WQ0018857_Add Info Response_20221209

AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
I CERTIFY THAT THESE PLANS WERE PREPARED UNDER
MY SUPERVISION AND DIRECTION AND ARE CORRECT TO
THE BEST OF MY KNOWLEDGE AND BELIEF.
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CHARLES A. JOYN '' P.E. N.C: REG. NO. 871
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1972 .40
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PLAN APPROVAL
MIKE KEt-EMAYOR
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JANUARY 20, 1999
GRANT NO. E­SRG-T-0-0-0104
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SANITARY SEWER IMPROVEMENTS
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OGRAVITY COLLECTION LINE REPLACEMENT
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AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
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LOCATIONS ARE APPROXIMATE
AS -BUILT
�F 46

SANITARY SEWER COLLECTION SYSTEM GENERAL CONSTRUCTION NOTES
1. Legend of abbreviations used in plans:
A. SCC = Sewer Collection CONTRACTOR.
B. STPC = Sewage Treatment Plant CONTRACTOR.
C. WDC = Water Distribution CONTRACTOR.
D. STC = Street CONTRACTOR.
E. SDC = Street and Drainage CONTRACTOR.
F. SS with Solid Line = Proposed Sanitary Sewer.
G. SS with Dashed Line = Existing Sanitary Sewer.
H. MH = Manhole.
I. W with Solid Line = Proposed Water Line.
J. W with Dashed Line = Existing Water Line.
K. V = Valve.
L. S with Solid Line = Proposed Storm Sewer.
M. S with Dashed Line = Existing Storm Sewer.
N. CB = Catch Basin.
0. DI = Drop Inlet.
P. JB = Junction Box.
2. The CONTRACTOR shall include all clearing in the UNIT PRICE of the pipe or
applicable construction item.
3. All stone bedding shall be included in the UNIT PRICE of the pipe or applicable
construction item.
4. Backfill material shall be as follows:
A. Under proposed pavement and curb and gutter.
1. Suitable soil material excavated from the site shall be used for backfill
unless directed otherwise by the ENGINEER. Payment for backfilling
shall be included within the UNIT PRICE of the pipe.
5.
6.
7.
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10
11
12.
2. Borrow shall be used at the direction of the ENGINEER if existing
on -site material is not suitable. Payment for BORROW shall be at the
CONTRACT UNIT PRICE per cubic yard as shown in the BID
SCHEDULE under the payment category "BORROW".
B. Not under proposed pavement and curb and gutter.
1. Suitable soil material excavated from the site shall be used for backfill
unless directed otherwise by the ENGINEER. Payment for backfilling
shall be included within the UNIT PRICE of the pipe.
All construction is on a UNIT PRICE basis.
The CONTRACTOR is responsible for all subsurface conditions and construction
methods necessary to install the facility.
Backfill compaction for all sanitary sewer construction shall be in accordance
with SECTION 02222, EXCAVATION, BACKFILL, AND COMPACTION FOR
SEWER LINES. This section shall supersede any less stringent compaction
requirements found elsewhere in the PLANS and/or SPECIFICATIONS.
CONTRACTOR shall contact all utility companies prior to beginning work and
shall fully coordinate and have all utilities flagged within the area of
construction. Known utilities within the project area and their respective
contacts are as follows:
A. Electrical
Town of Macclesfield
[phone]
B. Gas
None
C. Cable TV
Frontier Vision
1-800-753-3624
D. Telephone
Sprint
1-800-634-0778
E. Water and Sewer
[phone]
CONTRACTOR shall contact the N.C. Department of Transportation (D.O.T.)
prior to any work within D.O.T. right-of-ways.
Prior to sanitary sewer construction within any area where road construction is
in progress by a D.O.T. contractor, the sanitary sewer contractor shall
coordinate the installation of the proposed sanitary sewer with the D.O.T.
contractor and the D.O.T. inspector to insure that the sanitary sewer is installed
in a manner to avoid conflicts with the D.O.T. construction and to provide all
specified bury depths and clearances.
Construction zones and approaches to construction zones shall be signed and
marked in accordance with the following:
A. "Manual on Uniform Traffic Control Devices for Streets and Highways",
latest revision by U.S. Department of Transportation, Federal Highway
Administration.
B. "North Carolina Construction and Maintenance Operations Supplement to
the Manual on Uniform Traffic Control Devices for Streets and Highways",
latest revision by Division of Highways, N.C. Department of Transportation.
C. "North Carolina Highway Marking Manual and Supplement to the Manual
on Uniform Traffic Control Devices for Streets and Highways", latest
revision by Division of Highways, N.C. Department of Transportation.
All locations of existing utilities, storm drainage and other facilities are
approximate and shall be field verified by the CONTRACTOR prior to installation
of new construction. PLANS do not show all existing utilities, storm drainage
and other facilities. The CONTRACTOR shall make his own prebid field
determination of all existing utilities, storm drainage and other facilities.
13. CONTRACTOR shall be responsible for correcting or replacing all existing
utilities and facilities damaged or destroyed during construction whether said
items are shown on PLANS or not. Damage repair or replacement of all existing
utilities and facilities shall be included within the UNIT PRICE of the pipe.
14. CONTRACTOR shall install all sewer collection lines, manholes, and
appurtenances in the locations shown on the PLANS.
15. When minimum cover in all directions is less than thirty-six (36) inches, the pipe
shall be ductile iron pipe.
16. CONTRACTOR shall open cut by sawing, breaking, removing, disposing and
replacing all concrete or asphalt driveways and concrete or asphalt private
roads. PLANS do not show all driveways and private roads. Associated cost
shall be paid as "BREAK, REMOVE, AND REPLACE EXISTING PAVEMENT" as
shown in BID SCHEDULE. Payment shall not be made for widths greater than
two (2) feet.
17. CONTRACTOR shall immediately restore all driveways, private roads and drives
to mail boxes to as good as or better than original condition. CONTRACTOR
shall maintain all driveways, private roads and mail box drives until said drives
are accepted by the ENGINEER as being as good as or better than their original
condition. Associated cost (including CABC required by D.O.T.) to be included
in UNIT PRICE of pipe.
18. All secondary roads and major highways shall be crossed by cased drybore as
shown on the PLANS. Drybore shall extend a minimum of five (5) feet beyond
the edge of the asphalt. Drybore quantities for which payment shall be made
will be based upon termination of the casing no more than five (5) feet beyond
the asphalt regardless of the quantity shown on the PLANS or the actual
quantity installed.
19. All other roads or aprons shall be open cut by sawing, breaking, removing,
disposing and replacing unless PLANS specifically require a drybore. PLANS do
not show all roads and aprons. Associated cost shall be paid as "BREAK,
REMOVE, AND REPLACE EXISTING PAVEMENT" and as "BREAK, REMOVE,
AND REPLACE EXISTING CURB AND GUTTER" as shown in BID SCHEDULE.
Payment shall not be made for widths greater than two (2) feet.
20. CONTRACTOR shall obtain permission from respective property owners prior to
encroaching on private properties for construction purposes including, but not
limited to, bore pits for drybores.
21. With respect to sewer main installation under existing facilities i.e., storm
drainage, gas mains, etc., sewer main joints shall not be installed within four (4)
feet of the existing facility. Sewer main shall be centered on existing facility.
22. Sewer collection lines that are to be installed under ditches, streams or creeks
with less than four (4) feet of cover between the top of the pipe and the
deepest portion of the ditch, stream or creek bed shall be ductile iron installed
within steel casing.
23. Relation of sewer collection lines to water mains.
A. Lateral separation of sewer collection lines and water mains.
1. Sewer collection lines shall be laid at least ten (10) feet laterally from
existing water mains, unless local conditions or barriers prevent a ten
(10) foot lateral separation.
a. If a sewer collection line cannot be laid with a ten (10) foot lateral
separation with respect to water mains, the sewer collection line
shall be laid within a separate trench with the elevation of the top
of the sewer collection line at least eighteen (18) inches below the
bottom of the water main.
B. Crossing a sewer collection line under a water main.
1. Whenever it is necessary for a sewer collection line to cross under a
water main, the sewer collection line shall be laid at such an elevation
that the top of the sewer collection line is at least eighteen (18) inches
below the bottom of the water main, unless local conditions or barriers
prevent an eighteen (18) inch vertical separation. If an eighteen 08)
inch separation can not be achieved, both the water main and sewer
shall be constructed of ferrous materials and with joints that are
equivalent to water main standards for a distance of ten (10) feet on
each side of the point of crossing.
C. Crossing of a sewer collection line over a water main.
1. Whenever it is necessary for a sewer collection line to cross over a
water main, both the sewer collection line and the water main shall be
constructed of ferrous materials and with joints equivalent to water
main standards for a distance of ten (10) feet on each side of the point
of crossing. A section of sewer collection line pipe shall be centered
at the point of crossing.
24. Deactivation and detachment of existing sewer collection lines.
A. The detachment from OWNER'S sewer system of all existing lines being
replaced by new sewer collection lines, the break, removal and replacement
of pavement caused by the detachment, and any fittings necessary to
sever, plug, and/or stop any sewerage leakage of the existing system shall
be included in the UNIT PRICE of the pipe. Included in the UNIT PRICE of
the pipe shall also be the removal or abandonment ' of existing sewer
collection lines and any asphalt replacement necessary due to the process.
B. Sewer collection lines to be severed and plugged are shown on PLANS for
CONTRACTOR'S convenience only. These lines are shown based upon the
best known evidence with respect to their size, location, and type of
material. CONTRACTOR shall predetermine and field verify the exact size,
type, and location of existing sewer collection lines as applicable to insure
minimum interruption of service.
25. Tie-in of existing sewer collection lines to new sewer collection lines.
A. All existing sewer collection lines that are not to be abandoned that cross
or are in the vicinity of a new sewer collection line shall be tied into the
new sewer collection line if elevations permit. Payment for tie-ins and
associated tie-in pipe and sleeves shall be included within the UNIT PRICE
of the pipe.
B. Lines to be tied -in are shown on PLANS for CONTRACTOR'S convenience
only. These lines are shown based upon the best known evidence with
respect to their size, location, and type of material. CONTRACTOR shall
predetermine and field verify the exact size, type, and location of existing
sewer collection lines as applicable to insure minimum interruption of
service.
26. Existing sewer collection lines shall remain active until replaced by a new sewer
collection line. Temporary measures, at CONTRACTOR'S expense, may be
used to insure all existing services remain active.
27. Interruption of service.
A. Detachments or tie-ins.
1. CONTRACTOR shall notify OWNER, all affected users, and the
ENGINEER prior to interruption of service.
2. If interruption of service will last greater than two (2) hours, the
CONTRACTOR shall preschedule the work with OWNER at a mutually
agreeable time that would impose a minimum inconvenience on the
affected users.
B. Service change over.
1. CONTRACTOR shall notify the affected user prior to interruption of
service.
2. Maximum time a user should be out of service for tie-ins of new
service shall be thirty (30) minutes.
28. Erosion and Sedimentation Control
A. Temporary
1. All land disturbed areas shall be graded to minimize runoff.
2. All land disturbed areas on the banks and approaches to ditch, stream
or creek shall be graded not to exceed 2:1 ratio. Surface water runoff
shall be diverted from land disturbed areas.
3. Construct and maintain detention basins, silt traps, check dams and
barriers.
4. Divert all runoff into ditches, detention basins or silt basins.
5. All trenches to be left open greater than twenty-four (24) hours shall
have all spoil placed uphill of the trench, thereby converting the open
trench to a silt trap.
6. Not more than 300 feet of trench shall be opened in advance of
completed backfill.
7. Trenches shall not remain open greater than five (5) working days.
8. All land disturbed areas on the banks and approaches to ditch, stream
or creek shall be fertilized, limed, seeded and mulched within five (5)
working days.
9. All land disturbed areas related to pipe installation shall be fertilized,
limed, seeded and mulched within ten (10) working days.
10. Seeding will not be done in areas to receive pavement.
B. Permanent
1. Final grading, soil preparation, fertilizing, liming, seeding and mulching
shall be completed in all land disturbed areas within fifteen (15)
working days of completion of any land disturbing activity.
31. CONTRACTOR to keep system in operation throughout construction period.
CONTRACTOR may have to pump from one manhole to another at various
times to keep the system in operation.
All existing sanitary sewer that is broken during construction shall be removed
and disposed of at approved landfill.
32. When CONTRACTOR uses a construction easement he must provide a
temporary gravel construction entrance/exit.
33. All Drop Inlet/Catch Basin where potential erosion existing shall comply to
Detail F Page 42 of 44.
34. CONTRACTOR shall maintain all erosion/sedimentation control, check dams
after each rainfall, minimum every three (3) days.
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
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4+00
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INV (S) = 73. 28
INV (N) = 73. 38
5+00
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7+00
8+00
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81.28
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INV (N) = 74. 19
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AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
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HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL PR/NTFAST
PRINTED IN U.S.A.
SHEET 4 OF 46
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MANHOLE NO. 33
STA 16+65
MANHOLE NO. 8
RIM = 84. 29
INV (E) = 76.93
INV (W) = 78.25
INV (N) = 77. 09
INV (S) = 78. 41 78.07
85.97
14+00
CREEK
MOBILE HOME
MOBILE HOME
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INV (W) = 76.03
INV (E) = 76.09
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STA 14+74
MANHOLE NO. 6
RIM = 90. 94
INV (E) = 75.57
INV (W) = 75. 63
15+00
--• . 1 I I -.-
16+00
66' R/W
D.O.T. CLAIMS
BRICK HOUSE
80' R/W FROM
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INV (S) = 78.59
INV (W) = 78. 69
INV (N) = 80. 16
18+00
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RIM = 86.
INV (SE) =78. 97
INV (N) = 79. 07
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DURING CONSTRUCTION
CHECK DAM LOCATION
19+00
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INV (N) = 80. 32
INV (W) = 84. 33
20+00 21+00 22+00 23+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
24+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
XffiOMAL PRINTA45T
PRINTED IN U.S.A. SHEET 5 OF 4S
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66' R/W
29+00
30+00
HIGHWAY FEDERAL AID SHEET
PLATE 9-SINGLE PLAN AND PROFILE -FULL LINE
NAMNAL PRINTFAST
PRINTED IN U.S.A.
31+00
66' R/W
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SHEET 6 OF 46
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66' R/W
93.07
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GREENE ST.
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4+59 4+65 6+08 6+39
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204 206
5+83 6+68
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LOSSIN G
4+57
BRICK
SERVICE STATION
66' R/W
4+00
5+00
6+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
Ni9T/ONAL PR/NTFAST
PRINTED IN U.S.A.
7+00
LL1
Lli
(j) 7+87
SHINGLE HOUSE
Q' 301
N O
96.44 96.63 97.45
N
R/W
8+83 9+42
66' R/W VINYL HOUSE WOOD HOUSE
305
4" 55 4" 55
8+57 9+2.2
C/SS 33' t/SS 34'
BOC 13' BOC 14'
SS
99.14. I 99.68
k
8" TC
10+32
VINYL HOUSE
41,55 307
10+1 l
C/S5 33,
BOC 12. 5'
100.25 100.61
SS
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
66' R/W
L
11+56
W
VINYL HOUSE
4" S5
t j
401
STA. 12+05
I. 3 4'
SS 27. 5'
N
U,
BOC 13. 5'
11.
100.94
101.01
SS
101.12
101.30 MATCH LINE
12+00
8" TC
-� 4" SS
STA 7+31
STA.10+58
4" 35 4" 55
�,/SS 31. 5'
MANHOLE NO. 14 STA. 9+76 50C 10' STA. 11+78
RIMx96. 55 C/SS 33' C 34'
INV(N)= 90. 87 306A BOC It' u; SS 40,
INV(S)= 88. 94 302 308B 400 80C 13. 5'
INV(E)= 88. 76
INV(W)= 90. 86
9+42 10+32 11+36
4" 55
1 VIN 8 HOUSE BRICK HOUSE BRICK HOUSE VINYL HOUSE
C/55 33'
BOC It. 5'
MANHOLE NO. 2
RIM= 101. 06
INV(E)= 92. 93
66' R/W INV(W)-94. 44
INV(S)= 93. 03
E 66' R/W
8+00
9+00
10+00
11116141
12+00
SHEET 7 OF 46
M-1377 RED

MATCF
12+
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13+00
14+00
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RIM= 104. 27 327
INV(W)= 96. 44
INV(E)= 96.32
15+00
16+00
I-rn \71,g5 5-Tg,_1al 6T
17+00
HIGHWAY FEDERAL AID SHEET
PLATE 9-SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL FRINTFAST
PRINTED IN U.S.A.
19+00
DOUBLE WIDE
0
BRICK HOUSE
BRICK HOUSE
SHINGLE HOUSE I r
O
0 1 I
I D
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I
20+27 I
VINYL HOUSE 1 I
aeaelel
21+00
21.71
BRICK HOUSE
0
22+00
22+74
BRICK HOUSE
0
23+00
AS-BUIITS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
23+74
BRICK HOUSE
0
SHEET 8 OF 46
M-1377 RED

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MANHOLE NO. 12
RIM=95: 41
INV(N)= 36. 40
INV(S)= 83. 82
INV(E)=� 86. 40
INV(W)=.84. 31
F
0+00
96.30 97.04
SS
I+00
SECOND STREET
Wi STORM
DRAIN
�I MH#15
GREEN STREET
FO 26' FROM
OF SECOND STREET
5. 5' DEEP
2 B'
SPUR 3+09
CONVENIENCE MART SHINGLE HOUSE
4" 55 LAT/CO
STA. 2+03
BOG 6'
CL/SS 27'
.
86 97.9746
95.60 97.70 97.35
SS
1 B" TC --��
I
Zz
10 II
m 97.29 97.26 97.23
II
I II
66' R/W
5.54
4+87 WOOD HOUSE 7+24
SHINGLE HOUSE
201 4" 55 LAT
203 STA. 5+83
33-t 66' R/W
14' BOC
97.15 97.12 97.20 97.24 97.38 97.78
SS L ISS
8" TC
GREEN STREET
98.40
.111-
98.21
66' R/W
8+57
BRICK HOUSE
� 301
99.30
100.33
9+64
BRICK HOUSE
4" SS/CO
STA.9+29 3p3
14' BOC
22 55
33' t
IS" SS LAT/CO STA. 2+00 LATERAL "B" � � "WEBB"
4" 55/00
MANHOLE NO. 12A 4" S5 LAT F43.5't
TA. 8+59
STA. I+96 4" 55 LAT 4" 55 LAT 4" SS LAT
CL/55 28' RIM=97.90 STA.3+64 STA. 6..67 STA. 7+08
STA. 5+27 !6' BOC
INV(E)=87. 59 14. 5' BOG STA. 4+21 34't 32.5't 31. 5't 35' 55 s
INV(W)=87. 42 34' SSl MANHOLE NO. l 15' 60C 13' BOC II. 5' SOC
eea RIM=97.40
REST. INV(N)� 89 36 204
8.82
INV(E)= 88. 8B STA. 7+92 VINYL HOUSE
3.31 INV(W)=88. 73 DROP MANHOLE NO. 16
BP WOOD HOUSE I BRICK HOUSE VINYL HOUSE I NV(W 9890. 73
BP GAS I INV(N)= 90.94
STATION 4+87 INV (E)= 93. 47
BRICK CHURCH
66' R/W
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
rmTioArAL PR/NTF/15'T
PRINTED IN U.S.A.
4" S5/CO
STA. 11+22
0 33' t
4" SS/CO
STA. I 1+07
14' BOG
327 S5/CL
10.83
VINYL HOUSE
.505
104.66
103.06
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
LOT
4" SS/CO
STA.11+92
12' BOG
30' S5/CL
MATCH LINE
12+00
506
4" 55/ CO
STA.11+88
14' BOC
33. 5' S5/CL
01.48 V
------__MANHOLE
STA. 10+44
6 'Tr-
MANHOLE NO. 24
�S
SERVICE LINE
RIM=104. 67
INV(E)=98. 12
INV(W)=97. 78
306�
INV(SW)=99.89(6" TC SERVICE)
4" SS/CO
STA. 9+60
io+83
14. 5' BOC
VINYL HOUSE
43' 55
33, It
4" S5/CO
5TA.10-52
9.93
14' SOC
WOOD HOUSE
33' CUSS
WYE 5TA.10+48
SS RUNS TO
1 PITT STREET
9+27 y
SHINGLE HOUSE
10+00 11+00 12+00
SHEET 9 OF 46
M-1377 RED

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12.00
12.19
BRICK HOUSE
12+00
STA.13+44
MANHOLE NO. 25
RIM=110, 32
INV(E)= 100. 73
WIWI = 100. 56
13+00
13.58
VINYL HOUSE
4" SSICO
STA.t3+65
0 BOG
31' CL/SS
14+00
J
14-73
BRICK HOUSE
SHINGLE HOUSE
SHINGLE HOUSE
15+00
16.08
BRICK HOUSE
4" SS/CO
STA.16+10
15' BOG
3N CL/SS
16+00
(WAIN VLG INV. cV/-
RIM=107. 78
INV(W)= 102. 69
INV(E)= 1,02.89
INV(N)s 102.89
MANHOLE NO. 27
SS RUNS TO LINE
MOORE ALLEY
17.30
VINYL HOUSE
17+00
R/ W
17.78
BRICK HOUSE
4" SS/CO
5TA.17+47
15' BOC
33' CUSS
SS RUNS TO LINE
MOORE ALLEY
18.03
BRICK HOUSE
18+00
STA.17+25
MANHOLE NO. 26
RIM=106. 89
INV(W)= 103.I6
SS RUNS TO LINE
66' R/W
MOORE ALLEY
4" SS/CO
18.97
STA. 0+84
BRICK HOUSE
2. 5' END OF BRICK WALk
7'
4ll
400 GREEN ST.El
4" SS1CO
STA.1+89
127 t
6' SS
I107.82
` 108.90 110.90
111.20
SS
110.91
MOORE ALLEY%J
/-�
STA. 0+0 0
M
In
MANHOLE NO. 25A
4" SS1CO
RIM=107. 78
STA. I+2B
INV(W)= tO2. 69
SS
FROM HOUSE
INV(E)& 102.89
I
14.5't
INV(N)£ 102. 89
MANHOLE NO.26
I 30' R/W
F
_
407 GREEN ST.
409 GREEN ST.
411 GREEN ST.
1+00 2+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
4" SS/CO
STA. 2+07
16' t
MISS
STA. 2+04
MANHOLE NO. 27
RIM= It 0. 91
tNV(S)= 103. 83
15'
6 10'
NOT TO SCALE
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
AfArl=/IL PK/NTFAST
PRINTED IN U.S.A. SHEET 10 OF 46
M-1377 RED

MANHOLE NO. 82
Q
Q
O
_-I
5+26 I 6-23 6+65
X WOOD HOUSE 5+72 WOOD HOUSE
U_ I BLOCK HOUSE I BLOCK HOUSE
In
2+62 4+27
EXISTING EXISTING
MANHOLE NO. 79 MANHOLE NO. 78 5+98
RIM=78.28 RIM=79.82 EXISTING
INV(N)=72.55 INV(S)=73.70 I MANHOLE NO. 77
INV(S)=72.66 INV(N)=73.57 RIM=84.11
0+00 BOTTOM=72.74 BOTTOM=73.69 Iz
INV(N)=76.93
EXISTING INV(S)=77.08
LIFT STATION NO. 81 (NV(E)=77.13
RIM=78.37 BOTTOM=77.12
INV(W)=67.92 TC=80.54
ASP=80.18
78.75 79.40 79.52 79.82 8122 81.52 82.61 84.1185.70
77.95 78.28 78.25 i- S5 -I -
77.75 all PVC 80.25
®F
77.25 �
\ 77.05 55
76.55 �t LATERAL "I"
VT�
-------�
0+28
EXISTING
MANHOLE NO.80
RIM=76.53
INV(E)=68.18
INV (S)=68.43
BOTTOM=68.32
0+00 1+00 2+00
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4+00
5+00
6+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
M4r#CXAL PRIMMSr
PRINTED IN U.S.A.
7+79
VINYL HOUSE
7-28 8-14 8-66
WOOD HOUSE SHINGLE CHURCH WOOD HOUSE
87.35 88.80
1 ss _ i .
7+00
90.18 91.38 GRATE 92.45
1 �_ �92.02
e" PVC I ss
GRATE
92.01
8+00
9+00
9+26
WOOD HOUSE
9+98
EXISTING
MANHOLE NO. 76
RIM=93.75
INV(N)-86.87
INV(S)=87.15
130TTOM=87.08
93.09 93.75
-I -- 1�
10+00
10+48
WOOD HOUSE
11+17
WOOD HOUSE
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
11+71
BLOCK HOUSE
I I+40
EXISTING
i
93
94.47 95.00 95.96 f 95.98
-{ SS I -fir--r SS s f5 MATCH LINE
12-00
11+71
10+77 BLOCK CHURCH
VINYL HOUSE
11+00
12+00
SHEET II OF 46
M-1377 RED

12.17
BLOCK HOUSE
MATCH LINE 96.55 97.28
12+.00 SS _t__
12+00
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BRICK HOUSE
I
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19.30
EXISTING
MANHOLE NO. 91
RIM=101.58
INV(W)=94.66
NV(N)=99.13 (4" PVC SERVICE)
INV(SE)=98.82 (4" PVC SERVICE)
12.93
EXISTING
MANHOLE NO.75 14.20
RIM=97.54 EXISTING
INV(S)=89.49 MANHOLE NO. 74
I
NV(N)-98.22 RIM=98.36 9+20
BOTTOM=89.39 18+86 MOBILE HOME
INV(N)=90.03
INV(S)=90.12 VINYL HOUSE P 101.58
BOTTOM=90.13 /
100.63
97.64^ 97.48 (
5+78
98.08 EXISTING
98.18 MANHOLE N0. 73 Cu �
�
-t � $$ RIM=97.67
B" PVC �I- 98.36 INV(S)=90.88 � 98.18 INV(N)=90.70 m
` ~\ INV(E)=93.95 BOTTOM=90.87 co
RS$ �� 4
A /� 94.73
ROAD S% ` 97.83 �� �� 18.44
SHINGLE HOUSE
97.23
LATERAL "I"
\97.38 97.73 /
� 97.23
96.23
INV=94.36 S$ 97.83 94.33
\78.85 / DITCH
( 17-63
EXIST
EXISTING
97.93 MANHOLE NO. 72
RIM=97.93
INV(N)=92.56
INV(E)=92.66
INV(W)=94.13 (4" PVC SERVICE)
13+00 14+00 15+00
16+00
17+00
EXISTING
MANHOLE NO. 77
RIM=84.11
INV(N)=76.93
INV(S)=77.08
INV(E)=77.13
BOTTOM=77.12
TC=83.44
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIbED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
1.89
EXISTING
MANHOLE NO. 82
RIM=8329
INV(W)=78.04
INV(S)=78.17
BOTTOM=78.12
1.77
WOOD HOUSE
i6.74 8624 84.44
-� SS -1- -t-- 6329
8" PVC
GUT=83.14 83.54
W
n
84.50
2.71
0
,D BLOCK HOUSE
D
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to
2.94
EXISTING
MANHOLE NO. 83
RIM-85.20
INV(N)=78.67
INV(S)=78.80 (4" PVC SERVICE)
8520
3.54 3+54
BRICK HOUSE VINYL HOUSE BLOCK HOUSE
18+00 19+00 20+00 0+00 1+00 2+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
Nariavae PK/NTFAST
PRINTED IN U.S.A.
SHEET 12 OF 46
3+00
M-I377 RED

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0+00
66R/W
'
I
4" SS LAT/CO
1*10. 5'
12' BOC
33.5't 66' R/W
98.01 99.50
0+66
WOOD HOUSE
1 4" SS LAT/CO
0+72
5. 5' BOC
26' It,
STA. 0+00
MANHOLE N0. 15
RIM=97. 40
INV(N)='89. 36
INV(E)=88..88
INV(W)=88. 73
1+00
2+04 4" SS LAT/CO
2+7 0
12. 5' BOC
32. 5'
CViURCF9
4' SS LATlCO 4" 55 LATlCO
2+57 2+79
13. 5' BOC STUB 12. 5' BOC
33' t OUT 32' It
--
100.80 101.65
101.70 101.03
SS
B" TC
I+60 2+35 3+18
WOOD HOUSE VINYL HOUSE VINYL HOUSE
IO4
4" SS LAT/CO 4" SS LAT/CO
1+80 1+94 4' S5 LAT/CO
8' BOC 6. 5' BOC 1'''94 I
6. 5' BOC
28.5' It 27' 27'
2+00 3+00
W
W
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Ld
100.16 99.79
N
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00000
4+99
EXISTING
STORM SEWER MANHOLE
66' R/W T.25
13080TTOTOM=93.33
I 4+94
BRICK HOUSE BRICK HOUSE BRICK HOUSE
I
201 203 205
66' R/W
4" SS LAT/CO 4" SS LAT/CO
5+13 5+78
10. 5' BOC 12' BOC
3f t 33' I
INV - 93.59 I 1
99.18 98.47 9825 98.30 98.76 99.53 100.49
SS Sg
30" RCP 8" TC
SECOND STREET
INY = 93.45
LATERAL "D" _ _
4+94
4+37 5+71 6+61
BRICK HOUSE BRICK HOUSE VINYL HOUSE VINYL HOUSE
202 204 206
_
l I
4" SS 133 4" SS LAT/CO
4+83 I
10. 5' BOC 5+57
32. It 13' 80C STA. 7+39
I STA. 3+67 34' MANHOLE NO. 62
DROP MANHOLE NO. 61 RIM=101. 21
RIM=99: 64 INV(N)= 94. 05
INV(N)= 90. 95 INV(S)= 92. 54
INV(S)= 90. 86 INV(E): 9.4. 05
INV(E)= 94. 40 INV(W): 93.11
4+00 5+00 6+00 7+00
w
10127 101.39
4l
cr_
N O
u)
AS=BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
7+99 8+45 EMPTY LOT
VINYL HOUSE VINYL HOUSE 9+29
I BRICK HOUSE 11+94
BRICK HOUSE
I 301 303 305 66' R/W 4" SS LAT/CO
4" SS LAT/CO 4' SS LAT/CO 11+81 40l
4" SS LAT/CO 8+74 4" SS LAT/CO
!4' +15 12' BOC
12. 5' BOC 9+29 32.5' t /SS
12. 5' BOC 33' t 12' BOC 34' t/SS a
33' t 33' k/SS -- en
102.32 103.22 104.25 105.30 106.00
SS SS 104.31 106.35 MATCH LINE
8" TC SS 106.01 105.41
12+00
--
BRICK HOUSE 8+76 9r86 N
SHINGLE HOUSE BRICK HOUSE 4" SS LAT/CO 11+63
+45 VINYL HOUSE
302 STA. l0+98 111 OC
304 DROP MANHOLE NO. 63 34' k 400
RIM=106.32
I INV(N)=95. 81
I 4'° SS +19 INV(S)=95. 61
8+19 4" SS LATlCO
10' BOC 8+56 INV(E)=97. 78
4" SS LAT/CO INV(W)d02, 57 -
31. 5' 10' BOC 10+28 4" SS LAT/CO
31. 5' 14' BOC 11+45
66' R/W 13' B0C
34'
34' t/SS
8+00 9+00 10+00 11+00 12+00
110
100
24"
RCP
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HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
PRINTED IN U.S.A.
SHEET 13 OF 46
M-1377 RED

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13+51
13+53
00�32 13+67
STA, 13+60 404
MANHOLE NO. 64
RIM=102. 28
INV(S)=96. 88
12+85 14.00
BRICK HOUSE WOOD HOUSE
4" S5tC0 66' R/W
STA. 12+99 403 405
13, BOC
34' SS
4" S5/CO
STA. 13+91
WYE STA. 13+51
35. 5' 55
MATCH LINE 105.41 104.56 103.55 102.6o LOCATION WHERE 6" FORCE MAIN MATCH LINE
SS I TIES INTO MACCLESFIELD SANITARY s7.se
12.00 8•' Tc SEWER BY ANOTHER CONTRACTOR 12+00
�+
SECOND STREET SEE SHEET 17
- _
41'
4" SS/CD
STA.12+74
12' BOC
33' SS 404
402 13.71
MOBILE HOME
12'71 4" S51CO
BRICK HOUSE
STA.13+67
WYE STA. 13+53
12, BOC - 6" FORCE MAIN FROM PINETOPS
33' 55 BY ANOTHER CONTRACTOR
12+00 13+00 14+00 12+00
s7.as sa.os
SS
-
! t W/M
a
_":; 4" SS/CO
,' STA.12+85
1l' BOC
;'..` 33'
404 34' 55
12' CONC
12+b1
BRICK HOUSE
13+00
NOTE: RESIDENCE HAS A GRINDER PUMP
TIED INTO A 2" LINE CLOSE TO t IN
ORDER TO GET FALL ON SS LAT.
4" S51C0
STA. 14+65
13' BOC33, S5 W, S51C0
5TA.15+27
WYE STA. 15+05
DW BRICK HOUSE 36. SSBRICK HOUSE
4" SS/CO
STA.13+45 la CONC
2' BOC 10 coNc
21'
b:.A
CITY
SIGN LIMITS O P W/M UP wo
98.44 9836 99.62 100.36 101.25 102.17
SS SS
FOURTH STREET
❑ ' '� SIGN W/M
4' CONC d'
4" 551C0 4 to coNc
57A.13+68 -c ;;`
Il' SOC a', _ >,'?
33' 406 526
34' SS 10• CONC
13.83 BRIC15+78 K HOUSE
BRICK HOUSE STA. 15+53
MANHOLE N0. 100
4" SS/CO
RIM=101-64 STA.15+81
INV(N)=97.73 13, BOC
INV(S)=97.83
33' t
34' SS
14+00 15+00 16+00
\
66' R/W
15' CONC
A
a END CBG
UP TD
103.35 104.46
END CBG
W/M
ROAD
NARROWS
4" SS/CO
STA.16+59
35' SS
16.ao
BRICK HOUSE
17+00
NO SERVICE
SEPTIC
BRICK HOUSE
14' CONC
UP
- w0
105.72 107.27
S$
lit) 0
UP :,a_ W/M
4 '
^A
"
. '•
WCONC �.
1T CONC 5gg
BRICK HOUSE
4" SS1CO
STA
33' .17+ SSS
�
18+00
108.86 110.40
UP cgo
STA:19+33
MANHOLE NO. 101
RIM=I10. 12
INV=100, 00
19+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
111.77
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W/M
610
BRICK HOUSE
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HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
JIMTlOADgb PRINTFAST
PRINTED IN U.S.A.
SHEET 14 OF 46
M-1377 RED

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SOUTHERN BANK
4" SS
66' R/W
O+B3
13, 60C
4" 55
41
35'
1+68
2' BOC
17'
C°
1
STA. 0+00
MANHOLE NO. 12
RIM=95. 41
INV(N)=86. 40
INV(S)= 83.82
INV(E)=86. 40
INV(W)_ 84. 31
0+00
1+00
51'
s
2+00
3+00
W 66' R/W
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97.53
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STA. 3+68
—MANHOLE NO. 66
RIM=97. 25
INV(W)= 89.74
INV(N)=.89. 74
INV(S)= 89. 42
66' R/W
4+00
4" 55
4+ 8 8 5+18
18, BOC MOBILE HOME
33'
98.04
8" TC
5+00
If
66' R/W 6+03 6+64
HOUSE
BRICK HOUSE BRICK HOUSE
4" 55
5+96
19, BOC
33'
4" 55
8+18
BRICK HOUSE
98.50 1
99.32 100.41 101.38 1/1
SS � 4" FM TIED INTO 8" SS
T-----------SOUTH 51DE OF MH #71
5+76
RED 8 WHITE
GROCERY
6+00
4" 55
6+08
3 8'
HIGHWAY FEDERAL AID SHEET
PLATE t-SINGLE PLAN AND PROFILE -FULL LINE
M4T/OMOIL PR/NTFAST
PRINTED IN U.S.A.
7+00
STA, 7+40
MANHOLE NO. 71
RIM=101, 89
INV(S)=94.05
INV(W)=94. 29
8+00
9+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED.
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
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SHEET 15 OF 46
M-1377 RED

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AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
d­ STA. 1+79 4" 55/CO 4" 55/CO
10' B O C STA. 2+24 STA. 2+3 0
30' t 55 WYE STA. 2+18 WYE STA. 2+21
7' BOC 7' BOC
28' t SS 28' t 55
0+94 1+62 2+10 2+52
STORAGE QUINN'S MINLbTRY
UMOLSTERY TIM OFFICE
�—
COLE
LOGGING 66' R/W
In
In
THIRD STREET
93.76
93.20 93.10 93.15 93.49
SS
8" TC
W
41 1+72
~ STA. 0+00
MANHOLE NO. 13 --
IW N RIM=93.85
ui INV(N)= 86. 49
CD INV(S)r-- 86. 59
INV(E)c 86. l9
INV(W)=86. 6l
0+00 1+00
2+00
o" 55/CO
5TA. 2+40
6' BOC
28' t 55
STA. 2+24
MANHOLE N0. 49
RIM=94.52
INV(S)=87. 62
POST
OFFICE
2+66
MINISTRY
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e
HIGHWAY FEDERAL AID SHEET
PLATE I -SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL FR/NTFAST C
PRINTED IN U.S.A. SHEET 16 OF 46
M-1377 RED

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COMMUNITY CENTER
4" 551CO
STA.0+78
14. 5' BOC
(4J 33' t 55
--
RIM=�94.25
INV = 91.44
18" RCP
96.44 95.45 95.22 95.34
SS SS
it
INV 91.93
-G-
RIM = 94.23 ❑
N FH DI 4" 551CO
STA. 0+96
0.84 7. 5' BOC
SHINGLE HOUSE 31' 55
1+38
MOBILE HOME
STA. 0+00
MANHOLE NO. 14
RIM=96, 55
INV(N)= 69. 61,
INV(S)a 68.94
INV(E)= 88. 76
INV(W)a 90. 86
1+00
4" 55/CO
STA. 3+15
15. 5' BOC
35, It }-
33' k
3-01
SHINGLE HOUSE WATER TANK
4-84 LOT
BRICK HOUSE
66' R/W 4" 551CO 66' R/W Z 23'
4" 55/CO 105 203 STA.5+35 N
WY£ STA. Z+06 Il. 5' BOC
C10 STA. 2+13 " 33' FH
9' 80C 30,55 °Q°
A 28' 55
W/M W/M
y. ❑
M ❑ SIGN
O
96.08 8" TC 97.38 99.18 100.55 100.86 100.75 100.20 99.90 all TC 99.59 99.20 98.74 98.26 98.09 - 98.08
SS SS SS
So FOURTH STREET
o= ❑ p
DI .q DI SIGN "4 W/M
O - - ❑ -
41' W/M W/ ❑ 9
p; ❑
2+21 4" 551C0 4"SS/CO 5+07
MOBILE HOME6.66
SHINGLE HOUSE STA. 3+32 STA. 3+9-5 BRICK ST7A. + HOUSE . 655 BRICK HOUSE
13' BOC LOT FROM MH 47
30' 10' BOC Z06
108 88• 3P t
4" 55/ C O 33' 55
STA• 5+27
STA. 3+73
4+27 11. 5' BOC
4" 55/C0 MANHOLE NO. 47 WOOD HOUSE 4" 55/CO
STA.2*11 RIM=101. 04 33' 5,
35,55 STA. 6+04
5' BOC INV(N)= 92. 70 10. 5' BOC STA. 7+33
28' It INV(S)= 92. 80 31' C MANHOLE NO. 45
30,55 33' 55 RIM=98. l5
INV(N)= 94, 24
INV(S)= 94.34
INV (E) 94.34
2+00 3+00 4+00 5+00 6+00 7+00
HIGHWAY FEDERAL AID SHEET
PLATE �-SINGLE PLAN AND PROFILE -FULL LINE
)M7110NAL PR/NTF,AST
PRINTED IN U.S.A.
6.03
DOUBLE WIDE
4" 551CO
STA. 8+31
14' SOC
34' t
33' 55
97.89 97.66
1 SS
4" 551C0
STA- 8+09
12. 5' BOC "{� 8,.72
33' It BRICK HOUSE
36' 55
304
LOT
4" 551CO
STA. 8+71
13, 60C
33' It
36.5' 55
8+00
66' R/W
WOODS INV = 92.50
I�
NEW INV = 92.60
30" RCP 1130" RCP
97.54 97.45 97.35 j 197.31 97.36
SS Ili
I I
NEW INV = 92.80
WIM JNV = 93.5,
tH
4'" SS/CO Io+ll
STA. 9+77 BRICK HOUSE
12' BOC ASPHALT
34' � 55 306 ASPHALT
STA. I 1+33
MANHOLE NO. 45A -
RIM= 97. 67
INV(N)=95. 94
INV(S)= 96. 04
00 10+00 11+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
MATCH LINE
97.59 97.68
SS Iz+oo
SEE SHEET 14
W/M 11+81
BRICK HOUSE
402
4" 55/CO
STA,11+59
II° 80C
33' t 55
12+00
SHEET 17 OF 46
M-1377 RED

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VINYL HOUSE
96.77
SS I
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WOOD HOUSE
STA. 0+00
MANHOLE NO. 14
RIM= 96. 55
INV(N)= 89. 61
INV(S) = 88.94
INV(E) = 88.76
INV(W)= 90.80
0+00
1+00
66' R/W
`.d.
96.82 96.66
1 ❑
- - - LATERAL
104
1+62
WOOD HOUSE
STA. 1+5 8
4" 5S LAT.
9' BOC
27' 55 t
2+00
96.52 96.34
ss �'-
II
STA. 2+81
4" 55 LAT.
10, BOC
28' SS
108
IO BOC
2+60
BRICK HOUSE
STA. 2+44
4" 55 LAT.
28, 35 t
3+00
STA. 4+60
4" 55 LAT,
2. 5' BOC
22 55
23' t
N
21
97.13 97.91
96.12 96.17 95.99 96.34
SS em TC
FOURTH STREET
cl:
®
5TA.5+12
MANHOLE NO. 69
4" 55 LAT.
w
RIM=96. 44
!V BOC
INV(N)= 9[.16
US, S5
®
INV(S)= 9L 00
27' 5.
�a
INV(E)= 9I+90
INV(W)= 91. 10
4+00 5+00
STA. 6+5 0
4" SS/CO
13, 80C
26' 55
6+70
BLOCK HOUSE
66' R/W
I
S
,PS
99.08 100.50 101.94 102.92
5
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STA. 6+64
4" SS/CO
17' 80C
0
30' SS
6+90
WOOD HOUSE
6+00 7+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
iMrI NAL PRINTA4ST
PRINTED IN U.S.A.
STA. 8+24. 5
4" SS/CO
9155
85. 5' k WILSON ST.
------- SS
iC
STA. 8+65
MANHOLE NO. 92
STA, 7+39
RIM= 104. 31
MANHOLE NO. 88
STA. 8+65
INV= 94. 55
RIM=103.13
INV(N)= 94. 05
4" 5S/CO
INV(S)= 92. 71
35' FROM MH
INV(E)= 93.31
INV(NW)=100.01 (2" FORCE MAIN)
8+00
9+00
10+00
11+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
12+00
SHEET 18 OF 45
M-1377 RED

/
84.01 4'
f
/
_ - 0" PINES
84.8
}
i z" CEDAR
/
/
RCP
T RISER
PSAO WV
--
STA. 0+00
MANHOLE NO. 8
RIM=84. 29
INV(E)= 76. 93
INV(W)= 78. 26
INV(S)= 78. 41
INV(N)= 77. 09
40't
0+00 1+00
I+35
MOBILE HOME
313 H8 ST.
COlSS
1 11
41. 5
12' 55
85.6
2+34
EMPTY LOT
4,. COlSS
2+14
35
8' SS
85.4
STA. 2+64
MANHOLE NO. 38
RIM= 87. 75
INV(N)= 79. 49
INV(S)= 79. 69
2.7•
2+00
4" C0/55 OPI {i8 ST.
2,85 3+35
33.5'�, WHOLESALE
8' S5 AUTO BROKERS
INV = 82.71 > r4.' > e
' ,�� +
- ; ."
d
coNCR
: e .. L ..4
86.0 II e ^ _ • . Q.' S _
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18" RCP RAIL ®AD STREET
I
INV=81.54
U -
U STA. 5+17
Y MANHOLE N0. 38A
J RIM: 87. 82
INV(N)= 80. 7L
W INV(S)= 80. 86
30•
3+35
JACK'S PLACE
3+00 4+00
1
1
- -
87.2
+
21'
-
11
4.60
BLOCKHOUSE
5+70
STORAGE
87.5
87'0 +
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I Q
5+35
MOBILE HOME
5+00
NOTE -.EACH 4" SERVICE TAP
FURNISHES (2) LOTS.
6+20 6+59
MOBILE HOME MOBILE HOME
577
4" CO/5S
6+3 2
80.8
88.8
f
6+00
BLOCK HOUSE
MOBILE HOME
MOBILE H
6+00
7+00 7-40
MOBILE HOME
EMPTY
LOT
585
4" COS
7�l4
36. 5' �
89.8,
MOBILE
MOBILE HOME MOBILE HOME
H MOBILE H
STA. 7+13
MANHOLE NO. 40
RIM=9l. 07
INV-81. 87
3l'
7+00
7+94
N
STA 1+50 = STA 0+75 SHEET 20
33' RR S
MANHOLE N0. 34
RIM = 86.03
INV (N) = 79. L2
INV (5) _ '79. 60
INV (W) = 79. 67 SEE SHEET 20
66' R/W
_
_
Lij 86.7
I 0+00 SS
® - _
4" CO/55
U) 23' S5
EMPTY
N 81.15
85.65
85.46 /
4.11 ss 85.34 J 3.75
cn �
1 U
MOBILE HOME
MANHOLE NO. 33
RIM= 94. 81
INV(S)= 79. L2
INV(E)= 79. 60
MANHOLE NO. 8 INV(W)=79. 67
RIM=84. 29
INV(E)= 76.93
INV(W)= 78. 26
INV(S)= 78. 41
INV(N)= 77. 09
0+00 1+00
_
87:
--
MOBILE HOME
4" 1+19
22!+5' 55
2+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
30' EASEMENT
90.2 91.8 933_ as 6" 45` �03ENID)79.91
88.7+
EMILY CIR LE (ROCK) MH 35 6" CO
BILE HOME _ -!
4" LAT/CO
7' SS
4" .,46 2+21
27 5 4". CO
42' S5 20' 55 MOBILE HOME
MOBILE HOME
STA. 4+iG
MANHOLE NO. 35
RIM: 92. 07
INV(£)c 85. 21
(NV(W)= 6" TAP 84. 87
lNV(S1= PLUG 85. 2l
3+00 4+00
90
80
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AL4rfOffift PR#NrFASr
PRINTED IN U.S.A. SHEET 19 OF 4i
M-1377 RED

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MOBILE HOME
MOBILE HOME : n • f . '
- CONCRETE. 7 A
t.ROA� ��REET as.sl so.ol STA.6+96
_ 8 RA� �--MANHOLE N0. 98 33'
4 aesl 89.31 SS RIM=90. l3
1 ea.31 SS INV=84. 25
�1 88.41
INV=81.54TP 88.51
66.61 SS 588
86.31 4" 35/CO 4" 55/C0
85.81 1 - - STA. 5+38 STA. 5+81
86.41 38' t 572
86.51 55 ' 39' t VINYL HOUSE
86.21 4" SS/CO I 6° 55 5 SEMPTY
/ 85.51 STA. 4+13 I
UU 6°° 55tC0
34' t
SS opoo STA. 3+52 38, 55
53®
I 4" 55/CO
84.21
STA. 6+21 MOBILE HOME
J 39 2 38' It MOBILE HOME
0 7" 6• 55 BLOCK HOUSE MOBILE HOME
J 6' SS 4" 55/CO 4" SS/CO
U W I STA. S+83 STA. 8+88
JACK'S PLACE MOBILE HOME 40. 5' It 40' t
J
STA. 0+75 7' S5 7' 55
STA. 0+00 T MANHOLE NO. 34 STA. MANHOLE
STA. MANHOLE
W RIM = 66. 03 RIM=805E N0. 96 RIM 89 3E N0. 97
MANHOLE 1 33 INV (N) = 79 45 INV(N)=82.53
RIM(S)= 84 I INV (S) = 79. 60 INV(N)=81. l4 INV(S)=82.80
INV(S)=79. 12 13N4( �=8l. 3I
INV(E)=78. 94 INV (W) =79. 67 33,
INV(W)=79.12 33' (L
33'
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
)VAT/OiUL PROYTrAST
PRINTED IN U.S.A.
8+00
OIL COMPANY
El
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SHEET 20 OF 46
M-077 RED

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VINYL HOUSE
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4" SS LAT/CO
V5+03
VINYL HOUSE
STA. 6+54
t 29'
55 34'
4"
SS LAT/CO
STA. 5+14
TxZ
LOT
20
S5 26'
107.10
10720
/ GRAVEL ROAD
0+82
HOUSE
4" SS LAT/COVINYL
66' R/W
STA. 2+97
N ®
4" SS LAT/CO
SS 25°
/
SS
STA. 0+90
_ 1 loa�
/ 107.70
SS 2.5'
-
107.80 '
J
STA. 6+66
f
MANHOLE NO.89A
f 1
4" SS LAT/CO
RIM=f03:73
E. NASH STREET
105.90 �--
��
1063 �
2'
STA.5+96
�' 20'
INV=101. 26
106.29
106.16 105.84
105.88
55 14'
106.30
10 .49
SS
_
R_
" �lJ
126
06.
SS 106.69
FH
2+92
4" SS LAT/CO
20.
END OF ASPHALT
4" SS LAT1C0
STA. 4+86
3p5
STA. 3+18
t 32'
21
53 30,
5+20
— —
55 l8'
DOUBLE WIDE
U)
STA. 3+5 8
STA. 0+0 0
MANHOLE NO. 89
DROP MANHOLE NO. 63
RIM=102° 73
RIM.106. 11
INV(E): 99.7[
INV(N)- 95. 81
INV(W)=99. 59
INV(S)= 95. rot
z+9i
INV(E)= 97. 78
BRICK HOUSE
INV(W)-102. 60
0+95
!�
BRICK HOUSE
0+00
1+00
2+00 3+00 4+00
5+00
HIGHWAY FEDERAL AID SHEET
PLATE �-SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL PR/NTFAST
PRINTED IN U.S.A.
•f
7+00
8+00
• rlonnera e
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SHEET 21 OF 46
M-1377 RED

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85.00 85.80
0+00
MANHOLE NO. 9
RIM- 86. 59
INV(N)= 80.16
INV(W)= 78. 69
INV(S)=' 78. 59
87.20
-I ® 55
1+00
TCH
NE WOOD HOUSE
q.,
RIM=89.23
INV=86.33
I
90.17 90.03 (I 90.01 90.15 90.40 90.88
�1
MATCH
LINE
20'
STA. 2+06
MANHOLE NO. 37 JINV=84.59
RIM=89. 60
INV(S)= 81. 16
INV(E)= 81. 31
2+00
4+00
SS
8" TC
CoNC DRIVE
BRICK HOUSE
91.74
5+00
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INV(W)=88.81
INV(S)=89.01
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BRICK HOUSE
CONC DRIVI
_'a • , to b
I I 93.16 93.89
E. EASON STREET
7,RIM==817.,50221
NV9.
4-54
BRICK HOUSE
MANHOLE NO. 19
RIM=.92. 90
INV(E) 85.30
INV(W)= 85, It
INV(N)= 85. 28 4" 55 LAT
6458
6+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
NATOOML PRINTFAS'T
PRINTED IN U.S.A.
4" 55 LAT
7+27
BRICK HOUSE
66' +R/W 305
I
4" 55 LAT/CO
8+31
52' S5
DOUBLE WIDE
E::307
FH
TEL
18'
MOBILE HOME
STA. 8+50
LMANHOLE NO. 19
RIM=98.. 20
4" 55 LAT INV(W)= 88. 35
7+56 INV(E)= 8B.55
7+00 8+00
55
99.45
98.92
ASPHALT DRIVE
4" 55 LAT/CO
8+B7
34' 55
A VINYL HOUSE
9+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
VINYL HOUSE
A0�
4" 55 LAT/CO
10-.23
21.5' 55 /
24. 5'It
97.31
98.62
STA.10+50
99.30 MANHOLE NO. 19B
RIM= 98.61
\ , INV= 90.37
/ �4" SS LAT/CO
A 10+18
SIDEWALK 28, 55
2v
AN0
VINYL HOUSE
10+00 11+00
12+00
SHEET 22 OF 46
M-1377 RED

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1.14
BRICK HOUSE 2+70
BRICK HOUSE
66' R/ W
2p8
4" 55 LAT
4" SS LAT CONC DRIVE 2+45
28' SS
RIM=90.83 29' 55 ;`'
�M
94.54
RIM=9202 92.83 �I n 92.83 55 93.27 93.92 95.24 SS
INV_89.52
1192.7a FI ST STREET
IB" RCP
- n,
-- - -- - --__ -----y-------------
RIM=91.41 - - -18' RCP a*".: - - - - -- -
INVIW)=88.81 ❑
INV(Sk89.01 W/M
_ W/M
ASPHALT DRIVE CONC DRIVE 4" SS LAT
4" S5 LAT
4' 5S LAT 1+92 2+52
cc 603 20. 5' 55
25' S$
28' 5S
ZO 203 20l
Qosa I+a6
�J BRICK HOUSE BRICK HOUSE 2+e2
BRICK HOUSE
W
STA. OLE
ANHOLE N0. 19
RIM=92.90
INV(E)=85. 30
INV(W)=85, 11
INV(N)= 85. 2B
0+00 1+00 2+00
0000
ui
I QC
21•
F
�^
CONC DRIVE 4
&.1
96.07 97.34
a"T� ��Qj/
�`L
- - - - - -
f1f
AlI
RIM=95.30 I I
INVe93.20
I
3+00
�97.61
4+40 5+21
BRICK HOUSE BRICK HOUSE
104 102
DRIVE 4" 35 LAT 4" S5 LAT CONC DRIVE
LRIM96.774+41 5+25
25' S5 29' SS •t ; �.•'
°
W,
23' o '
:o �'A
9811 98.70 99.36 99.46
55 e TC
_
W/M
❑ GYE ❑ --
4" SS LAT ASPHALT DRIVE
105 SHINGLE 4+9L
HOUSE
4" 55 LAT 25' S5
2r 4+38 103
23. 5' SS
5+21
STA, 3+65 VINYL HOUSE
MANHOLE NO. 20
RIM=97.61
INV(N)=89, 10
INV(S)= 88. 93
INV(E)= 89, 10
INV(W)=89. IO
4+00 5+00
66 R/W
CONC
SS 99.09
STA, 0+00
MANHOLE NO. 105
RIM=98,: 51
INV=9L 12
6+00
54
6+HOUSE
VINYL HOUSE
96.60
6+54
VINYL HOUSE
30" OAK
96.*
❑
7+00
RIM=96.77
INV=95.22
STA. 0+00
MANHOLE N0. 20
RIM=`98, 06
INV(N)=89, 10
INV(S)=88. 93
INV(E)=89. 10
INV(W)�39, 10
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0+00
0+70
I SHINGLE HOUSE
105
F1R5T
ST.
SS 96.33
_18" RCP_
\RIM=95.30
I i ICY INV=93.20
I I
I I
I I
1
II
I1 I
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
1+eo_
SHINGLE HOUSE 2+46
SHINGLE HOUSE
(SERVICE TO
GREEN ST.a
RESIDENCE )
4" 95 LAT 4" SS LAT 4" SS LAT
I+87
66' 2+00 2+,94
29' R/W
ssr 31• ssr 30' SSrk
INV=94.06 18" OAK
- - ND
21' ASPHALT
I I¢
lid
96.12 I1 96.28 96.77 97.43 9a.59
55 99,91
I E. PITT STRE T
II 97.57
A
/� = GY C&
RIM=94.53
-- ❑ FH STA. 3+74
w/M 4" S5 LAT MANHOLE NO.
ASPHALT DRIVE 4" SS LAT
I+74 RIM= 99. 90
37, 5' SS/ INV= 93. 36 3+60
4" 55 LAT, 34' SSl
20t 5' S
37. 5' SS/ 304
0+91 1+80
BRICK HOUSE BRICK HOUSE 306
3+91
DOUBLE WIDE
1+00 2+00 3+00
1
EA
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MA
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SEPERATI
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HIGHWAY FEDERAL AID SHEET
PLATE t-SINGLE PLAN AND PROFILE -FULL LINE
MWIM LPRNrFAsr SHEET 23 OF 46
PRINTED IN U.S.A. --
M-1377 RED

RW('N') = 94 24
INV (S) = 94. 34
INV (E) = 94. 34
RIM= 98.15
0+00
1+00
2+00
3+00
4+00
91N1'�i7:
5+00
6+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
MTOOML PRINTFAS7
PRINTED IN U.S.A.
)3
7+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SHEET 24 OF 46
M-1377 RED

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RIM=89.19 "v v
INV(S)= 79:79
INV(N)- 79.89
INV(W)=81.(30
0+00
1+00
.m
3+00
4+00
5+00
6+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
NATIOML PRINTFAST
PRINTED IN U.S.A.
7+00
8.20
BRICK HOUSE
8.20
BRICK HOUSE
AS -'GUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
STA. 1+42
4" 551C0
zs' HOUSE
k
0+1+36 30' 5S 2+35
BRICK HOUSE BRICK HOUSE BRICK HOUSE
�— 66' R/W 405
STA. 2.+08
4" S51CO
21'
24' 55
CONC DRIVE ASPHALT DRIVE CONC DRIVE
N •y 2W/MS
W/o pp >.
wv Q?, ol i
97.00 96.38 95.97 95.44 94.40 92.53 91.60,
SS
e.. TC ssS. W. RAILROAD STREET
STA. 0+00 21
DROP — —
N MANHOLE NO. 43
RIM=97.09
+81
INV(W)= 88. 89 STA. INV(E)= 85. 79 MANHOOLELE
N0. 138
91.66
INV(S)= 85, 89 RIM(N)
INV(N)- 87. Ol
0+00
W. EASON STREET
1+00
2+
3+00
SHEET 25 OF 46
M-1377 RED

STA. 0+00
MANHOLE NO. 62 -
RIM= t01. 21
INV(N)=94..05
INV(S): 92.. 54
INV(E)=94.: 08
INV(W)=94. 08
0+00
CONC DRIVE
0+74
HOUSE
BRICK HOUSE
cc
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24 101.54 101.88
SS
SIDEWALK •' ' • •'. '
CONC DRIVE
206 STA.0+92
4" 55/CO
30't
0+89 9. 5, BOC
VINYL HOUSE
1+00
0'
102.25
.I
42'
3+04 4+22
VINYL HOUSE VINYL HOUSE
EMPTY LOT
STA. 2+18 STA. 2+76 STA. 4+01
4"
4" SS/CO 66' R/W 4" SS/CO
30. 5' 0,c 30. 2' t
10' BOC 9. 5100C 9.7' BOC
- - �6" OAK
102.55 102.98 103.59 104.47
SS
E. WILSON STREET
0
- W/M LATERAL"E"
EMPTY LOT
STA.2+48
STA, 1+93
4" SS/CO
4" SS/CO
30. B' t
28. 5,t
10, 3' 80C
e' BOC
204
2+64
WOOD HOUSE
2+00
3+00
5+73
VINYL HOUSE
STA. 6+04
4" 55 LAT
0 -
30' k/5S
9. 5' B0C
I
5 �
5
109.66
107.72
STA. 4+67
4" 55 LAT
STA. 4+59
2.91 t
MANHOLE NO. 94
8. 5' BOC
RIM=108..I6
INV(E)=98. 75
INV(W)=98.62
4+00 5+00
0....
VINYL HOUSE
HIGHWAY FEDERAL AID SHEET
PLATE I -SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL PR/A/TFAST
PRINTED IN U.S.A.
7+00
BRICK HOUSE
Ago%
STA. 7+08
4" SS LAT
30' t/S5
9. 5' BOC
w/
O
CONC DRIVE
55
7+73
BRICK HOUSE
STA. 7+66
4'* SS LAT
28' t/55
7. 5' SOC
q
.65
.✓ R
W/M
STA. 7+3 8
4" 55 LAT
31. 5' t/SS
SIDEWALK II' BOC
7+00
VINYL HOUSE
CONNECTED TO OLD
SERVICE LINE INTO
MH # 85
8+67
BRICK HOUSE
0
W/M FH
0 Q'
7+00 8+00
11+50
BRICK HOUSE
0
(DOWN PRIVATE ROAD)
CONNECTED TO OLD
SERVICE LINE INTO
MH # 85
CONC DRIVE
STA. 7+81
MANHOLE NO. 85
RIM=107., 63
INV(E)=iO2.59 (SERVICE)
INV(W)= tOl. 49
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIbED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SHEET 26 OF 46
M-1377 RED

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100.91
0+00
0+00
EXISTING
- MANHOLE NO. 28
RIM=100.94
INV(E)=94.94
INV(W)=94.87
INV(S)=95.01
BOTTOM=94.96
0.75
VINYL HOUSE
STA.1+63
4" SS/CO 66' R/W_
26, SS
28' t
1+54
MOBILE HOME
105
W/M
100.86 101.32 101.92 102.4
SS
FIFTH STREET
/M
35.5' S
.q
ASPHALT DRIVE
CONC DRIVE
STA.1+37
4" SS/CO
Pro, SS El
0+64 28' t 1+90
VINYL HOUSE 10, 60C BRICK HOUSE
STA.1+80
STA. 0+00 4" SS/CO
�-- MANHOLE NO. 28 22 SS
RIM401. 06
INV(E)= 92. 93
INV(W)=94. 44
INV(S)= 93. 03
1+00
STA.2+23
4" SS/CO
31 5S
26' �
2+16
SHINGLE HOUSE
I07
24" PINE
2+00
2+95
SHINGLE HOUSE
STA.2+83
4" SS/CO E
30' SS
26'
TEL W/M
tL'
U)
103.02 2+70 103.21 102.85 102.75
102.51
-SS
8" TC
W/M023'
MAGNOLIA TREE
108 ll0
2+51 3+09
BRICK HOUSE BRICK HOUSE
STA.2+53 STA.2*98 STA.3+64
4" SS/CO 4" SS/CO 6" 5S LAT
I8' SS 16' SS It mvi 15,
23' It 22
3+00
4+54
BRICK HOUSE
STA. 3+64
MANHOLE NO. 48
RIM=102.7 6
INV=97.23
INV (SE) =98. 74ISERVICE)
INV (SW) =97, 93 (SERVICE)
••
HIGHWAY FEDERAL AID SHEET
PLATE I -SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL PRIMMAST
PRINTED IN U.S.A.
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SHEET 27 OF 46
M-1377 RED

0+00
70
STA. 1+0 9
4" 55 LAT '
31' SS '
1+06
BRICK HOUSE 2+07 2+68
VINYL HOUSE WOOD HOUSE
STA. 2+30
4" 55 LAT 207
27.5' SS
STA. 2+9 2
W/M 4" SS LAT
66' R/W
27' SS
W/M — — W/M
�C 26" PINE f 24" PINE
100.14 101.19 102.22 103.07 103.61
SS SS
E. EDGECO- STREET 103.77
22.5' 1
O
3+2.5
SHINGLE
HOUSE
STA, 3+28
6" 55 LAT
10' FROM MH
STA. 2+16 W /M
STA.1+63 4" 55 LAT
STA. 0+00
4" SS LAT P-6' 55 DROP MANHOLE NO. 61 28' SS
RIM= 99.64 STA.2+76
INV(N)=90. 95 204 Ll
4" 55 LAT
INV(S)--90. 86 25' 55
INV(E)=94. 73 1.282+07
2+68
VINYL HOUSE BRICK HOUSE BRICK HOUSE STA. 3+tB
MANHOLE N0. 65
RIM_103.66
INV(W)=96.78
INV(E)=97.78 (6" TC SERVICE)
1+00
2+00
3+00
4+00
0+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
xar®oiVA` PRINTFAST
PRINTED IN U.S.A.
J 1lY. v+vv
4' S5tCD
22' S5
• e]
2+00
3+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
IE
SHEET 28 OF 46
M-1377 RED

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0+00
4" 55/CO
STA. 3+48 WYE
A. 2+86
STA.4+00 C/O
' S5 LAT
34' t 57H ST.
26' 55
30' t
MANHOLE NO. 69A
RIM= 96.88
INV= 92.99
66'
SS f
96.!!
96'14
96.02 96.03
1
'® SS
96.80
SS
STA. 2+9 0
La.1
- -
MANHOLE NO. 20 B
cc
RIM= 96. 34
INV= 91. 74
STA. 2+53
STA. 3+12
STA. 1+56
4" 55 LAT
~
4" 5S/CO
4" 55 LAT
30,55
LL
24' M
207
33' 55
27' �
205
26
LL
1 26
307
0-80
2+52
I+61
BRICK HOUSE 2+73
BRICK HOUSE
DOUBLE WIDE
VINYL HOUSE
4" SS/CO
WYE STA. 2+12
STA. 2+22
STA. 0+00
(V
24' 55
- MANHOLE NO. 20
26' It
RIM= 98. O6
INV(N)= 89. 10
INV(S)= 88. 93
INV(E)= 89. 10
INV(W)=89. 10
3+12
MOBILE HOME
2+00
3+00
-3+00 -2+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
Lei
Ili
1+14
BLOCK HOUSE
304
®
STA. 1+92
66' R/W
4" 53lCO
26' 55tt
STA. 0+44
6' BOC
CONFLICT
BOX
41'
96.08 96.03 95.90
96.12
96.06
95.83 95.66
I
® S5
SS
SS
1
o WV
O WV
E. EDGECOMBE STREET
..
CB
_
24" RCP
O WV
INV=91.96
RIM=95.33
ce
cl
- -
RIM=95.09
-
SHRUBS
STA. 0+93
CONFLICT
STA. 1+40
ASPHALT DRIVE
ASPHALT
4" SS/CO
BOX
STA. 0+00 4" 55/C0
STA. 2+10
PARKING LOT
26' 55
MANHOLE NO. 69 28. 55lt
4" SS/CO
30'
RIM= 96.44 8160C
28' 55tt
a
.
INV(N)--_91. 16
IS, BOC
WAREHOUSE
INV(S)= 91. 00
INV(E)=:91. 90
INV(W)=91. 10
STA. 2+10
MANHOLE NO. 68
RIM=95. 83
INV=93. 61
-1+00
0+00
1+00
2+00
3+00
I 1 1-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 sn1 I 1 I I I I I I I I Ilvq = Va. Zr✓ I I I I I I I 1 I I I I I 1 1 11114vUV1 q Z21.03 1 1 1 1 1 1 1 1 1 IIVVI= Wo. qu( I I I 1 I I I I
HIGHWAY FEDERAL AID SHEET
PLATE I -SINGLE PLAN AND PROFILE -FULL LINE
NArIONAL PRNNTFASB
PRINTED IN U.S.A.
SHEET 29 OF 46
M-1377 RED

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W W
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LLJ4" 55/CO
20' t/55
® BRICKK HOUSE
BRICKKHOUSE 109
101.81 102.19 55 101.98 100.70 99.32
SS le
0+89
BRICK HOUSE
STA. 0+00
MANHOLE NO. 71
RIM=101.89
INV(S)= 94. 04
INV(W)=94. 29
0+00 1+00
2+00
2+96
DOUBLE WIDE
4.17 5.10
-�
MOBILE HOME MOBILE HOME
Q
98.39 98.01
98.21
98.39 98.88 99.72 100.96
WILSON STREET
STA. 2+12
MANHOLE NO. 105
RIM= 98. 51
INV= 95. 20
IOB
STA.2+06
4" SS/CO
20' t/55
STA. 2+02 WYE
3+00
4+00
5+00
66' R/W
5+75
MOBILE HOME
102.23 103.22
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
iMTIOM" PRINTFAST
PRINTED IN U.S.A.
6+66 8.00
WOOD HOUSE 66• R/W BLOCK HOUSE
U
U
103.24
103.25
102.90 103.28
FM
7+00
8.05
MOBILE HOME
8+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
LOT
37A.10+28 10+75
4" 55/CO EXISTING
LIFT STATION N0. 07
RIM= 97.87
28' SS ASP- 96. 80
BOTTOM= 83. 97
_ IIV(El= 87.34
INV. B9. 90
INV. B9.91 (NW) 4" PVC SIDE BY SIDE
102.95 102.3I 11+10
101.32 99A5 98.75 SHINGLE HOUSE
- --
100.22
SS 98.75 96.60
10226
LOT
STA.9+40 STA. 9+10
4" 55/CO MANHOLE NO. 86
31 t RIM=102.26
I1' 55 INV(W)=92. 44 11+10
I4' $OC WOOD HOUSE
9+00
10+00
11+00
12+00
SHEET 30 OF 46
M-1377 RED

-1-60
EXISTING
CLEANOUT NO.42
RIM-96.12
BOTTOMe86.30
-2+00
-1+00
0+00
s
2+00
3+00
4+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
IYA O)ML PRIAFTFAST
PRINTED IN U.S.A.
OFF
ST
5+00
5.22
EXISTING
MANHOLE NO. 46
102.19
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
s
SHEET 31 OF 46
M-1377 RED

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0+00
JR
W
CC
N
w
STA. 0+90
4" 55 LAT
2.45 34' 5S/ It
0.40 14' BOC
W/M
m- - -
94.86
SS
STA. 1+8 0
MANHOLE 13-A -
RIM = 97. 05
INV (OUT) = 91.03
INV (IN) = 9130
-GYE -0
96.03
I
2+07 3+02
WOOD HOUSE VINYL HOUSE
107 STA.2+30 STA.3+28 109
4" 55 LAT 4" S5 LAT
33' SS/ It, 33' It,
12' B0C 31 55
9' BOC
97.43 I 98.76
SS
THIRD STREET
99.69
W/M
2 W/MS
4" SS LAT.
26' k
l08 28' SS I10
7' BOC
.00 3+02
mHIMMULE NO. 13 2+07 VINYL HOUSE
RIM=93. 85 VINYL HOUSE
INV(N)= 86.59 STA. I+68. 5
INV(S)= 86.59 4" S5 LAT.
INV(E)= 86, 49 38' BOCS
INV(W)- 86. 61
1+00 2+00 3*00
SIGN
31
W
►,
101.47 102.16
4+46
WOOD HOUSE
STA.4+75
4" 55 LAT.
26' k
21' S5
W/M
GYE
3�2' >�----♦
103.16
MANHOLE NO. 46
RIM=102. 37
INV (N)= 93. 49
INV(S)= 94. 83
I
4+00
104.76
--I- SS
Tool-K-If
©dN
202
4+77
VINYL HOUSE
STA.4+97
4" 55 LAT.
26' k
28' 55
5+00
66' R/W
6+29
BRICK HOUSE
STA. 5+72
4" 55 LAT.
30, It
25,55
STA. 5+48 WYE
❑ 22
103.88
SS
CONC DRIVE HOLLY
STA. 6+40
MANHOLE NO. 103
RIM=IO(. 53
INV= 98.33
6+29
BRICK HOUSE
STA. 5+56
4" SS LAT.
28' t
32' 55
STA. 5*50 WYE
••
SI N
- - PFH
JUNIPER
7+00
EFFLUENT FROM
CHLORINATION
BASIN
LOCATION OF TURBIDITY MONITOR
SEE SHEET 40
INV (IN) = 74.20
PUMPING STATION
MANHOLE
INV (IN) = 74.60
INV (OUT) = 74.61
r INV (PS) = 74.50
W
LILI
N
0
N
a
W
CHLORINATION BASIN
AT WWTP
EXISTING
Imo' 12" DISCHARGE SANITARY SEWER
I TO RECEIVING STREAM
PUMPING STATION
SITE AT WWTP
SEE
SHEET 33
8" INV (IN) = 74.20
PUMP STATION AT WWTP
PUMP ON = 70.50
4" FORCE MAIN
6600 LF
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SPRINKLER HEAD ± 3'
ABOVE NATURAL GROUND
10,000 GALL%
TANK TO FORCE MAIN
SPRAY SITE
PUMP ON = 87.52
ZINV (IN) = 90.16
e
F.
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
AFATIOMAL PRINTFAST SHEET 32 OF 46
PRINTED IN U.S.A.
M-1377 RED

/ MATCH LINE
12.00
83.6
w
a
0
m
G C
Y Y
V V
w w
Z 2
U V
c W3
W �
G w
m 0 0 O
O Q
r Lu
Z Z
PROPOSED
LINE
STA. 4+00
AIR RELEASE MANHOLE
i
89.0
1 8" GATE VALVE B BOX MANHOLE
87.4 50,
SILT FENCE / CHECK DAM
ON DOWNWARD SIDE
I
82.9
79.2
STA 0+ 0 79.7
1 EA 4" 45° BEND, PVC
80.5 80.5 1 EA 4" 90' BEND, PVC
8" SANITARY SEWER LINE
LOCATION OF MANHOLE
EXISTING AND FLOW METER.
12" DISCHARGE LINE ---- ;;�
4" PVC, SDR 21. 200 PSI FORCE MAIN
5' MIN FROM EDGE OF ASPHALT ROAD
0+00 I 1+00 2+00 3+ 0 4+00
90.0
5+00
t
89.7
wil Ivii
Af
6+00
87.2
1 EA 4" 45° BEND, PVC
4" PVC, SDR 21, 200 PSI FORCE MAIN
5' MIN FROM EDGE OF STONE ROAD
83�
EXISTING 50' R/W
7+00 8+00 9+00
0
10+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
More,
12+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL PRBNTFAST
PRINTED IN U.S.A. SHEET 33 OF 46
M-1377 RED _�

w
f
a
0
r-
m
Y Y
V V
W W
S =
V V
c W3 W 0
W
uj
W
C 0 O
51) i
ox m
W
0 0
Z Z
12+00
13+00
14+00
15+00
85.3
R/W
16+00
I EA 4" 90° BEND, PVC
842 / 84.5
82.2 77.7 74.7 78.4 83.2
75.4 INV
MEADOW BRANCH
17+00
18+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
PRINTED IN U.S.A.
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
TOWN OF MACCLESFIELD
CEMETERY
STA. 21+0 0
AIR RELEASE MANHOLE
30'
EXISTING wi
6" PVC WATER LINE
5'
— _ R/W
MATCH LINE
24.00
85.5 86.6 87.7
19+00
EXISTING
60' R/W
4" PVC, SDR 21. 200 PSI FORCE MAIN
5 MIN FROM EDGE OF ASPHALT ROAD
20+00
21+00
88.8
22+00
88.6
23+00
88.8
24+00
SHEET 34 OF 46
M-1377 RED

W
6
O
m
V V
V U
z Q
Q Z
W Q W
> Q O
cn I=
Y
Z 00
m
w
0 Z
W
D
r
m
c
Y
V
2
U
N
Z
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O ~
W h
Q
W W Z
F
Q v O
W Q N z 7
W W W ~
v- G - V
�0<r�
rn a 0LLN m v
X
'MI 0
L16 m
0 w
0 o
Z Z
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
STA. 34+70
AIR RELEASE MANHOLE
F-1
D 4 22'
D EXISTING k — —
D L. 6" PVC WATER LINE D .�
15" RCP
IB"RCP t_=_�
- 15" RCP 15" RCP 15" RCP
n1--o----_�--------------------- -- ----- - 11 — MATCH LINE
— --• -- 36+00
— — — — / 30" CONC
MATCH LINE 86.2
850 2a+oo 85.1
A 7
y 86.04 RIM=85.66 86.04
86.8 85.2 85.1 85.1
89.1 87.6 87.3 87.09 CONC •� 86.5.8 INV=81.21 79.571NV
89.2 90.2 — —
b. El
F—I D D D❑ El4" PVC, SDR 21, 200 PSI FORCE MAIN
4" PVC, SDR 21, 200 PSI FORCE MAIN 5' MIN FROM EDGE OF ASPHALT ROAD
5' MIN FROM EDGE OF ASPHALT ROAD
24+00
25+00
26+00
27+00
28+00 29+00
30+00
HIGHWAY FEDERAL AID SHEET
PLATE I -SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL PNINTFi9ST
PRINTED IN U.S.A.
31+00 32+00
33+00
34+00
35+00
36+00
SHEET 35 OF 46
M-1377 RED

37+00
38+00
39+00
40+00
41+00
42+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
PRINTED IN U.S.A.
43+00
MIDL
48.00
45+00
>EN CUT WITH 4" DIP
90' BEND, PVC
PVC, SDR 21, 200 PSI FORCE MAIN
MIN FROM EDGE OF ASPHALT ROAD
Erl-mors
47+00
� wo
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
48+00
SHEET 36 OF S
M-1377 RED

2?'
31'
24' 18
2'
3g 35, 124 C EN
R� 5T
�I F
lRST S
0 44 LF 4" DIP
96.6
co
4 EA 4'° Di 45 BENDS
MATCH LINE — �` _ —
48.00 --��` /U)
Is p = ` ROCK
RC ` =6� lL DRIVE
- ROCK o
DRIVE ASPHALT ASPHALT
- = DRIVE DRIVE
Ss 1 INV=94.60
INV=9421
99.4
W _ -=� I - 102.0
�- SS
IN
�xJ
I I
/ o (ROCK ASPHALT
/ o DRIVES ROCK DRIVE
/ 1:1
DRIVE
/ o
I l I
48+00
W
I.-
d
Y
m
0
Y
V
S
V
N
Z
_O
C ~
W H
0
W W Z
H
c O
Lu p y Z
W Lu
W v U
w C F
N d m IN
Lu Y
0
® m
W
0 0
Z Z
49+00
50+00
51+00
52+00
53+00
4" PVC, SDR 21, 200 PSI FORCE MAIN
5' MIN FROM EDGE OF ASPHALT ROAD
109.1
GREEN STREET
W
ASPHALT
DRIVE
54+00
R RELEASE MANHOLE
\ ROCK
DRIVE
I10.� 111.3 111.7
55+00
1:1
WALTON ALLEY
56+00
ROCK
o DRIVE
C o
11-1.1 D 110.6 109.9 109.5 108.5 107.6
Iloal
A.
Ss — —�
w -
q
a ' .
57+00
58+00 59+00
� ua
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
,o
105.8 d 105.9 105.5
10526 10524
MATCH LINE
60.00
7
60+00
HIGHWAY FEDERAL AID SHEET
PLATE 'I -SINGLE PLAN AND PROFILE -FULL LINE
FMTIO AL PRINWAsr
SHEET 37 OF 9S
PRINTED IN U.S.A.
M-1377 RED

60+00
61+00
62+00
63+00
64+00
65+00
1.0,000 PUMP TANK
66+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FALL LINE
NATIONAL PRINTMST
PRINTED IN U.S.A.
67+00
AS-BUILTS ARE PREPARED
FROM INFORMATION PROVIDED
BY THE CONTRACTOR
LOCATIONS ARE APPROXIMATE
SHEET 38 OF 46
MA377 RED

0
m
Y X
u u
uj
W c
w
1- 0
a Q Ax
a co
MEN LU
0 6
Z Z
m
m
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0
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0
W W Z
H
V 0 )i
W Q Vj Z
w W N V
C
0
Lu
End
® 0
m
0 0
Z Z
F-
w EXISTING MANHOLE
w RIM= 99. 75 HOUSE HOUSE
INV(N)= 90. 95 I+70 2.60
F- INV(S)= 90. 86
(A N INV(E) (LOW) =90. 98 i
® INV(E) (HIGH) = 94. 04
Z INV(W1= 91. 55
® DROP INLET
U 4P B/B RIM- 96. 10
w �INV(NE)= 90.35
EX. SAN. SEWER GB /
SSTuom!
99.78 97..9 SS 96.83 96.22 95.94 95.93 96 15 �0t/ 96.78
SS / 96.25
Z CATCH BASIN
MANHOLE
'II') N RIM= 95. 94 TC= 95.63
GRATE= 95. 03
w INV(IN)= 92.64
INV(SW)= 91. 44
EDGECOMBE STREET
FOOD LINER
0+00 1+00 2+00 3+00
W
W
it
F-
U)
Q
O
X
J
cr
97.36
+
4+00
i
l
97.17
4+29
W
I iJ
EXISTING MANHOLE
RIM= 101. 21
�--
INV(N) (DROP)= 93. 67
cri
INV(S)= 92.51
INV(E) (DROP)= 93, 93
z
INV(W)(DROP)= 93. 78
O
W
EX. SAN. SEWER 101. 21 100.81 1o0, 01 101.22
SS
0+00 ASPHALT
3� 1 F&�NAIL
PORARY BENCHMARK
uwi u IN POWER POLE
V = 102. 03
w
0+00
froEo
••i
F-
W
it
-
In
5.
END ASPHALT
al
�I
101.15
l0'0.79
100. 69 101.21
GRAVEL 101. 07
(lpl, 82
S
+. +
A,
,' '..
4+32
LMANHOLE
RIM= 100. 81
INV(IN)= .95. 28
i' HOUSE
2+24
i
WILSON
STREET
I
2+00
3+00
4+00
SHEET 39 OF 46
HIGHWAY FEDERAL AID SHEET
PLATE t-SINGLE PLAN AND PROFILE -FULL LINE M-1377 RED
MT/OiUAL PRINTFAST
PRINTED IN U.S.A.
IMIIIIIIIIIIIIIIII
90 1

W
M
m
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0
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w ® try z
WWW '-
I— ® V
>a OQ
� oc
wc.t9mh
MEM 0
� m
® ua
Z Z
EXISTING MANHOLE 88
RIM = 103. 13
INV(S)= 92. 69 8" PVC
MANHOLE 88A
N
u�
INV(N)= 93. 74 8" PVC
RIM = 98. 50
INV(E)= 93.31 8" PVC
INV = 95. 44
T
TEMPORARY BENCHMARK a
w3.41 102. s9 100. 2s
98.55
FIR3+18
FLANGE
269°-45'-34"
SS S5
98.42
104. 71
ELEV.=
103.04
I
0+00
I 10' O/S 98.31
TOP OF 8" Cl
96.69
rr
TEMPORARY BENCHMARK # 23
FIRE HYDRANT FLANGE
ELEV.= 105. 33
WILSON STREET
W
I—
N
i--
O
0+00 1+00
2+00
3+00
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
M47110MM PRINTFASr
PRINTED IN U.S.A.
0+00 - 1+00 -2+00
z 312
Mill
SHEET 40 OF 46
M-1377 R£I

NOTE:
145
—s
S 001-03'-II" W 600. 738 144 TO BRIARY BRANCH CREEK
DISTANCES ARE HORIZONTAL
GROUND MEASURMENTS
CENTROID:
X = 396 065. 561
Y = 730 333. 593
LEGEND:
EIP = EXISTING IRON PIPE
= CENTER LINE
1� = PROPERTY LINE
Notes:
1) Contractor to provide electromagnetic flow meter with 4-20 ma signal and twenty-four hour/seven
day flow chart. Meter to be located in manhole and 2'x3' shelter built over flow chart. Shelter
to be built to 2"x4" treated timber, treated plywood and 20 year shingles.
PROPOSED
4" FORCE MAIN
C'
0
m
ti
z
w
w
cv
O
O
a
z
w
z
r
O
14,
N
-HI
N 89°-32'-59"
20. 003'
MACCLESFIELD CORI
N 89°-32'-59" E
20. 002'
BM - TOP FLANGE BOLT OVER PUMPER CONNECTOR 4" FORCE MAIN
ELEV. = 105. 80 FT. 508. 11
FM
N 01°-19'-20" W
159. 675'
S 59°-49'-85" E
416. 991'
CONC. MONUMENT NCGS
" HERNDON "
X = 2 395 705. 403
Y = 730 543. 011
NAD 27 14�4
ELEV. 110. 50'
NGVD1929GF = 0. 9999103
3 CONC. MONUMENT NCGS
Cr " WEBB "
X = 2 395 029.504
Y = 730 517. 337
101
5 59°-49'-2,'
416. 991'
ROBERT LEE CORBETT, JR.
et al
1133 - 168
)N
\I 1i77 OC \

JV .7J vvV
Reducer, end of pump
station contract
Access ladder
b Co
Meter METER BASE SUPPLIED
'
base BY POWER COMPANY AND
�
Plug Checkl �' Inch INSTALLED BY CONTRACTOR
valve valve I influent
Disconnect
Alarm
light
:: _ J�• I •..�• I El`''� Alarm horn 1
9• �' � •° . Control panel -�
Class 4 service pole
creosote treated
Control panel mounted
. with double an
a : iron braced and set #8 Armored grounded
W in concrete. cable
m T Minim u bu
ry 2 2�
=/i/=A/<///_//i
N E
o � (Service by Power Company
�— -- -- - -
L W ;� `Conduit bank Conduit bank to
to wet well
control panel 3/4" Ox 10'-0"
a 6 Copper clad ground rod
SECTION A -A
N T S
i
N T S
Access cover
2" Vent pipe 21 Vent pipe
4i
�4 bars 6"O.C. each way
E _ 82,00 Top of slab elev.
• ° �' ° ••'�•' Noturo! round
Tsui- 79.20 elev
g
24 18 UNDERGROUND SERVICE B
Steps 12 "apart • L iev. of conduit
6" min ®,
into wet well
An online turbidity monitor shall be located in the 8" gravity flow line between the chlorination basin and
W °' effluent pumping station for water reuse. Immediately downstream of the turbidity meter will be an 8"
®' l2"min s Y g Y g turbidity
automatic butterl valve. The control logic shall consist of continousl monitoring the turbid! prior to
A cneck valve ® A the 8" transfer pipe discharging into the effluent pump station. In addition, a PLC will receive the
transmitted turbidity measurement via a 4-20 ma signal from the turbidity probe. If the turbidity reaches
Elev of centerline
10 NTU the automatic butterfly valve will close thereby preventing high turbidity effluent from reading
of discharge pipe the effluent pump station. Once the turbidity is below 10 NTU the butterly valve will open allowing
• : Plug valve ® P- Trap effluent into the effluent pumping station for reuse.
— 12"min ® 2" pipe
•A
Grout o: Min. slope Trash basket guides
r, I 2" Ft.
6 "min. ' •' _
4' drain
®' ' b ® ;r' ® ;® is ®.0 ®, ; :® ••: Drain Inv. Elev. Contractor to provide electromagnetic flow meter with 4-20 ma signal and twenty-four haur/seven -day
a.
Op00000 ®pmoC, 60O 6qo p°O OO; Oeo Opa o'Oo ool 60 �0�cc
00oyo O ACCESS ladder
Oeo 0 o Doobovo'0",
° 6°y0 ®e age o flow chart. Meter to be located in manhole and chart to be located In existing lab building.
00o b�ee�O�o06o�0,\tO 4060.0000o OpOp�°D a0 ov6o0 oho°p6C7 _
\Min 8"#57 stone
'ru sh DasKet
loon
0000
0000
0--
0000000
00070 ---- -- 74.00
0000 ------ Influent inv elev.
72.50 High water olur,n elev
71.00 Lug pump on elec
70.50 Lead pumr or. e.e,
NOTE:
Inside diameter THESE DRAWINGS ARE TYPICAL DETAIL DRAWINGS
NOTES Wet Well USED FOR THE CONSTRUCTION OF THIS PROJECT
AND ARE NOT AS -BUILT DRAWINGS
Concrete base required with both RCP a precast type wet well. 211 Effective wet well
Con--rete collar not required with precast type wet well. volume
Access !adder
® Access door to wet well shall be placed to allow removal of pumps,°ego Nq%�
trash basket opd access to ladder.91
If due to circumstances an additional door is required , it shall be provided 69.00 Pump off elev '
1972
and installed at no additional cost to the owner IB" Pump =
Motor
12„ Concrete
v ®® .•' ��
® Refer to site layout to obtain respective orientation of influent line, �''`'•` - Concrete cgllarwith� & g�4e►°, �l"fj�,�"4s+"
*`4 bar on 12' on center##�##Fiii4ita�a,
wet well , valve vault 8r discharge piping . ° - 67.50 Bottom elev.
'.r. • • • s • •. •. • •.,• e- •• ,• � REVISIONS
?a. 4• Concrete base
. a ... „ #4 bars 6" O.C. each
00 0CC o•o obi"3,�o0 a'po o C o0 D0`O` e'00e0e op� ep o� 06 d0O.O O00.00,0°Oo ppeb
b60000� o �O b 0 O ooeo96000 O,bb 0 b o a o6 00 �o a a0 • e• • p o 6 Oe way 2 mats
o,0°'gj0b00o �o0ob000 °a000 0006 eo ooeo,`�o 6o�'O ��oa bo6°obo soon o•o•o°pee 11oae eo_
o b,,Dot bObOOb oo O•4b 44 ob ob°eo4'oo6 sJb O�u�eo��6V ab0`6 ° b k1O Q'o 6660 oo cupe06epdp� N
d600o jb'J� Qbog lb 10 .b.- Ova oebOobOobft °Oovo po o°•q��oV O♦oV oeO O� V Obe•bO VeO
Min 12" 4t57 stone foundation required
PUMP STATION AT WWTP
TOWN- OF MACCLESFIELD _
ELEVATION VIEW 1999 CN - 1 SANITARY SEWER IMPROVEMENTS
N T S TOWN OF MACCLESFIELD, EDGECOMBE COUNTY, NORTH CAROLINA
McDAVID ASSOCIATES, INC.
0
Engineers • Planners °Land Surveyors
SUBMERSIBLE PUMP STATION A TURBIDITY MONITOR � FLOW METER r INC. Farmville, N.C. • Goldsboro, N.C.
v [DWG. By STD . SCALE NTS DATE 1/20/99 SHEET 42 OF 46
_ M-1377 RED

M-1377 RED

880824
SD 30000 A
880824
SO 30002
SD 31001
SD 30500
3}
J
LL
I '
I I
� I
I
I I
I I
p II II ,
e
RING TO BE GROUTED
IN PLACE.
EXTENSION RINGS AS
REQUIRED.
-- — I THICK NEAT CEMENT
MORTAR
PRECAST CONCRETE MANHOLE
WYE FITTING OR SADDLE
LONG SWEEP 45 °BEND
ri
�- —SEWER MAW
J
PLAN VIEW
I THICK NEAT CEMENT
MORTAR
MANHOLE TO BE IN
ACCORDANCE WITH
ASTM C- 478
CLEANOUT
STACK
S D 31500
REMOVABLE -
PLUG OR CAP
CEMENTED TO
PIPE
R/W
I
CLEANOUT PLUG
GROUND SURFACE
C� _Z
LONG SWEEP 450 BEND
-t -- —1/4' PER FOOT MIN SLOPE _.
G --- 12
MIN '\
SEWER MAIN COMBINATION WYE
AND 45 ° BEND
ELEVATION REMOVABLE PLUG
OR CAP CEMENTED
TO PIPE
TAPS TO BE 4 SIZE UNLESS SHOWN OTHERWISE.
TAP MATERIAL TO BE AS SPECIFIED IN BID SCHEDULE
AND SPECIFICATIONS.
GRC
AS
NRY
E
USE DROP STRUCTURE WHEN INCOMING SEWER
IS 2.0 FEET OR MORE ABOVE MANHOLE INVERT.
SEWER DROP MANHOLE
SD 070503
FLOW r -( SEDIMENTATION
TR/IP
A
-st 5 WASHED STONE
® _ct FLOW
DITCH
PLAN VIEW
III _
11""
st 5 WASHED STONE
Iu 111 FILLED 2/3 DEPTH OF
DITCH AND VALLEY
SHAPED AT TOP OF DAM
SECTION "A -A"
GLEAN STONE FILTER DAM
890724
AAAol197n cANITARY SEWER OR
WER AS REQUIRED.
P OF COVER
FOM OF COVER
MINIMUM WEIGHTS DEWEY BROS. NO. MH-RCR-2001
RING 190 LEIS. OR EQUAL AS APPROVED BY ENGINEER.
COVEk 12 0 LBS. PLAN DEWEY BROS. NO MH-RCR-200i W IN
FLOOD PRONE AREAS OR EQUAL AS
APPROVED BY ENGINEER.
DEWEY BROS. NO IWH-RCR-2001G OR
2. - 1 �4 EQUAL WHEN GRATE TYPE COVER
SPECIFIED.
1 r1 3 4
1' II 12
N
Nr7L,
—
4 3/8 T
1'- 10V4" D
2 - 1 2" D ._.
2 - 9 %4 "D
SECTION A -A
RING AND COVER CONTACT SURFACES SHALL BE MACHINED
TO INSURE EVEN BEARING OF COVER ON RING
IN FLOOD PRONE AREAS PROVIDE FOUR V2 x 13/4" BRASS FLAT
HEAD MACHINE SCREWS AND ONE POLYVINYL GASKET BETWEEN
COVER AND FRAME SEAT TO PREVENT ENTRY OF FLOOD WATERS.
COVER TO BE DRILLED AND FRAME TO GE TAPPED TO HOLD COVER
WITH SCREWS
E
SD070505
AT EACH END OF DROP INLET
ORIENT ONE BLOCK WITH HOLES
SIDEWAYS TO ALLOW WATER
THROUGH.
8"x 81x 16" CONCRETE
NC DOT # 57 STONE--\ I —BLOCK (TYPICAL)
-�
MAX. SLOPE I �
HARDWARE CLOTH - BOTTOM BLOCK
2 x 2 MESH 20 GA . WITH HOLES SIDEWAYS
MIN. WIRE. DROP COVER HOLES WITH
INLET HARDWARE CLOTH.
BURY BOTTOM ROW OF
CONCRETE BLOCKS I
2"MIN IN GROUND
NOTE;
THESE DRAWINGS ARE TYPICAL DETAIL DRAWINGS
USED FOR THE CONSTRUCTION OF THIS PROJECT
AND ARE NOT "AS -BUILT° DRAWINGS
D BLOCK 8 GRAVEL FILTER
20010327
R/W
EDP
C/L
EDP
R/W ---
1 103/4-----__..___-__.
- --- ----- 12 —
1/2 GRADE 60 STEEL
REINFORCEMENT
SECTION A
CONFORMS TO ASTM
C- 478 - 8 2
PLASTIC COATED MANHOLE STEP
MEASUREMENT LIMITS FOR CREEK CROSSING OR RIVER CROSSING PAY UNITS
MECHANICAL JOINT WITH HDPE, SDR 9 MECHANICAL JOINT
GRIPPING RING RESTRAINT I PE3408 FORCE MAIN GRIPPING RING RESTf
TRANSz
1 (— Dip
TOI¶HOPE ON REDUCER n I TRANSITION REDUCER
HOPE TO DIP
BRIDGE OR
CULVERTS)
1
a
w
V
1/4..
LG�
SDO32520
CA
EDP
R/W
TRANSITION REDUCER TRANSITION REDUCER
DIP TO HDPE PLAN VIEW HOPE TO DIP
MECHANICAL JOINT WITH MECHANICAL JOINT WITH
GRIPPING RING RESTRAINT EXISTING GRIPPING RING RESTRAINT
GROUND MINIMUM RADIUS =
SURFACE 1200 X DRILL ROD DIAMETER, OR
50 X PIPE DIAMETER, WHICHEVER IS GREATER.
PVC FORCE MAIN 20• MIN. HO2W MIN. PVC FORCE MAIN
HORIZONTAL RIZONTAL
DIP, CLASS 350 MINIMUM RADIUS = DIP, CLASS 350
FORCE MAIN 50 X PIPE DIAMETER U HOPE, SOR 9 FORCE MAIN
z_ PE3408 FORCE MAIN
MINIMUM RADIUS = a,
50 X PIPE DIAMETER
HDPE TO BE INSTALLED UNDER CREEK OR .�
RIVER BY HORIZONTAL DIRECTIONAL DRILLING
SECTION VIEW
HDPE CREEK OR RIVER CROSSING H
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REVIS10NS
TOWN OF MACCLEFIELD
199SANITARY SEWER IMPROVEMENTS
TOWN OF MACCLESFIELD, EDGECOMBE COUNTY, NORTH CAROLINA
u
MCDAVID ASSOCIATES , INC.
Engineers • Planners • Land Surveyors
—_ - Farmvllle , N C • Goldsboro, N C
INC,
E; N MW F-C
t _ E NTS DATE 1/20/99 SHEET 44 OF 48
- M-1377 RED

940405
SD 10500 U
SD IO0520
SO 100541
10,000 GALLON PUMP TANK
I
N
I
N
OPERATIONS ON SHOULDER WITHIN TWO FEET
OF EDGE OF PAVEMENT ON TWO-LANE ROAD
END
1
CONSTRUCTION
MAXIMUM= 3000
MINI MUM = 5 00
•
•
•
IP
• MAXIMUM=300P
MINIMUM = 500
•
0
® Ln
1 FLAGMAN
AHEAD
11
IF TRAFFIC ENCROACHES INTO OPPOSING LANES, MORE
EXTENSIVE SIGNING IS REQUIRED IN BOTH DIRECTIONS,
ALONG WITH A FLAGMAN.
LEGEND
• CONES/DRUMS
FLAGMAN
FLASHER
1 SIGN
FULL RADIUS IMPACT
SPRINKLER. 10.6 GPM, 50 P
1 "X3/4" REDUCER
. I 1 "0 PVC RIDER
. .. 12" 0 PVC PIPE
FILL WITH #57 STONE
-III-I I 2" PVC MAIN LINE
I -I 11=
HAND PLACED BACKFILL SHALL CONSIST OF
CLASS I - ASTM C33 NO 57 GRADATION STONE
OR CLASS If OR IIL - ASTM D 2487 - U S C S
SOIL TYPE GW, GP, SW, SP, GM, GC, SM OR SC
.' MINIMUM
;/2
-/6, 4 MINIMUM
_ ONSIST OF:
CLASS I- ASTM C33 NO. 57 GRADATION STONE
SANITARY SEWER ABS TRUSS PIPE
CLASS III STONE BEDDING TO PIPE CENTERLINE
I
940124
EXISTING GROUND
50 MIN.
d
PROFILE
SO 071000
PUBLIC RIGHT-OF-
WAY---7
MIN.
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF- WAY.
CONSTRUCTION SPECIFICATIONS
STONE SIZE- USE WASHED STONE 2 - 3" IN SIZE.
LENGTH - AS EFFECTIVE , BUT NOT LESS THAN 50 FEET,
THICKNESS - NOT LESS THAN SIX (6) INCHES.
WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS, MINIMUM 14 FT
WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTRANCE ONTO PUBLIC RIGHT -OF- WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN,
DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL , BOARDS OR OTHER APPROVED
METHODS .
MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/ OR CLEANOUT
OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR
TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY
B I TEMPORARY CONSTRUCTION ENTRANCE
C
❑r
HAND PLACED BACKFILL SHALL CONSIST OF:
CLASS I - ASTM D2321 , ASTM C33 NO 57
GRADATION STONE
CLASS Y - ASTM D 2321, ASTM D 2487 U.S C S
SOIL TYPE GW , GP , SW , OR SP.
CLASS .III - ASTM D 2321, ASTM D 2487 U.S.0 S.
SOIL TYPE GM, GC, SM, OR SC OR A
COMBINATION OF ANY OF THE ABOVE
MINIMUM
/2
/6 4'' MINIMUM
)F
I.LN JJ L A I IVI ULJL� , 4A I IVI I. JJ N0. 57
GR4D4TION STONE
SANITARY SEWER PVC PIPE
CLASS , I" STONE BEDDING TO PIPE CENTERLINE
ASTM D 2321
TWO RINGS OF # 2
REINFORCING BAR
9 ±
3000 LB. PSI
CONCRETE
MINIMUM
2
24" MINIMUM DIAMETER
0
SO 102030
.NOTE:
THESE DRAWINGS ARE TYPICAL DETAIL DRAWINGS
USED FOR THE CONSTRUCTION OF THIS PROJECT
AND ARE NOT "AS -BUILT DRAWINGS
VALVE BOX PROTECTOR RING
g' 20' —0" $�
8"d Knockout
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I I
I
I I
I I
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I
I
II 36"36 r 8't� 10'-0"
I
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I I
1 I
I I
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --
8"V Knockout PLAN VIEW Imprint on ,Tank:
SRTC
PT-185
2" 10,000 Gal.
Knockout 24'� Cast Iron Ring and 36"Square Minimum Opening
DetailsCover brought to Grade by (Sized per Job Requirements)
Contractor 8"
.d NATURAL GROUND = 90.83
INV EFFLUENT = 90.16 21"
H.W. ALARM = 89.58
1.5" Diameter Butyl Rubber
Sealant in Joints with
6" Band of Nonshrink Grout 42" 7'—O"
LAG ON = 89.58
PUMP ON = 87.58
MIN WATER LEVEL = 85.58 PUMP OFF = 85.58 p
21"
BOTTOM = 83.83 a
d .. •'' '•. '.:�. d . .� .
d
SECTION VIEW
CONCRETE:
4000 PSI at 28 Days
REINFORCING:
H-20 Bridge Loading
10,000 GALLON PUMP TANK G
24MIN. DIAMETER
2°MIN. 9 „±
CONCRETE PRE -CAST x
VALVE BOX PROTECTOR m
RING. W
J
L
VALVE BOXES TO BE 0
CAST IRON. z
cD
Z
W
..J
VALVE BOXES TO BE
BLOCKED w13
a
AWWA C-500- �y
GATE VALVE d
TYPE • B
GATE VALVE a BOX TYPE "B" H
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RE'V!SIOP,S
TOWN OF MACCLESFIELD
1999 CN - 1 SANITARY SEWER IMPROVEMENTS,
TOWN OF MACCLESFIELD, EDGECOMBE COUNTY, NORTH CAROLINA
MCDAVID ASSOCIATES , INC.
0
Engineers • Planners • Land Surveyors
INC. Formvllle , N C • Goldsboro, N.C.
IF
DWG BY MIA/ SC E NTS DATE 1/20/99 SHEET 4cJ O F 46
M-1377 RED

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D48002
MACCLESFIELD-99-SS-GRINDER-SP-PL-NOTE. GCN; I
SUBMERSIBLE GRINDER SEWAGE PUMPS GENERAL CONSTRUCTION NOTES
SPRAY IRRIGATION SITE
PUMP TANK
10,000 GAL Size in Gallons
Req'd Type - Pre cast concrete
Req'd Access cover with padlock fitting
5'0" x 5'0" Size
Bilco (JD -AL) or equal Type
Aluminum with spring assist Type
Req'd Access steps
105.80Ft. Benchmark #1 elevation
BM description: Top flange over fire hydrant
FITTINGS
2 EA Eccentric Increaser
2"x3" Size
PVC Type
Schedule 80 Type
Flanged Type connection
125 lbs. Minimum working pressure
4 EA 90° elbows
3" Size
PVC Type
Flanged Type connection
125 lbs. Minimum working pressure
1 EA
Tee
3"x3" Size
98 % Minimum backfill compaction PVC Type
All dewatering and stone shall be included in the price of the wet well. Flanged Type connection
125 lbs. Minimum working pressure
ELECTRICAL
Req'd Underground service
3 Phase
60 Cycle
240 Voltage
Closed Open or closed bank
DISCHARGE PIPING
See Plans LF Piping
3" Size
PVC Type
Flanged Type connection
DUPLEX PUMPS
DUPLEX CONTROLLER - PREWIRED
NEMA 4 Pad lockable enclosure with dead front and internal mounting plate
and internal door for mounting operational controls
Req'd Duplex alternator
Req'd— Main circuit breaker
Req'd Separate circuit breakers for each pump
Req'd Separate circuit breaker on outlet leg of each control transformer
Req'd Separate circuit breaker for 120 volt transformer
Req'd Magnetic starters with 3 leg quick trip ambient compensated
overload protection for each pump motor
Req'd Control circuit transformers with fuse on incoming legs
Rea'd 24 volt control circuit and conduit
4 EA Mercury float switches
Req'd NEMA 4 wet well junction box pre -punched
Req'd— Hand -off -auto selector switch for each pump motor
Req'd_ Run lights for each pump motor
Req'd Elapsed time meters for each pump motor (non-resetable)
Req'd_ Seal failure system to include panel mounted light connected to
detector probes in pump motors
Req'd— Interconnected circuit for motor over temperature protection
Req'd Labeled terminal blocks for connection of all wiring with individual
terminals for each wire
SUBMERSIBLE PUMPING STATION GENERAL CONSTRUCTION NOTES
1 . The CONTRACTOR shall provide all materials, labor, equipment, tools, etc., and
perform all required WORK and services necessary for and incidental to a
complete installation as shown on the PLANS and/or called for in the
SPECIFICATIONS in complete accord with the CONTRACT DOCUMENTS.
All supplementary or miscellaneous items, equipment, appurtenances or devices
necessary for or incidental to a complete and functional installation, whether
or not shown on the PLANS or addressed in the SPECIFICATIONS, shall be
provided and installed as part of this WORK.
2. The CONTRACTOR shall be responsible for all erosion control, grading,
fertilizing, seeding and landscaping as per PLANS and SPECIFICATIONS.
FORCE MAIN GENERAL CONSTRUCTION NOTES
1 . The CONTRACTOR shall provide all materials, labor, equipment, tools, etc., and
perform all required WORK and services necessary for and incidental to a
complete installation as shown on the PLANS and/or called for in the
SPECIFICATIONS in complete accord with the CONTRACT DOCUMENTS.
All supplementary or miscellaneous items, equipment, appurtenances or devices
necessary for or incidental to a complete and functional installation, whether
or not shown on the PLANS or addressed in the SPECIFICATIONS, shall be
provided and installed as part of this WORK.
2. The CONTRACTOR shall be responsible for all erosion control, grading,
fertilizing, seeding and landscaping as per PLANS and SPECIFICATIONS.
PUMPING STATION & FORCE MAIN GENERAL CONSTRUCTION NOTE
1 . The CONTRACTOR shall provide all materials, labor, equipment, tools, etc., and
perform all required WORK and services necessary for and incidental to a
complete installation as shown on the PLANS and/or called for in the
SPECIFICATIONS in complete accord with the CONTRACT DOCUMENTS.
All supplementary or miscellaneous items, equipment, appurtenances or devices
necessary for or incidental to a complete and functional installation, whether
or not shown on the PLANS or addressed in the SPECIFICATIONS, shall be
provided and installed as part of this WORK.
Req'd All wiring to be separate color coded and labeled
Req'd Disconnect 80 GPM Designed minimum pump capacity 2. The CONTRACTOR shall be responsible for all erosion control, grading,
fertilizing, seeding and landscaping as per PLANS and SPECIFICATIONS.
CONTRACTOR responsible for coordinating and obtaining power from power company
to pump station.
Meter base to be supplied by power company and installed by CONTRACTOR.
CONTRACTOR responsible for service pole.
PUMP HOIST
N/A Portable Pump Hoist
Halliday Manufacturer
Stainless Steel Type
500 lbs. Capacity
111.24 Designed TDH in feet
0.92 Static head
110.32
Dynamic head
Req'd Duplex grinder pumps - pumps shall be a lift out type with a
breakaway discharge connection
SEE SPECS Manufacturer
SEE SPECS Model No.
2" Size
3,500 RPM Maximum pump speed
7 1 /2 HP Minimum motor size - motor to be non -overloading
2" Minimum diameter guiderails with lifting cable
Stainless steel Type
The services of the manufacturer's field engineer shall be provided for a period of one
day at time of initial startup to verify proper installation, place pumps in initial
operation, witness the field test and to instruct the OWNER'S operating personnel in
operation and maintenance of the equipment. Said startup shall be coordinated with
the ENGINEER.
Req'd High water alarm system with a "test -normal -silence" selector
switch (spring return to normal) with external mounted
N/A 6" weatherproof bell with separate circuit for
bell circuit release
Req'd Horn in weatherproof housing with separate
circuit for horn circuit release
Req'd Flashing red light in weatherproof housing
Req'd 120 volt duplex receptacle mounted in inner door
Req'd 150 watt condensation prevention heater with thermostat
Req'd Test push buttons to simulate operation of level control circuits
Req'd Cycle counters - indicated number of pump starts (non-resetable)
Req'd Lag pump delay timer - prevents simultaneous pump starts
NOTE:
THESE DRAWINGS ARE TYPICAL DETAIL DRAWINGS
USED FOR THE CONSTRUCTION OF THIS PROJECT
AND ARE NOT "AS -BUILT" DRAWINGS.
,®g14090POPgy
®v
m � SEAL
1972
�o
M-1377 RED