SW7060106_APPROVED PLANS_20060206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW -701OC �
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

60
NOTFS:
o - EXI5TING CONCRETE MONUMENT
O - EXI5TING IRON ROD
o - EXI5TING IRON PIPE
�- IITIL17Y POLE
a - CAL6MATED POINT
21 - METER BOX FOR CAMPER5
- WATER VAL VE
- FIRE HYDRANT
®- WATER METER
* - LIGHT POLE
ID - TELEPHONE PEDESTAL
1, - WETLAND FLAG
- AREAS BY COORDINATE METHOD.
TOTAL PARCEL AREA 13.260 AG.
- RFFERERNCE PLAT PREPARED BY
WF5LEY M.EEKIN5, ENTITLED "5KYC0
DEVELOPMENT CO., LLC, PLAT OF
LANL2-ROANOKE 15LAND DATED 1110(5104.
- VERTICAL DATUM NAVD W.
(ADD O.q&' FOR NGVD 2q).
- TH15 15 NOT A BOUNDARY SURVEY
AX915 NOT INTENDED FOR
RECORDATION OR CONVEYANCE.
- WETLAND $ TOPOGRAPHIC SURVEY
DATE5 05110-13105.
L5-Lb 15
744.02' FROM
CONCRETE
MONUMENT
a\
; ffEBL V=240'
IV/F TOP IG / J b'
�V
GRIGG5 LUMBER $ PRODUCE INC. o T , ^ ��\
FENCE 0 ,
N_
NGDOT BENCHMARK
MONUMENT 1-1
\ FL N4 =2. qO'
> NAVD '88
NIP
• .fOlYES/MGDANIELS
© ENTERPR15F5, INC, X�
AW 6 / `�� f{ '\ 7.4
FEWE
IEW FENCE
ti
�S
i
\� JOHN H. HIGH IRON PIPE,
TELEPHONE \
PFDE5TAL,
1~9FTFR POLE d
FIRE HYDRANT
AT CORNER
PROPERTY S�v
LffiE �a
1-STORY
FRAME BUILDING
ON 5LA8 52.6
\O
\�h14NHOLE
N/F
W. MARK 5PENCF
,,, UPLAND AREA �.
\ 7.630 AG 9
o (33z,379.0 5F) 'IV �
9
14
R6
R7 �Ze
3� C�
ya X '�4
RLS
Rq�-
R17 \C��
r,90
R18 +
Rlq�
+ ,\
`s R20�
5 UPLAND AREA \ Ns
0.(24b AG
LOOKOUT (1991.4 5F)TOPER
R22
ti......
APPROX. PATH .:.. +
TO TOWER WETLAND LINE \
TO BOUNDARY LINE
5.584 AG \C�
(243,2,24.3 5F) \ WIRE
R2A +
R2�a L?-
_.., 7
L32
`L31432 15
2.5' NORTHEAST
OF CONCRETE
0
sQ o� MONUMENT
N/F
ALLEN $ VANE55A FOREMAN
GRAPHIC SCALE
30 60 12D
( IN FEET )
1 inch = 60 ft.
240
(9 t o
N1F
DEN15 $ MARGARET LAIC RET14
REVISIONS
INT
DATE
REV1
INT
/
f
REV2
INT
/
REVS
INT
/
REV4
INT
/
REEVS
INT
/
f
COMMISSION NO.
05016
DESIGNED BY
BR
DRAWN BY
KCM
CHECXED BY
KCM
CAD TILE
05016-WET
ISSUE DATE
05/20/05
LINE TABLE
LINE
LENGTH
BEARING
Ll
28.17
N31*16'05'W
L2
IL49
N30*57'00'W
L3
20.61
N30*57'00'W
L4
49.76
S39*15'01'E
L5
14.64
S14*00'20'W
L6
10.97
S14'00'20'W
L7
21.51
S18*47'43'W
L8
16.08
S42*27'03'E
L9
47.29
S61*56'45'W
L10
15.15
S37*26'27'E
Lll
36:21
S63*20'22'E
L12
17.87
S73*05'12'E
L13
30.51
S45*29'26'E
L14
27.50
S69*48'59'E
L15
20.09
N66*10'11'E
L16
10.47
N13*50'26'E
L17
25,90
N46*13'16'E
L18
29.40
N67*59'48'E
L19
44.70
S52*36'46'E
L20
23.42
S45*51'08'E
L21
18.77
S43*08'03'E
L22
39.00
S45*24'14'E
L23
29.82
S44*57'10'E
L24
54.82
S42*39'05'E
L25
49,13
S43*10'24'E
L26
48.00
S43'131'20'E
L27
60.16
S43*14'09'E
L28
46.26
S43*14'07'E
L29
35.26
S34'14'45'E
L30
18.06
S17*47'04'W
L31
14.33
S88*14'47'E
L32
10.34
S88*14'47'E
L33
39.74
N48'37'36'W
L34
22.13
N78037'02'W
L35
44.41
S11*47'3, ".:
L36
20.15
S46*44'01'E
L37
53,10
N59°52'27'E
L38
56.17
S24*13'05TE
N
b
WETLANDS LOCATION
SKYCO DEVELOPMENT COMPANY, L.L.C.
PIN 9789-11-66-4347
NAGS HEAD TOWNSHIP DARE COUNTY NORTH CAROLINA
=-fRlW © ZOOS
QUIBLE & ASSOCIATES, P.c.
THIS DOCUMENT IS THE PROPERTY OF
QUIBLE do ASSOCIATES, PC. ALL
RIGHTS ARE RESERVED. ANY RE -
PROM" OF THIS OR POSSESSION
WM4OUT PRIOR PERMISSION OF
QUTBLE & ASSOCIATES, PC. WILL
CON5ifME VIOLATION OF COPYRIGHT
LAWS. VIOLATION WILL BE SUBJECT
TO LEGAL ACTION
AM4NTEO
l �4/2(9r� TO TIAGS HEAD
��
On
VJo,S
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JAN 10 2106
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PROJ #
404 &�TIFIC, T
,TH15 6ERTIFIF5 THAT TH15 COPY OF TH15 PLAT AGGURATELY
DEPICT5 THE BOUNDARY OF THE -M15DICTION OF 5E6TION
404 OF THE GLEAN WATER AGT UNDER THE FFE5ENT LAW AND
:REGUALTIONS A DETERMINED BY THE UNDERSIGNED ON 77115
DATE UHLE35 THERE 15 A CHANGE IN THE LAW OR OUR
PI91-I5HED REGULATION5, TH15 DETERMINATION OF 5FCTION
404 J)R15DI6,TION MAY BE RELIED UPON FOR A PERIOD NOT
TO EXCEED 5 YEAR5 ,FROM TH15 DATE, TH15 DETERMINATION
yYAS MADE UTILIZING THE 1g87 CORP5 OF ENGINEERS
I.PETLAND5 DELINEATION MANUAL.
DATE
NAME
_ 0s6CT A4A9A(6I
TITLE
Quible SINCE 1959
& "Associates, P.C.
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING
Phone: [phone] Fax: [phone]
E-Mall: qulbleQearthl#nk.net

NOTES:
o - EXI5TINC CONCRETE MONUMENT
O - EXISTING IRON ROD
o - EX15T1N6 IRON PIPE
�- UTILITY POLE
• - CALCULATED POINT
Q - METER BOX FOR 0AMPER5
pd - HATER VALVE
- FIRE HYDRANT
®- AA TER METER
* - LIGHT POLE
M - TELEPHONE PEDE5TAL
- WETLAND FLAG
- AREA5 BY 60ORDINA7E METHOD.
TOTAL PARCEL AREA 13.2690 AC.
- REFERERNCE PLAT PREPARED BY
HE5LEY MEEKIN5, ENTITLED 5KYCO
DEVELOPMENT CO., LLC, PLAT OF
LAND-ROANOKE 15LAND'; DATED 11/08/04.
- VERTICAL DATUM NAVD W
(ADD 0 q,5' FOR NGVD 2q)
- TH15 15 NOT A BOUNDARY 5URVEY
AND 15 NOT INTENDED FOR
RECORDATION OR CONVEYANCE.
- HETLAND $ TOPOGRAPHIC 5URVEY
DATE5 05110-13105.
1�
60
?ROP INLET
RATE ELEV =2.40'
'6 T
6HAIN-LINK
FENCE GDRTdERr � '-' =' • ; /
o
\(A
NIF
GRIG65 LUMBER f PRODUCE INC. 0
FBVCE ®
END FfNGf
L6' CFI=
L5-L615
MOPO Y
744.02' FROM
LINE
CONCRETE
MONUMENT
JONE5/MGDANIELS
® / ENTERPR15E5, INC, / \
/ Q
FENCE
4
s,\
1 5TORY A ao ate\
FRAME BUILDING
ON 5LAB
52.6'
ya 4
UPLAND AI
7.630 A
R54 <I
(332,378.0
0
14
R6 �� R13 LI O3'
R7 <i R12�'/ J647��t�C�q
R8 \�' �f'` o RIS fit' + \
4o
�4
Rq`5 RN w RI6�4�'i
RIO \ ,; T
t� R17
< 53
R/A
1i�51 \ +
3
54 A�, Li Y R20
55 UPLAND AREA 4 \S
0.046 AG µ..w.•
LTOPOPEi20UT (19g1.4 5F) _ R2A
R22
.........
LAPPROX. PATH WETLAND LINE \ +
TO TOWER \
N/F
ALLEN $ VANE55A FOREMAN
GRAPHIC SCALE
30 BO 120
( IN FEET )
1 inch = 60 ft.
TO BOUNDARY LINE R23,
5.504 AG
(243,224.3 5F) \ fa HRE
.-FEWE
R2A +
R2�w R27
. J L32
} . L.31-L32 15
2.5' NORTHEA5T
OF CONCRE7E
�p MONUMENT
240
N/F
DEN15 $ MARGARET LANDRETH
\ - NCDOT BENCHMARK
MONUMENT I-1
ELEV. =2. qO,
/ \ NAVO 88
CGS
i
2
\\\\ `S11
N/F
JOHN H. H10H IRON PIPE, \ \
TELEPHONE \
PE17E5TAL,
MFTFR POLE � �
FIRE HYDRANT
AT CORNER -
REVISIONS
INT
DATE
REV1
INT
/
f
REV2
INT
/
REV3
INT
/
f
REV4
INT
REV5
INT
/
M MARK PENCE
COMdMISSION NO.
05016
DESIGNED BY
BR
DRAWN BY
KCM
CHECKED BY
KCM
CAD F1LE
05016-WET
ISSUE DATE
05/20/05
LINE TABLE
LINE
LENGTH
BEARING
Ll
28,17
N31'16'05'W
L2
11.49
N30'57'00'W
L3
20.61
N30'57'00'W
L4
49.76
S39'15'01'E
L5
14.64
S14'00'20'W
L6
10.97
S14'00'20'W
L7
21.51
S18047'43'W
L8
16,08
S42°27'03'E
L9
47,29
S61'56'45'W
L10
15.15
S37'26'27'E
L11
362-1
S63'20'22'E
1_12
1727
S73"05'12'E
L13
30.51
S45"29'26'E
L141
27.50
S69-48'59'E
L15
20.09
N66--10'11'E
L16
10.47
N13'50'26'E
L17
25.90
N45'13'18'E
L18
29A0
N67459'48'E
L19
44,70
S52-'36'46'E
L20
23.42
S45'51'08'E
L21
18.77
S43'08'03'E
L22
39,00
S4'5'24'14'E
L23
29.82
S44°57'10'E
L24
54.82
S42*99'05'E
L25
49.13
S43°10'24'E
L26
48.00
S43'31'20'E
L27
60.16
S43°14'09'E
L28
46.26
S43'14'07E
L29
35.26
S34'14'45'E
L30
18.06
S17047'04'W
L31
14.33
SG8'14'47'E
L32
10.34
S88614'47'E
L33
39.74
N48`37'36'W
L34
22,13
N78"37'02'W
L35
44.41
S11°47'34'W
L36
20,15
S46'44'01'E
L37
53.10
N59'52'27'E
L38
56.17
S24°13'05'E
WETLANDS LOCATION
SK YCO DEVELOPMENT COMPANY, L.L.C.
PIN 978911-66-4347
NAGS HEAD TOWNSHIP DARE COUNTY NORTH CARO_1NA
c1smmw 0 2005
QUMLE & ASSOCIATES, P.C.
THIS UOCUYENT IS THE PROPERTY OF
OUIBI E & A55OgATES, PC. ALL
RIGNIS ARE RE$ERYM. ANY RE-
PRODUCTION OF THIS OR POSSESSION
WM4OU7` PRIOR PERMISSION OF
QUIBLE & ASSOCIATES, PC. WILL
CONSTITUTE VIW.ATION OF COPYRIGHT
1AWS. VROLATION WILL BE SUBJECT
TO LEGAL ACTION
MANTEO
..
AFWOx
laon�
4 TO NAGS HEAD
N 64126
�� On
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VICINITY MAP
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411
.BAN 10 2006
DWQ
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404 G�RTiFIGr4T�
TH15 6ERTIFIE5 THAT TH15 COPY OF TH15 PLAT ACCURATELY
DEPICT5 THE BOUNDARY OF THE XRISDIGTION OF 5E6TION
404 OF THE GLEAN HATER ACT UNDER THE PFRE5ENT LAN AND
:REGUAL TION5 A5 DETERMINED BY THE UNDER5I67NED ON TH15
`DATE UNLE55 THERE IS A CHANGE IN THE LAN OR OUR
PUBL15HED REGULATION5, TH16 DETERMINATION OF 5ECTION
404 J)RI5DICTION MAYBE RELIED UPON FOR A PERIOD NOT
TO EXCEED 5 YEAR5 FROM TH15 DATE, THIS DETERMINATION
�MAS MADE UTILIZIN5 THE M57 60RP5 OF ENGINEERS
1ETLAN05 DELINEATION MANUAL.
Lo �g-zoos
1DATE - - - -
:NAME
?9,0'cElT MAiaA4.61
TI TLE
TION
Quible SINCE 1959
& Associates, P.C.
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING
Phony [phone] Fax: [phone]
E-Mail: quibk0earthlink.nat

ROAN . OKE TOWNSHIP
DARE COUNTY, NORTH CARO INA
PROPERTY OF:
SKYCO DEVELOPMENT CO. LLC
1 SAILFISH DRIVE
MANTEO, NC 27954
GREEN ENGINEERING
WATER, WAS MWATER, SURVE1fIIVG4 PLANNING, PROJECT MANAGEMENT
303 N. ST. P.O. SOX 609 MLSON, N.C. 27893
TEL [phone] FAX [phone] OFFICEO ENENG.COM
LOCATION
SCALE: V _
STORMWATER
T7
APPRGVED��/
NORTH CAROLINA ENVIR�7NMENtAL
MANAGEMENT COMMISSION
DIVISION OF WATER QU'At ITY
Date tY -f" "•`
Starmwater Perms No.. �'."
GREEN
L

DRAINAGE ZONE AREAS
O
42,291
sq.ft. =
(0.97 acres)
02
20,611
sq.ft. =
(0.47 acres)
/ Q
74,156
sq.ft. =
(1.70 acres)
O
46,000
sq.ft. =
(1.06 acres)
f �5
111,369
sq.ft.
= (2.56 acres)
TOTAL:
294,427
sq.ft.
= (6.76 acres)
VANESSA C FOREMAN
PL B, SL 91
DB 723, Pg 855
DARE COUNTY ZONING
R-2
jilt
L
Ak
0
L
0
V
;L 1 STORMWATER LEGEND
T
INFILTRATION BASIN
0 VEGETATIVE FILTER
MR
n
0 4.ofl PROPOSED SPOT ELEVATION
11
v
E
a
0+
a
0
-61 4.00'
0
r-
0 12.5 ft'/ft
0 2.7
0 5' 5'
LO
a
J
3
0
0 / `
0 f '
0+
c
0
a '
GREEN ENGINEERING
r WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
U
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE ®GREENENG.COM
o r g .1.4
J1
5'
AL
TELASTAR INC.
DB 1011, Pg 515
311.39'
Ak.
SKYCO
DEV DPEMENT
Ca. LLC
WETLANDS
OPEN SPACE
0
11,032 SF UPLANDS
248,793 SF TOTAL
(5.71 acres)
AL
S48'35'43"W 4
AL
WETLAND LINE
UPLAND AREA
0.04fi AC
(1991.4 SF) r
AL
RIP RAP 30''I` !` ' , p 3 !
+` ' • 7 � � 12" 0 PVC !
1 A ENERGY q >" 1 'i x PIPE FILLED 1
DISSIPATOR WITH WASHED 1 I
W# STONE.
1 4.00, MSL e,el r
i.50' MSL f� l
Oz f
1 OUT fi r
U l
r PIPING FLOW TRLAMr-SECEIVINGr/ 1
SPREADER '
MECHANISM 2,75' 18" 0RA1 fu j ?�d
1 50' MIN. FOR SA CLASS WATERS oDErAIL (S1 SECTION A-AGRIGGS LUMBER &
PRODUCE INC `� ��o
# WIDTH AS REQUIRED TO PROVIDE 1 OF 2) PL B, SL 59 �`�� v
1 NON -EROSIVE FLOW Q p f 64. r l I
i DB 403, Pg 62 �`�1 j
0
PLAN DARE COUNTY ZONING � o�\���4 � 1 264 !
VEGETATED FILTER DETAIL EASEMENT TO C-3
1 NO SCALE ADJACENT
2 PARCEL
4 " _vw R r I rr
j_llm
, 807.E ir �. e 8 " DI 'f
1 t .s m C OPVC - 4.00 �4.00 4.fl0 .� 9 xA s x .... s?� 2 r
cn JJJ
'�--. - C 39 5? ry ii qe
4.fl0 � x �
N ? 2.4 0 I' 6 1
ON x� 5 O4 O3 , 3 O
4. 7,266 SF �s - /
Q0 s 4.50 ` 4.50 4.50 4.50 „� 4.50 „ OUTPARCEL.__
f - 6,563 SF s (A ] !1 f
1 x 6,050 SF �! •, 6,050 SF 6,050 SF 6,050 SIF !
4.00 X` 27,438 SF
N o
O m ^ /� 0.63 acres
f l
4.50 ,152 SF x � I 1 . M •� ,` „ ,. F , �:� i "' � �,--, � � ' � r
4.OQ 4.00 .� 4.00 „ �' a .rIr
4.t30 I - x .
T ■ 4UMH" -we
r�3 4.00 4.50 Q. 4.odit -as7 CYPRESS LANE
j 07 ,086 SF UPLANDS ■ ■ ■ ■
- 7,149 SF TOTAL x a 4.00 r j r
" -� s 4.5(� - - „ - - - a -ir■-# ww av-E# ■-f■f^� f ■'■- E1• + ��� ! l ---- -
� .. _.. 3 _.._.. _. r . S g,46'5$"W 215r47' 1j-
4.00 4.50 9 \� 4.00 r5© 30 „� ✓ x x3� \ s9
1 6,178 SF UPLANDS } w 1
1 x x I, 7,126 SF I Y/
1 'ej 6,950 SF TOTAL I 31 32. 00 + °
4.50� ' orn I �OUTPARCEL
4.00 4.50 4.00 I I cq r i
7,192 SF 7,533 SF 't „ , o , 31,423 SF
Q 4.5d 29 4.00 _ I „3
ate' 1 p c `' 0.72 acres
a 'r 6.012 SF UPLANDS pQ� { I ' \ y✓ oI
n 6,770 SF TOTAL - ,
4.00 6,129 SF
Q �r T-j x� y �I `?, o ! NCDOT BENCHMARK
m ,4 i t� MONUM N -1
4.00 4.50 4.00 L = -�:. /',, �' `z� 3_� + ELEV.=2.9D' NAVD '88
I i1_ , _06jp9 r+' N = 796,877.500
7 11 I Y I 28 4.00 x -_ \ J W 9 E= 2,907.334.000
6,005 SF UPLANDS V I �� ? s N50'03'14"E 198.43' i "!1IW
6,774 SF TOTAL Q I �6 128 SF f 4.Od a x� �~
in t,.I 4.00 cj OPEN SPACE
t f
36'
I 4.00 4.00 R/w . r �A\ V . /� 2 / �` Y I (0 !
#.50 C n ,� 18,050 S
12 27 '4.00 I I x "- N m 0.41 acres
I I# Q II 6,064 SF UPLANDS I ; `�xs 34 � ,! �''�' a � m� ►0 � Ijr '11 m
8 6,960 SF TOTAL I 4.00 6,128 SF t - -�
F- i 11 I i t I
3
POND 4A0 I �r
4.00 1 I „ I iu T.L.'S COUNTRY KITCHEN
4Ad 4.50 I I v 4.[0 JOHN H. HIGH ( t r
WATER ELEV. > a 26 I ?o / x j I
0.6' „ I 24 23 �N PL B, 5L 59 III I + Ir
05 13 05 , 6,128 SF UPLANDS s9 DB 1090, Pg 532
/ / i 6,921 SF TOTAL I 4A0 7,178 5F 1 4.50 u x 4.50 v� I ;„��
x3 �' jj
p>,� 0 ��� I f A g 4 s 1
7,178 SF v 7,206 SF �4 r
I
4.00 � 4 - . 4.00CL
�
U 4.50 114 1 1 ��d x U �\✓ �6 + r f
I 4.50� 25
6,094 SF UPLANDS
6,905 SF TOTAL'
I
Cl� 7,178 SFIr
(/_ J
I;
I x_3 _.. •m So i
4.00 -� - - - --. _
4.00 ill I
�- 4.00 x x I I
0 4.50 15 � x Jr x3 1
m 6,004 SF UPLANDS
a ' r-1
4.■�■� acres
2:rg E
y 6,826 SF TOTAL �_ _ L I V E OAK LANE - -
■ T 50 _ D.7s0
- x
/ •! _ l , f I i
i 17
4.00 '? 4A0 I J 4.00
✓ r 4.00 4 4, . x� I
f
a� 4.50. 16 �� I
i m s 6,001 SF UPLANDS 3, 18 19 20 21 22 I r
p * 6,839 SF TOTAL y I I I ff
s I r 4.50 �� 4.50 4.50
I_ h� �r•50 �I 4.50 W. MARK S P ENCE tr
lel 4 PL B, S 59 I r 13
7,$33 SF 7%150 SF 6,050 SF 7,150 SF 6,022 SF a pB 1336, Ig 476 100' R yv
sa' I /
4.00 4.00 DARE�COUNTY\ ONING
4.50
6 125 SF UPLANDS \ / I
Y � v � o I
_ I
' �7,129 SF TOTAL i ° :, - �pvc OPVC epvc apvc
MARGARET TILLER �4O 4.Ofl 4.00 I I
LANDRETH TRUSTEE
PL B, SL 716
a I�
m t
DB 1346, Pg 329
DARE COUNTY ZONING I I
B-3 I ISLAND CENTRAL I I I
ENTERPRISES
PL E, SL 716
DB 1379, Pg 53
DARE COUNTY ZONING
C-3
LOTIBASIN CROSS SECTION
NO SCALE
�-----PROPERTY
LINE
CYPRESS COVE
EROSION CONTROL NOTES:
4.00' MSL SEEDING AND MULCHING TO BE APPLIED WITHIN 15 DAYS
OF ALL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY
STABILIZED.
SILT FENCE TO BE INSTALLED AS SHOWN OR AS DEEMED
?.75' MSL NECESSARY BY VISUAL OBSERVATION.
SILT FENCE
INLET PROTECTOR
ROCK CHECK DAM O
50 0 25 50 100
t inch = 50 ft.
STORMWATER
SKYCO DEVELOPMENT CO. LLC I MANAGEMENT PLAN
ROANOKE TOWNSHIP DARE COUNTY
1N1_AKO ] p �
1
VISTA LAKE 11 TOWN OF MANTEO `
r o
1 _
\ --- iAwnlNc�A"�----
\\TOWN OF MAN - I LAN -- /
\ (/
------------------- NTOWN OF ANTEO
___-T____
IMPERVIOUS AREA TABLE
(PER LOT)
LOT No.
AREA (ft2)
PERCENT
IMPERVIOUS
IMPERVIOUS
AREA (ftz)
1
6,050
35
2,118
2
6,050
35
2,118
3
6,050
35
2,118
4
6,050
35
2,118
5
6,563
40
2,625
6
7,266
35
2,543
7
7,152
35
2,503
8
7,149
35
2,502
9
6,950
35
2,433
10
6,770
35
2,370
11
6,774
35
2,371
12
6,960
35
2,436
13
6,921
35
2,422
14
6,905
35
2,417
15
6,826
35
2,389
16
6,839
35
2,394
17
7,129
35
2,495
18
7,833
40
3,133
19
7,150
35
2,503
20
6,050
35
2,118
21
7,150
35
2,503
22
6,022
35
2,108
23
7,206
35
2,882
24
7,178
35
2,871
25
7,163
40
2,865
26
6,196
40
2,478
27
6,128
40
2,451
28
6,128
40
2,451
29
6,129
40
2,452
30
7,126
40
2,850
31
7,192
40
2,877
32
7,533
40
3,013
200
MAIL TO:
SKYCO DEVELOPMENT CO. LLC
1 SAILFISH DRIVE
MANTEO, NC 27954
li+.*Ll: 110:III
CREEK DRIVE r»
I
1
1
I
I
TOWN OF MANTEO
LOCATION MAP
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 21. CALENDAR DAYS OF COMPLIETION
OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION.
NOTE:
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT)
ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
A PERMANENT GROUNDCOVER FOR ALL. DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
NO TES.,
- EXISTING CONCRETE MONUMENT
®- EXIS77NG IRON ROD
O - EAIS77NG IRON PIPE
ICU- U77LITY POLE
• - CALCULATED POINT
- METER BOX FOR CAMPERS
- WA TER VALVE
FIRE HYDRANT
WA TER MEIFR
- LIGHT POLE
" - 7FLEPHONE PEDESTAL
N &2 - GROUND ELEVA77ON
Wn- BORE LOCH 77ON
EXIS77NG OVERHEAD ELECTRIC LINES -oHe-
EXIS77NG W47ER LINE -W-
EXIS77NG SANITARY SEWER LINE-
EXIS77NG SANITARY SEWER LINE - ST
PROPOSED WA 7ER LINE ��� ►+y
PROPOSED SANITARY SEWER LINE SAN
PROPOSED SANITARY SEWER LINE --- ST
PROPOSED LIMITS OF DISTURBANCE
(NOTE NUMBER IN LINE DEN07ES PIPE SIZE IN INCHES)
- AREAS BY COORDINAIF METHOD.
TOTAL PARCEL AREA 13260 AC.
- REFERERNCE PLAT PREPARED BY
WESLEY MEEKINS, EN777LED 'SKYCO
DEVELOPMENT CO., LLC, PLAT OF
LAND-ROANOKE ISLAND, DATED 11/08/04.
- VER77CAL DATUM NAVO '88.
(ADD 0.98' FOR NGVD '29).
THIS IS NOT A BOUNDARY SURVEY
AND IS NOT IN7ENDED FOR
RECORDA77ON OR CONVEYANCE.
- WETLAND & TOPOGRAPHIC SURVEY
DA7FS 05/10-13/05.
BY DATE. SE"W44MR 2005
SCALE
J71 tA
PROJECT No:TUGWL\05070
F.B. # 776
CAD FI LE: 05070 -CP. DWG
ASCII FILE:
CHANGED DATE:JAN. 20, 2006 JE
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6,950 SF TOTAL
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6,960 SF TOTAL
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05/13/05 I 6,921 SF TOTAL
MITS OF DISTURBAVCI
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't 6,094 SF UPLANDS
t 6,905 SF TOTAL
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6,826 SF TOTAL i
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7.129 SF TOTAL
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PL B. SL
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B-3
GREEN ENGINEERING
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. P.O. BOX 609 VVILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE 0 GREENENG.COM
SKY
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PL B. SL 59 ��e' !
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f � �l 1 I r ! !
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I � ~ �? I x`?S3 1 xJ r � ~ i ` x3 r I ?� x - - - � { 1 •�iS r 1LW 2faf'' r
I(�5) x f I 2 ` �1� % 1 % 1 4 rr
6,563 SF 6,050 SF j 050 SF �"-- t ��H- 27,438 SF f - _ J- ry I� f'
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II 0.63 acres I� + i fl rrr
I° r M fl 1
1 x II I I tq
N
_©Yf7ER- I _----- ,I ----- -_ _-_-- I x _-I .__-._ j I �, MITS OF DISTURBANCE I
4 - - - „ , ` / x ! r 111 II f 50"X 20, X 6.
4. Z - - - - - J v = 4.50 . 1 -x \ �` _ . 111 i
_ '+ CONSTRUCTION
w
t"-;,M-�_e;: 8 GRAVEL ENTRANCE
-1-7-
'4650'�M 21514g"'\3'x3'LIGHT STRUCTURE EJSF
I f} f
r I 1- 12 xB
k 7.126 SF i I I �� --
UGHT , r; raa"'s4, xlf, TAPPING SLEEVE
i sTRUCTURE� Errr- I }`/ i I ao Ir I t \ �� OUTPARCEL'4�"� ,' ; i �.�I' `' i I' I 11 AND VALVE
-. �,�._.-I�.� I 31 I, 32 j , B
\ I / f L
I \ r { 7,192 SF 7,533 SF ` �� ,, 31,423 SF's
3 f R r UPLAND AREA x I 3 P, !
7.830 AC J I I f 1 f
29 (32,378.0 S�� ' . I 3� y i J 0.72 acres
a 1 I , .'
�I + 6,129 SFr I I ,- - _ I 1• �e �N/F JONES/M ANIELS , u
t! %.__y_ _ 7 �'• ;3l �� ENTERPRIINC
� - -T �! ___.. ��7 w--✓�'z•- . 11 � \` �� ` .. � z. , � ... ,.. ��,au ice" 6,r� ��r ��>�r�ti � f f NCDOT BENCHAJAR K
r - I.\j Nii'SwzL f ELEV.-2.90' NAw '88
N 796,877.5W
€ I y ! r -IL
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I I 6,128 SF
e iq j -- c:.. r I S _ t T� llOPEN1, SPACE f 1 f r r
36 r = �7- - - -" p ro -21.f i 7f I
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_ L - f---�,- UMITS OF DISTURBANCE
3' x a' I icHr _ I 1 1 �,0 S Tl if f D f TIE PROPOSED
STRUCTURE EASEMENT � 0.41 acres " f � r f � f fl � f TO EXISTING 1
�t � f f
k 6,128 SF
04
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If ff
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PL B, SL 59
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t 7,206 SF
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DARt, COUNTY ONING
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GENERAL CONSTRUCTION NOTE:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION.
50 0 25 50
CYPRESS COVE
CO DEVELOPMENT CO. LLC
DARE COUNTY
LOCATION MAP
SCAN* T IN tow
RECAP:
TOTAL AREA:
f13.82 ACRES
SITE AREA:
f8.25 ACRES
FORCE MAN IMPERVIOUS AREAS:
)RCE MAN ROADWAY AREA: ±1.44 ACRES
OTHER AREA:
±O-39 ACRE
TOTAL-
t1.74 ACRE
EXISTING ZONES:
B-3 OUT PARCELS
R-5 (LOTS 1-32)
SETBACKS
FRONT
REAR
SIDE
STREET FRONTAGE:
PROPOSED USE:
OWNER:
LOT DATA:
15,
5' W/ACCESSORY DWEWNG UNIT
20' W/OUT
8'
15' FOR CORNER LOT
±1318 FEET
RESIDENTIAL SUBDIVISION W/
COMMERCIAL OUTPARCEL
SKYCO DEVELOPMENT CO. LLC
1 SAILFISH DRIVE MAWMO, NC
27954
RESIDENTIAL' 32
OUT PARCEL: -2
EROSION CONTROL NOTES: TOTAL LOTS: 34
SEEDING AND MULCHING TO BE APPLIED WITHIN 15 DAYS
OF ALL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY
STABILIZED.
SILT FENCE TO BE INSTALLED AS SHOWN OR AS DEEMED
NECESSARY BY VISUAL OBSERVATION.
SILT FENCE
INLET PROTECTOR
ROCK CHECK DAM
NOTE:
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT)
ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
100
1 inch = 50 ft.
PRELIMINARY PLAT
r4f
MAIL TO:
SKYCO DEVELOPMENT CO. LLC
1 SAILFISH DRIVE
MANTEO, NC 27954
LEGEND:
DQS77NG CONCRETE MONUMENT
PROPOSED WATER VALVE
►r
EXISTING IRON ROD
®
PROPOSED FIRE HYDRANT
EXISTING IRON PIPE
O
PROPOSED WATER METER
•
EXISTING UTILITY POLE
ccb
PROPOSED PLUG
E
FJu'S77NG METER BOX FOR CAMPERS©
PROPOSED MANHOLE
EXIS7ING WA TER VALVE
PROPOSED PUMP STA RON
EXIS77NG FIRE HYDRANT
PROPOSED DROP INLET
C
L-XS71NG WATER METER
CD
PROPOSED CATCH BASIN
DUS77NG LIGHT POLE
PROPOSED FLARE-N-SEC,
I►
EXISTING 7ELEPHONE PEDESTAL
EXISTING FENCE
x
EXIS77NG WATER MAIN
---w-
IXIS77NG SANITARY SEWER MAIN
-
UJS77NG S70RM SEWER LINE
PROPOSED WA WATER LINE
PROPOSED SANITAR YSEWER MAIN
-SANS■■�
PROPOSED STORM SEWER LINE
�ST
(NOTE • NUMBER IN LINE DDV07ES PIPE SIZE IN INCHES)
PROPOSED UG CABLE TV LINE
Tv
PROPOSED UG ELECTRICAL POWER LINES
E
PROPOSED LIMITS OF DISTURBANCE
- l
- AREAS BY COORDINA IF METHOD.
TOTAL PARCEL AREA 13.260 AC.
- REFERERNCE PLAT PREPARED BY
WE'SLEY MEDCIN5S EN77TLED *WYCO
DEVELOPMENT CO., LLC, PLAT OF
LAND-ROANOKE ISLAND', DATED 11108104.
- WR77CAL DATUM NAM '88.
(ADD 0.98' FOR NGW9 '29).
- THIS IS NOT A BOUNDARY SURVEY
AND IS NOT IN7FNDED FOR
RECORDA7701N OR CONVEYANCE:
-- WETLAND & 70POGRAPHIC SURVEY
DA7ES 05/10-13/051
BY I DATES BEFTEMBM 2M
PROJECT No:TUGWL\05070
SCALE CADF ILE: 05070-CP.DWG
ASCII FILE:
CHANGED DATE: JAN. 17, 2006 JE
sNIEET NO. 1 W 1

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EVShNG UnUTY POLE •PRaPO-5EV
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HYDRANTUTILITIES
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© NOTE:EROSION.SEEDING
r
(;ONTKAUTOR TO BE RESPONSIBLE FOR REMOVAL AND
REPLACEMENT OF THESE FACILITIES IF DAMAGED.
i6XVING WA IER MAIN
DOS77ING SANITARY SEWR MA&
—w—
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT)
RC
ON
ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
. . . . . .
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FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
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A PERMANENT GROUNOCOVER FOR ALL DISTURBED AREAS
PROPOSED S700M MWR UNE
ST
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
AND MULCHING TO BE APPLIED WITHIN 15 DAYS
(NOTE NUMBM IN UNE DOVOTES PIPE
22E IN INCHES)
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WASTEWATER,
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PROJECT MANAGEMENT
--
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303 N. GOLDSBORO
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ALL • • •
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• •. SHALL BE RESPONSIBLE FOR VERIFYING THE
SHOWNLOCATION OF ALL EXISTING UTILITIES AND SERVICES
WHETHER s • •PROVIDED
REPLACEMENT OF DAMAGED.
R• •N CONTROL NOTES:i!
i i:.
• GRADED • ! BE •
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
COVERVEGETATIVE OROTHER ADEQUATE'• • _ • •
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OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
f • • 1
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CAREEN ENOINEERIN43
WATER, WASTEWATER, PLANNING, PROJECT♦ ♦GEMENT
303 CM • •tip"-,i ' • - • � • : ••' � • • _�
�'ROANOKE
CYPRESS COVE
OCO
SKYC.
DEVELOPMENT
TOWNSHIP
LLC■•
DARE COUNTY
O
CNSTRUCTION
P
GRAPHIC SCALES
1 25 1 100
rr■�ASCII
• • •
1 1
PROFILE
PROJECT No: TUGWL\05070
F.B.NONE
CADFILE. i WG
FILE:
71 1 •i�.JE
--
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1�
12 GAUGE 4" X 4" OR 2" X 4" WELDED WIRE HOOKED ONTO I TOTAL DRAINAGE AREA FLOWING TO SILT
PREFORMED CHANNELS ON METAL POSTS. OR FASTENED F NGE MAY NOT EXCEED 1 ACRE
TO CEDAR OR WOOD POSTS W/NO. B STAPLES 2) SILT FENCES SHOULD NOT BE USED AT PIPE
OUTLETS OR IN AREAS OF CONCENTRATED
ULTRAVIOLET RESISTANT (BLACK) MIFIF FABRIC FLOW (CREEKS, DITCHLINES, SOURCES ETC.)
rOR EQUIVALENT SECURED TO WIRE W/METAL
/ CLIPS OR WIRE AT 8" ON CENTER
10' O.C.
MAX. SEDIMENT STORAGE LEVEL MAX
REMOVE SEDIMENT WHEN THIS LEVEL
IS REACHED OR AS DIRECTED BY
CONSERVATION INSPECTOR
DESIGN
5OE
SETTLED
TOP
LOW OF H2O
FLOWORAGE CAPACITY AND
o IFE OF THE SILT FENCE,
SHEET DRAINAGE (ONLY) IT 15 GENERALLY ADVISABLE TO DIG
A SEDIMENT PR IN FRONT OF SILT
FENCE WHENEVER POSSIBLE,
_ NATURAL GRADE
�D — CARRY APPROX. 12" FABRIC INTO TRENCH COVER
o = W/SOIL & TAMP BACKFILL
CARRY 6" OF WIRE INTO TRENCH
METAL CEDAR OR 4" X 4" TREATED WOOD POSTS
AT 101 O.C. MAX„ CEDAR & WOOD POSTS SHOULD
BE 3'-0" MIN.
SILT FENCE DETAIL
NO SCALE
MANHOLE RING AND COVER
SUPER CAST, INC, MH-RCR-2001
OR APPROVED EQUAL
PERFORATED COVER UNLESS
OTHERWISE
GRADING RIP
STANDARD E
CONCRETE (
"0' RING GA
M STANDARD 4
REINFORCED
CASTPER ASTMMC
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ca
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c
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12" NCDOT NO.
O COMPACTED ST(
4'-0' I.D. MANHOLE DETAIL
NO SCALE
J
3
0
u
o MAIL TO:
SKYCO DEVELOPMENT CO. LLC
a 9 SAILFISH DRIVE
MANTEO, NC 27954
n
GREEN ENGINEERING
J Q = WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
N - ��o= 303 N. GOLDSBORO ST. P.O. BOX 6)9 WILSON, N.C. 27M
a r . _'1�r1N� �` _ ~ TEL [phone] FAX [phone] OFFICE @ GREENENG.COM
FABRIC -
MIN
sroW SECTM
MIN
=L2:1 SIDE
SLOPE MAX
I I-
1:1 SIDE
SLOPE MAX
TEMPORARY SEDIMENT TRAP
NO SCALE
EXPANSION JOINTS 20`-0" O.C. MAX.
CONTROL JOINTS 5'-0" O.C, MAX.
4'-0" (OR AS INDICATED)
1"
FIN. GRADE
r
_.. .._.._.._.._...� 4"
2u CLR• W2.9 X W2,9 (6X6) WWF 1
JOINT SEALER
1/8" TO
1 /4"
1 /8" RAD,
(BOTH SIDES) 1/2" JOINT FILLER
TRANSVERSE EXPANSION
A``N��SII�ONNww
JOINT IN SIDEWALK
SK)EW��UL
I
313' R/W
12' VARIES 12' VARIES
4100 4.24' MSL 4,5' MSL
FILTER
2.75 IN
I 12
ASPHALT TYPE 9.5
6" CABC
TYPICAL STREET SECTIONS
No Scale
OVERFILL 6"
FOR SETTLEMENT
NATURAL
GROUND
FILTER
12,75
CYPRESS COVE
'EMERGENCY BY-PASS
6' BELOW SETTLED
TOP OF DAM
18"0 DI GRATE & FRAME PER ASTM
A536, GRADE 70-50-05. SEE
SCHEDULE FOR TOP de INVERT
ELEVATIONS
SKYCO DEVELOPMENT CO. LLC
ROANOKE TOWNSHIP DARE COU
SEEDING SCHEDULE
SEEDING (PERM.)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT, I- MAR, I USE UNSCARIFIED SERICEA SEED.
2, ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE iS DESIRED, OMIT SERICEA AND INCREASE KOBE
TO 40 LB/ACRE,
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB, 15- MAR. 20 FEB. 15- APR. 30
FALL: SEPT, 1- SEPT. 30 SEPT. 1-pCT,31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY 501LS) AND 1,000
LB/ACRE 10-10-10 FERTILIZER,
MULCH
APPLY 4,OD0 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, -REFERTILIZE IN THE SECOND YEAR, ACCORD-
ING TO SOIL TESTS OR TOPORESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE, RESEED, FERTILIZE, AND
MULCH DAMAGED AREAS IMMEDIATELY,
TEMPORARY SEEDING (SLIMMER)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS- MAY 15- AUG, 15
PIEDMONT- MAY 1- AUG. 15
COASTAL PLAIN- APR. 15- AUG, 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,001) LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MU LCH
TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15- DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1.001) LB/ACRE 10-10-10 FERTILIZER,
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL,
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPORESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15. OVERSEED WITH 50 LB/ACRE KOBE PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER/EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 120
AND COASTAL PLAIN, KOREAN
IN MOUNTAINS) 50
OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE,
SEEDING DATES
MOUNTAINS- ABOVE 2500 FT; FEB, 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY 1
PIEDMONT- JAN, I - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING.
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A ANCHORING
SEEDBED PREPARATION
MULCH TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
GENERAL CONSTRUC110N NOTES
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER ossTRucnDNs LEAVMkG SURFACE
REASONABLY SMOOTH AND UNIFORM.
4• APPLY AGRICULTURAL LIME. FERTILIZER, AND SUPERPHOSPHATE UNNFORMLY AND
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING
MIX WITH SOIL (SEE BELOW).
CONSTRUCTION BY CONTACTING ULCO AT [1 (1300) 632-4949]
5, CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
CONTRACTOR SHALL GRADE ALL STREETS TO THE TYPICAL SECTION SHOWN IN THESE
SEEDBED IS PREPARED 4 TO 8 INCHES DEEP.
PLANS PRIOR TO INSTALLATION OF UNDERGROUND ELECTRIC AND GAS, UPON COMPLETION
6,
OF UTILITY INSTALLATION THE CONTRACTOR SHALL REGRADE ALL SHOULDERS AND SLOPES
SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
AND PROVIDE FINAL SEEDING AND MULCHING IN ACCORDANCE WITH THE DETAILED
EQUIPMENT OR CULTIPACK AFTER SEEDING.
SPECIFICATIONS.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH ALPHABETIC MATERIAL.
(MULCH SHALL NOT BE CRIMPED)
SANITARY SEWER GENERAL CONSTRUCTION NOTES
B.NECESSARY REPAIRS NGS WITHIN
HE PLANTINGS SEASON, IFAPI SBLE, IFE OVER Nix
DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE AS ACCURATE AS CURRENT RECORDS AND INFORMATION
THE CONTRACTOR SHALL BE RESPONSIBLF FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES
9 CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATIONALLOW.
PRIOR TO CONSTRUCTION,
AFTER PERMANENT COVER IS ESTABLISHED.
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
DRIVEWAYS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION IMMEDIATELY UPON COMPLETION OF
FERTILIZER - 10-10-10 ANALYSIS AT 800 - TDOO LBS./ACRE
INSTALLATION OF SEWER LINES ACROSS SAID DRIVEWAYS.
SUPERPHOSPHATE - 500 LBS./ACRE OF 20X ANALYSIS SUPERPHOSPHATE
MULCH - 2 TONS (APPROX. 80 BAILS) SMALL GRAIN STRAW/ACRE
ANCHOR - TACK w1TH LIQUID ASPHALT AT 400 GALLONS/ACRE OR
WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS OVER OR UNDER A WATER LINE A MINIMUM
EMULSIFIED ASPHALT AT 300 GALLONS/ACRE
OF 18" VERTICAL SEPARATION MUST BE MAINTAINED. IF THIS CLEARANCE CANNOT BE MAINTAINED, A SECTION
OF DUCTILE IRON PIPE. MINIMUM OF 10'-0" EACH SIDE OF CROSSING, MUST BE INSERTED INTO THE SEWER
LINE.
CONSTRUCTION SEQUENCE
MINIMUM OF 1'-0" SHALL BE MAINTAINED WHENEVER A SANITARY SEWER LINE CROSSES ABOVE OR
BELOW ANY STORM DRAINAGE UNLESS OTHERWISE NOTED,
1,
SUBMIT SEDIMENTATION EROSION CONTROL PLAN APPROVAL LETTER WITH BUILDING PERMIT
IN THE EVENT THE MINIMUM OF 1'-0" CANNOT BE ACHIEVED ABOVE OR BELOW THE STORM DRAINAGE
DR CONSTRUCTION PERMIT APPLICATION.
THE CONTRACTOR SHALL CONTACT THE ENGINEER, 2.
INSTALL GRAVEL CONSTRUCTION ENTRANCE(S). TEMPORARY DIVERSIONS. SILT FENCE.
TEMPORARY SEDIMENT TRAPS, SEDIMENT BASINS, AND / OR OTHER MEASURES AS SHOWN IN
SEEDING AND MULCHING SHALL BE APPLIED WITHIN THIRTY (30) DAYS TO ALL AREAS NOT STABILIZED IN
THE APPROVED PLAN.
ORDER TO PREVENT SOIL EROSION. 3,
BEGIN CLEARING, GRUBBING AND GRADING WHILE MAINTAINING MESURES AS REWIRED.
GRATE 0 18.64"
11,
f,\�■ur■.f'��
FRAME 0 22,13"
T�
MAW:
UGATED DRAINAGE PIPE
-WER OPTIONAL)
SHED STONE OR GRAVEL
AS SPECIFIED IN ASTM
BE PLACED UNIFORMLY IN
iZ Lrria RnU I UMI'AUItU iU vu - 95% DENSITY.
18" DRAIN BASIN
33-40-04
DETAILS
4. INSTALL THE STDRMWATER COLLECTION SYSTEM AND PROTECT INLETS WITH SILT FENCE,
ROCK CHECK DAMS, GRAVEL FILTERS AND / OR OTHER APPROVED MEASURES AS SHOWN ON
THE PLAN, STABILIZE ALL TAIL DITCHES IMMEDIATELY FOLLOWING ALL CONSTRUCTION.
5, GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED 1VTTH PROTECTIVE COVER
SUFFICIENT TO RESTRAIN EROSION WITHIN 30 WORKING DAYS AFTER THE COMPLETION OF
ANY PHASE OF GRADING. ALL AREAS UPON WHICH ND FURTHER LAND DISTURBING ACTIVITY
WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN
30 WORKING DAYS.
6, AS CONSTRUCTION PROGRESSES INSTALL PERMANENT EROSION CONTROL MEASURES SUCH AS
RIP -RAP APRONS, VELOCITY DISSIPATORS, CHANNEL LINERS, GRAVEL BASE COURSE, ETC.
7, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, GALL FOR ONSITE
INSPECTION BY ENGINEER.
B. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCNG, SEDIMENT BASINS,
ETC. AND SEED, PAVE, OR RIP -RAP RESULTING DISTURBED AREAS.
9. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. 1F THE SITE IS
APPROVED, THE PERFORMANCE BOND IF REQUIRED, WILL BE RELEASED.
WATER MAIN GENERAL CONSTRUCTION NOTES
1. Utilities shown on plans are as accurate as current records and information allow.
Contractor will be responsible for verifying the location of all existing utilities and
services whether shown on plans or not prior to construction.
2. Minimum cover of 3'-0" shall be maintained for all water mains unless otherwise noted.
3, Where a water main crosses above or below storm drainage, minimum separation
shall be 1 `-0".
4, In the event the minimum 3'-0" cover and minimum 1'-0" separation cannot be
achieved above the storm drainage pipe, the contractor shall tunnel the water main
under the storm drainage pipe.
5. Water mains shall be laid at least 10'-0" laterally from existing or proposed sewers,
unless local conditions or barriers prevent a 10'-0" lateral separation in which
case:
a) The water main is laid in a separate trench, with the elevation of the
bottom of the water main at least 18 inches above the top of the sewer or,
b) The water main is laid in the same trench as the sewer with the water main
located at one side on the trench of undisturbed earth, and with the
elevation of the bottom of the water main at least 18 inches above the top
of the sewer.
6. Whenever it is necessary for a water main to cross over a sewer, the water main
should be laid at such and elevation that the bottom of the water main is at least 18
inches above the top of the sewer, unless local conditions or barriers prevent and
18 inch vertical separation - in which case both water main and sewer shall be
constructed of ferrous materials and with the joints that are equivalent to water main
standards for a distance of 10'-0" on each side of the point of crossing.
7. Whenever it is necessary for a water main to crass under a sewer, both the water
main and the sewer shall be constructed of ferrous materials and with joints that are
equivalent to water main standards for a distance of 10'-0" on each side of the
point of crossing. A section of water main pipe shall be Centered at the point of
crossing,
S. Driveways shall be restored to original or better condition immediately after completion
of installation of water main across some.
FirEVISION I DATE I BY I DATE- SEPTHuBER 2005
SCALE
AS SHOWN
PROJECT No:TUGWL\05070
F.B, #
CADFI LE: 05070-BM, DWG
ASCII FILE:
CHANGED DATE:DEC. 27, 2006 BDH

INSTALLATION
DIVERT RUNOFF FROM UNDISTURBED AREAS AWAY FROM THE BASIN (REFERENCE
ROCK ABUTMENT
II
PRACTICE 6.20, 'TEMPORARY DIVERSIONS"). DELAY CLEARING POND AREA UNTIL DAM
15 IN PLACE.
2' MIN, IN L V SPILLWAY CREST ELEVATION
EXCAVATE FOUNDATION FOR APRON AND USE IT AS A TEMPORARY SEDIMENT BASIN
C
DURING CONSTRUCTION OF DAM.
UPSTREAM 2 3
I 1
IF
CLEAR AND GRUB AREA UNDER DAM, REMOVING ALL ROOT MAT AND OTHER OBJECTION-
��THACKO
ABLE MATTERIAL GRADE EARTH ABUTMENTS NO STEEPER THAN 1:1. DISPOSE OF
MATERIAL IN APPROVED LOCATION.
m
ROCK APRON
IF CUTOFF TRENCH IS REQUIRED, EXCAVATE AT CENTER LINE Of DAM, EXTENDING ALL THE
WAY UP EARTH ABUTMENTS.
[�1
FILTER FABRIC 1
PROTECTION FROM
THE ENTIRE FOUNDATION INCLUDING BOTH EARTH ABUTMENTS MUST BE COVERED BY
1.5'
PIPING
FILTER FABRIC. OVERLAP 1 FT AT ALL JOINTS, UPSTREAM STRIPS OVER DOWNSTREAM STRIP
-a-).
FIGURE "a' ROCK DAM CROSS SECTION SPILLWAY DETAIL MIN.
(FIGURE
SMOOTH THE FOUNDATION AREA BEFORE PLACING FILTER FABRIC. BE CAREFUL PLACING
TOP OF ROCK ABUTMENT
ROCK ON FABRIC. IT MAY BE HELPFUL TO PLACE A 4-INCH LAYER OF SAND OVER FABRIC
BEFORE PLACING ROCK,
2:1 �
EMBANKMENT
CONSTRUCT EMBANKMENT TO DIMENSIONS SHOWN ON PLANS. USE WELL -GRADED,
SLOPE FOUNDATION SPILLWAY
HARD ANGULAR, WEATHER -RESISTANT ROCK. ROCK ABUTMENTS MUST AT LEAST 2 FT
AND POOL
HIGHER THAN THE SPILLWAY CREST AND AT LEAST 1 FT HIGHER THAN THE DOWNSTREAM
FACE OF DAM AT ALL POINTS (FIGURE 'b).
ER
v
�-
DIVERT SEDIMENT -LADEN FLOW TO UPPER END OF BASIN,
RIC
SET MARKER STAKE TO INDICATE CLEAN OUT ELEVATION WHERE SEDIMENT POOL IS 50%
GRAVEL
FULL.
FACING
STABILIZE ALL DISTURBED AREAS EXCEPT THE LOWER ONE-HALF OF SEDIMENT POOL AS
SHOWN 1N THE VEGETATION PLAN.
a
tFA
SAFETY
SEDIMENT BASINS THAT IMPOUND WATER ARE HAZARDOUS, BASINS SHOULD BE
p
DEwATEREO BETWEEN STORMS. AVOID STEEP SLOPES. FENCES WITH WARNING
q LEVEL
SIGNS MAY 13E NECESSARY IF TRESPASSING IS LIKELY. STATE AND LOCAL REQUIREMENTS
APRON
MUST BE FOLLOWED.
SPIL.L-WAY
CREST q
B
Ia
0
0
N
r
N
C
a
C
0
a,
u
m
.0
V
0
o.
p
v
u
0
II
3
a
tri
tD
I
0
n
in
0
IV
E
0
C
45' A.B.S. SADDLE
PIPE CROWN
STAINLESS
STEEL
CLAMPS -
FIGURE "b" PLAN VIEW OF ROCK DAM WITH SPILLWAY DETAIL.
ROCK DAM DETAIL
No Scale
A.B.S. OR P.V.C. TO C.I. SOIL
PIPE ADAPTOR - USE PIPE CROWN
FERNCO COUPLING 445-401
OR APPROVED EQUAL TO
SEAL,
PE
'RINGLINE
NOTES:
BACKFILL UNDER P.V.C. OR A.B.S. SADDLE, ADAPTOR AND CAST IRON BEND WITH
# 67 STONE AS SHOWN ON TRENCH BOTTOM DIMENSIONS AND BACKFILL REQUIREMENTS
FOR P.V.C. AND A,B,S. DETAILS,
LATERAL SADDLE INSTALLATION DETAIL
FOR P.V.C. AND A.B.S. COMPOSITE PIPE
NO SCALE
I Hu55
FLEXIBLE TRANSITION
CTILE IRON
SS STEEL
CLAMPS
FERNCO COUPLING DETAIL
NO MZE
r
' 6" MIN, r`
N.C. O.O.T. # 57 OR III 5 .IO
WASHED STONE ��'
APPLICABLE AT ALL POINTS of INGRESS & EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED,
NOTES:
A. N,C,D.O,T. / 5 OR 0 57 WASHED STONE SHALL BE USED,
PAD TO BE 501 x 20'W x 6"D
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS
IS TO BE PROVIDED,
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
UTILIZATION BY ALL CONSTRUCTION TRUCKS,
0, MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR DIRECT FLOW OF TRAFFIC ONTO STREETS, PERIODIC TOP DRESSING
WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND.
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED
IMMEDIATELY.
CONSTRUCTION ENTRANCE
NO SCALE
MAIL TO:
SKYCO DEVELOPMENT CO. LLC
° 1 SAILFISH DRIVE
CS
a MANTEO NC 27954
GREEN ENGINEERING
it .• �
- WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893
2 TEL [phone] FAX [phone] OFFICE @ GREENENG.COM
Level Spreader (Not to scale)
��� `y.4� 0 v } as ' :. ~ :;" Transition
diversionr
1'",r.yL ,'�•+,' \ /
�
Stabili
zed
b slope� x
Stable r�.
undisturbed A.,ti'` #, I► ,y"1'
outlet �� y. y, ,I. x,. 4.
L•
61
I �.,,..I• " `. d. �..r, ,a• .i.• a„ u` ,.A" �"�� i 1 �,y`>'f.�,., 4".r• I
4 b , t0 1,4 16" ►•, wi. M r4n• VJr � ti �y v +:� -J
tt", k .wy. � • .d. ,✓,,.. r4L n•� 1,., AL bra. x,�f
- Cross section
- - -
Material ... variable
stapled in
plame
min- F I
I
BudWI min
flifllF=lllff✓
GRADE - The grade of the Nast 2D feet of the diversion channel should Provide a
smooth transition from channel grade to level of the spreoder. The grade of the
spreader should be 0%.
Spreader lip - Construct the level lip on undisturbed sal to uniform height and
zero grade over the length of the spreader. Protect it with an erosion -resistant
material, such as fiberglass matting, to prevent erosion and allow vegetation to
become established.
Outlet area - The outlet disposal area must be generally smooth and
welt -vegetated with maximum slope of 10%,
Vegetate all disturbed areas.
CONSTRUMIGN SPECIFICATIONS
1. The matting should be a minimum of 4 ft. wide extending 6 inches over the
lip and buried 5 Inches deep In a vertical trench on the iower edge. The upper
edge should butt against smoothly cut sod and be securely held in place with
closely spaced heavy duty wire staples at least 12 inches long.
2. Ensure that the spreader lip is level for uniform spreading of storm runoff,
3. Construct the level spreader on undisturbed soil (not on fill).
4. Construct a 20-ft. transition section form the diversion channel to Wend
smoothly to the width and depth of the spreader.
5. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 10%. Make sure the slope is sufficiently smooth to keep flow from
concentrating.
6. Immediately after its construction, oppropriately seed and mulch the entire
disturbed area of the spreader.
MAINTENANCE
Inspect level spreaders after every rainfall event until vegetation is established, and
promptly make needed repairs. After the area has been stabilized, make periodic
Inspections and keep vegetation in o healthy, vigorous condition.
LEVEL SPREADER DE_ AIL
No SCd.
E
HYDRANT ASSEMBLY
ON-L M WSTALlATION)
NO SCALE
RBED SOIL
(TYPICAL)
�1 v
FILM
18" MIN, - 10'0 & LE`,
24" MIN, - 12"0 dt OR
x�
i
LJ -
' 6MIN.
,off 6
x-J
PLAN TES
PIPE
R0' BEND
45' BEND
22 %2' BEND
11 1/4' BEND
TEE
PLUG
SIZE
A
B
A
B
A
B
A
B
A
I B
A
B
4"
B"
12"
8"
B"
6'
6"
6•
6"
13
9"
6"
10"
6"
10'
12'
8"
10"
6"
B"
6"
8"
10"
10"
10"
12"
8"
15"
13"
10"
10"
8"
8'
8"
8"
10
12"
12"
24"
10' 1
16'
14"
10'
12"
6"
10"
6"
10"
11"
14'
14"
25
12"
19'
16"
12"
14"
8"
11"
12"
11"
14
16"
16"
12"
16"
26"
20"
16"
1B'
11"
13'
11"
13"
18"
20"
20"
36"
20"
5O"
24'
31"
22'
21'
16"
12"
15"
36'
24"
24-
58"
24"
60"
28'
3B"
26'
25"
20"
14"
17"
36'
28"
2B"
70"
LIFT
THRUST
BLOCK
p'.
I.
TAPPMiG
SLEEVE
SEEDING SCHEDULE
SEEDING (PERM,)
TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
RYE (GRAIN) 120
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA
30
KOBE LESPEDEZA
SEEDING DATES
SEEDING NOTES
-AUG.1 DEC' 15
J
COASTALINS A NI PIEDMONT-AUG, 15- DEC. 30
1, FROM SEPT. 1- MAR, 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINEIa SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
SOIL AMENDMENTS
3. WHERE AAPPEARANCE IS DESIRED. OMIT SERICEA AND INCREASE KOBE
0 40LB/ACRL
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1.000 LB/ACRE 10-10-10 FERTILIZER.
NURSE PLANTS
MULCH
AUG.
BETWEEN AP. 15 AND15 UBCRE
ADD 10 LBR15,
MILLETRRYE
SUDANGRASSR PRIOR To AY11 OR AFTER AUG., ADD 25LB/ACREGERMAN
(GR N)
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
SEEDING DATES
USED AS A MULCH ANCHORING TOOL.
BEST POSSIBLE
MAINTENANCE
VALVE
EARLY SPRING: FEB, 15- MAR, 20 FEB. 1APR. 30
FALL SEPT, 1- SEPT. 30 SEPT, 1-OCT,31
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15. OVERSEED WITH 50 LB/ACRE KOBE PIEDMONT AND COASTAL
SOIL AMENDMENTS
PLAN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
PROPOSED
APPLY AND FERTILIZER ACCORDING TO SOIL TEST, APPLY LB/ACRE
WATER PAIN
A
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS} AND 1,000
RATE SANDY SOILS) A
TEMPORARY SEEDING (WINTER/EARLY SPRING)
LB/ACRE 10-10-10 FERTILIZER.
MULCH
SEEDING MIXTURE
1. FITTING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
SPECIES RATE (LB/ACRE)
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL. ANNUAL LESPEDEZA (KOBE IN PIEDMONT
ELEVATION AND COASTAL PLAIN, KOREAN
MAINTENANCE IN MOUNTAINS) 50
TAPPING SLEEVE AND VALVE iF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORD- OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND
ING TO 50€L TESTS OR TOPDRESS WITH SOO LB/ACRE 10-10-10 FERTILIZER, MOW AS BEYOND JUNE.
NO SCALE NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE RESEED FERTILIZE AND
26.50
23.50
7.50
4.38 24.50 4.38
33.25
SUPERCAST, INC. MH-RCR-2001 -EC
USE SUPERCAST, INC. MH-RCR-2001
FOR AREAS OUTSIDE PAVEMENT.
Cl RING AND COVER
NO SCALE
a�3
LLl
OI
COVER
I
1�
3/4" METER BOX
DEWEY BROS, MBX 2
MULCH DAMAGED AREAS IMMEDIATELY,
SEEDING DATES
MOUNTAINS- ABOVE 2500 FT: FEB. 15 - MAY 15
TEMPORARY SEEDING (SUMMER)
BELOW 2500 FT: FEB. 1 MAY 1
PIEDMONT- JAN. t - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
SEEDING MIXTURE
SOIL AMENDMENTS
SPECIES RATE (LB/ACRE)
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
GERMAN MILLET 40
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE
MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NEnvic.
SEEDING DATES
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL,
MOUNTAINS- MAY 15- AUG, 15
PIEDMONT- MAY 1- AUG. 15
MAINTENANCE
COASTAL PLAIN- APR, 15- AUG, IS
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
SOIL AMENDMENTS
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER,
COVER MULCH
APPLY 4,000RE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCHULCH ANCHORING TOOL.
SEEpgED PREPARATION
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE
REFERPLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTWZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
GENERAL CONSTRUCTION NOTES
3' REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, .AND SUPERPHOSPHATE UNIFORMLY AND
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING
MIX WITH SOIL (SEE BELOW),
CONSTRUCTION BY CONTACTING ULCO AT [1 [phone]]
5, CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
CONTRACTOR SHALL GRADE ALL STREETS TO THE TYPICAL SECTION SHOWN IN THESE
SEEDBED IS PREPARED 4 TO 5 INCHES DEEP.
PLANS PRIOR TO INSTA€_LATION OF UNDERGROUND ELECTRIC AND GAS. UPON COMPLETION
OF UTILITY INSTALLATION THE CONTRACTOR SHALL REGRADE ALL SHOULDERS AND SLOPES
6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
AND PROVIDE FINAL SEEDING AND MULCHING IN ACCORDANCE WITH THE DETAILED
EQUIPMENT OR CULTIPACK AFTER SEEDING.
SPECIFICATIONS,
7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH ALPHABETIC MATERIAL
(MULCH SHALL NOT BE CRIMPED)
SANITARY SEWER GENERAL CONSTRUCTION NOTES
B. ALL WITMN"
THEINSPECTPLANTINGS SEASON, IF POSSIBLE. IF"STAND SHOULD B OOVVER 6(i7Cp"G5
DAMAGEO, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDMK;
RATES,
EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE AS ACCURATE AS CURRENT RECORDS AND INFORMATION
ALLOW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES
9 CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FLIZATION
ERTIAFTER
PRIOR TO CONSTRUCTION.
PERMANENT COVER IS ESTABLISHED.
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
DRIVEWAYS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION IMMEDIATELY UPON COMPLETION OF
FERTILIZER1-1ANALYSISS
0
INSTALLATION OF SEWER LINES ACROSS SAID DRIVEWAYS,
PHA JPERPHOSPHATE
SUPERPHOSPHATE 0 RE OF ANALYSIS
MULCH - 2 TONS (APPROX. 80 BAILS SMALL GRAIN STRAW ACRE
ANCHOR - TACK 400 GALLONS/ACRE OR
WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS OVER OR UNDER A WATER LINE A MINIMUM
WITH LIQUID ASPHALT AT
EMULSIFIED ASPHALT AT 300 GALLONS/ACRE
OF 18" VERT#CAL SEPARATION MUST BE MAINTAINEJ, IF THIS CLEARANCE CANNOT BE MAINTAINED, A SECTION
OF DUCTILE IRON PIPE, MINIMUM OF 10'--0" EACH SIDE OF CROSSING, MUST BE INSERTED INTO THE SEWER
LINE.
CONSTRUCTION %. OUENCE
MINIMUM OF 1'-0" SHALL BE MAINTAINED WHENEVER A SANITARY SEWER LINE CROSSES ABOVE OR
BELOW ANY STORM DRAINAGE UNLESS OTHERWISE NOTED,
1,
SUBMIT SEDIMENTATION EROSION CONTROL PLAN APPROVAL LETTER WITH BUILDING PERMIT
IN
IN THE EVENT THE MINIMUM OF V-0" CANNOT BE ACHIEVED ABOVE OR BELOW THE STORM DRAINAGE
DR PERMIT APPLICATION,
THE CONTRACTOR SHALL CONTACT THE ENGINEER, 2.
INSTALLVRSNS,SILTF
NSLGRAVELCONSTRUCTION
LAV CTTRUPTIOENTRCEPSTEMPORARY DIVERSIONS,
R
DISEDIMENT AN AS SHOWN IN
SEEDING AND MULCHING SHALL BE APPLIED WITHIN THIRTY (30) DAYS TO ALL AREAS NOT STABILIZED IN
THE APPROVED PLAN.
ORDER TO PREVENT SOIL EROSION. 3,
BEGIN CLEARING, GRUBBING AND GRADING WHILE MANTAINING MEASURES AS REQUIRED.
ANGLE VALVE
DUAL CHECK VALVE FORD 3/4" BALL VALVE
W METER COUPUNG BA 43-332-WG
/ OR MUELLER H-14258
ON INLET SIDE
FORD 3/4" HHS-31-323 CORPORATION STOP
OR MUELLER H-14242 MEDLLEROH�-1OR
5008
WATER METER W/CC THREADS
ROCKWELL SR, OR
NEPTUNE TRIDENT 8
3/4" SERVICE PIPE
COPPER TYPE K SOFT OR
ORANGEBURG CLASS 160SP
NO SCALE
CYPRESS COVE
SKYCO DEVELOPMENT CO. LLC
ROANOKE TOWNSHIP
3/4" SINGLE STRAP
SADDLE TO BE USED
WITH PVC WATER LINES
MUELLER H-13420
2"
MUELLER H-13428
4
MUELLER H-13431
6
MUELLER H-13433
8
WATER SERVICE DETAIL MUELLER H-1343
MUELLER H-13435
10:)
12 )
NO SCALE FORD STYLE 101S
OR EQUAL
DARE COUNTY
DETAILS
4, INSTALL THE STORMWATER COLLECTION SYSTEM AND PROTECT INLETS WITH SILT FENCE.
ROCK CHECK DAMS, GRAVEL FILTERS AND / OR OTHER APPROVED MEASURES AS SHOWN ON
THE PLAN, STABILIZE ALL TAIL DITCHES IMMEDIATELY FOLLOWING ALL CONSTRUCTION.
5, GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER
SUFFICIENT TO RESTRAIN EROSION WITHIN 30 WORKING DAYS AFTER THE COMPLETION OF
ANY PHASE OF GRADING. ALL AREAS UPON WHICH NO FURTHER LAND D157UFORG ACTIVITY
WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN
30 WORKING DAYS.
6. AS CONSTRUCTION PROGRESSES INSTALL PERMANENT EROSION CONTROL MEASURES SUCH AS
RIP -RAP APRONS, VELOCITY DISSIPATORS, CHANNEL LIVERS, GRAVEL BASE COURSE, ETC.
7, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL FOR ONSITE
INSPECTION BY ENGINEER,
B. IF THE 51TE 15 APPROVED, REMOVE TEMPORARY DIVERSIONS. SILT FENCING, SEDIMENT BASINS,
ETC, AND SEED, PAVE, OR RIP -RAP RESULTING DISTURBED AREAS,
g, WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF THE SITE IS
APPROVED, THE PERFORMANCE BOND IF REQUIRED, WILL BE RELEASED.
WATER MAIN GENERAL CONSTRUCTION NOTES
1 , Utilities shown on plans are as accurate as current records and information allow.
Contractor will be responsible for verifying the location of oil existing utilities and
services whether shown on plans or not prior to construction.
2. Minimum cover of 3'-0" shall be mointoined for oil water mains unless otherwise noted.
3. Where a water main crosses above or below storm drainage, minimum separation
shall be V-0".
4. In the event the minimum Y-O" cover and minimum 1'-0" separation cannot be
achieved obove the storm drainage pipe, the contractor shall tunnel the water main
under the storm drainage pipe.
5. Water mains shall be laid at least 10'-0" laterally from existing or proposed sewers,
unless local conditions or barriers prevent a 10'-0" lateral separation in which
case:
a) The water main is laid in a separate trench, with the elevation of the
bottom of the water main at least 18 inches above the top of the sewer or,
b) The water main is laid in the some trench os the sewer with the water main
located at one side on the trench of undisturbed earth, and with the
elevation of the bottom of the water main at least 18 inches above the top
of the sewer.
6. Whenever it is necessary for o water main to cross over a sewer, the water main
should be laid at such and elevation that the bottom of the water main is at least 18
inches above the tap of the sewer, unless local conditions or barriers prevent and
18 inch vertical Separation - in which case both water main and sewer shall be
constructed of ferrous materials and with the joints that are equivalent to water main
standards for a distance of 10'-0" on each side of the point of crossing.
7. Whenever it is necessary for o water main to cross under a sewer, bath the water
main and the sewer sholl be constructed of ferrous materials and with joints that are
equivalent to water main standards for a distance of 10'-0" on each side of the
point of crossing. A section of water main pipe sholl be centered at the paint of
crossing,
B. Driveways shall be restored to original or better condition immediately after completion
of installation of water main across some.
4
PROJECT No:TUGWL\05070
F.B. #
CADFILE: 05070-BM, DWG
ASCII FILE:
CHANGED DATE. DEC. 27, 2006 BDH
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