SW8121110_APPROVED PLANS_20130502

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 12-MO
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20130502
YYYYMMDD

,
I I I I I I
I I I I
I I
I I� BATTLEFIELD TIRE SERVICE - I I Z ( I n
I I I I I ;0 I
I DANNY A. CARROLL &
CARL W. SMITH &
I
P-•,
I
-4
D.B.263 COUNTY
2633, PG. 756 I
DANNY A. CARROLL &
SUSAN R. CARROLL
SUSAN R. OLL487
I
DORIS M. SMITHI D.B.1224, PG. 65
I ANTHONY DOUGLAS BATTLE
I ANTHONY DOUGLAS BATTLE I
I
I ALTON C. DAVIS �y
.B.
M.B.
D.B.
D.B. 1799, PG. 487
PG.
D.B.
I D.B.D
D.B. 549, PG. 81
I "AUTO SALES LOT"
"SCHOOL" I
M.B63, PG. 96
I AUTO SALES"
I "AUTO REPAIR SHOP"
I M.B73, PG. 9638
M.B53,, PG. 9649 I I
D
i
a
SINGLE FAMILY HOME"
I I
I
IDI TOP:31.1T
INV
R/W
INV. 27IS RCP
.83'
-CG
-----------
- f-- --
EP
r
CB TOP:32.33'
IW.27.8Y
N.C.G.S.'DAVIS'
N - 351,895.94 USFr
J
E - 2,555,567.63 USFr
Z - 32.3 r (NAVD'88)
COMMUNICATION
MANHOLE
CB TOP:32.36'
11 v"-
EP 32.22' d3
BC 32.54' - _ J
4%Ht. 4' PVC WaMrO (ONWAS%() E)aS NG
DI TOP:31.:
IIN.:28.29'
W
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Ln 07
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W Ur T ,
0 IL ca
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Op�a�
FF
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r
I N.C. HWY.24 (a.k.a.l WEST
CORBETT AVE.) I
%
100' PUBLIC R/W �7
1
/
`�
\
246w INV
..
INV. 25.86'
\
30" RCP CBTOP:30.46'
- /
CG INV.24.64'
INV. 26.37'
18' RC►
INV.24.8W
is RCP CB TOP:31.37
INV. 25.90'
F
32
4f--
- -1
1
1
a
n
EPK
(C-C)
r
I
ee
z
n
S61057-080E
437 41' --
j�s9 62g• `
CB TOP:31.41'
CB TOP:31.69'
INV. 26.54'
INV. 26.71' EP 31.16'
31.W LT 31.55' EP 31.42' E9 31.36'
EP 31.08'
EP 30.84' EP 30.68
BC 32.16' XJB '15DC3 BC 3 18' R.018" R.C.P.
P. E%IST. BOC BC 31.74' - - . 26.� INV. 26.59 �
_ � INV. 26.22'
BC 31 .28
U('T
- -
- - -
�- - s ' - rr DI iOP:30.41' 611.11' TOTAL -
S 62e08'45 E .. .. P. I _-3�'
NN7.g6.zr
\�
f • - `
. - •a ., B• r«�e ,,,y,Kgaw,
a�I
•'
57'6VI
I• -
:30.78tII
i
.
'
AW
o
N70
61I.20'
4
t.26.22
- ` •
4DMN.:27.93-
FUTURE DRAINAGE
BASIN LIMITS
(185,021 SF)
-
(el,-
I(
G)
I
TRACT 1
V
M.B. 56, PG. 193
I
m°
ExISTING GRAVti
(TBR)
I
I
�
I
-
«R
m
I
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i
I
IVj>I
IEYSTONE
32
- - -
32
CONTRACTORS, IN
D
GRASSED SURFACE
I
I
- I
D.B. 3163, PG. 522
p
UTILITY
I
I
PARCEL 1319-83.1
BENCHMARK DEVELOPMENT
M.B. EASEMENT694 I
I
I
m
W I
I ZONE: B-1
(
I
5
USE: VACANT
CORPORATION
VTR.
I
51
D.B.2139, PG. 747
I
M
2, M.B. 45, PG. 94
W
0 it
- 9
GRASSED SURFACE
F
TR. 1, M.B. 56, PG. 193
UTILITY
III
II
: 29
PARCEL 1319-82
EASEMENT
- -
,
PARCEL 1319-83
M.B. 56, PG. 144
z
Li
ZONE: B-1
7mD
a
USE:VACANT
32
-
FUTU
W
N
-
BASIN MIT�S
GRASSED SURFACE
I
--
�
NoZrvp+
FUTURE DRAINAGE
-
-
- -----IIII
I
\
BASIN LIMITS
UTILITY EASEMENT
M.B. S6, PG. 194
n-
_-V
31
EXISTING GRAVEL DRIVE
rn
p
m
ACCESS B EASEMENT
Curtain in TYPICAL 6'
T®
�' (see it)
LOT 2A
LOT 2B
I
X
W
PIPEPEPJ;
\
M.B. 56, PG. 194
M.B. 56, PG. 194
w
----FUTURE -
`,-- BASIN LIMITSGE I I GRASSED SURFACE I L
1 I I 1 1 1185,021 Sm I
Inv. Out,i
27.5
I 1 I 1 I CONCRETE WALL
ITOP EL 27.0'
A
BD 28.23 - __- -
oc, / \ /' -
WINK RANK �►-���r
' Eta --_ - ECM-- _-�--- � --- -- -- C'LDITCH -
90'001 M .60.10eZ9 N BANK FBANK - - - BANK
_ BD 29.59 BD 29.76 BD 29.53 BD 29.08
BD 28.94 - ,- •� BD 28.55 / / BD 28.68�-J�,1a4FENS / a
ra
Future Inlet Cast Iron Yard Inlet
Pipe Frome and Grote BD 30'48 ONSLOW COUNTY
5'x5' Inside By Pass Neir Wall BOARD OF EDUCATION
Dimension (min) PG.100
I I Precast or Concrete To Sand Tap Elm. = 30.0 D.6.1912,
I 1 Block Basin Filler 24' RCP By,Yas
M.B.23,PG.19
PARCEL 1319-89
Future Inlet 1 t Fut Inlet
oA25JO
'-
3T
SEDIMENT
n\
1332
�-- eT25
v.In P
01
24' RCP
Curtain Drain 28.78
(See I (See BD Detail) I � W I
Install Curtain
Drain in same I/ /
trench as the /
Bypass Drain I -
�� 11
� ure ZONE: RA PRINTED-,
��1 RIT� r
Pi 24"RCP to SandFilter-p -� �411rllir/ / 1 NTluD
-► ImOut �\A CAPp� PARh'Et2 �; ; ",._:•��CIA TES lArC
>r�
----- 273 `�� 0 ESS1 . F,1- CONSU -
•yi'. dyE L? .yv. LTINC ENGih r"E:S LAND SURVEYORS 1.:4ND PC4NNF pa
P.O. BOX 976 dACKSONVttIE NC 2F51 ('i10'7K
Precast wConcrete By Pass Weir Wall 27.0 - , C SEAL ��
Black Catch Basin - _ ,-;407l
24" RCP Bypass Outlet PROFILE VIEW STORMWATER DESIGN ONLY
Parker & Associates Inc.
By Pass Junction Box cmmalnn8 IIgIa•en - Lnd 9m eyam - )i. PLnnen 9 ,; A,
PLAN VIEW Paas61 A. swe s» - -ens s+�'6 °""s :; i
mmw-'- rwvd-i
Not to scale Pnome (91•)� s � (e *IQ) 6H .
- R•1M �/7'//�
Rev. 3/7/13 ELB - Revise Sand Fitter, Revise By Pass Junction Box Detail Pa. TJ� I!IofeeL
Rev. 2/13/13 KHW - Added Im. of Pipe going into Sand Filter
Rev. 1/18/13 TLC - Added Bypass Junction Box Detail, Bypass Pipe,
CB TOP:30.98' INV.26.70'
INV. 26.SIP
EP 30.50' _'P INV.26.30'
BC 30.B9' IB' R.GP. .G 18' R.GP.
LEIS
INV. 26.3T6.7T °%�'4' PVC watwUne(ONWASA) 13' R.CP. INV. 26.M
"-- D17197.d58' w
J INV.26.80'
` o
V
'*I
I
I
BD 26.70
MATCHLINE A -A N
BD 27.74'
4
BD 27.88'
n
x v
N93IIn
0 Q Go in
mM?=D
tn
m���cT
(n
10 .
µ�,4mm
Ra j
BD 28.14' iJ
30' UTILITY EASEMENT
AS PER D.B.1305, PG.1so
- (CL OF POW19UNE 1S 4L OF
- UTILITY EASEMENT
RRA
� BD 26.88'
STORMWATER
WET WELL
SEE DETAIL
INV. 28.0'
Splash Pad
(See Detail)
EMERGENCY SPILLWAY
INSTALL SOD
BD 26.72
V. Out
0.0 1 333
v. Out 1
27.0
"'�BD 27.37
BD 27.17
VICINITY SKETCH
NOT TO SCALE
LEGEND:
BC OR BOC = BACK OF CURB
BD = BOTTOM OF DICH
C.C. = CONTROL CORNER
C/L = CENTERLINE
CB = CATCH BASIN
CG = CURG AND GUTTER
DI = DROP INLET
DIA = DIAMETER
D.B., PG. = DEED BOOK, PAGE
ECM = EXISTING CONCRETE MONUMENT
EIP = EXISTING IRON PIPE
EIR = EXISTING IRON ROD
EIS = EXISTING IRON STAKE
EL = ELEVATION
EP= EDGE OF PAVEMENT
EPK = EXISTING PK NAIL
ERIS = EXISTING REFERENCE IRON STAKE
EX = EXISTING
FM = SEWER FORCE MAIN
INV =INVERT
LF = LINEAR FOOT
M.B., PG. = MAP BOOK, PAGE '.
MH = MANHOLE
NAD = NORTH AMERICAN DATUM
NAVD = NORTH AMERICAN VERTICAL DATUM
NCSR = NORTH CAROLINA STATE ROAD
NCGS = NORTH CAROLINA GEODETIC SYSTEM
PVC = POLYVYNILCHORIDE
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT-OF-WAY
SF = SQUARE FEET
SIS = SET IRON STAKE
TBR = TO BE REMOVED
UGT = UNDERGROUND TELEPHONE
�- c = TELEPHONE PEDESTAL (TP)
ro., = ELECTRICAL / SERVICE POLE
= WATER METER (WM)
BD 26.65 OVERHEAD POWER LINE
= SURVEYED PROPERTY
-- NOT SURVEYED PROPERTY
i FLOOD DATA
THIS PROPERTY IS NOT LOCATED IN A FLOOD
ZONE ACCORDING TO FLOOD INSURANCE RATE
MAP NO. 37205355003, DATED NOV. 3, 2005.
,n I TITLE REFERENCE
o . D.B.88, PG.855
- D.B.1595, PG.16
I TOPOGRAPHICAL SURVEY
INFORMATION
I THE TOPOGRAPHICAL INFORMATION WAS
PROVIDED AND SURVEYED BY:
LANIER SURVEYING COMPANY
239 NEW BRIDGE STREET
_ JACKSONVILLE, N.C. 28540
[phone]
BD 26.91
ALL ELEVATIONS SHOWN HEREON ARE RELATIVE
TO N.C.G.S. MONUMENT "DAVIS" HAVING AN
ELEVATION OF 32.34', DATUM: NAVD '88.
I UTILITY NOTE:
UTILITIES SHOWN HEREON AS MARKED BY
N.C. ONE CALL CENTER.
I THERE ARE NO WETLANDS ON THIS PROPERTY.
I STORMWATER PERMIT PLAN FOR
FUTURE DEVELOPMENT OF
i SCHOOL STREET CENTER
SITE ADDRESS: N.C. HWY. 24 (a k.a. WEST CORBETT AVE.)
SWANSBORO, N.C.
SWANSBORO TOWNSHIP,
ONSLOW COUNTY, N.C. •
OWNERS: BENCHMARK DEVELOPMENT CORP.
BD2ss1-- -� P.O. BOX 1237F
A lZ//Ja JACKSONVILLE, N.C. 28541
/` PPR WE [phone]
NjRTHMA CARMEN, WROOMMISSIONTAL KEYSTONE CONTRACTORS, INC.
DMSIONhiE1>r; ERQUSION 239 NEW BRIDGE STREET
DMSION OF'. -TER 9UALITY
JACKSONVILLE, N.C. 28540
I [phone]
DATE: OCT. 22, 2012
REV. DATE:
SCALE: 1"=30'
F.B. 0 P. 0
BD 26.92--� StJRVEYINQ COMPANY JOB NO. 1
5563 239 NEW BRIDGE STREET DRAFTER: SLB
JACKSONVILLE, NC 28540 FILE NO. 115563-
[phone] BENCHMARK DEVELOPMENT
FIRM REGISTRATION # P-0124 CORP-SWANSBORO
GRAPHIC SCALE
30 0 15 3a 80 120
( IN FEET )
i inch = 30 ft. SHEET 1 OF 2

Concrete Base
Sand Filter Cleanout Detail
Not to Scale
30'
5- 20' Bottom 5.
IF1.0' Min. Depth
Bottom
SAND FILTER EMERGENCY SPILLWAY
Not to scale
NOTE:
LINE EMERGENCY SPILLWAY AND ALL SIDES OF SLOPES
(40' TOTAL WIDTH) WITH SOD FROM TEMPORARY POOL
ELEV. OVER SPILLWAY TO DISCHARGE POINT. KEEP SOD
WATERED UNTIL ESTABLISHED.
LU
� I
�LU
/W
/ v 10'
T-
Z
Z I
��-- -J
� 1
W
V
<
Inv. Out
27.5
CONCRETE WALL
TOP EL. 27.0' i
:1
TOP 31.0'
SOD side
slopes (typ.)
prior to installation
of sand
Solid pipe
6" SCH. 40 PVC
outside of filter Install 6" PVC
water stop along
all joints from
slab to wall.
Temporary Storage Elev. 30.0'
6" Reinforced concrete walls
with #4 Rebar at 12" O.C.
3' each way. Lap bars 12"
anout minimum into slab.
Perforated sock the
Top of filter wall Elev. 27.0
Cleanout -. -
:Sand
Chamber 1.5'
Inside bottom of filter
NOTE:
See Individual Filter
Details For Dimensions
And Elevations _
SAND FILTER DETAIL (GENERAL) 3 Cleanout Sod side slopes
NOT TO SCALE To of Filter walls Sand Fitter prior to installation
p of sand. (Typ.)
Notes:
1. Sand Filter media to be washed, course
masonry sand (ASTM C33). Sand shall have Sediment 6" Reinforced concrete walls
a mean diameter of less than 2 mm. 1.5' with #4 Rebar at 12" O.C. each wa
2. The sediment chamber basin area is to be used for _ Chamber y' Lap bars 12"
sediment storage during the construction Inside Bottom of filter minimum into slab.
phase of the development.
3. Sand filter media is not to be installed and in
operation until the entire contributing watershed is Install 6" PVC
completely stabilized. 6"
4. All Sand Filter dimensions are inside dimensions cal joints f along with
Reinforced Concrete Slab
NOTE:
and don't account for wall thickness. all joints from See Individual Filter with #4 Reber at 12"O.C.
slab to wall. Details For Dimensions each way.
And Elevations
If I rn
ACCESS & MAIN ENANCE EASEMENT
F"+ Curtain D a i n TYPICAL 6" 30' 30'
PERFORATED
(See Det il) PIPE
1
--------
----------------��-------------------_
------ ------- �
1
1
1
1
1
i I
EI® 1
CHAMBER,IMENT
1
1
(
1
1
0
I INV.
INV.7.I
1
-----
'
----- ----.- - --------
1
------- --------------- �I
rn
EXISTING SWAT F = > _
- - - - - 6Z
- -PROPERTY LINE- -- 0£
24" RCP
Yard Inlet
Top=31.5 Curtain Drain-�
Inv, 27.37 (See Detail)
Install Curtain
Drain in same
trench as the
Rev. 3/7/13 ELB - Revise Sand Filter, Revise Sand Filter Detail, add Curtain Drain Interceptor Detail, and Splash pad detail- Bypass D ra i n
Rev. 02/13/13 KHW - Added Inv. of Pare going into Sand Filter
Rev.1/18/13 TLC - Revised Temp. Storage Elevation on Details, Bypass Pipe.
u
II �
0
rn
Y400Z(Mn
r
RRA
Curtain Drain Interceptor
See Detail this sheet
SHWT Elevation 27.75
Trench Invert
27.0
To 5MF
f
2-4 Mill Mir
PE Plastic
Sheets
4or5"�
Perforated
Soc Tile;
Gut and Remove Plastic Sheet at
Soil Surface after Trench Backfill
Existing
Grade
Select backfill with
white, light gray, or
yellow sand only - No
organics, black Bond,
and dark gray 9"
'Trench Invert
27.0
1' TYp-
Curtain Drain Interceptor
Not to Scale
:
- UTILITY EASEMENT
IRRAI
4•
Heavy Duty Cast Iron
Manhole Ring & Cover
Dewey Bros. M.H.R.C.R.
# 2001 or Approved Equal
Eccentric Cone Section
-•. 24" or Flat Top as Required
Opening ;
16" Max.
.- 2" SCH 40 PVC Force Main
• 4" SCH 40 PVC Stormwater Force Main
`a
2" Gate Valve
Precast Concrete Threaded Union
Manhole with a 6' Inside Dia. 2' Check Valve
Extended Base. ;
ASTM C-478
Steps 7"
Flexible Boot
au
on Pump Retrieval Rope
dromatic SP50
6" Gravitywatering Pump
gle Phase, 115V
hp w/Pressure
itch
Invert In 25.S'-7" Min.
• 8"�\
Note:
1) Manhole to be Precast Concrete
Manhole to meet ASTM C478.
Stormwater Wet Well
NOT TO SCALE
STORMWATER
WET WELL End of Pipe Treatments for
SEE DETAIL Stormwater Force Main
INV. 28.0"Splash Pad"
Not to Scale
Notes: I. All dimensions are minimums.
2. Alternate End of pipe treatments
are to be approved by the design Engineer
�--Splash Pad and City of Jacksonville.
(See Detail)
EMERGENCY SPILLWAY
INSTALL SOD
Inv. Out
ECM 27.0
- - ! Inv. Out'l
27.0 --
u w
ww
I I l
STORMWATER DESIGN ONLY
Parker & Associates, Inc.
cassattmg 6tslnee.s - lend ftir""M - Lana rl.aa z.
Fbi e , (,1<u) /Irea ias-.Fi 614 - .e (910) .osa -er.
CIO/ r lieere nookbw. "IN
ICARd4�,,
3 9AL r�
-71-7,,r
4dry tom'
In Channel
Plan View
Section view
Median Stone Diameter = 6" unless otherwise
noted on Erosion and Sedimentation Control Plm
1. D = Inside Diameter or width of culvert.
2. Minimum stone thickness to be two tunas
specified stone diomete•.
3. Fabric to be installed under riprap
located in Swale.
4. Finished grade of riprop shall be at
invert elevation of pipe.
"Not placed on top of ground at invert.*
Permanent Riprap Apron
nl.t ro svl.
BMP DETAILS FOR
SCHOOL STREET CENTER
SITE ADDRESS: N.C. HWY. 24 (a.k.a. WEST CORBETT AVE.)
SWANSBORO, N.C.
SWANSBORO TOWNSHIP,
ONSLOW COUNTY, N.C.
OWNERS: BENCHMARK DEVELOPMENT CORP.
P.O. BOX 1237,
JACKSONVILLE, N.C. 28541
[phone]
KEYSTONE CONTRACTORS, INC.
239 NEW BRIDGE STREET
JACKSONVILLE, N.C. 28540
[phone]
DATE: OCT. 22, 2012
REV. DATE:
SCALE: 1"=30'
1�z LEE] F.B. 0 P. 0
SURVE INO COMPANY JOB NO.
115563
239 NEW BRIDGE STREET DRAFTER: SLB
JACKSONVILLE, NC 28540 FILE NO. 115563-
[phone] BENCHMARK DEVELOPMENT
FIRM REGISTRATION # P-0124 CORP-SWANSBORO
GRAPHIC SCALE
10 0 5 10 20 00
t
cINFFXT)
I inch = 10 fL SHEET 2 OF 2

I I I i I
BATTLEFIELD TIRE SERVICE — I I Z I I n
I 1 ' '° ' I
I DANNY A. CARROLL& I CARL W. SMITH & I I ;0 ( 2
ONSLOW COUNTY DANNY A. CARROLL & SUSAN R. CARROLL DORIS M. SMITH I ANTHONY DOUGLAS BATTLE I ANTHONY DOUGLAS BATTLE I pi V> ( ( ALTON C. DAMS Oda
D.B. 2633, PG. 756 I SUSAN R. CARROLL I D.B. 1799 PG. 487 ( D.B. 1224, PG. 65 I I y
M.B. 3, PG. 96 D.B. 2672, PG. 454 M.B. 3, PG. 96 M.B. 3, PG. 96 D.B. 2765, PG. 838 D.B. 2599, PG. 949 O 'AUTO
549, PG. 81
"SCHOOL" ( M.B. 3, PG. 96 I °AUTO SALES" I "AUTO REPAIR SHOP" I M.B. 3, PG. 96 I M.B. 3, PG. 96 I I D I I AUTO SALES LOT" a
SINGLE FAMILY HOME
n
I I I N.C. HWY.24 (a.k.a.l WEST CORBETT AVE.)
---L--------J- DI TOP:3T----1---lOO'PUBLIC R/W�-�7 _-----�� -- / --------------^
� 1Nv.zs.64'
wvv IN
INV, n.e3• RCP V. 25.W / 30 RC4 CS lDF-30M
W — — — cG aN.24.64'
_ _
EP — — — — — — 0.� Drv. 25.9F3T M. $37' — — — — — — — 18' RCP INV.2{.84'
CBTOP:32.33' — — — — —
nw.n.Rl• - - - - -
N.C.G.S.'DAVIS'
J N - 35IAM94 USFr
E - 2,S55,567.63 USFT
2 - 32.34- (NAVD W)
WMMUN==N
MANHOLE
EP 32.2YC13
SC 32.54 — _ L,
:6s. 4- PVC MatarW09WA90— — pas NG —/—
DITOP:31.3V - I.
DN.:29.25 ( I.
_\ a— \ /--------- _--
EPK
J n
n
/ a
--------
EP 31.1F EP 31.01r
INV. 26.59' ur 0.C.. u 1NV. 26.22'
VS•REP-------------
7(P:30A4' 611.1V TOTAL } ' I NV.Ai u
FM M,
N UK ucr GI r I 1 In 76P•.30.7F
CS TKW.3ZW
ON.27.76•
— — — -
—
- — EP 31.86'
EP 31.55'
EP 31.4r
EP 31.3E
:32.41 — _ MV.28.12'
MV.27.74' SC 32.16'
008 •LSM
.,KGB EXIST. Ixx:
BC 31.74'
_
UGf
U
— —
�.---
-
- — — — — — — —
— — — — — —
ItGr
S 62 08745' E 1
' .. ...
Fri 15 0.CP.
Yl
1
1Nv.:n.9r
/
\
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g
N 70e5T1fi
EXISTING �
'
I
to
=
\
I TRACT 1
\
\
\
M.B. 56, PG. 193rn
\
17
— — —
— — — --
EXISTING G AVEL
I
/ — —
/
/
r - -
- - -32- - - GRASSED SURFACE I
UTILITY
I
/
EASEMENT
56, PG. 194
/
BENCHMARK DEVELOPMENT
M.B.
I CORPORATION
\ I
\
D.B.2139, PG. 747
\
\
`)
\
TR. 2, M.B. 45, PG. 94
a
TR. 1, M.B. 56, PG. 193
\
I /
UTILITY
w
K
I
LU
I PARCEL 1319-82
\
EASEMENT
194
\
w
PARCEL 1319-83
\ I (� I I
M.B. 56, PG.
Ij
ZONE: B-1
\
\
I
H
m
USE: VACANT
— — 32
�,
�' °
I
W ��",'
N
II I I
Qa.
W
uj
GRASSED SURFACE
I
I
J
I
O ~LuN
Qm Q
a
n
UTILITY EASEMENT
Z
-
M.B. 56, PG. 194
—
_
I
PI
F
--
I
I E)aSTING GRAVEL DRIVE
)
W
- --_
I
MY Access and
and
N
-)
I
I I
Maintenance
\I
_
Curtain Drain
trPlw.6'
P�—
LOT 2B
GSED SURFACE �
� Detail)
—
LOT 2A
M.B. 56, PG. 194
\ I M.B. 56, PG. 194
10' Access and
\
{\
I ntenance
Easement
V
C4 :1 P
- -34-- P
_
t I \ I 1 I Ir127Out
.55
N%mbI
\ !
:. 28.23
EIRIL
- —
I .90,00T M .40.T0eZ9 N BANK
BD 28.94 J - — -� - �.� BD 28.55
�57ING FENCE
Dimension
Future Inlet
Precast or Concrete
Block Catch Basin
Future Inlet
cosT tron Tara Amer
Frame and Grate
Pipe
I 1 Precast or Concrete
To Sand.
1 I Block Basin
Filter
II
Future Inlet
24' RCP to Surd Filter
`By Pass We(r Wall
/24' RCP Bypass Outlet
By Pass Junction Box
Not to Scale
Rev, 7/8/19 WAW - Revise Property Line, Move Sand Filter
Rev. 3/7/13 ELB - Revise Sand Filter, Revise By Pass Junction Box Detail
Rev. 2/13/13 KHW - Added Inv. of Pipe going into Sand Filter
Rev- 1/18/13 TLC - Added Bypass Junction Box Detail. Bypass Pipe.
,,-By Pas Weir Wall
Top Elev. = 30.0
24' Rff Bypass ,
PROFILE VIEW
BD
f / ,I6'60S Mum&
BD 29.76 M d0.Z0aZ9 N Yarc
/ TDp
�� 1 \ Inv.
/ / 1 le\
Y
it
BD 30.48 ONSLOW COUNTY
BOARD OF EDUCATION
D.B.1912,PG.100
M.B.23, PG.19
PARCEL 1319-89
ZONE: RA
STORMWATER DESIGN ONLY '
� Parker &Asd Surveyor o s�nc tg�- lamers;
P.O. BM YM - a0661-0Wa I
we Nast scup atrase - a8660
dinia
Moo. (910) a Jacksoffilli'aa-a6u�i� (D 91+ea-34"
Has Uosass Nmbses F-0108
ca dod
o —i
— DIv
�uv,—
3r
25.54,
25.S \
SEDIMENT
TEA
a
1=325F, O.S
JfMIF
9
131F
27.0 0
INV. 25.5
Install Curtain
Drain In same
trench as the
Bypass Drain
CAR ()4
•a SEAL 9�:
_ n. e9b • —
BD
Curtain Drain BD
(See Detail)
6
S9g.
W:31A1'
/ —
B709:30.98-
INV.
25.sw
INV.26.70•
' — — —
—
EP 30.BP EP 30.
EP 30.57 EP
INV.26.30•
1.28
—
— —
Fx: 31 — — — — — — -c
EXIST. 80C
26.68_
—
— BC 30.89' 18• RCA. CS
DIV. 26.37-
IB• 0.CP.
U(T
' -�- .
-.•
�— — — — —
�— -- —
.
—
—
_
• •
.•
etlat 8- IPrce".PIKONWASA)
.25.7T
exist. 4- PVC leabw "MONWASA)
150.CP.
INV. 26.44-
•
FM
EIS
DI TW:29.sw lid
lii
29.3a26.22
I FI
�I II
a
\
T
1
BD 27.74'
I
BD26.65
KEYSTONE CONTRA RS,
INC.
D.B. 3163, PG.
PARCEL 1319-83.1
I
ZONE: B-1
USE: VACANT
BD 27.88'
.
GRASSED SURFACE
m
v
\
I I
o-
\II'a
A
I
BD 28.1,V
\
II
.
\
Il I
3F UTILM EASEMENT
AS PER 0.6.1305, PGASS
(CL OF POWBUH E 15 r4L OF EA''iE1 OM
o
I I w I
I
II a
it it
R(W 30' 30 Alin•FASEM
\ I Ilj y� E)lstlCng Bullying (TgR) II
I- BD 26.88'
t
�S i I I I Ij
1xsERCiENCY TlSOD
�Av
IELL
L Iwff w Mv. out 28.E O
J \ I Splash Pad i 12� Sut
(See Detail) RRA
— — — __ 0 L — — —
K -
BD 28.78 i i � r-
i I I L' JJJ11111
FA
I
BD 26.70
MATCHLINE A -A
27.37
BD 27.17
BD 26.91
I
Walmart Real Estate
Business Trust
D.B. 4527 Pg. 803 I M.B. 71 Pg. 190
26.72
VICINITY SKETCH
NOT TO SCALE
LEGEND:
BC OR BOC = BACK OF CURB
BD = BOTTOM OF DICH
C.C. = CONTROL CORNER
C/L = CENTERLINE
CB = CATCH BASIN
CG = CURG AND GUTTER
DI = DROP INLET
DIA = DIAMETER
D.B., PG. = DEED BOOK, PAGE
ECM = EXISTING CONCRETE MONUMENT
EIP = EXISTING IRON PIPE
EIR = EXISTING IRON ROD
EIS = EXISTING IRON STAKE
EL = ELEVATION
EP = EDGE OF PAVEMENT
EPK = EXISTING PK NAIL
ERIS =EXISTING REFERENCE IRON STAKE
EX = EXISTING
FM = SEWER FORCE MAIN
INV = INVERT
LF = LINEAR FOOT
M.B., PG. = MAP BOOK, PAGE
MH = MANHOLE
NAD = NORTH AMERICAN DATUM
NAVD = NORTH AMERICAN VERTICAL DATUM
NCSR = NORTH CAROLINA STATE ROAD
NCGS = NORTH CAROLINA GEODETIC SYSTEM
PVC = POLYVYNILCHORIDE
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT-OF-WAY
SF = SQUARE FEET
SIS = SET IRON STAKE
TBR = TO BE REMOVED
UGT = UNDERGROUND TELEPHONE
D = TELEPHONE PEDESTAL (TP)
-0., = ELECTRICAL / SERVICE POLE
f = WATER METER (WM)
OVERHEAD POWER LINE
= SURVEYED PROPERTY
= NOT SURVEYED PROPERTY
FLOOD DATA
THIS PROPERTY IS NOT LOCATED IN A FLOOD
ZONE ACCORDING TO FLOOD INSURANCE RATE
MAP NO. 37205355003, DATED NOV. 3, 2005.
TITLE REFERENCE
D.B.878, PG.855
D.B.1595,PG.16
TOPOGRAPHICAL SURVEY
INFORMATION
THE TOPOGRAPHICAL INFORMATION WAS
PROVIDED AND SURVEYED BY: ECEWE
LANIER SURVEYING COMPANY
239 NEW BRIDGE STREET JUT. 12 20119
JACKSONVILLE, N.C. 28540
[phone] BY'
ALL ELEVATIONS SHOWN HEREON ARE RELATIVE
TO N.C.G.S. MONUMENT "DAVIS" HAVING AN
ELEVATION OF 32.34', DATUM: NAVD'88.
UTILITY NOTE:
UTILITIES SHOWN HEREON AS MARKED BY
N.C. ONE CALL CENTER.
THERE ARE NO WETLANDS ON THIS PROPERTY.
STORMWA TER PERMIT PLAN FOR
FUTURE DEVELOPMENT OF
SCHOOL STREET CENTER
SITE ADDRESS: N.C. HWY. 24 (a.k.a. WEST CORBETT AVE.)
SWANSBORO, N.C.
SWANSBORO TOWNSHIP,
ONSLOW COUNTY, N.C.
OWNERS: BENCHMARK DEVELOPMENT CORP.
P.O. Box 1237, p� � 'CI V 1ED
JACKSONVILLE, N.C. 28541 +
[phone] �� � � GENLiM COhrt;;I ION
C�N�I �1�►
KEYSTONE CONTRACTORS, INC.
239 NEW BRIDGE STREET
JACKSONVILLE, N.C. 28540
[phone]
DATE: OCT. 22, 2012
KCV. UAIt:
U'nh
MLLQ
SCALE: 1°=30I
F.B. 0 P. 0
JOB NO. 1155 63
SIL1111r4EYONO COMPANY
SLB
239 NEW BRIDGE STREET
DRAFTER:
JACKSONVILLE, NC 28540
FILE NO. 115563-
[phone]
BENCHMARK DEVELOPMENT
FIRM REGISTRATION # P-0124
CORP-SWANSBORO
GRAPHIC SCALE
( IN FEET )
1 inch = 30 it SHEET 1 OF 2

r:
10' Access and
Maintenance
Easement
:1
Inv. Out
27.5 '
CONCRETE WALL`
TOP EL. 27.0'
SOD side
slopes (typ.)
prior to installation
of sand i
r �
Solid pipe
6" SCH. 40 PVC
outside of filter Install 6" PVC
water stop along
all joints from
slab to wall.
Yard Inlet
Top=31.5
Inv. 27.37
Curtain Drain
.(See Detail)
TYPICAL 611
PERFORATED
PIPE
---------------
1
1
1
i
SEDIMENT
�
I
it
e CHAMBER
1
1
1
►
1
0 Ln
--------������J`
1
I, 1
---------- --------------J
124" RCP
Install Curtain
Drain in same
trench as the
Bypass Drain
Temporary Storage Elev. 30.0'
6" Reinforced concrete walls
with #4 Rebar at 12" O.C.
3' each way. Lap bars 12'
anout minimum into slab.
Perforated sock tile Top of filter wall Elev. 27.0
Cleanout -- • •
Sand
Chamber 1.5'
f
L Inside bottom of filter
NOTE:
See Individual Filter
Details For Dimensions v_
And Elevations
Cleanout-Sod Side slopes
Sand Filter prior to installation
op of Filter walls of sand. (Typ.)
6" Reinforced concrete walls
Sediment with #4 Rebar at 12" O.C.
Chamber each way. Lap bars 12'
Bottom of filter minimum into slab.
Install 6" PVC
waterstop along 6" NOTE: 6" Reinforced Concrete Slab
all joints from See Individual Filter with #4 Rebar at 12"O.C.
slab to wall. Details For Dimensions each way.
And Elevations
Rev. 7/8/19 WAW - Revise Property Line, Move Sand Filter
Rev. 3/7/13 ELS - Revise Sand Filter, Revise Sand Filter Detail, add Curtain brain Interceptor Detail, and Splash pad detail.
Rev. 02/13/13 KHW - Added Inv. of Pipe going into Sand Filter
Rev.1/18/13 TLC - Revised Temp. Storage Elevation on Details, Bypass Pipe,
M
Curtain Drain
(See Detail)
Curtain Drain Interceptor
See Detail this sheet
SHWT Elevation 27.75
O— — — — — Precast Comet
Trench Invert Manhole with
SAND FILTER DETAIL (GENERAL)
NOT TO SCALE
Notes:
1. Sand Filter media to be washed, course
masonry sand (ASTM C33). Sand shall have
a mean diameter of less than 2 mm.
2. The sediment chamber basin area is to be used for
sediment storage during the construction
phase of the development.
3. Sand filter media is not to be installed and in
operation until the entire contributing watershed is
completely stabilized.
4. All Sand Filter dimensions are inside dimensions
and don't account for wall thickness.
30 r
EMERGENCY SF ILLWAY \
INSTALL SOD
STORM ATER
WET VYELL
SEE DETAIL
30'
51 20' Bottom 5'
�1.0' Min. Depth
Bottom
SAND FILTER EMERGENCY SPILLWAY
Not to scale
NOTE:
LINE EMERGENCY SPILLWAY AND ALL SIDES OF SLOPES
(40' TOTAL WIDTH) WITH SOD FROM TEMPORARY POOL
ELEV. OVER SPILLWAY TO DISCHARGE POINT. KFEP SOD
WATERED UNTIL ESTABLISHED.
Inv. Out
27.0
— � R
INV. Out 28.0'.-,
Splash Pad -
(See Detail)
EXISTING S ALE=>
-- 6Z=—
PROPERTY LINE--— 0£---- --
4d`d' Inv. Out
4' 27a0
Inv. Out
Heavy Duty st Iron 27.0
Manhole Ring& Cover
Dewey Bros. M.H.R.C.R. 4/ oKy W
# 2001 or Approved Equal Bend
Eccentric Cone Section
.• _ 24" - � or Flat Top as Required
% Opening ;
16" Max.
a- 2" SCH 40 PVC Force Main
• 4" SCH 40 PVC Stormwater Force Main
-a
2" Gate Valve
Threaded Union
" 6' Inside Dia. • • 2" Check Valve
�27.0 Extended Base.
ASTM C-478
- • • Steps 7.
Flexible Boot
Nylon Pump Retrieval Rope
• Hydromatic SPSO
6" Gravity Dewatering Pump
Single Phase, 115V
• 0.5 hp w/Pressure
Switch
Invert In 25.5'
• Invert 23.5 � —7" Min.
.' --e •- .
A.
8" Min. *t Stone
8" --�o no_ UpUVU C
Note: o
1) Manhole to be Precast Concrete
Manhole to meet ASTM C478.
Stormwater Wet Well
unT Tn Cral r
Concrete Base
Sand Filter Cleanout Detail
Not to Scale
To BMP
End of Pipe Treatments for
Stormwater Force Main
"Splash Pad"
Notto S4016
es__.
Notes: I. All dimensions are minimums.
2. Alternate End of pipe treatmients
are to be approved by the design Erginaw
and City of Jacksonville.
Cut and Remove Plastic Sheet at
I -Soil Surface after Trench Backfill
2-4 Mill Mir
PE Plastic
Sheets
4or6"
Perforated
Soc Tile
—_�
I' Typ.
Curtain Drain Interceptor
Not to Scale
Grade
Select backfill with
white, light grey, or
yellow sand only - No
organics, black sand,
and dark gray sand
Trench Invert
27.0
In Channel
Plan View
Section View
Median Stone Diameter = 6' unless otherwise
noted on Erosion and Sedimentation Control Plan,
L D = Inside Diameter or width of culvert.
2. Minimum stone thickness to to two times
specified stone diameter.
3. Fabric to be installed under ripr op
located in saute.
4. finished grade of riprop shall be at
invert elevation of pipe.
"Not placed on top of ground at invert*
Permanent Riprap Apron
dwrr•sa+. C1�lAf1R/O7ry,/
•a`� SEAL pr'
3497
STORMWATER DESIGN ONLY / o
Parker & Associates Inc.
Consulting Engineers - lend Surveyors - Nana Planners
P.O. Bar 97e - 86641-0V76 0•`
=a New amp B4wat -two
JaaboeTE11% North Carolina
Phase 010) 456-2614 - Ihs 910) e66-34H
Loaar Number, 100
11fol:&3L41
k 11
..�0
ECM
BMP DETAILS FOR
SCHOOL STREET CENTER
SITE ADDRESS: N.C. HWY. 24 (a.k.a. WEST CORBETT AVE.)
SWANSBORO, N.C.
SWANSBORO TOWNSHIP,
ONSLOW COUNTY, N.C.
OWNERS: BENCHMARK DEVELOPMENT CORP.
P.O. BOX 1237,
JACKSONVILLE, N.C. 28541
[phone]
KEYSTONE CONTRACTORS, INC.
239 NEW BRIDGE STREET
JACKSONVILLE, N.C. 28540
[phone]
DATE: OCT. 22, 2012
LL REV. DATE:
A SCALE: 1"=30'
F.B. 0 P. 0
SU NS COMPAJ V JOB NO. 1
239 NEW BRIDGE STREET DRAFTER: SLB
JACKSONVILLE, NC 28540 FILE NO. 115563-
[phone] BENCHMARK DEVELOPMENT
FIRM REGISTRATION * P-0124 CORP-SWANSBORO
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
SHEET 2 OF 2
6

i I I I I i Z i l
I ( BATTLEFIELD TIRE SERVICE - I I
I X I o
I I DANNY A. CARROLL& I CARL W. SMITH & I I I
I 1 � I t
ONSLOW COUNTY DANNY A. CARROLL & SUSAN R. CARROLL DORIS M. SMITH
D.B. 2633, PG. 756 I SUSAN R. CARROLL I D.B. 1799, PG. 487 ( D.B. 1224, PG. 65 I ANTHONY DOUGLAS BATTLE I ANTHONY DOUGLAS BATTLE I I 01 V) I I ALTON C. DAVIS P�
M.B. 3, PG. 96 D.B. 2672, PG. 454 M.B. 3, PG. 96 M.B. 3, PG. 96 D.B. 2765, PG. 838 D.B. 2599, PG. 949 ( C) ;0I D.B. 549, PG. 81 S
•SCHOOL• I M.B. 3, PG. 96 I 'AUTO SALES' I 'AUTO REPAIR SHOP' I M.B. 3, PG. 96 I M.B. 3, PG. 96 I i O 1 I 'AUTO SALES LOT' 9
SINGLE FAMILY HOME I I I ( C D I I o
I
I I r-
I I I N.C. HWY.24 (a.k.a.I WEST CORBETT AVE.) I /,
- -�-_-- -�IN TOP-.31a.7- -_--_106'PUBLIC R411-_-----�107 -- -/ /-------------
-� DN.z4.44•
INV. 27.83' 34 RCP M. 23M / � 30' RCP mTOP:30A6'
------�--- -- ----- ��/ D1V24.6r
------- _ - -- -- --r--Z-----Z --
EP - IV m TOP:31.3r I- RCP EP - - - CB TOP -
�� INV. 25.9W 1NV.:iK37' - - - - - - - - �� OIV.34.6r
F :32.33 _ - - - -
DIV.27.83 - - -
N.C.G.S.'DAVIS'
N - 351,895.94 USFr P �) a
1 E- 2,55S.567.63 USFT / 1 (
n Y
i - 32.3W (NAVD'88)
a
COMMUNICATION - - - - - - - - J �► S61o57'08-E-
MANHOIF - "Q4r / �y
437.41' Z?59B 7g•��
m TOP•.32.30' - mTOP:31.41•
DN.27.7W _ _ _ - - - �� CSTOP:31.69• INV. 26.5W - CBTOP:30.9Y INV26.7a
EP 3i.17 d3 EP 32.09• - - ®31b6 EP 31.ST EP 31.47 EP 31.3V INV. 26.71• EP31.16' _ �r DN 26 54'
® 31.08' .93 - - - - ®30A4' EP 30. EP 30.Sa (3° DIV.26-w
BC 32. - - _ U� BC 32.41 _ - INV.2B.lY INV.27.74' llGi BC 32.16' O08 '1SD(9 � 18' ILC.P_ FI(ISi. Doc -BC 31.74' - - . 26.8a . 26.59' w r 1C RC . IIN. 26.22' - - - BC 31` - - - - - - pOy7. BOC _ - pD 3D.89, 18' R.C.P. OG IB' A.C.P.
aqR 4'PVC watMhle(ONWAS� EXISTING % IS RC.P.-- ------------�- •- -- - - - - - - IIGf ----__ �,p^------ _ _ DUCT -. �- UG41--- .26.68' ---- DN. 26.3T
DI TOP:3128'� - � WT DI S 62"08'45- E t , .. DI TOP:30.M' - - - -� R . - -.. . ea,L e' ro,o - - - - 2n �. exIsL 4 PVC waWOM(ONWASR) INV. 26M
DN.:28.29' uGr FM _ RCP. ) �,FM�.: '� 611.11' TOTAL I V ' •2T �? ' mwgoxwASA) . 26.7T IS R.C.P.
Es 'FM R4
DI TOP:28.sa
� - - - ER (rGr .i 1 a Tor.3o.7s• / -3� 1 i � I - - - - nN26.ea
s
o N 70a57'16' IN
61.20' • 26.22 2
\ / /v \ G F!
\
z \\ I TRACT 1 \ I I
I 0 M.B. 56, PG. 193 I a T
EXISTING )GRAVEL I / - - - - - - - - - - - I ---� BD 27.7V
"' 1
I' I I I \ I I I
-32 -32- - - - T I I SO26.65
- - - _ - - - GRASSED SURFACE I 1 _ KEYSTONE CONTRA#ORS, INC.
i
i I / EASEMUTIENT I \ PARCEL 1319-83 1\
i BENCHMARK DEVELOPMENT M.B. 56, PG. 194 I \ I �- - I Q ZONE: B-1
CORPORATION ` I _ USE: VACANT �/ I
D.6.2139, PG. 747 \ 1 I ` �) \ ( G) /
TR. 2, M.B. 45, PG. 94 - - 6T 1I I
w I TR.PARCEL 1319-82 1, M.B. 56, PG. 193 \\ I /) I UT1Lrn K) GRASSED SURFACE I i I BD 27.B8 I
EASEMENT m I
PARCEL 1319-83 / M.B. 56, PG. 194 O \ I
w \
'U! I ZONE: B-1 \\ I I I I I �\ \ Ij I\ I I mi :4.
DO � � USE: VACANT \ - - 32 - -� / I I To
- - -
o6Mw;Im ry I II I i I �'I I\ I IN^i
Q ^ to WGRASSED SURFACE
in
I \
to a W Z wJI ` J I �S'\ I ' I BD 28.14'
OldN
9 n Z UTILITY EASEMENT \ I 3a UTILITY EASEMENT
As PER D.B.1305, PG.158
Q / - _ I M.B. 56, PG. 194 (CL OF POWERLINE Is CA OF EASEMENT)
N_ __ I II I EXISTING GRAVEL DRIVE I I I I o BD 26.91
30' Access and CTM
] I II Maintenance Easement
\� 2' Curtain Orel ��- R/IN
LOT 2A T 1- LOT 2B I' '� I G SED SURFACE T- � Detail) nPE ' i UTILITY EASEMENT
M.B. 56, PG. 194 I ' M.B. 56, PG. 194 110' Access and - I 1� Existing �IIIdi g CM) I I I
y Maintenance BD 26.SS
_ \ I
Easement
:1P
1 I I I I I
I I 1 11 I I"ii.55't
I
Cp
'
- wu.
aN-
r 3r
2554.
2S.S
\
SEDIMENT
5 SAND TER
CHAMBER
-
3332 SF O.S
'• 1728 5F
Inv. In o
13LF 13LF
27.0 y
INV. ss.s
1 I / II JIVI I� Business Trust
ustate
D.B. 4527 Pg. 803
M.B. 71 Pg. 190 I
EM9t SFDLWAV
>�T ZYNATER \ \ ll I I
/
I I , I 1 7. II SEE DETAIL
ETAI _ \ I D+N. Out 2s.a
\ - _ _ - I L , / ) \ I 1 _ _ - - - - - TOP a zza� a JJ \ \j Splash Detail)
J RRA I I zi $°t
J I I m _ / BD 26.72
31
BD 28.23 -os- - i - _ RRA
NK - _ _ BAN
EIa - - Ear _ _ - ec- - _ - - NK C/L DITCH - - .+n�*.Nc SyPµ�> - _ - In ut
yi8
- `------- _--- ECM
I 90'OOT M.40.TOaZ9 N - - - BAfK BANK BD 26.51
BD 28.94 J - - -� - �.� ` - BD 28.55K BD 29.59 BD 29.76 M d0.Z0 Z9 N 91niet BD 29.53 24' RCP BD 29.08
Install Curtain Curtain Drain BD 28.68
i BD28.78 I r r Drain in same (See Detail)
- �- 1 \rf \' trenrh as the N i I J'liv! .LI BD z7.37 Z I
i ' A Bypass Drain
E1QS11NG FENge
Fuhae Inlet Cost Irron Yard Inlet /
BD 30.48 J )
Pipe F'�IAC°"d�e ONSLOW COUNTY `
TXT Inside BOARD OF EDUCATION
Dimension(min) By Pau Weir Wall
II Precast air Corcrcte To Sand Top Elev. = 30.0 D.6.1912, PG.100 I BD 27.17 ( I
I I Block Basin Filter 24- RCP Bypass M.B.23, PG.19
I + I PARCEL 1319-89
Future Inlet 1 I Future Inlet -� ZONE: RA
Pipe
_ 24' RCP to Sand Filter --w-
y Ii
----- 2.
(LIM.
Precast or Concrete By Pass Weir Wall 27.0
Bkck Catch Basin
4- RCP Bypass Outlet PROFILE VEEW
PLAN VEE^T By Pass Junction Box
Nat to Sink
Rev, 7/8/19 WA W -Revise Property Line, Move Sand Filter
Rev. 3/7/13 ELB - Revise Sand Filter, Revise By Pass Junction Box Detail
Rev. 2/13/13 KHW - Added Inv, of Pipe going into Sard Filter
Rev.1/18/13 TLC - Added Bypass Junction Box Detail, Bypass Pipe.
STORMWATER DESIGN ONLY
�PiEw Ratr &_ Associatesmend Sn"-NA;i c.
plows
P.O. am 07e - M"-OMam am '
arupi, JaebeePIDOrawl
Phase [phone] - Iai [phone]
0ha 1400oa Qtmhen 7-0108
4 SEAL 9r: -
IA072
Tg-( t
1` \\ I
S�rvl wWCk }v' DrDlv\iqu �4f
D 26.70
MATCHLINE A -A
VICINITY SKETCH
NOT TO SCALE
LEGEND:
BC OR BOC = BACK OF CURB
BD = BOTTOM OF DICH
C.C. = CONTROL CORNER
C/L = CENTERLINE
CB = CATCH BASIN
CG = CURG AND GUTTER
DI = DROP INLET
DIA = DIAMETER
D.B., PG. = DEED BOOK, PAGE
ECM = EXISTING CONCRETE MONUMENT
EIP = EXISTING IRON PIPE
EIR = EXISTING IRON ROD
EIS = EXISTING IRON STAKE
EL = ELEVATION
EP = EDGE OF PAVEMENT
EPK = EXISTING PK NAIL
ERIS = EXISTING REFERENCE IRON STAKE
EX = EXISTING
FM = SEWER FORCE MAIN
INV = INVERT
LF = LINEAR FOOT
M.B., PG. = MAP BOOK, PAGE
MH = MANHOLE
NAD =NORTH AMERICAN DATUM
NAVD = NORTH AMERICAN VERTICAL DATUM
NCSR = NORTH CAROLINA STATE ROAD
NCGS = NORTH CAROLINA GEODETIC SYSTEM
PVC = POLYVYNILCHORIDE
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT-OF-WAY
SF = SQUARE FEET
SIS = SET IRON STAKE
TBR = TO BE REMOVED
UGT = UNDERGROUND TELEPHONE
a = TELEPHONE PEDESTAL (TP)
ctb = ELECTRICAL / SERVICE POLE
{ = WATER METER (WM)
OVERHEAD POWER LINE
= SURVEYED PROPERTY
= NOT SURVEYED PROPERTY
FLOOD DATA
THIS PROPERTY IS NOT LOCATED IN A FLOOD
ZONE ACCORDING TO FLOOD INSURANCE RATE
MAP NO. 37205355003, DATED NOV. 3, 2005.
TITLE REFERENCE
D.B.878, PG.855
D.B.1595,PG.16
TOPOGRAPHICAL SURVEY
INFORMATION
THE TOPOGRAPHICAL INFORMATION WAS
PROVIDED AND SURVEYED BY: JU;_ "L Lu9
LANIER SURVEYING COMPANY
239 NEW BRIDGE STREET Y. S\41 10i I IO
JACKSONVILLE, N.C. 28540
[phone]
ALL ELEVATIONS SHOWN HEREON ARE RELATIVE
TO N.C.G.S. MONUMENT "DAVIS" HAVING AN
ELEVATION OF 32.34', DATUM: NAVD'88.
UTILITY NOTE:
UTILITIES SHOWN HEREON AS MARKED BY
N.C. ONE CALL CENTER.
THERE ARE NO WETLANDS ON THIS PROPERTY.
STORMWATER PERMIT PLAN FOR
FUTURE DEVELOPMENT OF
SCHOOL STREET CENTER
SITE ADDRESS: N.C. HWY. 24 (a.k.a. WEST CORBETT AVE.)
SWANSBORO, N.C.
SWANSBORO TOWNSHIP,
ONSLOW COUNTY, N.C.
OWNERS: BENCHMARK DEVELOPMENT CORP.
P.O. BOX 1237, A e-
,r,kOv�D
JACKSONVILLE, N.C. 28,,, r
[phone] Nog CfA 011i IA ENVIROWMEN
�4 COP11&j.jIS5I0N
KEYSTONE CONTRACTORS, INC. (,A 4A
239 NEW BRIDGE STREET
JACKSONVILLE, N.C. 28540
[phone]
DATE: OCT. 22, 2012
REV. DATE:
U,nA SCALE: 1"=30'
Mu
F.B. 0 P. 0
SUNS C®VdBJOB NO. 1155
239 NEW BRIDGE STREET DRAFTER: SL
JACKSONVILLE, NC 28540 FILE NO. 115563-
[phone] BENCHMARK DEVELOPMENT
FIRM REGISTRATION # P-0124 CORP-SWANSBORO
30
GRAPHIC SCALE
( IN FEET )
1 inch = 30 it
120
SHEET 1 OF 2
0