WQ0043267_Wexford_Subdivision_Phases_1_&_2_Partial_(Phase_1)_Engineer_Cert_Asbuilts_20240625

DocuSign Envelope ID: 32ABEFD8-9A67-42FE-B188-1 DA62DC98794
SITE DATA
PROJECT: WEXFORD (FORMERLY MANNING)
ENGINEER: TIMMONS GROUP
5410 TRINITY ROAD; SUITE 102
RALEIGH, NC 27607
PHONE- 919-532-3281
FAX: [phone]
MIKE ZACCARDO, PE
EMAIL: [e-mail]
DEVELOPER: JEFF PALMER
EASTWOOD HOMES
LAND ACQUISITION MANAGER
TRIAD DIVISION 13980 PREMIER DRIVE, SUITE 120
HIGH POINT, NC 27265
PHONE: [phone]
[e-mail]
PROPERTY LOCATION: GIBSONVILLE OSSIPEE ROAD AND N. MANNING AVENUE
ELON, ALAMANCE COUNTY, NORTH CAROLINA
PARCEL ID: 110124 & 110188
OLD TAX ID: 3-41-13 & 3-41-11
PROPOSED ZONING- NR & NR WITH A TND-O
TOWNSHIP: BOONE STATION
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
TOTAL TRACT AREA: 81.88 AC
PHASE 1 AREA: 19.84 AC
PHASE 2 AREA: 22.23 AC
PHASE 3 AREA: 11.70 AC
PHASE 4 AREA: 10.56 AC
PHASE 5 AREA: 17.55 AC
ENGINEER CERTIFICATION STATEMENT
1, Jonathan Srnitek, FEE , as a duly registered Professional Engineer in the Slate of North
Carolina, having been authorized to observe periodically, weekly, full lime) the
construction of the project, Wexford PH 1 _, hereby state that, to the best of my abilities, due care
and diligence was used in thle observation of the construction such that by my inspection of the
constructed improvements and my review of the as -built ;purvey data, I hereby certify that the (1) public
improvements, (2) private improvements, and (3) public safety of the above referenced protect as
Constructed are in compliance,with the requirements of the improvements as prescribed in the
approved Construction Drawings,approved design documents, andler any approved modifications.
except as noted in red on the 'As -Built' drawings_ Furthermore, I certify that the red -noted exceptions
do not adversely affect the required performance or public!,safety aspects of the improvements.
cimusiQnod w.
Name: �' SwAk Date-- 6/18/2024
DccwSigned by:
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6/18/2024
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VVEXFORD
PHASES 1 AS UILT
RECORD DRAWINGS
ELON, ALAMANCE COUNTY, NORTH CAROLINA
WEXFORD PHASE 1 ASBUILT INFO
AMICK ROAD
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VICINITY MAP
Sheet List Table
Sheet
Number
Sheet Title
AS130.0
COVER -AB
AS132.0
UTILITY MEASUREMENT SHEET - AB
AS132.2
SITE - AB
AS133.0
UTILITY - AB
AS133.2
UTILITY - AB
AS133.3
SANITARY SEWER SCHEDULE - AB
AS134.0
OVERALL GRADING PLAN - AB
AS134.2
DETAILED GRADING PLAN - AB
AS134.3
STORM PLAN - AB
AS134.4
STORM PLAN - AB
AS134.6
STORM SCHEDULE - AB
ABS5.1
CRICKET STREET PLAN & PROFILE - AB
AS135.2
CRICKET STREET PLAN & PROFILE - AB
AS135.4
STANLEY WOODS LANE PLAN & PROFILE - AB
AS135.6
BARLAND LANE PLAN & PROFILE - AB
AS135.7
HOLLYFIELD STREET PLAN & PROFILE - AB
AS135.8
SCALLANS LANE PLAN & PROFILE - AB
AS136.2
STORM OUTFALL PROFILE - AB
AS136.3
STORM OUTFALL PROFILE - AB
AS136.4
STORM OUTFALL PROFILE - AB
AS136.7
SANITARY SEWER OUTFALL - AB
ASB7.0
JASBUILT SURVEY POINTS - AB
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RECORD LEGEND
08.86 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 BY
TIMMONS GROUP, DATED 05/09/2024
AS -BUILT LEGEND
WATER VALVE
WATER SERVICE
y
FIRE HYDRANT
X
WATER MARKER BALL
SEWER MARKER BALL
FORCEMAIN MARKER BALL
•
SANITARY SERVICE CLEANOUT
Co
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SANITARY SEWER MANHOLE
®
SANITARY SEWER- ARV
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BLOWOFF VALVE ASSEMBLY
-
AS BUILT IMPROVEMENTS
'STRUCTURE SYMBOLS
ARE NOT TO SCALE AND MAY APPEAR LARGER ON
SOME SHEETS.
FIELD SURVEY CERTIFICATION STATEMENT
,I. M A2.G _ 19z9a , as a duly regislerecl Professional Land Surveyor / Engineer (circle
one) In the State of North Carolina, hereby cerlify that the data s.howrn an this dratiwingr obtained under
my supervision, is an accurate and complete representation of ghat was ccnstructed in the field, that
the physical dimensions cr elevations shown thus are as -built conditions and the faclllty v-Vas
constructed a rding to the approved plains, except otherwise noted hereo-.
Name:
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DocuSign Envelope ID: 31827CA5-OFDF-4253-9F55-E23F8EO544F4
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STA 33+10.21 CRICKET STREET 55 \ a��� / 81 0 \ - - 1 I �I - - - 120_- _ _60, — 60' PARCEL ID 110123
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ABBREVIATIONS:
GV = GATE VALVE
MJR = MECHANICAL JOINT RESTRAINT
CTB = CONCRETE THRUST BLOCKING
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF ELON AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS, LATEST EDITION.
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7.14'
635.71
628.57' (8" SDR-35 PVC)
85' @ 2.57%
MH-6
628.77' (8" SDR-26 PVC) MH-27
635.43' (8" SDR-35 PVC) MH-10
MH-8
10.29'
645.52
635.23' (8" SDR-35 PVC)
290' @ 2.23%
MH-7
635.43' (8" SDR-35 PVC) MH-9
MH-9
4.94'
649.43
644.49' (8" SDR-35 PVC)
248' @ 3.66%
MH-8
MH-10
- -
8.43'
-
644.39
-
- - - - -
635.96' (8" SDR-35 PVC)
- - - -
48' @ 1.10%
- - -
MH-8
- -
6363z-.G2•
6��'
61�'
s1'T 1.03%
MH-11
15.64'
(8" SDR-26 PVC) MH-12
(8" SDR-26 PVC)
°
MH-2
634.36
7
90.2' 0.51
MH-12
16.28'
63a-9�
SDR-26 PVC) MH-13
64�-G�' (8" SDR-26 PVC)
t��o
MH-11
635.44
618.74
618.52
°
MH-13
16.93'
63'$:9-3r
6�8-4.8' (8" SDR-26 PVC) MH-14
�8-9�' (8" SDR-26 PVC)
o
MH-12
636.89
636�9�
619.47
�..��' (g" SDR-26 PVC) MH-15
616,
65.1�o
MH-14
17.19'
($" SDR-26 PVC)
MH-13
�� ($�� SDR-26 PVC) MH-24
619.51
638.56
623.05 ��
�$6+ (8 SDR-26 PVC) MH-16
622.88
147.5' 2.31
A AEI%
MH-15
15.57
f,38�$�
fie, ($�� SDR-26 PVC)
MH-14
6��-89' (g�� SDR-26 PVC) MH-25
622.97
64g
62a ($�� SDR-26 PVC) MH-17
625.89
°
141.4' 2.01 /°
MH-16
14.56'
�� ($�� SDR-26 PVC )
'�^r/o
MH-15
6i6-6`2' (8" SDR-26 PVC) MH-26
625.96
628.94
643.31
�8'
fir' ($" SDR-26 PVC) MH-18
628.881.74°/
MH-17
13.93'
($�� SDR-26 PVC)
4�/o
MH-16
G7(� /1g� ($�� SDR-26 PVC) MH-28
628.95
633.09
645.59
833.36' (8" SDR-35 PVC) MH-19
s 2.s7
125.9' 3.20%
MH-18
11.95'
�� ($�� SDR-35 PVC) MH-30
¢($�� SDR-26 PVC)
/o
MH-17
fr4rr.99
633.08
650.99
�
638.22
�g_4g(g�� SDR-26 PVC) MH-20
638.12
180.2' 2.79%
MH-19
12.13'
��($� SDR-35 PVC)
1Fi�+� /o
MH-18
��($�� SDR-35 PVC) MH-31
638.16
657.66
644.35
227.7' 2.64%
MH-20
13.13'
;��
fi5' (8" SDR-26 PVC) MH-21
6�43-9�' (8" SDR-26 PVC)
%
MH-19
661.97
C6a-�43
��' ($" SDR-26 PVC) MH-22
647.58
�
233.0' 1.39%
MH-21
14.07'
�� ($�� SDR-26 PVC)
f` %
MH-20
f,�56' ($" SDR-26 PVC) MH-32
647.66
663.50
��' SDR-26 PVC) MH-23
�&3�' SDR-26 PVC)
359.0" 0.93%
%
MH-22
12.12'
fi6�98
(8"
(8"
MH
664.55
658.27
91.9' 7.80%
MH-23
5.60'
66�6�
655-�' (8" SDR-26 PVC)
o
MH-22
MH-24
- -
4.42'
-
630.07
-
- - - - -
625.64' (8" SDR-26 PVC)
- - - -
256' @ 2.56%
- - -
MH-14
- -
MH-25
11.90'
636.95
636-�G
624.72
6z�4�5' (8" SDR-26 PVC)
o
%
MH-15
M 6
.07'
6 67
- - -
2� (�bl� �
�0' M. Mr.
-M
MH-27
- -
10.20'
- -
640.47
-
- - - - -
630.27' (8" SDR-26 PVC)
- - - -
301' @ 0.50%
- - -
MH-7
- -
629.74
139.4' 0.57°/
MH-28
11.42'
6�1-�8'
G�'9-'9G' (8" SDR-26 PVC) MH-29
�rz9-�6' (8" SDR-26 PVC)
MH-17
643.58
631.50
104.7' 1.64%
MH-29
11.74'
6r�3-6rs
63'9-$4' (8" SDR-26 PVC)
MH-28
651.06
637.20
244.4' 1.69%
MH-30
11.83'
6�4�9-3r�
�3�#9' (8" SDR-35 PVC)
%
MH-18
653.68
152.2' 6.58%
MH-31
4.59'
8
6�48-5�' (8" SDR-35 PVC)
%
MH-19
664.84
650.10
0' 1.7 °/
MH-32
14.07'
664-�C�r
656-4E}' (8" SDR-26 PVC)���/o
MH-21
SANITARY SEWER TABLE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
MH-33
12.50'
638.65
626.35' (8" SDR-35 PVC) MH-65
628.65' (8" SDR-35 PVC) MH-33A
626.40' (8" SDR-35 PVC) MH-49
626.15' (8" DIP)
138' @ 1.30%
MH-34
MH-34
11.16'
635.31
624.35' (8" DIP) MH-33
624.15' (8" SDR-35 PVC)
152' @ 3.10%
MH-35
MH-35
13.68'
631.38
619.45' (8" SDR-35 PVC) MH-34
617.90' (8" DIP) MH-59
617.70' (8" DIP)
77' @ 0.50%
MH-36
MH-36
13.57'
630.68
617.31' (8" DIP) MH-35
617.11' (8" DIP)
66' @ 0.58%
MH 36A
MH-37
16.27'
632.00
615.93' (8" DIP) MH 36A
615.73' (8" DIP)
77' @ 0.73%
MH-37A
MH-37A
17.15'
630.53
615.17' (8" DIP) MH-37
613.58' (8" DIP) MH-57
615.50' (8" DIP) MH-38
613.38' (8" DIP)
288' @ 0.50%
MH-43
MH-38
8.90'
626.70
618.00' (8" SDR-35 PVC) MH-39
617.80' (8" DIP)
203' @ 1.13%
MH-37A
MH-39
7.05'
627.55
620.70' (8" SDR-35 PVC) MH-50
620.50' (8" SDR-35 PVC)
103' @ 2.42%
MH-38
MH-40
11.46'
628.96
619.90' (8" SDR-35 PVC) MH-48
617.50' (8" SDR-35 PVC)
164' @ 3.41%
MH-41
MH-41
14.89'
624.49
611.90' (8" SDR-35 PVC) MH-40
609.78' (8" DIP) MH-42
609.60' (8" DIP)
68' @ 0.59%
MH-68
MH-42
11.18'
621.78
610.80' (8" DIP) MH-43
610.60' (8" DIP)
163' @ 0.50%
MH-41
MH-43
15.76'
627.49
613.74' (8" DIP) MH-44
611.95' (8" DIP) MH-37A
611.75' (8" DIP)
190' @ 0.50%
MH-42
MH-44
11.82'
631.82
622.06' (8" SDR-35 PVC) MH-45
620.00' (8" DIP)
126' @ 4.98%
MH-43
MH-45
11.57'
642.57
631.20' (8" SDR-35 PVC) MH-46
631.00' (8" SDR-35 PVC)
306' @ 2.93%
MH-44
MH-46
12.04'
643.94
632.10' (8" SDR-35 PVC) MH-47
631.90' (8" SDR-35 PVC)
65' @ 1.07%
MH-45
MH-47
8.79'
642.00
633.21' (8" SDR-35 PVC)
111' @ 1.00%
MH-46
MH-48
6.61'
629.91
623.30' (8" SDR-35 PVC)
62' @ 5.48%
MH-40
MH-50
6.79'
628.91
622.12' (8" SDR-35 PVC)
59' @ 2.41 %
MH-39
MH-53
6.71'
623.86
617.15' (8" SDR-35 PVC)
181' @ 0.62%
MH
MH-55
12.50'
627.53
615.23' (8" SDR-35 PVC) MH-54
615.03' (8" DIP)
69' @ 0.50%
MH-56
SANITARY SEWER TABLE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRI
Di
MH-56
13.92'
628.41
614.69' (8" DIP) MH-55
614.49' (8" DIP)
65' @ 0.50%
M
MH-57
15.34'
629.30
614.16' (8" DIP) MH-56
613.96' (8" DIP)
76' @ 0.50%
MI-
MH-59
9.71'
628.71
619.20' (8" SDR-35 PVC) MH-60
619.00' (8" DIP)
214' @ 0.51 %
M
MH-60
13.58'
633.78
621.93' (8" SDR-35 PVC) MH-63
620.40' (8" SDR-35 PVC) MH-61
620.20' (8" SDR-35 PVC)
199' @ 0.50%
M
MH-61
7.88'
629.38
621.70' (8" SDR-35 PVC) MH-62
621.50' (8" SDR-35 PVC)
220' @ 0.50%
M
MH-63
11.21'
638.11
626.89' (8" SDR-35 PVC)
216' @ 2.29%
M
MH-64
6.62'
645.12
638.50' (8" SDR-35 PVC)
176' @ 2.31%
MI
MH-65
6.97'
634.97
628.20' (8" SDR-35 PVC) MH-66
628.00' (8" SDR-35 PVC)
210' @ 0.78%
M
MH-66
9.58'
639.76
630.38' (8" SDR-35 PVC) MH-67
630.18' (8" SDR-35 PVC)
199' @ 1.00%
M
MH-67
8.51'
642.96
634.45' (8" SDR-35 PVC)
163' @ 2.50%
M
MH-68
14.05'
623.05
609.20' (8" DIP) MH-41
609.00' (8" SDR-26 PVC)
139' @ 6.75%
M
MH-69
13.79'
611.58
599.62' (8" SDR-26 PVC) MH-68
597.79' (8" DIP)
246' @ 3.03%
M
MH-70
8.92'
599.05
590.34' (8" DIP) MH-69
590.14' (8" DIP)
37' @ 1.63%
MH-71 (C
MH-71 (DOGHOUSE)
8.49'
596.30
589.54' (8" DIP) MH-70
587.81' (15" Reinforced Concrete) EX MH-2
587.81' (15" Reinforced Concrete)
322' @ 1.50%
EX
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\ NAME (in) (ft/ft) (cfs) (in) (in) (in) (NCDOT) 46308
I tIrill 18 RCP f
o1Ill°I 36 0.053 53.21 19.84 6 30 36 14 2 260/FES100 9 23 SHEET NO.INV UP: 634.50 \ 0.068 3.35 10.74 2 75 4 112 B
1_Io 1 HP 4.4INV DWN: 632.50 FES 200 36 0.065 28.19 17.32 5 30 9 36 14 23 2 I I ASB\ I
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DocuSign Envelope ID: 32ABEFD8-9A67-42FE-B188-1DA62DC98794
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
-
CB 101
14.06'
634.07
620.50
6�9.4•'H 36" RCP CB-103
( )
36" RCP
( )
168' 4.18 /o
@
-
FES-1
CB-103
13.61'
(36" RCP) CB-104
86 42: (36" RCP)
31' @ 1.00%
CB-101
CB-104
14.12'3a;a
gg634.03
(36" RCP) CB-105
. ' (36" RCP)
8
CB-103
CB-105
14.62'
(30" RCP) CB-106B
42�9.4.' (24" RCP) CB-180
623.00
22Z (36" RCP)
102" �' 3 °
CB-104
CB-106
11.31'
639.46
@3Wg4 4
' (30" RCP) CB-107
4(15" RCP) CB-106A
627.66
(30" RCP)
49.7' 3.02%
CB-106B
CB-106A
9.58'
{i39z9
UU1 (15" RCP)
ailwUi°
CB-106
CB-106B
12.52'
638.55
-0 6
f_6:21+ (30" RCP) CB-106
� (15" RCP) DI-106C
26 �:Q (30" RCP)
89.3' 5.87%
CB-105
CB-107
11.48'
49 Ad
628.46
628-66-(30" RCP) B-107
(15" RCP) CB-107A
628. 2
��, (30" RCP)
53
CB-106
CB-107A
9.39'
(15" RCP) CB-1076
. ' (15" RCP)
421
CB-107
CB-107B
8.98'
669-84
. ' (15" RCP)
' ° °
CB-107A
CB-108
11.84'
(30" RCP) CB-109
=42 (30" RCP)
°
CB-107
CB-109
12.05'
1 .'
(24" RCP) CB-1 10
(24" RCP) CB-170
6e3a-�9: (15" RCP) DI-160
630.12
(30" RCP)
61.5'@1.02%
�63:-(§ 4.9994
CB-108
CB-110
10.09'
643.99
�
-68B.;F9+ (24" RCP) CB-111
� (15" RCP) CB-110A
63 4. 7
6 2
3. (24" RCP)
91.6'@1.54%
j94'99
CB-109
CB-110A
8.31'W.
9
(15" RCP)
CB-110
S 4,e q.@@4b
CB-111
9.37'
644.69
bb
68- b34# (24" RCP) CB-1 12
63�-99i(15" RCP) CB-150
636.45
634.48
-& r (24" RCP)
46.7' 2.55%
CB-110
-644-4G
CB-1 12
8.81'
647.16
-646-?0.-
26
4� (24" RCP) CB-113
13+ ,µ (15" RCP) CB-112A
637.20
S2✓ (24" RCP)
91.3' 2.89%
' @3Q946
CB-111
CB-112A
5.91'
6�49-9z'1(15" RCP)
0
CB-112
646:;3r
CB-113
9.46'
649.99bJU
`�
24" RCP) CB-114
0- (15" RCP) DI-140
7
639.67
�(24" RCP)
98'n 2.44%
99�-2.29 6
CB-112
CB-114
9.36'
652.54
__- -_
;62-4�98=(24" RCP) CB-1 15
fd�-82L(15" RCP) CB-114A842.98'24"
643.08
642.36
RCP)
85.9'@3.05%
CB-113
-05- @ 9.089S
CB-114A
8.13'
64�4+�15" RCP) CB-124
' (15" RCP)
3-88%
4q.
CB-114
6-
@
CB-1 15
9.78'
655.55
645.57
646.06' 18" RCP) CB-116
Milt 24" RCP) CB-120
�(24" RCP)
98.9'@2.51%
188,
CB-114
@-P.
CB-116
11.35'
1.9
669.96- (18" RCP) CB-1 17
t(18" RCP)
°
CB-1 15
CB-1 17
9.47'
661.25
-066.-9+-
18" RCP) CB-118
fr59 (15" RCP) CB-117A
651.78
651.37
-"„ 41' (18" RCP)
139.7'@1.35%
CB-116
446' 8.99%
CB-117A
8.63'
1.26
$62.28' 15" RCP)
34:-@-9.80%
CB-1 17
CB-1 18
9.30'
684.4 91(15" RCP) CB-119
.Brr(18" RCP)
°
CB-1 17
663.46
CB-119
8.65'
-59�(15" RCP)
0
CB-1 18
fr
CB-120
9.54'
9`(24" RCP) DI-121
845..69'24" RCP)
°
CB-1 15
CB-124
6.76'
a-
844-681 (15" RCP)
°
CB-114A
CB-150
8.87'
63�9h+ (15" RCP) CB-151
bj/Zb
-&9- s ' (15" RCP)
°
CB-111
CB-151
13.80'
o846-3&
63F.92' (15" RCP)
°
CB-150
CB-170
11.13'
64�+
@39-2+L(24" RCP) CB-171
&&+-m y(24" RCP)15
° °
CB-109
CB-171
10.69'
f34.421 (24" RCP) CB-172
891.42' (24" RC
42. °
CB-170
-C 4
CB-172
9.36'
64q.955
632.98=(24" RCP) CB-172A
(24" RCP)
0
:Jd'
CB-171
fr64°lo
CB-172A
9.10'
641.72
-8 9
&_426 L(24" RCP) CB-174
=(15" RCP) CB-172B
632.64
68� (24" RCP)
34.5'@0.46%
CB-172
Sq' @-9.8q%
CB-172B
8.82'
842.88
(15" RCP)
0
CB-172A
CB-173
7.43'
642.88
(15" RCP)
7 o
CB-174
CB-174
8.57'
643.15
11 !}
- (18" RCP) CB-174A
4&y„ePr (15" RCP) CB-173
635.39
634.30
4 (24" RCP)
9' 1.84°//0
991W.
CB-172A
CB-174A
8.90'
(15" RCP) CB-175
638-s7� (18" RCP)
CB-174
-84?64-'�-
CB-175
8.28'
-@ 5
(15" RCP)
o
CB-174A
CB-180
14.03'
g24" RCP) CB-181
VAS (24" RCP)
°
CB-105
CB-181
13.29'
. ' (24" RCP) CB-182
E4 ' (24" RCP)
CB-180
CB-182
9.93'
2124
G`18" RCP) CB-183
(24" RCP)
31/ °
CB-181
CB-183
9.19'
2 (15" RCP) DI-184
-1955� (18" RCP)
°
CB-182
DI-106C
4.29'
(15" RCP)
' 0o
CB-106B
DI-121
4.43'
gg��22�2222
U44
�(15" RCP) DI-122
RCP) DI-123
646.79
�(24" RCP)
141.3' 0.33%
CB-1 20
DI-122
6.70'
�(15" RCP)
DI-121
669h
DI-123
5.92'
�' (15" RCP)
°
DI-121
DI-140
3.88'
47�
6 9s
�(15" RCP)
fdd:4�L(15" RCP) DI-140I-140A
4
�15" RCP)
123'
CB-113
DI-140A
6.85'
�z -
15" RCP)
42@' 4-9946
DI-140
DI-141
3.45'
244-
..� 15" RCP)
°
DI-140
DI-160
8.86'
f4
15" RCP) DI-161
(15" RCP)
8
CB-109
DI-161
5.08'
64
542_41.(15" RCP)
a°
DI-160
DI-184
8.29'
6
`(15" RCP) DI-185
4L{15" RCP) DI-184A
627.70
(15" RCP)
128.8' 0.92%
CB-183
DI-184A
2.25'
��9
699 s46(15" RCP)
DI-184
DI-185
7.29'
sz�(15" RCP)
°
DI-184
DI-191
8.91'
?(15" RCP) DI-192
(15" RCP)
$�-@-9.99n(r
FES-190
DI-192
4.42'
�1.g5g7
634414
W-44' 15" RCP) DI-193
REW1 RCP)
o
DI-191
DI-193
7.08'
T57t(15" RCP) DI-194
15" RCP)
°
DI-192
DI-194
3.07'-ba77
:4 (15" RCP)
°
DI-193
FES-100
4 8�(36"
RCP) CB-101
46-9�
STORM DRAINAGE SCHEDULE
I
STRUICTURE
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
T UCT REDOW
I
FES-190
W-12
534-241(15" RCP) DI-191
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB-201
14.78'
630.96
616.18' (36" RCP) CB-201A
616.18' (36" RCP)
162' @ 4.24%
MH 2O1A
CB-201A
13.84'
630.51
616.67' (36" RCP) CB-202
616.67' (36" RCP)
43' @ 1.15%
CB-201
CB-202
12.47'
629.57
617.60' (30" RCP) CB-202A
618.60' (18" RCP) CB-202D
617.10' (36" RCP)
80' @ 0.54%
CB-201A
CB-202A
10.62'
629.28
618.66' (30" RCP) CB-202B
618.66' (30" RCP)
44' @ 2.39%
CB-202
CB-202B
10.08'
629.00
618.92' (30" RCP) CB-202C
618.92' (30" RCP)
32' @ 0.81 %
CB-202A
CB-202C
11.29'
630.59
619.30' (30" RCP) CB-204B
619.30' (30" RCP)
48' @ 0.79%
CB-202B
CB-202D
12.77'
629.57
618.80' (18" RCP)
31' @ 0.65%
CB-202
CB-204
12.86'
634.36
621.50' (24" RCP) CB-205
622.25' (15" RCP) CB-204A
621.50' (24" RCP)
144' @ 0.88%
CB-204B
CB-204A
11.20'
634.41
623.21' (15" RCP)
31' @ 3.08%
CB-204
CB-204B
12.60'
632.18
620.23' (24" RCP) CB-204
620.83' (18" RCP) DI-204C
619.83' (30" RCP)
106' @ 0.50%
CB-202C
CB-205
12.75'
635.25
623.00' (18" RCP) CB-206
623.00' (18" RCP) CB-220
622.50' (24" RCP)
53' @ 1.89%
CB-204
CB-206
10.91'
636.91
626.00' (18" RCP) CB-207
626.25' (15" RCP) CB-206A
626.00' (18" RCP)
99' @ 3.04%
CB-205
CB-206A
10.48'
637.13
626.65' (15" RCP)
32' @ 1.23%
CB-206
CB-207
10.97'
639.93
629.21' (15" RCP) CB-208
629.06' (15" RCP) DI-207A
628.96' (18" RCP)
95' @ 3.12%
CB-206
CB-208
8.09'
644.66
636.57' (15" RCP) CB-209
636.57' (15" RCP)
104' @ 7.07%
CB-207
CB-209
7.88'
646.87
639.10' (15" RCP) CB-210
638.99' (15" RCP)
42' @ 5.70%
CB-208
CB-210
6.65'
646.12
639.47' (15" RCP) DI-222
639.47' (15" RCP)
50' @ 0.74%
CB-209
CB-220
10.33'
635.13
625.05' (15" RCP) CB-221
624.80' (18" RCP)
47' @ 3.80%
CB-205
CB-221
9.86'
635.11
625.25' (15" RCP)
31' @ 0.64%
CB-220
DI-204C
4.21'
627.51
623.75' (15" RCP) DI-204E
623.50' (18" RCP)
48' @ 5.54%
CB-204B
DI-204E
3.40'
628.96
625.75' (15" RCP)
77' @ 2.61%
DI-204C
DI-207A
5.73'
635.03
629.30' (15" RCP) DI-207B
629.30' (15" RCP)
28' @ 0.85%
CB-207
DI-207B
4.03'
639.09
635.25' (15" RCP)
172' @ 3.47%
DI-207A
DI-222
3.64'
644.64
641.00' (15" RCP)
130' @ 1.18%
CB-210
FES-200
612.33
609.00' (36" RCP) MH 2O1A
MH 2O1A
5.21'
614.18
609.30' (36" RCP) CB-201
609.30' (36" RCP)
20' @ 1.50%
FES-200
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
CULVERT 3
18"
-
662.50
662.00
0.58%
85.96 LF
18 inch RCP
CULVERT 4
18"
-
634.50
632.50
2.60%
76.93 LF
18 inch RCP
WEXFORD PHASE 1 ASBUILT INFO
� � � � � � � i � � �
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB-402A
10.48'
623.48
613.00' (30" RCP) CB-403
617.90' (15" RCP) CB-440
613.00' (30" RCP)
54' @ 0.83%
JB-402
CB-403
10.34'
623.74
613.40' (30" RCP) CB-404
613.40' (30" RCP)
46' @ 0.86%
CB-402A
CB-404
10.40'
626.10
615.70' (30" RCP) CB-405
618.71' (15" RCP) CB-404A
615.70' (30" RCP)
194' @ 1.19%
CB-403
CB-404A
7.18'
626.22
619.04' (15" RCP)
33' @ 1.01%
CB-404
CB-405
9.19'
627.44
618.75' (24" RCP) CB-406
618.25' (30" RCP)
107' @ 2.37%
CB-404
CB-406
9.36'
628.62
619.36' (24" RCP) CB 407B
619.26' (24" RCP)
101' @ 0.51 %
CB-405
CB-407A
9.94'
630.08
620.64' (18" RCP) CB-408
620.60' (18" RCP) CB-430
620.14' (24" RCP)
74' @ 0.56%
CB 407B
CB-408
9.77'
631.88
622.11' (18" RCP) CB-409
622.11' (18" RCP)
42' @ 3.46%
CB-407A
CB-409
8.96'
631.38
622.42' (18" RCP) CB-420
622.67' (15" RCP) CB-410
622.42' (18" RCP)
30' @ 1.02%
CB-408
CB-410
8.25'
631.71
623.46' (15" RCP) CB-411
623.46' (15" RCP)
132' @ 0.60%
CB-409
CB-411
7.09'
630.95
623.86' (15" RCP) CB-412
623.86' (15" RCP)
66' @ 0.60%
CB-410
CB-412
7.12'
630.95
624.04' (15" RCP)
31' @ 0.60%
CB-411
CB-420
7.36'
630.07
622.71' (18" RCP) CB-421
622.71' (18" RCP)
43' @ 0.68%
CB-409
CB-421
5.24'
628.62
623.38' (18" RCP) DI-422
623.38' (18" RCP)
99' @ 0.68%
CB-420
CB-430
9.27'
630.08
620.81' (18" RCP) CB-431
620.81' (18" RCP)
31' @ 0.68%
CB-407A
CB-431
9.03'
630.06
621.03' (18" RCP) CB-432
621.03' (18" RCP)
42' @ 0.52%
CB-430
CB-432
4.89'
626.88
622.28' (15" RCP) CB-432A
621.99' (18" RCP)
191' @ 0.50%
CB-431
CB-432A
4.43'
626.88
622.45' (15" RCP)
31' @ 0.55%
CB-432
CB-440
5.25'
623.82
618.57' (15" RCP)
66' @ 1.02%
CB-402A
CB 407B
9.55'
629.18
619.73' (24" RCP) CB-407A
619.63' (24" RCP)
49' @ 0.55%
CB-406
DI-422
3.16'
627.81
624.90' (15" RCP) DI-423
624.65' (18" RCP)
187' @ 0.68%
CB-421
DI-423
3.85'
631.85
628.00' (15" RCP) DI-424
628.00' (15" RCP)
119' @ 2.60%
DI-422
DI-424
3.92'
634.92
631.00' (15" RCP)
130' @ 2.31 %
DI-423
DI-442
5.53'
620.71
615.18' (15" RCP) DI-443
615.18' (15" RCP)
147' @ 1.30%
JB-441A
DI-443
5.97'
622.97
617.00' (15" RCP) DI-444
617.00' (15" RCP)
110' @ 1.65%
DI-442
DI-444
5.09'
623.39
618.30' (15" RCP)
140' @ 0.93%
DI-443
FES-400
3.79'
610.33
607.00' (36" RCP) JB-401
JB-401
5.02'
613.52
608.50' (30" RCP) JB-402
608.50' (36" RCP)
138' @ 1.08%
FES-400
JB-402
6.77'
617.60
612.55' (30" RCP) CB-402A
611.22' (15" RCP) JB-441A
610.83' (30" RCP)
155' @ 1.51 %
JB-401
JB-441A
618.11
613.27' (15" RCP) DI-442
613.27' (15" RCP)
191' @ 1.08%
JB-402
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB-301A
11.39'
624.39
613.00' (30" RCP) CB-306
616.00' (18" RCP) CB-305
615.46' (15" RCP) CB-332
613.00' (30" RCP)
129' @ 2.83%
JB-301
CB-303
10.77'
628.18
617.66' (15" RCP) DI-340
617.41' (18" RCP)
93' @ 0.71%
CB-304
CB-304
9.31'
626.06
616.75' (18" RCP) CB-303
616.75' (18" RCP)
31' @ 1.00%
CB-305
CB-305
9.62'
626.06
616.44' (18" RCP) CB-304
616.44' (18" RCP)
60' @ 0.73%
CB-301A
CB-306
10.22'
623.69
613.98' (24" RCP) CB-307
613.48' (30" RCP)
62' @ 0.77%
CB-301A
CB-307
7.62'
622.10
614.48' (24" RCP) CB-308
615.23' (15" RCP) CB-307A
614.48' (24" RCP)
96' @ 0.53%
CB-306
CB-307A
6.71'
622.10
615.39' (15" RCP)
31' @ 0.52%
CB-307
CB-308
7.73'
625.15
617.93' (18" RCP) CB-309
617.94' (18" RCP) CB 308A
617.43' (24" RCP)
118' @ 2.49%
CB-307
CB-309
6.97'
629.35
622.38' (18" RCP) CB-310
622.38' (18" RCP) CB-320
622.38' (18" RCP)
120' @ 3.71%
CB-308
CB-310
6.58'
632.27
625.69' (18" RCP) CB-311
625.69' (18" RCP)
92' @ 3.60%
CB-309
CB-311
7.14'
637.41
630.26' (18" RCP) CB-312
630.51' (15" RCP) CB-311A
630.26' (18" RCP)
131' @ 3.49%
CB-310
CB-311A
6.77'
637.60
630.83' (15" RCP)
31' @ 1.02%
CB-311
CB-312
9.15'
643.45
634.29' (18" RCP) CB-313
634.29' (18" RCP)
172' @ 2.34%
CB-311
CB-313
9.11'
643.64
634.53' (18" RCP) CB-316
634.53' (18" RCP)
47' @ 0.50%
CB-312
CB-314
6.82'
642.05
635.48' (15" RCP) CB-315
635.23' (18" RCP)
71' @ 0.55%
CB-316
CB-315
6.40'
642.05
635.65' (15" RCP) CB-342
635.65' (15" RCP)
31' @ 0.56%
CB-314
CB-316
7.77'
642.60
634.84' (18" RCP) CB-314
634.84' (18" RCP)
53' @ 0.59%
CB-313
CB-320
7.13'
629.69
622.81' (15" RCP) CB-321
622.56' (18" RCP)
32' @ 0.55%
CB-309
CB-321
4.29'
627.40
623.11' (15" RCP) CB-322
623.11' (15" RCP)
46' @ 0.65%
CB-320
CB-322
4.12'
627.40
623.27' (15" RCP)
31' @ 0.52%
CB-321
CB-331
6.79'
623.14
616.35' (15" RCP)
31' @ 0.77%
CB-332
CB-332
7.03'
623.14
616.11' (15" RCP) CB-331
616.11' (15" RCP)
87' @ 0.75%
CB-301A
CB-342
6.27'
642.62
636.35' (15" RCP) DI-343
636.35' (15" RCP)
76' @ 0.92%
CB-315
CB 308A
7.04'
625.14
618.10' (18" RCP)
31' @ 0.52%
CB-308
DI-340
4.04'
622.10
618.06' (15" RCP) DI-341
618.06' (15" RCP)
80' @ 0.50%
CB-303
DI-341
2.66'
621.11
618.45' (15" RCP)
78' @ 0.50%
DI-340
DI-343
3.89'
641.05
637.35' (15" RCP)
133' @ 0.75%
CB-342
FES-300
3.79'
605.79
603.00' (30" RCP) JB-301
JB-301
14.12'
618.62
6
°
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB-501
12.74'
628.24
615.50' (42" RCP) CB-503
620.25' (15" RCP) CB-502
615.50' (42" RCP)
108' @ 1.17%
JB 501A
CB-502
10.03'
628.88
620.85' (15" RCP)
58' @ 1.04%
CB-501
CB-503
13.85'
629.60
615.75' (42" RCP) CB-504
615.75' (42" RCP)
50' @ 0.50%
CB-501
CB-504
15.01'
631.14
616.63' (36" RCP) CB-505
616.13' (42" RCP)
77' @ 0.50%
CB-503
CB-505
17.21'
634.74
618.03' (30" RCP) CB-530
617.53' (36" RCP)
180' @ 0.50%
CB-504
CB-506
13.48'
633.18
619.70' (30" RCP) CB-507
619.70' (30" RCP)
43' @ 0.70%
CB-530
CB-507
7.71'
628.61
620.90' (30" RCP) CB-508
622.15' (15" RCP) CB-507A
620.90' (30" RCP)
191' @ 0.63%
CB-506
CB-507A
6.14'
628.61
622.47' (15" RCP)
31' @ 1.03%
CB-507
CB-508
7.12'
630.81
623.69' (30" RCP) CB-509
623.69' (30" RCP)
131' @ 2.12%
CB-507
CB-509
8.95'
632.90
624.45' (24" RCP) CB-510
623.95' (30" RCP)
42' @ 0.60%
CB-508
CB-510
8.75'
633.42
624.67' (24" RCP) CB-511
624.67' (24" RCP)
37' @ 0.61 %
CB-509
CB-511
9.71'
638.17
628.45' (24" RCP) CB-520
628.94' (18" RCP) CB-512
628.45' (24" RCP)
179' @ 2.11 %
CB-510
CB-512
8.95'
638.17
629.22' (18" RCP) CB-513
629.22' (18" RCP)
31' @ 0.91%
CB-511
CB-513
7.82'
637.29
629.47' (18" RCP) CB-514
629.47' (18" RCP)
42' @ 0.58%
CB-512
CB-514
4.59'
634.81
630.21' (18" RCP) CB-515
630.21' (18" RCP)
122' @ 0.61%
CB-513
CB-515
4.27'
634.81
630.78' (15" RCP) CB-516
630.53' (18" RCP)
31' @ 1.04%
CB-514
CB-516
4.18'
635.70
631.52' (15" RCP)
73' @ 1.01%
CB-515
CB-520
12.20'
640.87
628.67' (24" RCP) CB-521
628.67' (24" RCP)
42' @ 0.50%
CB-511
CB-521
12.05'
640.87
628.82' (24" RCP) CB-522
628.82' (24" RCP)
31' @ 0.50%
CB-520
CB-522
8.97'
638.03
629.06' (24" RCP) CB-524
629.72' (15" RCP) CB-523
629.06' (24" RCP)
47' @ 0.50%
CB-521
CB-523
8.08'
638.03
629.95' (15" RCP)
31' @ 0.74%
CB-522
CB-524
10.07'
639.52
632.10' (15" RCP) DI-525A
629.95' (18" RCP) CB-526
629.45' (24" RCP)
78' @ 0.50%
CB-522
CB-526
9.27'
639.52
630.25' (18" RCP) DI-527A
630.25' (18" RCP)
31' @ 0.97%
CB-524
CB-530
16.85'
635.06
619.40' (30" RCP) CB-506
620.40' (18" RCP) CB-531
618.21' (30" RCP)
35' @ 0.50%
CB-505
CB-531
14.19'
636.96
629.87' (15" RCP) CB-533
623.02' (15" RCP) DI-531 B
622.77' (18" RCP)
95' @ 2.50%
CB-530
CB-533
6.76'
636.96
630.20' (15" RCP)
31' @ 1.07%
CB-531
DI-525
3.67'
641.42
637.75' (15" RCP)
72' @ 4.54%
DI-525A
DI-525A
8.1 V
640.61
634.50' (15" RCP) DI-525
632.50' (15" RCP)
22' @ 1.82%
CB-524
DI-527
3.54'
634.23
630.94' (15" RCP) DI-528
630.69' (18" RCP)
63' @ 0.52%
DI-527A
DI-527A
9.45'
639.81
630.36' (18" RCP) DI-527
630.36' (18" RCP)
22' @ 0.51%
CB-526
DI-528
4.69'
636.79
632.10' (15" RCP)
210' @ 0.55%
DI-527
DI-531A
3.63'
627.90
624.27' (15" RCP)
140' @ 0.55%
DI-531B
DI-531B
6.70'
630.20
623.50' (15" RCP) DI-531A
623.50' (15" RCP)
87' @ 0.55%
CB-531
DI 534
6.87'
626.00
619.13' (15" RCP) DI 535
619.13' (15" RCP)
128' @ 1.33%
JB 501A
DI 535
5.51'
632.51
627.00' (15" RCP)
282' @ 2.79%
DI 534
FES-500
3.79'
617.88
614.00' (42" RCP) JB 501A
JB 501A
623.58
614.24' (42" RCP) CB-501
617.43' (15" RCP) DI 534
614.24' (42" RCP)
47' @ 0.51 %
FES-500
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
FES-3
599.79
597.00' (30" RCP) RSR-3
FES-4
607.79
1 605.00' (30" RCP) RSR-4
FES-5
610.79
609.00' (30" RCP) RSR-5
RSR-3
606.40
598.00' (30" RCP)
70' @ 1.42%
FES-3
RSR-4
611.40
606.00' (30" RCP)
64' @ 1.56%
FES-4
RSR-5
8.40'
618.40
610.00' (30" RCP)
69' @ 1.45%
FES-5
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
CULVERT 1
42"
-
608.59
606.46
2.54%
83.91 LF
42 inch RCP
CULVERT 2
42"
-
635.59
633.37
3.54%
62.84 LF
42 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)
FES 300
30
0.017
25.68 14
10.77
2
15
8
18
8
12
B
FES 3
30
0.0122
45.4
10.54
2
15
8
18
8
12
B
FES 400
36
0.0109
22.79
8.81
2
18
9
18
8
12
B
FES 4
30
0.0156
51.3
11.92
3
20
8
26
10
17
1
FES 500
42
0.0049
28.42
6.92
2
21
11
18
8
12
B
FES 5
30
0.0145
49.5
11.49
3
20
8
26
10
17
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CRICKET STREET PROFILE (STA 9+00 TO 22+00)
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OUTFALL DI 184A - CB OUTFALL DI 194 - FES
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NAD83 WEXFORD PHASE 1 ASBUILT INFO
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INV IN636-F3 FIR (CB-1 11) 633.29
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LOW POINT ELEV = 641.17
HIGH PT STA = 15+50.50
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HIGH POINT ELEV = 653.35
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INV IN 699.96 (FIR CB-170) 630.73
IINV INfi q.F8 (FIR DI-160) 630.12
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WEXFORD PHASE 1 ASBUILT INFO
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646.02
INV OUT 646.9F (TO DI-140
\
55
DI-14Q
65
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647.05
TOP
v
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643.44
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141)
643.56
INV 644.1F (FIRDI-140A)
643.27
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50
65
45
A
645
12MC LF
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DI-184A
635.
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F
633.
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DI-184
640
635.70 TOP
62T.77 I
(FR DI-185)
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(FIRDI-184A)
627.70 INV O
T 6�4 (TO CB-183)
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RADE
35
63
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TING
GRADE
l 128.8 LF
30
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63
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15" RCP
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25
\
625
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TOP .
63
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C5.2 & C5.8
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626
626.42
52
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620
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r_-7r_
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670
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65
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660
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CB-120 660
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649.87
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INV IN
FIR (DI-121) 645.48
INV OUT
TO (CB-115)645.39
655
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655
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50
210.5 LF
z46-tF
650
O
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645
0
645
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635
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630
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625
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620
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610
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620
77
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605
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652.22 TOP 658.90 \
646.69 INV IN 64;7.3rs(FIR DI-122)
646.79 INV IN 647.25 (FIR DI-123) - - -
645.95 INV OUT 846..88 (TO CB-120)
660 - _ 66
655.3 TOP 46446 TO 655.56
647.9 INV OUT (TO DI-121) INV IN 64649 FIR(DI-121) 645.48
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640
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645
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645
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640
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WEXFORD PHASE 1 ASBUILT INFO
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631.62
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INV IN (FR MH-11) 616.65
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630
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610
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187.8 LF
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605
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10.44%
600
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86.1 LF
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580
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DocuSign Envelope ID: FBA055CE-918B-480E-B14B-2A716D13F2C5
STORM
Point Number
Northing
Easting
Elevation
Point Name
80061
863316.346
1844960.532
655.554
CB
80062
863312.852
1844927.338
655.555
CB
80067
863051.096
1844986.87
661.962
CB
80070
862912.06
1845000.44
661.254
CB
80071
862908.797
1844967.19
661.264
CB
80117
862673.114
1845024.152
663.457
CB
80118
862669.543
1844990.785
663.38
CB
120864
863414.816
1844951.005
652.544
CB
121084
862669.42
1844990.741
663.36
CB
121085
862673.113
1845023.989
663.455
CB
120865
863411.275
1844917.598
652.706
CB1
120874
863886.433
1844904.535
641.743
CB10
120875
863979.477
1844895.07
640.283
CB11
120906
863437.851
1844885.752
651.673
CB12
120907
863600.837
1844622.895
647.904
CB13
120908
863602.342
1844656.633
647.815
CB14
120909
863698.404
1844689.878
643.148
CB15
120910
863720.095
1844663.967
643.181
CB16
120911
863778.929
1844757.674
641.595
CB17
120912
863744.874
1844763.295
641.719
CB18
120913
863736.03
1844799.246
642.762
C619
120866
863499.348
1844942.796
649.992
C62
120914
863789.671
1844851.081
642.52
CB20
120915
864032.547
1844889.739
639.462
CB21
121003
864053.756
1844683.862
635.254
CB23
121004
864021.425
1844692.481
635.215
C624
121005
864029.225
1844856.271
639.613
CB25
121006
864081.857
1844883.933
638.553
CB26
121007
864123.191
1844839.46
637.91
CB27
121008
864168.493
1844862.256
637.51
CB28
121013
864269.342
1844845.377
635.79
CB29
121014
864087.648
1844816.94
637.482
CB29
120867
863596.842
1844932.853
647.164
CB3
120868
863594.782
1844899.211
647.077
CB4
120869
863687.692
1844924.278
644.693
CB5
120870
863734.085
1844919.261
643.988
CB6
120871
863730.506
1844886.107
644.034
CB7
120872
863820.966
1844876.806
642.604
CB8
120873
863825.215
1844910.348
642.579
CB9
30211
863794.865
1844935.331
643.642
GTI
30212
863803.437
1844992.509
641.221
GTI
30217
864090.372
1844963.295
633.924
GTI
30239
863510.635
1845064.29
647.09
GTI
30293
863530.003
1845259.726
650.331
GTI
40002
863299.127
1844786.714
652.218
GTI
40003
863089.146
1844800.684
656.432
GTI
40001
863311.198
1844706.919
655.358
GTI RIM
40004
863389.931
1845075.457
652.23
GTI RIM
40010
863512.454
1845065.132
647.049
GTI RIM
121138
864171.465
1844672.922
627.498
IE 15 RCP I N V E RT IN
121149
864292.001
1844702.903
626.57
IE 15 RCP I N V E RT IN
121163
864372.52
1844725.647
622.163
IE 15 RCP I N V E RT IN
121139
864172.37
1844673.954
627.549
IE 15 RCP I N V E RT OUT
121148
864149.606
1844607.153
629.502
IE 15 RCP I N V E RT OUT
121150
864294.183
1844703.313
626.579
IE 15 RCP I N V E RT OUT
120952
864029.574
1844856.769
629.748
IE 15" INV OUT
120888
863510.424
1845064.773
643.438
IE 15" RCP I N V IN
120889
863509.548
1845064.256
643.56
IE 15" RCP I N V IN
120898
863298.53
1844786.367
646.788
IE 15" RCP I N V IN
120899
863298.674
1844786.662
646.687
IE 15" RCP I N V IN
120944
863901.228
1844724.043
627.826
IE 15" RCP I N V IN
120945
863901.294
1844724.42
627.668
IE 15" RCP I N V IN
121118
863794.647
1844936.346
634.088
IE 15" RCP I N V IN
121120
863661.025
1844955.329
637.264
IE 15" RCP I N V IN
121485
863901.637
1844723.577
627.828
IE 15" RCP I N V IN
121529
864317.418
1845128.784
618.13
IE 15" RCP I N V IN
120886
863392.297
1845076.117
646.025
IE 15" RCP I N V OUT
120887
863510.333
1845063.734
643.273
IE 15" RCP I N V OUT
120901
863311.758
1844709.534
647.96
IE 15" RCP I N V OUT
120916
863803.713
1844991.783
635.141
IE 15" RCP I N V OUT
120943
863884.368
1844657.999
628.645
IE 15" RCP I N V OUT
120946
863902.601
1844724.597
627.712
IE 15" RCP I N V OUT
120947
863916.621
1844790.767
633.84
IE 15" RCP I N V OUT
121099
863090.21
1844800.454
649.868
IE 15" RCP I N V OUT
121117
863795.24
1844935.684
634.008
IE 15" RCP I N V OUT
121119
863662.686
1844954.193
637.294
IE 15" RCP I N V OUT
121121
863629.225
1844958.281
638.027
IE 15" RCP I N V OUT
121122
863917.669
1844790.248
633.921
IE 15" RCP I N V OUT
121132
864090.19
1844962.102
629.655
IE 15" RCP I N V OUT
121486
863902.321
1844724.214
627.714
IE 15" RCP I N V OUT
121531
864340.652
1845152.358
618.525
IE 15" RCP I N V OUT
121164
864374.448
1844725.591
622.058
IE 18 RCP I N V E RT OUT
121169
864454.781
1844703.961
613.967
IE 18 RCP I N V E RT OUT
120937
863941.139
1844474.666
634.387
IE 18" INV IN
120938
864018.333
1844448.774
632.325
IE 18" INV OUT
121079
862518.115
1844912.836
661.783
IE 18" RCP I N V B
121080
862455.387
1844975.378
662.45
IE 18" RCP I N V E
121507
864617.594
1844766.88
613.02
IE 2" RCP INV IN
120900
863298.763
1844787.551
645.954
IE 24" RCP I N V OUT
121182
864620.745
1844765.404
593.64411E
30 RCP I N V E RT O UT
121185
864690.99
1844731.342
605.20511E
30 RCP I N V E RT O UT
STORM
Point Number
Northing
Easting
Elevation
Point Name
121158
864347.889
1844879.005
621.016
I E 36 RCP INVERT I N
121160
864370.389
1844854.826
620.497
I E 36 RCP INVERT I N
121159
864350.256
1844879.358
620.916
I E 36 RCP INVERT OUT
121161
864371.222
1844853.907
620.316
I E 36 RCP INVERT OUT
121170
864479.656
1844730.721
612.945
I E 36 RCP INVERT OUT
121511
864415.322
1845063.644
615.82
IE 36" RCP INV IN
121519
864370.291
1845071.848
616.415
IE 36" RCP INV IN
121530
864315.93
1845130.17
616.941
IE 36" RCP INV IN
121518
864372.513
1845070.122
616.325
I E 36" RCP I N V OUT
121528
864318.577
1845127.219
616.841
I E 36" R C P I N V OUT
121181
864617.352
1844766.874
593.671
I E 6 P V C INVERT I N
121505
864617.538
1844766.817
614.917
I E 6" R C P I N V I N
80108
863940.962
1844474.626
634.364
IE B 18 RCP
121512
864415.64
1845063.511
615.8
IE BOTOF BOX PIPE INACCESSIBLE
80109
864017.65
1844448.656
632.445
IE E 18 RCP
121490
864454.677
1844704.761
615.739
TOP FES
121491
864480.395
1844729.252
616.478
TOP FES
121492
864690.724
1844730.683
608.086
TOP FES
WATER
Point Number
Northing
Easting
Elevation
Point Name
30289
863639.712
1844951.345
646.301
WV
32000
862479.386
1844942.857
665.415
WV
32001
862467.958
1844952.709
665.648
WV
32002
862306.544
1845101.639
666.543
FH
32003
862298.566
1845092.329
667.828
WV
32005
862192.429
1845169.365
668.42
WV
32008
861795.835
1845401.522
650.048
FH
32009
861791.562
1845396.015
649.866
WV
32010
861530.444
1845650.89
634.395
WV
32011
861535.666
1845654.955
634.176
FH
32012
861410.712
1845770.536
636.005
WV
32015
861129.535
1846021.911
651.821
WV
32016
861130.603
1846023.705
651.407
FH
32017
860662.45
1846263.17
654.794
WV
32018
860662.954
1846265.006
654.691
FH
40100
862523.955
1844902.544
663.079
WV
40101
862527.91
1844898.658
662.929
WV
40108
864039.417
1844436.442
632.602
WV
40109
864044.137
1844434.912
632.607
W M
80057
863615.937
1844953.351
647.025
FH
80068
862974.978
1845013.358
661.503
FH
80079
862499.439
1845004.422
663.863
F H
80092
863397.023
1844908.351
652.616
FH
80101
863801.036
1844842.703
641.733
FH
80107
863952.785
1844499.024
638.217
FH
120838
863422.365
1844764.024
653.99
W M
120839
863421.672
1844833.374
652.984
W M
120840
863421.987
1844840.522
652.918
W M
120841
863305.614
1844916.643
655.962
W M
120842
863235.853
1844923.452
657.945
W M
120843
863165.468
1844930.443
659.662
W M
120844
863096.462
1844937.18
661.11
WM
120845
862967.646
1844949.736
662.146
W M
120846
862915.675
1844954.956
661.58
W M
120847
862851.485
1844961.736
662.043
W M
120848
862790.708
1844967.042
662.583
W M
120849
862778.675
1844968.722
662.639
W M
120850
862721.07
1844974.359
663.369
W M
120851
862610.749
1845040.719
664.213
W M
120852
862617.536
1845040.755
664.204
W M
120853
862680.471
1845034.881
663.769
W M
120854
862742.502
1845028.7
663.176
W M
120855
862846.54
1845018.097
662.247
W M
120856
862858.946
1845017.022
662.066
W M
120857
862923.886
1845010.294
661.611
W M
120858
863094.584
1844993.94
661.37
W M
120859
863107.931
1844992.481
661.106
W M
120860
863178.259
1844985.924
659.423
W M
120861
863250.265
1844978.331
657.779
WM
120862
863325.279
1844971.202
655.579
W M
120863
863387.511
1844965.19
653.798
WM
120877
863795.876
1844805.253
642.163
W M
120878
863795.437
1844795.599
642.029
W M
120879
863766.706
1844700.669
642.379
W M
120880
863734.863
1844662.072
643.032
W M
120881
863715.827
1844646.802
643.671
W M
120926
863953.358
1844499.845
638.856
FH
120927
863975.953
1844567.704
636.962
W M
120928
863990.662
1844622.25
636.331
WM
120929
864006.99
1844682.026
635.637
W M
120930
864026.94
1844758.988
636.22
W M
120931
864029.633
1844767.729
636.363
W M
120932
864089.793
1844775.127
637.008
W M
120933
864086.869
1844765.244
636.392
W M
120934
864068.791
1844695.639
635.572
W M
120935
864051.208
1844629.369
636.147
W M
120936
864033.457
1844562.177
636.986
W M
120953
864100.392
1844890.355
638.501
FH
120957
864270.602
1844800.792
636.131
W M
120958
864278.067
1844802.039
635.409
FH
120959
864286.387
1844802.944
635.969
W M
SEWER
Point Number
Northing
Easting
Elevation
Point Name
80049
863678.18
1844990.763
648.224
CO
80050
863682.67
1845050.481
649.857
CO
80051
863691.63
1845108.316
652.288
CO
80052
863691.852
1845132.788
651.711
CO
80053
863637.581
1845139.722
652.242
CO
80054
863635.231
1845119.992
652.252
CO
80055
863628.668
1845060.916
650.819
CO
80056
863622.035
1844997.237
647.979
CO
80058
863473.065
1844955.482
651.846
CO
80059
863393.744
1844962.48
653.576
CO
80060
863331.493
1844970.181
656.029
CO
80063
863254.813
1844976.91
657.941
CO
80064
863185.369
1844983.777
659.668
CO
80065
863115.386
1844992.475
661.241
CO
80066
863087.748
1844993.058
661.468
CO
80069
862930.208
1845009.904
662.146
CO
80072
862866.524
1845015.497
662.584
CO
80073
862839.496
1845019.611
662.55
CO
80074
862748.179
1845027.676
663.392
CO
80075
862687.345
1845033.589
664.21
CO
80076
862625.766
1845041.213
664.399
CO
80077
862604.547
1845041.128
664.323
CO
80078
862550.055
1845032.757
665.563
CO
80080
862483.82
1844984.945
665.508
CO
80081
862519.142
1844947.002
665.463
CO
80082
862712.943
1844975.516
663.824
CO
80083
862774.235
1844969.567
662.733
CO
80084
862794.267
1844966.705
663.248
CO
80085
862857.9
1844960.124
662.435
CO
80086
862920.979
1844955.012
662.333
CO
80087
862971.43
1844948.247
662.645
CO
80088
863089.597
1844939.072
661.396
CO
80089
863158.018
1844931.739
660.149
CO
80090
863227.622
1844925.361
658.292
CO
80091
863298.572
1844917.467
656.647
CO
80093
863421.671
1844847.881
653.055
CO
80094
863419.477
1844828.369
653.51
CO
80095
863423.742
1844759.918
654.053
CO
80096
863721.686
1844647.985
644.186
CO
80097
863741.671
1844665.836
643.697
CO
80098
863769.601
1844707.1
642.587
CO
80099
863794.643
1844787.988
642.367
CO
80100
863795.874
1844811.257
642.003
CO
80102
864033.271
1844774.47
637.1
CO
80103
864025.861
1844750.137
636.571
CO
80104
864006.561
1844674.416
635.996
CO
80105
863989.364
1844615.278
636.842
CO
80106
863976.135
1844561.776
637.737
CO
80110
864030.73
1844553.079
637.08
CO
80111
864049.362
1844621.688
636.306
CO
80112
864066.93
1844686.993
635.305
CO
80113
864070.263
1844694.662
635.595
CO
80114
864085.481
1844758.481
636.132
CO
80115
864091.063
1844779.734
636.821
CO
120956
864263.999
1844800.913
635.581
CO
120960
864289.803
1844804.013
635.808
CO
120961
864343.55
1844822.593
635.336
CO
120962
864391.919
1844859.344
634.2
CO
120963
864419.685
1844898.364
634.082
CO
120964
864439.858
1844951.784
633.149
CO
121115
863967.363
1844965.228
641.702
CO
121116
863907.403
1844967.496
642.217
CO
121155
864197.508
1844939.067
633.294
CO
121538
864196.948
1844939.068
634.966
CO
121539
864198.742
1844962.166
634.863
CO
121540
864208.404
1845021.069
632.974
CO
121542
864212.717
1845084.18
631.722
CO
121543
864230.748
1845205.623
631.674
CO
121544
864211.634
1845305.101
632.983
CO
121545
864259.589
1845253.903
631.984
CO
121546
864332.963
1845177.476
630.423
CO
121547
864361.395
1845148.388
630.405
CO
121548
864403.922
1845103.385
631.105
CO
121549
864429.718
1845056.463
631.385
CO
121550
864440.259
1844952.167
633.134
CO
121551
864419.322
1844898.596
633.919
CO
121552
864391.797
1844859.31
634.153
CO
121553
864343.68
1844822.467
635.256
CO
121554
864290.289
1844804.249
635.678
CO
32004
862275.831
1845110.996
668.335
MH
30288
864269.81
1844845.206
635.812
MHD
30207
863662.152
1844955.221
646.391
MHD DI
30209
863629.058
1844958.507
646.454
MHD DI
30213
863918.03
1844930.501
639.961
MHD DI
30215
863951.23
1844927.058
639.946
MHD DI
30221
864608.768
1845019.963
613.317
MHS
121204
864007.128
1844549.131
636.954
MHS
121517
864395.383
1845078.127
630.08
MHS
121536
864301.777
1845177.38
629.612
MHS
121537
864247.127
1845086.99
630.222
MHS
121206
863023.342
1845110.271
664.835
MHS1
SEWER
Point Number
Northing
Easting
Elevation
Point Name
121195
864421.983
1845000.975
631.62
SMH 12
121201
864690.586
1844992.038
603.178
SMH 14
121081
862561.012
1845001.83
664.554
SMH 1
121109
864077.999
1844856.515
638.56
SMH 10
121110
863937.926
1844875.72
640.853
SMH 11
121083
862652.901
1845004.002
663.503
SMH 2
121086
863010.204
1844968.858
661.971
SMH3
121089
863242.183
1844946.822
657.658
SMH4
121091
863468.7
18449 24.071
650.991
SMH 5
121092
863453.694
1844772.573
653.677
SMHS
121093
863695.673
1844669.771
643.577
SMH 5
121094
863757.871
1844754.025
641.697
SMH 5
121095
863773.181
1844892.626
643.312
SMH 5
121096
863648.005
1844905.736
645.586
SMH5
121097
863671.548
1845149.029
651.056
SMH5
121105
864007.105
1844549.232
636.975
SMH 6
121106
864354.349
1844849.456
634.357
SMH 7
121107
864287.441
1844820.111
635.436
SMH8
121108
864223.513
1844832.38
636.894
SMHS
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