3. ALL PIPING SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) ❑ \ — _ — —�
UNLESS NOTED OTHERWISE. 4 2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH I _ — ` — — — — — — _ /-
4. ALL PUBLIC STORM DRAINAGE FRAMES, GRATES, & HOODS SHALL BE CHATHAM PARK SECTION 7..1, PH 1A HAVE BEEN PHYSICALLY J _ _ _ = — — — _ — — —
STAMPED w/ "DRAINS TO RIVER" IN ACCORDANCE WITH TOWN OF SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR - — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — '
PITTSBORO AND NCDOT STANDARDS. KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF I I \ I \ \ \
THESE UTILITIES
3
---- — _-
----------------------------------- ,— 1-- — —-- \
'
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
�—
❑
CENTER OF THE RESPECTIVE STRUCTURES.
\
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
/ ` \ = — \ �� ' j / ' / — — — I 455- \ \ I I \ \
1
/
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
445 � - �450
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
— — — — — — — ---
/ o I 460— — — — — — —
/
WATERLINE SHOWN.
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5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES _ _ _ _ _ _ _ Tir
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L — — — �— IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED/ FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT-460FINISHED CONSTRUCTION FIELD CONDITIONS.D / I I I / i I // i I / I I I / i—
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
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@ 1.52% 1 INV. IN: 449.84' (12 JB) — —
\ \ — TOP OF BANK \ INV. OUT: 449.66 ( IU-HW) / / 1 —
MATCH SHEET // � I � /��
5.3 \ �� / 351-YI 'IT
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350-FES MATCHLINE SHEET 5.2 i / / � ;o / / � /
\ / / INV. OUT:458.30'( )
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ZONE 1058
2� 1057
GRAPHIC SCALE 118.40 LF 36" RCP \I / 156.84 oLF 18" RCP RIM: 466.31 —I J I \ I I II — — _ _ \ \
�\ — Pad/ INV. IN: 462.35 (353 DI) I I I / / / / /
50 o zs so 100 6s �\\ \ � _ � _ �- ` � \ 5 @ � \� qs 1 / INV. OUT: 462.10' (351-YI) I ) I
- 1055 Sheet No.
a,5
ZONE 3 ,%� b0 / 84.75 LF 24" RCP-
1inch=50ft. I �� \ ��-- `��`\ //
@ 485-\
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO 5.3
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. / / / i — —y — I \ 1 I I \ I / / / / / — — — — — — — — — — ✓

DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
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EXISTING
RECLAIMED
I IRECLAIMED
6"
WATERLINE
EXISTING WATERLINE AND
WATER SHOWN APPROX.
CONTRACTOR TO VERIFY DEPTH
AND ADVISE ENGINEER IF EXISTING
CONDITIONS VARY
EXISTING
WATERLINEE
DIP
\
FGCL
4
MIN
FIRE HYDRANT
ASSEMBLY
5
12"
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465
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WATER)-
\
—
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\
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460
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M
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12" DIP
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
WATERLINE NOTE:
IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING
MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO
INSTALL 45° VERTICAL BENDS PER DETAIL.
SEWER NOTE:
A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC
SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20'
INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE
PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
UTILITIES AND STORM DRAINAGE NOTE:
SCREENED BACK UTILITIES AND STORM DRAINAGE
SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.
UTILITY ABBREVIATION LEGEND
FHA
FIRE HYDRANT ASSEMBLY
BOA
BLOWOFF ASSEMBLY
GV
GATE VALVE
RED
REDUCER
WV
WATER VALVE
WM
WATER METER
CO
CLEANOUT
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION 7..1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
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Revisions
Sheet No.
8.01
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00

DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
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GRANT DRIVE [STA. 20+00 - 31+001
480 520 480 520
LOW
PT
STA:
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HIGH PT STA: 32+29.35
C1
LOW PT STA: 22+84.01
LOW
PT
EL:
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LOW PT EL: 458.65'
HIGH PT EL: 511.58'
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STA:
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PVI STA: 24+75.00
PVI STA: 31+60.00'
PVI EL:
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462.61'
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K:49.2
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K:30.0
00
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475
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
WATERLINE NOTE:
IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING
MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO
INSTALL 45° VERTICAL BENDS PER DETAIL.
SEWER NOTE:
A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC
SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20'
INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE
PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
UTILITIES AND STORM DRAINAGE NOTE:
SCREENED BACK UTILITIES AND STORM DRAINAGE
SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.
UTILITY ABBREVIATION LEGEND
FHA
FIRE HYDRANT ASSEMBLY
BOA
BLOWOFF ASSEMBLY
GV
GATE VALVE
RED
REDUCER
WV
WATER VALVE
WM
WATER METER
CO
CLEANOUT
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
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Job No.
Drawn By
02150098.62
W R
Date
Designer
05/22/23
WR
°°°000000°°
C A R
0 ¢ SEAL o g
036348 0 g'
O ° ° O
00 °°,LNG I N ,0
°09 °°°°°°°
Signed b;?OFT°°H C
I Revisions
Sheet No.
8.02
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00

DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
116-YI i v I i I
/ / I I I I I I I I I 1 11 \\ \ \\ 1�+4.01\ \ I
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GRANT DRIVE [STA. 31+00 - 42+001
69191
69101
HIGH PT STA: 32+29.35
LOW
PT STA: 36+23.72
EGL (-50')
HIGH
PT STA: 41+21.57_
HIGH PT EL: 511.58'
LOW PT EL: 502.46'
N
HIGH
PT EL: 514.64'
/
530
PVI STA: 31+60.00
PVI EL: 517.44'
K: 30.0
AD: -13.32
LVC: 400.00'
PVI STA: 36+10.00
PVI EL: 497.86'
K: 54.9
+
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
WATERLINE NOTE:
IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING
MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO
INSTALL 45° VERTICAL BENDS PER DETAIL.
SEWER NOTE:
A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC
SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20'
INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE
PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
UTILITIES AND STORM DRAINAGE NOTE:
SCREENED BACK UTILITIES AND STORM DRAINAGE
SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.
UTILITY ABBREVIATION LEGEND
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GV
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RED
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RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARKSECTION 7-1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
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02150098.62
W R
Date
Designer
05/22/23
WR
°p 0500o0000R0000
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11 Revisions
Sheet No.
8.03
31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00

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Job No.
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02150098.62
W R
Date
Designer
05/22/23
WR

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CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY '1
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THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
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5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
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FINISHED CONSTRUCTION FIELD CONDITIONS.
WATERLINE NOTE: SEWER NOTE:
IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER.
MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT
INSTALL 450 VERTICAL BENDS PER DETAIL. BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION.
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05/22/23
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Sheet No.
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DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
WATERLINE NOTE:
IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING
MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO
INSTALL 45° VERTICAL BENDS PER DETAIL.
UTILITIES AND STORM DRAINAGE NOTE:
SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING
UNLESS OTHERWISE NOTED.
SEWER NOTE:
A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC
SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20'
INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE
PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
UTILITY ABBREVIATION LEGEND
FHA
FIRE HYDRANT ASSEMBLY
BOA
BLOWOFF ASSEMBLY
GV
GATE VALVE
RED
REDUCER
WV
WATER VALVE
WM
WATER METER
CO
CLEANOUT
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
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CHATHAM PARK SECTION 7..1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
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05/22/23
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CO CLEANOUT
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CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
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DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
RECORD DRAWING NOTES:
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Sheet No.
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---495
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Job No.
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Date
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05/22/23
WR

DocuSign Envelope ID: E4B52EB4-6714-43D0-81B9-024366491580
102MH
WATERLINE NOTE:
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100-HW - 101-C13
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CURB & GUTTER
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VARIABLE R/W & MEDIAN STA. 17+30 TO 20+20
NTS
VARIABLE WIDTH MEDIAN 4' MIN (SEE PLANS) **
1.5'
9„
6" -2.08%
---� --- - - - --
CENTERLINE
GRADE POINT
2.08% 6" -
9'
UTILITY
EASEMENT
8'
51
PLANTING
SIDEWALK
2"
STRIP
2,08%
2.08%
2.08%
QUZ SVQPE
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COMMUNICATION
GAS LINE
LINES (TYP.)
(2", 4", OR 8")
DUKE ENERGY
18 18 36"
ELECTRICAL
(2) 6" CONDUIT
12"
12"
(2) 4" CONDUIT
(2) 2" CONDUIT
PAVEMENT DESIGN
3" S9.5B
4" 119.0B
10" ABC
NOTE: PAVEMENT DESIGN SHOWN IS PRELIMINARY
AND SHALL BE APPROVED BY THE GEOTECHNICAL
ENGINEER AND BY THE TOWN OF PITTSBORO.
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84' RIGHT OF WAY -
VARIABLE WIDTH B / B **
RECORD DRAWING NOTES:
1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL. INFORMATION SHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLY APPROVED BY THE TOWN OF
PITTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
CHATHAM PARK SECTION T.1, PH 1A HAVE BEEN PHYSICALLY
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KNOWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FOR INACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOT ACCURATELY REFLECT
FINISHED CONSTRUCTION FIELD CONDITIONS.
9'
UTILITY
EASEMENT
9'
UTILITY
GUARDRAIL
STRIPED MEDIAN EASEMENT
(SEE 2" 2.5' 2.5' 12"
* VARIABLE WIDTH 5' ** 5' VARIABLE WIDTH GUARDRAIL
PLANS 5' PLANTING BIKE BIKE PLANTING 5(SEE
SIDEWALK STRIP* 6° LANE LANE 6" STRIP* SIDEWALK' PLANS) 1
CUTS��p 2.08% 2.08% 2.08% 2.08% 2,08% 2.08% 2.08% 2.08% 2.08% 2.08% �01p,
,� SVQPE5- 5� 3
0 o CENTERLINE O o
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PSNC ENERGY �� �� 7 PSNC ENERGY
GAS LINE
(2", 4", OR 8") COMMUNICATION LINES GAS LINE
COMMUNICATION LINES (2", 4", OR 8")
(TYP.) (TYP.)
DUKE ENERGY
ELECTRICAL RECLAIMED RECLAIMED DUKE ENERGY
1s" 1s° WATER LINE ELECTRICAL
(2)6"CONDUIT 36" WATERLINE 1s" 1s° 36^
(2) 6" CONDUIT
(2) a^ coNDulr 2'-6" CONCRETE 2'-6" CONCRETE (2) 4° CONDUIT
(2) 2" CONDUIT 12" CURB & GUTTER CURB & GUTTER 12" 12" (2) 2" CONDUIT
DENOTES THAT PLANTING STRIP AND SHOULDER
WIDTH VARIES TO ALLOW FOR THE SIDEWALK TO
MEANDER AND TAPER TO 10' MULTI -USE TRAIL. A
SIDEWALK EASEMENT WILL BE PLACED V BEHIND THE
BACK OF SIDEWALK IN AREAS WHERE THE SHOULDER
FALLS OUTSIDE THE R/W. (SEE PLANS)
* * DENOTES THAT MEDIAN WIDTH VARIES TO ALLOW FOR
THE TRANSITION TO THE NARROWER BRIDGE WIDTH.
(SEE PLANS)
DENOTES THAT PLANTING STRIP AND SHOULDER
WIDTH VARIES TO ALLOW FOR THE SIDEWALK TO
MEANDER. A SIDEWALK EASEMENT WILL BE PLACED 1'
BEHIND THE BACK OF SIDEWALK IN AREAS WHERE THE
SHOULDER FALLS OUTSIDE THE R/W. (SEE PLANS)
* * DENOTES THAT MEDIAN WIDTH VARIES TO ALLOW FOR
THE TRANSITION TO THE NARROWER BRIDGE WIDTH.
(SEE PLANS)
DENOTES A TRANSITION FROM SIDEWALK (S WIDTH) TO
MULTI -USE TRAIL (10' WIDTH) AT STA. 23+07.46 TO 23+44.98.
(SEE PLANS)
9'
UTILITY
EASEMENT
10, 8'
5' MULTI -USE PLANTING
TRAIL STRIP
CUTS�opF 2.08% 2.08% 2.08%
1
F1VV SVQPE 3 5 O O
00 ±24"
PSNC ENERGY O
GAS LINE
(2", 4", OR 8") COMMUNICATION LINES
DUKE ENERGY (TYR)
ELECTRICAL 18" 18"
(2) 6" CONDUIT 36"
(2) 4" CONDUIT
(2) 2" CONDUIT 12"
GRANT DRIVE (841 PUBLIC R/W)
VARIABLE MEDIAN STA. 20+20 TO 20+80 &
STA. 22+00 TO 23+10
NTS
84' RIGHT OF WAY -
VARIABLE WIDTH B / B **
VARIABLE WIDTH MEDIAN **
2.08%--------2.08% 1
CENTERLINE
GRADE POINT
GRANT DRIVE (841 PUBLIC R/W)
STA. 23+10 TO 25+80
20'B-B
1.;
2.5' S, 11'
BIKE
6° LANE 9"
2.08%
c c_
3'
V-6" CONCRETE
• MEDIAN SPILL CURB &
\\GUTTER
RECLAIMED
WATER LINE
2'-6" CONCRETE
CURB & GUTTER
NTS
- 84' R/W
56' B/B
16' MEDIAN (SEE PLANS)
f 2,08%
- ------
2.08%
JTERLINE
1DE POINT
MEDIAN SPILL CURB &
GUTTER
RECLAIMED
WATER LINE
2'-6" CONCRETE
CURB & GUTTER
GRANT DRIVE (841 PUBLIC R/W)
STA. 25+80 TO END
NTS
5, 2.5'
BIKE
LANE 6"
PAVEMENT DESIGN
3" S9.5B
4" 119.0B
10" ABC
NOTE: PAVEMENT DESIGN SHOWN IS PRELIMINARY
AND SHALL BE APPROVED BY THE GEOTECHNICAL
ENGINEER AND BY THE TOWN OF PITTSBORO.
PAVEMENT DESIGN
3" S9.5B
4" 119.013
10" ABC
NOTE: PAVEMENT DESIGN SHOWN IS PRELIMINARY
AND SHALL BE APPROVED BY THE GEOTECHNICAL
ENGINEER AND BY THE TOWN OF PITTSBORO.
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Job No.
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Date
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05/22/23
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Revisions
3�
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7±2"
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GAS LINE
;OMMUNICATION LINES (2", 4", OR 8")
TYP.)
DUKEENERGY
18" 18" ELECTRICAL
36" (2) 6" CONDUIT
(2) 4" CONDUIT
12" 12" (2) 2" CONDUIT
PAVEMENT DESIGN
3" S9.5B
4" 119.0B
10" ABC
NOTE: PAVEMENT DESIGN SHOWN IS PRELIMINARY
AND SHALL BE APPROVED BY THE GEOTECHNICAL
ENGINEER AND BY THE TOWN OF PITTSBORO.
Sheet No.
10.1

;0 WithersRavenel
Our People. Your Success.
October 12, 2023
NC DEQ - DWR
Non -Discharge Branch
512 N. Salisbury Street
Raleigh, NC 27604
RE: Chatham Park Section 7.1 Phase 1
Grant Drive Additional Information Request #1
NC DEQ - DWR Project No. WQ0042506
WR Project No. 02150098.62
To Mr. Cord Anthony,
We are writing this letter in response to comments dated 09/19/2023. Each of the comments are repeated
below, followed by our response.
DEPARTMENT OF ENVIRONMENTAL QUALITY
B. Property Ownership Documentation
1. During review of the submitted plan set, it was noted that several easements exist near the
reclaimed water line. It was unclear if any of these easement boundaries intersect the path of the
reclaimed water distribution line. Condition I.2.a. of the existing permit (issued July 28, 2021)
requires easements for all properties on which the distribution line is to be located to be provided.
If any such easements exist, please provide copies of these documents. Condition I.2.b. also requires
all easements to be represented in table form on a map showing the distribution line and all
properties.
RESPONSE There is only 1 existing easement which the new reclaimed water line crosses. This
has been identified on plan sheet C4.1 and a table has been added describing that easement. A
copy of the plat for that easement is included with the resubmittal.
C. Engineering Plans
2. The Engineering Certification requires a set of as -built drawings to be submitted. The plan set
provided does not make any reference to the stage of construction (i.e. these could be misidentified
as preliminary drawings). Please modify the plan sheets to explicitly state that they are as-builts.
RESPONSE The plans that were submitted were our "RECORD DRAWINGS" which is how we
notate as -built drawings.
F. Recommendations (Response not required)
3. The "Description of variations:" section of the Engineering Certification has been left blank. To avoid
any confusion, I would recommend an attestation that no changes to the design have been made
during construction.
RESPONSE The Engineering Certification has been updated accordingly.
Sincerely,
WithersRavenel
Gareth C. Avant, PE
Senior Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

DocuSign Envelope ID: B5114E1C-FBB3-44B4-BA03-OA22938F465E
Permit No. WQ0042506 Reclaimed Water Distribution
Town of Pittsboro July 28, 2021
Grant Drive RWDL Chatham County
ENGINEERING CERTIFICATION
❑ Partial 0 Final
I, Gareth C. Avant , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations: No changes to the design have been made during construction.
Gareth C. Avant
0
Professional Engineer's Name
C A R p°°�°oo
WithersRavenel, Inc.
F-1479
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Firm Name
Firm No.
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9FDF37DCC7FA415...
Car
NC
27511
City
State
Zip Code
336-339-3970
[e-mail]
Telephone
Email
Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0042506 Version 1.0 Shell Version 200201
Page 6 of 6

EIP ON A COMMON BOUNDARY
LOT 9 ° LINE BETWEEN LOT 9AND A&J
°" a `" LOT 8 LOT 8 +° ° VENTURE TWO, LLC
�° ..�.�-•�-• / � � ,
NOW OR FORMERLY/".
UNIVERSITY OF NORTH CAROLINA 377.99'
°
HOSPITALS AT CHAPEL HILL / EXISTING PRIVATE STORMWATER f DB 2023, PG. 10441 PB 2015, PG. 291-29B CONTROL STRUCTURE AND ACCESS EXISTING VARIABLE WIDTH TOWN
AKPAR: 912641 PIN: 9752-19.8682 \ EASEMENT AREA 2.11 PB 2015, PG. 291-298 / ° OF PITTSBORO PUBLIC UTILITY &
GREENWAY EASEMENT
` - _ - LOT 9 lPB 2018, PG. 333
I - `--- _ \` ' � �
°
NOW OR FORMERLY - _ - _ N90°00'00"E
UNIVERSITY OF NORTH CAROLINA T 87.42' (T) , EIP (PROPERTY CORNER)
I HOSPITALS AT CHAPEL HILL `` EIP t° EIP (OLD PROPERTY CORNER) N89-52'12"E,
DB 2023, PG. 10501 PB 2018, PG. 332 Y 44.26 1.54' FROM EIP AT PROPERTY CORNER
AKPAR: 912651 PIN: 9752-29-0838
32.06' A
J11.11. �<n
ROUNDTREE WAY / N' ry'/ NOW OR FORMERLY
VARIABLE WIDTH PUBLIC RNV etu O A&J VENTURE TWO, LLC
I PB 2015, PG. 291-298 / M % . �a q DB 1961, PG. 217
PB 19, PG. 61 PB 2018, PG. 332
_� yN AKPAR: 7211
218.76 PIN: 9752-29-2426
I
1/ ,EIP - —
1 ERB (OLD PROPERTY CORNER)
2.62' FROM EIP AT PROPERTY CORNER E
tj I
c
°.,In
l°
N NOW OR FORMERLY ' °
d; I CHATHAM DEVELOPMENT ONE INC ` ,
>- d I DB 1809, PG.167 l
Q LOT 10 - PB 2015, PG. 291-298 4
PB 2018, PG. 332 �$ a °/ °
Q v m I AKPAR: 909441 PIN: 9752-18-6885
on-
CD !i I M
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I ti�
;v o °
NOW OR FORMERLY \
I /
.° ° CHATHAM PARK INVESTORS LLC
DB 1567, PG. 800
I ;J° (A PORTION OF) TRACT 1
PB 2014, PG. 254 \
(A PORTION OF) REMAINING AREA
PB 2015, PG. 291-298
AKPAR: 71011 PIN: 9752-27-6874
GRANT DRIVE "
97' PUBLIC RNV I �!
PB 2015, PG. 291-298 NEW 30' TOWN OF PITTSBORO PUBLIC ° �' °
UTILITY AND GREENWAY EASEMENT
4
/• " = 1 00'RIPARIAN BUFFER (TYP)
SEE GENERAL NOTE #7
/ /oo^ti
LEGEND Dhha- 4
• COMPUTED POINT
Review Officer's Certificate
- EXISTING DRAINAGE EASEMENT (AS LABELED) °� ° / ` - STATE OF NORTH CAROLINA, COUNTY OF CHATHAM
° EXISTING OPEN SPACE - PB 2015, PG. 291-298 ; / I, ` Y ►°^% Review Officer for Chatham County,
certify tha the map or plat to which this certification is affixed meets
- - - - - - - EXISTING SANITARY SEWER EASEMENT (AS LABELED) /4 ° : / ' all statutory requirements for recording.
4°/ --�"�^ I Review Officer, !1 t Date
- - - — EXISTING UTILITY EASEMENT (AS LABELED) /'° ° / / --'�
EIP EXISTING IRON PIPE ° 4
ERB EXISTING REBAR ° /o' g /- ` CERTIFICATE OF EXCEPTION
°.°
- - - - - - - - NEW SANITARY SEWER EASEMENT (AS LABELED) ry 1 / I HEREBY CERTIFY THAT THIS PLAT QUALIFIES AS AN EXCEPTION TO THE TOWN OF
2 . ° �,� �° / PITTSBORO'S SUBDIVISION ORDINANCE. THIS PLAT IS OF AN EXISTING PARCEL OR
PROPERTY LINE y�' " 4 w /1 ° " % ; ` PARCELS OF LAND AND DOES NOT CREATE NEW ROAD OR CHANGE AN EXISTING
PROPERTY LINE -NOT SURVEYED %r/ °;� ,$ �' ROAD, BUT DEDICATES PUBLIC AND PRIVATE EASEMENTS AS NOTED.
— - - - - — RIGHT OF WAY- NOT SURVEYED ;/ %°` /; / 4, ISE
N G DIRECTO 0 TH RIZED REPRESENTATIVE DATE
6AVV
/F / ti PROJECT DATA
EXISTING 30 CP&L EASEMENT / / ° / /` OWNER:
\� CENTERED ON STRUCTURES
/ / \ CHATHAM MDEVELOPMENT ONE INC
DB 713, P.G. 795 105 WESTON ESTATES WAY, CARY, NO 27513
(D REFERENCES:
AKPAR 909441 PIN 9752-18-6885
D$ ° J J NOW OR FORMERLY \ DB 1809, PG. 1671 PB 2015, PG.291-298 - LOT 101 PS 2018, PG. 332
CHATHAM PARK INVESTORS LLC
/ a DB 1567, PG. 800 \- ZONING: PDD
2c, G NG EIP 0 � ° �r o3 ; ° .. (A PORTION OF) TRACT 3
ao 1'p �► � C�/ PB 2014, PG. 254 ANNEXATION: DB 1648, PG. 387 (NO ANNEXATION NUMBER ASSIGNED)
/1 .
(A PORTION OF) REMAINING AREA fv201401 (DB 1761, PG.1015 (I'B 2012, PG. 189}
�p a� � �a�� �0� �° y / PB 2015, PG. 291-298 A 2015.02 (DB 1803, PG. 744)
O O. �� 1010
AKPAR: 607451 PIN. 975217--5565 A-2020-03 (DB 2172, PG. 641 PB 2020, PG. 257)
' 4>/. /a ° 100' 50' 0' 100, 200'
cpv EXISTING PERMANENT DRAINAGE
a EASEMENT II I DB 711, PG. 713 \
. � � , , \ �\ SCALE: 1" =100'
° `,-
�y EXISTING IRON PIPE \ \ DATE: 05/06/2021
YIN): 727,610.48 EASEMENT DEDICATION PLAT
X(E):1,951,251.33 \ \ SCALE: 1"=100' NEW TOWN OF PITTSBORO PUBLIC UTILITY AND GREENWAY EASEMENT
11244.88 (GROUND)
N15°5 � \ - SURVEYED BY: RJ, JM
(GROUND) SECTION 7.1 SEWER INTERCEPTOR
- � ,
\ LOT 10 - PB 2018, PG. 332
\' 1 / \ DRAWN BY: TMG PROPERTY OF CHATHAM
NGS GUNTER'. `\' \ CHECK & CLOSURE BY: TMG VS'v a L`0W gAr ON a ANC
Y(N):716,792.43 ` TOWN OF PITTSBORO, CENTER TWSP. CHATHAM COUNTY NORTH CAROLINA
X(E): 1,954,320.02 \ CAD: EASEMENT_SEC5...v2
NAD 83 (2001)
CGF:0.999890658 i PROJECT NO: 02120469.11 AKPAR: 90944 ZONING: PDD SHEET: 1 OF 1
NORTHWOOD L___j _ ROSSE9
HIGH SCHOOL ROAD,
Wig,
T�
Gs6��` �0'00
VICINITY MAP A
NO SCALE
SURVEYOR'S CERTIFICATION
I, THOMAS M. GRZEBIEN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL'SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION(S) RECORDED AS SHOWN ON HEREON); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN ON
THE FACE OF THIS PLAT; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY
AS CALCULATED IS 1:20,000+, AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED
I ALSO CERTIFY THAT THE SURVEY IS OF A PROPOSED EASEMENT FOR A PUBLIC
UTILITY AS DEFINED IN G.S. 62-3.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER & SEAL THIS 6th DAY OF MAY,
A.D.2021.
THOMAS M. GRZEBIEN, PROFESSIONAL LAND SURVEYOR
LICENSE NUMBER L-4695
°(pp00000{`0000 000000p00
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1. BASIS OF BEARINGS: NC GRID NAD 83 (2001)
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET
UNLESS OTHERWISE NOTED.
3. ALL AREAS DERIVED BY THE COORDINATE COMPUTATION METHOD.
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND
MAY BE SUBJECT TO ANY MATTERS THAT A FULL TITLE SEARCH WOULD
DISCLOSE.
5. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION
REFERENCED ON THE FACE OF THIS PLAT.
6. SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA
ACCORDING TO FLOOD INSURANCE RATE MAP 3710975200J DATED FEBRUARY
2, 2007.
7. RIPARIAN BUFFERS SHOWN WERE DERIVED FROM SURVEY LOCATION OF THE
TOP OF BANK.
8. UNLESS THE WIDTH OF AN EASEMENT IS LISTED AS "VARIABLE", IT IS
CENTERED ON EXISTING INFRASTRUCTURE. VARIABLE WIDTH EASEMENTS ARE
APPROPRIATELY DIMENSIONED HEREON.
FILED Jun 11, 2021 11:12:00 am FILED
CHATHAM
PLAT SLI DE 02021 - 0164 COUNTY, NC
LUNDAYA. RIGGSBEE
RESISTER
INSTRUMENT
09223 OF DEEDS
OWNER'S CERTIFICATION
I (WE) HEREBY CERTIFY THAT I (WE) AM THE OWNER(S) OF THE PROPERTY SHOWN
AND DESCRIBED HEREON WHICH WAS CONVEYED TO ME (US) BY DEEDS RECORDED
AS REFERENCED AND SHOWN HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
WITH MY (OUR) FREE CONSENT, ESTABLISHING MINIMUM BUILDING SETBACK LINES
AND DEDICATING ALL STREETS, ALLEYS, WALKS, PARKS, WATER LINES, SOLID WASTE
SYSTEMS, UTILITIES,, EASEMENTS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE
USE AS NOTED. FURTHERMORE, I (WE) CERTIFY THAT THE LAND AS SHOWN HEREON
IS WITHIN AN AREA THAT IS ZONED AND REGULATED BY THE TOWN OF PITTSBORO
WITH A ZONING ORDINANCE.
CHATHAMDEVELOPMENT ONE INC
BY:
VICE P AT
NOTARY CERTIFICATION
NOTARY PUBLIC,
DO HEREBY CERTIFY
THAT �jyVt�^ PERSONALLY APPEARED BEFORE ME
THIS DAY AND ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING
INSTRUMENT IN THE CAPACITY INDICATED.
WITNESS MY HAND AND SEAL THIS �— DAY OF
20gj.
•
^.
0�4,e,ae�wsevesrf orgr�s
0 ARY PUBLIClo2l
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MY COMMISSION EX RES
cou
�/ WithersRavenet
Engineers I Planners 1 Surveyors
115 MacKenan Drive I Cary, NC 27511
t 919.469.33401 license #: C-0832 I www.wiihersravenel.com
a0al- t6H