SW8090120_APPROVED PLANS_20120612

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 c� O l2 G
DOC TYPE
❑ CURRENT PERMIT
Ttl APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 c)12- CAD l2
YYYYMMDD

VICINITY MAP NTS
SCOTTS FARV SUE3D V S ON
S,, F... BALLOU NCIC,
LOT LAYOUT ASHLEY DR VE
TOWN OF MOREHEAD C TY, N.,C.,
LOT
AREA
HOUSE
BUA
DRIVEWAY
AND IMPERVIOUS AREA
SIDEWALK STORAGE
BY LOT
TOTAL
Lot
#
1
15,012,49
Sq. Ft,
1420
441.40
115.65
64,51
2,062
Lot
#
2
15,106.08
Sq. Ft,
1420
500
115.65
84.51
2,120
Lot
#
3
15,129.48
Sq. Ft,
1420
500
115.65
84.51
2,120
Lot
#
4
15,151.61
Sq. Ft,
1420
500
115.65
84.51
2,120
DRAWING INDEX
Lot
#
5
15,173,00
Sq. Ft,
1420
500
115.65
84,51
2,120
Lot
#
6
15,193.00
Sq. Ft,
1420
500
115.65
84.51
2,120
SITE
PLANS
Lot
#
7
15,133.45
Sq. Ft,
1420
500
115.65
84,51
2,120
Lot
#
8
15,152.63
Sq. Ft,
1420
500
115.66
84.51
2,120
SP -
1
COVER
Lot
#
9
15,092.00
Sq. Ft.
1420
500
115.66
84.51
2,120
SP -
2
PROPERTY SURVEY
Lot
#
10
15,109.91
Sq. Ft,
1420
500
115.66
84.51
2,120
SP -
3
EXISTING CONDITIONS
SP -
4
PRELIMINARY SUBDIVISION LAYOUT
Lot
#
11
15,048.65
Sq. Ft.
1420
500
115.66
84.51
2,120
Lot
#
12
15,065.26
Sq, Ft,
1420
500
115.66
84.51
2,120
SP -
5
STREET PLAN AND PROFILE
Lot
#
13
15,003,38
Sq. Ft.
1420
500
115,66
84,51
2,120
Lot
#
14
15,018.73
Sq, Ft.
1420
500
115,66
84.51
2,120
Lot
#
15
15,033.12
Sq, Ft.
1420
500
115.66
84.51
2,120
Lot
#
16
15,158.73
Sq, Ft,
1420
593.7
115.66
84.51
2,214
S &
E PLANS
Lot
#
17
17,057.70
Sq, Ft.
1420
790
115.66
84.51
2,410
SW -
i
STORMWATER PLAN
Lot
#
18
15,143.51
Sq, Ft.
1420
781
115.66
84.51
2,402
SE -
1
SEDIMENT CONTROL PLAN
LIFT
STA.
SE -
2
DRAINAGE AREAS
SITE
242.2 Sq, Ft,
427
880
130
SE -
3
S & E CALCULATIONS
SE -
4
S & E DETAILS # 1
TOTALS
274,025Sq,
Ft.
25,987
10486
2081.88
1521.18
40075
_Rli7e2
SE -
5
S & E DETAILS #2
DUNE 09 AENR
ROAD, CURB AND GUTTER = 1.12 AC. = 48,787.2 Sq. Ft.
Future = 0 Sq, Ft,
Total. Impervious = 40,075 + 48,787 = 88,862 Sq. Ft.
Percent Impervious = 88,862 / 356,161 X 100 = 24.957
�li�
�eo P
t ,
4 �'1
r. v
Z
0
a
w-
u
N
Cf1
A
Z
0
r--r
N
W
Q'
g
^�
2
x
a
M
W
N
•i
N
`I
O
Ln
1
N
5
M.
N
N
raj
m
0
N
M
N
•�
v
N
'a3
G
'"CV n
1�
N
aa
CL
Y
Ln
w
o
z
C
r
o
x
v
OW
m
a
a�
a
DRAWN BY I WMR SCALE
FILE I SCOTTS FARM
APPVD. BY WAG xmao
DATE 08-21-07
DRAWING NUMBER
SP - 1

VICINITY NM NTS
BR❑❑KW❑❑DS
SUBDIVISI❑N
SIP ON LDE
LOT 20
BLAIR FARM S\
1B 29 PAGE 842
a
TRACT 12,
MRS, HH SC❑TT S\D
MAP BOOK 9, PAGE 18
ZONE R 20
9M
SCALE 1" =
E
REFERENCES:
BOUNDARY & TOP❑ INF❑RMATION TAKEN FROM SURVEY
PREPARED BY JAMES L, PHILLIPS PLS, DATED
12/06 ENTITLED BOUNDARY & TOPOGRAPHICAL
SURVEY FOR S,F, BALLOU,
DEED REF, 1055/30
MAP REF, 9/18
TAX PIN 638718413889000
ADDRESS: 1545 COUNTRY CLUB ROAD
M❑REHEAD TWSP„ CARTERET CO,, N,C,
LOT 13, MRS. H,H, SCOTT SUBDIVISION
PROFESSIONAL SURVEYOR
120 180 WALTER M. REYNOLDS III, PLS
2570 OLD PLANTATION DRIVE
KINSTON, NC 28504
Phone [phone]
CELL 1-252-361-5771
am
G��
TRACT 14,
MRS, HH SC❑TT S\D
MAP BOOK 9, PAGE 18
ZONE R 20
om M ON
aurae ss
1.10
P�
X
TRACT 15, HH SC❑TT S\D
B❑❑K 9, PAGE
ZONE R 20
NOTES
NO ENCROACHMENTS OBSERVED
ELEVATIONS BASE UPON NAVD
AREA SUMMARY
Perimeter: 3854,81
Sq, Feet: 356161.26
Acres; 8.18
PROPERTY SURVEY
D"vw By wMR Bay CONSULTING ENGINEER S C 0 TT S FARM S /D
I" R� v Meridian Engineering, P.A.
APM. BY WhIR a S. F. Ballou, Inc.
DATE o"Ie 600-0 Plaza Boulevard
DRAWING NUMBER P.O. Box 1291, Kinston, N. C. 28503 Carteret Count Morehead City
SP - 2 Phone [phone] Y Y
\ 5 Fax [phone] North Carolina
1988 DATUM
REVISED 10-10-07
REVISIONS
DATE MARK DESCRIPTION
1-7 /EY i 09w RMiAWW 4

VICINITY MAP (NITS)
BR❑OKW❑ODS
SUBDIVISION
EPK NAIL IN THE CENTERUME
INTERSECTION OF SANDERUNO DRIVE
AND SNOWY EGRET DRIVE
ECM TKE SOUTHEAST CORNER OF
BROOKWOOD$ SUBDIVISION (MB 28
PAGE MSOF AND THE SOUTHEAST
CORNER TRACT 12 JAMS BO1D
PROPERTY (MB 9,PAGE 15).
LOT 199
BLAIR FARM S\D
MB 29 PAGE 842B
ZONE R 20
SITE DATA:
MIN, LOT SIZE 15,000 SQ, ET,
MIN, LOT WIDTH 80'
MIN. FRONT SETBACK 20'
MIN, SIDE SETBACK 10'
MIN, REAR SETBACK 25'
MAX, BUILDING HEIGHT 50'
MAX, LOT COVERAGE 40%
TOTAL ACRES 8,18
ZONING R-15
CURVE/LINE CHART
L-1 = S53'46'58"E-15.38'
C-1 = S64'40'25"E-18.89'
C-2 = N84'53'34"E-33.45'
C-3 = N59'19'50"E-10.49'
CURVE DATA: CENTER LINE
INCL. ANGLE = 107'05'39"
RADIUS = 25.00'
TANGENT = 18.47'
�� LENGTH CURVE = 31.81'
y � L CHORD DIST. = 29.72' 0��
Go-
f%/O
o
IN L
12 7Z,
U1R1TY EASE
CLUB
HOUSE
DRIVE
Alt
LOT 200
BLAIR FARM S\D
MB 29 PAGE 842B
ZONE R 20
TRACT 12,
MRS, HH SC❑TT S\D
MAP BOOK 9, PAGE 18
ZONE R 15
,yo
16
Temp. Turn
_Around Ease.
Rad. Out ➢e Sac
Q�P�d
PROFESSIONAL SURVEYOR
°" WALTER M. REYNOLDS III, PIS
2570 OLD PLANTATION DRIVE
X\D
KINSTON, NC 28504
B, J, 4 Phone [phone]-D577
MB29 '' ,. NKSA��'°` CELL 1-252-361-5771
O
.IO
0
SCALE 1" _
C�
4
DRAWN BY
WMR
SCALE
ME
SCOT" PABY
AB
APPYD. BY
11YR
1T1ol1m
DATE
OB-Bi•uT
DRAWING NUMBER
SP - 4
5
a
G)
TRACT 14,
MRS, HH SC❑TT S\D
MAP BOOK 9, ,PAGE 18
ZONE R 15
120 180
CONSULTING ENGINEER
Meridian Engineering, P.A.
600-D Plaza Boulevard
P.O. Box 1291, Kinston, N. C. 28503
Phone [phone]
Fax [phone]
O
0
N
<es
s° G
Z
U N CY _♦
Y�1v p� 4 ,dam (D
O
P �d Lift Ste. Site e
0
.IO
o�
,y0
��B=Sas
TRACT 15,
�P MRS. HH SC❑TT S\D
MAP BOOK 9, PAGE 18
ZONE R 15 i
[AN A . I►y
Lot
#
1
Lot
#
2
Lot
#
3
Lot
#
4
Lot
#
5
Lot
#
6
Lot
#
7
Lot
#
8
Lot
#
9
Lot
#
10
Lot
#
11
Lot
#
12
Lot
#
13
Lot
#
14
Lot
#
15
Lot
#
16
Lot
#
17
Lot
#
18
LIFT
STA,
SITE
REFERENCES:
LOT AREAS
EPK AT
CENTOIUNE
INTERSECTION
LOT COVERED
BY HOUSE
15,012.49
Sq,
Ft,
13,3
15,106.08
Sq,
Ft,
13,2
15,129.48
Sq.
Ft.
13A
15,151.61
Sq,
Ft,
13,2
15,173.00
Sq,
Ft.
13,2
15,193.00
Sq,
Ft,
13.2
15,133.45
Sq,
Ft,
13,2
15,152.63
Sq,
Ft,
132
15,092.00
Sq,
Ft.
132
15,109,91
Sq,
Ft.
13,2
15,048,65
Sq,
Ft,
13.2
15,065,28
Sq,
Ft.
13,2
15,003,38
Sq,
Ft.
13.3
15,018,73
Sq,
Ft.
13,3
15,033.12
Sq,
Ft.
13,3
15,158,73
Sq,
Ft,
13.2
17,057.70
Sq,
Ft,
11,7
15,143,51
Sq,
Ft.
13,2
242,27 Sq,
Ft.
BOUNDARY & TOPO INFORMATION TAKEN FROM SURVEY
PREPARED BY JAMES L, PHILLIPS PLS, DATED
12/06 ENTITLED BOUNDARY & TOPOGRAPHICAL
SURVEY FOR S,F, BALL❑U,
DEED REF, 1055/30
MAP REF, 9/18
TAX PIN 638718413889000
ADDRESS: 1545 COUNTRY CLUB ROAD
MOREHEAD TWSP,, CARTERET CO„ N.C.
LOT 13, MRS, H,H, SCOTT SUBDIVISION
PRELIMINARY SUBDIVISION LAYOUT
SCOTTS FARM S/D
S. F. Ballou, Inc.
Carteret County —Morehead City
North Carolina
REVISED 10-10-07
REVISIONS
DATE MARK DESCRIPTION
.-70-0 REV.:ww AM.*Aw

STFFL PO ST
4'WER CE TF LY
W1
Q
TEMP SILT FENCE
SUPPORTED BY
STEP 1, STEP 2.. STEP 3,
EXCAVATE A 6' x 6' TRENCH. DRIVE STEEL ATTACH WIRE FENCE TD POSTS AND ATTACH THE FILTER FABRIC TO THE WIRE
WIRE FENCE
(HOG WIRE)
POSTS le' INTO GROUND DaVNMLL OF THE EXTEND THE BOTTOM OF THE FENCE FENCE AND EXTEND THE BOTTOM OF THE
TRENCH. WOOD POSTS 4' IN DIAMETER INTO THE EXCAVATED TRENCH BOTTOM. FABRIC INTO THE TRENCH BOTTOM
MAY BE USER
BETWEEN
I MAX B'
I
POSTS
A
/'i
416p'oJ/
4�1 0.d #57 WASHED STONE
4' WIDTH MIN.(AT TOP)
FILTER FABRIC
STD
ETHE TRENCH WITH M57
CL
CLEANM STONE TO ANCHOR THE WIRE FENCE •MOG
L� 157 WASHED STONE
MIWIRE' I M
BOTTOM ff THE SILT FENCE SO THAT T' ry <14 WAGE WITH MAX MESA
RUNOFF IS FORCED TO Go THROUGH THE STEEL POSTS— SPACING- 6 INCHES)
BOTTOM OF WIRE FENCE AND
FENCE AND CANNOT GO UNDER IT. FALTER FABRIC
SEE SPECIFICATIONS
�' 21 1'-6' MIN a CENTER
FILTER FABRIC BURIED 6'
IN EXCAVATED TRENCH BACKFILLE
FOR MATERIAL
MDi 2'BOTTOM
HEIGHT, HAIL 3'JU/�f
WITH CLEAN STONE
Di VIBE FENCE AND
ILTER FABRIC BURIED b'
N EXCAVATED TRENCH BACXFILLED WITH CLEAN STONE.
0. —STEPOST DRIVEN
SECTION A -A FlL
JPR �sJ� 19' INTO GROUND
NOTE, DO NOT INSTALL SILT FENCE WHERE
FLOWS ARE CONCENTRATED. STANDARD DETAIL DRAWING
TEMPORARY
STONE OUTLET
NOTE, Bottow of fllter wust be
ploced M trench and
secured by wash STANDARD DETAIL DRAWING
wItK dth f1ft the
tstain.
Do not Install SBt Fence TEMPORARY SILT FENCE
nc where flows ore caentroted,
100' MIN <CONERCIAL)
50' HIM. (RESIDENTIAL)
25' OR WIDTH OF
EXISTING 3' - 4' $TOE PROPOSED STREET
OR DRIVEWAY,
ROADWAY WHICHEVER IS
GREATER
511 GRASS LINED SWALE
a-
PLAN
EXISTING
ROADWAY
1001N1 g
NOTE: FOR INFORMATION ON WATER AND SANITARY SEWER
T
6• MIN,
NOT SHOWN ON THESE PLANS SEE THE LATEST VERSION OF:
LTER FABRIC
CROSS SECTION
Centerline
"SYN❑PSIS OF MINIMUM SPECIFICATI❑NS FOR THE INSTALLATION
OF WATER LINES WITHIN THE TOWN OF M❑REHEAD CITY,"
NOTES
SMALL A LOCATED TO IONPROVIDEEH
L ENTRANMAXIMUM CONSTRUCTION VEHICLES
TURNING UTILITY
RADIUS U ICI
SUFFICIENT VI ACCOMODATE
2. LARGE TRUCKS
LARGE TRACKS 1I TO BE PROVIDED.
3 MUST BE MAINTAINED IN A CONDITIONLOW F ICHMU WILL
DIRECT FLOW 6 MUD OMTO
PREVENT TRACKING ONTO
NOTES,
TO
STREETS PERIODIC TOPDRESSING STONEWILL
BE NECESSARY, CONTRACTOR SMALLL 14A MAINTAIN
1. All trees, stumps, brush and debris shall be removed from the
construction area and disposed of properly.
2, When required, topsoil shall be salvaged and spread uniformly over
"SYNOPSIS ❑ F MINIMUM SPECIFICATIONS FOR THE INSTALLATION
AS NECESSARY•
4. ANY MATERIAL WHICH STILL NAMES IT OITO THE
a �°QUE"NTTCHHEEa THE EMTRANCE IMMEDIATELY.AIRED LIP ) AND STANDARD DETAIL DRAWING
disturbed areas,
TIMELY MAINTENANCE SMALL BE PRDVIBED
3. Spoil material from construction wRI be deposited In tow areas or
O F GRAVITY SEWER LINES WITHIN THE TOWN ❑ F M ❑ R E H E A D CITY, "
6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS CONSTRUCTION ENTRANCE
AND EGRESS UNTO. SITE IS STABILIZED
otherwise spread so as not to Interfere with flow of water Into the
waterway, Any earth fill shall be compacted to prevent differentiat
7. UTILIZE FLTER FABRIC IN CLAY SODS.
AND EGRESS UYTM SITE IS STABILIZED
settlement In the completed waterway. The waterway wNl be
constructed to the specified grade, width and depth,
4. Temporary dikes may be constructed around the tops and sides of
waterways to divert runoff from new seedlings. Temporary dikes shall
be removed as soon as vegetation Is established,
TRAPEZOIDAL - SHAPED
DETAIL SHEET
DRAWN BY WMR I SCALE
CONSULTING ENGINEER
S C O TT S FARM S/ D
R E V I S I O N S
ISLE SCOM F^�
���, APPYD. BY WAG smm
'°'' DATE 0e-Bl-a7
Meridian Engineering, P.A.
600-D Plaza Boulevard-
DATE MAC
S. F. Ballou Enterprises DESCRtPTIDN
�04�llc�0,r
's_ DRAWING NUMBER
P.O.Box 1291, Kinston, N. C. 28503
Carteret County —Morehead City
Z SE — 4
17—
Phone-zsz-s22-Zs87
ey c 5
Fax [phone]
North Carolina

�j
n
v
OAKTREE O CORNER
EIP TREE ON CORNER
MAP
B ❑ ❑ K 9) PAGE 8
� � •
S SI+
6
p
FROM CORNER
1
DRAINAGE
CL.INV=2.7 + '
S
LOWPOINT `,4+ X
z
EASEMENT
LIMITS OF CLEARING AND GRADING MATCH '', '', `', 9
CLINV=5.7
V= •2
=
x
_ DISTURBED AREA=B.5 7.2 ACRES
CL.INV=3.2 CIX.INV. "' '',' OP °
_
S EIP
-
S�
---- -
-
------- ---- ----
_
o
k
w w_ S
v w
,
� .I w w w v,
_
w
w
W
v w
11,
TS
S 4
RCD
v v Prop
,Swale
v RCD
6 v
v r0
v
v v v v v v 1, v v v
v v v
w :-�'
5
5
"
' r
';
Lif t
t
'•,
Sta. Site
w v w
u;' w
Z
w
w v w w
W w
w w v
w w
w
w H
(/j
v J �� a
w w
v v
INV.OUT=3.7
w �, w w
2'x2x 2' CL.1 RI�tAP
VM�FILT@R F IC
UNDl;RLAlq, .� �
v v w .I.
v w v �t� , w v v
I EW WITC L00ATIO{N ?�
�/`
.v %I.
=
,: w I
v
�w �
I v,
vo
�'
aJ, v
FILL EXtTI
CH
i
sn i
7
14,6 v v
14, 4. .I, Iv 11, .V
v IV vP v
v
vQ
v v v
v
v v v
v v v v v 1��{� u
v
v v
v v
r
/
v1
w
w
Q v.
�. w
� w^
W v. W W'rp W
W w
W
i l i
LU
� w
� �
1P w
� ��
Q ,
_
c�
�� � � � ,' w
-
� IP
lk % 1� IV
I i
' �
n
�j
pg
L
JI W W W
STO
1P S-r �
W ��
d
1 W
STO
W W W
S�0
W°
W 41 �L Ji W ,�
STO °
CO
W W W W ° w ' 4L%'�, ,, .L
STO ;','; STO
_j
Hy
W W
S
1Y IV Ji W
S
•'.
3
v
STOP v
� .I, <�I
w
v
v STY D ING
v v'
v v 2 'STY DWVEL�4T G l
v
- - Z c
_ _
v v
- - -- `
� +
2 STD DWELLING a
W 6+
, � , , °
`�d STD ;ooI*E�LING
2 ST'Y DWELLIN(° '�Sz , ,
�
2" STY DWELN1NG z
2 TY ELLI I�
II ,.
I.I;i IN N
2 SZY DWELLIN-
W
W wFF EL+i .5& 4,
FF EL 8. 0 S �z
`1._EF -EL 8.50 `'' ,
l _
_ _STY4DWELtIN
--w- F� EL �.50 S.I.
v OFF EN, 8.50i � s .v
w 'OFF ELF 8.5d' I .I- � 14FF'Ii&,$.50N/ �
�'
W
FP'' EL 8.50
+
xS FF4,EL 8i50
%N;; p
i
IV FF FkL 8.50 W
1
W 2.5� PIERS
�2.5' FLIERS v
�5' PEERS -4 W
W IV W + W
2.5' PIERS
W W 2.V PIEIRS v
v v v v 2. �;','f I' v
2 PIEwRS ';,,FRS
v
8�
v v
2.5' PIERS
1 �
2.5' PIERS
I, ^
F-
0
F'.5' PIERS `P IV
v� v .I
.v
v I �
W W
w w
v + 4 14, ;t', 1
W #S
I .I.
+
cD
�� v
v I
v
��
W
v SIN ' PIVC
I ) > , , v
v
w v
99 (n
�.
.I� y
>
w 0_
.I. �
�
>
W w � Cry w
0
W W
11,�0_ w . , .I.
s
W
.I.
nj o
8
4'
-CONC W WLK
Of -
o 4 CONIC. WLK
I W
z
z 4' C(�NC. WLK W
" 4' �CONC'' WLK
z*
4' CONC. WLK
W z B 2 W "
B# #
`I'4' CI3NC. WLK 4, z z WL�< W
+
4' ItONC WLK I z
I W z 4`I' CONt.
p
v o
v � .v v
z
v w
I,
w w � v
c�
u
.v .v o
5P P.
.I, � � W v-o + I � CO:INV€t6 45 1� �
c� III
C.INV=6.8e
p L
o
p V .I,
S S
o
CC.IN =5.9
;
w
7
w v
o
v w
C.INV=6.68
I
o
w
w
w w w
rw
w
w
�
oS I w
-
-- �_
w
w
__
o
HH
EH
w q.
�
69
w
.I,
.. _
-
� W w + v. W
�
_
-- _
Z
-
#3
..
y -
--- ---'
r
''
+,- ; Sc =
-
_ - -- ---------
- -
- -- ---
-----
- - - - --- --- - --
...__--
- --- ---- - -- - - ------
----
-- --- -
--
to .9
d-
--
-
----
.. -
- - -- -
-- .. _._ .. --- --_ - --
- - -, - .`__ _ --_-=O. L_: == - - _._- .,.._^ - O - --- .ii--- IC�ii:- o---
- -- - - - --- ----E ---- _ - i - -- - -- 'g j --- - - - -- - :
A'S ... �.9 + _____
u��--- ----0-- -------
' I I D
O O
o 00
O
O
+
2
N
S t7
d'
i ___
-.._-OJ-- -._'
i�'
6
$ (D
O � O] I�
O
r
6
,; 1'-TWIN6°DI@O.2i
%
80' GRAVEL
P CONST ENT
i
_
r
Sg
TRANSITION TO
FES.INV-3.9 i al PASS TH OUGH
1'I
s
`
N 53°18'-41-"L R760,26' TOTAL
S
30" CURB &GUTTER
AT PC RADUIS BOTH SIDES s9� 9�b
S LOG S
98
tS9
rI
�p °v 'I ` k B#3
(
�Rc s TOP:5.54
S
*
-9 BOTTOM=3.9
INV.OUT=3.9
CURB INSTALLED NORTH OF SCOTT
NOTE: SEED AND GRADE
TO DRAIN
X
PROPERTY
LINE EXTENDED WILL REQUIRE LETTER OF
MATCHEX.INV.AND� .-
CL.I N V= 6
CL.I N V=5.0
FLOW
r
CL.INV=4.9
CL.INV=5.4
HIGHPOINT
8n
- O
� RCD x
�
v 7
.v
v �
v I �
`, .I- � v v
I
i y v RCD
u
I v v 5.
TS
6 RCD
T
v 6.7 TES v v v
`
u v v
-cm, ❑
T
r p.
\.
14
1,4, r4'0p.
Sw w
pr s
7
7�
$FAIR
F
Ps
I. 4
.4, li. .1, 14. 11,
4, 4
%
�
Tern wTurn
p'
;
�'�,
LEGEND
TITLE
KEY SYMBOL
14.
�4.
4.
�. 14,
y
W
14.
I�r
� �. �
Around Ease,
N..41
5t Rad. Dial D SaC�
4 IV w �,
PS,+
�
TEMPORARY STONE
CONSTRUCTION C E
ENTRANCE WITH
1� v
1I �
W W
12 v v v 13 �;' w
M
v
✓ � 16 v I v
�
v ST I v
p "'
WASH RACK
v v
STO W °
v
v
°
STO
-z �`, v
v
v v
� �
v v v r+
W I STO v d
� - .,
v v v
v v v
S'`70
PS v v
`- -
d v v v
STO °
v
v v
v
STD
v °
v STO
v .I
2 STY DWELLING 4
v v v -
,.
EL 10.0�
- v a, 41 .v
-� -- -
`ST� ��'`�
W W F� 'D w .. v------W `'',
LLF o'
``
SILT FENCE SF
LIMITS OF
[ZyVELLIQIG
SA'TY DWELLINt w z
2 S� DWVLINC�, N2 STIt DWELLING
STY WEL NG
S W 2v W
+ \v
2 5T`' d1NELLNVG
FF
v v
F
I < < - - --- -�
?S' 10 <tic ''
LOG
CLEARING AND GRADING
`
FvF ELtGJ,00 W W
X`
2. PIE
W v
I
EL Sa50
\I, W
i� � E'L 8.55f5
FF CL9�9z9 v N'F EL�9.50 v
245' PIERS v .I
v
2.5�PIERS W
FF EL 1Cf 00
W2.5' �ERS W lCO
X61
A I W '','',
OUTLET
PROTECTION OP
)'IERS�
2� 5' PIItRS
2.5 PI ,RS
o
t
v Ow 14' '''
� vDAM
ROCK CHECK
v
v
� .v Q2P
� 1
.I- v v IV � 1
v .I- � � 41 q
�
�
v
v 4' CONC. L,
w W Vi
" .v
LL
�Y V� ,L J, ` ', \`
RC
w
� w
0
.I. w w
�
�
w w 4' C�NC. YVLK
z
1P w O +
_�i(1
tt53
w N w v w ''
PERMANENT PS
O'CONi. WLRI'
'I4'
CONC. WLK
v 4' COLIC. ViLK
4 CONC WL �
4 CONC. WL4'
'',
���
U
SEEDING
1 v
v
z
v o ,, v
v
z 1P W W 11,
CC I�NV=$t,39 \I, I
=8 v
CC.I 9.1 c�
N�= G z
v & 9.5 v
oC , O N o14,
'
_ o
.I - .0
o
o
v v v v
TEMPORARY TS
SEEDING
-
F
W��c� m v v
Ct.INV- .
� li .v w r IPA / v ,k
------
IP
H#4
-
n z8
OTLET
PROTECTION
a
o
d
+`
+
N
+ f,�
M o x
y W �� �� w
aRv v v PS
6.04
DRAINAGE & SWALE FLOW
EXIST & PROP
DITCH EL
8
o, 00�0 w .41
cc
CURB CUT
o v .1, � 4,
- -
-
X8 14, SIP
��gwm�npa
TAL LOG
S� DISTURBED AREA=8.2 ACRES +
SLIM/TS OF CLEAR/NG AND GRADING X
r9
X9
X�
%� x X� +
X
x
``��.0:� CA.... .
,.- o..FEsslo
=¢�
LOG
NOTE: SEED AND GRADE TO DRAIN
AREA NORTH OF CURB LINE
25
"-'•.,�1Fhc' rNE`�Q' o�.� ur•I 2 ti
..... p
�Nki' �41AM
�A��G.•`�.
ER❑SI❑N AND SEDIMENT C❑NT❑L PLAN
30 0 30
60 90
CONSULTING
ENGINEER
S C C T T S FARM S/ D
R E V I S I O N S
DRAWN BY
WMR
SCALE
nLE
sCOTT3 FARM
DATE
MARK
DESCRIPTION
SCALE
APPROVAL PLAN
NOT FOR CONSTRUCTION
Meridian
Engineering, P.A.
r
S. F. Ballou, Inc.
APPVD. BY
RAG
DATE
I'=30" HORIZONTAL 1"=6' VERTICAL OR RECORDATION
600-D
Plaza Boulevard
-
DRAWING NUMBER
P.O. Box 1291,
Kinston, N. C. 28503
Carteret County -Morehead City
Si; 1
Phone
1-252-522-2587
Fax
1-252-522-2501
North Carolina
6

REFERENCES,
TOTAL AREAS
TOTAL AREA OF SITE
TOTAL DISTURBED AREA
TOTAL IMPERVIOUS AREA
TOTAL PERVIOUS AREA
PERCENT IMPERVIOUS
BOUNDARY & TOPO INFORMATION TAKEN FROM SURVEY
N❑TEi FOR INF❑RMATI❑N ON WATER AND SANITARY SEWER PREPARED BY JAMEL. PHILLIPS PLS, DATED
12/06 ENTITLED BOUNDARY
NDARY & TOPOGRAPHICAL
NOT SHOWN ON THESE PLANS SEE THE LATEST VERSI❑N OF: SURVEY FOR S.F, BALLOU,
"SYN❑PSIS OF MINIMUM SPECIFICATI❑NS FOR THE INSTALLATI❑N
OF WATER LINES WITHIN THE TOWN OF M❑REHEAD CITY,"
"SYN❑PSIS OF MINIMUM SPECIFICATI❑NS FOR THE INSTALLATI❑N
- GRAVITY SEWER LINES WITHIN THE TOWN OF M❑REHEAD CITY"
356,321 SQ, FT, (8.18 ACRES)
356,321 SQ. FT. (8.18 ACRES)
83,838.48 SQ. FT.
272,482.52 SQ. FT.
23.5%
O AREA 1 TOTAL 23,179 SQ. FT.
IMPERVIOUS 17,127SQ, FT.
PERVIOUS 6,052S4. FT.
O AREA 2 TOTAL 39,522 SQ. FT,
IMPERVIOUS 24,012 SO. FT.
PERVIOUS 15,510 SO. FT.
AREA 3 TOTAL
O IMPERVIOUS
PERVIOUS
AREA 4 TOTAL
O IMPERVIOUS
PERVIOUS
AREA 5 TOTAL
OIMPERVIOUS
PERVIOUS
AREA 6 TOTAL
O IMPERVIOUS
PERVIOUS
8,406SQ. FT.
6,699 SO. FT
1,757SQ. FT.
61,010SQ. FT.
8,000 SQ. FT.
53,010 SQ. FT.
104,918SQ. FT.
14,000SQ. FT.
90,918SQ. FT.
118,895 SO. FT.
14,000 SQ. FT.
84,895SQ. FT.
.1 1 61 120 180
MAMAM
TRACT 14,
MRS, HH SC❑TT S\D
MAP BOOK 9, PAGE 18
DEED REF, 1055/30
MAP REF. 9/18
TAX PIN 638718413889000
ADDRESS1 1545 COUNTRY CLUB ROAD
MOREHEAD TWSP„ CARTERET CO., N.C.
LOT 13, MRS. H.H. SCOTT SUBDIVISION
SITE DATA:
MIN. LOT SIZE 15,000 SQ. FT,
MIN, LOT WIDTH 80' (AT BLDG,
MIN, FRONT SETBACK 20'
MIN, SIDE SETBACK 10,
MIN. REAR SETBACK 25'
MAX, BUILDING HEIGHT 50'
MAX, LOT COVERAGE 40%
LINE)
•1-'-(N GAR
p
.0 •off
:Q
5262 6
�c•p

EROSION AND SEDIMENT CONTROL PLAN
GENERAL INFORMATION
(1) Description of Site and Project
The property is located on the south side of Country Club Road
south of the Newport River and just northwest of the intersection of
Boydin Street and Country Club Road. The property is a newly annexed
portion of Morehead City consisting of 8.18 acres of land
narrow in width and deep. Subject land rolls gently from the rear to
a drainage ditch crossing the property in the center from north to south
and is fairly well drained. The property between the ditch and Country
Club Road (front) is flat and poorly drained by perimeter ditches with
little or no existing flow and with the existing outfoll being vague. The rear
portion of the property is presently wooded while the front has been under
recent cultivation. The land disturbing activities will cover the entire site
in order to construct 18 single family homes with street, utility and drainage
improvements.
(2) Erosion and Sediment Control
Prior to initial clearing, silt fences shall be installed per plans.
(3) Accelerated Erosion and Sediment Control
After initial clearing and grubbing, and leveling, the following
seeding schedule is recommended for the perimeter of the disturbed
area.
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE 1 MULCH
RYE (GRAIN) 120
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
SEEDING NOTES WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL, A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
MOUNTAINS - AUG. 15-DEC. 15 A MULCH ANCHORING TOOL.
COASTAL PLAN AND PIEDMONT - AUG. 15- DEC. 30
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY
GROUND AGRICULTURAL LIMESTONE AND TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH
1,000 LB/ACRE 10-10-10 FERTILIZER. 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
STORM WATER RUN-OFF CALCULATIONS
Formulo- Q = CIA (RatlonaU
C = Run-off coefficient (0.44)
I = Rainfall Intensity, In./hr. (7.0 Inches/hr. from chart 8.03E)
A = Area drained, Acres
Q = Cubic feet per sec. (CFS)
NOTE, All runoff calculations ore based on a peak runoff
rate from a 10- r. frequency storm 6.5 Inches/hr.
using 5-minute duration.
DETERMINATION OF PEAK RUNOFF --AREA 1
AREA C From Table 8.03a Design Manual.
Pervious 0.113 x 0.20 = 0.0226
Impervious 0.219 x 0.90 = 0.1971
0,332 0,2197
C = 0.2197/0.332 = 0.66
QAREA 1 = CIA
QAREA I = 0.660 x 7.0 x 0.332
QAREA I = 1.53 CFS
DETERMINATION OF PEAK RUNOFF --AREA 2
AREA C From Table 8.03a Design Manual.
Pervious 0.137 X 0.20 = 0,027
Impervious 0.296 X 0.90 = 0.266
0.433 0.293
C = 0.293/0.433 = 0.67
QAREA 2 = CIA
QWA 2 = 0.67 x 7.0 x 0.433
QAREA 2 = 2.03 CFS
DETERMINATION OF PEAK RUNOFF --AREA 3
AREA C From Table 8.03a Design Manual.
Pervious 0.283 X 0.20 = 0,0566
Impervious 0,590 X 0.90 = 0.531
0.873 0.5876
C = 0.5876/0.873 = 0.67
QAREA 3 = CIA
QAREA 3 = 0.67 x 7.0 x 0.873
QAREA 3 = 4.09 CFS
DETERMINATION OF PEAK RUNOFF --AREA 4
PERMANENT SEEDING SCHEDULE
AREA
C From Table 8.03o
Design Manual.
Pervious
0.097 X
0.90
= 0.1308
CONTRACTOR OPTION TO SOD OR FOLLOW THE SEEDING
SCHEDULE
Impervious
Impervious
0.097 X
0.90
= 0.0873
BELOW:
0.751
0.2181
SEEDING MIXTURE
C = 0,2181/0,751
= 0.29
SPECIES RATE (LB/ACRE1 -
MULC
QAREA 4
= CIA
TALL FESCUE BLEND 80
SERICEA LESPEDEZA 20
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF
G AREA
= 0.29 x
7.0 x 0.751
KOBE LESPEDEZA 10
ANOTHER SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT,
QAREA 4
= 1.52 CFS
NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING
SEEDING NOTES
TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
DETERMINATION
OF PEAK
RUNOFF --AREA
5
1. AFTER AUG. 15 USE UNSCARIFIED SERICEA SEED.
2. WHERE PERIODIC MOWING IS PLANNED OF A NEAT
MAINTENANCE
APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE
AREA
C From Table 8.03a
Design Manual.
KOBE LESPEDCZA TO 40 LB/ACRE.
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS ADEQUATE.
Pervious
2.669 X
0.20
= 0.5338
3. TO EMEND SPRING SEEDING DATES INTO JUNE ADD 15
MAY BE MOWED ONCE OR TWICE A YEAR BUT MOWING IS NOT
Impervious
0.385 x
0.90
= 0.3465
LB/ACRE HULLED BERMUDAGRASS. HOWEVER, AFTER MID-
NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
3.054
0.8803
APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
IMMEDIATELY.
C = 0.8803/3.054 = 0.29
NURSE PLANTS
QAeEA 3
= CIA
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN
QAREA 5
= 2x
7.0 x 3.054
MILLET OR 15 LB/ACRE SUNDANGRASS. PRIOR TO MAY 1 OR
QAREA s
.
= 620 CFS
AFTER AUG. 1P ADD 40 LB/ACRE RYE (GRAIN)
aEE1i19,_DATES
DETERMINATION
OF PEAK
RUNOFF --AREA
6
BEST POSSIBLE
AREA
C From Table 8.03a
Design Manual.
Pervious
2,398 x
0.20
= 0.4796
FALL: AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
Impervious
0.338 X
0.90
= 0.3042
2,735
0,7838
LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 - APR. 15
C 0.7838/2.736 = 0.29
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
4,000 lB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1000 LB/ACRE 10-10-10 FERTILIZER.
During Construction
a. All areas disturbed by grading operations shall be
seeded and mulched as set forth in (2) above.
b. Any erosion problem that may arise during construction
will be remedied by some temporary erosion and sediment
control.
Following Construction
a. Upon stabilization of grading area, etc., sediment basins
if any shall be filled in, regraded and seeded.
Maintenance of Control Devices
a. Periodically during construction and following any
period of significant rainfall, all control devices
will be inspected and repaired if necessary. Accu-
mulated silt .sill be removed and disposed of in an
area where it will not endanger any water course.
Any device which proves to be inadequate will be
replaced or improved to adequately handle the
sediment load.
Estimated Construction Sequence
a. Grading & Seeding 120 Days
b. Estimated time of completion 120 Days
QAREA 6 = CIA
QAREA 6 = 0.29 x 7.0 x 2.735
QAeEA 6 = 5.55 CFS
SUMMATION OF FLOWS ON SITE
GARS, I
= 1.53 CFS
GAREA 2
= 2.03 CFS
GAREA 3
= 4.09 CFS
GAREA 4
= 1.52 CFS
GAREA 5
= 6.30 CFS
GAREA 6
= 5.55 CFS
TOTAL = 20.92 CFS
DETERMINATION OF PEAK RUNOFF --PRE CONSTRUCTION
(INFORMATION ONLY)
AREA C From Table 8.03a Design Manual.
Pervious 8.00 x 0.20 = 1.600
Impervious 0.18 x 0.90 = 0.162
8.18 L.762
C=1,762/8.18=0.215
QPRE-CONST = CIA
QPRE-CDNST = 0.215 x 7.0 x 8.18
OPRE-CONST = 12.31 CFS
POST CONST RUNOFF - PRE-CONSTR RUNOFF
= 20.92 - 12.31 = 8.61 CFS INCREASE
/ DRAWN BY I VMR I SCAIE
Fina Iscorrs rARY we
APPVD. BY I RAG Rolm
DATE 1oe-21-01
DRAWING NUMBER
SE - 3
N
CONSULTING ENGINEER
Meridian Engineering, P.A.
600-D Plaza Boulevard
P.O. Box 1291, Kinston, N. C. 28503
Phone [phone]
Fax [phone]
Total Building Area/DW, SW
Total Street/Curb Concrete/Paved Area
Total Impervious Area
Total Pervious Area
Total Site Area
Total % Impervious Area
CALCULATIONS & DESCRIPTIONS
SCOTTS FARM S/D
S. F. Ballou Enterprises
Carteret County -Morehead City
North Carolina
35,051.28 Sq. Ft. 0.805 Acres
48.787.2 Sq. Ft. 1.120 Acres
83,838.48 Sq Ft 1.925 Acres
272.482.52 Sq. Ft. 6.255 Acres
355930 Sq. Ft;. 8.18 Acres
REVISIONS \
DATE MARK DESCRIPTION

NOTE: FOR INFORMATION ON WATER AND SANITARY SEWER
NOT SHOWN ON THESE PLANS SEE THE LATEST VERSION OF:
"SYNOPSIS OF MINIMUM SPECIFICATIONS FOR THE INSTALLATI❑N
OF WATER LINES WITHIN THE TOWN OF MOREHEAD CITY,"
"SYNOPSIS OF MINIMUM SPECIFICATIONS FOR THE INSTALLATI❑N
OF GRAVITY SEWER LINES WITHIN THE TOWN OF M❑REHEAD CITY,"
1.5,
MIN.
41•T`4►tiylafTl}`T� i • .Al�s�' _
.�J .
I L� 'j7.h NN.1 r
-off �_iIr �r �l•ry�I >'CHANNEL BANKS TO PREVENT STORM
FABRIC JLL 1 Lull H-H
(,'Rj'('LCAL PODITS: .B.
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE C.
C. CHANNEL 80TrOM/SIDE SLOPE
VERTICES B.
lumEr
NOTE C.
HORIZONTAL STAPLE SPACING SHOULD BE
ALTERED IF NECESSARY TO ALLOW STAPLES TO
SECURE THE CRITICAL POINTS ALONG THE
CHANNEL SURFACE
STRAW MAT INSTALLATION FOR FOR SWALE AND FIRE LANE DITCHES (TYP.)
NOT TO SCALE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPUCARON OF UME, FERTIUZER, AND SEED
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' (15 cm) DEEP • 6' (15 om) MOE TRENCH. BACKPLL AND COMPACT
ME TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. PUCE BLANKETS ENO OVER END (SHINGLE STYLE) WITH A 6' (15
cm) OVERLAP. USE A DOABLE ROW OF STAGGERED STAPLES 4' (10 cm) APART TO SECURE BLANKETS.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE WITH A 6' (15 cm) OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4' (10 cm) APART TO
SECURE BLANKETS,
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6' (15 cm) DEEP X 6' (15om) WIDE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPUNG.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4' (10 cm) OVER THE CENTER BLANKET AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS. A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m to 12m) INTERVALS. USE A ROW OF
STAPLES 4' (10 cm) APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A SECOND ROW 4' (10 cm) BELOW THE FIRST ROW IN A STAGGERED
PATTERN.
B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6' (15 cm) DEEP z 6' (15 cm) WIDE TRENCH.
GENERAL EROSION AND SEDIMENT CONTROZ NOTES-
1. NO 015RMED AREA W CY /S NOT ACTM7 r BC7NG WORKED WILL REAWN
OENUO£O Fa? MORE TEEN 14 CALENDAR DAYS UNLESS 0771ERMIZ AUDKIR/ZED
Br THE OLRECTDR
2 ALL EROSION ANO SEDIMENT CONTROL MEASURES AW TO BE PLACED
PRIOR TO OR AS 7HE FIRST S7EP IN GRADING RRST AREAS M B£
CLEARED ARE TO 6Y 7HOSE REQUIRED FOR THE PERIMETER CAVTROLS
J. ALL WAlER,, STORM AW SANITARY SEWER LINES ALIT /N STREETS ARE 70
BE MULCHED AND SEEDED W77HIN 5 DAYS AFTER 84CKRZL NO MORE THAN
500 FEET OF TRENCHES ARE TO BE OPEN AT ANY CAVE TIME.
4. REC7R/C POWER, TEZEPAIONE AND GAS SUPPLY 7REAWHES ARE 70 BE
COMPA07E0, SEEDED *W MULCHED WHIN 5 DAYS AFTER S400LL.
5 ALL TEMPORARr EARTH BERMS, DN£RSON AND SEDIMENT CONTROL LWMS
AR£ 70 BE MULCHED AND SEEDED FOR IEMP~K WGETAMAF COVER
/MMEm7ELY AF7FR GR40/NG. S7RAW Q4 H4r MULCH IS REDU/REO.
7HE SAME APPLIES 70 ALL SOIL STOCAPILES.
6. DURING CON57RWRON, ALL STORM SEWER /NLEIS WILL BE PROTECTED
BY INLET PROTECTION "Ca AWNTNNED AND AWf7fD AS
REOULRED Br COIVSMX77ON PRXWE3'S.
7. ANY 0157ZIRBED AREA NOT COVERED Br NOTE A7 ABOVE AND NOT PAWL,,
SOLOED OR BU/CT UPON BY NOVEMBER 1ST, l7R 01SIUR80 AF7ER 7NAT
a47E /S 70 BE MULCHED W77H Mr OR SIRAW MULCHED AT IRE RATE
OF TWO TONS PER ACRE AND OVER-SEELED AD LATER 7MN 15TH.
B. AT THE COMPLETTON OF CONSTRUCTION ARDIECIS AND PRIOR 70 THE
RELEASE OF THE BOND, ALL TEMPORWr SEDIMENT AND EROSION
CONIROLS SFNLL 9£ REMOVED AND ALL DISTURBED AREAS 5H4LL BE
STAB/L/ZED
PERMANENT STAMIZAT/ON.•
ALL AREAS DISTURBED BY CONSTRUC710N WILL BE STABILIZED KIN
PERMANENT SEEDM W77HIN 7 04Y5 OF RNLSHED 6RI0ING SEEDING
)WLL BE DONE IN ACCO104WE W17H SEED MIXTURES SPEaRW LN THE
PERA(ANEWL r SEEDED AREAS SHALL BE PROJECTED aIRIALI ESTABLISHMENT
#77H STRAW MULCH. (7EAIPORARY SEEDING /S REOUIREO WI7HIN 7 D4YS
OF ROI/CH GR4D/MS TF 7HE DISTURBED AREA /S ALIT BROUGHT IO RNISH
GRADE WRHLN 7TTE JO 04YSf PERMANENT STAWIZA710N SHALL BE APPLIED
TO AREAS 7H4T ARE TO BE LEFT DORUWr FOR MORE RLW ONE YEAR.
MWENWE•
TN GENERAL ALL EA'OS/ON AW SEDIMENT CONTROL MEASURES WILL BE
CHECKED LOLLY AND AF7ER EACH S/CNIf7CANT R41NFALL. THE f0LL0)WAC
ITEMS WLU BE CHECKED LN PARLTCULAR.
1. ALL SEEDED AREAS WILL BE CHECKED REGULARLY 70 SEE THAT A GCLID
STANo /S MWNNED. AREAS SHOULD BE fERALIZED AND RE5EEDEO
AS NEEDED. RILL ER051ON SHALL BE REPAIRED 1MMEDN7EZY.
2 ALL DAMAGED RROSON AND SILTAPON CONTROL SIAX7URES WU BE
REPAIRED Br THE END OF THE LWY.
J NL SILT FENCE SHALL B£ AJSPEOav /MMED417ELY AA7ER EACH
R1/NFNL AND AT LE45T LW/CY DURING PROL00MV kMNFALL. ANY
REQUIRED REPAIRS SHKL BE U40E IMMEM71ZY. SEE THE MOST
CURRENT EDI770N OF IRE NR1504 EFOSM AND SEDIMENT CON7ROC
H4NOB00K fOR A00/IKAL4L CONS/OFRAnOM REOMALI MNNMNWF
AND UPKEEP OF SKr FENCE
SEDIMENT OEMSI7S SHWO BE REMOVED FROM THE SILT FENCE
A7ER EACH STORM EVENT. 7HEr MUST BE REMOVED WHEN MMS175
RE 0H APPR0X1U47ECr ONE-H4LF THE H£/CHT OF THE B4RR/ER.
go
3d0 L ° 0
0
d0
° ° o
°
PLAN
La
�d
-I I I -I I I III-)
11=1
FILTER BLANKET
SECTION AA
OUTLET PROTECTION DETAIL
FOR FLAT AREA
MANAGEMENT STRATEGIES.•
1. CON37RwTaIt SHOULD BE SEQUENCED SO 7TNT GRADING OPER4TKA5
GIN BEGIN AND END AS OfW1(Z r AS POSSIBLE.
1. PERIME7ER COWROLS AND SEDMENT 7R48IM MEASURES SH4U BE A(STACLZW
AS THE RRST STEP IN GRADING:
J 7EMPORARr SEEW OR 07HER STABIUZ4MV 9Wi fVUOW
IMMEDL47EZYAF7ER GRADING.
4. AREAS WHIN ARE NOT TD BE DISTURBED SHALL BE aam r M4RYED Br
RAGS, SIGNS ETC:
5. WE dV19 SUPERINTENDENT SMU BE RESPONSIBLE FOR THE
INSTALL471ON AND MUIYIEAWNCE OF ALL EA051aV AND SEDIMENT
CONIhYJLS, A001TK7N4L EROSON CONTROL MEASURES OnVEO NECESSARY
Br THE INSAF00R SIML BE ASTACLEO IMMEmmu UPON REQUEST.
6. E70-WN CON7M DEVICES SHALL BE REMOVED AS CONSIRUC17ON /S
COMPLETED AND DISTURBED AREAS ARE STLL/= LVVLYAF7ER
APPROM BY THE INSPECTOR
ERGS/ON AND SEDIMENT CONTROL NARRATIVE
DESCRIPTION OF PROJECT: THIS PROJECT CONSISTS OF CONSTRUCTION OF
A 18 LOT SIGLE FAMILY RESIDENTIAL PROJECT, INCLUDING 31 FOOT ROAD
AND STORMWATER CURB OUTLET SWALES ROAD NORTH OF NC HIGHWAY 70,
THE TOTAL SITE AREA IS 8.2RES. THE TOTAL DISTURBED AREA FOR THE
PROJECT IS ALSO 8.2 ACRES.
EXISTING SITE CONDITIONS: THE EXISTING DRAINAGE PATTERN FOR THIS SITE
IS GENERALLY IN TWO DRAINAGE DIVIDES TO EXISTING DITCHES., WHICH
ULTIMATELY DRAINING LESS THAN ONE HALF MILE TOWARDS THE NEWPORT
RIVER, CLASSFIED AS A SA WATERS. EROSION AND SEDIMENT WILL BE
CONTROLLED USING A COMBINATION OF CONSTRUCTION ENTRANCE, SILT
FENCE, ROCK CHECK DAMS, INLET PROTECTION, AND SEEDING.
EROSION AND SEDIMENT CONTROL PROGRAM: WATER QUALITY AND
SEDIMENT/EROSION
CONTROL IS OF EXTREME IMPORTANCE. IN ORDER TO BEST CONTROL
IMPACTS ON THIS WATERSHED, STRICT COMPLIANCE WITH THIS PROGRAM AND
STANDARDS IS REQUIRED. WE ARE THEREFORE SPECIFYING A SPECIFIC
SEQUENCE OF CONSTRUCTION THAT SHOULD MINIMIZE IMPACTS ON THE
DOWNSTREAM TRIBUTARY.
1. CLEAR ONLY ENOUGH AREA TO CONSTRUCT THE TEMPORARY
CONSTRUCTION ENTRANCE AND SILT FENCE.
2. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCES IN THE LOCATIONS
SHOWN ON THE PLANS. MUD AND DEBRIS SHALL BE CLEANED FROM ALL
CONSTRUCTION EQUIPMENT AND VEHICLES PRIOR TO EXITING ROADD.
THE SEDIMENT LADEN RUNOFF WILL BE TREATED BY A NEAR BY EROSION
AND SEDIMENT CONTROL DEVICE. WATER FOR CLEANING VEHICLES WILL
BE PROVIDED BY WATER TRUCK.
3. INSTALL SILT FENCE SHOWN ON THE PLAN UNTIL SUCH TIME AS THE
UPLAND SURFACES ARE STABILIZED.
4. RELOCATE NECESSARY UTILITIES, CONSTRUCT CATCH BASINS AND INSTALL
INLET PROTECTION.
5. GRADE SWALES AND INSTALL ROCK CHECK DAMS
6. PLACE BASE STONE FOR PAVEMENT.
7. FINE GRADE SITE AND INSTALL ALL LANDSCAPING, INCLUDING SEEDING
AND FERTILIZING ALL GRASSED AREAS.
8. INSTALL BASE COURSE ASPHALT PAVING.
9. CLEAN SITE OF ALL TRASH AND DEBRIS.
10. INSTALL FINAL PAVING AND SHOULDERS
MAINTENANCE PROGRAM: THE SITE SUPERINTENDENT, OR HIS/HER
REPRESENTATIVE SHALL MAKE A VISUAL INSPECTION OF ALL MECHANICAL
CONTROLS AND NEWLY STABILIZED AREAS (I.E. SEEDED, MULCHED OR
SODDED AREAS) ON A DAILY BASIS AND AFTER EACH RAINFALL EVENT TO
INSURE THAT ALL CONTROLS ARE FUNCTIONING PROPERLY. ANY DAMAGED
CONTROLS SHALL BE REPAIRED BY THE END OF THE WORK DAY, INCLUDING
RESEEDING AND MULCHING IF NECESSARY. THE CONTRACTOR MAY INSTALL
ADDITIONAL MEASURES SHOULD HE DEEM IT NECESSARY .
SFFDAtl IMXl1MPE DP£ 211E
SOMM LESPIE" .v
Arowdaynm COMMON 10
GERMw wxLET 10
1. L7" bpm9 wN +c..•D' M to Amp" E.d
2 RO 1M wwh m.o a k. Axr (I BIM.. drga
J Ran... wT --&-t d &* x b+Wi+.. nmb.w. k•M•P AAAb
..c .WAD' arwo mid ...4wm.
A MPY WH.."bn Aw. ( A oB.wx. a " b.4 JOW ft pw-
omn /.rblkw ( 10-10-10 at 0 .ob of 5W-1000 ft pr
oomi 500-E00 x.a ow m.. a.gpopk gpvA, n w•.SWw'.e.
5 MAN ...d a.. 1•.ab A..A.•.d B.d aW "wr a..d ARBAID' nm
aAlpa a oSA.r ..aft aA0ma 1
A A**b Bn m~ Nb ft. t .4.. A• AW L e m1. of M A../.
.`` -
•p4rr,.
2 tea`
0
:NNE•. 0��.

00
B
N
a-
o
E
�U')
o
`J)
N
co
co
_ cV
N
NI
0
N
x
c0
co
�
C
c
I1
A
X
X
0
'a
co
w
N
3a_3
o'er v
c �
T"
O O
o_
o _l o_
OEM
:■�illsiI■
I■,nm:-him
SITE LOCATION
NCS 1177
COUNTRY CLUB R
.. nnra .uC�o
Illlln ulll� p
a 1
TOWN OF MOREHEAD CITY
STORMWATER PLAN
CONTRACT NO. 71 -WATER TREATMENT PLANT NO. 4
CAPTEflET COUNTY, NORTH CAgOLINA
DUNE 43 2012
INDEX
OF PLANS
Contract No. 71
— Water Treatment Plant No, 4
Paae
n
1
Cover Sheet
2
Stormwater Plan
— Drainage Areas
3
Stormwater Plan
— Site Plan — Well House
4
Stormwater Plan
— Site Plan — Water Treatment Plant
5
Stormwater Plan
— Site Plan — Pump Station
R
0
d
z
U
m
—
n
o�
��
^
CO
U
�r ';
U N N M
W
pGxZmm
J
6903
¢
�
Qz 0 0 J�
K waat,E
O12roo
OA2,
F LL
C
c
W
�o
LU-U
m m�iy
LLUJ<nu�i�
C N r I n
wg �Z0�
OZO>Gc4
0: ea t t,E
m a
OUm
:f
LL �ia
� LL
3
n �
i > M r
Co 0 m m m
a m
1 � n
w1 0 0- i s M
d LO
1 vOi U w Q
v n
o a a
N N r
a U o 0
55
o 0 0
m
LJ Q 0 1 N
O Q a z �j Z N
z zof N 3
U O Y
p ri ri K O O U z
I z � �
0 �
a a a a�� chi a
Q
z
x
V U
O T
Z O
z z
APPROVED �� g
XolTlri WaM ENVIRONMENTAL z
MANAGEMENT COMMISSION w z
DIVISION of WATER QUAtttlf I- g Q
J u�� 0 W w _
�nF- W
w W O
o Q g
_ a 0* ED p 0
i1 V 1, Z J12 U) Z
._ Z _ O
F— F—
V
C ' Q
�o �O ,,,,,,gT %, w z
;o 1 Z
SEAL = c-) _ _ ' L O I
c 1972 P c ^:v 9q` C) w
IN w
YN
SHEET 1 :OF:5

00
E
IU
o-
•11
L
N
U
O
N
O
E0
00
U O-
I 0)
to
It Do0
% t7
C CJ
O
XIt
N
00
O
C m
j
rn 7)
LEGEND
LEGEND
+6.26
Existing Spot Elevation
Lc
LC
Limit of Construction Line (Clearing Limit)
7.75
Finished Grade Spot Elevation
Proposed Edge of Asphalt
----8------
Existing Grade Contour Line
x
x
Proposed Fence
8
Finished Grade Contour Line
w
w
Proposed Water Line
-- - - - - - - - - - - -TB - - - - - - - - - - - -
- Temporary Drainage Contour Line
Rw
Rw
Proposed Raw Water Line
-- --
Right -of -Way or Property Line
Ss
Ss
Proposed Septic Lines
- - - - - - - - - - - - - - - - -
- Utility or Drainage Easement Line
ST
ST
Proposed Storm Sewer
Proposed Drainage Flow Direction
FM
FM
Proposed Waste Water Force Main
0 EIP
Existing Iron Pipe
SA
SA
Proposed Sanitary Sewer
- -w- - - - - -w- - -
Existing Water Line
w
w
Proposed Chlorine Sample Line
(1/2" Schedule 80 PVC)
--------------------- ------- -------------
Existing Storm Sewer
UE
uE
Proposed Electrical Duct Bank
ELEV = 6.0
\ POST CONSTRUCTION CALCULATIONS
\ \
\ \ SWALE 1 SWALE 2
\ Q10 7.95 cfs 4.3 cfs
\ VELOCITY 1.25 fps 1.05 fps
\ DEPTH OF FLOW 1.50 ft 0.90 ft
\ SLOPE 0.1% 0.1%
\
\
\ I \
\I
\
\
I \ \
I \
\
\
\ \ 7.57
IP
4c
25 DRAINAGE \
EASEMENT. \ `
I \
\ \
1904 CLUBHOUSE DR)
BLAIR FARM S\D \
MAP BOOK 1229, \
I PAGE 337 \
ZONE R-20 \
\
H
PROPOSED - CN71
8" PVC, SON 21.
200 PSI WATER LINE
PROPOSED CN71
SILT FENCE 8.30+
PROPOSED CN71 ,A,=
8" DIP, CLASS ' " _
350 WATER LINE 8.
PROPOSED - CN71 PVC
12- PVC, SUR 21.
200 PSI RAW
WATER LINE 6"
WOODED DIP
AREA TO
REMAIN x
ERQEa
1171 3
V�88' T
HAINUNK
\\ FENC
LC
p x
20'
DO NOT EXCEED
3 HORIZ. TO 1 VERT.
SIDE SLOPES
3
EL3
\ \ �\
\\//\// O
\ SWALES DESIGNED TO CARRY 10 YR. STORM WITH
NON -EROSIVE VELOCITIES. SWALE SIDE SLOPE TO
SWALE 1 - DRAINAGE AREA 2 BE PLANTED WITH BERMUDA GRASS.
SWALE 2 - DRAINAGE AREA 3
FAYE BARDWELL
TRACT 12 HH SCOTT DIVISION
MAP BOOK 1247, PAGE 38
ZONE R-20
SITE GRADING CONSTRUCTION NOTES SITE PIPING CONSTRUCTION NOTES CONTRACTOR'S SITEWORK RESPONSIBILITIES
1. Clear and grub entire site within the limits of construction. All trees, shrubs, bushes, 1. This piping plan is diagrammatic only. Additional piping and/or fittings may be required CONTRACT NO. 71 - WATER TREATMENT PLANT NO 4
debris, etc. within the limits of construction shall be removed and disposed of in to avoid conflicts, tie-in to existing lines, and/or provide a complete and fully
accordance with applicable Federal, state, and local laws, rules, and regulations. Disposal operational system. The CONTRACTOR shall provide all piping and fittings as required at 1. Water Treatment Plant Building, Well Pump, Well House, and Chlorine Building.
site shall be provided by the CONTRACTOR. Clearing limits are the property boundary no additional cost to the OWNER.
unless shown otherwise. 2. Sanitary Sewer Pump Station. -
2. See other pages for detail piping arrangements, inverts, and pipe locations.
2. Construction shall be confined to the area within the limit of construction line shown on 3. Waste Water Flow Equalization Tank.
this sheet and the rights -of -way of adjoining streets and roads. Construction within 3. All ductile iron pipe outside buildings and/or Structures shall be Class 350 with
adjoining streets and roads shall be limited to that required to install proposed push -on or mechanical joints unless shown otherwise. 4. Site piping including all pipe, fittings, valves, accessories, and tie-ins to piping installed
improvements under this CONTRACT. by others.
4. All water piping 2" or smaller, except chemical feed piping and where shown otherwise,
3. Grade, shape, and landscape site to provide positive drainage over the entire site and to shall be Schedule 40 chlorinated polyvinyl chloride (CPVC) in accordance with 5. Site grading and landscaping including clearing and grubbing, erosion and sedimentation
drain surface water away from buildings and other structures. Slope ground surface Section 15410 of the SPECIFICATIONS. control, borrow, and seeding. CONTRACT 71 shall provide clearing and grubbing,
away from buildings and other structures. - landscaping, erosion and sedimentation control, grading, borrow, and seeding for
5. All rigid chemical feed piping shall be Schedule 80 polyvinyt chloride (PVC). CONTRACTS 72 and 73.
In
4. All roadway and parking areas shall be surfaced with a six (6) inch thick layer of
O
Coarse aggregate base course (NC DOT Type A) and paved with two (2) inch thick 6. Concrete thrust blocks, rodding, gripping rings and restrained joints shall be installed in 6. Coarse aggregate. base course (CABC), asphalt paving, and concrete sidewalks.
N
Type SF 9.5A. accordance with Section 02668.of the SPECIFICATIONS.
w
7. Chain link fencing and gates. - -
Of
5. All disturbed areas shall be seeded and mulched within seven (7) days after completion 7.. Water lines shall have a minimum of three (3) feet of cover in all directions, except
of grading operations. Entire area within the limits of construction shall be seeded and that water lines installed in ditches or ditch slopes shall have a minimum of four (4) 8. Water Treatment Plant sanitary sewerage piping to the Pump Station and force. main
mulched except that areas within the limits of buildings, structures, CABC surfacing, and feet of cover in all directions. piping from Pump Station to connection with City Sewer System.
undisturbed areas with a well established grass cover shall not be seeded and mulched.
8- Water containing chlorine residual shall not be discharged within one thousand (1000) 9. Acceptable temporary road access for construction of CONTRACTS 72 and 73 shall be
�
6. Erosion control measures shall be installed prior to beginning construction and shall be feet ofsurfacewaters. Flush water containing chlorine residual shall be discharged into provided by CONTRACT 71, to include maintenance during. the construction process.
a
maintained in continuous operation until the final grass cover is well established. Erosion diked ditches and contained until no chlorine residual remains.
control measures shall be removed by the CONTRACTOR after the final grass cover is 10. Coordination with electric utility company to provide electrical service to the Treatment
o
well established. Plant.
7. Swale and/or ditch slopes shall be no steeper than 3 horizontal to 1 vertical. 11. Service entrance, standby generator, and system grounding for the Treatment Plant.
0
B. Existing ditch designated to be filled shall have all organics and muck removed and 12. Electric duct banks, conduit, and wire from the Treatment Plant building to other
backfilled with clean borrow material. structures in accordance with the Duct Bank Schedule, Conduit and Wire Schedule, the
c
PLANS, and SPECIFICATIONS.
Z
CONTRACT NO, 72 - WELL NO. 6
-
1. Well.
In
U r
CONTRACT NO. 73 - E.S.T. NO. 4
m
1. Elevated. storage tank.
Z m M
- - - - - - - - - - -
U) W m r
- - - - 2.- 5tle--plpmg-Qp-ty comTectlrnT point--wiHr-E6PFHtABT 7.1. - - - -
WIJL
3. Electrical boxes for the Elevated Storage Tank
0 XZ_+m
�--
NOTE: conduit, wire, junction and connections
X Co m a,
0y
o NO ENCROACHMENTS OBSERVED NOTE: Obstruction Light (terminate 5' above ground level). I
Q
_ Q. • Z m p ao
"r ELEVATIONS BASED UPON NAVD 1988 DATUM BOUNDARY & TOPO INFORMATION TAKEN FROM SURVEY PREPARED I
'� w d v t E
oe`o AREA SUMMARY BY JAMES L. PHILLIPS PLS, DATED .12/06, ENTITLED BOUNDARY &
U 12 In o T0
7 y '�
o PERIMETER: 3,854.81 FT. TOPOGRAPHICAL SURVEY FOR S.F. BALLOU.
0 c m li
LOT: 356,161.26 SQ. FT. DEED REF. 1055/30
TOTAL AREA: 8.18} ACRES MAP REF. 9/18
a Cj
` DISTURBED AREA: 5.88 ACRES TAX PIN 638718413889000
d
ZONE R-15 ADDRESS: 1545 COUNTRY CLUB ROAD I
Z
MOREHEAD TWSP, CARTERET CO., N.C. I00
00
ELEVATIONS BASED ON 1988 DATUM
(1988 DATUM) +1.04 FT. = 1929 DATUM
Q o
rn
1 1
W
I I
LU
0 12 d NNN
I
u_inen ri A.
0 s` N h n
i
aFa!I Z NUNi
K C C3 N N
I
oZd'> c
@t.mEm
_ FLL
I
3
1
I I
PROPOSED - CN71 I 1
ACCESS ROAD I I
PROPOSED - CN71 6" CABC / 2" SF9.5A PROPOSED - CN71
12" PVC. SDR 21, PROPOSE - CN71 ACCESS ROAD
I
PROPOSED - CN71 200 PSI WATER LINE GRAVEL FILTER k
PROPOSED - CN71 �5.43
ACCESS ROAD PROPOSED - CN71 PROPOSED - CN71 RAP CHECK DAM 6" CABC / Y SF 9.5A
50 LF 15" RCP STORM y9 gLRIP
6" CABC / 2" SF 9.5A SILT FENCE 8" PVC, SDR 21, PIPE W/2 EA FLARED B.e4-I-g,11 PROPOSEp - CI PROPOSED - CN71 1 5 8 5. 5
}6.61 200 PSI WATER LINE 493 END SECTIONS PROPOSED - CN71 6,5 H5.88 16" DIP, CLASS 4576 PROPOSED - CN71 32 LF 18' RCP
NS '18'41 "E_ / 350 WATER LINE SILT FENCE _y'SS .STORM DRAIN W/ 5.544 3
WOODED 7.03+ }8.31 +5.54 } '� +5.48 WOODED SIDEE S 0 ES TCH WITH 1 / _- / -_ _- -_ _ FLARED rND SECTION .EIP .4 I
_W -- W -- W -- w W W W-------------
:.
RW RW RW RW RW RW
Ol PROPOSED -OCN71 Ol 9y - - �l 0 Ol Ol 91Ol
CLEARING LIMITS �z PR[[�$[OSEO - CNI1 PROPOSED - CN71 PROPOSED - CN71
\ 12" PVC, SDR 21, CLEARING LIMITS 12" DIP, CLASS 350
\ 200 PSI RAW \ INLET WATER LINE
WATER LINE
-� PROPOSED - D S 35 2 \ I DIP, CLASS 350
INLET WATER LINE
PROPOSED - CN71
B TALL CHAINLINK
AREA TO \ AREA TO FENCE
REMAIN 738 +7.45 / REMAIN +8.28 +5.84 WOODED
REA T
LL HOUSE CN71 AREMAIN J
PROPOSED - CN]1
n
NO WETLANDS EXIST ON THE
10' x 10' x s^ THICK
CONCRETE OVERFLOW
g
r OPERTY AS PER USACOE SPLASH BLOCK AND
7\ ,28 r - P I RIP RAP
WOODED PROPOSED - CN71
R
SIG MAP DATED MAY 2 2012
PROPOSED - CN71 i'..•
6" DIP, CLASS
350 FORCE MAIN
EXISTING •'
6" PVC FORCE
MAIN
20' DRAINAGE
\ EASEMENT
oe
ye
T�e�Y
H
x EXISTING
/ 6" PVC, WATER
EXISTING
MANHOLE
y PROPOSED - CN71
3501WAC ASSAREAAREA IN 6" DIP, CLASS , / 6" DIP CLASS
REMAIN 350 FORCE MAIN 6" FORCE MAIN
LC YC' LC LC LC LC LC LC LCLC LC LC/
FM FM FM FM -FM -FM -FM FM -FM -FM FMB`
]1
5.
73
���:• PROPOSED - CN71
CHLORINE STORAGE
PROPOSED CN73 BUILDING
ELEVATED STORAGE
TANK
+7.48 +6.98 t7.�-
}5.51
BM - BM71
8" DI CLASS
350 WRTER LINE\
\
\
\
1
\
DRAINAGE AREAS IMPERVIOUS
SURFACES
\
D1 = 23,588.26
1,191
\ \
D2 = 119,206.43
26,568
\
D3 = 110,908.52
5,858
\
D4 = 86,830.29
5,504
\
It
D5 = 10,983.39
1,904
\ \
De = 4,643.29
848
\
\
NCDOT R/W DRIVEWAY
808
TOTAL =
42,753
15.2'
ELEV = 5.5 2'
3
ELEV
POST CONSTRUCTION CALCULATIONS/ \\\/�\�j / 33 / 1
DO NOT EXCEED
3 HORIZ. TO 1 VERT.
SIDE SLOPES
SWALE 3
\�\\�\\
SWALES DESIGNED TO CARRY 10 YR. STORM WITH
QIO
0.73 cfs
NON -EROSIVE VELOCITIES. SWALE SIDE SLOPE TO
VELOCITY
0.67 fps
BE PLANTED WITH BERMUDA GRASS.
DEPTH OF FLOW
0.40 ft
SLOPE
0.1%
SWALE 3 - DRAINAGE
AREA 5
SUMMARY OF BUILT UPON
Well Building (20' X 24')
AREAS
526
sf
Chlorine Building (12' X 14')
205
sf
WTP Building
(70.33' X 67.67') X (11.67' X 44')
5,273
sf
Subtotal Buildings
6,003
sf
Streets (On -Site)
32,958
sf
Streets (Off -Site Driveway)
880
sf
Subtotal Streets
33,838
sf
Sidewalks
1,404
sf
Other (Includes 31.67'
1,508
sf
O.D. Tank Floor)
Future (Not Shown)
46,287
sf
Total
89,040
sf
Property Area
356,161
sf
(8.18 acres)
Total BUA
Proposed Immediate Project
42,753
sf
(12.00%)
Proposed Future
46,287
sf
(13.007.)
Total
89,040
sf
(257.)
ROBERT P. BOYD
TRACT 14 HH SCOTT DIVISION
MAP BOOK 523, PAGE 142
ZONE R-20
1 EXI NG
0 18 RC � ❑
TORM GRAIN 40 lyj m a7 0]
-- F"
m
CN7�- P 5'S I IN - 2.95 II N o1 n.L O
T RVEL O O 5 3
a- a
_____ % _ _ _ ____ Ef - t_ 94 XI NG O ? O It a
74
PROPOSED - CN71 ll// / / �- - - - - - - S RC STORN to f`
WATER TREATMENT x D4 '//'^ -_--_--'---- ---^��11 40 LF1 ,P .6 RIN O
PROPOSED - CN71 STORM D f
PLANT fit, I I I I PROPOSED - M71 ROCK PIPE INLET I I I I .FLARED f GTIUN - / ID to n
11 1 I - XISTING U
_ TEMPORARY SEDIMENT PROTECTION 1 1 I I N N I�
I BASIN TOP - 5.5 PROPOSED - M71 WA a O O
+5.9 +5.9 nn +5.97 +8.05 I I T7-� }5.99 BOTTOM - 3.5+ a'I 7A4L CHAIN+K I INE UI, (a t
-III 5.93 1 1 1 1 5.77 N`I 1 % O O.
tiff
III( to
1 I I I I I I D 6 lal LU _
IIII I I I PROPOSED - CN I I I I •j II I } 1 _ N
U
U1 x I I - CN71 8" DIP. CUBS 51 Ill O
PROPOSED CN71 PB CN71 11� C80P25EN I`yN73 ANHOLE -.- _ _ SANITARY SEWER IPE E 8 Z LLI
Z N
TEMPORARY DITCH 6" DIP, CLASS \�� ® 8" PVC. � ,3 -per _ _ _ _ _ _ _ _ _ _ _ _ Pe y r N77.. II Z „: to
WWWEEERRR T ' 7 IWa
TO SEDIMENT TRAP 350 F CE MAIN ` _ _ _ _ _ SANITgR� Y - _ _ _ _ _ 44- - _ - - _ - - - W Ml
- J
_ ____ _ 1M.J.1
PROPOSED - CN71 _ ry � O O II Z
_ _ _ _ / - - _ - - - - - - - - _ EVERGREENS - - / 6" DIP, CLASS \ I ❑ Z Z • O
__ E__ -- FLOW MEASURING $ U'
_ __ _ _ _ - -- /. 350 FORCE MAIN
i0 REMAIN STRUCTURE MW�
SA SA A CCESSI J OJ U Z
�I ❑ a �{
F F F I RIVEWPY 6' �X 7
Q Q Q ¢ U Q
.79 - 3.59 --. -r --= SF 9. U U U a ❑ V) ❑
.93 f- -► .55 PROPOSED 31*1 - - - .30 - 3� 0.00 _�-�.05�5.49 -5 EI 5I
PROPOSED - CN71 MANHOLE -► Ii - N71
WASTEWATER ROW a AR C E DAM
EQUALIZATION TANK pRWOLE0 - CN 71 p
��5.95 MANHOLE 1
3.15 ROBERT P. BOYD w1 5.}a 4�{1S2 1 Q
TRACT 15 HH SCOTT DIVISION p I S MM�DRAIN Z
MAP BOOK 567, PAGE 362 o I 1 -r
WATER TREATMENT PLANT BUILDING SURCHARGE CONSTRUCTION NOTES
1. The CONTRACTOR shall prepare the site of the water treatment plant (WTP) structure
(building) in full and complete compliance with the recommendations provided in the
subsurface report prepared by Froehling and Robertson, Inc. and included in the Appendix
to the contract documents. Highlights of the report are described below.
2. The CONTRACTOR shall remove all existing material beneath the building structure and
within 5 feet of the structure to elevation 3.0 ft (approximately. 3 ft beneath existing
land surface). Groundwater shall be controlled by the CONTRACTOR to an elevation of
approximately 1.0 (2 ft beneath the undercut elevatio
n of 3.0).
3. CONTRACTOR shall install Geogrid Tensar BX-1100 across the enitre excavated area.
The first lift of clean sand (less than 10% fines) shall be placed above the Geogrid
for a height of 2 to 2.5 ft and compacted in place in accordance with the F&R
recommendations.
4. CONTRACTOR shall continue to provide clean sand backfill to elevation 8.0. Above
elevation 8, the CONTRACTOR shall use on site materials to bring the surcharge to
elevation 16.0 over FILTER ROOM 102, to. include the area outside the filter room within
5 ft of the filter room footings (area approximately 60 ft x 68 ft). CONTRACTOR shall
be responsible for preparing and handling the onsite materials to enable their use as
surcharge material. -
5. The CONTRACTOR shall provide settlement measuring plates such that settlement of the
building structure area may be monitored. Upon completion of settlement, the ENGINEER
shall authorize the CONTRACTOR to remove the surcharge and begin construction of the
building.
6. The bottom of the building footing shall be elevation 5 ft, which. will be 3 ft below the
finished floor elevation of 8 ft.
7. The CONTRACTOR shall remove the excess surcharge materials and stockpile onsite.
CONTRACTOR shall maintain the stockpile onsite until final placement following completion
of all other construction activities. Final placement will be in the area of the temporary
sediment basin. Final placement shall be evenly distributed in such a manner to
accomodate drainage and landscaping.
ZONE R-20 F i \ O
1 \ v
P/P O
-- -- -�-- ECM I I Z
Z
EXISTING PKNAIL Z to
NAD.83 (2007)
CENTERLINE INTERSECTION Z
OF SR 1177 & BOYD LANEI
I I I IY 2
W U
EROSION CONTROL ACTIVITIES - ORDER OF CONSTRUCTION LU >
1. The CONTRACTOR shall construct the temporary construction entrance and site silt I Q 0 fencing immediately upon beginning construction. I I iZ Q
Lu
2. The CONTRACTOR shall excavate, seed and stabilize proposed ditches PRIOR to connecting I W
the new ditches to the existing ditch system. I. p
3. The CONTRACTOR shall excavate, seed and stabilize the proposed temporary sediment I I I Z W 0
0.
basin, piping, and ditch system that routes site drainage to the temporary sediment I g W
basin. I D_ Q
4. The CONTRACTOR shall provide temporary grading to route all drainage from construction I I W
areas to and through the temporary sediment basin. I I LU
I I- i Q Q
5. Upon completion of all permanent construction, the CONTRACTOR shall fill and landscape I W Z
the temporary sediment basin and surrounding area. Z
6. The CONTRACTOR shall routinely inspect and maintain all erosion control structures in O O
accordance with the provisions of the State General Stormwater Permit. Z O
U) 0 1--
\`wt\1t11Utrrh,,7i
U w`tT\A N
PSSiOIClg7 N<i''•,� z
RF CEIVE SEAL _
_�- AL j�� - O W
,J 1 1 Z012 c 1972 ? _ n 7 9� ?tn_ U rr
T''�`' G'• '?�
F
'FGINEF�lv3��
"nnw% \4.`\�� /r . i mo%, `. �`\\� Q..
YNDtPL�\�`\ U
SHEET 2 OF OF 51

FAYE BARDWELL
TRACT 12 HH SCOTT DIVISION
MAP BOOK 1247, PG 38
PROPOSED - CN71 ZONE R-20
8" PVC, SDR 21,
200 PSI WATER LINE
00
N
d
co
N
0
in
U00
M
N
00
rn
c'
c
°'I
o
N
't
co
00
jc
�
c
�
T
x
x
00
o
n
a'
m�
c
y
o
� .�
0. o
0
p-
o_Ja
\\ \ \\\ \\\ \\ +7.57
`\ \\ 04-q \ IP------------ -
\
I \ U
\ \ \\ \ \ \\ PROPOSED - 91�171
\ 8" DIP, CLAS
\ \ \\\\ \\ \\ 350 WATE�NE,''
\
\ \ WOODED ;If
25' DRAINAGE �\ \ I EASEMENT AREA TO
! \ \ \ \ \ �z REMAIN
TALL CHAINLNK
I \ \ \ FENCE
PROPOSED - CN71
\ \ \ 10" DIP DRAIN LINE
PROPOSED \ \\\\\\\\\ \\ INVERT = 5.5
5 SY CLASS 1 \ �c , Lc_LC_J
RIP -RAP W/ \
I #57 STONE
AND FABRIC \ / I
\ U � UD UD
PROPOSED - CN71
\ \ \ \ \� SILT FENCE
1904 RFARM S\DL DR.
MAP BOOK 1229, PG MY \ \ \ \
ZONE R-20
\\ \\\\\\\\:::OOO\
PROPOSED - CN71
2 EA 8" 45- BEND, DI
8.
PVC PROPOSED - CN71
2 EA 12" 45'
8" BENDS, DI
DIP
PROPOSED - CN71
12" PVC, SDR 21,
200 PSI RAW
WATER LINE
PROPOSED - CN71
SILT FENCE
12'
`\ \\ \ ISP PROPOSED - CN71�
\ \ 1.5" WATER LINE
I \ 7.7e \ t 01 a, -
I \\\ \ \+\ \\ 3 PROPOSED - CN71
8" DIP, CLASS
350 WATER LINE
°
= 9.75'
PROPOSED - CN71 -
< \ \ 1 EA 8" 22 1/2' BEND, DI
° \ 1 EA 8" 45' BEND, DI
a FM FM -FM -FM .-
I n / PROPOSED - CN71
n 5.37+\ \� 1 EA 6" 22.5' BEND, DI
j ° \ /
° 01
°° V1 E T--
WOODED
r w w w w w w w w w w -- w -- -w--^ w rn
0
o rn
PROPOSED - CN71 5
o ACCESS ROAD
LLJ
>.1 .. \
CABC / 2" SF 9.SA
PROPOSED'- CN7
16 LF DOU�LE
ugoi LEAF GATE
�x 11
�Y
x Ei
1.
x n �\
5.20 \
+ 1e
x cri
WOODED
AREA TO
REMAIN
X\C\--------------------------------------------------
PROPOSED - CN 71 j PROPOSED - CN71 a A - ° 4 00 � A1\ \ \ Fh 7.41
CONNECT PROPOSED 6" DIP, CLASS a / e\a
6" DIP FORCE MAIN 350 FORCE MAIN q , " 6� / 8.5a PROPOSED
TO EXISTING 6" PVC ° . �� / / / \ \ \ 1� 1 EA RIP -RAP
RAP
FORCE MAIN " d // / / // ///�\ GRAVELFILTER
eDAM
/ \
° /EXISTING ��� ° ///FM / /// / \ \
/ 6" PVC FORCE /// / // \ }zss
/ MAIN e a
tsss d a %/ A � // � PROPOSED - C\`!71
e DIP, CLASS
< e // // 350 WATER LINE\\ \ ROBERT P. BOYD
/ \ \ TRACT 14 HH SCOTT DIVISION
PROPOSED - .GN71
1 EA 8" X- 6* TEE, DI 20' DRAINAGE \ MAP BOOK 523, PG 142
1 E4-8'22 1/2' BEND, DI EASEMENT \\ ZONE R-20
/ \ / /YEA 6" GATE VALVE & BOX \
1 EA 8" X 6" REDUCER, DI \ \
EXISTING \
1 EA 8" 90' BEND, Di \ CONTRACTOR'S SITEWORK RESPONSIBILITIES
11 EA 8" X 6" REDUCER, DI \\ \ CONTRACT NO. 71 - WATER TREATMENT PLANT NO. 4
11 EA 6" GATE VALVE & BOX
1 EA FIRE HYDRANT I_I
a a I I \\ \ 1. Water Treatment Plant Building, Well Pump, Well House, and Chlorine Building.
\ 2.. Sanitary Sewer Pump Station.
_ _ -
/ \ S a __W r-TTow q� uaBz- --To- -- -
° e \ 4. Site piping including all pipe, fittings, valves, accessories, and tie-ins to piping Installed
by others.
5. Site grading and landscaping Including clearing and grubbing, erosion and sedimentation
/ J / / EXISTING control, borrow, and seeding. CONTRACT 71 shall provide clearing and grubbing,
O SITE GRADING CONSTRUCTION NOTES
p t/ / 6" PVC, WATER LINE landscaping, erosion and sedimentation control, grading, borrow, and seeding for
/ J0 e / / 1. Clear and grub entire site within the limits of construction. All trees, shrubs, bushes, CONTRACTS 72 and 73.
debris, etc. within the limits of construction shall be removed and disposed of in
/ G / accordance with applicable Federal, state, and local laws, rules, and regulations. Disposal 6. Coarse aggregate base course (CABC), asphalt paving, and concrete sidewalks
/yr // MANHOLE site shall be provided by the CONTRACTOR. Clearing limits are the property boundary
EXISTING unless shown otherwise. 7. Chain link fencing and gates.
INV (S) = 1.95'
INV (NW) = 2.04' 2. Construction shall be confined to the area within the limit of construction line shown on 8. Water Treatment Plant sanitary sewerage piping to the Pump Station and force main
INV (NE) = 2.06' this sheet and the rights -of -way of adjoining streets and roads. Construction within piping from Pump Station to connection with City Sewer System.
/ adjoining streets and roads shall be limited to that required to install proposed
/ Improvements under this CONTRACT. 9. Acceptable temporary road access for construction of CONTRACTS 72 and 73 shall be
/ provided by CONTRACT 71, to include maintenance during the construction process.
3. Grade, shape, and landscape site to provide positive drainage over the entire site and to
drain surface water away from buildings and other structures. Slope ground surface 10. Coordination with electric utility company to provide electrical service to the Treatment
/ away from buildings and other structures Plant.
/ 4. All roadway and parking areas shall be surfaced with a six (6) inch thick layer of 11. Service entrance, standby generator, and system grounding for the Treatment Plant.
>\/ / coarse aggregate base course (NC DOT Type A) and paved with two (2) inch thick
Type SF 9.5A. 12. Electric duct banks, conduit, and wire from the Treatment Plant building to other
structures in accordance with the Duct Bank Schedule, Conduit and Wire Schedule, the
5. All disturbed areas shall be seeded and mulched within seven (7) days after completion PLANS, and SPECIFICATIONS.
of grading operations. Entire area within the limits of construction shall be seeded and
/ mulched except that areas within the limits of buildings, structures, CABC surfacing, and CONTRACT NO, 72 - WELL NO. 6
undisturbed areas with a well established grass cover shall not be seeded and mulched.
/ 1. Well.
/ 6. Erosion control measures shall be installed prior to beginning construction and shall be
maintained In continuous operation until the final grass cover is well established. Erosion CONTRACT NO. 73 - E.S.T. NO. 4
control measures shall be removed by the CONTRACTOR after the final grass cover is
well established. 1. Elevated storage tank.
7. Swale and/or ditch slopes shall be no steeper than 3 horizontal to 1 vertical. 2. Site piping up to connection point with CONTRACT 71.
8. Existing ditch designated to be filled shall have all organics and muck removed and 3. Electrical conduit, wire, junction boxes and connections for the Elevated Storage Tank
backfilled with clean borrow material Obstruction Light (terminate 5' above ground level).
WOODED
AREA TO
REMAIN
PROPOSED - CN71
CLEARING LIMITS
PROPOSED - CN71
6" DIP, CLASS
350 FORCE MAIN
-RW RW RW�.W -..W
\ F
a
PROPOSED - CN71 _
12" PVC, SDR 21,
200 PSI RAW
WATER LINE
d
WATER TREATMENT PLANT BUILDING SURCHARGE CONSTRUCTION NOTES
B
1. The CONTRACTOR shall prepare the site of the water treatment plant (W1P) structure
V
(building) in full and complete compliance with the recommendations provided in the
Z
2
0
subsurface report prepared by Froehling and Robertson, Inc. and Included in the Appendix
co
n M
to the contract documents. Highlights of the report are described below.
C9
r^
co
a
w
0
>u 2 t7
co
2. The CONTRACTOR shall remove all existing material beneath the building structure and
O
vJ
w
o
n N n M
= 0 n
z
within 5 feet of the structure to elevation 3.0 ft (approximately 3 ft beneath existing
F
�._
=
W o m o
m
land surface). Groundwater shall be controlled by the CONTRACTOR to an elevation of
_
Q
0
Z
y a 8 ;
approximately 1.0 2 ft beneath the undercut elevation of 3.0 .
PP Y ( )
U
F
9,
W 0 `o E
3. CONTRACTOR shall Install Geogrid Tensor BX-1100 across the enitre excavated area
�
V
m
32
mm f
oa
� a m W
The first lift of clean sand (less than 10% fines) shall be placed above the Geogrid
r
for a height of 2 to 2.5 ft and compacted In place in accordance with the F&R
F-
(n
recommendations.
Z
(n
d
4. CONTRACTOR shall continue to provide clean sand backfill to elevation 8.0. Above
V)
LLJ
Q
.
$
elevation 8, the CONTRACTOR shall use on -site materials to bring the surcharge to
O
c
elevation 16.0 over FILTER ROOM 102, to Include the area outside the filter room within
p
5 ft of the filter room footings (area approximately 60 ft x 68 ft). CONTRACTOR shall
F-
>
be responsible for preparing and handling the onsite materials to enable their use as
w
surcharge material.
i+I
Q
b'
W
o
a
5. The CONTRACTOR shall provide settlement measuring plates such that settlement of the
V)
V
n o
building structure area may be monitored. Upon completion of settlement, the ENGINEER
Ln
v
shall authorize the CONTRACTOR to remove the surcharge and begin construction of the
building.
LL
a.
V n N
f
z m
6. The bottom of the building footing shall be elevation 5 ft, which will be 3 ft below the
¢
�
t rj aw
finished floor elevation of 8 ft.
a0
o ° v
d
7. The CONTRACTOR shall remove the excess surcharge materials and stockpile onsite.
-
0-
Z->�s
Co I =-E
r W a -
CONTRACTOR shall maintain the stockpile onsite until final placement following completion
u W
of all other construction activities. Final placement will be in the area of the temporary
_
sediment basin. Final placement shall be evenly distributed in such a manner to
accomodate drainage and landscaping.
i
'
}
m
m
m
-.- C.ril'd1.�2"W�------ --^----
------- 166
O
J
a
W
m
0
.22
m
I
f
F
Go
0
0
a
zi
+ese
�
ct
:39
c
000
n
n
4
j
U
N
N
r
LEGEN D LEGEND
a
0
0
4
I
o
o
m
+6.2e Existing Spot Elevation Lc_Lc_ Limit of Construction Line (Clearing Limit)
y:
LU
L11
0
a
Z
Z
W
O
I
N
© Finished Grade Spot Elevation Proposed Edge of Asphalt
w
N
a
�
Z
Z
II
Z
---- -- . Existing Grade Contour Line -X-X- Proposed Fence
o
a
w
Z
a
a
a
°d
'o
a
Finished Grade Contour Line
-------------TB------------- Temporary Drainage Contour Line
-- -- Right -of -Way or Property Line
- - - - - - - - - - - -- -- Utility or Drainage Easement Line
Proposed Drainage Flow Direction
0 EIP Existing Iron Pipe
-w- - - - - -w- - - Existing Water Line
---------------- ----------------------- Existing Storm Sewer
SITE PIPING CONSTRUCTION NOTES
1. This piping plan is diagrammatic only. Additional piping and/or fittings may be required
to avoid conflicts tie-in to existing lines and/or provide a complete and full
operational system. The CONTRACTOR shall provide all piping and fittings as required at
no additional cost to the OWNER.
2. See other pages for detail piping arrangements, Inverts, and pipe locations.
3. All ductile Iron pipe outside buildings and/or structures shall be Class 350 with
push -on or mechanical joints unless shown otherwise.
4. All water piping 2 or smaller, except chemical feed piping and where shown otherwise,
shall be Schedule 40 chlorinated polyvinyl chloride (CPVC) in accordance with
Section 15410 of the SPECIFICATIONS.
5. All rigid chemical feed piping shall be Schedule 80 polyvinyl chloride (PVC).
6. Concrete thrust blocks, rodding, gripping rings and restrained joints shall be Installed In
accordance with Section 02668 of the SPECIFICATIONS.
7. Water lines shall have a minimum of three (3) feet of cover in all directions, except
that water lines installed in ditches or ditch slopes shall have a minimum of four (4)
feet of cover In all directions
8. Water containing chlorine residual shall not be discharged within one thousand (1000)
feet of surface waters. Flush water containing chlorine residual shall be discharged Into
diked ditches and contained until no chlorine residual remains.
w w Proposed Water Line
RW RW Proposed Raw Water Line
Z
J
ss ss Proposed Septic Lines 0
W
d• U
Proposed Storm Sewer d
Z
f- z
-FM-FM-Proposed Waste Water Force Main W Z (n
Z
-SA-SA-Proposed Sanitary Sewer 0 0- LLj
Proposed Chlorine Sample Line -J Z W V
w w (1/2" Schedule 80 PVC) W i
�E - -iE Proposed Electrical Duct Bank W `Q
D- W
F- �
W 1- 0
Z F- W
g to LL
0.
F- ti H Z
' 3 O Q T>
Z 0
\\
SSOC%`\\\�Nu fillCO V N
P
Q .op�P RqX p o '' �:� Z 0
V SEAL _ n _ - _ AL
1972 \ice _ O
° _ = n 03 ti _ U
V p// PyND1P+1��\\\U
ISHEET 3 OF 5 '

00
0-
L
0
0
3
0
i
17
d
7
T
c
0
U
n
0
'.7
00
� a
to I o
DO O
% t7
N
N
0
It N
0 r
01
X T
0
/00
O 3
o� v
c Iu
O T 0
L O O
0Ja-
+6.26
LEGEN
Existing Spot Elevation
Lc
LC
LEGEND
Limit of Construction Line (Clearing Limit)
z7s
Finished Grade Spot Elevation
Proposed Edge of Asphalt
---8 ---
Existing Grade Contour Line
Proposed Fence
x
x
Finished Grade Contour Line
w
w
Proposed Water Line
- - - - - - - - - - - - - T8 - - - - - - - - - - - - -
Temporary Drainage Contour Line
Rw
RW
Proposed Raw Water Line
-- --
Right -of -Way or Property Line
Ss
Ss
Proposed Septic Lines
- - - - - - - - - - - - - - - - - -
Utility or Drainage Easement Line
Proposed Storm Sewer
- -
Proposed Drainage Flow Direction
FM
FM
Proposed Waste Water Force Main
0 EIP
Existing Iron Pipe
-SA--SA-
Proposed Sanitary Sewer
- -w- - - - - -w- - -
Existing Water Line
w
W
Proposed Chlorine Sample Line
(1/2" Schedule 80 PVC)
--------------------------------------------
Existing Storm Sewer
ue-fie
Proposed Electrical Duct Bank
SITE GRADING CONSTRUCTION NOTES
1. Clear and grub entire site within the limits of construction. All trees, shrubs, bushes,
debris, etc. within the limits of construction shall be removed and disposed of in
accordance with applicable Federal, state, and local laws, rules, and regulations. Disposal
site shall be provided by the CONTRACTOR. Clearing limits are the property boundary
unless shown otherwise.
2. Construction shall be confined to the area within the limit of construction line shown on
this sheet and the rights -of -way of adjoining streets and roads. Construction within
adjoining streets and roads shall be limited to that required to Install proposed
improvements under this CONTRACT.
3. Grade, shape, and landscape site to provide positive drainage over the entire site and to
drain surface water away from buildings and other structures. Slope ground surface
away from buildings and other structures.
4. All roadway and parking areas shall be surfaced with a six (6) inch thick layer of
coarse aggregate base course (NC DOT Type A) cnd paved with two (2) inch thick
Type SF 9.5A.
5. All disturbed areas shall be seeded and mulched within seven (7) days after completion
of grading operations. Entire area within the limits of construction shall be seeded and
mulched except that areas within the limits of buildings, structures, CABC surfacing, and
undisturbed areas with a well established grass cover shall not be seeded and mulched.
6. Erosion control measures shall be Installed prior to beginning construction and shall be
maintained In continuous operation until the final grass cover Is well established. Erosion
control measures shall be removed by the CONTRACTOR after the final grass cover Is
well established.
7. Swale and/or ditch slopes shall be no steeper than 3 horizontal to 1 vertical.
8. Existing ditch designated to be filled shall have all organics and muck removed and
backfllled with clean borrow material.
ELEV = 6.0
POST CONSTRUCTION CALCULATIONS\\
SWALE SWALE
010 7.95 cfs 4.3 cis
VELOCITY 1.25 fps 1.05 fps
FAYE BARDWELL DEPTH OF FLOW 1.50 it 0.90 ft
TRACT 12 HH SCOTT DIVISION SLOPE 0.1% 0.1%
MAP BOOK 1247, PG 38
ZONE R-20 PROPOSED - CN71
PROPOSED - CN71 1 EA 16" X 16" TEE, DI PROPOSED - CN71
8" PVC, SDR 21. 1 EA 16" X 12" TEE, DI 16" DIP, CLASS
200 PSI WATER LINE 1 EA 16" X 8" REDUCER, DI 350 WATER LINE
1 EA 8" GATE VALVE & BOX
2 EA 16" BUTTERFLY VALVE & BOX
1 EA 12" GATE VALVE & BOX
SITE PIPING CONSTRUCTION NOTES
1. This piping plan is diagrammatic only. Additional piping and/or fittings may be required
to avoid conflicts, tie-in to existing lines, and/or provide a complete and fully
operational system. The CONTRACTOR shall provide oil piping and fittings as required at
no additional cost to the OWNER.
2. See other pages for detail piping arrangements, inverts, and pipe locations.
3. All ductile iron pipe outside buildings and/or structures shall be Class 350 with
push -on or mechanical joints unless shown otherwise.
4. All water piping 2" or smaller, except chemical feed piping and where shown otherwise,
shall be Schedule 40 chlorinated polyvinyl chloride (CPVC) In accordance with
Section 15410 of the SPECIFICATIONS.
5. All rigid chemical feed piping shall be Schedule 80 polyvinyl chloride (PVC).
6. Concrete thrust blocks, rodding, gripping rings and restrained joints shall be Installed In
accordance with Section 02668 of the SPECIFICATIONS.
7. Water lines shall have a minimum of three (3) feet of cover In all directions, except
that water lines Installed In ditches or ditch slopes shall have a minimum of four (4)
feet of cover in all directions.
8• Water containing chlorine residual shall not be discharged within one thousand (1000)
feet of surface waters. Flush water containing chlorine residual shall be discharged Into
diked ditches and contained until no chlorine residual remains.
20'
DO NOT EXCEED
3 HORIZ. TO 1 VERT.
SIDE SLOPES
2'
ELEV \\/,
_� 0SWALES DESIGNED TO CARRY 10 YR. STORM WITH
/1K /1K NON -EROSIVE VELOCITIES. SWALE SIDE SLOPE TO
SWALE 1 -DRAINAGE AREA 2 BE PLANTED WITH BERMUDA GRASS. PROPOSED - CN71
+5.43 1 EA 16" X 8" TEE, DI
SWALE 2 - DRAINAGE AREA 3 1 EA 8" GATE VALVE & BOX
1 EA 16' BUTTERFLY VALVE & BOX
\ PROPOSED - CN71 +5.54 4DI +5.46 WOODED
-�SILT FENCE -- \ .93} 1 EA 6" GATE VALVE & BOX
---------------------- 5 1 N53'18'41"E 1 EA FIRE HYDRANT
PROPOSED - CN71
\12" PVC, SDR 21. -
200 PSI RAW
\ WATER LINE
1
� I
� I
0 1
x. I
Q
H
O
Z
to \
w
0
♦-
W \w
V) \
LCLC
FMFM
PROPOSED - CN71
CLEARING LIMITS
PROPOSED - CN71
i6 LF DOUBLE -
LEAF GATE
PROPOSED - CN71
8' TALL CHAINLINK
FENCE
PROPOSED - CN71
10' X 10' X 6" THICK
CONCRETE OVERFLOW
SPLASH BLOCK AND
RIP RAP
- CN71
PROPOSED - CN71
12" DIP, CLASS 350
INLET WATER LINE
PROPOSED - CN71
2 EA 12" 45' BEND, DI
PROPOSED - CN73
12" DIP, CLASS 350
INLET WATER LINE
PROPOSED - CN71
1 EA 16 CHECK VALVE AND
CONCRETE VAULT
2 EA i6" X 12" TEE, DI
2 EA 12" 90- BEND, DI
2 EA 16" BUTTERFLY VALVE & BOX
1 EA 12" GATE VALVE & BOX
CN 71
CN 73
PROPOSED - CN73
-16" DIP, CLASS 350
OUTLET WATER LINE
+ 5.64
PROPOSED -CN73
5.7+
ELEVATED
WOODED
STORAGE TANK
AREA TO
.
REMAIN
J
x
SEE SWALE 2
CROSS-SECTION
PROPOSED - CN71
J
'<
6" DIP, CLASS
i
350 FORCE MAIN
6'
/
\ x
x x x
x
\
LC LC LC
LC LC FM
'FM -FM
-FM /
-FM -FM
-------+�
S53'41'32"W
---------------�
------
/--
1667.22----- ----
-
\
/
\
+ 6.40
+5.51
4.77}
1
SIDEWALK
3/4" - V-O"
1" RADIUS
ROBERT P. BOYD
TRACT 14 HH SCOTT DIVISION
MAP BOOK 523, PG 142
ZONE R-20
PROPOSED - CN71 PROPOSED - CN73
1 EA 12"x12" TEE, DI DITCH WITH 3:1
3 SIDE SLOPES
EA 12" GATE VALVE
BOX \-�- �---
-RW -RW RW RW RW. RW . Rw RW.---�. i
PROPOSED - CN71 POSED.- CN71
12".DIP, CLASS 8" 'DI P, 7
350 RAW WATER LINE 3 0 W T N'
5-
CONTRACTOR'S SITEWORK RESPONSIBILITIES
CONTRACT NO, 71 - WATER TREATMENT PLANT NO, 4
i. Water Treatment Plant Building, Well Pump, Well House, and Chlorine Building.
2. Sanitary Sewer Pump Station.
3. Waste Water Flow Equalization Tank.
4. Site piping Including all pipe, fittings, valves, accessories, and tie -Ins to piping Installed
by others.
5. Site grading and landscaping including clearing and grubbing, erosion and sedimentation
control, borrow, and seeding. CONTRACT 71 shall provide clearing and grubbing,
landscaping, erosion and sedimentation control, grading, borrow, and seeding for
CONTRACTS 72 and 73.
6. Coarse aggregate base course (CABC), asphalt paving, and concrete sidewalks.
7. Chain link fencing and gates.
8. Water Treatment Plant sanitary sewerage piping to the Pump Station and force main
piping from Pump Station to connection with City Sewer System.
9. Acceptable temporary road access for construction of CONTRACTS 72 and 73 shall be
provided by CONTRACT 71, to include maintenance during the construction process.
10. Coordination with electric utility company to provide electrical service to the Treatment
Plant.
11. Service entrance, standby generator, and system grounding for the Treatment Plant.
12. Electric duct banks, conduit, and wire from the Treatment Plant building to other
structures in accordance with the Duct Bank Schedule, Conduit and Wire Schedule, the
PLANS, and SPECIFICATIONS.
CONTRACT NO, 72 - WELL NO, 6
1. Well.
CONTRACT NO. 73 - E.S.T. NO. -A
1. Elevated storage tank.
2. Site piping up to connection point with CONTRACT 71.
3. Electrical conduit, wire, junction boxes and connections for the Elevated Storage Tank
Obstruction Light (terminate 5' above ground level).
PROPOSED - CN71 SAMPLE TAP
1 EA 8" X 1/2" SADDLE PROPOSED - CN71
1 EA 1/2" CORPORATION STOP GRAVEL FILTER &
1 EA 1/2" BALL VALVE & BOX RIP RAP CHECK DAM
2.96 i 8.50
+6.e4
+
aI d PROPOSED - CN71 SERVICE LINE
SEE SWALE 1 e.t IIIIII i EA i6" X 2" SADDLE
CROSS-SECTION I I I�I 1 EA 2" CORPORATION STOP
1 EA 2" GATE VALVE & BOX
1 EA 2" WATER METER & BOX
A _ 1?YINY A _.I _-
• : • • • r �,
a:Ta• •I"7a•
- 24=LF=EL liv-0
FILTER CHECK
_GATE
5 / -�- 7T- - °�- ° - - + 5.63 . RW RW x
�� i�j -•-5- 5so C.O 5.m PRO
P . - CN?1 .
5.0 - - - --- - '" M - - PROPOSED - CN71 'Pss 12" PLUG. DI
I �5.3i 2 EA 12"'45'
'd � s 1 EA 12" GATE
I' ° N �' BENDS,. DI G• VALVE & BOX
IIw' w w w
14 �5.17 PROPOSED. - CN7 CN71 5' 6.30
I i III 1" PVC, SCH 40 1 f)
1 EA 6" 90' BENDDI
S2 I I WATER LINE 1 EA 6"x6" E, DI , /
11 3 ,
T1 PROPOSED - CN71
YARD ; 1'%i
WATER TREATMENT 0 W/M �1 x
I III HYDRANT PROPOSED CN71 PROPOSED - CN71 PLANT 24•63 I I 1 PROPOSED - CN71
HLORINE STORAG 6" DIP, CLASS FF = 8.00' 1
1 1 11I FF = BUILDING. 350 FORCE MAN 2" PVC, SCH 40,
7.50 I i WATER SERVICE
B.00' 7 w W
1 IIII 24' a J3 x
I
I IIIII'
+5.94 25; 911 + 5.97
III
+5.e2 ° if I IIII ,III
I 1 1 I
' I 1
t - CN71
1 EA " 90' BEND, Cr I i i
I I 1
cli
5 l 1 SI7; S\ ° PROPOSED = CN71 RSO. '1 li IS 111 x
PROPOSED - CN71. I EA 6" 45' BEND, DI
2 EA 6" ,45' BEND, DI'
6.25 PROPOSED - CN71 PROPOSED CN7
` . 6" PV.C, SCH40
'TEMPORARY DITCH .. • s
.DRAIN LINE � \ �
TO SEDIMENT iRAP I 1
PROPOSED - CN71 �KIN
P� - I _
_ . ___ _ _
TEMPORARY Rlf RAP II IIII..`. .. _� --- -----------
GRAVEL FILTER CHECK 11 .\\``` --"----
DAM (CONSTRUCTION 1 III ```` ````` _--------pjjOPQ$€- __CN71 ----
PERIOD DRAINAGE AREA PROPOSED - CN71 ;-_---- -MANHOLE___ ____.
IS < 1 ACRE) IIII ` `. 6" DIP, CLASS �' '__------- ------ - - - -- - - --
f2+M 7.sa
x x 350 FORCE MAIN ( ) -
II =
IN 140
1IIIIFW_ ------------------------ - - - - -- S
rM ------
IN 2 00
IN 150
O O • A <
_ _________ __- 'PROPOSED - CN71
IIII --- -- ------------ - ------------------- 1 EA 6" 45' BEND, DI
\11 x x. x x x. X x x x x x. x
III FM FM-FM-FM
FA1 FM j`r�/'��}J FM �r/�,/-��})\j._/,,/F�M��J Fm FM FM FM-FM-FM�j -
a I 5.75 5 0000 �l `�./ 05.DOO `-'�.l O `-'�./ �J OO ._. 00
i5 7 PROPOSED - CN71 5.55 RECEIVED
WASTEWATER FLOW EQUALIZATION TANK
\ 1 1 II INFLUENT SHALL BE OVER THE TOP
WITH 12" AIR GAP- BETWEEN THE �LII 1 �` 1OIt
PIPE AND THE TOP OF THE RING.
= 1 II GRATING SHALL BE PROVIDED INSIDE E31:
11 II THE INFLUENT RING IN LIEU OF A COVER
6 1 INVwT = 1.85
11 WASTEWATER FLOW EQUALIZATION TANK SHALL BE A �\P,SSOC�'ii ����111C1 Ro
+5.95
IIMINIMUM OF 10' X 20' X 7' INSIDE DIMENSIONS. THE
TANK SHALL BE DESIGNED FOR H-20 BRIDGE LOADING
AND SHALL HAVE A MINIMUM 8" THICKNESS
THROUGHOUT. RING AND COVERS (24' DIAMETER, ELEV
= 10.2) WITH RISERS LOCATED ABOVE INFLUENT AND
EFFLUENT PIPING. TOP OF GROUND SHALL BE 5.4-5.8
WITH TOP OF TANK ELEVATION 9.52. PROVIDE A
MINIMUM OF 12" THICK #57 STONE BENEATH STRUCTURE.
PROVIDE 4" PLUG VALVE AND VALVE BOX 3' BEYOND
STRUCTURE. A 4" CLEANOUT SHALL BE PROVIDED
INSIDE THE TANK ACCESSIBLE UNDER THE RING COVER.
SEAL n
1972
to i M r i
m pm m
O 175 0.
J r F m I!
li 0 `r y' FFa-- >O.
a s N U Q Ilk
EL 0 0
u(a
0 0 0
LJ I;j 0 I N
O Q Q Z OI N
U Z Z N N
O O II z z Z
a L9 N {
O 0 0 0. O < < F
Z
0
�
U
O
1-
Sz
0
z
Z
Z
W
Z
UJ
Q
c W
F-
w
>
a
U
t�
W
W
W
S w
F_
U)
W
U_
o
S �
Q
J Z
C O
N
O
Z
Z
O
0
U
i
U
Of
F
Q
U
SHEET 4 OF 5 '

M
3
6
N
I
0
0
a
I
r
<Y
I
04
N
0
c0
s7
v
N
3
T
U
2
(0
N
0
c0
I
00
CNI
LOIt
17
N
o+
c p
I N
0
o
C
c �
a� �
� T
XO
x v
00 41
N
ILO C
a
3a4)
old
C
3O
0 0 0
ono_
+e.ze
Existing Spot Elevation
©
Finished Grade Spot Elevation
-----8---=-
Existing Grade Contour Line
8
Finished Grade Contour Line
-------------T$-------------
Temporary Drainage Contour Line
-- --
Right -of -Way or Property Line
- - - - - - - - - - - - - - - - - -
Utility or Drainage Easement Line
------ 0-
Proposed Drainage Flow Direction
O EIP
Existing Iron Pipe
- -w- - - - - -w- - -
Existing Water Line
--------------------------------------------
Existing Storm Sewer
LEGEND
LC
LC
Limit of Construction Line (Clearing Limit)
Proposed Edge of Asphalt
x
x
Proposed Fence
w
w
Proposed Water Line
Rw
w
Proposed Raw Water Line
ss
ss
Proposed Septic Lines
Proposed Storm Sewer
-FM-FM-Proposed
Waste Water Force Main
SA
-SA-
Proposed Sanitary Sewer
w
w
Proposed Chlorine Sample Line
(1/2' Schedule 80 PVC)
-UE-UE
Proposed Electrical Duct Bank
FAYE BARDWELL
TRACT 12 HH SCOTT DIVISION
MAP BOOK 1247. PG 38
ZONE R-20
PROPOSED = CN7
- -
OE
-- +
L- PROPOSED
EXISTING DITCH TO BE
MUCKED AND FILLED
WITH BORROW
-- - - - - - - - - --- - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - -
I r r
I 1 I I
I I I 1
1 I I I PROPOSED - CN71
I 1 I I TEMPORARY SEDIMENT BASIN
1 I I I
1 I I I
I I I I
+ 6.05 I I 1 I = } 5.99
m m
I 1 1 I
I I I
1 I 1
I 1 I I
SEE TEMPORARY I I
DITCH CROSS SECTION 1
T6 -- ------- '-- ----- --- -- -- -- ---- ---
-- -- -- -- -----------------------------
- - - -- T4--- - - - - -- - ---------
---�
--f3-- - - - - - - - '
--------T4- -- ------------'- PROPOSED - CN71
_ _ _ _ _ _ _ PROPOSED - CN71
----'-T5- ------ -- �ROPOSEQ='CN71- MANHOLE
6" DIP, CLASS
EXISTING 8" PVC, SDR 35 350 FORCE MAIN RIM - 7.50
FEVERGREENS TO REMAIN SANITARY SEWER PIPE INV (NE) = 0.05
I INV (SW) = 0.15 �-
r
+5.78
SITE GRADING CONSTRUCTION NOTES
1. Clear and grub entire site within the limits of construction. All trees, shrubs, bushes,
debris, etc. within the limits of construction shall be removed and disposed of in
accordance with applicable Federal, state, and local laws, rules, and regulations. Disposal
site shall be provided by the CONTRACTOR. Clearing limits are the property boundary
unless shown otherwise.
2. Construction shall be confined to the area within the limit of construction line shown on
this sheet and the rights -of -way of adjoining streets and roads. Construction within
adjoining streets and roads shall be limited to that required to Install proposed
improvements under this CONTRACT.
3. Grade, shape, and landscape site to provide positive drainage over the entire site and to
drain surface water away from buildings and other structures. Slope ground surface
away from buildings and other structures.
4. All roadway and parking areas shall be surfaced with a six (6) inch thick layer of
coarse aggregate base course (NC DOT Type A) and paved with two (2) inch thick
Type SF 9.5A.
5. All disturbed areas shall be seeded and mulched within seven (7) days after completion
of grading operations. Entire area within the limits of construction shall be seeded and
mulched except that areas within the limits of buildings, structures, CABC surfacing, and
undisturbed areas with a well established grass cover shall not be seeded and mulched.
6. Erosion control measures shall be installed prior to beginning construction and shall be
maintained In continuous operation until the final grass cover is well established. Erosion
control measures shall be removed by the CONTRACTOR after the final grass cover is
well established.
7• Swale and/or ditch slopes shall be no steeper than 3 horizontal to 1 vertical.
8. Existing ditch designated to be filled shall have all organics and muck removed and
backfilled with clean borrow material.
SITE PIPING CONSTRUCTION NOTES
CONTRACTOR'S SITEWORK RESPONSIBILITIES
1•
This piping plan Is diagrammatic only. Additional piping and/or fittings may be required
CONTRACT
NO, 71 - WATER TREATMENT PLANT N0. 4
to avoid conflicts, tie -In to existing lines, and/or provide a complete and fully
operational system. The CONTRACTOR shall provide all piping and fittings as required at
1.
Water Treatment Plant Building, Well Pump, Well House, and Chlorine Building.
no additional cost to the OWNER.
2.
Sanitary Sewer Pump Station.
2.
See other pages for detail piping arrangements, Inverts, and pipe locations.
3.
Waste Water Flow Equalization Tank.
3.
All ductile Iron pipe outside buildings and/or structures shall be Class 350 with
push -on or mechanical joints unless shown otherwise.
4.
Site piping including all pipe, fittings, valves, accessories, and tie-ins to piping Installed
by others.
4.
All water piping 2" or smaller, except chemical feed piping and where shown otherwise,
shall be Schedule 40 chlorinated polyvinyl chloride (CPVC) In accordance with
5.
Site grading and landscaping including clearing and grubbing, erosion and sedimentation
Section 15410 of the SPECIFICATIONS.
control, borrow, and seeding. CONTRACT 71 shall provide clearing and grubbing,
landscaping, erosion and sedimentation control, grading, borrow, and seeding for
5.
All rigid chemical feed piping shall be Schedule 80 polyvinyl chloride (PVC).
CONTRACTS 72 and 73.
6.
Concrete thrust blocks, rodding, gripping rings and restrained joints shall be installed in
6.
Coarse aggregate base course '(CABC), asphalt paving, and concrete sidewalks.
accordance with Section 02668 of the SPECIFICATIONS.
7.
Chain link fencing and gates.
7.
Water lines shall have a minimum of three (3) feet of cover in all directions, except
that water lines Installed In ditches or ditch slopes shall have a minimum of four (4)
B.
Water Treatment Plant sanitary sewerage piping to the Pump Station and force main
feet of cover in all directions.
piping from Pump Station to connection with City Sewer System.
8.
Water containing chlorine residual shall not be discharged within one thousand (1000)
9.
Acceptable temporary road access for construction of CONTRACTS 72 and 73 shall be
feet of surface waters. Flush water containing chlorine residual shall be discharged into
provided by CONTRACT 71, to Include maintenance during the construction process.
diked ditches and contained until no chlorine residual remains.
EROSION CONTROL ACTIVITIES - ORDER OF CONSTRUCTION
1. The CONTRACTOR shall construct the temporary construction entrance and site out
fencing Immediately upon beginning construction.
2. The CONTRACTOR shall excavate, seed and stabilize proposed ditches PRIOR to connecting
the new ditches to the existing ditch system.
3. The CONTRACTOR shall excavate, seed and stabilize the proposed temporary sediment
basin, piping, and ditch system that routes site drainage to the temporary sediment
basin.
4. The CONTRACTOR shall provide temporary "grading to route all drainage from construction
areas to and through the temporary sediment basin.
5. Upon completion of all permanent construction; the CONTRACTOR shall fill and landscape
the temporary sediment basin and surrounding area.
6. The CONTRACTOR shall routinely inspect and maintain all erosion control structures In
accordance with the provisions of the State General Stormwater Permit.
PROPOSED - CN71
i6" DIP, CLASS
+5.65 1-350 WATER LINE
PROPOSED - CN71
/- SILT FENCE
N53'18'41"E
1760.26'
7 -37
--- - -
10. Coordination with electric utility company to provide electrical service to the Treatment
Plant.
11. Service entrance, standby generator, and system grounding for the Treatment Plant.
12. Electric duct banks, conduit, and wire from the Treatment Plant building to other
structures in accordance with the Duct Bank Schedule, Conduit and Mrs Schedule, the
PLANS, and SPECIFICATIONS.
CONTRACT NO. 72 - WELL NO, 6
1. Well.
CONTRACT NO. 73 E.S.T. NO. 4
1. Elevated storage tank.
I I I I 2.I Site piping up to connection point with CONTRACT 71.
1
I I I 3. Electrical conduit, wire, junction boxes and connections for the Elevated Storage Tank
d I 3 I I Obstruction Light (terminate 5' above ground level).
I I I
III'1
� �II
1 i
1 s.ze+� I 5.75
SF
_l__ALE 3 114� p 5.89
I I
CROSS SECTION I I I
III II 1
I
El
P III# I
5.42 I {1- 5.78
I 85
.z I
I
EXISTING 1
20 LF 18" RCP I
STORM DRAIN
5_59 (TO BE REMOVED) m -
5.56
3.r1-----__-_--_--- -L2.13
2 5.51
P/P
_____T-6______________________ ______________ e" rnyryJCu v/I
INV = 4.0 0 �- TEMPORARY PORARY GR,
° -- F4------------------------------- - - ---- n 36 LF 18" RCP CO (RUCTION
° STORM DRAIN TR CE .
T3______________________ ______________°-9-°D
---T2------------------------ ----------------
� I
PROPOSED - CN71
ROCK PIPE INLET
PROTECTION
I I
1
TOP = 5.5
i i i i
II
I
BOTTOM = 3.5
I
PROPOSED- CN71
I
ACCESS DRIVEWAY I
6" CABC / 2" SF 9.5A 11
} 5.23 IJ�
I I I I
+ 5.77 1
5.39 +
m
PRbPO�EDi- �N71
a 1
8' TALL CHAINLINK FENCE
f 4I
III Io
PROPOSED - CN71
PUMP STATION ri I
RIM = 9.00 IIII I
x. INV (SE)= -2.00 I II
I I
I I I I
PROPOSED -CN7 IIII
j�J
I I I I
4 EA 6" 4 BEN DI PROPOSED - 71
r r I I
I
I3 16 LF DOUBL
I
AF GATE III 1
I
- - - - - - T2 - - - - - - - - - - - - - - - - - - - - - -----------------'-
;
x I I JI
-,,/ ,/
5.45
-- -
- --
W/M
--- T3---------------------------- ------ - - -
,' �20POSED - CN71
I b
11 (LOW MEASURING
RPZ x wl
-
------T4----------------------------------------STRUCTURE
WITH
= I
_
-' DRAIN LINE
i' I
_ _ _ _ _
---T5-------------- ----'
1
II 1
PROPOSED - CN71
I
❑)
8" DIP, CLASS 51
III III 1
SANITARY SEWER PIPE
5.38
ROBERT P. BOYD
TRACT 14 HH SCOTT DIVISION
MAP BOOK 523, PG 142
ZONE R-20
CN71/ I III m
SA SA SA SA A A 1" 1 CL S 3 1
87 IIPPR R�iII III IIII
6 I III
FM FM FM FM x
a0000C( 4. +I IIII I
Ip I
-------�- -- ° -EIP _ -3+5.2
I I
--------.34 I t
-
PROPOSED - CN71 ;1
MANHOLE GR VEL. FILTI
RIM = 9.00
- INV (NW) = -0.85
INV (SW) = -0.75
INV (NE) = -0.75
(3 LF STUB -OUT W/ 10"
3.51
III I
I PROPOSED - CN71
I 1 EA 16" X 16" TEE, DI
II i STOR DRAT i EA 16" 11 1/4' BEND, DI
INV 3.10 -2 EA 16" X 8" REDUCER, DI
I - CN71 I_ 2 EA 8" GATE VALVE & BOX
CP I I I 32 LF 8" RI 1 EA 16" BUTTERFLY VALVE & BOX
STORM RAIN 3 EA i6" 45' BENDS (DITCH CROSSING)
W/ FL RED END
SECTI
v. L .95' I I
EXIS ING
20 F 18" RCP
00 STO M DRAIN
0
>°o o 5.44
o ea I I
,°o-
°
° °
,ego 5.66
�°° I I
g% I � 10' TYPICAL
° EXISTING 2
8" WATER LINE �\��\��� 1 �\��\��\!
400LF 18" RCPI 71 2.5
STORM DRAIN I Q10 = 7.58 is / MAX SIDE SLOPE
W/ FLARED E7 Velocity = 1.37 fps ��/� SHALL NOT EXCEED
/ SECTION Depth of Flow= 1.67 ft \ 2 HORIZ. TO 1 VERT.
Slope = 0.2%
STORM DRAIN TEMPORARY DITCH TO SEDIMENT BASIN
U I I INV = 2.40 I (TO BE FILLED FOLLOWING COMPLETION OF CONSTRUCTION)
I
SEDIMENT BASIN
j DRAINAGE AREA 3.33 ACRES
Q10 7.58 CFS
UI' STORAGE REQUIRED 11.988 CIF4
I 67 I PROPOSED - CN71 SERVICE LINE SURFACE AREA REQUIRED 3,297 SF
I 1 EA 8" X 1" SADDLE PROPOSED DIMENSIONS 100' X 235' X 2'
1 EA 1" CORPORATION STOP OUTLET PIPE CAPACITY 13 CFS
I 1 EA 1" GATE VALVE &BOX Cho = DRAINAGE AREA X C-FACTOR X 6.5"/HR
1 EA 1" WATER METER & BOX STORAGE REQUIRED = AREA X 3,600 CF/AC
1 EA YARD HYDRANT
UI SURFACE AREA REQUIRED = Qm X 435 SF/CFS
1 EA REDUCED PRESSURE ZONE
2 I TYPE BACKFLOW DEVICE
W/ HEATED ENCLOSURE
1 15.2'
DO NOT EXCEED
3 HORIZ. TO 1 VERT
ELEV = 5.5 2, SIDE SLOPES
m 3
ELEV ��/ K/\K/�0'\�
11 IPOST CONSTRUCTION CALCULATIONS/`//��.\� \ = 3.3 �\ \�\/���//
1 I SWALE 3 \ �\�\��\\��� / SWALES DESIGNED TO CARRY 10 YR. STORM NTH
b Q10 0.73 cis N NON -EROSIVE VELOCITIES. SWALE SIDE SLOPE TO
1 VELOCITY 0.67 fps BE ply ASS.
DEPTH OF FLOW 0.40 ft
RC 71 I SLOPE 0.1% SWALE 3 - DRAINAGE AREA 5
_C DAMSSOC
i
��111uuura,///�I-Y.-
�Q
4.121 I �Q?rJ Cn:i 2
1 _ 5 SEAL 3 _ _ AL
EXISTING I = - 1972
STORY DRAIN Z
c�
1 ///iMV'LLE�`� i�4jYND1A`�
1 I
1 I
1 ,
U�
ito�
- :3 h N M
r
-cc U �,onoA
W LLNrL) n
0=xZ
„az�
ZZ5 0�0
1°0a c4
M
w o - t.E am U m
p FLL
10
d o
. z
Q C
IUC EL
a
a
U ma
N aD`2N
0 lav n,°Sil�
II�U C N n
F Z N l j
c a a€ t E
�. 01`y uv�
i FLL
n
to
to
,a
ro
LO
f/1
0
a
J
a
o
o
>
m
y'
j
M
8
F
a
m
�i
i=
m
rc
o
a
a
v
a
m
C)
I
i
o
o
I
N
�j
N
O
Q
Q
Z
U
Z
Z
W
N
O
N
of
J
Z
8
Z
0
Z
Z
3
0
!�
r
0
p
a
IZ
19
U
U
U
i
d
O
N
O
Z
J
O
of
U
o
Z
of
Z
LO
Z
d
Z
U
0
Z
2
w
0
-
h-
U'
Q
g
o
cn
w
w
_
Iw-
_
W
O
g
U)
L
D
,
0Y
0
I l_
0
O
Z
U
rn
d
o
N
Z
Z
O
O
U
U
1-
W
w
U
■
SHEET, 5 OF 5

/ �,
BR❑❑KW❑❑DS
SUBDIVISI❑N
EPK NAIL IN THE CENTERLINE
INTERSECTION OF SANDERUNO DRIVE
AND SNOWY EGRET DRIVE
\ I
ECM THE SOUTHEAST CORNER OF
BROOKWOODS SUBDIVISION (MB 28
PAGE 515) AND THE SOUTHWEST
CORNER OF TRACT 12 JAMES BOYD
PROPERTY (MB 9.PAGE 18).
LOT AREAS
Lot
#
1
15,012.49
Sq.
Ft.
Lot
#
2
15,10608
Sq.
Ft.
Lot
#
3
15,129.48
Sq,
Ft,
Lot
#
4
15,151.61
Sq,
Ft.
Lot
#
5
15,173.00
Sq,
Ft.
Lot
#
6
15,193.00
Sq,
Ft,
Lot
#
7
15,133.45
Sq.
Ft.
Lot
#
8
15,152.63
Sq.
Ft.
Lot
#
9
15,092.00
Sq.
Ft,
Lot
#
10
15,109.91
Sq.
Ft.
Lot
#
ii
15,048.65
Sq.
Ft,
Lot
#
12
15,065.28
Sq.
Ft.
Lot
#
13
15,003.36
Sq,
Ft.
Lot
#
14
15,018.73
Sq.
Ft.
Lot
#
15
15,033.12
Sq.
Ft.
Lot
#
16
15,158.73
Sq,
Ft.
Lot
#
17
17,057.70
Sq.
Ft.
Lot
#
18
15,143,51
Sq,
Ft.
I
/
/
/ 1
MIN, LOT SIZE 15,000 SQ. FT,
MIN. LOT WIDTH 80,
MIN, FRONT SETBACK 20'
MIN. SIDE SETBACK 10,
MIN. REAR SETBACK 25'
MAX, BUILDING HEIGHT 50'
MAX, LOT COVERAGE 40%
TOTAL ACRES 8,18
Z❑NING R-15
TRACT 12,
MRS, HH SCOTT S\D
MAP BOOK 9, PAGE 18
ZONE R 15
\\
'NN IN
\ x\
\ LOT 200 /)
\ BLAIR FARM S\D /
ME
29
LOT 199 �\ ZONE RG 42B /
20
BLAIR FARM S\D \ ��
ME 29 PAGE 842H
ZONE R 20
\ \CLUB \\ / BLAIR OFARM S\D \ N'N
\ _ _ �� ME 29 PAGE 842B
HOUSE d \
P ZONE R 20
nnIT/r
TRACT 14,
MRS, HH SCOTT S\D
MAP BOOK 9, PAGE 18
ZONE R 15
DRAWN BY
VMR
I SCALE
FIE
SCDTTB FARM
AS
APPVD. BY
WMR
DATE
08-21-07
BRAVING NUMBER
SD— 1
V 1 IN
f
L)ft Stu. Site
ZP
%Rt�VFK AT
NTERLINE
TRACT 15, \
MRS. HH SCOTT S\D
MAP BOOK 9, PAGE 18
ZONE R 15 /
/
REFERENCE&
BOUNDARY & TOPO INFORMATION TAKEN FROM SURVEY
PREPARED BY JAMES L. PHILLIPS PLS, DATED
12/06 ENTITLED BOUNDARY & TOPOGRAPHICAL
SURVEY FOR S.F. BALLOU.
DEED REF, 1055/30
MAP REF. 9/18
TAX PIN 638718413889000
ADDRESSI 1545 COUNTRY CLUB ROAD
MOREHEAD TWSP„ CARTERET CO., N.C.
LOT 13, MRS, H,H, SCOTT SUBDIVISION
REVISED 10
REVISIONS
DESCRIPTIO

BROOKWOODS
SUBDIVISION
EPK NAIL IN THE CENTERUNE
INTERSECTION OF SANDERUNG DRIVE
AND SNOWY EGRET DRIVE
\ I
IR
ECM THE SOUTHEAST CORNER OF
BROOKWOODS SUBDIVISION We 28
PAGE 515) AND THE SOUTHWEST
CORNER OF TRACT 12 JAMES BOLD
PROPERTY (Me 9.PAGE 1E).
Lot
#
1
Lot
#
2
Lot
#
3
Lot
#
4
Lot
#
5
Lot
#
6
Lot
#
7
Lot
#
8
Lot
#
9
Lot
#
10
Lot
#
11
Lot
#
12
Lot
#
13
Lot
#
14
Lot
#
15
Lot
#
16
Lot
#
17
Lot
#
18
LIFT
STA, SITE
LOT AREAS
15,012.49
Sq.
Ft.
15,106.08
Sq.
Ft.
15,129,48
Sq.
Ft.
15,151.61
Sq.
Ft,
15,173.00
Sq.
Ft.
15,193,00
Sq.
Ft.
15,133.45
Sq.
Ft,
15,152,63
Sq.
Ft,
15,092.00
Sq.
Ft.
15,109.91
Sq.
Ft.
15,048.65
Sq.
Ft.
15,065.28
Sq,
Ft,
15,003.38
Sq.
Ft,
15,018.73
Sq.
Ft.
15,033.12
Sq.
Ft.
15,158.73
Sq,
Ft,
17,057.70
Sq.
Ft,
15,143.51
Sq.
Ft.
242.27 Sq.
Ft.
SITE DATA;
ti
s
11X
c
(D /
P\
. jj / A Q VA L t sta. Site /
46 -
V
'yl-
a
< / � V A //' „��i � TRACT 15,
"ay�o. MRS. HH SCOTT S\D
/s
_�s°//�� MAP BOOK 9, PAGE 18
ZONE R 15
\
AYL
TRACT 12,
A
MRS, HH SCOTT S\D �� „ / ;�
F,
MAP BOOK 9, PAGE 18a
ZONE R 15 3ti ;J/,>°<
ON LINE
%day
/
MIN. LOT SIZE 15,000 SO. FT,
MIN, LOT WIDTH 80,
MIN. FRONT SETBACK 20'
MIN, SIDE SETBACK 10,
MIN, REAR SETBACK 25'
MAX, BUILDING HEIGHT 50'
MAX. LOT COVERAGE 40%
TOTAL ACRES 8,18
ZONING R-15
ON
�'6 TRACT 14,
,
MRS, HH SCOTT S\D
�` `v •a'
MAP BOOK 9, PAGE 18
ZONE R 15
S/I,! \ \\ \\ <, \ 9
">
\\ \ 1 /.,
Temp. Turn \ 'V'
Around Ease.
\ SIP ON LINE / 1 / \ \" 50'- Rad. Dul De Sac
PIA
l \ 1 i /Xe
\ \ LOT 200
BLAIR FARM S\D
\ MB 29 PAGE 842B/
\ ZONE R 20
LOT 199 \ ��
BLAIR FARM S\D
MB 29 PAGE 842B
ZONE R 20 \\ / \
\\ �" LOT 201 \
CLUB \ BLAIR FARM S\D \ \
MB 29 PAGE 842B
HOUSE ZONE R 20 \ \ \
PROFESSIONAL SURVEYOR
WALTER M. REYNOLDS III, PLS
2570 OLD PLANTATION DRIVE
KINSTON, NC 28504
Phone [phone]
CELL 1-252-361-5771
W
SCALE I" =
0 60 120 180
DRAWN BY
WMR
I SCALE
FD,E
SCOTTS FARO
AB
mom
AP"D. BY
WMR
DATE
00-e1-07
DRAWING NUMBER
SD-1
CONSULTING ENGINEER
Meridian Engineering, P.A.
600—D Plaza Boulevard
P.O. Box 1291, Kinston, N. C. 28503
Phone [phone]
Fax [phone]
\ \ ' Z
\\Vz'
REFERENCES,
BOUNDARY & TOPO INFORMATION TAKEN FROM SURVEY
PREPARED BY JAMES L, PHILLIPS PLS, DATED
12/06 ENTITLED BOUNDARY & TOPOGRAPHICAL
SURVEY FOR S.F. BALLOU,
DEED REF, 1055/30
MAP REF. 9/18
TAX PIN 638718413889000
ADDRESS11545 COUNTRY CLUB ROAD
MOREHEAD TWSP., CARTERET CO., N.C.
LOT 13, MRS, H.H, SCOTT SUBDIVISION
PRELIMINARY SUBDIVISION LAYOUT
SCOTTS FARM S/D
S. F. Ballou Enterprises
Carteret County -Morehead City
North Carolina
REVISED I
REVISIONS
DATE
MARK
DESCRIPTID