SW8060125_APPROVED PLANS_20060120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 GkvU125
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20p1v 01 l
YYYYMMDD

06-SE-80
jANUAfz.,..,Y, 2006
CITY OF
GTON
NORTH CAROLINA
Development Services • EngineeringDivision �.
P.O. Box 1810 305 Chestnut Street Wilmington, NC 28401 910 341-7807
MAYOR - Spence H. Broadhurst
MAYOR PRO TEM - Laura W. Padgett
CITY COUNCIL MEMBERS CITY MANAGER - Sterling B. Cheatham ` SEAL '• _
T
i
Lethia Hankins CITY ENGINEER -William C. Penny � P.E. 8406
ON
Katherine Bell Moore '- y:N ' EEa.:SQ
J
a_nes L. Quinn, III PROJECT ENGINEER - CARL FARMER, P.E. Fell
Bill Saf f o
Jason Thompson PROJECT DIRECTOR - FRANK STYERS, P.E.,
06-SE-80 RIVER ROAD FORCE MAIN REPLACEMENT

VICINITY MAP
SHEET
TITLE
1
COVER
2
CONSTRUCTION AND NOTES
LOCATION & VICINITY MAPS, LEGEND, SEQUENCE OF
3
PLAN AND PROFILE
STA. 0+00 — 7+00
4
PLAN AND PROFILE
STA. 7+00 — 18+00
5
PLAN AND PROFILE
STA. 18+00 — 26+70
6
CONSTRUCTION DETAIL SHEET
LEGEND
W W
EXISTING WATER LINE
PROPOSED WATER LINE
EXISTING SD (STORM DRAIN)
SD
PROPOSED STORM DRAIN
SS
EXISTING SS (SANITARY SEWER)
SS
PROPOSED SANITARY SEWER
FM
EXISTING SANITARY SEWER FORCE MAIN
- 26-- ----
EXISTING GROUND CONTOUR
c
EXISTING GAS LINE
PROPOSED CONTOUR
— — — — —
EXISTING LOT LINES
®
PROPOSED MANHOLE (SS)
— —
EXISTING RIGHT OF WAY LINES
®
PROPOSED MANHOLE (STORM)
EXISTING MAN HOLE
®
PROPOSED DROP INLET
OO
EXISTING SANITARY CLEANOUT
FABRIC INLET PROTECTION
EXISTING WATER VALVE
—
ROCK CHECK DAM
0
EXISTING POWER POLE
■ ■ ■ ■ ■
PROPOSED SILT FENCE
-6-
EXISTING FIRE HYDRANTS
EXISTING WETLANDS
W W y W W W LL W• W W W y
y y y y W
©
EXISTING CATCH BASIN
EXISTING GRILL BASIN
TEMPORARY SEDIMENT TRAP
EXISTING LIGHT POLE
p OP
EXISTING IRON PIPE (PROPERTY CORNER)
EXISTING TREE
�? Q EE$SIOryq• ��!, 1 - DESIGNED CF, P.E.
I MATE RIVER ROAD FORCE MAIN REPLACEMENT SCALE
SEAL(••' '= N.\PROJECT FLES CITY OF
_ DRAWN ,SR PATH RHEA ROAD FORCE MAIN REPUCEhO f GTON JANUARY, 2006
it �� $406 , �e� G � � NORTHCAROLINA �� �� LEGEND AND VICINITY NTs
CHECKED CF, P.E. NAME FORCE MAIN REPIACEAIENf.
06-SE-80
SHEET
REVISIONS �PROJ. ENGR. CF,PE.
2 of
Development Services • Engineering Division
P.O. Box 1810 • 305 Chestnut Street WOminrton NC 28401 • [phone]
06-SE-80
RIVER ROAD FORCE MAIN REPLACEMENT

ABANDONEO-
EX. 24" F M. -- e
ABANDONED S. R 1100
W �� RIVER RD.
' 9Na �N SS
FM �- ---- S FM
FM
S
a. vcSS T
v
SS
S
SSMH
29.63
INV-2466
INV=24.66
--
n
q - - -- - EX. SDMH
@if@ry TOP N=25
INV OUT-25
INV OUi=25.89
E%. SDMH
O TOP= INV IN-27 =2].23
T INV OUT=27.03
Ex. CO
TOP-3U.4t
INV=2Z22
II�
If
If
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REV. ii CAIE
REVISIONS
CAR�.
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8406
.� el :NG INEE?.
9
///q /0 6
EX '
TOP=29.SSMH82 _
CINV IN (SE)=20.72
INV IN (NE)=22.47
w \ INV OUT=20.62
O
1 00� }ROW I - - ZYSR RD. - S.R 1100
= T - . •� a
CFI /
AIR-REEEASE TOP=30.90 EX. SDMH
VALVE MH INV IN=21 JO Q TOP=29.10
INV 00T=21.60 q
INV IN(NE)=23.65
PROP. AIR RELEASE VALVE INV IN(SE)=23.55
AND 5' 0 MANHOLE NEW 24' FORCE MAIN ��� � INV our-23.95
CONNECT
PVC FORCEOMAINST. 24' /
I /
\7L�
0.00
EX. WATER SERVICE
COYER
I'"
TOP=2J.08
YW.W420 -
INV OUT=19.91
24 fl3
Ei141101f
r�Ek. CB
TOP=24.93
INV IN(SE)=2050-
INV =22.9J
INV OUT OUi=20.39
G j
EX. SSMH
TOP-23.01
INV IN=16.06
INV OUT=15.94
EX. SSMH
8-
INV IN(NE)=i].89
INV OUT=1J.68
T -
-
ss
Ex. 01-
II
TOP=24.J3
L
M E%. GB
INV IN(CB)=19.41
TOP=24.86
INV IN(GB)=21_53
INV OUT=22.22
INV OUT-M25
<'II
EX. CB
T.-
S-Z26.27
EX. CB
IN(SE)=21.69
TOP=24.83
INV IN(NE)=21.69
INV IN=19.98
INV OUT=21.66
IW OUT=19.87 II
II
II
UNABLE 1
sw- r RIPER not _
E ulun - -
AMilENT iOP EX. CB /
INV rom 29.SOJ
i
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2+00
N:\PROJECT AD CTIY OF G�N
PATH RNER ROAD FORCE MAIN REPLACEMEM
FORCE MAIN REPI IZEMENT IM WORTH CAROLLNA
FILE NAIdE
Development Services • Engineering Division
P.O. Box 1810 • 305 Chestnut Street • Wilmington, NC 28401 • [phone]
EX. 8' DIP WATER
8+00
ZATE
JANUARY, 2006
PROJECT NUMBER
06-SE-80
4+00
Elmo
8+00
RIVER ROAD FORCE MAIN REPLACEMENT
PLAN AND PROFILE
SHEET 1 OF 3
Y+W
SCALE
111=40
SHEET
3 of
06-SE-80 K1VLK KVAD rVKUh MAIN KEFLAU11MEN l

Ex. SSMH
Ex. SSMH
TOP-19. 79
TOP=19 6]
INV IN(NW)=11.09
INV IN(SE)=" 57
INV IN(NE)=12. 39
INN IN(NW)=10.21
INV OUT=10.99
INV OUT-10.11
11 _
tlLVX ,LI
-
LT
a
E%. 60NG STORM/SON.
D
-
SEWER INTERFERENCE BOX-
UNABLE
TO VERIFY TS
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lop-
_
®
R RD.
,
A
�e.
Ex TOPo124 �3=19 41
INV M(CB) 1
INV WT_1953
IN, 1N(GB)-25
2
66
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at
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m
es
N
N
14
1e
10
s
DAI MA1P
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bu lid!
/ X � RATIO �n
FY_ - Ex. GB
TOP=16.89 I
INV IN(S INV OU13.69
INV OUi=??? IL�-
EX CB III$ I E%. SOMH x 2fY UR11Y "1
INV OUT 24 55 ugll TOP=21.]4 EX. RISER/GRATE y�
INV IN(NE)=19. 35 TOP=20.23 LEQf
INV INI 5- CPR)-19.53 INV OUT=IS.IH
Fj,�EIENI I INV OUT=??? NEW 24" FORCE M"N I
VT
I Cn
in
I I
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EX. GGB
TOP=19.]9
INV IN(SE)=17.04
INV N(ENE)=1].44
Iz wnm� � a
- 1. GB
-- P=1 .
60 N IN(EN =
_ T 1 1=0OUT=9.59 I -
IuG ASS
I EX. SSMH
TOP=19.22
INV IN-11.3I
1b• mTrr INV OUT =11,2]
EASEMENT I
e'
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EA4NO/t EMENT
I
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I
1
0
INV =1.4
INV OUT 0.18 Ex. SSMH
-- 0 _ .B] TOP=,]
INV IN=1 .87
- 2 INV OUT=14,54
EX. SSMH _
SS RN IN 316
SS - _ S'R 11oo INV OUT=13U]
EX CB TOP-28
ISUY ININ(W0.33
GAT IN
'
OUT=10.23
NEW 24' FORCE MAIN
N
Q�
nn^
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Ex. INTERFERENCE MH
TOP-16.09
24� ROP INV IN- 10.54
24' RCP INV OUT-10.41
INV IN(SS)=11.90
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X
1S' UI•RY / S' "
NEW 24" FORCE MAIN \� _ / // X
TOP OF III L04M Top OF RIXIT Ill
EX. GB / / } Itye�N_�.
TOP=18J] , Note: El
INV IN=,6.11 ReplOc
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REVISIONS
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All
N:\PROJECT FILES CITY OF
IF
RIVER ROAD FORCE MAIN REPLACEMENT GTON
NOWT
FILE NAFffi FORCE AINN RFPIACEMENT.d1Ip
Development Services a Engineering Division
.O. Box 1810 • 305 Chestnut SReet • willningwri NC 284(Ip • [phone]
114 O
MATE
JANUARY, 2006
PROl �6sE-so
191.0
1r1.0
a1•u
RIVER ROAD FORCE MAIN REPLACEMENT
PLAN AND PROFILE
SHEET 2 OF 3
SCALE
111_A01
HI
SE`'FET
4 of 6
)6-SE-80 RIVER ROAD FORCE MAIN REPLACEMENT

/
NATIONAL GYPSUM COMPANY
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INd OUT=t454
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TOP=37.21
IN
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INtl IN=
INV OVi=20.1'
— —
—
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—
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RIVER RO. — S.R. f00
60' ROW
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RIVER RD. S.R 100
3
5
1
S S S S
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SS SS
FY FY
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Note: Replace Rip
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REV.11 DATE
REVISIONS
�C`A RHO'',
SEAL
8406
7','�991 FNG .NEEP• .l�ra��•
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//( r /0G
N:\PROJECT nLES
PAIR la" ROM FORCE AWN REPLACEMENT
FE.ENAME FORCE AWN REPLMEMQIT.Owq
WCrrY OF
GTON
NORTH CAROLINA
Development Services •
P.O. Box 1810 • 305 Chestnut street • N
Division
. fmmaet_au
SATE
JANUARY,2006
PROJECT NUMBER
06-SE-80
RIVER ROAD FORCE MAIN REPLACEMENT
PLAN AND PROFILE
SHEET 3 OF 3
SCALE
1't=40t
SHEWA
5 of
06-SE-80 RIVER ROAD FORCE MAIN REPLACEMENT

DEWA
R
ONCREfE BLOCK
o�Q ��O�v $o
CZ)p OQ d'
o�000 o�bC�oQ00000�
- 2:1 SLOPE,GRAVEL FILTER
TEMPORARY SEDIMENT,
WIRE SCREEN
POOL DEWATERING
1' MIN
2' MAX
RUNOFF
WATER WIT
16" SEDIMENT OVERFLOW
DROP INLET
SEDIMENT/ij�i WITH GRATE
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW
THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.
D.O.T #57 WASHED STONE IS RECOMMENDED.
� ► � ' il1a��:Z��1�[�I[�7►
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N 00
SPILLWAY-W MIN.
2/3 STREAM WIDTH
SECTION A -A
REV. 11 u11E
REVISIONS
a,-.0 \ACARLj
CAR"',,
Q` .�FESSION*.� '.
?� SEAL
8406
7��� •. FNG eNEEP. ,P
SEDIMENT
SPILLWAY SHALL BE
1' MIN. BELOW LEVEL
SECTION B-B
NOT TO SCALE
WIRE SCREEN
LSPILLWAY SHALL BE
H 1' MIN. BELOW LEVEL
OF LOWEST BANK
12" MIN.
18" MAX.
2" X 4" WOOD
.I
r
VARIES
STRAND MIN.
STAY WIRES MIN. #12-1/2
BOTTOM STRAND MIN. #10
STEEL OR WOOD
LTER FABRIC
FILTERED WATER
NOTES: GROUND LINE o
I
I> FILL
1. WIRE SHALL BE A MINIMUM OF 32" IN "1 `
WIDTH AND SHALL HAVE A MINIMUM OF 6 tl
LINE WIRES W/12" STAY SPACING 6" i-4
2. FILTER FABRIC SHALL BE A MINIMUM OF MIN.
• ��ij 36" IN WIDTH AND SHALL BE FASTENED
j /,�/� j�/, ADEQUATELY TO THE WIRE AS DIRECTED
. o• ' ����������� BY THE ENGINEER to
�i�i� �i�iT�i�i� 3. STEEL POSTS SHALL BE 5'-0' IN HEIGHT o� I
.�i�� ��i�i��i� AND BE OF SELF FASTENER ANGLE ao Ld
STEEL TYPE o;� � N
//o\/// 4 OOD POSTS HEIGHT AND SHALL3 OR MORE N""EMINIMUM
IN DIAMETER 3
) P a POST FABRIC
NOT LESS THANT#9EWIREO STAPLLES
1-1/2" LONG
CURB INLET
12" COMPACTED MARL BASE
(D.O.T.) REQUIRES 8")
2" A
TYPE
EXISTING PAVEMENT— / N.q,[
1'-
0
AP
= PIPE
z
m
DESIGNED
CF, P.E.
DRAWN
ISR
CHECKED
CF, P.E.
PROJ. ENGR.
CF. P.E.
SPEC.
EXISTING PAVEMENT
2
2
r
z
m
-0"
COMPACTED BACKFILL
PAVEMENT
REPAIRS
SD 1-05
NOTES:
* BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND
COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
* CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING
AND COMPACTION
STANDARD SHOWING METHOD MAKING PAVEMENT
REPAIRS WHERE PIPE IS INSTALLED
CITY OF ��
N:\PROJECT FILES GTON
PATH RIVER ROAD FORCE MAIN REPLACEMENT
FOE NAME FORCE MAIN REPIACEHENF.dwg NORTH CAROLINA
Development Services . Engineering Division
P.O. Box 1810 • 305 Chestnut Street Wilmington NIC 284M • (910) 341-7W7
ANCHOR FILTER FABRIC SKI
AS DIRECTED BY THE ENGINE
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
SD 13-01
JANUARY,2006
PROJECT NUMBER
06-SE-80
RAM-NEK JOINT MAT'L
OR APPROVED EQUAL -
(TYPICAL)
5"
MIN.
0' -"RUSHED
MONOLITHIC CONCRETE BASE.
MIN3000 PSI CONCRETE
6" MIN.
12" MIN.
NOTE:
EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES
ARE GREATER THAN 4 FEET INSIDE DIAMETER
SLAB TOP
14-01
MANHOLE STEPS
AS SPECIFIED
PRECAST MANHOLE SECTION,
A.S.T.M. C 478
RIVER ROAD FORCE MAIN REPLACEMENT
Details
SCALE
NTS
SHEET
6 of 6
06-SE-80
:\'/a:aK�h\�l��J:(■1�uV:111\■N�INrk[■J�lul�l►`�I