WQ0044429_Henley_Village_Phase_2_FTSSE_Final_As-Built_20240722_20240722

I\
If
it
\\/
MARC A. McCLAVE LO
D.B. 906 PG. 726 s6 I I \ \
ZONING: MDR j
li �� oeLL I I
/
,4//
- � \�399• ,4M
�4�9' MICHAEL L. SPEARS
5! D.B. 688 PG. 216 °ph
5 56 5 7
/ ?SFZ 1 '3� 1638 1638 5 9 I �\ \ 19,5 44 S
4, F
II o �c• S
TOMMIE \CHEEK
5 5.03'
\�\\ 03,
S22 EX. DITCH
ZONE 2 ZONE 1
20' RIPARIAN 30' UNDISTURBED
BUFFER BUFFER
100' RIPARIAN BUFFER
WIDTH OF STREAM
FROM TOB TO TOB
ZONE 1 ZONE 2
30' UNDISTURBED 20' RIPARIAN
BUFFER BUFFER
STREAM BUFFER DETAIL
III ��� III �I� �,.� i � � / • �♦ •
�i� III��i �� •
D.B.° • �' ��� IIm m m
� 119FA ®• 1 •��► ° • •
igll
am, I sm"
ZONING: MDR Is '. 9
I ..
�.� ��I III' �� ♦. ®��• 1 �,. •• • ` 1 •
01 ♦� � r •
�IIIALL STREETS TO CONFORM TO
�` ♦ •-�� • OF
• , FA
B -��NALL MEMORIAL BAPTIST CHURCH
.h. IILJ� , 4 5 1" SF 9.5B SURFACE COURSE
In
�.�L■ �� j . , �•. •IwoINFRASTRUCTURE PLAN REVIEW IS FOR
PUBLIC INFRASTRUCTURE ONLY. SITE PLAN
101, FEATURES OUTSIDE PUBLIC MAINTENANCE
\ \\ r HENLEY RIDGE SHALL BE PER THE APPROVED TRC PLANS.-
SRI ®®�� ,� , •� •, �� � �•■ ,, - � .�
■�� s' per' L` ' •
PHASE 2
CHARLES F. • r r �, ����� 1.®�1 ♦ ®� •• ••
n.
D.B.t • t t ���j�; I ®®` ten■,-- 1I�I� ©, ' •�- • •
ZONING: MDR
i . 1 \_ • •
7�� 8AO STORM AS
EX.
1 \ , e's,06/14/24
EL
it I. !.. .��a ►, •
• ••
► �={! � ,��I III►low.
,•wl-_� ■�� :� ® �� ® �I �•♦
30',.rl� .. I I -CL
.. -� . ��.♦
ZONE I• /i I 7 �I �p \ •
•���� _ 1�
6 \ III I
ue
11
yam `1�
.,� .. JZONING: MDR
I .�,' °. ■
r 1 a ■. _
N.T.S.
K=IF CIL RIW
R/W CIL R/W
PATIO
-------
0
0
Q0
LOT AREA
FRONT PORCH
*SEE SITE PLAN FOR SIDEWALK LOCATION
**UTILITIES ARE SHOWN FOR GRAPHICAL
PURPOSES ONLY,SEE PLAN FOR LOCATIONS.
PAVEMENT SECTION
LOT LINE
0
N GARAGE
DRIVEWAY
25' MIN --- --- - ----
-- 10' UTILITY ESMT
__w7_--RIGHT OF WAY
CURB & GUTTER
®
2122
SF
2122
SF
lrq
❑3
1638
SF
TF
1638
SF
I
GERALD W. HYATT\ \ I I III �✓ I� o I l / I 9 I \ �l / I I�I \ o \ '-� _ ��•
D.B. 1269 PG. 834 I
ss>/ sd�' s�s� -=sue Ss> CIO- > ��\\� -�-�// / I I \ \
ZONING: MDR
�\ s 7 / / / S� ANITARY SEyIYtK MT_�
\SS> S
N - - - _ J �✓ / _ \\ \ - \\I I I o\\ / `\ \ ( �o° \ D.B. 1574 PG. 571 0
ILA JANE FERGUSON
70 I 3 1 f I IT 1 E R F
0
r1l ,Gi \1 \\ \ \\\ I/ \ \ \ \ I \ 2�00' -
� lJ J / � / � � o - - 1 p9„ ✓ /// �2\ �/ \\\ \\ � Ill \\\\ \\ \ / � \ 1ooYR\ \
90 ss F \ \ \ y P\\ \\\ \\\\\ \ g , -OZ' \ F�
36 I� /\\ 9��9 ssa F / QRQoN�PS\\�\\\ �\ _ \\ S�, �0
N66�/ //y'�, I I- J 1 \ \\ ��0 E
�` � I � � � `L� a' � � � � 1 \� � �\ F6 1�6 �I II � •.off / �v,v v v vv\� � //// / � � � � � � V � 3,
\ � � N °, - - \
i
--_-mil/
PROPOSED 10' GREENWAY •9 0 '
100`
r / o \ 5 3 1 0
0
4� W/ 20' EASEMENT \� \ I % 7 I I I \\ A,,'
/ / o I \ \ \)\ /
/ I -'I
aA001
afoot 2
\`yko°� �f° I
D.B. 14\�
a3 PG.
G. 919 DAEBENHAM
° Vk
\ 001
`.I `,, 001, aAoot
6 2 700)R a 52 oo� - ,
I 8'k0OL --\ \/\ - Z_/?;\ i
1-1
IILO
\ \ i 100 /l�° -�✓ ° \\ \ \ 0
'0 0� \ I N
°iw -' A \' ' V I '`� V \ II }
S39 23
110,
13 W I I
71-6
7 � I ,
I /
� \ o •ti � �\� ��\ �\4-\ \ IZE 9-
♦-_
°- >U0FNTYrbti9r
\• 42 �9�\� �1T \q�\�\\E\ v\\ \°°'R-100YRGRAPHIC SCALE
�I (r•JooNTSAI
100 0 D.B. 2060\
\N4$ 5,57��,
100YR z�o PG. 27
( IN FEET 76 �)�' '' - o _
BE \ %0
CALL811FORE YOU DIG I NC. ONE -CALL 1 inch = 100 ft. 0 • 8 �/
/ I
IT'S THE LAW. }iQ 4%/q1
= yg44
Q
W
a �O
VICINITY MAP
1 "=2000'
PHASE 2 SITE DATA
PROPERTY INFORMATION
OWNER: HANFORD ROAD, LLC
9154 INC HWY 67
EAST BEND, INC 27018
• PARCELS:
GPIN: 8873672286
D.B. 4132 PG. 331
• TOTAL PROJECT ACREAGE: 10.16 ACRES
• ACREAGE IN R/W: 2.06 ACRES
• ACREAGE IN UNITS: 3.86 ACRES
• COMMON AREA ACREAGE: 4.24 ACRES
• LINEAR FEET OF PROPOSED STREETS: 1,770 LF
• ZONING: MDR
• AO CD AIRPORT CONICAL OVERLAY DISTRICT
• TOTAL LOTS PROPOSED: 92
• DENSITY: 92 UNITS/ 10.16 AC = 9.06 UNITS PER ACRE
• EXISTING USE: VACANT
• PROPOSED USE: SINGLE FAMILY ATTACHED
• BOUNDARY, TOPOGRAPHY AND LOCATIONS PROVIDED BY ALLRED SURVEYING,
PLLC
• THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT PER
PANEL MAP 3710887300K DATED NOVEMBER 17, 2017.
MDR ZONING REQUIREMENTS:
MAXIMUM RESIDENTIAL DENSITY: 4.85 UNITS/ACRE
MINIMUM
LOT AREA:
1,600 SF/UNIT
MAXIMUM
LOT COVERAGE:
55%
MINIMUM
LOT WIDTH:
80'
MINIMUM
OPEN SPACE SET ASIDE:
25%
MINIMUM
STREET SETBACK:
25. 15 INTERNAL
MINIMUM
SIDE SETBACK:
25'
MINIMUM
REAR SETBACK
25'
MINIMUM
PERIMETER SETBACK
(MULTI -BUILDING DEVELOPMENT)
25'
MINIMUM
BLDG SPACING
PER INC BUILDING CODE
MAXIMUM BUILDING HEIGHT: 36/3
NOTES:
1. AREAS NOT WITHIN STREET RIGHT-OF-WAY OR LOTS, ARE DESIGNATED
COMMON AREA.
2. STREETLIGHT REQUEST TO BE COORDINATED THROUGH THE CITY OF
BURLINGTON.
3. ALL PROPOSED STREETS TO BE CITY OF BURLINGTON.
4. ALL OPEN SPACE TO BE MAINTAINED BY HOA.
5. UNITS WILL BE SERVED BY INDIVIDUAL TRASH RECEPTACLES.
6. RETAINING WALL SHALL REQUIRE A BUILDING PERMIT FROM COB
INSPECTIONS DEPARTMENT.
7. ALL PARKING LOT STEMS ARE A MINIMUM OF 25' IN LENGTH.
8. ALL PUBLIC INFRASTRUCTURE SHALL BE INSTALLED TO THE CITY OF
BURLINGTON ENGINEERING STANDARDS AND SPECIFICATIONS INCLUDING
CURRENT CONSTRUCTION CHECKLIST AND COB STD DRAWINGS.
9. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF
BURLINGTON SPECIFICATIONS AND DETAILS.
10. ALL STORMWATER COMPONENTS OUTSIDE PUBLIC R/W SHALL BE PRIVATELY
MAINTAINED BY THE HOA.
11. STORMWATER TREATMENT FOR ALL IMPERVIOUS AREA CREATED AFTER JULY 1,
2007 IS REQUIRED. IN ADDITION, RUNOFF FROM ALL PERVIOUS AREAS OF
THE DEVELOPMENT MUST BE TREATED TO THE MAXIMUM EXTENT PRACTICABLE.
12. SCM OPERATION AND MAINTENANCE AGREEMENT SHALL BE PROVIDED TO THE
CITY OF BURLINGTON AND RECORDED AT THE REGISTER OF DEEDS, AND
REFERENCED ON THE FINAL PLAT. IN ADDITION, THE SCM ACCESS AND
MAINTENANCE EASEMENT AND ALL SIGNIFICANT STORM DRAINAGE EASEMENTS
SHALL BE SHOWN ON THE FINAL PLAT.
13. AS-BUILTS OF THE STRUCTURAL STORMWATER CONTROL MEASURE SHALL BE
PROVIDED TO THE CITY OF BURLINGTON.
14. DIFFUSE FLOW IS REQUIRED FOR ALL NEW DRAINAGE OUTLETS OR
CONCENTRATED FLOWS TO THE REGULATED STREAM BUFFER.
15. THIS DEVELOPMENT COMPLIES WITH NPDES PHASE II STORM WATER
STANDARDS
16. 10' UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
17. STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL.
18. SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
19. VERTICAL DATUM IS NAVD 88.
HENLEY RIDGE
PHASE 2
GRAHAM TOWNSHIP CITY OF BURLINGTON
ALAMANCE COUNTY NORTH CAROLINA
DEVELOPER:
HANFORD ROAD, LLC
9154 INC HWY 67
EAST BEND, NC 27018
DARREN HENNINGS 336-699-2444
.�X1 CAIQO
+� Q%ans
+E ngineering, Ins
-
-Since 1974
Engineers Surveyors Planners
= 53418
06-14-24
4609 Dundas Drive Greensboro, NC 27407
Phone [phone] Fax [phone]
%j <�
�/
FIRM LICENSE #C-0168
/ I BIR-4 P
PROJ: 557.002 DRAWN BY: TLM DESIGNED BY: LB
H:\CIVIL 3D 2019 PROJECTS\HENNINGS\HENLEY RIDGE PHASE 2\DRAWINGS\AS-BUILT - HENLEY RIDGE PHASE 2-REV-SIT
SHEET DESCRIPTION:
OVERALL SITE PLAN
SCALE: 1"=100' DATE: 11-02-2021
REVISIONS: MARCH 3, 2022
SHEET No.:
REVISIONS: MAY 27, 2022
REVISIONS:JANUARY 10, 2023
REVISIONS:DECEMBER 11, 2023
15

R/W CIL R/W
UC
UC----UI\ ° ° 31' B-B
\
UC - UC
ROADWAY ° SEWER CLEANOUT
- SEWER SERVICE
U <zQ •
WATER ERIAC'E
UCC UC ` ` 1-HYDRANT
s.. SEWER SERVICE
° a
\� UC \ 1-6" GV WATER SERVICE WATER METER P��
\ - -'UC__' -�-_ UC ` " MJR a . ° _ tigNF
2-6°
a°
�(� ,' , UC -12 LF 6" WL 12 x8" TEE w z
1- 12"x6" TEE 1 -8" GV w
` __UC_
�� _ UCD10' UTILITY °
mil•--1-12" PLUG 1-12" GV 5ENT ,�, S 1
w a w
` �,1-12" MJR 4-12" MJR o TUTY
a EAENT
JdL `lam UI3-8 MJR a �o
� - " a ° SEWER MANHOLE 2' �
/6
[A,_ lN1/\ ` ` C `�'F.\ ` / / -UC U \ \ RIGHT5OF WAY CI
I eu cJ C , R/W RAW CIL RF 9<
C ` UC \ F q qN
70; y w
` \ \ \ \ "� R/W RIGHTSOF WAY R/W
I _
/ w ��, U 5, G„ 2'-6"
10'x7O' S.E. \ ` C 3>' B-B I .H I \ / \ \ - � 3 -MINJ �' SIDEWALK CRASS ROADWAY
w \ \ `�'� _ `\ \ 7 STRIP
\ z% SLOPE O. Jr AFT 6 3 (MIN)
0.25" /FT 0.25"/FT SLOPE
I
Uc
ESMT. UC \ \ \ \/ \ // \ w w \\ \ \ \ \\
LANDSCAPE �C
N.) z'-s" cuee & CUTTER
I �I / \ \ \,
\ 3 SSMH 22 \ \ \ \ �(J� , /
I w O / JUST 1' INSIDE R/W LINE VICINITY MAP
WATER METER PLACED
o I \ \ \ / / C 160, WATERLINE— saN. SEWER LINE- *SEE SITE PLAN FOR SIDEWALK LOCATION
r � � 8„ DIP ` � / � // � � � `XE, � �. �� (l PUBLIC 1 "=2000'
�C C \ H R/�y ALL STREETS TO CONFORM TO **UTILITIES ARE SHOWN FOR GRAPHICAL
I I N WATERLINE I \ \ \ / �� jj \�` �ANFpRD) S.R, 23 CITY OF BURLINGTON DETAILS PURPOSES ONLY,SEE PLAN FOR LOCATIONS.
I I ❑ C \ _ �x 04 R-1, R-2, R-3 & R-12
I \ \ w\ // UC' \D,qD 31 ' B-B5 ROADWAY0' RIGHT OF SECTION
PAVEMENT SECTION
I I 20' \ ___ \ \ � w // ��� \�� � N.T.s 6" ABC STONE BASE
3 I I \ DRAINAG \ \ /�- 1 112" S9.5C SURFACE COURSE
I ❑ \ ESMT. \ \ w \ / /^ // // I" SF 9.5B SURFACE COURSE
�C
I I I I 55 558 59
6 57 � \ \W \ � � \ � � UC ,,\ �//
I I PHASE 2 SITE DATA, UC
so w �� PROPERTY INF®RIv1ATI®N
I I 67 62 6 /\ \ \ \w \ \ \ \ ® / , UCI�_ // OWNER: 91540NC HWYD67LLC
I // _
I I 0 j \ `�-UC \// EAST BEND, NC 27018
�� \ \ • PARCELS:
EX. 12" \ \ \ \\ \ \�C \//\// DEB. 411323PC. 386
31
WATERLINE w �, C, \
� • TOTAL PROJECT ACREAGE: 10.16 ACRES
I I _ _ _ _ _ \ �R \ �( ' (/ \ // • ACREAGE IN R/W: 2.06 ACRES
1 j S ��qGF \ \ \ �, C \ \/j \ • ACREAGE IN UNITS: 3.86 ACRES
I I 66 FSM \ \ Q UC \ // • COMMON AREA ACREAGE: 4.24 ACRES
0 / T \ \\ �' \ / • LINEAR FEET OF PROPOSED STREETS: 1,770 LF
\// • ZONING: MDR
SSMH 21
I I \ �i • AOCD AIRPORT CONICAL OVERLAY DISTRICT
I ❑ ��' \ \ \ . \ \ \ �C'/ Cv • TOTAL LOTS PROPOSED: 92
UC
8 I (/C• DENSITY: 92 UNITS/ 10.16 AC = 9.06 UNITS PER ACRE
\ \ \ I I wv 8" DR 1 SS \ \ ���� � \ � � � �, • EXISTING USE: VACANT
\ w U -- • PROPOSED USE: SINGLE FAMILY ATTACHED
I W W W 16g 8 SD \ C \ BOUNDARY, TOPOGRAPHY AND LOCATIONS PROVIDED BY ALLRED SURVEYING,
II N 0 o � 8„x6" TEE w�WR2I SS 69 \ \ \ �UC,, PLLC
o I r • THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
I 70 _ _ 1 -8" GV _ _ _ _ _ % \ o DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT PER
III I I 3 / 4-8" MJR - - _ w 664° \ 10' UTILITY )I / \ PANEL MAP 3710887300K DATED NOVEMBER 17, 2017.
y ❑ SSMH 20 N �I -1-6" GV - ESMT.
I 3-6" MJRR \ '2 / I II2 p ARAINAG\ MDR ZONING REQUIREMENTS: I m I II 10' UTILITY ESMT. SSMH 1 9 \ � � \ \ \ � / � E ESMT. � o � ' W �
❑ I
\ 1 \ 73 \ \ w MAXIMUM RESIDENTIAL DENSITY: 4.85 UNITS/ACRE
SSMH 18B �R2 \ / 74 � � \ � � MINIMUM LOT AREA: 1,600 SF/UNIT
7 SS \ \ 75 \ MAXIMUM LOT COVERAGE: 55%
MINIMUM LOT WIDTH: 80'
SSMH 18 / / %g \ \ ,, MINIMUM OPEN SPACE SET ASIDE: 25%
MINIMUM STREET SETBACK: 25. 15 INTERNAL
w MINIMUM SIDE SETBACK: 25'
80 81 82 83 MINIMUM REAR SETBACK 25'
\ MINIMUM PERIMETER SETBACK
1 -FULL JOINT 8" WL \ w / (MULTI -BUILDING DEVELOPMENT) 25'
PAST PVMT 96 \ \ MINIMUM BLDG SPACING PER NC BUILDING CODE
I I 3 11- 8" PLUG \\ /
\ 8" MAXIMUM BUILDING HEIGHT: 36/3
9> \ \ /I SSMH �16
1-1 2" BLOW OFF 6' �9 \ _ 5' LANDSCAPE o
1 -8" GV g8 \ w S
I SSMH 15 ESMT.
D I
3-8'MJR N PROP. FLUME 9g R21 SS co I /
FUTURE 8"/SS � Ip0 \ � � � TIE
�STO�TUEXB.
NOTES:
A FUTURE 8" DIP \ 1. AREAS NOT WITHIN STREET RIGHT-OF-WAY OR LOTS, ARE DESIGNATED
I + I COMMON AREA.
O WATERLINE
I o \ \ w o 2. STREETLIGHT REQUEST TO BE COORDINATED THROUGH THE CITY OF
3 IO2 \ w 8" DIP S BURLINGTON.
PHASE 2 1-HYDRANT ,C \ \ \ W 3. ALL PROPOSED STREETS TO BE CITY OF BURLINGTON.
I 1-6" GV l04 SOS / W W W I SSP 4. ALL OPEN SPACE TO BE MAINTAINED BY HOA.
2-6" MJR / 0 rER _ 5. UNITS WILL BE SERVED BY INDIVIDUAL TRASH RECEPTACLES.
I 12 LF 6" WL I p _ 6. RETAINING WALL SHALL REQUIRE A BUILDING PERMIT FROM COB
CE
I 1 -6"x6" TEE I�/ l / DRI'/E - _ _ p I INSPECTIONS DEPARTMENT.
I I I O N 7. ALL PARKING LOT STEMS ARE A MINIMUM OF 25' IN LENGTH.
1n 8. ALL PUBLIC INFRASTRUCTURE SHALL BE INSTALLED TO THE CITY OF
I7U8 v1 BURLINGTON ENGINEERING STANDARDS AND SPECIFICATIONS INCLUDING
REMOVE PLUG,
I No I S CURRENT CONSTRUCTION CHECKLIST AND COB STD DRAWINGS.
PHASE 3 1jp 111 TIE TO EX. WATERLINE �� 3 9. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF
BURLINGTON SPECIFICATIONS AND DETAILS.
172 713 I� 10. ALL STORMWATER COMPONENTS OUTSIDE PUBLIC R/W SHALL BE PRIVATELY
FUTURE v MAINTAINED BY THE HOA.
zzizv v v 114 115 116 117 6" D118 WATERLINE I rn 11. STORMWATER TREATMENT FOR ALL IMPERVIOUS AREA CREATED AFTER JULY 1,
DEVELOPMENT r 0 119 I 2007 IS REQUIRED. IN ADDITION, RUNOFF FROM ALL PERVIOUS AREAS OF
SO I I 3 THE DEVELOPMENT MUST BE TREATED TO THE MAXIMUM EXTENT PRACTICABLE.
3 I I 12. SCM OPERATION AND MAINTENANCE AGREEMENT SHALL BE PROVIDED TO THE
00 136 35 32 31 I CITY OF BURLINGTON AND RECORDED AT THE REGISTER OF DEEDS, AND
, 0 34 133 113 I REFERENCED ON THE FINAL PLAT. IN ADDITION, THE SCM ACCESS AND
° 1 -HYDRANT 140 139 138 137 I I 129 \ MAINTENANCE EASEMENT AND ALL SIGNIFICANT STORM DRAINAGE EASEMENTS
HENLEYRIDGE 1 -6" GV 141 I 128 Ila \ I I SHALL BE SHOWN ON THE FINAL PLAT.
2-6" MJR I 126 I 13. AS-BUILTS OF THE STRUCTURAL STORMWATER CONTROL MEASURE SHALL BE
PHASE 2 12 LF 6" WL - PROVIDED TO THE CITY OF BURLINGTON.
1 -6"x6" TEE 125 ���� 14. DIFFUSE FLOW IS REQUIRED FOR ALL NEW DRAINAGE OUTLETS OR
I I CONCENTRATED FLOWS TO THE REGULATED STREAM BUFFER.
WATER, SEWER, 7 END PHASE 2 CONSTRUCTION I- 6"x6" TEE 23 722 I 15. THISSTANDARDSDEVELOPMENT COMPLIES WITH NPDES PHASE II STORM WATER
STORM AS -B UILTS �I IJ00,-6" GV
_______-6" MJR 11203 16. 10' UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
_ _ _ - - - - _ CANOE 17. STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL.
06/14/24 _ - - -- _ c0 6" DIP WATERLINE
� � 18. SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
19. VERTICAL DATUM IS NAVD 88.
\ _ W SSMH 24 8" 1. SE R21 SS SSMH w \ PHASE 1
g°° DR21 SS w \ \
I COMPLETED
UTILITY CONTRACTOR SHALL 8" w i
INSTALL 6" SEWER SERVICE
TO THE FIRST CLEANOUT AT
THE COMMON LATERAL. THIS
SHALL BE INSPECTED BY
THE ENGINEERING UTILITY
INSPECTOR AND SHALL BE
THE TERMINATION POINT OF
THE UTILITY ASBUILT.
PLUMBING CONTRACTOR
SHALL INSTALL COMMON
LATERAL AND SERVICE LINES
TO EACH UNIT AND SHALL
BE INSPECTED BY THE
CLEANOUTS SHALL BE ULL
OUTSIDE OF
STANDARDS 61' G\1 5'LANDSCAPE7 m� _'q
CLEANOUTS REQUIRED
6" OUTSIDE R/W PER COB
DRIVEWAYS PER COB 6" PLUG x NI
SEE BLDG PLANS FOR 1 -6::x6" TEE
CONNECTION
LOCATIONSL� �� 11, Ir� �rll� 1� 1�1 .1 / I D:�i I®, /� ��� ICi��l111�I II���■a■■■■���•.�ti. -�i�% `�- ���
®
2122
SF
F
0
2122
SF
j
❑3
1638
SF
LL
❑2
1638
SF
`'L I I END P SE 2
1-1
5/a" WATER METER W W N W�� C TRUCTION W
6" DIP WATERMAIN 1 1 I Z
3/4" TYPE K TYPICAL SERVICE 8" SANITARY SEWER Q
COPPER
LATERAL CONNECTIONS LATERALS MUST BE IN AREA 6' WL Q
1 "=50' 1-FULL j01 PAST PVMT _j
6" PLUG //Q�
IONMUSTC 1 - 1 -6» GV V
'RP UTILfTYPROO
r bo 1-1
°0 BLOW
OFF �
„v�rti9� GRAPHIC SCALE z 6MJR _ I /
I
I C -- - /
40 O 20 4D 80 160 O 20
SERVICES FOR UNITS 142-145 DRAINAGE �- � ' E ESMT I
IN FEET > TO BE INSTALLED IN PHASE 2YOU DIG I
- I
CALL 81B1 N..CC. ONE -CALL CENTER 1 inch = 40 ft. I
IT'S THE LAW I
1/
7
� »2
1/4
175 176
I
I
I I �
CENTERLINE CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C8
1000.00'
469.73'
26.91
C9
500.00'
225.90'
25.89
010
500.00'
173.47'
19.88
C 1 1
1000.00'
528.28'
30.27
HENLEY RIDGE
PHASE 2
GRAHAM TOWNSHIP CITY OF BURLINGTON
ALAMANCE COUNTY NORTH CAROLINA
DEVELOPER:
HANFORD ROAD, LLC
9154 NC HWY 67
EAST BEND, INC 27018
DARREN HENNINGS 336-699-2444
I
+E ans
��oFESS/p OZ/,
-Since 1974
= SE _
]Engineers Surveyors Planners
= 53418
' 06-14-24
4609 Dundas Drive Greensboro, NC 27407
/'• �NGINE��` \
Phone [phone] Fax [phone]
< ............ ��
IR
\
/1.IBIR�\P \\\\
PROJ: 557.002 DRAWNFBYMTLMENDESIGNED6BY: LB
H:\CIVIL 3D 2019 PROJECTS\HENNINGS\HENLEY RIDGE PHASE 2\DRAWINGS\AS-BUILT - HENLEY RIDGE PHASE 2-REV-SITE
SHEET DESCRIPTION:
UTILITY PLAN
SCALE: 1"=40' DATE: 11-02-2021
REVISIONS:MARCH 3, 2022
SHEET NO.:
REVISIONS: MAY 27, 2022
REVISIONS:JANUARY 10, 2023
REVISIONS: DECEMBER 1 1 , 2023
OWERED ■

—1
+00
157C
156C
1 55C
540
S'ANMUSTCO
�-(O�UTILRYP/ZO�OR
BEFORE YOU DIG !
CALL 811 N.C. ONE -CALL CENTER
ITS THE LAW I
I ►
II
N SSMH 19
I it I I 3
C) ;I 1
3 ml lO 10' UTILITY ESMT.
YI 156 1 3 1 �I C,6 C
1 �I +
Iv
o In
I
1 3
w I 1 da
ICI 57 I G 18-86' GV E
o ► it i of 1 11 14-8" MJR
I r 1-6" GV
N Q I i c� I doll n 3-6" MJR
1r O i I I ESMANDSCAPE T. 8" DIP STMH 157A
3 1 1 I WATERLINE
Cl 160
I 1 — SSMH 22
u 0
a Z ► it I M
I
_ ► 0 0 1 AM M M o R21 55
1+ n $„ SD
1 8" SDR21 S
Cl 159 ' STMH 158 i
1 1 1.5 =
SSMH 20 /
12"x8" TEE it 1 ° ��G7 ALkMA RU — — — —
1 -8" GV I I 1
I
1-12" GV cb } �.� SSMH 21
4-12" MJR
'a END PVMT
STA. 3+00
I I o
3-8" MJR it I o I
I 1-HYDRANT I
1 -6" GV * � I 0
C) I �/ ► 12 LF 6" WIL
ry 1-12"x6" TEE
1 ► 1-12" PLUG
�'► I1-12" MJR
► O Pi GEE /i
U it I I y► 160
II 161 Y i i
STMH 161
► I I ��
II 1 I YI 162
I � �
/
/
3 c)
I
I I I I
I I I i
0+00 1 +00 2+00 3+00
1 -FULL JOINT 8" WL
'PAST PVMT
1- 8" PLUG
1-1 2" BLOW OFF
1 -8" GV
3-8" MJR
FUTURE 8" DIP- /
WATERLINE
FUTURE 8" SS
YI 1
4+00
0
o�
0
w
U
a
}
O
n
•
PV
S
A:
3
30.14
�o
o��
+
Qn
NW>
>
�a
GRADE
PI
EE
64;3
+
O
O
O
o0
o^o
a *�
CL
��
1A
•w
U
ciiLLJ
O
+
N
cD
p�
•
••
m
N
'�
N +
N
= II
3:1
EX.
TIE
GRADE
TO
> IUJ
w
O
Q
N
>
U
v
>
_
U
_
N
V) o
00
N
+
N
Q
V)
J
w
m
o
w
`V
=
cn
O�
�OQ
cn H cn
o
+
II
a
V)
C I
TOP="2T
STA.
1 5 9
1
560.i=
+ 15.1
I I
co
CrI
2.0
°
�°
END
AT
PH1
STA.
3+00
PVMT
_w
0
1'
LF-15' RCP
0
157
1 N
JOINT
TPASINEPVMT.
8"
LINE
2.7' STM-SWR 2
�`
�F
o
M
WATER
DIP
25 65
��
p
to
kf
p'
•
1c) L
00
I
N +z4-& LF
a4- SDR21
10 0
81--
p
�
9
I
�•
N
NNE
I
z0
II
z z 0
N N
z z
1n
II
0
0
0
III
I
UTILITY SEPARATION
MIN. 24" SEPARATION BETWEEN STORM AND SANITARY SEWER.
MIN. 12" SEPARATION BETWEEN STORM AND WATER.
MIN. 18" SEPARATION BETWEEN WATER AND SANITARY SEWER.
53 8 =
06-14-24
FNG INE�Q
%R�• BRN
_ 1 +00
570
560
550
TYPICAL: EACH RAMP TO
BE PER COB STD R-25
1 +00
50+00
00
MENOMONEE
mmiimmmmmm
O
10
N
Ln
—1
MEN.-MENEM
560
1011111111
560
loommom
00
MENEM
m
N
I IMEN
MENEM
0+00 1 +00
I,I■
.• Ily
■
I�i�17ii�
■■■■■
■■■■■■■■■■
0+00 1 +00
ALL STREETS TO CONFORM TO
CITY OF BURLINGTON DETAILS
R-1, R-2, R-3 & R-12 50' RIGHT OF WAY
31 ' B-B ROADWAY SECTION
N.T.S
*SEE SITE PLAN FOR SIDEWALK LOCATION
**UTILITIES ARE SHOWN FOR GRAPHICAL
PURPOSES ONLYSEE PLAN FOR LOCATIONS
PAVEMENT SECTION
6" ABC STONE BASE
1 112" S9.5C SURFACE COURSE
I" SF 9.5B SURFACE COURSE
loom■■
■■■■■■■■■■
■■■■■■■■■■
�
loom■■
�■■■■■�■■■
■■i�■■■■■■■
loom■■
�■■■■■�■■■
■■��■■■■■■
loom■■
■■■■■■
"
■■
■■m6pno■■■■■
loom■■■■■■■q■■
■■-Iw■■■■■■
loom■■
1,4111
■■■■■..�!!■■
■■■I�!■■■■■■
loom■■
■■■\'■!�■mmM
MEE'.-■■■■■■
loom■■
���■����I���
���!■■■■■■■
loom■,
..
I �1��i■■■
I■■i�
���
1 ■■■■■■■
loom■■
� ��■■■■■�
��■■■
■■�
1 ■■■■■■■
�
loom■■
������■_■■����■■■
■■��■■■■■■■
loom■■III
loom■■
�� Il���f
__-
!�!II
��
Il�r�
���
���
� �■■■■■■
��.
� ■■■■■■■
loom■■
in�m,.�
� =!!!Mj
MEN
III
of■■■■■■
I
.
•
' : ; ��!!■
.:
oommm�mm■I
1■■■■
�
�I�IIIMi■
■■I■
1■■■
..
Emom
■■
■
®■■i�
i■I
loom
■1�■�
■1
■■■mm■■mm■m■I
loom
■■
• .. :
' ;
■■■■■■
m■mm■■I
loom
■
loom
■■■�■■■■■��i■■■■■■I
loom■■
■■■■■■■■■■
■■■■■■■■■■
2+00
3+00
4+00 I —1 +00
580 580 i-7
M
�
so
.0
+
N
=
II
N
r
0
MOW
N
`0
I
CL
GRADE
~
oe-
00000
60
162
so
to
1
161
um
II
®
12"HDPE
c�
14 .6
��LF^-1
0.
gx
•
ap
II
1A
II III
zo
II
1"
0
O
I
61
83
1A
1. 6
�� I_F-12"
@ $$ego
HENLEY RIDGE
PHASE 2
WATER, S EWER,
STORM AS-BUILTS
06/14/24
—1 +00
0+00 1 +00
2+00
DEVELOPER
HANFORD ROAD, LLC
9154 NC HWY 67
EAST BEND, NC 27018
DARREN HENNINGS
336-699-2444
570 570
560 560
5501 550
NOTES:
1. ALL PUBLIC INFRASTRUCTURE SHALL BE INSTALLED TO THE CITY OF BURLINGTON
ENGINEERING STANDARDS AND SPECIFICATIONS INCLUDING CURRENT CONSTRUCTION
CHECKLIST AND COB STD DRAWINGS.
2. ALL STORMWATER COMPONENTS OUTSIDE PUBLIC R/W SHALL BE PRIVATELY
MAINTAINED BY THE HOA.
3. 10' UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
4. STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL.
5. SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH A PRESSURE CLASS OF 350 AND
THICKNESS CLASS OF 50.
7. NOTE CONCERNING SANITARY SEWER LATERALS. 306.2.4 TRACER WIRE. FOR PLASTIC
SEWER PIPING, AND INSULATED COPPER TRACER WIRE OR OTHER APPROVED
CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL LENGTH OF
PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE
SHALL TERMINATE AT THE CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING
SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION SHALL BE LISTED FOR DIRECT BURIAL.
8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
CENTERLINE CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C8
1000.00'
469.73'
26.91
C9
500.00'
225.90'
25.89
C 10
500.00'
173.47'
19.88
C 1 1
1000.00'
528.28'
30.27
UTILITY CONTRACTOR SHALL
INSTALL 6" SEWER SERVICE
TO THE FIRST CLEANOUT AT
THE COMMON LATERAL. THIS
SHALL BE INSPECTED BY
THE ENGINEERING UTILITY
INSPECTOR AND SHALL BE
THE TERMINATION POINT OF
THE UTILITY ASBUILT.
PLUMBING CONTRACTOR
SHALL INSTALL COMMON
LATERAL AND SERVICE LINES
TO EACH UNIT AND SHALL
BE INSPECTED BY THE
BUILDING PLUMBING
ALL METERS AND
CLEANOUTS SHALL BE
PLACES OUTSIDE OF
DRIVEWAYS PER COB
STANDARDS
CLEANOUTS REQUIRED
6" OUTSIDE R/W PER COB
INSPECTOR. ----- - - --
SEE BLDG PLANS FOR -- - - 4" SCH 40 PVC
CONNECTION LOCATIONS
W W N
5/8" WATER METER W�� 6" DIP WATERMAIN
3/4" TYPE K TYPICAL SERVICE 8" SANITARY SEWER
COPPER
LATERAL CONNECTIONS LATERALS MUST BE IN AREA
1 "=50' MAINTAINED BY HOA
0+00
®
2122
SF
0
2122
SF
❑3
1638
SF
0
1638
SF
1 +00
�
+
•
o
=
I
�
Q
3+00 4+00 I —1 +00
EVANS ENGINEERING, INC.
ENGINEERS - SURVEYORS - PLANNERS
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE:[phone] DATE:11-02-2021 FAX:[phone]
REVISIONS: MARCH 3, 2022, MAY 27, 2022, JANUARY 10, 2023, DECEMBER 11, 2023
CL GRADE
LF-15"RCP @
159
0+00
CITY OF BURLINGTON
HENLEY RIDGE
BIG ALAMANCE RUN
STA:0+00 TO STA: 3+00
r, z
1 +00
DESIGNED BY: LIB
DRAWN BY: TLM
HOR: 1 "=40'
VER: 1 "=4'
PROJECT# 557.02
8 OF 15

(60' PUBLIC R/W) S.R. 2304 ���
1 HANFORD ROAD — — — — - uc 1----Uc
_-uC -- - UC ----- UC -- - UC ----- UC ----- UC ----- UC ----- UC ---- UC ----- s
\ -- UC ----- - -- UC ----- UC ----- U®-)--- Uc c-
- UC-----UC-----UC-----UC-�-----uC=--U�---------------- \
Uc -----R �-
_ � uc-----uc�---_jj __ �c_�---�y���-->elc--��--uc--�c—�--u�—-�Lc---- ---
—�--- =u� ----- u�� s --�
_ - UC ----- UC ----- �= UC-- \ � 4C � = _—
- - - - - - - t-
`iJC-- _UC----- ��___l1G---------------------------- °o,
--U =�_ _ ---- —
w >
�W W WSW W W W
-uCwoo W—W —W—UC-G—
Wj�W�
r
-- — — i
_�-�-
— — 10�x70' 5.E— T
I �I
ID
r
v
1570
1560
1550
1540
530
—1
t'ANMUSTCO
�(O�UTILRYP/ZO�OR
GO O� �rbTO
o�1 1
I
BEFORE YOU DIG I
CALL 811 N.C. ONE -CALL CENTER
ITS THE LAW I
WV
6" DIP
WATER LINE
1' WL—STM
2' STM—SWR
. 777 g
� SDIR2 i @
HENLEY RIDGE
PHASE 2
WATER SEWER
STORM AS-BUILTS
06/ 14/24
UTILITY SEPARATION
MIN. 24" SEPARATION BETWEEN STORM AND SANITARY SEWER.
MIN. 12" SEPARATION BETWEEN STORM AND WATER.
MIN. 18" SEPARATION BETWEEN WATER AND SANITARY SEWER.
m
= II
a-
cn O
CI 152 U) ~
TOP=
STA. 2+70.5
0
cn
It
1' WL—S
7' STM—S
mmu��7�
CL GRADE
co
Lri
00 co
+
= II
:20-Q
cn O H
z��
— O
MIME
tic ' /i
�FESS/04 ,
rr i
E =
53 =
06-14-24
FNGINE��
BF,y - \,\\
' Ilfiilllll 0\0
■■��■■■�■■■
■■■■■i■■■■■
■mow■■■■�G�
■■N
r�■■1■■
■■■■■■■�Ea
..
,■i■■■■■
TM
■■■
l'MMMMmFMMMMMMM1
moll
M
:11■■w.1■■1�■■
\III��\III\�!�
■■■■■■■
■■■■■■■■1
ME
g
��11111■■,,'■�.■■■■■■Iid■■■■■■1
■
■III■���■■
SOME
OM
.
ItE0_■■
somi
IN
NN
io
■��■■�■I
..
■■
\_::1111i:■■■■■
1111000w0��?Q
■
■I
....
■�W-0���iIC=■E=■L��
■
■�
■■■IS
11 "�■_\_■i■Ci
■
�■■■■■
■■■NONE
■■■■�■
1111■Mew
MEN
DEVELOPER
HANFORD ROAD, LLC
9154 NC HWY 67
EAST BEND, NC 27018
DARREN HENNINGS
336-699-2444
p1mam
134
1 31-
1 SS
R2
TIE TO EX
WATERLINE
SSMH 10
I
S S,M H
�1
CI 138,xdi
NOTES:
1. ALL PUBLIC INFRASTRUCTURE SHALL BE INSTALLED TO THE CITY OF BURLINGTON
ENGINEERING STANDARDS AND SPECIFICATIONS INCLUDING CURRENT CONSTRUCTION
CHECKLIST AND COB STD DRAWINGS.
2. ALL STORMWATER COMPONENTS OUTSIDE PUBLIC R/W SHALL BE PRIVATELY
MAINTAINED BY THE HOA.
3. 10' UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
4. STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL.
5. SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH A PRESSURE CLASS OF 350 AND
THICKNESS CLASS OF 50.
7. NOTE CONCERNING SANITARY SEWER LATERALS. 306.2.4 TRACER WIRE. FOR PLASTIC
SEWER PIPING, AND INSULATED COPPER TRACER WIRE OR OTHER APPROVED
CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL LENGTH OF
PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE
SHALL TERMINATE AT THE CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING
SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION SHALL BE LISTED FOR DIRECT BURIAL.
8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
CENTERLINE CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C8
1000.00'
469.73'
26.91
C9
500.00'
225.90'
25.89
C 10
500.00'
173.47'
19.88
C 11
1000.00'
528.28'
30.27
UTILITY CONTRACTOR SHALL
INSTALL 6" SEWER SERVICE
TO THE FIRST CLEANOUT AT
THE COMMON LATERAL. THIS
SHALL BE INSPECTED BY
THE ENGINEERING UTILITY
INSPECTOR AND SHALL BE
THE TERMINATION POINT OF
THE UTILITY ASBUILT.
PLUMBING CONTRACTOR
SHALL INSTALL COMMON
LATERAL AND SERVICE LINES
TO EACH UNIT AND SHALL
BE INSPECTED BY THE
BUILDING PLUMBING
ALL METERS AND
CLEANOUTS SHALL BE
PLACES OUTSIDE OF
DRIVEWAYS PER COB
STANDARDS
CLEANOUTS REQUIRED
6" OUTSIDE R/W PER COB
INSPECTOR. ----- - - --
SEE BLDG PLANS FOR -- - - _ 4" SCH 40 PVC
CONNECTION LOCATIONS
w w
5/8" WATER METER w�� 6" DIP WATERMAIN
3/4" TYPE K TYPICAL SERVICE 8" SANITARY SEWER
COPPER
LATERAL CONNECTIONS LATERALS MUST BE IN AREA
1 "=50' MAINTAINED BY HOA
®
2122
SF
0
2122
SF
❑3
1638
SF
0
1638
SF
*SEE SITE PLAN FOR SIDEWALK LOCATION
ALL STREETS TO CONFORM TO "UTILITIES ARE SHOWN FOR GRAPHICAL
CITY OF BURLINGTON DETAILS PURPOSES ONLYSEE PLAN FOR LOCATIONS.
R-1, R-2, R-3 & R-12 50' RIGHT OF WAY
31 ' B—B ROADWAY SECTION PAVEMENT SECTION
N.TS 6" ABC STONE BASE
1 112" S9.5C SURFACE COURSE
1" SF 9.5B SURFACE COURSE
EVANS ENGINEERING, INC.
ENGINEERS - SURVEYORS - PLANNERS
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE:[phone] DATE:11-02-2021 FAX:[phone]
REVISIONS: MARCH 3, 2022, MAY 27, 2022, JANUARY 10, 2023, DECEMBER 11, 2023
CI 144
540 TOP=538.8
STA. 7+08.6
540
539.46
530
520
to`°N1
,,
N��++T
01,
0
■■M■■■■■■
■■N■■■■■■
I&&&
.
M■■■■■
■■■W�E■■■■■I
■■
�0■1111111
III■■■■■■
F"�■�I
III
_ .�
■
■�
■1
■■■■■
■1.■■■■■oil■■■■■
PNEEMEMEMEM
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
0+00
CITY OF BURLINGTON
HENLEY RIDGE
MOYER PLACE DRIVE
STA:0+00 TO STA: 8+00
540
530
IQ1I61
DESIGNED BY: LIB
DRAWN BY: TLM
HOR: 1 "=40'
VER: 1 "=4'
PROJECT# 557.02
9 OF 15

0+00
570
E.4
1550
1540
530
0-
1 +00
2+00
3+00
4+00
5+00
6+00
7+00
I
N
6
o
�
N N
= II
� a_
v10�
cn�cn
co
O
3:1
EX.
TIE
GRADE
TO
co
M
p
0
N
Ln I\
N +
O
Q
•
M
N .
N
p
• o
Lo
+
Lo
Ln
M
..
CN
N
W.
>
-0
W
aW
H_j
W
>m
__
La
W
cn0�
a0-
N
13
r
Q
00
O
N
'�
N
= II
��Q
cn O
cn cn
GRADE
•M
Lq
END
AT
PH1
STA.
PVMT
0+70
o
O
M
p
_
a
CL
. �;�
V
C.
10
.1
'
IA
>
U
>
r�
I�
N M
+ o_
CO
=
� � a
cn o
to H to
O
M
6�
SDR21
17
.8
1.19
I
•3
%
I I
a;
LF�
@
8
6-9'z3°
~
�
CI
TOP=4
STA.
142
WATER
6
»
DIP
LINE
8
x
w
c�
6+57.0
I
z o
16
co
z
II
o
Z
5>
TIE
AT
TO
STA.
END WATERLINE
1 JOINT
PAST
PVMT.
EX PVMT
6+45
LF—
18"RCP
@
Z
.
I
zo
3'
2�9,Z
�D11-2
�F�g„
3
o
m
3
I
TIE
EX. WATERLINE
TO
oU01.
w
•��,
8DR2
LF'8„
z
Go
il
I1
I
1.
0
w
­'7
_
0
II
�
II �
zo
1400
71240b
3
0
4
0
5
00
6
0
7
00
CL GRADE
CP
24" R @ 166
LF- �I g%
i..
•11■■.1.
EERIE
Il
lell■■s
N■11101
me
311111mmilmom
IN.11■
Nip11!!
U61
immME
a
1617 A
'4;.1 LF-1 8"
@ 1.1
1/
6"
NOTES:
1. ALL PUBLIC INFRASTRUCTURE SHALL BE INSTALLED TO THE CITY OF BURLINGTON
ENGINEERING STANDARDS AND SPECIFICATIONS INCLUDING CURRENT CONSTRUCTION
CHECKLIST AND COB STD DRAWINGS.
2. ALL STORMWATER COMPONENTS OUTSIDE PUBLIC R/W SHALL BE PRIVATELY
MAINTAINED BY THE HOA.
3. 10' UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
4. STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL.
5. SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH A PRESSURE CLASS OF 350 AND
THICKNESS CLASS OF 50.
7. NOTE CONCERNING SANITARY SEWER LATERALS. 306.2.4 TRACER WIRE. FOR PLASTIC
SEWER PIPING, AND INSULATED COPPER TRACER WIRE OR OTHER APPROVED
CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL LENGTH OF
PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE
SHALL TERMINATE AT THE CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING
SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION SHALL BE LISTED FOR DIRECT BURIAL.
8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
CENTERLINE CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C8
1000.00'
469.73'
26.91
C9
500.00'
225.90'
25.89
C 10
500.00'
173.47'
19.88
C 1 1
1000.00'
528.28'
30.27
UTILITY CONTRACTOR SHALL
INSTALL 6" SEWER SERVICE
TO THE FIRST CLEANOUT AT
THE COMMON LATERAL. THIS
SHALL BE INSPECTED BY
THE ENGINEERING UTILITY
INSPECTOR AND SHALL BE
THE TERMINATION POINT OF
THE UTILITY ASBUILT.
PLUMBING CONTRACTOR
SHALL INSTALL COMMON
LATERAL AND SERVICE LINES
TO EACH UNIT AND SHALL
BE INSPECTED BY THE
BUILDING PLUMBING
®
2122
SF
0
2122
SF
�
1638
SF
❑2
1638
SF
INSPECTOR. -----
SEE BLDG PLANS FOR
CONNECTION LOCATIONS
5/8" WATER METER
3/4" TYPE K
COPPER
LATERAL
TYPICAL SERVICE
CONNECTIONS
1 "=50'
ALL METERS AND
CLEANOUTS SHALL BE
PLACES OUTSIDE OF
DRIVEWAYS PER COB
STANDARDS
CLEANOUTS REQUIRED
6" OUTSIDE R/W PER COB
4" SCH 40 PVC
w
6" DIP WATERMAIN
8" SANITARY SEWER
LATERALS MUST BE IN AREA
MAINTAINED BY HOA
*SEE SITE PLAN FOR SIDEWALK LOCATION
ALL STREETS TO CONFORM TO "UTILITIES ARE SHOWN FOR GRAPHICAL
CITY OF BURLINGTON DETAILS PURPOSES ONLY,SEE PLAN FOR LOCATIONS.
R-1, R-2, R-3 & R-12 50' RIGHT OF WAY
31 B—B ROADWAY SECTION PAVEMENT SECTION
6" ABC STONE BASE
1 112" S9.5C SURFACE COURSE
1" SF 9.5B SURFACE COURSE
HENLEY RIDGE
PHASE 2
WATER, S EWER,
STORM AS-BUILTS
06/14/24
G�G�>bTo DESIGNED BY: LIB
;\ ��oFEssio;;O<'L,9 DEVELOPER
EVANS ENGINEERING INC. CITY OF BURLINGTON DRAWN BY: TLM
}bE l DEVELOPER
ROAD, LLC ENGINEERS -SURVEYORS -PLANNERS HOR: 1"=40'
o�� UTILITY SEPARATION — = 53418 = = 91 54 N C H WY 67 H E N L E Y RIDGE G E _
—J MIN. 24" SEPARATION BETWEEN STORM AND SANITARY SEWER. 06-14-24 VER: 1" 4'
MIN. 12" SEPARATION BETWEEN STORM AND WATER. F EAST BEND NC 27018 4609 DUNDAS DRIVE GREENSBORO N.C. 27407
NGINE� PROJECT# 557.02
MIN. 18" SEPARATION BETWEEN WATER AND SANITARY SEWER. CANOPY COURT
��C•�'�,,,,,,,��� �'� ��� DARREN HENNINGS PHONE: [phone] FAX: [phone]
DATE: 11-02-2021
CALL 8BFORE YOU DIG 1 N.C.ONE-CCALL CENTER �HE LAW.IIIBIIR��P 336-699-2444
1REVISIONS: MARCH 3, 2022, MAY 27, 2022, JANUARY 10, 2023, DECEMBER 11, 2023 STA:0+70 TO STA: 6+45 10 OF 15
ITS

//—//—//—//—//—//—ii 1
(60' PUBLIC R/W) S.R. 2304 ���
1 HANFORD ROAD /� —//� — — — — — — — —uc 1-- uc --�u
� _-uc -- -UC-----UC -- - UC UC ----- UC-----UC-----UC ---- UC ----- s
-- UC ----- - - UC ----- UC ----- U®- )--- UC c-
_ J\-- ---
_ _ uc-----uc-----uc-----uc-�------Uc---u�-----------------
_ � uc----- uc;-
-- _ _�-u-�--=u�----�-��c- �---����--uC--�c---uc--�c-�--u�---uc---��--� --- ----
UC ----- - U-C _-�C-_/--- --
_-----t-
�c-- UC----- --11G----------
__--UC-----UC-- -uC =--- ------------------------------------------------ W o
uC_ ���_-=---_------ W >
OWN_1� �-s � _uc_- � � _ - - - - - i / W � W � W W W W WSW — W W -W- W - - -
woo
=_ — ------ W — CI 1130 i
-1
+00
II�'1rill
1 560
0+00
2+00
3+00
4+0 80
0
0
co
in
Q0
CL GRADE
CD
>_�
+
II
M
+
N
II
Q
r
00
~
v'
LF^-12"HDPE
@
�o
154
U
V)
0
LI
153
no
I
@
152
ti15"RCP
" `.
•
MIla
'
62.81
II
-z 8LF^-12
o
•
o
o
0
I I
z
—1 +00
S'ANNIUYSTCO O
6-(O IJTILfTP/Z�OR
P�
BEFORE YOU DIG !
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW.
0+00
UTILITY SEPARATION
MIN. 24" SEPARATION BETWEEN STORM AND SANITARY SEWER.
MIN. 12" SEPARATION BETWEEN STORM AND WATER.
MIN. 18" SEPARATION BETWEEN WATER AND SANITARY SEWER.
1 +00
2+00
3+00
61VI•7
560
6'1NC7
4+00
560
550
55305
IN=�.O
OUT=552.9e
553.00
540
■■■■■■■■■■
■■
•
•
• ,
■■■
so
A
■■■
EMMOMMENE
NUINNi
IM■■■
I s
NER
IM■■■■
7==�min
�,
0 AN
■
Mw
L®RA!m!"IMMEME
IJ
Il
■■■■■■
■■®
■■■■
■■■
MEMO
■■■
■■■■
.
■■■■■■■■■■
■■■■■■■■■■
■E■■M■■EEMEMEMEM
mom
■■■■■■■■■■
■■■■■■■■■■
■E■■M■■EE■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
0+00
560
550
540
1 +00
IIf')AI II1'L.71 lu I J
5710+00
560
550
540
m
0+00
1 +00
0+00
550
\I
r
\I
L 540
y
04
CI 138 i
NOTES:
1. ALL PUBLIC INFRASTRUCTURE SHALL BE INSTALLED TO THE CITY OF BURLINGTON
ENGINEERING STANDARDS AND SPECIFICATIONS INCLUDING CURRENT CONSTRUCTION
CHECKLIST AND COB STD DRAWINGS.
2. ALL STORMWATER COMPONENTS OUTSIDE PUBLIC R/W SHALL BE PRIVATELY
MAINTAINED BY THE HOA.
3. 10' UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
4. STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL.
5. SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH A PRESSURE CLASS OF 350 AND
THICKNESS CLASS OF 50.
7. NOTE CONCERNING SANITARY SEWER LATERALS. 306.2.4 TRACER WIRE. FOR PLASTIC
SEWER PIPING, AND INSULATED COPPER TRACER WIRE OR OTHER APPROVED
CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL LENGTH OF
PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE
SHALL TERMINATE AT THE CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING
SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION SHALL BE LISTED FOR DIRECT BURIAL.
8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
1 +00 2+00 00
N
I
�Q
I
o
L
R
D E
o>,
0
Ion,
I I
CL
~
N
Li
LC)
13
~
L
^ 1
DP
o
o
In
V
I
8.
will
@
4.
2
00
N
I I
11 1 +00 2+00 3+
0IZ —
2+00
3+00 0
•
GRADE
CL
v7
co
+
°')
I
N
I
o
+
�
II
Q
0
149
M
1 �a
C
7
15„RCP
87
@T.
+A �LF�1 „
2.1196
I glob
0
147
�F
0)A,
M
�
II
to
o
-
t .0
N@
I
54.3LF^-1 2"H
�
PE
0
III
11
1
o?
\ , —1 +00
5 8
06-14-24
F$11 <L� .iiin....�
`F BRA Q. `
0+00
DEVELOPER
HANFORD ROAD, LLC
9154 NC HWY 67
EAST BEND, NC 27018
DARREN HENNINGS
336-699-2444
1 +00
2+00
EVANS ENGINEERING, INC.
ENGINEERS - SURVEYORS - PLANNERS
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE:[phone] DATE:11-02-2021 FAX:[phone]
REVISIONS: MARCH 3, 2022, MAY 27, 2022, JANUARY 10, 2023, DECEMBER 11, 2023
560
550
540
3+00
v v v v v
HENLEY RIDGE
PHASE 2
WATER SEWER
STORM AS-BUILTS
06/ 14/24
0+00
56
55(
54(
O�fa
1 +00
560
■■■■■■■
■■■■■■■■
■■■■M■■■
MEMEREME
MEM■AMME
=OMNI&M■■■
;ammor4m■■■
■iiiilili
I
�5
SO!
�'i■
FIRM
MEMEN
I■■■■■■■■
MMEMEMEM
■■■■■■■■■
0+00
CITY OF BURLINGTON
HENLEY RIDGE
MOYER PLACE DRIVE
STA:0+00 TO STA: 8+00
550
;P
540
1700
3+00
550
540
0
DESIGNED BY: LIB
DRAWN BY: TLM
HOR: 1 "=40'
VER: 1 "=4'
PROJECT# 557.02
11 OF 15

139
40-
—1 +00
570
1 560
M'�. I
MAE
0+00
1 +00
\
S� STMH
133
2+00
3+00
FES 165
4+00
5+00
570
oo-�
HENLEY RIDGE
PHASE 2
WATER, S EWER,
STORM AS-BUILTS
06/14/24
0
YI 146
TOP,544.63
STA. 2+52.4
CL
GRADE
a
0
+
1 u).to
145
_
I
LF-24"RCP
, ;
@
45*
1 44
•!
2
-T
.
O
�
O
o
I I
z
~
II
O_
—1 +00
0+00 1 +00
0�OR
(OV%LM'U'sPO�
�rUTO
GOG0 _ __
_ \l v , 9��
U I\
UTILITY SEPARATION
—J
MIN. 24" SEPARATION BETWEEN STORM AND SANITARY SEWER.
MIN. 12" SEPARATION BETWEEN STORM AND WATER.
\\\/�
MIN. 18" SEPARATION BETWEEN WATER AND SANITARY SEWER.
BEFORE YOU DIG !
CALL 811 N.C. ONE -CALL CENTER
ITS THE LAW I
2+00
3+00
4+00
560
14��
5+00
—1
56C
55C
54C
53C
--NNW moft
_ 169
� 1WS3 -
� - 30bNlb�p 0Z
YI 146
500+00
54C
I
C
NOTES:
1. ALL PUBLIC INFRASTRUCTURE SHALL BE INSTALLED TO THE CITY OF BURLINGTON
ENGINEERING STANDARDS AND SPECIFICATIONS INCLUDING CURRENT CONSTRUCTION
CHECKLIST AND COB STD DRAWINGS.
2. ALL STORMWATER COMPONENTS OUTSIDE PUBLIC R/W SHALL BE PRIVATELY
MAINTAINED BY THE HOA.
3. 10' UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
4. STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL.
5. SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH A PRESSURE CLASS OF 350 AND
THICKNESS CLASS OF 50.
7. NOTE CONCERNING SANITARY SEWER LATERALS. 306.2.4 TRACER WIRE. FOR PLASTIC
SEWER PIPING, AND INSULATED COPPER TRACER WIRE OR OTHER APPROVED
CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL LENGTH OF
PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE
SHALL TERMINATE AT THE CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING
SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION SHALL BE LISTED FOR DIRECT BURIAL.
8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
CL GRADE
N
10
10
II
+
W
OLq
F—
000
W
N2^p0
10
165
Ir
O
II
O
N
O
II
I N
-FUU U+UU 1 +UU 2+UU ,S+UU 4+UU 5
rn
co
N
+
CL
GRADE
o
o
a
a
24"RCP
�f
@
1.1896
166
cn
�
1 6�
��SN2�
1y6
RCP
@
N
•�
N
8.
1
6°°
..
O
O
—
F
TUR
0
WL
If
@
16�
�•
CD
19.
F
I
o_
I I
z
—1 +00 """"' /, 0+00
flA P.
•�OFESS/p��,,�ti�
cE -
53
06-14-24
,�
4
BW4P
1 +00
DEVELOPER
HANFORD ROAD, LLC
9154 NC HWY 67
EAST BEND, NC 27018
DARREN HENNINGS
336-699-2444
2+00 3+00
EVANS ENGINEERING, INC.
ENGINEERS — SURVEYORS — PLANNERS
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE:[phone] DATE: 11-02-2021 FAX:[phone]
REVISIONS: MARCH 3, 2022, MAY 27, 2022, JANUARY 10, 2023, DECEMBER 11, 2023
4+00 5
CITY OF BURLINGTON
HENLEY RIDGE
MOYER PLACE DRIVE
STA:0+00 TO STA: 8+00
550
540
DESIGNED BY: LIB
DRAWN BY: TLM
HOR: 1 "=40'
VER: 1 "=4'
PROJECT# 557.02
12 OF 15