20110608 Ver 3_Site Plans_20170419

CONSTRUCTION SEQUENCE FOR SANITARY SEWER AT STREAM:
1% FLOOD
BOUNDARY NOTE
IT IS PREFERRED THAT THE CONTRACTOR PERFORM THE SEWER INSTALLATION AT A TIME
\ \ \
v
WHEN THERE IS NO FLOW IN THE STREAM. IF NOT POSSIBLE, USE SEQUENCE BELOW.
THE SANITARY SEWER
LINES SHOWN ON
THIS SHEET
EQUALITY: \ \
�
ARE LOCATED IN A FLOOD ZONE "X" AND
A BFE FOR
1. CONTRACTOR SHALL PERFORM THE SEWER INSTALLATION AT A TIME WHEN THE FLOW
MH #23 STA. 30+89.25 BEHIND �
\
THIS AREA HAS NOT
BEEN DETERMINED.
SEE FEMA
IN THE STREAM IS LOW.
= STA. 30+88.76 AHEAD
/� `►
FLOOD MAP 3720162700) EFFECTIVE 05-02-2006
2. CLEAR AND GRUB SEWER EASEMENT AT CROSSING, TAKING CARE NOT TO DISTURBED
/ / i MH-24
MH-23 WATER IG / i STA: 31+51.34
FOR FURTHER INFORMATION.
MORE THAN IS NECESSARY NEAR THE STREAM.
MATTHEWS TRUST '\
STA: 30+89./ 9p T.
e>o
FULLER—SHERRILL
PLACE, LLC
3. INSTALL COFFER DAM AND PUMP UPSTREAM FROM PROPOSED CROSSING. WHEN
162700-45-1561`
\\
162700-64-2832
STREAM FLOW HAS STOPPED, INSTALL ROCK CHECK DAMS DOWNSTREAM FROM PROPOSED
DB 3813 PG 347
�
ROCK CHECK DAM \
ROCK CHECK DAM DB 4691 PG 701
CROSSING. PUMP THE STREAM WATER FROM THE COFFER DAM TO BEYOND THE ROCK
CHECK DAMS. ALL SEEPAGE WITHIN THE WORK AREA SHALL BE PUMPED THROUGH A SILT
BAG PRIOR TO ITS RELEASE INTO THE STREAM.
��\�
� oo
4. INSTALL SANITARY SEWER. CONTRACTOR SHALL PLAN THE OPERATION SO THAT IT IS
J
:M # #
� WETLAND PROTECTION FENCE. °.:f�°°#°;� ,^i��� \ \ \
\
\
AS CONTINUOUS AND EXPEDIENT AS POSSIBLE./
—
— "` \y \ \
_�� �/�
\ \ \
` � \\
� MH-26 SILT FENCE \
STA: 34+43_20\
5. PLACE FILL OVER CROSSING AND STABILIZE THE AREA PRIOR TO REMOVING THE
/
_� � : ;� �} . �# •, . \
COFFER DAM AND CHECK DAM TO BE RE-ESTABLISHED STREAM FLOW.
\
6. INSPECT CROSSING AFTER RAIN EVENTS AND MAKE NECESSARY REPAIRS IMMEDIATELY. \
/ MH-21
STA: 26+68.43
\ �" — \ �\ .//�. // \
— — _
— — — — �•�� e-IO \
�
MH-27
/
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as \ \ /�4x0o
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35SNE 2
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STA: 36+82.00
/ / \
/
aa• aa,a`W sr _QV /i
0' TEMPpR \ \
27+00 ':� AR NS rRUC710 \
4 sS
12"p
/ / \ — —
— — — < / /
/
A oo \
...4 .__CEMENT ��\v� / NOTE:
28+00 �"s+aa / 92,p
_
12`/�
{ �M�{`}
�O�/ / / 141 gs 12`*$S o �— PERMANENT 30' UTILITY EASEMENT
\ r' / / NARROWS TO 18' IN WETLAND AREA
12'0 29+0 / & 50' TEMPORARY CONSTRUCTION
•�
— —
— — — �O \/ 6x /
30' PERMANUIILI °i EASEMENT NARROWS TO 44' \
/
ENT
7Y EASEMENT
� /50
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� ��'�•..�
_ — 63 7 • 0 �a
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BORE & JACK WITH 60 LF 112"0
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pFR�q��`
\
/ /
■�..� MH-22 STA: 33+28.7
`'d C-900 CL-200 CARRIER PIPE
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o / /
STA: 29+01.00
\ \
1?& '`oo
r U�
Ld
/
/ /
SILT FENCE
\ ` G. PAUL SHERRILL, JR
FyF,yT
\ \ 162700-65-3777
J
/
DB 1153 PG 768
\ oto
/ SILT
FENCE OUTLET TYP.
\
24+00N566Cr
STONE CONSTRUCTION
\
+.....-
/
ENTRANCE
11z
/
/
�
( _ - -
LIMITS OF DISTURBANCE
_ _
-20
\
Construction Note:
♦
♦ ��'
STA: 24+18.78
MATTHEWS TRUST
162700-64-2832`
MH-13 BY OTHERS
DB 38133PG PG 33377
MH #23, #28, #29 and #30 shall have
water—tight covers
(see sheet
STA: 23+00.00
SSD-1), rubber boots for pipe connections,
shall be provided
with
an interior water—proof coating or membrane equivalent to
or exceeding products manufactured by Sherman Williams
Sur—Flex 100 mil thickness; Tnemec Company, Inc. Elasto—Shield;
\
or and approved equal; and all exterior
joints shall be wrapped
\
with a minimum 12" wide sealant wrap
equivalent to or exceeding
products manufactured by Conseal Concrete Sealants, Inc.
CS-212 Polyolefin Backed Exterior Joint
Wrap; Sealant System,
Inc. Gator Wrap or an approved equal.
306
306
304
304
302
'
302
300
300
298im
A"t
W I I M
\
298
r
\
296
_ — 296
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294
.
294
292
292
0
/
0 tr
290
30
290
i
w tri
/
M
lL M
288
UN
288
/266
286
0.60%
i
185.32
/
12"0 SS PPE
284
— —_--
-- --_
\
L=238.80
284
IN,
_
2"0 -900 CL-100
282
282
IN
p�PE
280
50 LF 24"0 STEEL CASING DRY
278
BORE & JACK WITH 60 LF 12"0
278
_
282%
C-900 CL-200 CARRIER PIPE
20SS
276
PIP
276
/
L=
88.25
274
__71-0 SS PIPE
274
\L=2
2.58 0,80
272
_
/
"0 S PIPE
272
_ 6 0.80%
270
270
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2681
L=118.7
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36+00 36+50 37+00 37+50
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P:\11PROJ\9280\9280—LDDT\dwg\9280A—CONSTI—REVD 11-9-15.dwg 4/26/2016 4:59:32 PM ED
a '
''Lo C��tttttttt,,,""'P.A.2015
Cleveland Area Consolidation
Rev• s °
e
B
Date
November
2015
Scale
Map No.
`J�Q°•C'C/D.°°�'y
`C�
%�yl '�
_ -.
erring u on ssocia es,
ADDRESSED DWQ COMMENTS
09-19-16
TWH
Quo
Bowman Plantation Area
UPDATED WETLANDS ETC
01-18-17
TWH
SERE ®i =
t1 0 �.
Engineers Surveyors Planners Firm License 2310
.
SanitarySewer Pro ect
1;�5, V11-9280A
1 = 50 H
CO #1 - PERMIT DWGS
03-08-17
TWH
-u
1; o.. oz
/ #C
Construction Plans
�� �.. A ;
''�,ti�F' �: •°°s�,���'`
2201 Nash Street NW * Wilson, North Carolina 27896 * [phone]
Cleveland Twsp.,d o Ston Co., N.C.
Sheet No.
CP-1
VIX

30' TEMPORARY CONSTRUCTION EASEMENT
20' PERMANENT UTILITY EASEMENT
EROSION CONTROL SYMBOLS
� \ \ •
MH -33 \ �� \a" EX PUMP STA
STA: 46+61.27 \ o I STA: 46+77.53 WASTEWATER PUMP STATION EMOLITION/REMOVAL IN
\
CONSTRUCTION SEQUENCE FOR SANITARY SEWER AT STREAM:
PROPOSED CHECK DAM
LIGHTHOUSE CLEVELAND SPRINGS, LLC 01 ACCORDANCE
SECTION 02011 OF PROJECT SPECIFICATIONS
PROPOSED TEMPORARY STREAM
\ 162 400 9 66-1733 SILT FENCE' EXIST EOP GLEN ROAD TOWNHOMES
rn ASSOCIATION,
\ ASSOCIATION,INC.I12
IT IS PREFERRED THAT THE CONTRACTOR PERFORM THE SEWER INSTALLATION AT A TIME
WHEN THERE IS NO FLOW IN THE STREAM. IF NOT POSSIBLE, USE SEQUENCE BELOW.
CROSSING - BRIDGEMAT
FULLER-SHERRILL PLACE, LLC 5p \
162700-64-2832 �'� TEMPORA >1 162700-66-3346
DB 4691 PG 701 '�'�:°NSTRUC7I0N
1. CONTRACTOR SHALL PERFORM THE SEWER INSTALLATION AT A TIME WHEN THE FLOW
PROPOSED SILT FENCE
MH -31 E �o \ DB 2669 PG 179
�E�..ASEME t DB 2588 Pc 976
STA: 44+13.53 0...sW�
IN THE STREAM IS LOW.
PROPOSED SILT FENCE OUTLET
\
�° PERMANENT
o UTILITY EgSEMENT �' \ STONE CONSTRUCTION
2. CLEAR AND GRUB SEWER EASEMENT AT CROSSING, TAKING CARE NOT TO DISTURBED
MORE THAN IS NECESSARY NEAR THE STREAM.
TEMP. STREAM CROSSING /
PROPOSED TEMP. STONE CONSTRUCTION ENTRANCE
/�� "' 4 + moo. �, ENTRANCE
_ — — _ / oP 1a 12 *SS C'1
+/
/
3. INSTALL COFFER DAM AND PUMP UPSTREAM FROM PROPOSED CROSSING. WHEN
STREAM FLOW HAS STOPPED, INSTALL ROCK CHECK DAMS DOWNSTREAM FROM PROPOSED
35,x.
2 �� / / \ ,\ ROCK CHECK DAM
CROSSING. PUMP THE STREAM WATER FROM THE COFFER DAM TO BEYOND THE ROCK
ZONE
+/
CHECK DAMS. ALL SEEPAGE WITHIN THE WORK AREA SHALL BE PUMPED THROUGH A SILT
BAG PRIOR TO ITS RELEASE INTO THE STREAM.
\
ZONE — — \ \ '` EXISTING FENCE
X X
\ \�
4. INSTALL SANITARY SEWER. CONTRACTOR SHALL PLAN THE OPERATION SO THAT IT IS
MH 32 \\ ��+\ X -2(
AS CONTINUOUS AND EXPEDIENT AS POSSIBLE.
•r/ ,� STA: 45+U.91 — _ —, �d \
\
5. PLACE FILL OVER CROSSING AND STABILIZE THE AREA PRIOR TO REMOVING THE
LT FENCE
/,• / 50 LF 24+. t� STEEL CASING p
COFFER DAM AND CHECK DAM TO BE RE-ESTABLISHED STREAM FLOW.
.**,,,..x*, \
% "
BORE & JACK WITH 6 F 1 !d '�� \
x ` LPIPE
6. INSPECT CROSSING AFTER RAIN EVENTS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
/,� • ' " ` w : • 'x" " x\ ' \"a"� / /�/ \ C-900 CL- 00 CARRIE \
• %•
TOTAL DISTURBED AREA
' `" • i' �'
2.86 AC,
NOTE:
r ' " �' �� \ ✓ / \ \
UTILITY CONTRACTOR SHALL NOT ENCROACH INTO
. • - ,� — — — _ \
%
x*•%% ' ;�:. • ' ' �/
ZONE 1 OF THE 30' PERMANENT UTILITY EASEME
• %.%.„µ: :.' -
• \�\ \ \ \ \
x{” `"' F `• •' ',`PERMANENT 30' UTILITY EASEMENT \ ?0' \
SITE LOCATION COORDINATES
WETLAND PROTECTION FENCE
' : x�;• :; x; x :/;: Y;' NARROWS TQ 20' IK WETLAND A EA, \ \/� _ _ \ EX- RCP
•• ;�Ma • /
1% FLOOD BOUNDARY NOTE
LATITUDE = 35.60706°
Rw;
;, .: � 7 _ _
H-28 V�IAYER-T� T ,%, ��.\" w: �°�: ;;�: �`/ \ — —EX 3^0'\RCP
THE SANITARY SEWER LINES SHOWN ON THIS SHEET
LONGITUDE _ -78.57533 °
SQA +84.22 / '' PROTECTION FENCE �U� \
:SILT FENCEx= ti� _ F \ FULLER-SHERRILL PLACE, LLC \ \
\
ARE LOCATED IN A FLOOD ZONE "X" ANDA BFE FOR
x . x
* '
a' LL/ L ��2 \ 162700-64-2832 \
tittvL 4691 PG 701 \/
THIS AREA HAS NOT BEEN DETERMINED. SEE FEMA
.xx•*•"""x
" x '
1+ *w' ^ `-DB
FLOOD MAP 3720162700J EFFECTIVE 05-02-2006
WATER IGHT, ;;::'.=x^;,•
'STA: 38+67.
/ —
FOR FURTHER INFORMATION.
..
:: % % " ; ` ` %
as
iM�" " • „ :-r.
i� 0' PER WENT UTILITY EASEMENT \—
Z..s.
°�,COSS
*'
� `
SN
w�o� H-30 WATER–TIGHT • ` „„ BENCHMARK EL. 300.32 \
STA: 41+75.38 GARLAND P. SHERRILL, JR X' CHISLED IN TOP OF 30" RCP
BARBARA S. SMITH \ \
PRS
SILT FENCE \ 162700-65-3777
\
DB 3813 PG 337
CONSTRUCTION SEQUENCE:
Q
SILT FENCE OUTLET TYP. \
1. NOTIFY NCDEQ-DEMLR (RALEIGH, INC OFFICE) 48 HOURS IN ADVANCED OF
Nps:
ANY LAND DISTURBING ACTIVITIES.
PERMANENT 30' UTILITY EASEMENT
NARROWS TO 18' IN WETLAND AREA
LIMITS OF DISTURBANCE \
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING, SILT FENCE OUTLET,
& 50' TEMPORARY CONSTRUCTION
\
\ \
CHECK DAM & TEMPORARY STREAM CROSSING (WHEN NEEDED) AS SHOWN ON PLAN.
EASEMENT NARROWS TO 44'
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
5. UPON DISTURBING AN AREA, CONTRACTOR SHOULD GRADE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
6. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
314
314
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
312
312
8. AFTER SITE IS STABILIZED, CONTACT NCDENR-DEMLR (RALEIGH, NC OFFICE) FOR
APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL MEASURES.
310
310
9 ALL TEMPORARY S&E MEASURES SHALL BE REMOVED AT END OF CONSTRUCTION OF
THE PROJECT.
308
308
��1 n
306
306
304
o
c
304
Construction Note:
z
302
MH #23, #28, #29 and #30 shall have water–tight covers (see sheet
1.302
=16'27
SSD -1), rubber boots for pipe connections, shall be provided with
12-11 SS PIPE
an interior water–proof coating or membrane equivalent to
300
/
300
or exceeding products manufactured by Sherman Williams
Sur–Flex 100 mil thickness; Tnemec Company, Inc. Elasto–Shield;
298
/
298
or and approved equal; and all exterior joints shall be wrapped
_
_
with a minimum 12" wide Sealant wrap equivalent to or exceeding
296
--
—J
296
products manufactured by Conseal Concrete Sealants, Inc.
- — — — — — _
_ — — — _
1 s12a•
CS -212 Polyolefin Backed Exterior Joint Wrap; Sealant System,
1 00
Inc. Gator Wrap or an approved equal.
294
\ I 1 0
294
\
All sedimentation – erosion control for the area shall be strictly
292
-41 0 LF 24"0 STEEL
292
adhere t o .
CASING DRY BORE & JACK
= 38 0.60% 12"0 PIPE
All areas immediately adjacent to the wetland area shall be
290
6.16 0.60% 12"o C 00 C
290
restored to pre–construction conditions.
288
"0 SS PIPE
288
Wetland disturbed area along and within the sewer line easement
shall be seeded with an approved wetlands mix.
L=20 .900AWA
00
286
^ o N
286
+CON
MZ_
284
Naz z
284
282
282
280
280
HERRING -SUTTON & ASSOCIATES, P.A.
278
278
276
276
FINAL PLANS_
274
"n
��
00 o `°
OaiN N N 1� N
274
ISSUED FOR CONSTRUCTION
•�N
.O
272 tq
NM Z8
rn
Nza
O O
Zs M =O Mz M
272
270 ~ zz
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ZZ o z z z
F - F- F z
270
ISSUE DATE: JANUARY 25, 2017
O Iq b 1
tq to t/) to
7 0 00 N to
to to to tri CC CG
O! to O N 7 r- O n O n n 7 O to O N t0 O OD 1: N CO m 0
CO n OD n to CG CG 00 d VSN C WS C4 r•I
0 0 Of CA
N N N N
O O CA W O) Ol W
N N N N N N N
CA 0) Ol W O 01 CA O) Ol W O O O Q O O O O Q O O O O O O O
N N N N N N N N N N M M M 8 M M M M �7 M M M M M M M
38+50 39+00
39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50
50 0 50 100 150
P:\11PROJ\9280\9280-LDDT\dwg\9280A-CONSTI-REVD 11-9-15.dwg 4/26/2016 4:59:32 PM ED
�/li '�,�
Cleveland Area Consolidation
Revision
to
B
Date November 2015
ADDRESSED DWQ COMMENTS
09-19-16
TWH
•
cale
Ma No.
`�•`����%
- �
Herr015
inon P.A.• •
-
8ownan Plantation
Area
ADDRESSED JOHNSTON CO COMMEN
S 01-18-17
7NH
�
SES_-� -
o =
Engineers Surveyors Planners
l..icense
2310
•
SanitarySewer Pro ect
- tT
1" = 5' r
1" = 50' H11
-9280A
CO #1 -PERMIT DWGS
03-08-17
TWH
_ _ _
/Firm #C
COnstrLlCtlon
Plans
�: "'SJ,�.`�'
2201 Nash Street NW * Wilson, North Carolina 27896 * [phone]
Clevelandrsp. d osto� Co. N.C.
Sheet No. CP -2
VLK
`

LOT #23
DDOWNSS 1-sF 4ogrtF
PB 15 P 43 (Wug� IV TOME
LOT #24 /
DUCHESS
WILLIAM STEEL LANE
�t /
l��ti�G / PB 1/PF 43 DB 1716 P 95
WILLIAM STEEL LANE
_ L4 JR.
_ DB 1716 P 95
\ / / STA: 2+86.36 PROP MH 104STA: 2+88.84 \ O / LOT #22 Wq�
_ - PROPOSED 15" SAN SEWE 7OR 246.56 OFFSET: 6.51' L \ / I
/ LOT #25 \ INV 237.10 (IN) \// DUCHESS
DUCHESS PROP MH 103 INV 237.03 (OUT) DOWNS
Pam a PB A7FP 43 LOT #21
/ " 4:®• c DOWNS 3� \ STA: 1+54:21 ewl•� �PO o BARBARA ANDERSON DUCHESS
" I�7 F OFFSET: 5.0' L ��y�.as L i i p I
a $ PB 15 P ~My N St•0 / DB 1891 P 936 DOWNS
BOONE
oA BOONE LIVING TRUST 'r�r•"�tl•O�j -� �QQ�y li�lp PB las F 43
m a DB 2632 P 196 a o 4 L�is� 2p4 „ e
1, - , \ % /
/ ® $ PROP MH 102 -� `� RA A
STONE CONSTRUCTION o • STA: 0+57.3 ci
ENTRANCE ____ _' OFFSET: 3.39 ^ ✓ v
STA: 0+10.81
OFFSET: 3.37' L
WELL SITE "B"
DUCHESS
\X A +
ti a
DOWNS
O T
CO.-
PB 43
b
HEATER UTILITIES INC
HEATER
ix'Y
DB 1918 P 758
x \
m
BANK OF DITCH-,
I �
�^ 7
BANK OFI DITCH
CONC PAD W/
I
GENERATOR
/
i
250
248
246
244
242
L=46.55 2.92% 240
16"0 SS C900 -CL 100-.
238
L=11.36 8.22% 236
16"0 SS C900 -CL 100 -�
234
23<
23(
DATUM ELEF
225 000
PAD W/
11
(0 UFT STA)
TOP 240.43
INV 233.47 (IN)
NV (OUT)
EX MH 2
TOP 241.98
INV 235.94 (IN)
INV 235.86 (OUT)
EX MH 3
TOP 245.40
INV 236.48 (IN)
INV 236.30 (OUT)
M =
ELEVV 245.40
ILT
X
LrllK
N/F
BOONE LIVING TRUST
% J. FLETCHER BOONE
DB 2632 P 43
`\ F PROP MH 105 / BADB A1891 NP 936 N '
'o7 STA: 4+40.57
�a OFFSET: 3.09' L /
c
¢ ROCK CHECK DAM I
o "ao�►.
4Y4. i ■M�r rrrairrr++r4.rrr4li�r r4Y.�r
5tir M+n r
«.� 6 b e i
+0 6+00
\ STA: 4+34.43 MAP BOOK 69 PAGE 95
FENCE \ EX MH 5 BANK OF DITCH
TOP 244.01
INV�23Z99 (IN) SILT FENCE WINDOW (TY'.
INV 237.87 ( T)
\
\
LOT #20 I
DUCHESS
DOWNS
PB h5/FP 43
BARBARA ANDERSON I
DB 1891 P 936
� I
�m
PROP MH 106
STA: 6+52.40 �I
FT --OFFSET. 5.99' L- -{
25' UTILITY E01-MAENT
' BOOK 69 PAGE 95
0+00 0+50 1+00 1+50 2+00 2+50 3+00 S+Ju vrvv 1----
-: - Herring -Sutton & Associates, P.A.
SEAL 1 -
- 10180 Engineers - Surveyors - Planners / Firm License #C-2310
••'•�,!F I • SJ..,. 2201 Nash Street NW •Wilson, North Carolina 27896 • [phone]
2015 Cleveland Asea Consolidation
Sanitary Sewer Project
Cleveland Tv sp., Johnston Co., N.C.
250
248
246
244 L=6.09
0.50X
xv16"0 SS C900 -CL 100
L=113.71
240 0.727,
EX 8'0 SS
238
236
234
I t0 N Z �O
moo»
irnl-zz
228
226
DATUM ELEV
225.000
Duchess Downs Area
Construction Plans
1% FLOOD BOUNDARY NOTE
THE SANITARY SEWER LINES SHOWN ON THIS SHEET
ARE LOCATED IN A FLOOD ZONE "X' AND A BFE FOR
THIS AREA HAS NOT BEEN DETERMINED. SEE FEMA
FLOOD MAP 3720162700J EFFECTIVE 05-02-2006
FOR FURTHER INFORMATION.
TOTAL DISTURBED AREA
0.70 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.597910
LONGITUDE = -78.58536°
EROSION CONTROL SYMBOLS
tr'+ PROPOSED SILT FENCE
O PROPOSED SILT FENCE OUTLET
PROPOSED TEMP. STONE CONSTRUCTION ENTRANCE
CONSTRUCTION SEQUENCE:
1. NOTIFY NCDEQ-DEMLR (RALEIGH, NC OFFICE) 48 HOURS IN ADVANCED OF
ANY LAND DISTURBING ACTIVITIES.
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING & SILT FENCE OUTLET
AS SHOWN ON PLAN.
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
5. UPON DISTURBING AN AREA, CONTRACTOR SHOULD GRADE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
6. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
S. AFTER SITE IS STABILIZED, CONTACT NCDENR-DEMLR (RALEIGH, NC OFFICE) FOR
APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL MEASURES.
9 ALL TEMPORARY S&E MEASURES SHALL BE REMOVED AT'END OF CONSTRUCTION OF
THE PROJECT.
CONSTRUCTION NOTES:
1. MANHOLE #101-106 SHALL BE WATER -TIGHT AS SHOWN IN CONSTRUCTION
DETAILS (SHEET SSD -1).
2. EXISTING 8" SANITARY SEWER AND MANHOLES TO BE ABANDONED BY
CONTRACTOR BY THE FOLLOWING ABANDONMENT MEASURES -
1 -PLUG; BOTH INVERT IN AND OUT WITH BRICK AND CONCRETE
2 -REMOVE EXISTING MANHOLE CONES TO A MINIMUM of ONE (1) FOOT
BELOW FINISH GRADE FILL MANHOLE INTERIORS WITH EXISTING
INSITU SOIL
3. PRIOR TO COMMENCING CONSTRUCTION ON LOT #24, CONTRACTOR IS TO
NOTIFY PROPERTY OWNER, WILLIAM S. LANE (919-417-2815) SEVEN (7)
CALENDAR DAYS IN ADVANCED SO THAT HE CAN MOVE LIVESTOCK AND
ELECTRIC FENCE.
4. PRIOR TO COMMENCING CONSTRUCTION ON LOTS #20-22 CONTRACTOR
SHALL NOTIFY PROPERTY OWNER AGENT, MR SATTERWHITE (919-239-9826)
SEVEN (7) CALENDAR DAYS IN ADVANCE $O EXISTING ABANDONED
VECHILES MAY BE MOVED.
5. NEW SANITARY SEWER TO HAVE A MINIMUM COVER OF 3.0'.
6. RE -GRADE EASEMENT AREA TO ACHIEVE AND MAINTAIN POSITIVE DRAINAGE.
ADDRESSED DWQ COMMENTS
twh
FINAL DESIGN
Not Released
For Construction
0' 0' 50' 100' 150'
P:\i SPROJ\9280A\9280A-LDDT\4"9\9280A-CONST PLAN.A.9 3/9/2016 8:26:46 AM EST
MH
Date November 2015
Scale Map No.
1" = 50' (HORZ) 92BOA-3
1" 5' VERT
Sheet No. CP -3
I EX MH 6
TOP 247.67
U
INV 241.09 (IN)
I II
I
�I INV 240.99 (OUT)
BANK OF DITCH-,
I �
BANK OFI DITCH
I
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TOP 248.23
INV 241.81 (IN)
I
INV 241.73 (OUT)
I
0+00 0+50 1+00 1+50 2+00 2+50 3+00 S+Ju vrvv 1----
-: - Herring -Sutton & Associates, P.A.
SEAL 1 -
- 10180 Engineers - Surveyors - Planners / Firm License #C-2310
••'•�,!F I • SJ..,. 2201 Nash Street NW •Wilson, North Carolina 27896 • [phone]
2015 Cleveland Asea Consolidation
Sanitary Sewer Project
Cleveland Tv sp., Johnston Co., N.C.
250
248
246
244 L=6.09
0.50X
xv16"0 SS C900 -CL 100
L=113.71
240 0.727,
EX 8'0 SS
238
236
234
I t0 N Z �O
moo»
irnl-zz
228
226
DATUM ELEV
225.000
Duchess Downs Area
Construction Plans
1% FLOOD BOUNDARY NOTE
THE SANITARY SEWER LINES SHOWN ON THIS SHEET
ARE LOCATED IN A FLOOD ZONE "X' AND A BFE FOR
THIS AREA HAS NOT BEEN DETERMINED. SEE FEMA
FLOOD MAP 3720162700J EFFECTIVE 05-02-2006
FOR FURTHER INFORMATION.
TOTAL DISTURBED AREA
0.70 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.597910
LONGITUDE = -78.58536°
EROSION CONTROL SYMBOLS
tr'+ PROPOSED SILT FENCE
O PROPOSED SILT FENCE OUTLET
PROPOSED TEMP. STONE CONSTRUCTION ENTRANCE
CONSTRUCTION SEQUENCE:
1. NOTIFY NCDEQ-DEMLR (RALEIGH, NC OFFICE) 48 HOURS IN ADVANCED OF
ANY LAND DISTURBING ACTIVITIES.
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING & SILT FENCE OUTLET
AS SHOWN ON PLAN.
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
5. UPON DISTURBING AN AREA, CONTRACTOR SHOULD GRADE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
6. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
S. AFTER SITE IS STABILIZED, CONTACT NCDENR-DEMLR (RALEIGH, NC OFFICE) FOR
APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL MEASURES.
9 ALL TEMPORARY S&E MEASURES SHALL BE REMOVED AT'END OF CONSTRUCTION OF
THE PROJECT.
CONSTRUCTION NOTES:
1. MANHOLE #101-106 SHALL BE WATER -TIGHT AS SHOWN IN CONSTRUCTION
DETAILS (SHEET SSD -1).
2. EXISTING 8" SANITARY SEWER AND MANHOLES TO BE ABANDONED BY
CONTRACTOR BY THE FOLLOWING ABANDONMENT MEASURES -
1 -PLUG; BOTH INVERT IN AND OUT WITH BRICK AND CONCRETE
2 -REMOVE EXISTING MANHOLE CONES TO A MINIMUM of ONE (1) FOOT
BELOW FINISH GRADE FILL MANHOLE INTERIORS WITH EXISTING
INSITU SOIL
3. PRIOR TO COMMENCING CONSTRUCTION ON LOT #24, CONTRACTOR IS TO
NOTIFY PROPERTY OWNER, WILLIAM S. LANE (919-417-2815) SEVEN (7)
CALENDAR DAYS IN ADVANCED SO THAT HE CAN MOVE LIVESTOCK AND
ELECTRIC FENCE.
4. PRIOR TO COMMENCING CONSTRUCTION ON LOTS #20-22 CONTRACTOR
SHALL NOTIFY PROPERTY OWNER AGENT, MR SATTERWHITE (919-239-9826)
SEVEN (7) CALENDAR DAYS IN ADVANCE $O EXISTING ABANDONED
VECHILES MAY BE MOVED.
5. NEW SANITARY SEWER TO HAVE A MINIMUM COVER OF 3.0'.
6. RE -GRADE EASEMENT AREA TO ACHIEVE AND MAINTAIN POSITIVE DRAINAGE.
ADDRESSED DWQ COMMENTS
twh
FINAL DESIGN
Not Released
For Construction
0' 0' 50' 100' 150'
P:\i SPROJ\9280A\9280A-LDDT\4"9\9280A-CONST PLAN.A.9 3/9/2016 8:26:46 AM EST
MH
Date November 2015
Scale Map No.
1" = 50' (HORZ) 92BOA-3
1" 5' VERT
Sheet No. CP -3
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 S+Ju vrvv 1----
-: - Herring -Sutton & Associates, P.A.
SEAL 1 -
- 10180 Engineers - Surveyors - Planners / Firm License #C-2310
••'•�,!F I • SJ..,. 2201 Nash Street NW •Wilson, North Carolina 27896 • [phone]
2015 Cleveland Asea Consolidation
Sanitary Sewer Project
Cleveland Tv sp., Johnston Co., N.C.
250
248
246
244 L=6.09
0.50X
xv16"0 SS C900 -CL 100
L=113.71
240 0.727,
EX 8'0 SS
238
236
234
I t0 N Z �O
moo»
irnl-zz
228
226
DATUM ELEV
225.000
Duchess Downs Area
Construction Plans
1% FLOOD BOUNDARY NOTE
THE SANITARY SEWER LINES SHOWN ON THIS SHEET
ARE LOCATED IN A FLOOD ZONE "X' AND A BFE FOR
THIS AREA HAS NOT BEEN DETERMINED. SEE FEMA
FLOOD MAP 3720162700J EFFECTIVE 05-02-2006
FOR FURTHER INFORMATION.
TOTAL DISTURBED AREA
0.70 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.597910
LONGITUDE = -78.58536°
EROSION CONTROL SYMBOLS
tr'+ PROPOSED SILT FENCE
O PROPOSED SILT FENCE OUTLET
PROPOSED TEMP. STONE CONSTRUCTION ENTRANCE
CONSTRUCTION SEQUENCE:
1. NOTIFY NCDEQ-DEMLR (RALEIGH, NC OFFICE) 48 HOURS IN ADVANCED OF
ANY LAND DISTURBING ACTIVITIES.
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING & SILT FENCE OUTLET
AS SHOWN ON PLAN.
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
5. UPON DISTURBING AN AREA, CONTRACTOR SHOULD GRADE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
6. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
S. AFTER SITE IS STABILIZED, CONTACT NCDENR-DEMLR (RALEIGH, NC OFFICE) FOR
APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL MEASURES.
9 ALL TEMPORARY S&E MEASURES SHALL BE REMOVED AT'END OF CONSTRUCTION OF
THE PROJECT.
CONSTRUCTION NOTES:
1. MANHOLE #101-106 SHALL BE WATER -TIGHT AS SHOWN IN CONSTRUCTION
DETAILS (SHEET SSD -1).
2. EXISTING 8" SANITARY SEWER AND MANHOLES TO BE ABANDONED BY
CONTRACTOR BY THE FOLLOWING ABANDONMENT MEASURES -
1 -PLUG; BOTH INVERT IN AND OUT WITH BRICK AND CONCRETE
2 -REMOVE EXISTING MANHOLE CONES TO A MINIMUM of ONE (1) FOOT
BELOW FINISH GRADE FILL MANHOLE INTERIORS WITH EXISTING
INSITU SOIL
3. PRIOR TO COMMENCING CONSTRUCTION ON LOT #24, CONTRACTOR IS TO
NOTIFY PROPERTY OWNER, WILLIAM S. LANE (919-417-2815) SEVEN (7)
CALENDAR DAYS IN ADVANCED SO THAT HE CAN MOVE LIVESTOCK AND
ELECTRIC FENCE.
4. PRIOR TO COMMENCING CONSTRUCTION ON LOTS #20-22 CONTRACTOR
SHALL NOTIFY PROPERTY OWNER AGENT, MR SATTERWHITE (919-239-9826)
SEVEN (7) CALENDAR DAYS IN ADVANCE $O EXISTING ABANDONED
VECHILES MAY BE MOVED.
5. NEW SANITARY SEWER TO HAVE A MINIMUM COVER OF 3.0'.
6. RE -GRADE EASEMENT AREA TO ACHIEVE AND MAINTAIN POSITIVE DRAINAGE.
ADDRESSED DWQ COMMENTS
twh
FINAL DESIGN
Not Released
For Construction
0' 0' 50' 100' 150'
P:\i SPROJ\9280A\9280A-LDDT\4"9\9280A-CONST PLAN.A.9 3/9/2016 8:26:46 AM EST
MH
Date November 2015
Scale Map No.
1" = 50' (HORZ) 92BOA-3
1" 5' VERT
Sheet No. CP -3

I
J
J
J
/ \ ` N/F
GAYLE S. MATTHEWS ET AL
i DB 4563 PG 626
1
0100 0150 1+w 1+50 2+00 2+50 3+00 ,3+30 /+W 4+50
Herring—Sutton & Associates, P.A.
Engineers —Surveyors — Planners / Firm License #C-2310
2201 Nash Street NW • Wilson, North Carolina 27896 * [phone]
2015 Cleveland Area Consolidation
Sanitary Sewer Project
Cleveland Twp., Johnston Co., N.C.
n.1Inn'nntVA00 A'.400.1 1n' '.p,..,,,1 ennAA nnaTCT MAA1Q nrTT�n DVT Drcr +4 n 1R 11—
77 �" ,
15
n
TOTAL DISTURBED AREA
1.06 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.606210
LONGITUDE _ -78.570040
CONSTRUCTION SEQUENCE:
1. NOTIFY NCDENR-DEMLR (RALEIGH, NC OFFICE) O 919-791-4200 48 HOURS IN
ADVANCED OF ANY LAND DISTURBING ACTMIIES.
2. INSTALL STONE CONSTRUCTION ENTRANCE. SILT FENCING, SILT FENCE OUTLET a
SILT BAG AS SHOWN ON PLAN.
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
4.. UPON DISTURBING AN AREA, CONTRACTOR SHOULD OWE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
B. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF [AND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
8. AFTER SITE IS STABILIZED, CONTACT NCDEQ-DEMLR (RALEIGH, NC OFFICE) O
919-791-4200 FOR APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL
MEASURES.
9 REMOVE THE EROSION CONTROL MEASURES ONCE PERMANENT GROUND COVER HAS
BEEN ESTABLISHED.
Final Drawing - For Review Purposes Only
Not Released for Construction
M
80'
P:\10PROA4884\4889—tDDI\dwg\-4884A—CONST PUNS SEVER EXT REV 11-9-15.4wg 7/2/2016 t04s9 Pre EDT
RevimonDate Date: November 2015
NCDEQ BREL C n==ts 07-09-18 TIP
Glenbrook Meadows Area Scale ' Map N°.
1' = 40' 2010 -L -4884A
Construction Plans
Sheet No. CP -4
TWE
20
-
0100 0150 1+w 1+50 2+00 2+50 3+00 ,3+30 /+W 4+50
Herring—Sutton & Associates, P.A.
Engineers —Surveyors — Planners / Firm License #C-2310
2201 Nash Street NW • Wilson, North Carolina 27896 * [phone]
2015 Cleveland Area Consolidation
Sanitary Sewer Project
Cleveland Twp., Johnston Co., N.C.
n.1Inn'nntVA00 A'.400.1 1n' '.p,..,,,1 ennAA nnaTCT MAA1Q nrTT�n DVT Drcr +4 n 1R 11—
77 �" ,
15
n
TOTAL DISTURBED AREA
1.06 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.606210
LONGITUDE _ -78.570040
CONSTRUCTION SEQUENCE:
1. NOTIFY NCDENR-DEMLR (RALEIGH, NC OFFICE) O 919-791-4200 48 HOURS IN
ADVANCED OF ANY LAND DISTURBING ACTMIIES.
2. INSTALL STONE CONSTRUCTION ENTRANCE. SILT FENCING, SILT FENCE OUTLET a
SILT BAG AS SHOWN ON PLAN.
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
4.. UPON DISTURBING AN AREA, CONTRACTOR SHOULD OWE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
B. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF [AND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
8. AFTER SITE IS STABILIZED, CONTACT NCDEQ-DEMLR (RALEIGH, NC OFFICE) O
919-791-4200 FOR APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL
MEASURES.
9 REMOVE THE EROSION CONTROL MEASURES ONCE PERMANENT GROUND COVER HAS
BEEN ESTABLISHED.
Final Drawing - For Review Purposes Only
Not Released for Construction
M
80'
P:\10PROA4884\4889—tDDI\dwg\-4884A—CONST PUNS SEVER EXT REV 11-9-15.4wg 7/2/2016 t04s9 Pre EDT
RevimonDate Date: November 2015
NCDEQ BREL C n==ts 07-09-18 TIP
Glenbrook Meadows Area Scale ' Map N°.
1' = 40' 2010 -L -4884A
Construction Plans
Sheet No. CP -4
TWE

NOTES:
T. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALI
BE KEPT FAIRLY DRY, THUS MAKING THE
CONCRETE WEDGE SHAPE MORE EASILY
FORMED WITH THE WIDEST PART
(BLOCKING AREA) AGAINST UNDISTURBEI
SOIL.
3. NO CONCRETE SHALL COVER ANY BOLTS
OR GLANDS.
4. ALL FITTING AND ACCESSORIES TO BE
WRAPPED WITH 10 MIL POLYETHYLENE
PRIOR TO POURING BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE
AS SHOWN ON THE THRUST BLOCKING
SCHEDULE.
U
SOIL (TYP.)
PLAN BENDS
r18"MIN.-10"41&LESS
1 24" MIN. -12" 0 & GREP---
SECTION X -X
BENDS & TEES
PLAN TEES
PLAN & ELEV.
PLUGS
PIPE
BB' BEtm
I.5° BENC
i�tlY BEfA
11 lie BE
TEE
PIIIG
VM
A 8
A B
A B
A B
A
®
C
O
�•
r IT
r r
r r
r r
r
W
tr
tr
r
tr 1r
r IT
r r
r r
1r
it
1Y
1r
r
1r 1r
IT 1r
r r
r r
it
tr
1r
W
THRUST BLOCK DETAIL
NOT TO SCALE
FOR USE IN PAVED AREAS
FINISHED GRADE
IN PAVED AREA 1y"
BASE COURSE —
6" MIN.. _
TAMPED BACKFILL _
WATER MAIN —�_ _ -
FOR USE IN UNPAVED AREAS
— VALVE BOX COVER
r 7J2" MIN.
F
1" j— FINISHED GRADE
++ IN UNPAVED AREA
_ CONCRETE
_ PROTECTOR
RING
- - VALVE BOX
_-_ TAMPED
BACKFILL
VALVE
TAMPED BACKFILL
SECTION
NOTES:
1. D.I.P. MAY BE USED FOR VALVE BOX EXTENSIONS.
2. VALVE BOX SHOULD NOT CONTACT WATER MAIN
OR VALVE.
3. CONCRETE PROTECTOR RING SHALL BE USED IN
ALL UNPAVED AREAS.
4. ALL MATERIALS USED IN THE POTABLE WATER
SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED
AND MEET THE LATEST FEDERAL SAFE DRINKING
WATER ACT REQUIREMENTS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
STEEL POST
TOP STRAND
STAY WIRES
GALV PARE FABRI
AND FILTER FABRIC. v
BURY TOE OF FIL IER 3
FABRIC A MIN OF 8' s
✓f � 1 M
BOTTOM STRAND N
(MADE LINE
%\j
tV �
8'1 MAX 8'
MIN
ELEVATION SECTION
SILT FENCE SILT FENCE
NOTE:
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) PATH
W-0' POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE
2 FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
SILT FENCE DETAIL
NOT TO SCALE
NOTES:
1. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO LOCATE ALL
UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION.
2. WATER MAIN SHALL BE CONSTRUCTED
INSIDE PRIVATE ROAD LIMITS AND NC
DOT RIGHTS-OF-WAY.
3. ALL PROPERTY LINES SHOWN HAVE
BEEN PROVIDED FROM GIS DATA AND
HAVE NOT BEEN SURVEYED.
4" D.I. MJ SLEEVE
a
T
2
4" D. I. MJ TEE 340
4" GATE VALVE n
WITH BOX � �(
CUT EXISTING 4" PVC
FORCE MAIN INSTALL 330
TEE, VALVES, AND
SLEEVE
rw DATUM ELEV
CONNECTION DETAIL 320.00
r
NOT TO SCALE
K
PLAN - 4" FORCE MAIN
SCALE: 1" = 30'
THIS PIPE SEGMENT IS
NOT IN A FLOOD PLANE
EIP4– Existing Iron Pipe
CP – Calculated Point
MH – Manhole
CO – Sewer Cleanout
— uGPL —Underground Power Line/Electric
— G —Natural Gas Line
— TV —Time Warner Cable
— T —AT&T
— FM —Force Main
-o'--b---I—Silt Fence
N
n
M
E
KISTING GROUND
10-°
MAIN
17AIN 3FT OF
COVER
inv In
330.37 Shell
Inv in
330.22 Taco
Bell
4" PV
FORCE
IN
CONNECT
TO EXISTIN
4"
Inv out
330.12
O
a)
a0
N
•–
00
f0
•–
M
�'
�
to
to
CV
M
M
M
M
M
M
M
M
M
M
M
i M
M
M
W)
M
pe)
M
0+00 0+50 1+00 1+50 2+00
PROFILE
Scale:
1"=30' Horizontal
1"=10' Vertical
REVISION INFORMATION DRAWING INFORMATION
.'`%A CAq
Num Description Date Init Init Date �z°��oFs�ti=; CLEVELAND CONSOLIDATION SEWER PROJECT
Drawn B HJs 2/16 = SEAL
6114 4" DIVERSION FORCE MAIN FOR
Checked B TGB 2 16 3.. >'�.'
NNN/ +%,�oF�'PINE�. �� SOUTHGATE WASTEWATER PUMP STATION
A roved B G B�`%
,.,.
SCALE:
Z-( 0U JTVV JTVV
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
340
330
320
Final Drawing - For Review Purposes Only
Not Released for Construction
SHEET

\���_------------- DUCHESS DRIVE
--
THE CONTRACTOR SHALL BEGIN SANITARY SEWER INSTALLATION AT
THE EXISTING MANHOLE AND SHALL WORK "UPSTREAM. --Tk(E TRENCH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SHALL BE BACKFILLED, SEEDED, AND MULCHED AT THE END -CF -EACH
N OF'1N€ (50' PUBLIC RIGHT OF WAY)
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LOCATIONS FOR REINFORCED SILT FENCE OUTLETS SHOULD BE
FIELD VERIFIED SO THAT THEY ARE PLACED IN THE ACTUAL LOW
POINTS WHERE RUNOFF WILL COLLECT AND NEED TO DRAIN. FIELD
CONDITIONS MAY REQUIRE THAT ADDITIONAL OUTLETS BE INSTALLED.
DAY AND A ROCK CHECK DAM SHALL BE PLACED AT THEE D
TRENCH. _ _ — — — — — — — — — — — — — — — — — — — — — — — T — LpT >>
LOT 19 LOT 18 LOT 17 I - _ _ LOT 15 LOT 14 LOT 13 LOT 12
APPROX LOCATION EX T
MOBILE HOME
APPROX LOCATION EX � _ 5' TEMP CONSTR I �
SEPTIC DRAIN FIELD 1' -' IMH 4 ESMT I EXHOCAT EXAPPROX
BARBARA ANDERSON LOCATION EX
N/F STA 6+08.31 MOBMOBILE
MOBILE HOME
I I l' I �-At. I EX
APPROX LOCATION EX I I ♦%� g*O``����� POpNMp
SEPTIC DRAIN FIELD SEPTIC TANK (TYP)
10' TEMP CONSTR /-- - (LOCATIONS APPROXIMATE) APPROX LOCATION EX `83r `�`' ` I I \ PQROXV\ FIE
ESMT \ �. MOBILE HOME �� 1gr' DO• S /
EXISTING MH j ♦♦ \ \
EX TOP 246.69
EX INV 240.00 0. XISTIN,G S'
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SCALE: 1 " = 40'
SS OUTFALL PROFILE
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I " G' \ /T-o•r
270
260
250
240
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INSTALL SILT FENCE ALONG
TOP OF BANK AT STREAM
CROSSING ATE END OF
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PROTECTION CREEK
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MAGGIE FEIGE // _ I _ _ — �y1 6oX I I APPROX LOCATION EX /
50' NEUSE SI4T FENC — �� S "��� APPROX LOCATION EX MOBILE HOME 10 TEMP CONSTR
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E HOME I /� \ E T • SEPTIC DRAIN FIELD ES T i TIMBER MAT
' RIPARIAN BUFFER ♦� ,
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, \ ' � _ _ _ .� _ _---� ♦ �p0 ♦ ���� �,�, �� ` ��'\� SEPTIC DRAIN FIELD � ,x.11
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FORCED WAYNE BEALE AND DIANE P LEWTER LIMITS OF \ 2 j / NRB / 40
IiL'ET \ �� \ 1� _ DISTURBED AREA
\ i 2 _ —" — (SHOWN APPROXIMATE. SURVEYOR \ \
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IT IS PREFERED THAT THE CONTRACTOR PERFORM THE SEWER INSTALLATION AT A TIME WHEN THERE
IS NO FLOW IN THE STREAM. IF THAT IS NOT POSSIBLE, USE THE SEQUENCE BELOW.
1) CONTRACTOR SHALL PERFORM THE SEWER INSTALLATION AT A TIME WHEN THE FLOW IN THE
STREAM IS LOW.
2) CLEAR AND GRUB SEWER EASEMENT AT CROSSING, TAKING CARE NOT TO DISTURB MORE THAN
IS NECESSARY NEAR THE STREAM.
3)INSTALL COFFER DAM AND PUMP UPSTREAM FROM PROPOSED CROSSING. WHEN STREAM FLOW HAS
STOPPED, INSTALL ROCK CHECK DAMS DOWNSTREAM FROM PROPOSED CROSSING. PUMP THE
STREAM WATER FROM THE COFFER DAM TO BEYOND THE ROCK CHECK DAMS. ALL SEEPAGE
WITHIN THE WORK AREA SHALL BE PUMPED THROUGH A SILT BAG PRIOR TO ITS .RELEASE INTO
THE STREAM.
4) INSTALL SANITARY SEWER. CONTRACTOR SHALL PLAN THE OPERATION SO THAT IT IS AS
CONTINUOUS AND EXPEDIENT AS POSSIBLE.
5) PLACE FILL OVER CROSSING AND STABILIZE THE AREA PRIOR TO REMOVING THE COFFER DAM
AND CHECK DAM TO RE-ESTABLISH STREAM FLOW.
6) INSPECT CROSSING AFTER RAIN EVENTS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
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PROJECT NUMBER: 15 03
SANITARY SEWER
OUTFALL
CP -6
APRIL 2015

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THE COUNTY WILL LOCATE EXISTING SEPTIC TANKS AND DRAIN FIELDS
BETWEEN MH #1 AND MH 116, WHICH WILL BE AFFECTED BY SEWER � /
LINE CONSTRUCTION. PLEASE REFER TO THE SPECIAL CONDITIONS N/F _STREAM
SECTION OF THE SPECIFPCATIONS FOR GUIDANCE ON CONNECTING EXISTING
SEWER SERVICE LINES TO THE NEW GRAVITY SEWER LINE. GARLAND PAUL SHERRILL JR BpNK / _� / � � /r ♦ \
AND BARBARA S SMITH _ — —
..� TOP OF / �, /— � //�M�iL � T�\� � i \ \ ADDITIONAL
_ TEMP ONSTR
:4 —ZON& i ESfr�1T / / J �� 23+47.81 \ 20' PCE
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PROTECTION AT CREEK �� ST 20+%6.9 �" ���_ +4 Bi \
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INSTALL SILT FENCE ALONG �2 I TO� OF BANK r' / \ �/' t+o0 / / 30' Un1LI Y €AsE \\ MATTHEWS TRUST
TOP OF BANK AT STREAM / \ \/
CROSSING AT THE END OF
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STA 16+72.18 �= i /� / POINTS WHERE RUNOFF WILL COLLECT AND NEED TO DRAIN. FIELD
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THE EXISTING MANHOLE AND SHALL WORK "UPSTREAM." THE TRENCH SCALE: 1 " = 40' ��2 As�cATEs\LLC�
SHALL BE BACKFILLED, SEEDED, AND MULCHED AT THE END OF EACH
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TRENCH \ V \
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OUTFALL
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APRIL 2015