WQ0045339_Sagecroft_Phase_2_FTSSE_Asbuilt_20240625

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
3
a
n,
0
U
0
SITE DATA
TIMMONS GROUP
MIKE ZACCARDO, PE
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
DEVELOPER:
LENNAR HOMES
CHARLIE YOKLEY
6701 CARMEL ROAD SUITE 425
CHARLOTEE, NC 28226
PHONE: [phone]
EMAIL: [e-mail]
OWNER OF RECORD:
DGT PROPERTIES LLC
4076 POND ROAD
BURLINGTON, NC 27215
PARCEL ID: 8883885270, 8883872722,
8883886903
FORMERLY EAST GILBREATH
PHASE 2 RECORD DRAWINGS
CITY OF GRAHAM, ALAMANCE COUNTY, NORTH CAROLINA
TOTAL EXISTING TRACT = 38.85 AC
EXISTING ZONING = 1-1, R-G
PROPOSED ZONING: C-R CONDITIONAL RESIDENTIAL
PROPOSED NUMBER OF LOTS = 117 SF + 49 TH
TOTAL NUMBER OF LOTS = 166
PROPOSED DENSITY = 4.27 DU/A
PIPE SPECIFICATIONS
A) WATER MAINS
MIN COVER: 3'
MATERIAL: DIP CLASS 50
B) WATER SERVICE
LATERAL MATERIAL: %4" TYPE "K" SOFT COPPER
C) SANITARY SEWER MAINS
BURY DEPTHS MIN 3'-<12': SDR-35 PVC
BURY DEPTHS MIN 12'-<20': SDR-26 PVC
BURY DEPTHS >20': DIP CLASS 50
D) SANITARY SEWER SERVICE
LATERAL MATERIAL: 4" SCH. 40 OR DIP AS REQUIRED
LATERAL MIN. %4" PER FOOT SLOPE
E) SANITARY SEWER MANHOLES
DEPTHS 0'-<12': 4' DIA
DEPTHS >12': 5' DIA
VICINITY MAP
SCALE: 1 " = 1000'
Sheet List Table
RECORD LEGEND
00.00- DESIGN INFORMATION
00.00 RECORD INFORMATION
RECORD DRAWING
THIS PLAN DEPICTS THE ORIGINAL DESIGN
REVISED TO INCLUDE ALL CONSTRUCTION
PHASE REVISIONS AND AS -BUILT INFOR-
MATION PROVIDED.
RECORD DRAWING SURVEY INFORMATION PROVIDED
TO TIMMONS GROUP BY McADAMS, DATED 03/06/2024.
AS -BUILT LEGEND
A
WATER VALVE
WATER SERVICE
FIRE HYDRANT
WATER MARKER BALL
SEWER MARKER BALL
FORCEMAIN MARKER BALL
•
SANITARY SERVICE CLEANOUT
co
OS
SANITARY SEWER MANHOLE
®
SANITARY SEWER- ARV
O
BLOWOFF VALVE ASSEMBLY
AS BUILT IMPROVEMENTS
*STRUCTURE SYMBOLS ARE NOT TO SCALE AND MAY APPEAR LARGER ON
SOME SHEETS.
Sheet Number
Sheet Title
ASB0.0
COVER SHEET - ASB
ASB2.0
WATER STRUCTURE MEASUREMENTS - ASB
ASB3.0
UTILITY SHEET - ASB
ASB3.1
UTILITY SHEET - ASB
ASB3.2
UTILITY SHEET - ASB
ASB3.3
UTILITY SHEET - ASB
ASB4.0
STORM DRAINAGE SCHEDULE - ASB
ASB6.0
MAPLE BRANCH CIRCLE PROFILE - ASB
ASB6.2
MAPLE BRANCH CIRCLE PROFILE - ASB
ASB6.3
ADLER COVE LANE PROFILE - ASB
ASB6.10
STORM OUTFALL PROFILE - ASB
ASB6.11
STORM OUTFALL PROFILE - ASB
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
DocuSigned by:
2B539�f�Q�S8 � f�/
S}o'. •
�•` Y • r
SEAL r�
050771'1111=
Oil
t„
6/12/2024
E
0
U
O �
0
E
N E
w U E
= z
U N
� 6L N �
� M
d = Go
Z W 0"
J X
af LL
0 0
U T un
L
O
� rn
L rn
J
LU
►7
U
O
z
V)
w
U
J
z
z
O
�
>
W
W
Q
z
0
z
cn
O
<
=
w
rZ
>��cl�0
z
cl
Q-
W
LUj
cn
0-0aw0
,--,
W
<
0
J
<
E
0
U
�
O
cn
(DUQ<[0
>
OU
z
U
z
U
w
z
<
w
0
r+
w
U
p
iY
C),
w
>O
(D
w
LU
M
M
M
M
M
N
N
N
N
N
W
O
O
O
O
O
I—
N
N
N
N
N
�
�
�
+-i
O
N
M
N
N
l0
00
O
i
O
O
O
­�
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
N/A
LL
O
U
w
Vl
w
W
TZ
U)
W
O
U
_\„\_\Img\NC 811 LOGD,png
JOB NO.
50560
SHEET NO.
AS80.0

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
A_
CD
PHASE 2 AS BUILT INFO
L. � � � � � � �
OUT=534.62- ff"dTP"
JACK AND BORE ACROSS EAST GILBREATH
ST AND CONNECT TO EXISTING 12"
WATERMAIN WITH REVERSE TAP, SEE
SHEET C6.0 FOR PLAN & PROFILE -
ANGELA P. WHI TTEMORE
DB 3874, PG 921
------ --__ PIN 88838774 15
I
ABBREVIATIONS FOR UTILITY LABELS:
GV = GATE VALVE
MJR = MECHANICAL JOINT RESTRAINT
CTB = CONCRETE THRUST BLOCKING
DTR = DEADMAN THRUST RESTRAINT
FHA = FIRE HYDRANT ASSEMBLY
HT = HYDRANT TEE
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER
NOTE
CONNECTION TO EXISTING MANHOLES MAY
NOT BE FEASIBLE AND IS DEPENDENT UPON
THE CONDITION OF EXISTING MANHOLES.
LEGEND
PROJECT BOUNDARY
EXISTING PROPERTY LINE
PROPOSED BLDG SETBACK
- — - - — - - — - PROPOSED ROAD CIL
PROPOSED LOT LINE
PROPOSED EASEMENT
PROPOSED ROW LINE
(PDE) PRIVATE DRAINAGE
EASEMENT
W W W W W W W W W EXISTING WETLANDS
RIPARIAN BUFFER
OPEN SPACE
UTILITY LEGEND
—w— -
EXISTING WATER LINE
PROPOSED WATER LINE
®
WATER VALVE
�
FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
WATER SERVICE
RCP STORM DRAIN
�-❑
STREET LIGHT
PIN: 8883-06-2329
CITY OF GRAHAM
PIN.- 8883-98-5171
BEAUDRYJOHN STEWART
BEAUDR Y JEANETTE E T,
PIN: 8883-98
WILSON JEFFF
PIN. 888.
BEAUDR YJOHN S
BEAUDRY JEANi
I
BEAUDRY
BEAUDA
7/
z
D
00
W
SCALE 1 "=50'
0 50, 100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
I,\II\II\Img\NC 811 L❑G❑Ipng
ocu_Sligned by:
0
..% 0 �
r
~ SEAS. r
050771 _=
AN
R < i
Imo/
N sc
6/12/2024
E
0
c.�
o �
o
� E
N
Lu U E
= z
H a,
a .5
�
U N
� M1 N 0�
Lu
0 M
0- 2 00
C7� a;rn
fr Z J � 0, �
X
LL
� T-�
U) >�Ln
= C �
L ko
CI �
ri
Ln Q�
J
W
I—
0 N
Ln
�O
►7
�13
z
O
U)
Lu
z
O Q =
U a
Ww
Q �
U z
Oz O_
0 Lu
W U z
O
U
w
Lu
DO
M
M
M
M
M
N
N
N
N
N
Lu
0
0
O
O
O
I—
N
N
N
N
N
Q
\\
M
Ln
\\\
m
ri
O
i
O
N
M
N
N
tD
00
O
—i
O
O
O
T--i
� -i
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
111 = 50'
m
Q
I
z
Jz
82
w
U
LL
o
Oz
w
U��
LuUw
O
w
U
z
�
(naU
a
�
a
�
(0
w
Q
JOB NO.
50560
SHEET NO.
ASB2.0

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
3
J
0
1
I
1 I
1
i
1 n l l I I I
I
1 � �
1
I
1
CONNECT TO EXISTING
WATERLINE WITH12"X8"
TAPPING SLEEVE & 8" GV
VIA JACK AND BORE
PREMIER PROPERTIES OF REIDSVILLE, LLC
DB 1008, PG 675
PIN 8883893465
i SAN
°
0
_ o
o
0
n
PHASE 2 AS BUILT INFO
PIN: 8883-99-0211
MAPLE VIEW INC
CONNECTION TO EXISTING MANHOLES
MAY NOT BE FEASIBLE AND IS
-� DEPENDENT UPON THE CONDITION OF
EXISTING MANHOLES, CONTACT CITY OF
GRAHAM PRIOR TO MAKING
CONNECTIONS TO EXISTING MANHOLES
t83-98-1909
FV-8TIES INC
RIM=502.52
IN=492.12-24"DIP
OUT=491.92-24"DIP i-
PIN: 8883-98-2922 "�
HALL LEONARD DAVID JR /'
& JUDY Q -'
.0../PIN: 8883-98-3825
HALL L DAVID JR
' & HALL JUDYQ
G----- - T'--- ---- G - \ \
�\
oa o °
20 21 22 23 / � \
/ 24 � �\ \i�\
/ 25 0 \ \�\ � M 500.10
1N=491.15-24"DIP
/ OUT=491.00-24"DIP
26 °
�0 \ s
27
o
156 � /
157 28 I ° I
155 158 °
154 159 II I oYzl
153 I 160 29 I I
152 161
151 30 le`��P I I
I 162 Q- I p m I` I o
150
163 I I ° G
149 164 ° A oo
148 I 165 J I 32 IG) I �I
147 166 I
I
3 3 I ° PIN: 8883-98-4465 I I WEBSTER BRENDA DIAN ETAL
EX. MH
RIM=501.19
34 I NO ACCESS -CRACKED BELL
I I
MASONRY PLATFORM
35 So
o
18 87 86 85 84 83 36 0
s v G
.-13
�
J C31 37 - - PHASEI IILLA _
----- PHASE 2 lI � I O EX MH 0
1 E C3.2 = - 38 I °
_ IRIM-496.57 0 'fJ �.0/
78 79 0 81 SIN=489.27-24"DlP Z �/
/ 39 I IpUT=489.12-24"IP z ^ /-
G) I o PIN. 8883-98-5171 "-/
I�o EAUDRYJOHN STEWART TRUSTEE do �/
_ ° BEAUDRY JEANETTE E I R/ TRUST10 MH o \ /i
` 40 NO ACCESS -CRAG /'-
0-00
do
I n PIN: 8883-98-5092
63 41 0 / WILSON JEFFREY T
PEN SPACE i o I I i II/'"/
62 / 42 I 1445,997 SF o l �li� '�/-
43 I I °0 '/� / "/ 0-0' PIN. 8883-97-6903
44 I I / EAUDRYJOHN STEWART TRUSTEE-/
s� moo BEAUDRY JEANETTE E TRUSTE.
45 I I ' I °
46 /
PIN: 8883-97-8941
I
10 /
� D
0
GEORGE S. WHITTEMORE
AND
ANGELA P. WHITTEMORE
DB 3874, PG 921
--�--�-- PIN 8883877415
I1
`V BEAUDRY JOHN STEWART TRUSTEE -/
`L BEAUDRY JEANETTE E TRUSTEE
N=4 /--/
PIN: 8883-97-9801
S HODGES MICHAEL P &
f i HODGES BRENDA B
\ _ CONNECTION TO EXISTING
PIN: 8883-06-2329 MANHOLES MAY NOT BE FEASIBLE
CITY OFGRAHAN AND IS DEPENDENT UPON THE
CONDITION OF EXISTING MANHOLES,
CONTACT CITY OF GRAHAM PRIOR
TO MAKING CONNECTIONS TO
EXISTING MANHOLES
I
X
I
I
I
I
GENERAL NOTES
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF
GRAHAM AND NCDOT STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR ACTIVITIES. CALL
UTILITY LOCATOR SERVICE BEFORE DIGGING.
3. ALL STREETS SHALL BE PUBLIC
4. ALL UTILITIES SHALL BE UNDERGROUND
5. EACH LOT WILL BE SERVED BY CITY OF GRAHAM PUBLIC PUBLIC WATER.
6. EACH LOT WILL BE SERVED BY CITY OF GRAHAM PUBLIC SEWER.
7. NCDEQ EROSION CONTROL PERMIT WILL BE REQUIERD, AND ALL EROSION
CONTROL REGULATIONS WILL BE COMPLIED WITH.
8. CONSTRUCTION DRAWINGS MUST BE APPROVED AND STAMPED "RELEASED FOR
CONSTRUCTION" PRIOR TO ANY CONSTRUCTION.
9. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE.
10. STREET NAMES MUST BE APPROVED BY CITY OF GRAHAM PRIOR TO FINAL PLAT.
11.POWER, LIGHTING, AND ELECTRICAL UTILITIES SHALL BE LOCATED WITHIN 5'
EASEMENT OUTSIDE OF RIGHT OF WAY.
UTILITY NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CITY OF GRAHAM STANDARDS AND SPECIFICATIONS.
2. MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND STORM SEWER MAINS - 5 FT.
3. MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND STORM SEWER MAINS - 24 IN.
WATER AND SANITARY SEWER MAINS - 18 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
4. REQUIRED MINIMUM COVER OVER WATER MAINS IS 3'
5. THE DESIGN OF THE WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LATEST ALAMANCE COUNTY
DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER
ORDINANCES AND THE UTILITY MASTER PLAN.
6. SEWER CONNECTIONS TO EXISTING SEWER MANHOLES
ARE DEPENDENT UPON CONDITION OF EXISTING
MANHOLE.
7. FIRE HYDRANTS LOCATED OUTSIDE PUBLIC RIGHT OF
WAY SHALL BE WITHIN A 5' X 5' PUBLIC UTILITY
EASEMENT
8. CONTACT CITY OF GRAHAM PRIOR TO CONNECTING TO
ANY EXISTING MANHOLES TO CONFIRM CONDITIONS
ARE ACCEPTABLE
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER
ABBREVIATIONS FOR UTILITY LABELS:
GV = GATE VALVE
MJR = MECHANICAL JOINT RESTRAINT
CTB = CONCRETE THRUST BLOCKING
FHA = FIRE HYDRANT ASSEMBLY
HT = HYDRANT TEE
z
D
w
w
SCALE 1 "=100'
0 100, 200'
UTILITY LEGEND
EXISTING WATER LINE
- W
PROPOSED WATER LINE
®
WATER VALVE
-9-
FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
WATER SERVICE
RCP STORM DRAIN
0-0
STREET LIGHT
LEGEND
PROJECT BOUNDARY
EXISTING PROPERTY LINE
PROPOSED BLDG SETBACK
- - - - - - PROPOSED ROAD CIL
PROPOSED LOT LINE
PROPOSED EASEMENT
PROPOSED ROW LINE
(PDE) PRIVATE DRAINAGE
EASEMENT
W W W W EXISTING WETLANDS
W W W W W W W W
RIPARIAN BUFFER
OPEN SPACE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
,,\„\,,\Img\NC 811 LOGD,png
DocuSigned by:
y
11 CA f{rs
2B5397F,�8BOAE
'A r
SEAL r�
050771 =
x
tl1 6/12/2024
E
0
U
r� Uj
o
� o
E
N E
LuU
= z
Lu 0 Lu
U cl� N
LL 00
ro
� N CDM
R- = -
c�LF)
Z W (n 0)
J X
< -6LL
ra 0 0
T Ln
L
o
L rn
J
Lu
H
z
z
O
Q
U
Lu
Lu
1--
Z
O
O
Q
=
w
rZ
>��ci�0
z
0
Q--
x
W
w
V)
0-
O
Lu
a
LLB
LLB
Q
l_-
0
>
Q
O
0U
O
Lf)
�F-z>-,-i
(D
U
Q
Q
0
w
Y
m
U
LU
U
Z
Q
z
0
r+
w
U
p
iY
cz
w
(D
W
O
LLJ
M
M
M
M
M
N
N
N
N
N
w
0
0
0
0
0
N
N
N
N
--
N
--
Q
\
M
\
U)
\
O)
,--i
O)
+-i
O
N
M
(N
N
l0
00
O
i
0
0
0
-
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
1" = 100'
N
Lr) a
� J
U
O u V)
LU LL o
z 0
UzLu
W
vo=
Q Lu u
(D �
>-
Q
J
Q a i--i
Q L a
U �D
a
a
O c�
z
JOB NO.
50560
SHEET NO.
ASB3. 0

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
LEGEND
PROJECT BOUNDARY
EXISTING PROPERTY LINE
PROPOSED BLDG SETBACK
- - - - - - PROPOSED ROAD C/L
PROPOSED LOT LINE
PROPOSED EASEMENT
PROPOSED ROW LINE
(FIDE) PRIVATE DRAINAGE
EASEMENT
EXISTING WETLANDS
RIPARIAN BUFFER
OPEN SPACE
O
_ ADO° -\
Aw—
O O 4-
I — — PIN: 8883-99-0211
UTILITY LEGEND — — — o MAPLE VIEW INC
\ o
EXISTING WATER LINE II I 15 0
W 0
PROPOSED WATER LINE 0I I \
��4''22' 5° BEND 2-4" 22.5' BEND I .,o° z
24MJR
2-4" MJR
\
\ CONNECTION TO EXISTING
>
2-CTB
e`��P
2-CTB I° I I
MANHOLES MAY NOT BE FEASIBLE
00
C
I I
17 \
\
AND IS DEPENDENT UPON THE
-
CONDITION OF EXISTING MANHOLES,
I I
CONTACT CITY OF GRAHAM PRIOR
\
BLOW OFF ASS BLY
MH 45 /
3/4" WATER SERVICE
TO MAKING CONNECTIONS TO
�� EXISTING MANHOLES
SCALE 1"=50'
1-4" GV\
CONNECTION WITH 1"
\
Z
NOR
1-FULL OINTIIPIPE
SERVICE LINE (TYP) °O \
PIN. 8883-98-9909
0 50, 100,
1-2' LOV OFF
° °
-4" PLUG
s 4" SANITARY SEWER o
DGT PROPERTIES INC
3-4" JR SERVICE (TYP) T \ \ EX. MH
TB 4"DO-CLASS 50 RIM=502.52
MH 46 1230 WATER MAIN \ \ IN=492.12-24" DIP
I L ° o \ OUT=491.92-24 "DIP
8"X4" REDUCER ° oo \ EX MH 2 /
V °
I I 107 - — SAN .'/ PIN. 8883-98-2922
5 PUE SAN �� \ \ •'/ HALL LEONARD DAVID JR
PHASE 2 AS BUILT INFO _ MH44 — _ _ — — o — —\ \ \ \ &JUDYQ /..
LJ . O \ \ \ \ /
- — 8"X6" HT a PIN: 8883-98-3
fr"
I 9-GV o
00000
/\ HALL L DAVIS
i 1- FHA - \ \ /& HALL JUDti
G - - G O- POLY -WRAP 8" DIP CLASS 50 WATER MAIN 50' TO 2-6" MJR
EACH SIDE OF THE GAS MAIN CROSSING — — CTB o \ \ \ O
— — G—°--- \ \ \
-4-- — I — —4 — — — _ o - -- — \ \ \ \
I
8' DIP CLASS 50 ° o o FEMp10 ° 0 "1\00 \ \ \
ATER MAIN \
N \
8 9 10 11 12 13 I I o
'C 811X611 T
8" DIP CLASS 50 8"X8" TEE 1-6" V 2-8"X84 TEE LL 23 / \ \ \
/\ \ WATER MAIN 2-8" GV I 2-6" M R 4-8" G 24
7-8" MJR CTB I 12-8 JR \ I
i
/ I I CTB CTB \0 \ \ � EX. MH
\ X \ 8" TEE \ MH 37
/ MH 25 25 \ \ 2 \ \ RIM=500.10
4 2�8" GV - 5' PUE 3/4" WATER SERVICE \ \ \ \ IN=491.15-24" DIP
/ 7-8' NIJR �� \ \
CTB CONNECTION WITH 1" ° OUT=491.00-24"DIP
i O
UR N FROPKINS
,
,
\ \ IRIS THOMAS HOPKINS
DB 3324, PG 86
_
4" SANITARY ER
SERVICE (TYP)
SIDE DROP) (OUTSIDE D,0r-j-w)N1
PIPE INV FRO 8"X6" HT
MH 39
-
136 1 �� ,
• ♦ ♦ 1 �•i.� —2 11' 4 oft, � : :
•� �• �I.a134 1 • • ��iii���� \ i 1
•
SERVICE (T
.� ■�� • i�CTB >z
A
• • 1'. . 1 ••-----'i 1 - ■ ��11 1
• 1 ♦ \ �� t
• �. •
Oy ,,
\\ \ \ \ \ �% \ /PEN SPACE 4
` ` 11,109 SF
\ %8" DI
'A WAI
%-
12"X8" TAPPING
)ocuSigned by:
s.
SEAL r
050771
X R
IN Sit �7
f / / cor �
+11 6/12/2024
0
U
C
O C
o
r1jE
E
w z
~
z
O
z
<
Q
row
OwIII
w
w
Lu
z
U
of H --I
LL
Q
0
Q �
w 0 0
z
O
J=>
Ln
�vMj
Q
w
z
Q��<
w
Quo>o
0
p
D,
Lu
U
z
-1
D
Q
in
z
iY
0
p
U
c�
~
o
~�Q}�
o
Z
U
o
>
u
V
Z
.� am
't
L
z
0
Q
w
Lu
U
p
w
w
(D
~
w
O
Lu
M M M M M
N N N N N
w 00 000
N N N N N
Q M Ln M m
+—i O N M N
N l0 00 O i
0 0 0 — —
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
1" = 50'
I
7-8" MJRe
,CTB x
129 163. IIIB000
II
_ i_I_II
ASS 50I��Ih • . -:�__
MAIN.�, .• ,,• :: , ill�l 1
�_. 11
: EIII� �1111 •• 1 •
CTB 8"X8" TEE
127 PUE•
----- -----' .. '
-.
-- �•
� WAVASHATIMMURA AIL■ ; •
�
�� --- -
-
Lu
_UE _ CLASS , _ 1.. .
­1 1 - 0
101, % % L- _,:� I CTB CTB 7 7 8" MJR k - u
1 ,
I 1 1 - 89
• : : \1, • 1
APPROX. LOCATIONSEWER
. -
OF RECEIVING PIT
JACK AND BORE ACROSS EAST GILBREATH % % MATCH LINE C3.1 37
ST AND CONNECT TO EXISTING 12"
1
WATERMAN WITH REVERSE TAP, SEE % % PHASE I
SHEET
• 1 FOR PLAN i PROFILE
� �� • • ��':' 1 ���
o\
1-2" TH EADED TAP / / \ -MAl" — PHASE 2 _ O \
\ \ \ CH LINE C —
\ \ 110 /MH 47 3-8" MJR / 1 3.2 — — MH 2 38 I II
V% \ 109 2
`, �` \�` \ \ 108
00, MH 14-
,
DTR
-MH 48 /
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
/ MATERIAL AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER
NOTE
CONNECTION TO EXISTING MANHOLES MAY
NOT BE FEASIBLE AND IS DEPENDENT UPON
THE CONDITION OF EXISTING MANHOLES.
ABBREVIATIONS FOR UTILITY LABELS:
GV = GATE VALVE
MJR = MECHANICAL JOINT RESTRAINT
CTB = CONCRETE THRUST BLOCKING
DTR = DEADMAN THRUST RESTRAINT
FHA = FIRE HYDRANT ASSEMBLY
HT = HYDRANT TEE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. —
JOB NO.
,,\„\,,\Img\NC 811 LOGD,png 50560
SHEET NO.
ASB3.1
0
2
y
3
U
d
O
co
CID
0
0
a
C
a
0
a
a)
0
co
(13
(6
a
C
0
0
3
zO
a W
O Ur
Z
wO
22
T
� O
a �
C 4%
cu rn
a- U
O Q)
C� 3
Z N
O m
a
axi
H N
o
0
a�
2 '3
a
2`
Y
N
7 co
U C
� .o
O U
L 2
� N
(6 C
.N U
�o
E�
a
U
00
U0-0
•
O c
(o
c.
N U
a 2
=N
caU)
y O
C O
no
cn
_E

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
LE
m
3
0
PHASE 2 AS BUILT INFO
-ADED TAP
(IJR
� fR
RAI 1 An
0UT=534.62- Tff"dTP
o I �
JACK AND BORE ACROSS EAST GILBREATH
ST AND CONNECT TO EXISTING 12" \ \
WATERMAIN WITH REVERSE TAP, SEE �G�� �' \ o % ` \
_____________
SHEET C6.0 FOR PLAN & PROFILE % 9� \ %
I ,
GEORGE S. WHI TTEMORE
AND
ANGELA P. WHI TTEMORE
DB 3874, PG 921
�- -------------- --__ PIN 88838774 15
I
ABBREVIATIONS FOR UTILITY LABELS:
GV = GATE VALVE
MJR = MECHANICAL JOINT RESTRAINT
CTB = CONCRETE THRUST BLOCKING
DTR = DEADMAN THRUST RESTRAINT
FHA = FIRE HYDRANT ASSEMBLY
HT = HYDRANT TEE
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER
NOTE
CONNECTION TO EXISTING MANHOLES MAY
NOT BE FEASIBLE AND IS DEPENDENT UPON
THE CONDITION OF EXISTING MANHOLES.
o
0 �
oZ
I I
° \ \ \
I II I \ Z
EX. MH o
I I RIM 496. 57 0 \\
-� 1N=489.27-24" DlP \ \ Z /''�
I LIT=489.12-24 "DJP
"i
° \° T /
y
m \ \ j ' PIN.- 8883-98-5171
I I o \ \ •' BEAUDRYJOHN STEWART
° \ BEAUDR Y JEANETTE E T,
I I °
o
EX. MH ° ° °
I NO ACCESS 00
BEL \
II I °
O
0
c I
1600 I POLY -WRAP 8" DIP CLASS 50
SEWER MAIN 50' TO EACH SIDE
MH 1 I OF SEWER MAIN CROSSING /
\ I I
IOPEN SPACE o /
\ O 2\ 445,997 SF °
9I I /
\ o
� _ X
LEGEND
PROJECT BOUNDARY
EXISTING PROPERTY LINE
PROPOSED BLDG SETBACK
- — - - — - - — - PROPOSED ROAD CIL
PROPOSED LOT LINE
PROPOSED EASEMENT
PROPOSED ROW LINE
(FIDE) PRIVATE DRAINAGE
EASEMENT
W W W W W W W W W EXISTING WETLANDS
RIPARIAN BUFFER
OPEN SPACE
UTILITY LEGEND
— w—
EXISTING WATER LINE
—
PROPOSED WATER LINE
®
WATER VALVE
�
FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
WATER SERVICE
RCP STORM DRAIN
�-❑
STREET LIGHT
RE
"/ .
PIN: 8883-98
WILSON JEFFF
.010
.000 /' PIN.888.
�BEAUDR YJOHN S
BEAUDRYJEANi
CONNECTION TO EXISTING
MANHOLES MAY NOT BE FEASIBLE
AND IS DEPENDENT UPON THE
CONDITION OF EXISTING MANHOLES,
�Q CONTACT CITY OF GRAHAM PRIOR
/ TO MAKING CONNECTIONS TO
EXISTING MANHOLES
do /
EX M H 1 BEAUDRY
BEAUDh
R/
\ 1N=4
W=48
PIN: 8883-06-2329
CITY OF GRAHAM
z
D
0
00
W
SCALE 1 "=50'
0 50, 100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
,,\„\,1\Img\NC 811 L❑G❑,png
D�ocu�Siigned by:
�JUI.OII�A,�ll���yj��4�1�
2 B539,6�'9gQ-lkF�!..
0f%L�I1f
a Sr EAL r�
050771 =
•4
�+t11f1 6/12/2024
0
V
o 2-
�D 0
�E
N
w U 9
z }'
a .5
Lu U Q N
Lu0�M
a1-4
Z J O)
x
< ru LL
= E
L ID
H 0b
O O
Lnrn
J
w
I—
z;
O`
wf
oc
z
O Q =
U cY Lu
w Q �
o O c
O Lu
LuU z
O
ULU
c
3
Lu L
=z
C O
;Ln
Lu
a O
w
J Q
U
Q m
C Lu
Lu
J (D
M
M
M
M
M
N
N
N
N
N
w
0
0
O
O
O
N
N
N
N
N
Q
\
M
\
U)
\
m
\
, -I
\
O
,-i
O
N
M
N
N
tD
00
O
,--I
O
O
O
,--I
rI
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
111 = 50'
JOB NO.
50560
SHEET NO.
ASB3.2
3
c
-0a
30
aO�
o(5
�U)
LZ
m0
f�
0�
m o
m �
D- O
:_
� 3
Z N
0 m
�x
o .L..
m
o
Qw
o .3
o_
ID
U Y
�N
X
N O
O U
w2
�N
m 0
�o
E
=_
U m
a
ID
m�
U
o �
N o
m U
-a 2
O N
M
N o
O U
@ O
nw
CD-0Ina)
r E

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
by:
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
PHASE 2 AS BUILT INFO
SANITARY SEWER SCHEDULE
STRUCTURE
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
UP
DOWN
EX MH 1
7.15'
494.81
489.00' (8" DIP) MH 1
EX MH 2
10.68'
502.60
493.00' (8" DIP) MH 44
MH 1
15.60'
508.60
493.20' (8" DIP) MH 3
493.00' (8" DIP)
254' @ 1.57%
EX MH 1
MI-12
9.86'
515.06
505.40' (8" SDR-35 PVC) MH 20
505.20' (8" SDR-35 PVC)
57' @ 5.61 %
MH 3
MH 3
14.14'
514.14
500.20' (8" SDR-26 PVC) MH 4
500.00' (8" DIP)
206' @ 3.29%
MH 1
502.00' (8" SDR-35 PVC) MH 2
516.68
(8" SDR-35 PVC) MH 9
505.19
164.1 3.18%
MH 4
11.46'
518.5
(8� SDR-35 PVC) MH 5
SDR-26 PVC)
MH 3
�'
5 5 5
MH 5
8.51'
629.@
(8" SDR-35 PVC) MH 6
51t-06' (8" SDR-35 PVC)
MH 4
MH 6
8.67'
531.21
53r1.2
' (8" SDR-35 PVC) MH 7
522.35
S22..68' (8" SDR-35 PVC)
MH 5
MH 7
8.65'
52F. 9' (8" SDR-35 PVC) MH 8
' (8" SDR-35 PVC)
60 6 04°/
MH 6
MH 8
5.86'
' (8" SDR-35 PVC)
1 °
MH 7
MH 9
9.68'
Sg6.6$
S07.2 (8" SDR-35 PVC) MH 10
56�-90' (8" SDR-35 PVC)
MH 4
MH 10
8.69'
sq,:.B
699.90' (8" SDR-35 PVC) MH 11
569-�9' (8" SDR-35 PVC)
MH 9
MH 11
7.59'
526.59
599.26' (8" SDR-35 PVC) MH 12
� ' (8" SDR-35 PVC)
MH 10
MH 12
9.48'
529.22
�' (8" SDR-35 PVC) MH 13
549.F ' (8" SDR-35 PVC)
°
MH 11
MH 13
11.91'
537.71
5474W
' (8" SDR-35 PVC) MH 14
525.85
926.99' (8" SDR-35 PVC)
153.79 4.05%
MH 12
5n' (8" SDR-35 PVC) MH 19
MH 14
12.01'
54pp.p4
5g-�
528=36 (8„ SDR-35 PVC) MH 48
52$=46, (8„ SDR-35 PVC)11MH
13
MH 14A
10.52'
549.42
539.10' (8" SDR-35 PVC) MH 15
538.90' (8" SDR-35 PVC)
107' @ 4.41%
MH 29
539.10' (8" SDR-35 PVC) MH 47
MH 15
7.27'
555.07
547.80' (8" SDR-35 PVC)
140' @ 6.22%
MH 14A
MH 19
6.84'
554.3
588.59' (8" SDR-35 PVC)
°
MH 13
MH 20
9.73'
521.03
511.50' (8" SDR-35 PVC) MH 21
511.30' (8" SDR-35 PVC)
173' @ 3.42%
MI-12
511.50' (8" SDR-35 PVC) MH 26
MH 21
9.92'
522.92
513.20' (8" SDR-35 PVC) MH 22
513.00' (8" SDR-35 PVC)
158' @ 0.95%
MH 20
MH 22
9.95'
523.85
514.10' (8" SDR-35 PVC) MH 24
513.90' (8" SDR-35 PVC)
85' @ 0.83%
MH 21
MH 24
9.46'
524.66
515.40' (8" SDR-35 PVC) MH 25
515.20' (8" SDR-35 PVC)
73' @ 1.51 %
MH 22
MH 25
8.99'
525.69
516.90' (8" SDR-35 PVC) MH 36 (OUTSIDE DROP)
516.70' (8" SDR-35 PVC)
92' @ 1.41 %
MH 24
MH 26
8.93'
522.23
513.50' (8" SDR-35 PVC) MH 27
513.30' (8" SDR-35 PVC)
101' @ 1.77%
MH 20
513.50' (8" SDR-35 PVC) MH 30
MH 27
9.22'
529.92
F 520.90' (8" SDR-35 PVC) MH 28
520.70' (8" SDR-35 PVC)
209' @ 3.44%
MH 26
SANITARY SEWER SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
MH 28
10.40'
539.30
529.20' (8" SDR-35 PVC) MH 29
529.10' (8" SDR-35 PVC) MH 31
528.90' (8" SDR-35 PVC)
212' @ 3.78%
MH 27
MH 29
11.56'
545.56
534.20' (8" SDR-35 PVC) MH 14A
534.00' (8" SDR-35 PVC)
160, @ 2.99%
MH 28
MH 30
5.92'
525.12
519.20' (8" SDR-35 PVC)
235' @ 2.43%
MH 26
MH 31
10.76'
540.26
529.50' (8" SDR-35 PVC) MH 32
531.00' (8" SDR-35 PVC) MH 33
529.50' (8" SDR-35 PVC)
80' @ 0.50%
MH 28
MH 32
11.28'
541.97
530.69' (8" SDR-35 PVC)
175' @ 0.68%
MH 31
MH 33
7.25'
544.55
537.30' (8" SDR-35 PVC)
187' @ 3.37%
MH 31
MH 35
5.58'
530.03
524.46' (8" SDR-35 PVC)
272' @ 0.72%
MH 36 (OUTSIDE DROP)
MH 36 (OUTSIDE DROP)
9.45'
528.05
518.80' (8" SDR-35 PVC) MH 37
522.50' (8" SDR-35 PVC) MH 35
518.60' (8" SDR-35 PVC)
111' @ 1.53%
MH 25
MH 37
11.44'
544.24
533.00' (8" SDR-35 PVC) MH 38
532.80' (8" SDR-35 PVC)
293' @ 4.78%
MH 36 (OUTSIDE DROP)
MH 38
10.75'
548.65
538.10' (8" SDR-26 PVC) MH 39
537.90' (8" SDR-35 PVC)
87, @ 5.63%
MH 37
MH 39
10.95'
553.25
542.50' (8" SDR-35 PVC) MH 43
542.30' (8" SDR-26 PVC)
77, @ 5.46%
MH 38
MH 43
5.95'
556.85
550.90' (8" SDR-35 PVC)
153' @ 5.48%
MH 39
MH 44
19.93'
528.73
509.20' (8" SDR-35 PVC) MH 45
508.80' (8" DIP)
293' @ 5.39%
EX MH 2
MH 45
9.48'
525.28
516.00' (8" SDR-35 PVC) MH 46
515.80' (8" SDR-35 PVC)
79' @ 8.36%
MH 44
MH 46
5.92'
523.32
517.40' (8" SDR-35 PVC)
52' @ 2.69%
MH 45
MH 47
5.51'
545.11
539.60' (8" SDR-35 PVC)
83' @ 0.60%
MH 14A
MH 48
9.94'
542.9�
533-99' (8" SDR-35 PVC)
MH 14
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
M5397# 9O {/ . . ,A�fj ffi
'�'••7 r
' SEAL r: 1
050771
} '�'c�r�`•''
`Ilm SCO T`
{rill o
6/12/2024
E
0
c.�
o �
o
� E
N
w v E
= z
H a,
a .5
�
U N
� 6L N 0�
Lu
0 M
0- 2 00
C7 1 a; rn
Z J M
X
c
l c � LL
�Ln
= C �
L ID
H 0�
o rn
Lnrn
J
W
I-
0 N
Ln
l0
�13
�13
Q
J
O
z
O
ui
z
O Q =
U a w
W Q �
U z
Oz O_
> 8 z
ui
U
11�
M
M
M
M
M
N
N
N
N
N
w
0
0
000
N
N
N
N
N
Q
M
Ln
m
,--I
O
i
O
N
M
N
\
\
\
\
\
N
t0
00
O
1-4
000.-4.-4
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
NTS
LL
O
U
(w
V
w
V)
r
J
D
,,\„\„\Img\NC 811 L❑G❑,png
JOB NO.
50560
SHEET NO.
ASB3.3

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
EDocuSi,gned by:
bin.a��,aln���W4i�t,�1►J{
2653976f9G ". •CA��„f}
\\ �� 10 /
F•7 r
' SEAL r
C.- ; 050771
INLETTYPE STRUCTURE A TE IL° C Qm°n�EETI Qm(TOTny Q-AOTY PIPELENGTHSTOPPEISZE DESIGNUP
PIPESLOPE UPPERINV LOWERINV RIM ELEV UP RIMELEVDOWN HGLUP HGLDOWN rfINIE
1 41`
�fllf f1
FROM TO (AC) (MIN) (IN/HR) ICES) ICES) ICES) (FT) (IN) (50) (FT) (FT) (FT) (FT) (Fr) (FT) 6/12/2024
GRATE DI 1A OUT 0.29 23.3 3.97 0.65 1.33 75.99 111.28 67 48 RCP 0.60 502.90 502.50 515.54 506.92 505.54 504.93
COMB CB2 DI 1A 0.38 23.1 3.99 0.65 1.75 68.66 79.57 128 42 RCP 0.63 503.80 503.00 514.12 515.54 506.39 505.54
COMB CB 3 CB 2 0.14 23.0 4.00 0.65 0.64 47.70 86.59 27 42 RCP 0.74 504.10 503.90 514.12 514.12 506.25 506.39
COMB CB 4 CB 3 0.12 22.8 4.02 0.65 0.55 47.56 71.32 80 42 RCP 0.50 504.60 504.20 515.32 514.12 506.75 506.29
COMB CB 5A CB 4 0.05 22.5 4.05 0.65 0.23 37.64 53.14 126 36 RCP 0.63 505.50 504.70 520.15 515.32 507.49 506.75
COMB CB 6 CB 5A 0.19 22.4 4.05 0.65 0.87 37.17 48.36 43 30 RCP 1.39 506.40 505.80 521.14 520.15 508.46 507.49
COMB CB 52 CB 6 0.31 14.0 5.06 0.65 1.43 17.38 21.61 116 18 RCP 4.23 518.40 513.50 524.13 521.14 519.84 514.52 Ul
^O
COMB CB 54 CB 52 0.26 13.8 5.10 0.65 1.20 15.03 22.30 164 18 RCP 4.51 525.90 518.50 530.37 524.13 527.31 519.84 lD 0
COMB CB 55 CB 54 0.18 13.4 5.15 0.65 0.83 13.34 19.26 175 18 RCP 3.36 531.90 526.00 538.43 530.37 533.26 527.31 N E
COMB CB 56 CB 55 0.26 7.8 6.27 0.65 1.20 9.47 15.37 117 18 RCP 2.14 535.30 532.80 543.09 538.43 536.49 533.65 41 U >= z
COMB CB 57 CB 56 0.36 7.7 6.29 0.65 1.65 8.44 11.07 27 18 RCP 1.11 535.70 535.40 543.44 543.09 536.82 536.49 = z
COMB CB 58 CB 57 0.14 7.0 6.47 0.65 0.64 4.08 18.96 74 18 RCP 3.26 540.50 538.10 547.62 543.44 541.27 538.57 �_ Q
COMB CB 101 CB 58 0.02 6.1 6.72 0.65 0.09 3.63 27.06 111 18 RCP 6.64 547.90 540.50 553.81 547.62 548.63 541.27 F- C31 � (n
COMB CB 102 CB 101 0.07 5.8 6.82 0.65 0.32 3.59 21.27 41 18 RCP 4.10 549.70 548.00 555.41 553.81 550.42 548.6315 Q N � i--i W
COMB CB 103 CB 102 0.17 5.3 6.98 0.65 0.78 3.36 16.86 58 18 RCP 2.58 551.30 549.80 556.47 555.41 552.00 550.42 0 U Cu N > Q O
COMB CB 104 CB 103 0.57 5.0 7.07 0.65 2.62 2.62 14.29 27 18 RCP 1.85 551.90 551.40 556.47 556.47 552.51 552.00 CC H _ ,--I � i--i
COMB CB 7 CB 6 0.16 22.4 4.06 0.65 0.74 22.79 43.23 27 30 RCP 1.11 506.80 506.50 521.48 521.14 508.42 508.46 Q ILL 00 Z .--I �
COMB CBS CB 7 0.18 22.2 4.08 0.65 0.83 21.13 34.00 58 30 RCP 0.69 507.30 506.90 522.36 521.48 508.86 508.42 W Q O
COMB CB 9A CBS 0.05 21.9 4.10 0.65 0.23 20.26 32.82 94 30 RCP 0.64 508.00 507.40 523.39 522.36 509.53 508.86 U- r1j
_ .-1 00 O Q � O Lu Z
COMB CB 10 CB 9A 0.14 21.6 4.13 0.65 0.64 19.73 29.21 99 30 RCP 0.51 508.60 508.10 524.57 523.39 510.11 509.61 (7 2 m d O
COMB CB 11 CB 10 0.12 21.3 4.16 0.65 0.55 18.81 30.90 106 30 RCP 0.57 509.30 508.70 525.85 524.57 510.77 511.05 z W 3 Cn Ci � W
COMB CB 12 CB 11 0.07 20.9 4.20 0.65 0.32 17.24 29.28 98 30 RCP 0.51 509.90 509.40 527.37 525.85 511.30 510.78 J (n U a W Q
DauCOMB CB 30 CB 12 0.11 20.3 4.26 0.65 0.51 4.23 22.84 127 18 RCP 4.73 523.10 517.10 533.55 527.37 523.89 517.54 �j Q X � a O W
w >
COMB CB 29 CB 30 0.04 18.2 4.50 0.65 0.18 1.46 30.51 160 18 RCP 8.44 536.70 523.20 543.28 533.55 537.15 523.89 444�� 0 LL 0 Q 1- m J Q
COMB CB 17 CB 29 0.04 15.1 4.90 0.65 0.18 0.45 16.41 65 18 RCP 2.44 538.40 536.80 545.91 543.28 538.65 537.15 0 CY ,--I U Z 5 M
COMB CB 28 CB 17 0.04 7.9 6.25 0.65 0.18 0.41 23.32 112 18 RCP 4.93 544.00 538.50 553.17 545.91 544.24 538.65 � � z � O z U
COMB CB 18 CB 28 0.06 5.0 7.07 0.65 0.28 0.28 18.05 27 18 RCP 2.95 547.20 546.40 552.94 553.17 547.39 546.53 = C � 0 1--
COMB Q }
CB 32 CB 12 0.03 16.2 4.74 0.65 0.14 11.22 19.53 67 24 RCP 0.75 510.60 510.10 528.83 527.37 511.80 511.30�Ptm~ O U) O W Y > U
COMB CB 33 CB 32 0.10 15.8 4.79 0.65 0.46 10.38 16.26 97 24 RCP 0.52 511.20 510.70 530.08 528.83 512.36 511.86 OO Lu
> U Z U z
GRATE DI 39 CB 33 0.19 10.7 5.64 0.65 0.87 4.92 22.49 129 18 RCP 4.59 528.40 522.50 535.50 530.08 529.25 522.98 la CD Cn Z Q W
GRATE DI 41 DI 39 0.37 9.6 5.85 0.65 1.70 4.37 26.95 167 18 RCP 6.59 539.50 528.50 543.45 535.50 540.30 529.25 O �-n W
GRATE DI 137 DI 41 0.26 8.6 6.07 0.65 1.20 3.08 15.39 116 18 RCP 2.15 542.10 539.60 546.14 543.45 542.77 540.30 J U Q Ci
GRATE DI 138 DI 137 0.26 7.2 6.44 0.65 1.20 2.18 19.49 116 18 RCP 3.44 546.20 542.20 550.13 546.14 546.76 542.77 � ; U
GRATE DI 139 DI 138 0.26 5.0 7.07 0.65 1.20 1.20 19.99 88 18 RCP 3.63 549.50 546.30 553.82 550.13 549.91 546.76 >w O
COMB CB 78 CB 2 0.23 14.9 4.92 0.65 1.06 24.73 28.58 88 24 RCP 1.60 509.00 507.60 515.24 514.12 510.75 509.04 > 0
COMB CB 79 CB 78 0.38 14.6 4.98 0.65 1.75 15.46 38.75 119 24 RCP 2.94 512.60 509.10 518.70 515.24 514.02 510.75 W Ln W
COMB CB 80 CB 79 0.13 14.5 4.99 0.65 0.60 14.27 30.78 27 24 RCP 1.85 513.20 512.70 518.70 518.70 514.56 514.02
COMB CB 81 CB 80 0.16 14.2 5.03 0.65 0.74 13.97 49.67 89 24 RCP 4.82 517.60 513.30 523.59 518.70 518.94 514.56 U)
COMB CB 82 CB 81 0.12 13.8 5.09 0.65 0.55 13.59 54.26 99 24 RCP 5.76 523.40 517.70 530.66 523.59 524.73 518.94
COMB CB 83 CB 82 0.15 13.7 5.11 0.65 0.69 12.59 21.91 83 18 RCP 4.35 527.10 523.50 536.68 530.66 528.44 524.73 0
COMB CB 84 CB 83 0.10 11.6 5.47 0.65 0.46 12.98 15.84 88 18 RCP 2.28 529.20 527.20 540.09 536.68 530.55 528.44
COMB CB 85 CB 84 0.02 11.3 5.52 0.65 0.09 12.62 12.20 111 18 RCP 1.35 530.80 529.30 541.58 540.09 532.14 530.58 U
COMB CB 86 CB 85 0.02 11.2 5.54 0.65 0.09 12.61 13.42 67 18 RCP 1.63 532.00 530.90 542.07 541.58 533.34 532.14
GRATE DI 111 CB 86 0.31 10.6 5.66 0.65 1.43 5.96 7.90 142 18 RCP 0.57 532.90 532.10 538.63 542.07 533.85 533.34 0
GRATE DI 110 DI 111 0.47 1Q1 5.75 0.65 2.16 4.89 8.30 80 18 RCP 0.62 533.50 533.00 537.88 538.63 534.35 534.05
GRATE DI 112 DI 110 0.28 9.2 5.96 0.65 1.29 3.25 14.54 120 18 RCP 1.92 535.90 533.60 540.17 537.88 536.59 534.35
GRATE DI 113 DI 112 0.28 7.7 6.29 0.65 1.29 2.29 22.47 120 18 RCP 4.58 541.50 536.00 545.88 540.17 542.07 536.59 44 M M M M M
LLI N N N N N
GRATE DI114 DI 113 0.28 5.0 7.07 0.65 1.29 1.29 24.25 120 18 RCP 5.33 548.00 541.60 552.08 545.88 548.42 542.07 O O O O O
GRATE DI 73 CB 4 0.73 11.1 5.57 0.65 3.36 13.31 17.82 31 18 RCP 2.88 507.60 506.70 512.62 515.32 508.96 507.67 W w N N N N N
< rUm-m
GRATE DI 74 DI 73 0.40 10.5 5.67 0.65 1.84 10.87 15.83 207 18 RCP 2.27 512.40 507.70 516.81 512.62 513.66 508.96 = Q M Ln Q1 .--I IS
GRATE DI 75 DI 74 0.49 10.2 5.74 0.65 2.25 9.51 16.88 120 18 RCP 2.58 515.60 512.50 520.00 516.81 516.79 513.66 U +� O N M N
Q�--------
GRATE DI 76 DI 75 0.38 9.7 5.84 0.65 1.75 7.82 24.58 139 18 RCP 5.48 523.30 515.70 527.52 520.00 524.38 516.79 IN l0 00 0 T--I
GRATE DI 77 DI 76 0.27 9.3 5.94 0.65 1.24 6.48 20.07 107 18 RCP 3.65 527.30 523.40 531.57 527.52 528.28 524.38 z O O O -I rl
COMB CB 98 DI 77 0.04 8.8 6.05 0.65 0.18 5.54 22.44 103 18 RCP 4.57 532.10 527.40 540.76 531.57 533.01 528.28
COMB CB 99 CB 98 0.06 5.4 6.95 0.65 0.28 2.30 27.29 80 18 RCP 6.75 538.40 533.00 544.87 540.76 538.97 533.29 DATE
COMB CB105 CB 99 0.45 5.0 7.07 0.65 2.07 2.07 14.29 27 18 RCP 1.85 540.50 540.00 544.87 544.87 541.04 540.39 > I1 29 2023
COMB CB 140 CB 86 0.02 6.1 6.75 0.65 0.09 1.36 19.17 27 18 RCP 3.33 537.40 536.50 542.07 542.07 537.84 536.77 / /
FES FES 141 CB 140 0.29 5.0 7.07 0.65 1.33 1.33 15.20 48 18 RCP 2.10 538.50 537.50 540.21 542.07 538.93 537.84
COMB CB 16 CB 29 0.32 5.0 7.07 0.65 1.47 1.47 16.91 27 18 RCP 2.59 538.00 537.30 542.94 543.28 538.45 537.60
FES FE5142 C886 1.55 5.0 7.07 0.65 7.13 7.13 28.11 49 18 RCP 7.17 540.00 536.50 541.71 542.07 541.03 537.02
DRAWN BY
GRATE DI 59 CB 57 0.32 7.4 6.37 0.90 2.04 3.04 8.00 34 18 RCP 0.58 536.00 535.80 540.60 543.44 536.66 536.82 y
GRATE DI 60 DI 59 0.21 5.0 7.07 0.90 1.34 1.34 14.50 110 18 RCP 1.91 538.20 536.10 542.74 540.60 538.63 536.66 331
COMB CB 61 CB 55 0.38 13.1 5.20 0.90 2.42 5.01 8.06 68 18 RCP 0.59 532.40 532.00 540.36 538.43 533.26 533.26
COMB CB 62 CB 61 0.20 11.5 5.49 0.90 1.27 1.33 11.25 96 18 RCP 1.15 533.60 532.50 541.86 540.36 534.03 533.26
COMB CB63 CB62 0.07 5.0 7.07 0.90 0.45 0.45 16.11 98 18 RCP 2.35 537.00 534.70 543.96 541.86 537.25 534.87 • DESIGNED BY
COMB CB 64 CB 61 0.13 6.6 6.59 0.90 0.83 2.49 9.29 115 18 RCP 0.78 534.60 533.70 541.67 540.36 535.20 534.23
COMB CB 65 CB 64 0.29 5.0 7.07 0.90 1.85 1.85 9.35 101 18 RCP 0.79 535.50 534.70 541.40 541.67 536.01 535.20 • 331
COMB CB 106 CB 98 0.13 8.5 6.10 0.65 0.60 3.41 9.04 27 18 RCP 0.74 532.40 532.20 540.76 540.76 533.10 533.01
COMB CB 107 CB 106 0.33 7.4 6.37 0.65 1.52 3.02 7.92 123 18 RCP 0.57 533.20 532.50 537.97 540.76 533.86 533.14
COMB CB108 CB107 0.24 6.1 6.74 0.65 1.10 1.75 7.26 84 18 RCP 0.48 533.70 533.30 538.76 537.97 534.20 533.86 • CHECKED BY
COMB CB 109 CB 108 0.16 5.0 7.07 0.65 0.74 0.74 9.04 27 18 RCP 0.74 534.00 533.80 538.76 538.76 534.32 534.20
COMB CB98 CB83 0.02 5.0 7.07 0.65 0.09 0.09 23.00 27 18 RCP 4.80 532.90 531.60 536.82 536.68 533.01 531.67 • M. ZACCARDO
GRATE DI 122 DI 1A 0.25 9.4 5.90 0.65 1.15 5.10 15.26 170 18 RCP 2.11 513.00 509.40 516.71 515.54 513.87 510.00
GRATE DI 123 DI 122 0.22 8.4 6.14 0.65 1.01 4.31 21.81 160 18 RCP 4.31 520.00 513.10 524.20 516.71 520.80 513.87
GRATE DI124 DI123 0.38 7.2 6.43 0.65 1.75 3.60 22.92 153 18 RCP 4.76 527.40 520.10 531.89 524.20 528.12 520.80 • SCALE
GRATE DI 125 DI 124 0.48 5.0 7.07 0.65 2.21 2.21 20.30 163 18 RCP 3.74 533.60 527.50 537.69 531.89 534.16 528.12
COMB CB 66 CB 54 0.29 5.0 7.07 0.65 1.33 1.33 11.20 35 18 RCP 1.14 527.10 526.70 531.62 530.37 527.53 527.31 • n,Tc
COMB CB 90 CB 82 0.20 5.0 7.07 0.65 0.92 0.92 11.06 27 18 RCP 1.11 526.40 526.10 530.80 530.66 526.76 526.39 ' V / S
COMB CB 14 CB 30 0.28 5.0 7.07 0.65 1.29 1.29 12.78 27 18 RCP 1.48 526.40 526.00 533.21 533.55 526.82 526.32 •
GRATE DI 31 CB 30 0.23 8.0 6.24 0.90 1.46 2.58 8.80 43 18 RCP 0.70 523.50 523.20 528.90 533.55 524.11 523.89
GRATE DI 31A DI 31 0.13 5.7 6.85 0.90 0.83 1.42 7.74 110 18 RCP 0.54 524.20 523.60 527.98 528.90 524.65 524.11 •
GRATE DI 31B DI 31A 0.10 5.0 7.07 0.90 0.64 0.64 7.51 16 18 RCP 0.51 524.38 524.30 539.75 527.98 524.68 524.65
COMB CB 143 CB 32 0.28 5.0 7.07 0.65 1.29 1.29 21.19 27 18 RCP 4.07 524.10 523.00 528.84 528.83 524.52 523.25 •
COMB CB 34 CB 33 0.05 15.3 4.87 0.65 0.23 5.98 20.55 73 24 RCP 0.83 511.90 511.30 529.07 530.08 512.76 513.25
COMB CB 37 CB 34 0.21 5.0 7.07 0.65 0.97 0.97 10.95 28 18 RCP 1.09 522.00 521.70 528.91 529.07 522.37 522.00
COMB CB 43 CB 12 0.44 6.7 6.56 0.90 2.80 4.60 11.22 35 18 RCP 1.14 520.40 520.00 528.22 527.37 521.22 520.67
COMB CB 44 CB 43 0.34 5.0 7.07 0.90 2.16 2.16 12.20 126 18 RCP 1.35 522.20 520.50 529.49 528.22 522.76 521.22
COMB CB 13 CB 11 0.22 5.0 7.07 0.65 1.01 1.01 15.45 28 18 RCP 2.16 520.00 519.40 525.58 525.85 520.37 519.66
COMB CB 70 CB 52 0.15 6.1 6.75 0.65 0.69 1.93 9.04 27 18 RCP 0.74 518.70 518.50 524.47 524.13 519.22 519.84
GRATE DI 47 CB 70 0.21 5.0 7.07 0.90 1.34 1.34 10.80 48 18 RCP 0.63 519.10 518.80 522.50 524.47 519.53 519.22
COMB CB 35 CB 34 0.16 14.9 4.92 0.65 0.74 5.22 6.94 91 18 RCP 0.44 512.40 512.00 525.31 529.07 513.37 512.97
COMB CB 36 CB 35 0.28 14.5 4.98 0.65 1.29 4.76 7.43 80 18 RCP 0.50 512.90 512.50 523.13 525.31 513.88 513.75 IL
GRATE DI 131 CB 36 0.01 13.7 5.11 0.65 0.05 2.22 7.51 78 18 RCP 0.51 513.40 513.00 519.48 523.13 513.96 514.23
GRATE DI 132 DI 131 0.21 12.9 5.25 0.65 0.97 2.25 8.17 83 18 RCP 0.61 514.00 513.50 517.88 519.48 514.57 514.04
GRATE DI 133 DI 132 0.22 10.7 5.64 0.65 1.01 1.65 16.42 147 18 RCP 2.45 517.70 514.10 521.74 517.88 518.18 514.57
GRATE DI 134 DI 133 0.09 8.1 6.21 0.65 0.41 0.93 8.50 92 18 RCP 0.66 518.40 517.80 522.50 521.74 518.76 518.18
GRATE DI 135 DI 134 0.14 5.0 7.07 0.65 0.64 0.64 18.10 67 18 RCP 2.97 520.50 518.50 523.87 522.50 520.80 518.76
COMB CB 92 CB 78 0.30 10.4 5.69 0.65 1.38 10.06 16.91 27 18 RCP 2.59 510.20 509.50 515.24 515.24 511.42 510.75
COMB CB 121 CB 92 0.18 10.2 5.73 0.65 0.83 9.02 12.05 76 18 RCP 1.32 511.30 510.30 516.40 515.24 512.46 511.42
COMB CB 117 CB 121 0.18 9.9 5.80 0.65 0.83 8.44 9.69 106 18 RCP 0.85 512.30 511.40 517.80 516.40 513.42 512.48
COMB CB 96 CB 117 0.38 5.4 6.95 0.65 1.75 3.93 20.04 148 18 RCP 3.64 517.90 512.50 522.62 517.80 518.66 513.42
COMB CB 97 CB 96 0.49 5.0 7.07 0.65 2.25 2.25 14.98 29 18 RCP 2.04 518.60 518.00 523.32 522.62 519.17 518.66
GRATE DI 136 CB 36 0.52 5.0 7.07 0.65 2.39 2.39 27.54 45 18 RCP 6.88 520.50 517.40 525.00 523.13 521.08 517.70
COMB CB 49 CB 10 0.26 5.0 7.07 0.65 1.20 1.20 16.78 27 18 RCP 2.55 517.90 517.20 524.18 524.57 518.31 517.47
GRATE DI 118 CB 117 0.34 9.5 5.88 0.65 1.56 3.52 12.28 51 18 RCP 1.37 513.30 512.60 519.18 517.80 514.01 513.42 L / /r
GRATE DI 119 DI 118 0.37 8.4 6.13 0.65 1.70 2.31 18.71 98 18 RCP 3.17 516.50 513.40 520.91 519.18 517.07 514.01 Q \�
GRATE DI 120 DI 119 0.21 5.0 7.07 0.65 0.97 0.97 22.45 112 18 RCP 4.57 521.70 516.60 526.08 520.91 522.07 517.07
COMB CB 9B CB 9A 0.20 5.0 7.07 0.65 0.92 0.92 28.53 27 18 RCP 7.38 518.40 516.40 523.07 523.39 518.76 516.58 ' J
GRATE DI 126 DI 1A 0.35 10.9 5.60 0.65 1.61 4.95 15.04 151 18 RCP 2.05 508.40 505.30 513.19 515.54 509.25 505.89 , ` O
Lu
GRATE DI 127 DI 126 0.30 9.3 5.92 0.65 1.38 3.89 15.96 225 18 RCP 2.31 513.70 508.50 518.15 513.19 514.45 509.25 v Q
GRATE DI 128 DI 127 0.11 7.3 6.39 0.65 0.51 2.95 7.57 211 18 RCP 0.52 514.90 513.80 518.31 518.15 515.55 514.45
GRATE DI129 DI128 0.16 6.7 6.57 0.65 0.74 2.56 7.54 58 18 RCP 0.52 515.30 515.00 519.22 518.31 515.91 515.60 O U
GRATE DI 130 DI 129 0.44 5.0 7.07 0.65 2.02 2.02 13.07 116 18 RCP 1.55 517.20 515.40 521.21 519.22 517.74 515.91
COMB CB SOA CB 8 0.20 5.0 7.07 0.65 0.92 0.92 8.31 32 18 RCP 0.63 515.40 515.20 522.21 522.36 515.76 515.54 z = Q
COMB CB 51A CB 7 0.16 7.1 6.46 0.90 1.02 2.09 16.62 44 18 RCP 2.51 514.80 513.70 522.70 521.48 515.35 514.06 w
COMB CB 51B CB 51A 0.20 5.0 7.07 0.90 1.27 1.27 14.06 89 18 RCP 1.79 516.50 514.90 523.96 522.70 516.92 515.35 Vuj
/ O
GRATE DI 46 CB 11 0.21 5.0 7.07 0.90 1.34 1.34 18.29 45 18 RCP 1.80 515.10 514.30 522.62 525.85 515.53 514.57
COMB CB 5B CB 5A 0.15 5.0 7.07 0.65 0.69 0.69 26.34 27 18 RCP 6.29 514.40 512.70 520.14 520.15 514.71 512.87 z ,
COMB CB 94 CB 117 0.27 5.0 7.07 0.65 1.24 1.24 15.65 27 18 RCP 2.22 513.00 512.40 517.80 517.80 513.42 513.42 z O I U
COMB CB 72A CB 4 0.10 5.0 7.07 0.65 0.46 0.46 17.94 31 18 RCP 2.92 511.10 510.20 515.78 515.32 511.35 510.37 w
U
J vow
Q UJuQ
z w
�z
z
o Q Q
lcc �a�
U Q 0
= Q
a
p �O
z �
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
0
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. -
JOB NO.
.,\„\„\Img\NC 811 L❑G❑,png 50560
SHEET NO.
ASB4.0
STORM DRAINAGE SCHEDULE
STRUCTURE
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
UP
DOWN
CB 2
10.32'
514.12
503.90' (42" RCP) CB 3
503.80' (42" RCP)
128' @ 0.63%
DI 1A
507.60' (24" RCP) CB 78
CB 3
10.02'
514.12
504.20' (42" RCP) CB 4
504.10' (42" RCP)
27' @ 0.74%
CB 2
504.70' (36" RCP) CB 5A
CB 4
10.72'
515.32
506.70' (18" RCP) DI 73
504.60' (42" RCP)
80' @ 0.50%
CB 3
510.20' (18" RCP) CB 72A
CB 5A
14.65'
520.15
505.80' (30" RCP) CB 6
505.50' (36" RCP)
126' @ 0.63%
CB 4
512.70' (18" RCP) CB 5B
CB 5B
5.74'
520.14
514.40' (18" RCP)
27' @ 6.29%
CB 5A
CB 6
14.74'
521.14
513.50' (18" RCP) CB 52
506.40' (30" RCP)
43' @ 1.39%
CB 5A
506.50' (30" RCP) CB 7
CB 7
14.68'
521.48
506.90' (30" RCP) CB 8
506.80' (30" RCP)
27' @ 1.11 %
CB 6
513.70' (18" RCP) CB 51A
CB 8
15.06'
522.36
507.40' (30" RCP) CB 9A
507.30' (30" RCP)
58' @ 0.69%
CB 7
515.20' (18" RCP) CB 50A
CB 9A
15.39'
523.39
508.10' (30" RCP) CB 10
508.00' (30" RCP)
94' @ 0.64%
CB 8
516.40' (18" RCP) CB 9B
CB 9B
4.6T
523.07
518.40' (18" RCP)
2T @ 7.38%
CB 9A
CB 10
15.97'
S24.57
508.70' (30" RCP) CB 11
508.60' (30" RCP)
99' @ 0.51 %
CB 9A
517.20' (18" RCP) CB 49
509.40' (30" RCP) CB 12
CB 11
16.55'
525.85
519.40' (18" RCP) CB 13
509.30' (30" RCP)
106' @ 0.57%
CB 10
514.30' (18" RCP) DI 46
517.10' (18" RCP) CB 30
CB 12
17.47'
527.37
510.10' (24" RCP) CB 32
509.90' (30" RCP)
98' @ 0.51%
CB 11
520.00' (18" RCP) CB 43
CB 13
5.58'
525.58
520.00' (18" RCP)
28' @ 2.16%
CB 11
CB 14
6.81'
533.21
526.40' (18" RCP)
27' @ 1.48%
CB 30
CB 16
4.94'
542.94
538.00' (18" RCP)
27' @ 2.59%
CB 29
CB 17
7.51'
545.91
538.50' (18" RCP) CB 28
538.40' (18" RCP)
65' @ 2.44%
CB 29
CB 18
5.74'
552.94
547.20' (18" RCP)
27' @ 2.95%
CB 28
CB 28
9.17'
553.17
546.40' (18" RCP) CB 18
544.00' (18" RCP)
112' @ 4.93%
CB 17
CB 29
6.58'
543.28
536.80' (18" RCP) CB 17
536.70' (18" RCP)
160' @ 8.44%
CB 30
537.30' (18" RCP) CB 16
523.20' (18" RCP) CB 29
CB 30
10.45'
533.55
526.00' (18" RCP) CB 14
523.10' (18" RCP)
127' @ 4.73%
CB 12
523.20' (18" RCP) DI 31
CB 32
18.23'
528.83
510.70' (24" RCP) CB 33
510.60' (24" RCP)
67' @ 0.75%
CB 12
523.00' (18" RCP) CB 143
CB 33
18.88'
530.08
522.50' (18" RCP) DI 39
511.20' (24" RCP)
97' @ 0.52%
CB 32
511.30' (24" RCP) CB 34
CB 34
17.17'
529.07
521.70' (18" RCP) CB 37
511.90' (24" RCP)
73' @ 0.83%
CB 33
512.00' (18" RCP) CB 35
CB 35
12.91'
525.31
512.50' (18" RCP) CB 36
512.40' (18" RCP)
91' @ 0.44%
CB 34
CB 36
10.23'
523.13
513.00' (18" RCP) DI 131
512.90' (18" RCP)
80' @ 0.50%
CB 35
517.40' (18" RCP) DI 136
CB 37
6.91'
528.91
522.00' (18" RCP)
28' @ 1.09%
CB 34
CB 43
7.82'
528.22
520.50' (18" RCP) CB 44
520.40' (18" RCP)
35' @ 1.14%
CB 12
CB 44
7.29'
529.49
522.20' (18" RCP)
126' @ 1.35%
CB 43
CB 49
6.28'
524.18
517.90' (18" RCP)
27' @ 2.55%
CB 10
CB 50A
6.81'
522.21
515.40' (18" RCP)
32' @ 0.63%
CB 8
CB 51A
7.90'
522.70
514.90' (18" RCP) CB 516
514.80' (18" RCP)
44' @ 2.51%
CB 7
CB 51B
7.46'
523.96
516.50' (18" RCP)
89' @ 1.79%
CB 51A
CB 52
5.73'
524.13
518.50' (18" RCP) CB 54
518.40' (18" RCP)
116' @ 4.23%
CB 6
518.50' (18" RCP) CB 70
CB 54
4.47'
530.37
526.00' (18" RCP) CB 55
525.90' (18" RCP)
164' @ 4.51 %
CB 52
526.70' (18" RCP) CB 66
CB 55
6.53'
538.43
532.80' (18" RCP) CB 56
531.90' (18" RCP)
175' @ 3.36%
CB 54
532.00' (18" RCP) CB 61
CB 56
7.79'
543.09
535.40' (18" RCP) CB 57
535.30' (18" RCP)
117' @ 2.14%
CB 55
CB 57
7.74'
543.44
538.10' (18" RCP) CB 58
535.70' (18" RCP)
27' @ 1.11%
CB 56
535.80' (18" RCP) DI 59
CB 58
7.12'
547.62
540.50' (18" RCP) CB 101
540.50' (18" RCP)
74' @ 3.26%
CB 57
CB 61
7.96'
540.36
532.50' (18" RCP) CB 62
532.40' (18" RCP)
68' @ 0.59%
CB 55
533.70' (18" RCP) CB 64
CB 62
8.26'
541.86
534.70' (18" RCP) CB 63
533.60' (18" RCP)
96' @ 1.15%
CB 61
CB 63
6.96'
543.96
537.00' (18" RCP)
98' @ 2.35%
CB 62
CB 64
7.0T
541.67
534.70' (18" RCP) CB 65
534.60' (18" RCP)
115' @ 0.78%
CB 61
CB 65
5.90'
541.40
535.50' (18" RCP)
101' @ 0.79%
CB 64
CB 66
4.52'
531.62
527.10' (18" RCP)
35' @ 1.14%
CB 54
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB 70
5.77'
524.47
518.80' (18" RCP) DI 47
518.70' (18" RCP)
27' @ 0.74%
CB 52
CB 72A
4.68'
515.78
511.10' (18" RCP)
31' @ 2.92%
CB 4
CB 78
6.24'
51$�5�.3�2
.' ' (24" RCP) CB 79
�18" RCP) CB 92
r�(24" RCP )
"�
o
CB 2
CB 79
6.10'
24" RCP) CB 80
.(24" RCP)
° CB 78
CB 80
5.50'
.� (24" RCP) CB 81
� (24" RCP)
CB 79
CB 81
5.99'
�Z3-5�
(24" RCP) CB 82
(24" RCP)
7
CB 80
CB 82
7.26'
530.57
62S-6Cr
(1$" RCP) CB 83
18" RCP) CB 90
523.09
(24" RCP)
95.8 5.77°/
CB 81
CB 83
9.58'
536.57
�9(r.6!}
` 4(1s" RCP) CB 84
$���9q-6�$(18" RCP) CB 88
�3�9.
526.80
'S2T.'rrl(18" RCP)
80y��4.4�3°/
CB 82
CB 84
10.89'
�a46-9�
718" RCP) CB 85
' (18" RCP)
CB 83
CB 85
10.78'
99' (18" RCP) CB 86
(18" RCP)
° CB 84
CB 86
10.0T
542. 3
(18" RCP) DI 111
18" RCP) CB 140
18" RCP) FES 142
532.07
§3�-991•(18" RCP)
6 � n , p�°
���3a1
CB 85
CB 88
3.92'
(18" RCP)
CB 83
CB 90
4.40'
�6e�49� (18" RCP)
CB 82
CB 92
5.04'
(18" RCP) CB 121
� (18" RCP)
°
CB 78
CB 94
4.80'
(18" RCP)
CB 117
CB 96
4.72'
(18" RCP) CB 97
54�96�(18" RCP)
'
° CB 117
CB 97
4.72'
18" RCP)
CB 96
CB 98
8.66'
540.74
6
(1$" RCP) CB 99
�118" RCP) CB 106
531.83
�� (18" RCP)
q
��
o
DI 77
CB 99
6.47'
' (18" RCP) CB 105
(18" RCP)
CB 98
CB 101
5.91'
553.81
548.00' (18" RCP) CB 102
547.90' (18" RCP)
111' @ 6.64%
CB 58
CB 102
5.71'
555.41
549.80' (18" RCP) CB 103
549.70' (18" RCP)
41' @ 4.10%
CB 101
CB 103
5.17'
556.47
551.40' (18" RCP) CB 104
551.30' (18" RCP)
58' @ 2.58%
CB 102
CB 104
4.57'
556.47
551.90' (18" RCP)
27' @ 1.85%
CB 103
CB 105
4.37'
(18" RCP)
° CB 99
CB 106
8.36'
(18" RCP) CB 107(18"
RCP)
CB 98
CB 107
4.77'
(18" RCP) CB 108
(18" RCP)
° CB 106
CB 108
5.06'
' (18" RCP) CB 109
(18" RCP)
CB 107
CB 109
4.76'
�
� (18" RCP)
CB 108
CB 117
5.50'
517.83
�4�8�
(1$" RCP) CB 96
(18" RCP) DI 118
�4(18" RCP) CB 94
512.22
rs4�-39L(18" RCP)
1 � 5
�
°
CB 121
CB 121
5.10'
(18" RCP) CB 117
(18" RCP)
CB 92
CB 140
4.67'
.� (18" RCP) FES 141
� (18" RCP)
CB 86
CB 143
4.74'
528.84
524.10' (18" RCP)
27' @ 4.07%
CB 32
DI 1A
12.64'
515.54
503.00' (42" RCP) CB 2
509.40' (18" RCP) DI 122
505.30' (18" RCP) DI 126
502.90' (48" RCP)
67' @ 0.60%
FES 1
DI 31
5.40'
528.90
523.60' (18" RCP) DI 31A
523.50' (18" RCP)
43' @ 0.70%
CB 30
DI 31A
3.78'
527.98
524.30' (18" RCP) DI 31B
524.20' (18" RCP)
110' @ 0.54%
DI 31
DI 31B
15.37'
539.75
524.38' (18" RCP)
16' @ 0.51%
DI 31A
DI 39
7.10'
535.50
528.50' (18" RCP) DI 41
528.40' (18" RCP)
129' @ 4.59%
CB 33
DI 41
3.95'
543.45
539.60' (18" RCP) DI 137
539.50' (18" RCP)
167' @ 6.59%
DI 39
DI 46
7.52'
522.62
515.10' (18" RCP)
45' @ 1.80%
CB 11
DI 47
3.40'
522.50
519.10' (18" RCP)
48' @ 0.63%
CB 70
DI 59
4.60'
540.60
536.10' (18" RCP) DI 60
536.00' (18" RCP)
34' @ 0.58%
CB 57
DI 60
4.54'
542.74
538.20' (18" RCP)
110' @ 1.91%
DI 59
DI 73
5.02'
��
(18" RCP) DI 74
(18" RCP)
° CB 4
DI 74
4.41'
64�-6�(18" RCP) DI 75
� (18" RCP)
° DI 73
DI 75
4.40'
.(18" RCP) DI 76
(18" RCP)
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
DI 76
4.22'
.(18" RCP) DI 77
(18" RCP)
DI 75
DI 77
4.27'
.� (18" RCP) CB 98
(18" RCP)
° DI 76
DI 110
4.38'
(18" RCP) DI 112
(18" RCP)
DI 111
DI 111
5.73'
(18" RCP) DI 110
' (18" RCP)
° CB 86
DI 112
4.27'
(18" RCP) DI 113
(18" RCP)
° DI 110
DI 113
4.38'
545.88
541.60' (18" RCP) DI 114
541.50' (18" RCP)
120' @ 4.58%
DI 112
DI 114
4.08'
552.08
548.00' (18" RCP)
120' @ 5.33%
DI 113
DI 118
5.88'
.' (18" RCP) DI 119
(18" RCP)
CB 117
DI 119
4.40'
'RCP) DI 120
(18" RCP)
DI 118
DI 120
4.38'
(18" RCP)
° DI 119
DI 122
3.71'
18" RCP) DI 123
(18" RCP)
° DI 1A
DI 123
4.20'
��
' (18" RCP) DI 124
(18" RCP)
° DI 122
DI 124
4.49'
. � (18" RCP) DI 125
.� (18" RCP)
° DI 123
DI 125
4.09'
' (18" RCP)
° DI 124
DI 126
4.79'
513.19
508.50' (18" RCP) DI 127
508.40' (18" RCP)
151' @ 2.05%
DI 1A
DI 127
4.45'
518.15
513.80' (18" RCP) DI 128
513.70' (18" RCP)
225' @ 2.31%
DI 126
DI 128
3.41'
518.31
515.00' (18" RCP) DI 129
514.90' (18" RCP)
211' @ 0.52%
DI 127
DI 129
3.92'
519.22
515.40' (18" RCP) DI 130
515.30' (18" RCP)
58' @ 0.52%
DI 128
DI 130
4.01'
521.21
517.20' (18" RCP)
116' @ 1.55%
DI 129
DI 131
6.08'
519.48
513.50' (18" RCP) DI 132
513.40' (18" RCP)
78' @ 0.51%
CB 36
DI 132
3.88'
517.88
514.10' (18" RCP) DI 133
514.00' (18" RCP)
83' @ 0.61%
DI 131
DI 133
4.04'
521.74
517.80' (18" RCP) DI 134
517.70' (18" RCP)
147' @ 2.45%
DI 132
DI 134
4.10'
522.50
518.50' (18" RCP) DI 135
518.40' (18" RCP)
92' @ 0.66%
DI 133
DI 135
3.37'
523.87
520.50' (18" RCP)
67' @ 2.97%
DI 134
DI 136
4.50'
525.00
520.50' (18" RCP)
45' @ 6.88%
CB 36
DI 137
4.04'
546.14
542.20' (18" RCP) DI 138
542.10' (18" RCP)
116' @ 2.15%
DI 41
DI 138
3.93'
550.13
546.30' (18" RCP) DI 139
546.20' (18" RCP)
116' @ 3.44%
DI 137
DI 139
4.32'
553.82
549.50' (18" RCP)
88' @ 3.63%
DI 138
FES 1
???'
506.92
502.50' (48" RCP) DI 1A
FES 141
540.21'
598-59�(18" RCP)
CB 140
FES 142
541.71'
(18" RCP)
CB 86
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
SCM FES
11.19'
499.29
496.50' (30" RCP) SCM RISER
SCM RISER
11.00'
507.50
499.00' (30" RCP)
97' @ 2.57%
SCM FES
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
DI 1 B
3.89'
559.29
555.40' (18" CLASS V RCP) TI 1A
555.40' (18" RCP)
54' @ 0.56%
FES 1
FES 1
???'
556.81
555.10' (18" RCP) DI 1 B
TI 1A
6.09'
562.79
556.70' (18" CLASS V RCP)
92' @ 1.42%
DI 1B
STORM PIPE TABLE
UPSTREAM
DOWNSTREAM
PIPE #
DIA
FROM - TO
SLOPE
LENGTH
DESCRIPTION
INVERT
INVERT
GWAY CULVERT
30"
-
493.00
492.50
2.03%
24.67 LF
30 inch RCP
VELOCITY
DISSIPATION
PAD (VDP) DESIGN
OUTLET NAME
PIPE
DIA.
PIPE
SLOPE
Q10
V10
ZONE
PAD DIMENSIONS
STONE SIZING
LENGTH
WIDTH
DEPTH
D50
Dmax
CLASS
(in)
(ft/ft)
(cfs)
(fps)
(ft)
(ft)
(in)
(in)
(in)
(NCDOT)
SCM FES
30
0.0257
60.28
15.19
3
20
8
26
10
17
1
FES 100
48
0.006
74.91
9.44
3
32
12
26
10
17
1
GWAY CULVERT
30
0.02
60.28
13.47
3
20
8
26
10
17
1

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
`
FES 142
O��``s�
Gam,
18" RCP
L?Q O
� /
9�
ti
EXTENT OF FLOWABLE FILL
�'O�'�
o / /
12"X8" TAPPING SLEEVE
o~
CB109
T
441 Q�
h
A = 17'44'17" 7
R = 150.00
T = 23.41
L = 46.44
/ 2'36" A = 33°3PC = 39+01.44
R = 150.00 PI = 39+24.85
T = 45.21 PT = 39+47.88
L = 87.82
\ PC = 11+23.35
�m / CB 140'J / \, \ \ � ` PI = 11+68.56
1-8 GV � /// // s \ PT=12+11.17 N\ 58
FES 141 7� `
QPEN SPACE 2
/ 6,135 SF MH 8 �x BOA CB 84
y
8" SDR-35 PVC
8"X6" HT `
i
/ n
56
GV
8" RJDIP WATERMAIN �0 16FHA
SEE TRENCH CUT \
DETAIL" FOR BACKFILL �/ `2-6" MJR \ BOA CB
(FLOWABLE FILL) / CTB 8"X8" TEE
REQUIREMENTS (SHEET 2-8" GV
C6.5) 7-8" MJR 55
8 DIP CLASS 50 CTB
WATERMAIN
54 z 18" RCP s
lz
CB 88 `
PVI STA
PVI ELI
APPROX. LOCATI
EXISTING GAS
CONTRACTOR TO
APPROX. LOCATION OF EXISTIN
WATERMAIN, CONTRACTOR TO I
VERIFY DEPTH AND LOC/
12"X8" TAPPING SLEEVE
1-8" GV -
CONTRACTOR TO UTILIZE M.J.
FITTINGS/BENDS AS REQUIRED
TO INSTALL NEW 8" R.J. DIP
WATERLINE VIA "OPEN CUT
METHOD." PROVIDE 6" CONCRETE
CRADLES BETWEEN NEW
WATERLINE & EXISTING
UTILITIES WHERE 18" MINIMUM
SEPARATION IS NOT POSSIBLE.
(24" SEPARATION BETWEEN
SS/STRM)
ALL WORK SHALL BE WITNESSED
BY TOWN, DOT, AND CERTIFYING
ENGINEER.
APPROX. LOCATION OF
SANITARY SEWER, CON'
TO FIEL
EXISTING GAS MAIN, CONTRACTOR TO
FIELD VERIFY DEPTH, SIZE, AND LOCATION
EXISTING SEWER MAIN, CONTRACTOR TO `
FIELD VERIFY DEPTH, SIZE, AND LOCATION
ri
U 8" SDR-35 PVC
K DIP CLASS 50 /
WA AIN
RCP 18"
i /o
CB 86 /
18 RCP CB 85 "'
\ ­­
\181,RCp\M1119 s
11+n„
� s
1
F
F-
�.
CB 117 \
59 A = 49°5113"
R = 150.00
18" RCP
T = 69.71
L = 130.52
61
62
83 PC = 13+13.88
60
\\
PT =114 445 9
CB 82
4" SA�I
ARY SEWER
63
CB 121
SERVIC
(TYP)
18" RCP
L
L8 SDR-35 PVC
7•\
8
__j
__1
Vol
'
CB 81
C�
CB 80
\ >,- 24 RCP 24" RCP MH 4
14*0 -_ � 11
CB 94
MH 10
79 j
8"X8" TEE
2-8" GV
7-8" MJR
s p0 CTB -
.i 18'
8\"- DIP CLASS 50 WATERMAIN
�� G B 51 B
�bloll
C18" RCP �O
��CB 7/�
-18" RCP
CB 9B
MH 21 29
8" DIP CLASS 50 DI 128
WATERMAIN
21 30
CB 50 J-'9T /
s /
8" SDR-35 PVC CB 5A III ` 8"X8" TEE 32 y��.,. o�
'97 2-8" GV
83 °
7-8" MJR .4
'
O� CTB o
'°y \ MH 20 / / / °
- 8" DIP CLASS 50 �� ��ti ��'� \ XO 8"X6" HT / m
WATERMAIN 81 \ ys \ �QJ CB 5B 1-6" GV
8" SDR 35 PVC 1-FHA
8"X6' HT 18" RCP �� 18 RCP 2-6" MJR/ /
H 9 1-6" GV �O .� CTB
\ / /
2-6
'MJR CB 4 DI 127�
CTB DI 73 / 3/4" WATER SERVICE / F
18" RCP 2 18" RCP -
CB 92 �42" RCP
_ _18" RCP_LJ- 1
CB 3
_ GCB 78
MH 26
J7 All' ` -
QO
84 CB 6
30" RCP
DI 125
MH 7
+0
-1-6+00 8" SDR-35 PVC
SAN
` 53
s
s
24" RCP
-
24" RCP
8" SDR-35 PVC
_
8„W
MH6
52
8"X6" HT
1-6" GV
% �� CB
/ \ _ _
MH 5 CB 79 24" RCP
V8" MAPLE BRANCH CIRCLE- �'%8"
8" SDR-26 PVC��
I
TEMPORARY BLOW OF
_
8
1-FHA
��
I I
SDR-35 PVC TEE
50' Row 27' B-B GV
ASSEMBLY I
MJRI
2-6 CTB
I
4" SANITARY SEWER 8'$MJR
1-8 GV,
SERVICE (TYP) CTB
1-FULL JOINT PIPE-
/
III
1-2" BLOWOFF
1
1
50 III 49
1 48 I I 47 I I 46 I I 45 I I 44 I I 43 I
42 1-8" PLUG40
z
1-2" THREADED TAP
3-8" MJR
HIGH PT STA = 10+62.67 HIGH PT STA = 11+87.89 HIGH PT STA = 12+41.04 DTR
HIGH POINT ELEV = 542.01 HIGH POINT ELEV = 540.97 HIGH POINT ELEV = 539.98
/ CONNECTION WITH 11�/
cb \ SERVICE LINE (TYP) `
CB 72A 36 /
/ 4" SANITARY SEWER
SERVICE (TYP)
MH 2 \
8" SDR-35 PVC 37
A = 51 °43'32" \, /
R = 150.00 V A cb
T = 72.72
135.42 \ �
`MH 3 PC = 17+87.45 3$
PI = 18+60.16 p °
C\ 2 PT = 19+22.86
�I °
o
0
DI 126
/ l
♦_ I °°1r
SCALE 1 "=50'
0 50' 100,
UTILITY LEGEND
EXISTING WATER LINE
W
PROPOSED WATER LINE
®
WATER VALVE
�
FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
__0
WATER SERVICE
RCP STORM DRAIN
0-0
STREET LIGHT
PVI STA = 10+62.06
PVI STA = 12+08.59 PVI STA
= 13+10.22
PVI ELEV = 542.23
PVI ELEV = 540.76 PVI E1.EV
= 538.33
MH 6
HIGH PT STA
= 20+96.37
= 10+08.99
A.D. _ -2.04%
0 `� A.D = -1.38% A.
. _ -4.61 % 531.21
TOP 5$9-2-7
CB 78
HIGH POINT E
EV = 521.48
V = 541.68
K = 43.25
Q r K = 30.00
= 30.00 522.41
INV IN
MH 7-MH 6
( )
515.32
TOP 515.2
PVI STA =
0+46.86
550
88' VC
0 0
O -
ii
0 0 6 00 m 41 VC 00 138
O00 6' "' `� 0
52
VC
MH 7
.351NV OUT
(MH 6-MH
)
L W POINT STA
= 16+66.89
508.99
508.81
INV IN 1a99-4s 79-78
( )
INV OUT 589-99 (78-)
LOW POINT STA = 19+38.6
LOW POINT ELEV = 516.34
PVI ELEV
A.D. _ -
520.93
°
.30 /o
550
N OF
MAIN,
�-
+ u7
c0 c0r- 0 0 or
o F- + >o0 It N M
+ u7 U - 0+ Lo + �n+ LO
0 M
TOP 535.45 35.31 � M
+ u7
CB 90
LOW POINT ELEV
= 516.77
CB 92
PVI STA = 19+54.74
K = 30.00
FIELD
0 it FIRE HYDRANT
rr w � w- (V N INV IN
cn �r ri n ri
MH8-MH 7 26.23 c�
( ) ii
TOP
530.76
PVI STA = 1
+91.21
515.21
TOP 5�4
PVI ELEV = 516.88
99
VC
RIFY
11 w ASSEMBLY
U
>
rr w 8"X8" TEE o v r� w �r w�� w INV OUT
U w .- L U U U
> 2-8" GV ern �
(MH 7-MH 6) 26.07 �� w
U
INV OUT
(90-82)
6.29 PVI ELEV =
18.67
510.15
INV I 549-39 121-9
(
)
o
A.D. = 1.07/o CM
r`
M
545
m 46.6
> >
w 7-8" MJR z_ �U U op
>
U w
510.09
INV UT 549-�9 (92-
8)
K = 30.00 rn
0
545
CB 82
__
K= 33.�8
0
2' V °'
m w
12"
18" RCP
CTB
m
w
i N
r
IELD
@ 7
�
\
3
.5 TOP
151' VC
CP
00 co o r� �
U)
ION
1 3
°
8"
DIP CLASS 50
23.2
INV IN
(83-82)
OW
POINT STA = 1
+15.67
+ + U., >in
LJ
- .01°/
\ W
TERLINE
25.81
INV IN
(90-82)
CliN
(0(0
POINT ELEV =
514.05
°' a'
Sri �u m
w
\
-
.3
°
-�
23.0
INV OUT
5�40 (82-81)
+ �
_
�'
'LO
VI STA = 18+2
.89
rr U rr U
540
o
11
��
CO
540
_
r,
U
rr
U
VI ELEV = 512 69 > m > w
_N1
FIRE HYDRANT
U)
> INTERSECTION
ROAD B U)
>
A.D. = 5.85% m w
ASSEMBLY
>
m
00 Station
16+75.13 >
w
w
CB 5B
' K = 32.52 TOP 520.14
Source Elevati
n=516.56
190' VC INV OUT 514.40 (5E-
A)
I
535
_
18" RC
\
CB 81
.56
C)6; 00
Tor; _ N -
L0 + L0
535
INV IN 511�:49 (82-81)51
l
@
\
INV OUT S9fi66 (81-80)
17.38
rr ' °' ii CB 5A
2.330O
r w N CB 3 ii w TOP 520.15
PROPOSED GR
DE
-� r
-
> TOP 514.12 U) > INV IN 505.80 (6 5A
37"
1 `
m =' = INV IN 504.20 (4-3) w w INV IN 512.70 (5B-5
)
530
��%
a a INV OUT 04.10 (3-2) INV OUT 505.50 (5 -)
CB 2
5
C
80
18 P107.8
TOP
518.72
TOP 514.12
N
@,1-3�gb
INV IN 51S.88 (81
0) 513.18
' INV IN 503.90 (3-2)
IN
42%
@ "RC
86.0
48" COVER
INV OUT �A (8C0
9 513.12
INV IN 507.60 (78-2) FIRE HYDRANT
� ' INV OUT 503.80 (2-1A)C I AS EMBLY
IN
CB 85
\ 72A
525
°
-TEMPORAR BLO INV OUT 511.10 ( 2A-4)
I
25
IN E
530.79INV IN 5 8.98 (86-85)
INV IN (80 9) 512.59
I
53 .701NV OUT S3888 (85-84)
INV OUT 512.68 (79 8) 512.38
OFFAL MBL Y MH 2
St do
64.1
0.2
V TOP 515.06
Sur
CB 84
1-FULL JOI PI E'- INV IN 505.40 (20-2)
18" RCP 539.97TOP 54-98
18 RCP
1-2" B WO F .�NV OUT 505.20 (3-2)
520
@ 2.00
- 84)
0
°
° 528.91 NV OUT
(84-83)
" M R
XISTING
RACTOR
8" DR-35 PVC
95.8
C B �� ���°I°
VERIFY
@ 66 4
24" RCP-2.
CB 86
@ 5 6a1e AVC
°
2%
C 83
6
AS°
515
5.77%
\`
-
15
INV IN
(111-86)532.12
LCB
CB 88 INV
IN 52�:.20 (84-
3)527.04
\
INV IN 696.
0 (140-86)536.
6
140
536.68TOP
INV
IN 531-60 88-
(
4 )531.28
i
INV IN
(142-86)536.
6 541.84T
P 542.9
532.831NV OUT 53z�130
- 4 INV
)
OUT 5z`' 6 (8
-82)526.80
7 4
INV OUT
(86-85)532.0
537.361N
IN 5� (141-140)
25"
173 LF
510
537.351N
OUT 59;F.40 (140-86)
WATER
SERVICES FR
M STA
4" RCP
^� „
'
8" SDR-35 PVC
5 la
°
1 +50 TO 16+25
O RUN
4.8°
O,Q
AB VE STORM DR
NINAGE
C�
Spli
MH 5-1
S°
C
84.43 /
TOP 526-31
20.26
I
64" " RCP /
INV IN
(MH 6-MH 5)
11.70
@
505
INV OUT
(MH 5-MH 6)
11.69 24'
RCP
°
123 LF
505
@
9 °
'
36" RCP
\_31
MH 4 8"X8" TEE
1g 27" .63%
4 1 LF @ 1
8 LF
OP 518.56516. 8 2-8" GV
7-8" MJR
8'SD 18' RCP 8'
SDR-35 PVC
CTB
`26
@ �'I/C @ 2.92%
°
0.95/o
500
INV IN 59�99 (
H 5-MH 6)506. 5
80 LF MH 20
MH 3 TOP 515.32 TOP 521.03
500
IN OUT 595-49 (PAH
4-MH 3)505. 9
7%0_
@ 0.50°
TO 514.14 INV IN 504.70 (5A-4) INV IN 5
1.50 (21-20)
INV IN 500.20 (MH -MH 3) 57 LF INV IN 506.70 (73-4) INV IN 5
1.50 (26-20)
INV IN 502. 0 (3-2) 8" SDR-35 PVC INV IN 510.20 (72A-4) INV OUT
511.30 (20-2)
495
INV OUT 500.00 (MH -MH 1) @ 5.61% INV OUT 504.60 (4-3)
495
NO
O
L
L ON
co
lr)O
rl-
O CYS�
L
O
LO 00
LO o
O
CO O
ocO
N OvcO
OV
MvO
VCO
OIt
O�
.OR0i
�')
MN
O
N00
�00
M erO
06 M
M
M
M
L'sU?
M 2a
M
N
N M
N
N
C-O
_
M
Co
O
(0
00
N
N2
v
v
v
v
v
v
�,
�,
�,
�, LO�,
�
�
�
L,
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
MAPLE BRANCH CIRCLE PROFILE - STA 9+50 TO 21 +50
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
19+00
20+00
TYPICAL UTILITY SEPARATIONS
1. THE REQUIRED VERTICAL DISTANCE
BETWEEN SANITARY SEWER AND AND
STORM DRAINS 24"
2. THE REQUIRED VERTICAL DISTANCE
BETWEEN SANITARY SEWER AND WATER
LINES IS 18"
3. THE REQUIRED VERTICAL DISTANCE
BETWEEN WATER LINES AND STORM
DRAINS IS 24"
4. THE REQUIRED MINIMUM COVER OVER
WATER MAINS IS 3'
GENERAL NOTE
SEE SHEETS C3.0 - C3.2 FOR
DEFLECTION ANGLES OF
SANITARY SEWER.
8
522.36
IN 507.40 (9A-8)
IN 515.20 (50A-8)
OUT 507.30 (8-7)
.SECTION ROAD C
i=20+76.27
Elevation=521.19
21+00 21+50
8"X8" TEE
2-8" GV
7-8" MJR
CTB
5
0 50
PROFILE SCALE
WATERLINE APPURTENANCES ARE SHOWN
GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY
OF THE CONSTRACTOR TO FIELD LOCATE
APPURTENANCES TO AVOID CONFLICTS WITH
CURB AND GUTTER AND OTHER UTILITIES IN
ACCORDANCE WITH CITY OF GRAHAM AND
NCDEQ REQUIREMENTS
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
,,\„\„\Img\NC 811 L❑G❑,png
-DocuSigned by:
y���I E!{II
-2B53976.Ab A� �A•oyo
` 5`I• /e.
SEALr � r
• 050771 i
T
s
X CP.
oil
SCOT
6/12/2024
0
c.�
o �
� o
E
N
w U O
z
~ 3:
C) W tp
� 6L N 0�
�0�M
ax -o?
C7W °ern
', ,�
Z J O)
X
cLL
C�-1
= C �
�00
CD
Lorn
J
W
vi
0
M
O
0r
W
>
W
U
Q
z
0
>
o'
D
0
z�
O `
1­1�
V�
wF
0Y
Q `
J
� �
X i
W
Ln W a O C
Q 1-- C
Oz � O C
~" (7 U `
� Q W
w U z
zc
O�
� L
w
=z
0
LU
�(:'0
i W
) J Q
D =)U It
Q m
ZU
cLU
J (D
M M M M M
N N N N N
W 0 0 0 0 0
C N N N N N
Q M U) m ri O
0 ,--i O N M N
N 1,\0 0000 0\-1
O O O -1 -1
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
1" = 50'
m
N V)
Q
� a �
w
� J
U �j._q
0 U LL
w U- 0
z O z w
z
U U
U 0
Q UjUU
z w
J z =
Q U
° g z
Q a Q
U p�
_ m
Q
J
0 (D a
z CQ
G
JOB NO.
50560
SHEET NO.
ASB6.0
3
c
00
a0�
0 0.
2 z
W0
o�
�o
E_
�°
on
a o
c
� 3
z N
0 m
a
� x
°
ow
0
o "
0
>�
Y
�N
X C
m 0
O U
w2
�N
m �
w O
c o
0
E
U �
a
0�
U
0 c
.o
� U
-0 2
C N
m O
N Co
U
@ O
0_ w-
r E

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
—DI 139
117
\AIR RELIEF MANHOLE
& VALVE
8"X8" TEE
116 2-8" GV
7-8" MJR
CTB
A = 66°48'23"
R = 150.00
\ 1 T = 98.92
L = 174.90
\ PC = 31+89.09
PI = 32+88.01
PT = 33+63.99
I
'PACE 4, /
SF 1,
3
a
LL
0
ry
o_
0
N,
0 �P N �xt,
O� i� 2Cn'.SF�
VV/A 1 CIRIVINIIV
HIGH PT STA = 31+96.56
HIGH POINT ELEV = 556.98
PVI STA = 31+47.71
PVI ELEV = 560.73
A.D. =-10.53%
INTERSECTION ROAD
Station=32+74.E
Source Elevation=555.9
CB 1
TOP 555.
INV IN 549.80 (103-1C
INV OUT 549.70 (102-1 C
91
INV OUT
A = 17'AA'17"
HIGH PT STA = 33+81.88
HIGH POINT ELEV = 552.22
PVI STA = 34+07.37
PVI ELEV = 551.30
32+50 33+00 34+00 35+00 36+00 37+00 38+00 39+00
MAPLE BRANCH CIRCLE PROFILE - STA 32+50 TO 40+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
5 DI 125
x/
55
M 8"X8" TEE
2-8" GV
56 7-8" MJR
CTB
8" DIP CLASS 50
WATERMAIN
40+00
40+50
0 50
PROFILE SCALE
SCALE 1 "=50'
0 50' 100,
TYPICAL UTILITY SEPARATIONS
1. THE REQUIRED VERTICAL DISTANCE
BETWEEN SANITARY SEWER AND AND
STORM DRAINS 24"
2. THE REQUIRED VERTICAL DISTANCE
BETWEEN SANITARY SEWER AND WATER
LINES IS 18"
3. THE REQUIRED VERTICAL DISTANCE
BETWEEN WATER LINES AND STORM
DRAINS IS 24"
4. THE REQUIRED MINIMUM COVER OVER
WATER MAINS IS 3'
GENERAL NOTE
SEE SHEETS C3.0 - C3.2 FOR
DEFLECTION ANGLES OF
SANITARY SEWER.
WATERLINE APPURTENANCES ARE SHOWN
GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY
OF THE CONSTRACTOR TO FIELD LOCATE
APPURTENANCES TO AVOID CONFLICTS WITH
CURB AND GUTTER AND OTHER UTILITIES IN
ACCORDANCE WITH CITY OF GRAHAM AND
NCDEQ REQUIREMENTS
UTILITY LEGEND
EXISTING WATER LINE
— W
PROPOSED WATER LINE
®
WATER VALVE
�
FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
—�
WATER SERVICE
RCP STORM DRAIN
�-❑
STREET LIGHT
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
.,\„\„\Img\NC 811 L❑G❑,png
—DocuSigned by:
—26539 4�k ��� ... ,.4.00 r/
Y
fy r
. Q SEAL r
050771
11++11y0 6/12/2024
E
0
c.�
C
o �
o
N LU U •—
Q .5
LU U Q N
C�1-4_00
< LL
d LL N
LUO M
a2'-'o?
Z LU J O)
X
�cc LL.
C� �
= C �
L ID
H �
oM
i
Ln M
J
LU
H
U
wo
z
V)
w
U
J
�13
Ip
M
M
M M
M
N
N
N N
N
w
0
0
O O
O
N
N
N N
N
Q
\
M
\
Ln
\ \
m r1
\
O
i
O
N M
N
N
tDD
0000 O
—q
0
0
0 .-1
-1
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
111 = 50'
m
Q
a
z
J
O
LU
.J
U
LL
ry
LL
o
a
O
z
1
LU
J
U
ce
O
U
(ww
V
z
=
Q
Q
U
g
Q
z
Q
I
Q
o0
LU
�
J
a
Q
JOB NO.
50560
SHEET NO.
ASB6.2

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
?I 71
�.C� A = 33°32'26"
so-C-) ``� \ 70 R = 150.00
T=45.20
L=87.81-
PC = 11+11.49 -
69 \ \ PI = 11+56.69
\ \ PT = 11+99.30 1
8" SDR-35 PVC
CTB
•`\
V100�� I
11 ooe 14 CB
.•
-
DCB
108
W:T11
��� III III III III III III ��� �u
73 11 74 1 1 75 1 1 76 1 1 77 1 1 78 1 1 79 A= 40'08'47"
\ �\ 72 3/, 'WATER SE016E 1 1 1 1 1 1 1 1 1 1 1 1 1 R= 150.00
\ \\ COw CTION W11T 11" �ANITAR WER R"X6" HT T=54.81 /
T S VICE (T ) r I I I I I L= 105.10
\ S� VICE LINE YjP) 11 1 1 1-6 GV 1 1 MH 10 PC = 14+23.72 /
8" CLASS 5 L _ _ J L - J ALLER
LANEOV L - J LFHA J CB 94 - J L _ PI = 14+78.53 i 8 X6 HT/ /
\ �TERMA o' Row 27' B- 2-6" MJ18"'RCP PT = 15+28.82 1 6'FGA�//
--- CB 97 MH 9 "2f�I
18" RCP
_---12+0 ---- 13+0��1 CB 92
s 8 SDR-35 PVC -_ 1 0
7
AIN
18" RCP 8„ SpR-35 Pig., .Q
Q G MH 12� CB 96 MH 11
�g 8"SDR_35PVC_ ____
---- D1118-
/4" WATER St `I/ICE 1 4" SANITARY SEWER
NNECTION IH 1" I I SERVICE (TYP)
/ i \ \�RVICE LINE (TYP) I 1 Q
�t C3yT \ 66 1 1 I 65 1 I 1 64 /1G
1-FIN V 67
f 2-6" k R\
MH 13 CTB \� \
\CB 11009 \
o�
0,2 � �
2C)
ti
CB 117 77
r CB 121
n \ 63
8" SDR-35 PVI
\ CB 80-�
r 8" SDR-26 PVC \
r \
/ CB 78 \\\
41
\ \
8"X8" TEE
\ "GV
(MH 4 \ 8'`AAJR
8" S6R-3\PVC 43
CB79 \\\
r \ 44
;\`
MH 5 / \ \
\ \ 45 \`
\
\\\\ \.
\
Wr:T11
555
555
MH 13
TOP 947-89 537.71
INV IN 526.28 (MH 14-MH 13) 525.94
INV IN 52�.56 (MH 19-MH 13) 526.99
INV OUT 526.89 (13-12) 525.85
550
MH 12
550
545
545
_
529.10 TOP S29.2
519.63 INV IN
(13-12)
FIRE HYDRANT 519.58 INV OUT
(MH 12-MH 11)
540
ASSEMBLY
\
CB 117
540
EXIS
2' % -2.00%
ING
517.83
TOP 517.86
GRADE
03i
512.37
INV IN 592.56 (96-94)
512.52
INV IN 592.66 (118-117)
512.3
INV IN S42.4A (94-117)
535
-
TOP 637.97 537.97
-
535
--.
INV IN
599.89 (108-107)533.20
CB 94
CB 121
INV OU
S33z8 (107-106) 533.14 24„
CB 96
517.8
TOP 517.86
16.36 TOP 516.48
8"X8" TEE +
522.57 TOP 5z22.62
� � 512.9
INV OUT 5� (94-117)
11.23 INV IN 511.4 (117-121)
530
2-8" GV
517.76 INV IN
(97-96)
11.20 INV OUT 5+4.38 (121-92)
530
48„
7-8" MJR 6
96o
517.68 INV OUT
(96-94)
CTB
CB 97
r
523.26 TO 529.92
N_`-
8" DIP CLASS 50
518.37 INV OUT 510.8
97-96)
FIRE HYDRANT
\
I WATERMAN
ASSEMBLY
525
8
'@
525
PROPOSED
MH 9
GRADE
R 3,6
TOP r1.6.63 51662
C
I V IN 56�6 (MH 10-MH 9) 50
. 7
¢OS%
I
OUT 58�80 (MH 9-MH 4) 50
. 5
520
ZZ 24"
520
-1.20%
2 Qo% -2. oo
8„
8"X8" TEE
515
S
@q SpV
A
3-8" GV 515
7-8" MJR
49 C
CTB
4.
'SO
26 1n�F 104.
24 inch RC
510
R-3S P
18" Rcp
510
MH 11
3,05/
49„ 24
@ e-8699a o
TOP 528.•59 520.64
0.95 /a
INV IN Sg3.20
MH 12-MH 11)512.98
1
INV OUT 543-86
MH 11-MH 10)512.88
144.6
505
4.48-EF
61.4
8'
V LI
18"
RCP 505
@3°
8" SDR-35 PVC
_ PVC @ 1
@
43%
@ 1
3g�
2.57%
MH 4
500
500
MH 10
(MH 9-MH 4)505.26
INV IN
TOP 59;7.99
17.38 INV IN
(MH 5-MH 6)506.85
INV IN S88.9 (MH 11-MH 10)
08.78 INV OUT
(MH 4-MH 3)505.19
INV OUT 598-78 (MH 10-MH 9)
508.65
495
495
N0*
�N
'0
NCO
NM
M�
O
N MO
�O
m
M 0)O
�00
O
Epp
f�
MO
�-
u')
N
N
r;
co
�V)
CO 03
M 12
cri
co M
M L6
N M
(0 a
N M
C' M
N M
C) "
N M-
ao o
M
DLO
r; N
ao
N
co 0
LoLn
co
�V)
V) DLO
DLO
DLO
DLO
DLO
LLf)
DLO
8+50 9+00 10+00 11+00 12+00 13+00 14+00
ADLER COVE LANE PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
15+00 16+00 16+50
z
0
00
w
SCALE 1 "=50'
0 50' 100,
on
0 50
PROFILE SCALE
TYPICAL UTILITY SEPARATIONS
1. THE REQUIRED VERTICAL DISTANCE
BETWEEN SANITARY SEWER AND AND
STORM DRAINS 24"
2. THE REQUIRED VERTICAL DISTANCE
BETWEEN SANITARY SEWER AND WATER
LINES IS 18"
3. THE REQUIRED VERTICAL DISTANCE
BETWEEN WATER LINES AND STORM
DRAINS IS 24"
4. THE REQUIRED MINIMUM COVER OVER
WATER MAINS IS 3'
GENERAL NOTE
SEE SHEETS C3.0 - C3.2 FOR
DEFLECTION ANGLES OF
SANITARY SEWER.
WATERLINE APPURTENANCES ARE SHOWN
GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY
OF THE CONSTRACTOR TO FIELD LOCATE
APPURTENANCES TO AVOID CONFLICTS WITH
CURB AND GUTTER AND OTHER UTILITIES IN
ACCORDANCE WITH CITY OF GRAHAM AND
NCDEQ REQUIREMENTS
UTILITY LEGEND
EXISTING WATER LINE
- W
PROPOSED WATER LINE
®
WATER VALVE
�
FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
WATER SERVICE
RCP STORM DRAIN
0-0
STREET LIGHT
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
,,\„\„\Img\NC 811 L❑G❑,png
)ocuSigned by:
1�1�W11�
M5397# 9O {/ .. A'? ffi
$EAL r
C.-; 050771
..�•�
r11m SCO T`
1ffIJIf10
6/12/2024
E
0
c.�
o �
o
i� E
N
uJ U E
z
a •5
C) Lu is
Lu
L
� LL N �
�0�M
a 2 - o?
Z J CT
x
< LL
o C�-,
= C �
L
H00
o�
LAm
J
Lu
I-
U)
_
0
0
_
Lu
Lu
_
U
Q
Z
0
U)
D
0
z;
O `
� c
wF
z �
O Q =
U � Lu L
wa O c
a l­_ C
0 roc
-I
e
C7U`
- O Lu
w U z
Lu z�
O�
� L
Lu
� �
=z
C O
�wa'0
Lu
J Q
U
Q m
C w U
Lu
J UI
M
M
M
M
M
N
N
N
N
N
Lu
0
0
O
O
O
I-
N
N
N
N
N
Q
\\
M
Ln
\\\
m
ri
O
i
O
N
M
N
N
tDD
0000
O\-i
O
O
0
T--i
_1
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
111 = 50'
N m
L a
l0 z Q
J
U O i
°C w
0 v J
z LL
Lu
(n � z �
z O
v DC w
Uoz
Q w U Q
z w
� Q w
O Q >
oc � i
U a U
= Q
w
Q J
p (D
z Q
JOB NO.
50560
SHEET NO.
ASB6.3
0
U
0
0
is
3
0
0
2-
C
Q
m
0
0
L
U!
S
m
Q
0
0
3
c
a0 °
O�
o (5
�U)
LZ
(Do
f�
0g
C
m o
c m
m
0- o
c
� 3
Z n
o�
�x
o .L..
m
o
Qw
o .3
Q�
ID c
U Y
N
X C
N O
O U
L 2
m 0
w o
c o
m
E
�_
U m
-0
0
U
(O// O
0 .o
m U
E
O N
M
N O
O U
@ O
nw
CD-0�a)
r E

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
3
7
J
J
a
u_
0
D_
0
0
55n
55n
1
DI 125
537.69
TOP 58�:.S
'
532.61
INV OUT 688.60 (125-124)
DI 124
545
\
530.40 ITOP
545
\
526.24
INV IN
$27.5 (125-124
526.15
INV OUT
502� (124-1
3)
_ ' _
~
\
N m
m '\
N
540
DI 122
540
DI 123
\
524.23 TOP Sz`4. 6
516.93 TO
SgS.7
'
\
520.01 INV IN 5z'6-40 (124-12)
513.54 IWu
IN 5� (123-122)
\
\
519.89 INV OUT 828..A9 (123-
22) 513.49 IN
OUT 5�69 122-1A
( )
'
535
535
1
\
DI 1A
TOP 15.54
IN
IN 503.0 2-1A)
INV IN
509.40 ( 2-1A)
530
530
@
EXISTING
INV
OUT 502.911A-1)
GRADE
525
\
'
525
18
PROPOSED
'
@4R,C_p �Sp'
GRADE
\
'
�9
520
0
\
1
520
\\
\
1
\
515
515
�8
O, 20
'4
510
510
32
RCP
2•�1 0
'
505
505
1
1
500
500
O
co
N
N�
�
NCO
�Cfl
00
��
N�
�O
Mao
�
�O
�
��
�M
M
��
N
��
M
M�
<F00
co �co
ML6
�M
NCO
MM
Cfl�
MM
MO
MM
��
MN
QOnj
NN
Cfld7
N
Mti
N�
IV)
`NCO•
N�
�LO
��
PLO
LO
LO
LO
LO
u7
Lf)
�
Lf) �
� �
Lf) �
Lf) �
�
-0+50 0+00 1+00 2+00 3+00 4+00
DI 125 - DI 1A PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
CB 2
DI 1A
TOP 514.12
TOP 515.54
INV IN 503.90 (3-2)
INV IN 503.00 (2-1A)
INV IN 507.60 (78-2)
INV IN 509.40 (122-1
)
525
A
INV OUT 503.80 2-1NV
INV IN 505.30 (126-1)
525
F
I
520
520
FES1
TOP 506.92
-�
INV IN 502.50 (1A-1)
EXISTING
515
515
PROPOSED
GRADE
8" DIP CLASS 50
WATERMAIN
\
510
9"
510
505
O
505
67 LF
78" RCP
500
500
495
495
O
00
aO
CD
00ON
LO
LO
LO �LO
-0+50 0+00 1+00 2+00 2+50
CB 2 - FES 1 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
5:35
5+00
53.5
DI 47
TOP 522.50
INV OUT 519.10 (47-70)
530
530
CB 7
EXISTING TOP 524.47
INV IN 518.8
GRADE
INV OUT 51
525
525
ROPOSED
\
GRADE
520
520
48 LF
18" RCP
@ 0.63%
515
515
510
510
�
rn
�
M
1 (47-70)
70 (70-52)
-0+50 0+00 1+00
DI 47 - CB 70 PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
6+00
535 535
7+00
DI 46
TOP 522.62
INV OUT 515.10 (46-11)
CB 11
530
TOP 525.85 530
INV IN 509.40 (1 -
INV IN 519.40 (1 -
INV IN514.30(4 -
INV OUT 509.30 1
525
525
PROPOSED
GRADE
520
520
EXISTING
GRADE
515
N. 515
45 LF
18„ RCP
@ 1.80%
510
510
505
505
Lo
N n
LO
h
L LOLO
-0+50 0+00 1+00
DI 46 - CB 11 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
.)F;n
CB 86
DI 114
DI 110
TOP 542.07
TOP 552.08
TOP 537.88
INV IN 532.10 (111-86)
INV OUT 548.00 (114-113)
D1113 INV IN 533.60
(112-110)
INV IN 536.50 (140-86)
555
TOP 545.88
(110-111)
INV IN 536.50 -
555
INV IN 541.60 (114-113)
INV OUT 532.00 (86-85)
\
INV OUT 541.50 (113-1 2) DI 112
TOP 540.17
DI 111
INV IN 536.00 (11 -112)
TOP 538.63
550
\
INV OUT 535.90 (12-110)
-
INV IN 533.00 (11
-111)
-86)
550
IN-
545
EXISTING
f
545
Rip
✓
@
PROPOSED
_
_
330
GRADE
_ _
540
0
540
18
@ 4 Bop
535
120 LF
535
18„RCP
@ 1. 2% 80
LF
O
18"
RCP
142 LF
@ C.62%
RCP
530
0
530
525
525
NN
O <FCp
N00
coO
coDO
MN
CO
MO
O coO
O�
O�
M ���
O
DO�j
<1
I\N
<1
006
d
00�
<I
QOQp
M <I
o0�
M <I
Cfl6j
M
co
M
NO
co
�LO
��
h�
-0+50 0+00 1 +00 2+00 3+00 4+00
DI 114 - CB 86 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
EXISTING
GRADE
540
B 117 540
TOP 54;z.80 517.83
INV IN 642.E (96-94) 512.37
I
V IN SgR..69 (118-117) 512.52
D1 120
INV
� �
IN S+2 48 (94-117) 512.32
525
54 TOP 526-98
--.
_ INV
-�
OUT S42.8 (117-121) 512.22
535
INV OUT
--� 535
\ �
DI 119
20.61 TOP 629.9a
16.41 INV IN 546.69 (120-119)
\
16.26 INV OUT Sq S..S6 (119-118)
530
530
1118
TOP
517.55
INV IN 5� (11
-118) 513.13
INV OUT S!9.88 (11
-117) 513.09
525
525
PROPOSE
GRADE
520
520
8
r�3
@ RCp 3
r
515
g
515
�8RCnP
45. O
3 2j
0
18" RCP
510
@ "it% 510
/o
505
505
p�000
00
MLO
N "ZM
�O
M
O M'
M
N 2
N M
O M
N
O M
2-
0')N
Lf�
u7
Lf')
Lf�
Lf�
Lf�
-0+50 0+00 1+00 2+00
DI 120 - CB 117 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
3+00
555
5+00
555
6+00 6+25
DI 59
TOP 540.60
bi 60
INV IN 536.10 (60-5
TO 42.74
INV OUT 53 .00 (5
INV OaT.538.20 (60-59)
550
50
OP 543
\
INV IN 5
INV IN 5
EXISTING \
INV OUT
GRADE \
TH
545
54
PROPOSE
4. GRADE
540 _"T
540
O
110 LF
O
18" RCP
535
535
1
18" RCP
@ 0.58%
530
530
ao
o
LO
ri
00
L6
57)
44
5.10 (W) CB 58
5.80 (NE) DI 59
535.70 (S) CB 56
74'
-0+50 0+00 1+00 1+75
DI 60 - CB 57 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
k,
0 50
PROFILE SCALE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
.,\„\„\Img\NC 811 L❑G❑,png
DocuSigned by:
5�C 4Q�\AAA*
26539 B4 . , ,' ,00 Ile
0
' r
SEAL r
5 050771 _
X R
'r coi %
01++I11106/12/2024
0
o
�
0
N w U •-
a .2
Lu U N
0�1-�
LL N O�
�0C:,M
0- 2 - o?
-4
Z J O)
x
�
cc �
o c�-,
= C �
L ID
H �
oM
Lnrn
J
W
I-
�13
z;
O ;
wf
oC
z �
Q
J
�e
0 X i
U a w I.
w QO�(
Oz c
0
Up w
w U z
O
ULU
c
>� L
� ,
=z
C O
cn
Lu
�ce0
w
J Q
U
Q co
C w U
Lu
J (D
M
M
M
M
M
N
N
N
N
N
w
0
0
O
O
O
N
N
N
N
N
Q
\
M
\
U)
\
m
\
ri
\
O
i
O
N
M
N
N
tDD
0000
O\-i
O
O
O
,--i
_1
DATE
1112912023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
AS SHOWN
JOB NO.
50560
SHEET NO.
ASB6.10
0
c
a;
U
0
0
m
3
0
0
Q
0
0
U)
Q)
0
c
L
c
Q
0
0
_
3
c
-0a
�0
aO�
o (5
z
(D0
f�
0�
f0 0
c m
0- O
c
� 3
Z N
0�
�a
g x
a�
0 .L..
0
o O
nw
o '3
0_ 0)
o c
N�
LN
U
N O
O U
w2
�N
m 0
w o
�o
E �
�_
U ca
-0
U
o �
� U
O N
cn O
N O
O U
@ O
nw
CD-0
r E

DocuSign Envelope ID: A3F8F647-D835-4301-A334-EA95C60286EF
DocuSigned by:
565 565 Dt�13�WC310
0[1 E
CB 98
545 TOP S�49-7-6 540.74 545 ,eQ ff}f
'Or!O • /'fir i
SEAL r:
050771
•.
*.•
•scao
6/12/2024 lPJV
E
0
c.
o
o
E
N
w z � Z �
~ 2 3 �
Q • 3:
ow ia� w L Z
w U� N Q O
Qu--o z -4
cl�w OM J=�i
Q ,,, z
z o-..LLJ� 1 X LL
Lu
J X u a O w o
18 �oaC 0� w a�0 Jo
U Z m M
Ln z oCOpU
C7UQQDp
H� >UZUzU
m � Z Q w
i�r�rn 0^Lu
w Lu U
~ w O
w �
Ln W
vi
M
O
C7
O
M M M M M
N N N N N
> w 0 0 O O O
%wt IL w
= Q M In m .--i O
N t00 0000 O \i
z
O
11 �_ DATE
1112912023
D
O
>- DRAWN BY
331
• DESIGNED BY
• 331
• CHECKED BY
• M. ZACCARDO
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 • •
DI 77 - CB 4 PROFILE SCALE
HORIZ SCALE: 1 "=50' AS SHOWN
VERT SCALE: 1 "=5
530 530 •
5
LO 0
0 50
18 PROFILE SCALE (V
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 Z
DI 139 - CB 33 PROFILE J Q
HORIZ SCALE: 1"=50' (� 0
VERT SCALE: 1 "=5 U w
INV OUT O
z
oc LL
LLJV) �Oz0
-36) z O a
-36) U
6-35) J U
Q UJo<
41 '-' V z
O Q a D
oC Cn a O
U Q�
O
a
O ()
z
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 0
DI 135 - CB 36 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL CITY OF GRAHAM, ALAMANCE COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. -
JOB NO.
,,\„\„\Img\NC 811 L❑G❑,png 50560
SHEET NO.
ASB6.11
RCP
GRADE
\
D1137
TOP 546.14
560
INV IN 542.20 138-137
560
DI 139
\
INV OUT 542.10
(137-41)
TOP 553.82
�
INV OUT 549.50 (139-138)
1138
OP 550.13
\
EXISTING
555
PROPOSE[) Flw
GRADE
IN 546.30 (139-138)
546.20 (138-137)
�
GRADE
555
\
�
DI 41
�
TOP 543.45
550
INV IN 539.60 (137-41
INV OUT 539.50 (41-4)
550
DI
39
�
T
P 535.50
�F
�
V I N 528.50 (41-40)
1g88
I
V OUT 528.40 (39-38)
@ 3•s
545
op
�
�
545
CB 33
116
TOP
530.08
\
INV IN 522.50
39-38)
@,3! 40'0
INV IN 511.30
34-33)
INV OUT 511.20
�
33-32)
540
1
540
18�, RCP
\
@2.15%
\
\
535
\
535
°
530
530
525
525
7g„ �F
@ � 9 oA
520
_
520
515
515
510
510
_
505
505
500
500
�N
oo
NM
��
o�
coo
N�
<r�
��
��
N�
o;
N�
ry'�
cow
NN
cow
o0
cow
0�
cow
anti
��
�ti
��
��
�r�
�N
�r�
No
�r�
��
�rM
�rM
cci�
M�
°pai
NN
3
7
J
J
Q
u_
H
0
2
Of
0
0
INV IN 5�3-@0 (99-98)532.56
INV IN =� (106-98)531.9
INV OUT S3z�.46 (98-77)531.
3
'
D '
540
DI 77
_
� 540
�
TOP 53�-5.7 530.36
DI 76
INV IN 5�-•40 (98-77)527.1
TOP 5�2 526.25
'
\
INV OUT 5�,?39 (77-76)527
10 INV IN 5�•3,49 (77-76) 523
17
535
�
\ �
\
INV OUT_�3-39 (76-75)5
2.95
DI 75
535
4
2
DI 74
\
TOP Er�9❖90 5
8.59
515.34
INV IN 5040P051
( )
TOP
�.
INV IN
(76-75)515.47
INV IN
(75-74) 512.24
INV IN 506.70 ( )
INV OUT
(75-74)515. 9
INV O
T 54z'�#9 (74-7 )512.07
INV IN 510.20 (72 )
530
INV OUT 504.60 -3 530
@8 RCp ��7,6
\
�
DI 73
511.40 TOP S4�-fr2
'
458,
EXISTING
50
.54 INV IN 56�6 (74-73)
525
1g RCP ��3'3
-�
GRADE
507
31 INV OUT 59�-66 (73-4)
'
525
0 3 80/
520
�
�
PROPOSED
GRADE
520
~ �
'
�
515
515
�
1
5j °
510
_
510
@8„ 20
DI 131
TOP 519.48
INV IN 513.50 (132-131)
INV OUT 513.40 (131-36)
525
PROPOSED
525