SW6111201_APPROVED PLANS_20140623

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWD I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEQ�p�
YYYYMMDD
d

\
v � �
k /
\ TOP OF LATORAL SHELF
\ \ ELEV. 250.00'
PROPOSED 4' HIGH -
CHAINLINK FENCE
EM. SPILLWAY ELEV.: 251.35' \
EM. SPILLWAY WIDTH.: 10'
EM. SPILLWAY SLOPE.: 6%
LINE W/ CLASS "B" RIPRAP
18" THICK X 12" HIGH \\
PERMANENT POOL
ELEV. 249.50'
\
10' WIDE LATORAL SHELF
AT 10:1 SLOPE (TYP)
3'X2' PRECAST CONC;ZET
RISER (INSIDE DIMENSION)
TOP ELEV. 251.00'
BOT. ELEV. 247.17'
TO BE FILLED WITH CONCRETE
UP TO ELEV. 249.17'
FES-BARREL
INV.OUT 249.00'
5'LX4'W1X4'W2X9" THK
CLASS "A" RIPRAP
VELOCITY DISSIPATOR
t3
\\ 253' y
L4 ' --
R4 �.,
LINE & RADIUS TABLE
LINE/RADIUS TAG
DISTANCE/ CHORD LENGTH
BEARING/RADIUS
L1
25.15'
S12047'13'W
R1
20.76'
R=15'
L2
31.91'
N85°44'41 "W
R2
42.75'
R=42'
L3
49.31'
N27°25'24'W
R3
22.41'
R=10'
L4
35.52'
S79°01' 16"E
R4
23.21'
R=92'
L5
37.23'
S64"3356"E
R5
20.25'
R=15'
BOTTOM OF LATORAL SHELF
ELEV. 249.00"
— WET DETENTION POND NO.2
SURFACE AREA AT PERMANENT
POOL = 6,302 S.F.
SURFACE AREA AT TEMPORARY
POOL = 14,192 S.F.
10' WIDE WEIR �
ELEV 249 50'
R6\
243' 1 /
+ 5.�i
!+
L1
244 N ,' 2.1 1 24,
+
246 -
249 248 !250.p,,
249.5 i \ _
L2
250
253'
\ +
\ PERMANENT BAFFLE
STORM WATER EASEMENT NO
CHANGE REQUIRED, SEE ORIGINAL
SUBMITTED PLANS DATED 09/29/2011.
34LF 15" RCP "O-RING"
BARREL @ 0.5% SLOPE
INV. AT RISER ELEV.:249.17'
_ INV. OUT ELEV.: 249.00'
STORM MANAGEMENT PLAN
WET POND NO.2
rnDCMAM
NOT A CERTIFIED DOCUMENT AS TO THE
ORIGINAL PROJECT DESIGN DOCUMENTS, BUT
ONLY AS TO THE RE -SHAPING OF THE WET POD
NO. 2 IN ORDER TO ELIMINATE THE PERMANEN'
BAFFLE PREVIOUSLY PROPOSED. ORIGINAL
DESIGN DOCUMENTS WERE ORIGINALLY ISSUE
AND SEALED BY THOMAS K.GOODWIN, PE, SEAT
NUMBER 12975 ON 9/29/11. THIS DOCUMENT IS
ONLY CERTIFIED AS TO THE RE -SHAPING OF TF
WET POND AS NOTED.
.iU�1 S 2�14
>CTOR
NOTES:
NG OF
1. ALL DESIGN DATA FOR THE PROPOSED WET
POND NO.2 IS BASED ON THE ORIGINAL
PLAN SUBMITTED AND APPROVED BY
NCDENR. ORIGINAL PLAN WAS SUBMITTED
BY HOBBS, UPCHURCH & ASSOCIATES. THE
PLANS AND ASSOCIATED DESIGN
COMPUTATIONS WERE SIGNED AND SEALED
BY THOMAS K. GOODWIN, PE SEAL NUMBER
12975 AND DATED 09/29/2011.
2. NO ADDITIONAL SURVEY WAS PREFORMED
ALL DATA IS BASED ON ORIGINAL
SUBMITTED INFORMATION.
3. ALL DATA WAS OBTAINED THROUGH DATA
SUBMITTED TO STATE GOVERNMENT AND
AVAILABLE AS A MATTER OF PUBLIC
DOCUMENTS f Fla
ApprovE ; :".. ,_. e.:� Jecume�ts
construct v, _ ­-'. w, h nose documents is
requueci byy lne stormwater parmlt. Nod" CaroIIM
rules require that the stormwater system designer
Inspect during construction, cenfy conformity with the
of rs and specs; and certlty cc "l:ance with tha
r ssor:?twater rubs. (15A NCA-_ 2,1 1008(j)) ,,,,
_I r'°rrnit ZF 5 C I Dateof�
/y O.D/Frfwfro'� Shsei r••,_. _. -_.., Revision Date .D�w L%L
0.0 20 40 60
- _ -- _-
****** *** ***- REVISIONS
DESCRIPTION:
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DATE:
DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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SHEET:.
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CIVIL

T.M.
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SCVS
\
\
\
\
TOP OF LATORAL SHELF - -
\ ELEV. 250.00'
253' '_
x
+,; L10
PROPOSED 4' HIGH -
CHAINLINK FENCE
i
+
\ ,253'
EM. SPILLWAY NO DESIGN CHANGE -- A
EM. SPILLWAY ELEV.: 251.35' �\
EM. SPILLWAY WIDTH.: 10'
EM. SPILLWAY SLOPE.: 6%
LINE W/ CLASS "B" RIPRAP
18" THICK X 12" HIGH
LOSA
SGLA
CHGL
LOCS
PERMANENT POOL
ELEV. 249.50'
10' WIDE LATORAL SHELF
AT 10:1 SLOPE (TYP)
3'X2' PRECAST CONCRET
RISER (INSIDE DIMENSION)
TOP ELEV. 251.00'
BOT. ELEV. 247.17'
TO BE FILLED WITH CONCRETE
UP TO ELEV. 249.17'
POND 2 PLANT & LANDSCAPE REQUIREMENTS:
SECTION 10.3.7
MINIMUM OF 50 PLANT/ 200 SF SHELF AREA
TOTAL SHELF AREA: 3294 SF
3294 SF / 200 SF = 17 X 50 PLANTS
TOTAL 850 PLANTS
FES- BARREL -
INV.OUT 249.00'
5'LX4'WiX4'W2X9" THK
CLASS "A" RIPRAP
253'
' 34LF 15" RCP "O-RING"
BARREL @ 0.5% SLOPE
INV. AT RISER ELEV.:249.17'
_ INV. OUT ELEV.: 249.00'
VELOCITY DISSIPATOR STORM WATER EASEMENT NO
CHANGE REQUIRED, SEE ORIGINAL
SUBMITTED PLANS DATED 09/29/2011.
PLANT SCHEDULE (POND 2)
SHALLOW LAND
HERBACEOUS PLANTS
KEY
QTY
BOTANICAL NAME
COMMON NAME SIZE
SPACING
CHGL
127
CHELONE GLABRA
WHITE TURTLEHEAD BARE ROOT
18" OC
KOVI
91
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW r QUART
18" OC
LOCS
101
LOBELIA CARDINALIS
CARDINAL FLOWER BARE ROOT
18" OC
LOSA
126
LOBELIA SIPHILITICA
GREAT BLUE LOBELIA BARE ROOT
18" OC
SHALLOW WATER
HERBACEOUS PLANTS
KEY QTY BOTANICAL NAME COMMON NAME SIZE SPACING
IRVA 124 IRIS VIRGINICA BLUE FLAG IRIS BARE ROOT 18" OC
SGLA
117
SAGITTARIA LATIFOLIA
DUCK POTATO BARE ROOT
LIZARD'S TAIL BARE ROOT
18" OC
SACR
82
SAURURUS CERNUUS
18" OC
SCVS
127
SCHOENOPLECTUS
TABERNAEMONTANI
SOFT STEM BULRUSH BARE ROOT
18" OC
TOTAL 895
BOTTOM OF LATORAL SHELF
ELEV. 249.00"
WET DETENTION POND NO.2
SURFACE AREAAT PERMANENT
POOL = 6,797 S.F.
LINE & RADIUS TABLE
LINE/RADIUS TAG DISTANCE/ CHORD LENGTH BEARING/RADIUS
L1
32.03,
S12021'25' W
R1
19.12'
R=15' -
N85°41'351W
L2
20.67
2.80'
R2
R=2'
L3
18.21,
3.62'
NO3°05'03' W
R3
R=12'
L4
9.47'
N14015'55'w
R=18"
R4
2.12'
L5
4.00'
_ 875°44'05"W
R=18"
S 14°15'55'W
R5
2.12'
L6
9.47'
R6
1.51'
R=5'
L7
17.98'
2.86'
S03005'03W
R7
R=2'
L8
1.70'
N85°41'35"W
R8
38.48'
58.06'
R=40'
L9
N28001'17"W
R9
12.22'
R=10'
L10
1.47'
N47019'14"E
R10
9.08,
46.57'
R=10'
L11
S78039'01 "E
R11
9.63'
R=40'
L12
44.54'
S64049'25"E
R12
18.71'
E=15'
10' WIDE WEIR
ELEV. 249.50'
\ \/ FOREBAY NO DESIGN CHANGE
SURFACE AREA AT PERMANENT
POOL = 14,13 S.F.
i
� 2,1 243'
1 ,
O
253' Q�
STORM MANAGEMENT PLAN WET POND NO.2
II.
PROPOSED 16' WIDE
ACCESS GATE - CONTRACTOR
SHALL GRADE A 1'X10'
SQUARE AREA FLAT TO
ENSURE PROPER OPENING OF
GATES
EXSITNG 24" RCP
WET DETENTION POND NO.2
CONTOUR
PERIMETER (FEET)
AREA (SQFT)
244
2551.63
1010.33
2387.06
246
3364.38
248
4005.84
4054.34
5097.66
6796.87
249
4271.04
249.50
4723.51
250
4231.53*
4288.09*
8799.78*
250.50
9332.26*
* DENOTES ONLY THE AREA AROUND PERMANENT POND AS FOREBAY IS
NOT EFFECTED WITH THE RESHAPING PLAN.
NOT A CERTIFIED DOCUMENT AS TO THE
ORIGINAL PROJECT DESIGN DOCUMENTS, BUT
ONLY AS TO THE RE -SHAPING OF THE WET POND
NO. 2 IN ORDER TO ELIMINATE THE PERMANENT
BAFFLE PREVIOUSLY PROPOSED. ORIGINAL
DESIGN DOCUMENTS WERE ORIGINALLY ISSUED
AND SEALED BY THOMAS K.GOODWIN, PE, SEAL
NUMBER 12975 ON 9/29/11. THIS DOCUMENT IS
ONLY CERTIFIED AS TO THE RE -SHAPING OF THE
WET POND AS NOTED.
NOTES:
1, ALL DESIGN DATA FOR THE PROPOSED WET
POND NO.2 IS BASED ON THE ORIGINAL
PLAN SUBMITTED AND APPROVED BY
NCDENR. ORIGINAL PLAN WAS SUBMITTED
BY HOBBS, UPCHURCH & ASSOCIATES. THE
PLANS AND ASSOCIATED DESIGN
COMPUTATIONS WERE SIGNED AND SEALED
BY THOMAS K. GOODWIN, PE SEAL NUMBER
12975 AND DATED 09/29/2011.
2. NO ADDITIONAL SURVEY WAS PREFORMED
ALL DATA IS BASED ON ORIGINAL
SUBMITTED INFORMATION.
3. ALL DATA WAS OBTAINED THROUGH DATA
SUBMITTED TO STATE GOVERNMENT AND
AVAILABLE AS A MATTER OF PUBLIC
DOCUMENTS
Appro, $Qor r a a t'.�uments
or.an MW these documents is
Constru_'..� n as
requirer, by the stortnwater permit. North Caroline
rules rsquke that the stonnwater system designer
certify conformity with the
Inspect dung Construction:
certify compliance with the
plans ana specs; and
s t nwater miss. (15A NCAC 2H 1008 (,) )
M r A) Olt
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O.D ! p [GMT'
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Revisror 1�ate� 9
Sheet #
0.0 20 40 60
- _
L
REVISIONS
SYM.:
DESCRIPTION:
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CHECKED BY: JEH
- SHEET:
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CIVIL

EL. 2501 _ -
I
I
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I
WET DETENTION POND NO.2
SURFACE AREA AT PERMANENT
POOL = 6,797 S.F.
FOREBAY NO DESIGN CHANGE
SURFACE AREA AT PERMANENT
POOL = 14,13 S.F.
10' WIDE WEIR
PERMANENT POOL ELEV. 249.50'
- 10' LATORAL SHELF / - - ELEV. 249.50'
EL. 249' \I
I I �-
I
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EL. 248'
I �
I I l
I I
EL. 246
I I I
EL. 244
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EL. 240'
EL.
r—�
250'
I \
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2491 I I
I I,
EL.
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248' II l
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246'
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244'
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242'
EL.240
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-
- - BOTTOM OF LATORAL SHELF
ELEV. 249.00
I I I I
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-1 _ -
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I I
- - ---- - - -- --- I- - -- L - l - -I -- �- - -
SECTION THROUGH WET
POND NO. 2 FROM WEIR TO
EM SPILLWAY
10' LATORAL SHELF
I
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PERMANENT POOL
ELEV. 249.50'
BOTTOM OF LATORAL SHELF
ELEV. 249.00"
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CROSS SECTION THROUGH
WET POND NO.2 BERM
WET DETENTION POND NO.2
SURFACE AREA AT PERMANENT
POOL = 6,797 S.F.
NOTES:
NOT A CERTIFIED DOCUME
AS TO THE ORIGINAL PROJ
DESIGN DOCUMENTS, BUT
ONLY AS TO THE RE-SHAPI
OF THE WET POND NO. 2 IN
ORDER TO ELIMINATE THE
PERMANENT BAFFLE
PREVIOUSLY PROPOSED.
ORIGINAL DESIGN DOCUME
WERE ORIGINALLY ISSUED
SEALED BY THOMAS
K.GOODWIN, PE, SEAL NUM
12975 ON 9/29/11. THIS
DOCUMENT IS ONLY CERTII
AS TO THE RE -SHAPING OF
WET POND AS NOTED,
1. ALL DESIGN DATA FOR THE PROPOSED WET
POND NO.2 IS BASED ON THE ORIGINAL
PLAN SUBMITTED AND APPROVED BY
NCDENR. ORIGINAL PLAN WAS SUBMITTED
BY HOBBS, UPCHURCH & ASSOCIATES. THE
PLANS AND ASSOCIATED DESIGN
COMPUTATIONS WERE SIGNED AND SEALE[
BY THOMAS K. GOODWIN, PE SEAL NUMBER
12975 AND DATED 09/29/2011.
2. NO ADDITIONAL SURVEY WAS PREFORMED
ALL DATA IS BASED ON ORIGINAL
SUBMITTED INFORMATION.
3. ALL DATA WAS OBTAINED THROUGH DATA
SUBMITTED TO STATE GOVERNMENT AND
AVAILABLE AS A MATTER OF PUBLIC
DOCUMENTS
Appro-., it 5to rI.,' Itt: t'e nv: U"umenffi
in wnh tnsse documents Is
Construction ucccrdance
required by the stormwater permit. North CahDOrr
rules require that the stormwater system designer
certify conformity with the
Inspect during oon6tfuction,
c; E!ass and speand certify compliance with the
s'. rnrwater tules.(15A NCAC 2H . 10080)
O 2','�
Yhi� per° irc:iruSJ Date
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CHECKED BY:
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SHEET:'
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C-3
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CIVIL
-- -

CONSTRUCTION
F.-.1GHTW00D SUBDIVISION
PHASE
MOKE COUNTY,
NORTH
CAROLINA
w�
COUNTY w�...
�« D
ID
VICINITY MAP NITS
VICINITY MAP
SCALE : I"=2000'
FINAL DRAWINGS
DRAWING INDEX
COVER SHEET
C-1
EXISTING CONDITIONS
C-2
OVERALL LOT LAYOUT PLAN
C-3
OVERALL GRADING AND
DRAINAGE PLAN
C-4
OVERALL UTILITY PLAN
C-5
TYPICAL ROADWAY SECTIONS
C-6
THRU C-9
ROADWAY PLAN AND PROFILES
C-10
THRU C-11
MISCELLANEOUS STORM DRAINAGE
C-12
THRU C-13
EROSION CONTROL PLAN
C-14
STORMWATER MANAGEMENT PLAN
C-15
SToRMWATER MANAGEMENT SECTION
THRU POND
L-1
STORMWATER MANAGEMENT LANDSCAPING PLAN
D-1
THRU D-2
WATERLINE DETAILS
D-3
SITE DETAILS
D-4
STORM DRAINAGE DETAILS
D-5
THRU D-8
EROSION CONTROL DETAILS
D-9
STORMWATER
MANAGEMENT
DETAILS
SURVEYOR: HOBBS, UPCHURCH & ASSOC., P.A.
ADDRESS: P.O. BOX 1737
SOUTHERN PINES, NC 28388
CONTACT: J. GARY CULP
PHONE: [phone]
FAX: [phone]
OWNER/DEVELOPER: JOSEPH POOLE
ADDRESS: P.O. BOX 850
RAEFORD, NC 28376
CONTACT: JOSEPH POOLE
PHONE: [phone]
FAX: [phone]
Hobbs Upchurch Associates
engineering I planning I surveying
Southern Pines Office
300 SW Broad Street I Southern Pines, North Carolina 28387
P: [phone] 1 F: [phone]
License Number: C-0454 www.hobbsupchurch.com

REVISIONS
��
LINE TABLE
LINE
TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
Lt
78.41'
N
22'30'18"
E
L68
23.74'
S
15"1'58"
E
L2
90.50'
N
42-06'15"
E
L69
21.56'
S
80-25'10"
E
L3
105.26'
N
46'15'31"
E
L70
15.21'
S
14'48'22"
E
L4
82.38'
N
48'56'49"
E
L71
30.93'
S
73*38'17"
E
L5
121,49'
N
53'46'36"
E
L72
29.49'
N
40'02'24"
E
L6
126.76'
N
61'18'15"
E
L73
62.19'
S
83'33'10"
E
L7
114.98'
N
68'32'12"
E
L74
35.11'
N
88'32'34"
E
L8
103.39'
N
76'13'28"
E
L75
34.80'
N
53'52'41"
E
L9
92.44'
N
69'17'58"
E
L76
38.88'
N
34'57'58"
E
L10
98.78'
N
73-07.55"
E
L77
31.96'
S
49-03'31"
E
Lit
230.39'
N
50-15'42"
E
L78
7.85'
N
55*57*07"
E
L12
54.08'
N
66'28'50"
E
L79
52.12'
N
13'19'39"
E
L13
51.33'
N
2950'20"
E
L80
34.99'
N
72'26'27"
E
L14
33.25'
N
58'10'58"
E
L81
30.45'
N
33'06'27"
E
U5
25.70'
N
14'37'39"
E
L82
36.15'
S
80*33'16"
E
L16
26.17'
N
59'29'46"
E
L83
22.47'
S
69'15'24"
E
L17
26.02'
S
65-16.45"
E
L84
34.60'
S
86-56*44"
E
L18
32.08'
N
32-09'32-
E
L85
31.10'
N
40-22'52"
E
L19
21.96'
N
12'01'31"
W
L86
97.35'
S
31.39'45"
E
L20
32.71'
N
47'16'09"
E
L87
34.43'
S
80'24'53"
E
L21
82.32'
N
82'08'09"
E
L88
80.16'
N
73*07'18"
E
L22
33.53'
N
57'45'07"
E
L89
35.54'
S
62'06'47"
W
L23
67.58'
S
80-33'44"
E
L90
73.02'
S
O5'12'35"
E
L24
52.00' 1
S
80'20'12"
E
L91
111.93'
S
05'26'07"
E
L25
52.98'
N
83'03'24"
E
L92
105.85'
S
05'19'16"
E
L26
20.02'
S
89'11'22"
E
L93
92.64'
S
0526'13"
E
L27
20,84'
S
84'15'40'
E
L94
112.25'
S
05*11'48"
E
L28
71-31'
S
74'20'01"
E
L95
110.11'
S
05'01'36"
E
L29
26.34'
S
52'05'51"
E
L96
106.63'
S
01'09'01"
E
L30
35.25'
S
73'45'52"
E
L97
52.60'
S
10.02'34"
W
L31
65.01'
N
82*14*41"
E
L98
103.15'
S
23'00'35"
W
1.32
55.03'
N
81-35'25"
E
L99
102.00'
S
34'14'06"
W
L33
35.67'
N
38'17'25"
E
L100
106.57'
S
42'19`05"
W
L34F47.32'
N
46'16'08"
E
L101
101.50'
S
42'24'40"
W
L35
S
62*40'11"
E
L102
97.88'
S
45'35'12"
W
L36
N
46-07'47'
E
L103
110.55'
S
44*51'07"
W
L37
S
87'19'05"
E
L104
149.83'
S
44'52'37"
W
L38
N
79'05'23"
E
L105
126.82'
S
44'47'24"
W
L39
N
40'14'21"
E
L106
132.04'
S
44'59'26"
W
L40
N
37 3T54"
E
L107131.09'
S
44'54'35"
W
L41
42.02
S
71'03'58"
E
L708
116_24'
S
45'G7'57"
YJ
L42
62.34'
N
74'O6'37"
E
L.109
1 0.56'
0
S
45 •05'51"
W
4
L 3
58.2 1'
S
8T28'46"
E
L710
134.47'
..
45 '0 ]'58"
W
L 44
5.7T
N
_
16'22'09"
W
L111
133.03'
S
45 -00'16"
W
_
L45
96.18'
N
60'15'54"
E
L112
141.51'
S
43-51.46"
W
146
68.59'
N
36'46'54"
E
L113
35.27'
S
77*52'20"
E
L47
31.80'
N
74'29'41"
E
L114
90.69'
N
7T52'20"
W
L48
48.57'
N
11'39'40"
E
L715
440.20'
N
24'56'59"
W
L49
64.02'
N
13*27'16"
E
L116
96.47'
N
84'51'03"
W
L50
19.46'
N
50'40'01"
E
L200
566.24'
S
24'05'18"
W
L51
25.31'
S
71-30'51"
E
L201
27.25'
N
01'06'16"
W
L52
59.88'
N
50-23'50"
E
'
,
-
L53
42.45'
N 30-35'49" E
L54
38.35'
N 45'10'09" E
L55
40.70'
N 22-54'23" E
L56
22.22'
N 57-45.45" E
L57
21.15'
N 7947.02" E
L58
57.71'
N 79'46'39" E
L59
6.81,
N 17-34'35" E
160
57.72'
N 62 45 48 E
L_61
59.74'
S 72-31'13" E
L62
26.30'
S 88.46" 6- E
L63
14.69'
S 83"0'43" E
L64
79.19'
S 61'10'44" E
Los
75.86'
N 55'38'20" E
L66
20.20'
S 17*51'59" E
_L67
27.63'
N 48'59'23" E
SYM. I DESCRIPTION I DATE I BY 1
FINAL DRAWINGS
IV
M1s '--
r ,
' _ 1
( J i KATHERINE GRIE$SERi /r JOHN WADE i \ \
DB 441_ PG 676 HEIRS,
---!
---' L85
L83
`♦ / / _. _v t62.-. L78 - - - ..:,.. .:. .. -
...- L69 •., • �P :... 1 ' .. C , /
/.
N/F L56 - •6..f67 ... j .. - ... L71 L76. n L ' '•rn �i •• Z r'i
L5 %6g t\� . L73 .. 120 1 m'' ; - --- \ .
i 1 R /. _ _
KATHERINE GRI SS
t DB 442 PG 383 t IU58
--- B74 0' c4
/ 1� .; :: , 1. 2. �, .. . ., . ... , . . . . . .
♦ , 1 l L70
/ \ I - L50 . e ; .
N
/
1 _ , Z•
rn 1 61
L�5'4: �'� -___ - '[ �-'AE:L��I7'N1'��EAA�\TtE1D - � I 1 . o � . / 1 .. - •
/ 1 co
KATHERINE GRIESSER 1 __ -L,- v
- ---- -
1 t '
DB 441 PG 676 � /• '' _ ;n;
�.. , _ .__- __ �--' - L4 L4. ':-•, /. ,-� -.__. .__ _. :♦-- -
L34 --. 1�. . , .� A2,:r.x . • ,.;,, - -.-: _. _..__._ - __ >
L33LINEATED /.• -- x
L22 1 � '' -_ O
_ - 1 • - L3.7- E38 �°---`--,
--- L29 LAN
N t L38 .. / _
I (RANK RICHARDS ,Liz _ _ : tat L , - ''A GPS2
DB
,.\.....,•, ,•,,. , ' '�rm' - , _ ,. 1 •• - I ' ;✓ - N 458856.8060
�� ,• -' ; E 1939632.9270
i
�. T/ - \ ELEY 281.16
�; '
FO
WET DETENTION BASIN 1,�----
---- ----------- UNSUITABLE SOIL Y #
SOIL BORING LOCATION '-- \ PP
----- FOR SEPTIC (TYP.)// 1. -
pP / �, .� " GROUND EL. 220.2' P ;
POND -. ' ' Lt0 .......
, .. P ,�. -- ---
�q �.• ro------- 18"RCP /
///l !r-y i -PP % ` / ; pp /TP _. GPS1
/
r ----'' ;'' , oti N 458483.1320
.. r
DELINEATED 7� <<. ,.• ; i ./ 0 0 '^
TREELINE TYP. , ELEV 2 92 33
�� w LAND .% ; ''- ( ) -"TRACT 1 PP ;� 8
F E 1 09
�,1 ' 23
1 / '82 41 ACRES
IN PP
' J % f ,- //--_-- _-\` �\\ `eta__.___--\\\ Z6 -O pp
' ,,l
l rr iLIGH1WO0D ` ` - !� �,�' - ♦�: ♦\ _ `\\ l\\\\ `\\\ - �OG�
r STAKE, EIP. - - - '` ----- - NT ..--.-
.. SHEDS �'PP
r ----- . .♦ A ENNA' TP o�
LE
�♦`ETAL PO - TRAILER %� COP --
6l EIAI ' �\ T'-----r-.\\ \\ PP\ `\ I ----' -__ -. `-------
1
♦'t \-- PP p . i
FPAN K RICHARD __-_
rr `v I Db 351 .PC, 73`3 � �A., � vI+
v I I A 1 i -, ' ORWELL 00 -
-_,i.' PROPERTY ` - �.; ♦ i f
r 1 ; �Y/ M1s BOUNDARY (TYP.) M1sf a -0 PP PP
/ \`
-•_� � ,. + 1 11 I 1 + r r + � / . // , /, EIf� PP TP '�
. + Tp
RAVEL DRIVE 11 Tp `\P \ ` ` \ N/F /- i\ 2(98 LT o /' FH
EXISTING '--- -
f? of COUNTY OF \
HOKE \'• ' BUILDINGS
PP DB 813 PG 40 . DUEL STORAGE PP o1° -
'� \� \ . ♦ . _ ---- PP EXISTING 8" _
_b WATER LINE
SHED
' --'-WET DETENTION BASIN #2-- -INCHED ; 1p
,SOIL BORING LOCATION PIPE ' 24"RCP LEGEND
.GROUND EL. 252.3!
�� �' F - -- EIR O EXISTING IRON PIPE
EPK EIR O EXISTING IRON ROD
' EPKO EXISTING PK NAIL
EIA O EXISTING IRON AXLE
TP� �/� ' - -0E-- EXISTING OVERHEAD ELECTRICAL
- - - EXISTING RIGHT OF WAY
230 EXISTING CONTOUR
% -`------W----- EXISTING WATER LINE
/ ` \♦ /�� _ FH SY -- - EXISTING FIRE HYDRANT
'` TP pp
i P
---' "'- - EXISTING STORM DRAINAGE
24 RC
cc STEELE RD (SR . 1 2 ) /� ` 1 TP , FO o EXISTING UNDERGROUND FIBER OPTICS
PUBLIC R/W PP cob EXISTING POWER POLE PEDESTAL
EXISTING TREE LINE
♦ p�� / \ CC STEELE RD AND
CENTERLINE INTERSECTION EXISTING PROPERTY BOUNDARY
`♦I ,
DOC BROWN RD EXISTING DELINEATED WETLANDS
i' EXISTING UNSUITABLE SOIL FOR SEPTIC
EXISTING CONDITIONS
SCALE : 1"=200'
NOTES:
1. OUTSIDE BOUNDARY SURVEYED BY HOBBS, UPCHURCH & ASSOCIATES, P.A.
JANUARY-2010, J. GARY CULP, PLS L-2950.
2. AERIAL TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS.
CALL
BEFORE YOU DIGI
DigSafely.
1-800-632-4949
NORTH C ,ROLINA ONE -CALL CENTER
TITLE REFERENCES
DEED BOOK 304 PAGE 579
DEED BOOK 886 PAGE 975
HOKE COUNTY REGISTRY
SCALE: 1" = 200'
200' 0 100' 200' 400'
�I
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N! Jo..."
U) a n C4 �p
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U - IL
p c E W�
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DATE:
SEPT., 2011
DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
TKG
SCALE:
1 "=200'
SHEET NO
C-1
o�
aF:

REVISIONS
DESCRIPTION
t•.
a
T',
15'
r
_
30,
1 I
LO
125'
1
J
---L--- - --
15'
10'
50'--T---�--
ROW 1
I
1 .3 •L
LOT
--- -J25'
i
LLB
25'
FRONT - 30'
REAR - 25'
CORNER/SIDE - 25'
SIDE - 30' TOTAL, 10' MIN.
20' UTILITY EASEMENT
WHERE APPLICABLE
NOTE:
SIDE YARD SETBACK HAVE A MINIMUM
OF 10' EXCEPT BOTH SIDES NEED A
TOTAL OF 30' MINIMUM.
BUILDING SETBACKS/
UTILITY EASEMENTS
N.T.S.
NOTES:
1. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A
COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF
LAND.
2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAYS, STREETS, AND
ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE OFFICE OF
THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES OR
WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
3. EXISTING TOPOGRAPHY TAKEN FROM HOKE COUNTY GIS.
4. ALL DISTANCES ARE HORIZONTAL GROUND.
5. AREA BY COORDINATE COMPUTATION.
6. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF RECORD IN HOKE
COUNTY REGISTRY AND CORNERS LOCATED IN FIELD.
7. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY. NC GRID
COORDINATES ESTABLISHED BY GPS METHODS. HORIZONTAL COORDINATES NC GRID
NAD83(2007) AND ELEVATIONS NAVD 88 DATUM.
8. PROPERTY IS ZONED R-20
9. WATER BY HOKE COUNTY, SEWER BY SEPTIC SYSTEMS..
10. ALL PROPOSED STREETS SHALL BE PUBLIC; ALL PROPOSED STREET R/W
WIDTHS ARE 50'.
11. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS, PLATS OF RECORD
OR PARTIAL SURVEY AND NOT AN ACTUAL FIELD SURVEY.
12. RECORDED EASEMENTS FOR POWER LINES. LINES TO BE MOVED UPON
CONSTRUCTION OF ROADS AND UTILITIES.
13, ALL LOTS SHALL BE SERVED INTERNALLY TO THE SUBDIVISION WITH NO
DIRECT ACCESS TO DOC BROWN ROAD (S.R. 1302).
148. LOTS 13, 21, 35 AND 36 DRIVEWAYS TO ACCESS SAWDUST LANE ONLY.
PROPOSED 30'
STORM DRAINAGE
EASEMENT
PROPOSED
DETENTION POND LOT
PERMANENT DRAINAGE
EASEMENT
PROPOSED 24"
ASPHALT WEDGE
CURB (TYP.)
DELINEATED
y� W LAND
E,T .
FIN AL DRAWINGS
I1 ,1 I 42
PROPOSED 20' r44 �0,49 . Iif
10.sq.ft
7STORM DRAINAGE 46 I 2 930 sq.ft. I acres) ' \
\
EASEMENT 68,658 sq.ft. 1 69 acres 43
1.58 acres 1 41
I 1 311,276 sq.ft.1'�9,069 s ft 40•`
PROPOSED 5' 31 617 sq.fk. 1 Q.72 acre I r
CONCRETE SIDEWALK I P• I p.67 acres 40,560 s`t�ff\
(TYP.) I 9.70 acresi I I 11 I I i 0.93 acres`
'• •' '
PROPOSED 20' \
PROPOSED PROPOSED 5' 1 1 11 I I STORM DRAINAGE -
STORM DRAINAGE UTILITY EASEMENT I I I I I EASEME T /
EASEMENT (TYP.)-(TYP.) - - - J L - - - J - - -- I - - - - - - - -
�.
TOBACCO ROAD (50' PUBLIC R/W) 0 ! 33,293
/1sqcre � �
, DND
-- WETLAND
r 0 LU
�� 1
a I 6 1 1 1 1 8 1 1 1 1 10 1 1 1 1 12 1 1 1
cn 123,772 sq.ft. 1 1 23,906 sq.ft. 1 1 $3,906 sq.ft. 1 1 23,906 sq.ft. 1 1 II �� ` I 36
z 30I0.*5 acres) 1 1 10.55 acres) 1 1 10.55 acres) 1 1 10.55 acres) I 1 x A 641 sq.ftl 1 \ i
w I_ ( 7 9 11 13 1 c� : I d.66 acres 1 I 38 l -
IL - I I I I I I I I I
0 �3,906 sq.ft. 1 1 33,906 sq.ft. I 43,906 sq.ft. 1 1 73,772 sq.ft. m '
1 '
3 10.55 acres) I I 10.55 acres) I I 10.55 acres) I I 10.55 acres I �::) I 1 1 37 47,698 sq.ft.
a , I 1 I 123,004 sq.ft� 1 1.10 acres �a 1
0.53 acres 11
r2l
L _- - J L - - - J L - - - J L - - - J L - - - J L - - - -1 L - - - _J L- - -J Lo
50,PHASE 1R
mI .ft. I I I I I I I I WPROPOSED 20 _a-- ---- r--- r--- r--- r---� r--- --� es o � (STORM DRAINAGE1 14 1 1 I 16 1 1 1 1 18 1 1 1 1 20 I I Z 1 J I 35 1 (EASEMENT (TYP)23,p72 sq.ft. 1 1 23,906 sq.ft. 1 1 23,906 sq.ft. 1 1 23,906 sq.ft. I I g A 491 sq.ft) 1O.fi5 acres) 1 1 10.55 acres) 1 1 10.55 acres) 1 1 10.55 acres) I 1 6.59 acres It 'ROW 1 I 1 43,906 sq f�. 1 1 �3,906 sq.f�. 1 1 3,906 s fl . I I 13,7721 s I ft I 42,6614 sq.ft. // OPEN SPACE
/lDWET�DD- J / I I0.55 acres - - - J 10.55 acres L - - - J 0.55 acres - - - -J 10.55 acres Q 0.98 acres
3
24,871 sq.ft.
1
0.57 acres
-- -
- - - - -
- -
2
I
\�
4 sq.ft.
I
acres
L
I
� 1
I
25,546
sq.ft.1
0.59 acres I
PROPOSED 20'
STORM DRAINAGE
EASEMENT
LEGEND
LOGGER LANE (50' PUBLIC R/W) I
_- Lo w M
L r
-
�71 22 1 I I 24 i I 126 l 1 1 28 30
s8,591 sq fs�8,518 sq ftI ¢8,106 sq.ft._ 1 1 I 1 8,40q f .
0.66 acres 0.65 acres 0.65 acres a
0.65 acres 1_
123,738 s ft ` 33 11
I I 23 1 1( 25 27 1 1 I I 31 1 1 0.54 acres 1 1 35,726 sq.ft
18,595 sq.f . 8,555 sq.f . 29 7,826 s f . 1
tl tl 1 ?8,470 scl•fl. I 1 12 q L I 0.82 acres
I 10.66 acres) 10.66 acres) I I I8,348 sq.ftl. 0.64 acres) 1
0 65 acres
--� I ---J L---� I --- I L --- f L---J I----J ---J L--- - ----1
\ \ UNSUITABLE SOIL
DOC BROWN RD. (SR 1302) 60' PUBLIC R/W _ FOR SEPTIC (TYP.)
10'x70' SIGHT \\ \\ \ \
TRIANGLE
OVERALL LOT LAYOUT PLAN
SCALE : 1"=100' '\
PROPERTY BOUNDARY
- - - - EXISTING RIGHT OF WAY
_- PROPOSED RIGHT OF WAY
I PROPOSED SIDEWALK
--------- PROPOSED BUILDING SETBACK
- - PROPOSED UTILITY EASEMENT
- - - - - - PERMANENT POND DRAINAGE EASEMENT
- - PROPOSED STORM DRAINAGE EASEMENT
EXISTING DELINEATED WETLANDS
EXISTING UNSUITABLE SOIL FOR SEPTIC
CALL
BEFORE YOU DICiI
DigSafely.
1.800-632-4949
NORTH CAROLINA ONE -CALL CENTER
..✓,ra.^,s+,rt:.aa�z.+...anr^ s....m-er.K�,:a-c.^a'.m*tam���%s+sx.+x_;__w„essiwvsxur•.Fl�k.*�+.....•,... ,,.,...a�....s",t-,�.•aasv++w� ..
TITLE REFERENCES
DEED BOOK 304 PAGE 579
DEED BOOK 886 PAGE 975
HOKE COUNTY REGISTRY
SCALE: 1" = 100'
100' 0 50' 100' 200'
n
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DATE: SEPT., 2011
DESIGNED: TFW
DRAWN: TFW
CHECKED: TKG
SCALE: 1 "=100'
SHEET NO. I'�
CMG
OF:
---_ tom,_.._-
x

i
PROPOSED 30'
STORM DRAINAGE
EASEMENT
PROPOSED \
' DETENTION POND LOT
PERMANENT DRAINAGE
Ir
EASEMENT
° I
I�
I
5
4 w
J
2 Q
\ I
1 D7
F2_—.
PROPOSED 26' \`
' ^ STORM DRAINAGE
EASEMENT `\
i \ 1
\ 1
\\ 1
NOTES:
1. SEE USDA SOILS SURVEY AND REPORT FROM KAM
ENGINEERING SERVICES, P.C. DATED SEPTEMBER 12, 2011
FOR GENERAL INFORMATION RELATED TO SOILS.
2. REFERENCE SHEETS C-14 AND C-15 FOR EROSION
CONTROL MEASURES, SWALE LININGS, ETC...
3. REFERENCE SHEETS C-6 THRU C-11 FOR PLANS AND
PROFILES OF STORM DRAINAGE AND UTILITIES.
0
i
z
REVISIONS
SYM. DESCRIPTION
Al /' ...PHASE 1 I --_
Z)_ I
a PROPOSED 20
I STORM DRAINAGE
/EASEMENT TYP. r
/
14 15 , 16 17 18 19 20 21 SPACE ' 35 i 4 / DELINEATED .` E, PEN SPA _ 0
1
I 3 WETLAND
i i I
03 LOGGE LANE
D1 (50 PUBLIC R/W)
n 15" _
\ C1
D4 �2so. D2 ; \\ C2 C4 15 2 /
�I PROPOSED
STORM DRAINAGE
EAS MENT
\31 /
24 \ ; : ,
22 23 \ , 25 26 2�, 28 29 30 33 r =-- -Z-
32 /
jr
F1
i
�_ _ -- _ _ _ - _ _ _ - _ / - _ - - - - _ _ _ _ _ -. - _
_ _p'(SUITABLE SOIL
_ cDOC BROWN RD. (SR 1302) `` �\ ---FOR SEPTIC (iYP.)
10'x70' SIGHT
so�\ (60' PUBLIC R/W) \ ��
'• \ \
TRIANGLE
OVERALL GRADING AND DRAINAGE PLAN
SCALE : 1 "=100'
LEGEND
-265- --
EXISTING CONTOUR
—266—
PROPOSED CONTOUR
PROPERTY BOUNDARY
- - —
EXISTING RIGHT OF WAY
— - - —_
PROPOSED RIGHT OF WAY
PROPOSED SIDEWALK
PROPOSED BUILDING SETBACK
----------
PROPOSED UTILITY EASEMENT
~--------
PERMANENT POND DRAINAGE EASEMENT
----- —
PROPOSED STORM DRAINAGE EASEMENT
PROPOSED STORM DRAINAGE
PROPOSED CURB INLET
PROPOSED YARD INLET
EXISTING DELINEATED WETLANDS
EXISTING UNSUITABLE SOIL FOR SEPTIC
CAU_
BEFORE YOU DIGI
Dig Salfely.
1.800-632- 4949
NORTH CAROLINA ONE -CALL CENTER
TITLE REFERENCES
DEED BOOK 304 PAGE 579
DEED BOOK 886 PAGE 975
HOKE COUNTY REGISTRY
DATE I BY
FINAL DRAWINGS
SCALE: 1" = 100'
100' 0 50' 100' 200'
Y
O
cl) a
z
J
M Q
W � U
W
rn Q z
O=z
0 0
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DATE:
SEPT., 2011
DESIGNED:
TFW
DRAWN;
TFW
CHECKED:
TKG
SCALE:
1'=100'
SHEET NO.
OF:
C-3

i I
O REVISIONS
FOR CONTINUATION OF CURVE NO. 1 �I SYM. DESCRIPTION DATE BY
SAWDUST LANE
1 I PVI STA 20+62.81 1
FOR CONTINUATI N OF SEE SHEET C-9
1 I N 458549.5549 / ARROWHEAD DRIVE
f 1938421.3728
f SEE SHEET C-6 Z I I R= 750.00' '
/ 3 I L= 281.44' O
=
PROPOSED 24" ASPHALT �
WEDGE CURB (TYP.) � m 1 12 00 I // 1 T 142.39' //
15 00
/ _ ! :D I I / PROPOSED FINAL DRAWINGS
/ 14 < ° 1 I / 20' STORM DRAINAGE /
/ O Q „� 1 I 1 I I EASEMENT / / '/
1 I STA. 9+82 15 16 17 18 19 20 21
/18' LEFT
O / 1-6"x6" TEE PROPOSED 6" SDR-21
I I / 2-6" GATE VALVES PVC WATERMAIN
INTERSECTION PROPOSED WATER 1 I INTERSECTION
STA. 10+00 LOGGER LANE SERVICE (TYP.) 11 DO I STA. 19+00 LOGGER LANE - -
ta /oo I I STA. 13+15 ARROWHEAD DRIVE i I STA. 10+00 SAWDUST LANE
N 457799.7759 PROPOSED 6" SDR-21
II I N 458434.6947
E 1937668.108 CI-D1 PVC WATERMAIN , , I I E 1938305.9788DEL
r• • ,
' INEATED WETLAND
�I I T/C 265 67' I 1 PROPOSED 2" SDR-21 I '
I
I
II
a_
Sa
13 00
�_
I
j
0_ 0
a 11�
12 100
I-
CI-D3 INV. 262.17' / / \ j PVC WATERMAIN _ /' /
T/C 259.05' LOGGER LANE
INV. 255.55' (50' PUBLIC R W - - - - - 3 (TYP.) \ ? `� \\ \ G
—---------------------------- —-------------- �— -�8s• �, --- __�
91,
J - ------ �t ' FOR CONTINUATION OF
N u N45'07 58"E W w i - - �� Z - / �- STORM DRAINAGE
/ a 292 LF 15"RCP ® 2.18% o 0 920 42 g o W o�1— - t— - t ti ~ -- -t _ - - , 28 LF 15"RCP` ,I SEE SHEET C-10
---��------------------- FES-05
X -------- _ � g0 -, \`�-.,-- � � \ INV. 248.4T
26 LF 15"RCP- � ------ --- � \ _ELF " `.
2 26 LF 15"RCP I STA. 1 +82 - 1g RCP ti S'Lx4'W1x5'W2x18 fHK.
® 1.0% 6 CI-D2 5' UTILITY ®���� ti o
CI-D4 6 \ T/C 265.67' ®2'0% 1-6"x6" TEE N ` ` \ \' -- ' VELOCITY DISSIPATOR
EASEMENT (TYP.) 1 18 LEFT CLASS "B" RIPRAP
T/C 259.05 INV. 261.65' I " p CI-C1
PROPOSED 5' CONCRETE 1-6 PLUG T C 262.83' CI-C2 " c�0�
INV. 255.29' I / 0 J 1 DOUBLE CI-C4
SIDEWALK TYP.) TAPPED 2" NPT INV. 259.33' T/C 254.68'
I 54 LF 15"RCP ( I 2-6" GATE VALVES \ INV. 250.18' `l / / T/C 253.37'
® 2.06% I " / INV. 248.87'
1-� GTE VALVE � \ \ � _
PROPOSED STORM �� \\ 68 LF 15"RCP - "� \ \68 LF 15"RCP
DRAINAGE EASEMENT \ ti
(TYP.) \ / \ ® 1.38% _ _ ® 0.�4%
/ \ STA. 22+40
I 23 2�F 25 26 27 , 28 2g 30 \ 31 41 RIGHT
1 2" BLOW -OFF -
1I CULDESAC ASSE BLY
\ / STA. 22+32.82 LOGGER LANE CI-C3 \
\ / / N 458618.3111 T/C 253.74' - - -- -
1 \ / E 1938580.5116 INV. 249.24'
PROPOSED 6" SDR-21 / \ 32
11too II I I PVC WATERMAIN
LOGGER LANE — STA. 10+00 — STA. 22+32.82
i
1
PVI
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INT ELEV = 269..81
ruGh NutNT STA = 17+88.52
PVI STA = 18+65
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1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
L ItUV
2 5' VERTICAL
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SCALE:
AS SHOWN
SHEET NO. C-•7
OF:

CURVE NO. 2
PVI STA 21 +25.83
N 458130.5042
E 1937291.6224
R = 230.00'
L = 50,24'
A = 12'30'57"
STA. 21 +00 T = 25.22'
18' LEFT
1-6"x6" TEE
1-FIRE HYDRANT
ASSEMBLY
1-6" PLUG
cl-A2
T/C 252.35'
INV. 249.10'
CI-A3
T/C 252.35'
12"INV. 248.97'
15"INV. 248.72'
26 LF 12"1
® 0.50%
N45'07'58"E
8.32'
`2So \ FOR CONTINUATION OF \[_ \
\ ,------240----------_ \\
STORM DRAINAGE SYM.
SEE SHEET C-1 1
_- - - - - . PROPOSED 20 STORM \ \
PROPOSED 20 STORM
\ \ i . i' DRAINAGE EASEMENT - \ \ NA EASEMENT
`
DRAT G EASEM `\
� �
45 ,
44 O \\\ 40
7
FOR CONTINUATION OF\ j
f a I STORM DRAINAGE
SEE SHEET C-10 \
m 1\-------
IM , I \ CI-A13 SQ `� STA. 30+41.14 \\ FES-B3 \ \
1 \T/C 254.29' STA. 29+59.70 18' LEFT \ INV. 228.50'
N ' 24"INV. 246.24' 18' LEFT 1-6"x6" TEE \\ CLASS 'Lx4'W1 " RW2x2 THK.
IN 30"INV. 245.74' 1-6"x6" TEE 1-6 PLUG \
- - - - - 1-FIRE HYDRANT SAPPED 2" NPT \ VELOCITY DISSIPATOR
1 ASSEMBLY 2-6" GATE VALVES PROPOSED 20' STORM \ \
1 -+ 26 LF 24"RCP 1-2" GATE. VALVE � /
DRAINAGE EASEMENT
® 0.31 % V_
ti PROPOSED 5' CONCRETE I " PROPOSED 2" SDR-21' , S44'52'02"E
SIDEWALK (TYP.) 1 1 PROPOSED 6 SDR-21- 3' (TYP.) 5' UTILITY PVC WA ERMAIN 25 00' Q ® \ \
p PVC WATERMAIN
�-------------------------------------------_-------- EASEMENT (TYP.)
-
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CI-A6 DOUBLE CI-A7
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TQBACCO ROAD
CI-A10 \
NO
\
T/C 254.80 T/C 254 71'
T/C 254.49
(50' PUBLIC R/W)
T/C 254.74
T/C 250.82
\
J 18"INV. 247.91' INV. 247.26' 15"INV. 251.22`� I INV. 247.32' \
PROPOSED WATER INV. 246.51'
1 c 24"INV. 247.41 I -
i SERVICE (TYP.) 64 LF 24"RCP 44 LF 18 RCP _ : ! ^ \ 18"INV. 250.97' i 1 __ __ 110 LF 15"RCP \
RCP ® 0.30% � ® 1'0% � � PROPOS D STORM 1 1 05.86%
I I! I i INTERSECTION "
I PROPOSED 24 ASPHALT DOUBLE CI-Al2
STA. 21 +59.14 TOBACCO ROAD T/C 254.29' (TYP-) { ( 1
I I STA. 18+15 ARROWHEAD DRIVE WEDGE CURB (TYP.) \ I I 1.I oo I rL CULDESAC
N 4588+15 81 18 INV. 246.82 6Q I 1 STA. 32+59.70 TOBACCO ROAD
1 I n 00 - - - - - - _ _ 24"INV. 246 32'Z INTERSECTION
E 1937315.3762 - _ _ STA. 30+59.14 TOBACCO ROAD I { 25' RIGHT
i _ _ STA. 15+00 SAWDUST LANE { 1 N 458912.8383
D I I 1 STA. 21 +40.32 / O f�- - - - - - Q 1 1 N 1937953.249 �I I E 1938113.0304
I I I 18 LEFT / O O E 1937953.2461 1 1 I STA. 32+67
1-6"x6" TEE / - - -
o O I I I 2-6" GATE VALVES / I - �6 _ _ 1- RIGHT
/ 12 I I I N '1-2" BLOW -OFF
O O I 1 o D ASSEM LY
c 21 I O /
D 1 1 PROPOSED 6" SDR-21 PROPOSED 6" SDR-21 I 13 _00 I -0PVC WATERMAIN C \ 37
-�
- PV WATERMAIN { m-�
p 16 t OO
O-
< I FOR CONTINUATION OF FOR CONTINUATION OF 1 { I I
m I ARROWHEAD DRIVE SAWDUST LANE F I Z 1
SEE SHEET C-6 SEE SHEET C-9 1 m /I
DOUBLE CI-B2 39
T/C 246.87'
INV. 240.87' \
7 2�C
TOBACCO ROAD - STA. 20+98.85 - STA. 32+59.70 CONSTRUCTION NOTES CAN BE FOUND ON SHEET C-4.
REVISIONS
DESCRIPTION
DATE I BY
INAL DRAWINGS
CALL
BEFORE YOU DIGI
DigSafely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
5'
2 5' VERTICAL
SCALE: 1" = 5'
0
HORIZONTAL
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REVISIONS
I SYM. I DESCRIPTION I DATE I BY 1
11
PROPOSED 6" SDR-21
I PVC WATERMAIN
1
PROPOSED WATER
I I SERVICE (TYP )
`Icn Of
000
! v C7 I
12 �! co
! n I
-mII
>I
j I I PROPOSED STORM I
I STA. 10+43.50 DRAINAGE EASEMENT I
/ 18' LEFT (TYP.)
STA. 10+18 I I / 1-6"x6" TEE 21 /
1-FIRE HYDRANT O 54 LF 15"RCP
18' LEFT I j j I // ASSEMBLY 13 0 0.50%
1-6"x6" TEE I I / LWEDGE
D 24" ASPHALT CI-A9 /
1-6" PLUG URB (TYP.) T/C 255.12-
TAPPED 2" NPT I /PROPOSED 6" SDR-21 3 12"INV. 251.74'
1-2" GATE VALVE2-6" GATE S ''` PVC WATERMAIN(TYP.)15"INV. 251.49'
---_---- - ----- ----_ -- W
i m 1,4 ti S44 52'02"E w N p
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I I STA. 10+00 SAWDUST LANE 7PROPOSED 5' CONCRETE 1 CI-A8
I I I STA. 19+00 LOGGER LANE SIDEWALK (TYP.) i T/C 255.12
I
N 458434.6947 INV. 251.87'
E 1938305.9788 I
/ I 00 0z II3 I I 36
// I I � I �� ► 35 I
I
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,llools
I .PROPOSED 2" SDR-21 1
PVC WATERMAIN
FOR CONTINUATION OF r j
31 ! TOBACCO ROAD /
FOR CONTINUATION OF
! LOGGER LANE \ / SEE SHEET C-8 /
! l SEE SHEET C-7
SAWDUST LANE — STA. 10+00 — STA. 15+00
T..
00 zv
I/
/
I �
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i
I
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18' LEFT
1-6"x6" TEE 43
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1-2" GATE VALVE
i
/r
/ 42
/
INTERSECTION
STA. 15+00 SAWDUST LANE
-STA. 30+59.14 TOBACCO ROAD
/ N 458789.0669
E 1937953.2461 I
/
PROPOSED 2" SDR-21 /
PVC WATERMAIN /
/
/
4
i
i
FINAL DRAWINGS
CALL
BEFORE YOU DIGI
DigSafely.
1-800-W2-4949
NORTH CAROLINA ONE -CALL CENTER
5'
2.5' VERTICAL
SCALE: 1" = 5'
0
HORIZONTAL
SCALE: 1" = 50'
50' 0 25' 50' 100'
CONSTRUCTION NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FDR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL SEPARATION
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
AND WATER MAINS. E THESE SEPARATIONS CANNOT BE
MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER
SIDE OF CROSSING.
IF WATER MAIN CROSSES UNDER A SEINER MAIN OR A SEWER
MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
OF VERTICAL SEPARATION AND SHALL BE TESTED AND INSPECTED
TO WATERMAIN STANDARDS FOR BOTH WATER AND SEWER MAIN.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER
IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON
PRICES.
3.) ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4.) ALL WATER SERVICES SHALL BE 1" PE UNLESS OTHERWISE
NOTED.
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\ \ INV. 237.64'
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CLASS "A" RIPRAP \
0 JB-E2 VELOCITY DISSIPATOR
RIM 243.00' r -
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/ PROPOSED-
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\\ CLASS "B" RIPRAP
VELOCITY
`- DISSIPATOR /
STORM DRAIN PLAN AND PROFILE
REVISIONS
ISYM.I DESCRIPTION I DATE I BY 7
FINAL DRAWINGS
\ \\\\ �\
\ \
,
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41 \ 5.
\\ 40 \ \ \ 2.5 VERTICAL
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'fOPACCO ROAD \ \
(50' PUBLIC R/W) \ �GQ , `
-PROPOSED
STORM DRAINAGE
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V�
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REVISIONS
FINAL DRAWINGS
5'
2 5' VERTICAL
SCALE: 1" = 5'
0
HORIZONTAL
SCALE: 1" = 50'
50' 0 25' 50' 100'
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NORTH CAROLINA ONE -CALL CENTER
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99
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s
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(TYP.)
l
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L=14.72': 3
t 0.0' + / o00 f 46 I
I
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(TYP.)
3' 213.0'
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CHAIN LINK FENCE (TYP.) ' / PROPOSED 24"
y ; 10 WIDE WEI R-10.0' i � /
224.0' =9.38' EV. 218.0' ) / / ASPHALT WEDGE
-�
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// CURB (TYP.)
219 , 213.0' 2•
Flo
ti�� set `•� -- J •�--�-------=-------=--- ----------�=------
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�R=10.
ry�o• ) - - - - - - - - - - - -
---------
v�r ; 91 .0' / L=10.21�
/ - -- -------
3• j OR_ �� '7 i 10.53' / / PROPOSED 20'
/80'30.02' /
w V v STORM DRAINAGE AND
at PROPOSED 16' WIDE / ACCESS EASEMENT
N 4, /N �4i o ACCESS GATE - CONTRACTOR
SHALL GRADE A 10'x10'
SQUARE AREA FLAT TO
(� 21 .0' i u'; { ENSURE PROPER OPENING
\/i OF GATES
ry J WET DETENTION POND
NO. 1 J `
SURFACE AREA AT PERMANENT
POOL = 10,556 S.F.
^v SURFACE AREA AT TEMPORARY
N POOL = 20,066 S.F. /
21 .0'
1 N *� N x 10' WIDE LATORAL SHELF /0)
0) N / AT 10:1 SLOPE (TYP.) /N v - \
(o t / pa
/ PERMANENT POOL
30'
B-B
3
Qf
Om
Qa
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0
REVISIONS
FDW
NOTE:
ALL SEDIMENT DEPOSITED IN THE POND DURING CON RUCTION MUST BE REMOVED,
EROSION FEATURES MUST BE REPAIRED, SKIMMERS R MOVED FROM THE RISER,
WATER QUALITY DRAWDOWN ORIFICE INSTALLED AND E VEGETATED SHELF MUST BE
RESTORED, BEFORE OPERATION AS A STORMWATER B P BEGINS.
NOTE:
THE CONTRACTOR SHALL ENSURE THAT
THE POND
HAS A MAXIMUM INFILTRATION OF 0.01
IN/HR.
THIS MAY BE ACCOMPLISHED BY RE
DISTRIBUTING
EXISTING CLAYS OR USING BORROW
CLAY AS
NECESSARY AS DIRECTED BY THE G
OTECHNICAL
ENGINEER.
THE CONTRACTOR SHALL HAVE A NO
LICENSED
GEOTECHNICAL ENGINEER VERIFY A
MAXIMUM OF
0.01 IN/HR INFILTRATION PRIOR TO
CONVERTING
THE EXCAVATED AREA FROM A SEDI
ENT BASIN TO
A PERMANENT WET DETENTION BAST
. IF 0.01 IN/HR
MAXIMUM INFILTRATION CANNOT BE
AINTAINED A
PERMANENT LINER WILL NEED TO B
INSTALLED. IF
A LINER IS USED, THE SOIL MUST
E TESTED FOR
INFILTRATION RATE PRIOR TO INSTA
TION BY A NC
LICENSED GEOTECHNICAL ENGINEER.
x ELEV. 218.00' /
PROPOSED STORM WET DETENTION POND � _ _ NO. Z
DRAINAGE EASEMENT - L .36SURFACE AREA AT PERMANENT
� =9'
-22 . / AREA =6 O ATTEMPORARY
PERMANENT BAFFLE POOL SURFACE A
/ POOL = 14,192 S.F.
BOTTOM OF LATORAL SHELF
N37'39' 14" ELEV. 249.00 -
, � / 1_=23.21'
/ / J PROPOSED 4 HIGH ? \ ` 1R=92.00' 156.86' L=8.96; L-10.18'
/ i CHAIN LINK FENCE (TYP.) S? g7S3g'O1'E �_ - / Q c� /
x x -.
PROPOSED PERMANENT / "=22 41' 35 501
S64'49'25"E R=5.00'
3x2 PRECAST CONCRETE
DRAINAGE EASEMENT (TYP.)
t _ =10.00 �^� 24 S '05'06'V / O
-
RISER (INSIDE DIMENSION) / 1 t��- �24l3r =20.25' +5
m \
TOP ELEV. 220.00' / 253.0' 243.0' =15 0'
BOT. ELEV. 215.50'
TO BE FILLED WITH CONCRETE I EM. SPILLWAY ELEV. : 251.35' + ?A + SEE SEC N 0249
UP TO ELEV. '217.50' rl EM. SPILLWAY WIDTH : 10' _ 4,,S9si �. SHEET C�-1 :1 _ + 6T 253OF
EM. SPILLWAY SLOPE 6% 2 0.5' L 7\
10 WIDE WEIR - \
8 STORM MANAGEMENT PLAN
wrronnin yin
s' SCALE : 1 "=30'
INDIVIDUAL PANEL
SECTION (TYP.)
72'
1
J�
PLAN VIEW
l
l
SIDE SLOPE OF
--
1
MAIN POND
I
1
NOTE:
PANEL
TOP DIVERSION
WALL ELEV. 251.25
TOP TEMPORARY
POOL ELEV. 251.0
DEPTH OF PANELS
PER MANUFACTURER'S
DESIGN AND SPECIFICATIONS
PVC OR STEEL
SHEET PILING PANEL
BOTTOM OF MANUFACTURER SHALL BE CONSULTED TO DETERMINE TYPE
MAIN POND OF PANEL AND DIMENSIONS TO BE USED FOR WALL.
PROFILE VIEW
PERMANENT BAFFLE DETAIL
NOT TO SCALE
LINE W/ CLASS "B" RIPRAP E 249.
13/I + \
�t /
18" THICK x " HIGH � � �\ 49=10.03'
TOP OF LATORAL SHELF - 3� gti 2 R=5.0�' L=13.28' / (STING 24"RCP
ELEV. 250.00' �2r `�s? Rom' L=20.76� L`'� o R=29.50'
s
PERMANENT POOL E- + L w,� / / PRO ED 16 WIDE
253.0' R=15.00
ELEV. 249.50'
253.0' / + +' ' / ACCE GATE - CONTRACTOR
'�iy - /
- - ---10' WIDE LATORAL SHELF / SHA GRADE A 10'x10'SQU AREA FLAT TO
AT 10:1 SLOPE (TYP.) + / ENSU PROPER OPENING
3'x2' PRECAST CONCRETE 25 " F04BAY
SURFACE AREA AT PERMANENT OF ES
RISER INSIDE DIMENSION 00 34 LF 15"RCP "O-RING"
( ) /
TOP ELEV. 251.00' /BARREL ®0.50% SLOPE POOL1,413 S.F. "
BOT. ELEV. 247.17' / INV. AT RISER ELEV. : 249.17' /
TO BE FILLED WITH CONCRETE - INV. OUT ELEV. 249.00'
UP TO ELEV. 249.17 / gp.69' /
FES/- BARREL i� N7T52'20"W i /
/INV. OUT 249.00' /
z
5'Lx4'W1x4'W2x9"TH!K. PROPOSED PERMANENT
CLASS "A" RIPRAP DRAINAGE EASEMENT (TYP.)
VELOCITY DISSIPATOR
i
LEGEND
EIR O
EXISTING IRON ROD
o
EXISTING CONCRETE MONUMENT
265
EXISTING CONTOUR
-266-
PROPOSED
CONTOUR
PROPOSED
STORM DRAINAGE
----------
PROPOSED
STORM DRAINAGE EASEMENT
®
PROPOSED
CURB INLET
❑
PROPOSED
JUNCTION BOX
- PERMANENT
POND DRAINAGE EASEMENT
PROPOSED
SIDEWALK
- - - -
PROPOSED
RIGHT OF WAY
--- - ---
PROPOSED
EASEMENT
x
PROPOSED
CHAIN LINK FENCE
FORM MANAGEMENT PLAN
WETPOND NO. 2
SCALE : 1 "=30'
NORTH CAROLINA
SCALE: 1" = 30'
1
YOU DIGI
CENTER
() 0) g�N
4-J m Y� N
j C C
. U a IL
0 cc_E W
N C LL' g
N zm .
c a04
U`
N
0 S
z
DATE:
SEPT., 2011
DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
TKG
SCALE:
1 "=30'
SHEET NO.
C-14
[- 0
OR

REVISIONS
10' TOP OF
AM WIDTH
TOP
OF DAM ELEV. 224.00'
�
CL EXISTING GRADE
i
i
3
IE
MERGEtf f6Y SPILLWAY ELEV. 222
00'
/
PROVIDED TEMP. PO
L ELEV. 220.00'
220
/
TOP OF RISER ELEV.
220
220.00'
PROPOSED GRADE
56 LF
"O-RING" GASKET
10' WIDE SHELF
10' WIDE SHELF
3:1 SLOPE
24"RCP
® 0.50%
10:1 SLOPE
PERM. POOL/INV. OF 2 DRA
DOWN ORIFICE ELEV. 218.00
10:1 SLOPE
TO BE FILLED
INV. ELEV. 217.50'
INV. OUT ELEV. 217.22'
WITH CONCRETE
UP TO ELEV. 217.50'
PO
D
FOREBAY
r
BOT. OF RISER ELEV. 215.50'
215
215
3
3
2
12'Lx7'W1 x7'W2x18"THK.
11
1
r2
11 11
CLASS "B" RIPRAP
VELOCITY DISSIPATOR
S.H.W.T. ELEV. 213.00'
BOT. OF POND E
L1/. 212.00'
BOT.
F FOREBAY ELEV. 213.00'
210
210
r7
to
N
I�
1
O
r
(V
N
N
N
N
N
N
10+00
1 1+00 12+00
WETPOND NO. 1 SECTION A
13+00
10, TOP OF DAM WID
CL EXISTING GRADE
TOP OF DAM ELEV.
253.00'
5'
34 LF 15"RCP
"O-RING" GASKET
10' WIDE SHELF
— — —
® 0.50%
EMERGENC
SPILLWAY ELEV. 251.35'
10:1 SLOPE
F RISER ELEV. 251.00'_
5'Lx4'W1x4'W2x9"fHK.
TOP
:3-1
SLOPE 3
CLASS "A" RIPRAP
PR
VIDEDI€M�-POT1C ECEV. 51.
9'
1
2cJ0
VELOCITY DISSIPATOR
250
P
RM. POOL INV. OF 1 1 2" D
WDOWN
INV. OUT ELEV. 249.00'
INV. ELEV. 249.17' ORIFICE
ELEV. 249.50'
10' WIDE SHELF
10:1 SLOPE
BOT. OF RISER
ELEV. 247.17'
(L
ROPOSED GRADE
POND
FOREBAY
TO BE FILLED
WITH CONCRETE
UP TO ELEV. 949.17'
3
3 2
2
S.H.W.T. ELEV. 245.50'
1
1
1 1
245
245
BOT. OF POND ELEV. 243.
0'
BOT. OF FORE
AY ELEV. 243.00'
O
M
O
N
N
N
N
SYN. I DESCRIPTION I DATE T - BY
FDW
FINALPRAWINGS
1 /2" TOP RAIL
v, E
0 04 ,, 8
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CENTERLINE
OF
1
TOP OF ••
AT BOTTOM OF
SWALE IN CASE OF
'•
•
CONCRETE FOOIING
". DIAMETER
GRADE
SCOURING • il
FENCE DAMAGE
0
• -
13
FENCE AT SWALE CROSSING
DETAIL
�—
NOT TO SCALE
Z
O
z
> z
J
O
W r U
�
'�^ 'w
v, z
O n
oa0
W
L Y
=
TTr
c!)r
J
2'
DATE: SEPT., 2011
1. VERTICAL
SCALE: 1" = 2'
DESIGNED: TFW
DRAWN: TFW
0
CHECKED: TKG
SCALE: AS SHOWN
HORIZONTAL
SCALE: 1" = 2
SHEET NO.
20' 0
10' 20' 40'
C-15
OF:

A4
yY.
WETR
SCALE : 1
LANDSCAPING NOTES:
1. THIS PLAN FOR PLANTING LOCATIONS ONLY.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT
MAINTENANCE, INCLUDING SHRUBS AND HERBACEOUS PLANTS, AND SHALL
MAINTAIN AREA IN A WEED AND DEBRIS FREE CONDITION, THROUGHOUT
THE TWO-YEAR GUARANTEE PERIOD.
3. PLANTING SHALL NOT BE PLACED WITHIN 10' OF ANY INLET OR
OUTLET DEVICE.
4. CENTIPEDE GRASS TO BE PLANTED AT TOP OF BERMS AND EXTERIOR
SLOPES OF CONTAINMENT BERMS, AND 3:1 SIDE SLOPES.
5. SIZES SPECIFIED IN THE PLANT SCHEDULE ARE MINIMUM SIZES TO
WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM
SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT.
6. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS,
WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND
SHALL HAVE ADEQUATE ROOT SYSTEMS.
7. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS,
WELL -ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH
THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE GOOD
QUALITY AND ARE IN A HEALTHY GROWING CONDITION.
8. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE
PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENT FOR THE
VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST
EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN
(AAN).
9. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS,
INCLUDING SEEDING FOR TWO FULL YEARS AS REQUIRED BY NCDENR.
CONTRACTOR MUST CONTACT OWNER AT LEAST 10 WORKING DAYS IN
ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). CONTRACTOR MUST
REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING
RECOMMENDED PLANTING SEASON.
LANDSCAPE LEGEND:
SHALLOW LAND
CHELONE GLABRA (CHGL)
LOBELIA CARDINALIS (LOCS)
LOBELIA SIPHILITICA (LOSA)
KOSTELETZKYA VIRGINICA (KOVI)
SHALLOW WATER
K00000°0
QOQO,OVO
0 0 0 0
IRIS VIRGINICA (IRVA)
SAGITTARIA LATIFOLIA (SGLA)
SAURURUS CERNUUS (SACR)
SCHOENOPLECTUS TABERNAEMONTANI (SCVS)
PLANT SCHEDULE (POND 2)
,a s
'r
KEY
JQTY
JBOTANICALNAME
COMMON NAME
ISIZE
ISPACING
!HERBACEOUS PLANTS
r CHGL 108
Chelone glabra White Turtlehead bare root 18" OC
KOVI
69
Kosteletzkya virginica
Seashore Mallow
quart
18" OC
LOCS
94
Lobelia cardinalis
Cardinal Flower
bare root
18" OC
LOSA
116
Lobelia siphilitica
Great Blue Lobelia
bare root
18" OC
HERBACEOUS PLANTS
IRVA
118
Iris virginica
Blue Flag Iris
bare root
18" OC
SGLA
124
Sagittaria latifolia
Duck Potato
bare root
18" OC
SACR
64
Saururus cernuus
Lizard's Tail
bare root
18" OC
SCVS
107
Schoenoplectus tabernaemontani
Soft Stem Bulrush
bare root
18" OC
TOTAL
800
POND 2 PLANT AND LANDSCAPE REQUIREMENTS:
SECTION 10.3.7
MINIMUM OF 50 PLANTS/200 SF OF SHELF AREA
TOTAL SHELF AREA: 3,085 SF
3,085 SF/200 SF = 16 X 50 PLANTS
TOTAL: 800 PLANTS
N�
POND 1 PLANT AND LANDSCAPE REQUIREMENTS:
SECTION 10.3.7
MINIMUM OF 50 PLANTS/200 SF OF SHELF AREA
TOTAL SHELF AREA: 4,502 SF
4,502 SF/200 SF = 23 X 50 PLANTS
TOTAL: 1,150 PLANTS
REVISIONS
SYM. I DESCRIPTION DATE I BY
:i
FINAL DRAWINGS
PLANT SCHEDULE (POND 1)
KEY
IQTY
BOTANICALNAME
COMMON NAME
SIZE
SPACING
HERBACEOUS PLANTS
CHGL
160
Chelone glabra
White Turtlehead
bare root
18" OC
KOVI
113
Kosteletzkya virginica
Seashore Mallow
quart
18" OC
LOCS
125
Lobelia cardinalis
Cardinal Flower
bare root
18" OC
LOSA
159
Lobelia si hilitica
Great Blue Lobelia
bare root
18" OC
HERBACEOUS PLANTS
IRVA
152
Iris virginica
Blue Flag Iris
bare root
18" OC
SGLA
168
Sagittaria latifolia
Duck Potato
bare root
18" OC
SACR
158
Saururus cernuus
Lizard's Tail
bare root
18" OC
SCVS
115
Schoenoplectus tabernaemontani
Soft Stem Bulrush
bare root
18" OC
TOTAL
1150
�•� SCOA � o o c a
'loth1 I I
5' 5'
SHALLOW LAND SHALLOW WATER
SHELF AREA
REQUIRED
SHELF PLANTING
CONTROL ELEV.
POND PERIMETER PLANTING (SHELF AREA
SECTION NOT TO S
CALL
BEFORE YOU DIGI
Dig0 Safely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
SCALE: 1" = 20'
20' 0 10' 20' 40'
�N........
n. --,;
J to
Li
r
tttt���
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m C4 N
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0
a
z
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0 0
z
U
W
Q cc
z
0 j
0 �- O
U
DATE:
SEPT., 2011
DESIGNED:
JWS
DRAWN:
MS
CHECKED:
REK
SCALE:
1'=20'
SHEET NO.
OF: _
L-1
,

POST
REVISIONS
DATE
d
GAX LATCHES- 1EA
GAT
ON TH GATES -PER
MANUFACTURERS DESIGN
1 1 ':I `- FRAME
PIPE FOR GATE LATCHES -
2EA ON BOTH GATES (1 FOR
FULLY CLOSED GATE AND 1
FOR FULLY OPEN GATE -
PER MANUFACTURERS DESIGN
ATTACH FENCE FABRIC
TO GATE FRAME WITH 13
GAUGE ZINC COATED TIE
WIRES 2'-0" SPACING (TYP.)
8'
HINGED LATCHING
PER MANUFACTUB
2" MAX J
TRUSS ROD W/
TURNBUCKLE
9 GAUGE HOT DIPPED
GALVANIZED WIRE
CHAIN LINK FABRIC
16' DOUBLE SWING GATES DETAIL
NOT TO SCALE
10'-0'
TRANSITION
NOTE:
SEE NCDOT STD. NO. 852.05
(WITH EXCEPTON TO 18"
CURB AND GUTTER SECTION)
STEEL HOOD
WEDGE CURB ASPHALT -� \ I / CATCH BASIN
TRANSITION TO A
30" VERTICAL CONCRETE —
CURB AND GUTTER
= I
z
0
o
Fn
o z
EXPANSION JOINT w
24" ASPHALT
WEDGE CURB
PLAN
4" GATE
POST (TYP.)
TRANSITION TO A
30" VERTICAL CONCRETE
CURB AND GUTTER
24" ASPHALT
WEDGE CURB
CURB TRANSITION AT STORM INLET
NOT TO SCALE
4" CORNER OR
TERMINAL POST
1 5/8" BRACE
RAIL (TYP.)
FABRIC FLUSH
WITH GRADE-
24" ASPHALT
WEDGE CURB
TRUSS ROD
W/ TURNBUCKLE
10' MAX.
1 5/8" TOP RAIL
- 2" INTERMEDIATE
POST (TYP.)
10' MAX.
4' FENCE DETAIL
NOT TO SCALE
0
4" THICK CONCRETE SIDEWALK
EXCEPT 6" THICK WHERE
DRIVEWAY IS INSTALLED
ATTACH FENCE FABRIC
TO TOP RAIL WITH 13
GAUGE ZINC COATED, TIE
WIRES 2'-0" SPACING (TYP.)
9 GAUGE HOT DIPPED
GALVANIZED WIRE
CHAIN LINK FABRIC
BOTTOM TENSION WIRE 7
GAUGE COILED SPRING
REINFORCING, ZINC COATED
HOG RING FASTENERS AT
2'-0" SPACING (TYP.)
FOOTING (TYP.)
�I I I- GAS
LIGHT
BROOM
FINISH
CHAIN LINK
FABRIC
4
• n
4
4-
39" a ,
a
4X POST DIAMETER
r -I
FOOTING DETAIL
NOT TO SCALE
GR�S
FINAL DRAWINGS
C
N
.0 w
C eo'
d�a
O
v
z
(� W
Q air
m
� rn
c
c
da
U m
m�
c
w
Q
to
m
m
0
L'
E
Z
3
�
Z
8
J
NOTE:
SEE NCDOT STD. NO. 848.05
NOTE:
CONTRACTOR SHALL MAINTAIN SIDEWALK
THICKNESS AND REINFORCEMENT IN
CONSTRUCTING HANDICAP RAMP.
HANDICAP RAMP DETAIL
NOT TO SCALE
O
CONSTRUCTION
/' j JOINT
/ 1 /2" EXPANSION JOINT SHALL
3000 PSI CONCRETE---/// BE REQUIRED WHERE THE ` ASPHALT EXPANSION JOINT MATERIAL
W/FIBER SIDEWALK JOINS ANY RIGID 1/2" WIDE AND FILL FROM BOTTOM
STRUCTURE AND AT 40 INTERVALS OF CONCRETE TO WITHIN 1/8" TO
1/4" BELOW TOP OF CONCRETE
EXPANSION JOINT
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
NOTE:
SIDEWALK TO BE INSTALLED CONCURRENTLY
WITH HOME CONSTRUCTION OF EACH LOT.
COORDINATE SIDEWALK INSTALLATION WITH
OWNER.
SURFACE
co
Q
W
H
71�
t!1
> z
z
J
O O
o:
m Ira Q
U
= W s
Paz
j
0 a O
U
J
DATE:
SEPT., 2011
DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO.
D-3

REVISIONS
TOP OF CURB
ELEVATION (TYP.)
BACKFILL TO TOP OF FRAME AND
CURB, GRADE SMOOTH, GRATE W/HOOD
SEED AND MULCH -�
PAVEMENT
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1 /2"
2'-2" GRADE 60 REINFORCEMENT
Z MANHOLE STEPS ® 16" O.C. IF
5 DEPTH IS MORE THAN 3'-0"
w
a 8" SOLID CONCRETE BRICK
> w OR PRECAST CONCRETE BOX
V)
STORM
DRAIN LINE STORM DRAIN LINE
#4 REBAR
12" O.C.E.W.
NOTE: NCDOT STD. #840.01 #840.02 MASONRY
OR CONCRETE INLET BOXES.
CURB INLET DETAIL
NOT TO SCALE
DWIF i0 _ _ FL0 ToW I �
'rR100 0311 V AHUNI10:4 S'A
FISH HOOD LOGO
SECTION
NOTE:
NCDOT STD #840.03 WITH TYPE "E,
F AND G" GRATES AS APPROPRIATE
38POPSI CONCRETE
FOUNDATION
COMPACTED
SUBGRADE
30"x36" FRAME AND
GRATE WITH HOOD DETAIL
NOT TO SCALE
6" HIGH OPENINGS
ON ALL SIDES (TYP.)
THROAT
ELEVATION
STORM DRAIN LINE
12" MIN.
(TYP.)
WIDTH VARIES
STORM
DRAIN LINE
24" CAST IRON RING
AND COVER (TYP.)
CHAMPFER EXPOSED EDGES
—CORNER SUPPORTS (TYP.)
6" THICK PRECAST CONCRETE
TOP WITH STEEL REINFORCING
6"x6". W2.1 xw2.1 WWF
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1/2"
GRADE 60 REINFORCEMENT
MANHOLE STEPS ® 16" O.C. IF
DEPTH IS MORE THAN 3'-0"
4" OR 8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
#4 REBAR
12" O.C.E.W.
3000PSI CONRETE
FOUNDATION
COMPACTED
SUBGRADE
YARD INLET DETAIL
NOT TO SCALE
1" PICK HOLES
(2 MIN.)
COVER
RING
RING SUPPORTS (TYP.)
0
0 FLANGE
sw
f — — 23 � /2y
24" CAST IRON
RING AND COVER DETAIL
NOT TO SCALE
1" GROUT
V Do
co zo 3
0
FINISH GRADE
I�
24" MANHOLE
RING AND COVER
VARIES
v
e
4
_
D
e
D
6" WATERSTOP
CONTINOUS
PRECAST CONCRETE
CATCH BASIN
SYM. DESCRIPTION DATE I BY
FINAL DRAWINGS
PRECAST CONCRETE
"WAFFLE BOX"
ALL WORK AND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 840
JUNCTION BOX DETAIL
NOT TO SCALE
oMi
_I
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 12"
z
M
I WIDTH I
PIPE SPRINGLINEII PIPE
ZONE
77
FINAL
BACKFILL
NOTE:
1. BEDDING SHALL BE SMOOTH TRENCH BOTTOM, OR COMPACTED
LOOSE FILL MATERIAL AS REQUIRED TO PROVIDE A FIRM,
STABLE AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE.
STORM TRENCH DETAIL
NOT TO SCALE
(n � EnN
4-1 m 5N
.- H
U is
0 E
N ra 92— -
N — m
Qa42
S c n w
L r�
7 'v1
-c m _a
N
0
E
7
I
J Z
J
GATE: SEPT., 2011
DESIGNED: TFW
DRAWN: TFW
CHECKED: TKG
SCALE: AS SHOWN
SHEET NO.
D-4
OF

30
1-s Le IL
I
'ON 133HS
NMOHS SV
31vos
ONI
03NO3HO
M31
7NMYNO
/k-41
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