26-08 OVERSIZED PLANS

• AL �
oil
a - I 'm k
L---:j 0 - 1!1 L !11:
— NORTH CAROLINA-------------
_
------------
ROANOKE 158 8 CURRITUCK
RAPIDS
ELIZABETH
CITY • _ - ____�
95 - _ _ -____- -_-__=__= =_ W�eI��joW
17
64 --_—__--_ __ - ____ -- — -- _OFJIM P®
• -- - ------o
_ - _- _ _ SCHEDULE DRAWINGS. n �
A
ROCKY WILLIAMSTON - • _ — C��
MOUNT • - MANTEO _ _____ ,Sp
- - - - - ---- COVER SHEET �
• _ - _ __ _ ___ _ � SITE
WILSON _ _- _ _ -- - - - C-101 EXISTING CONDITIONS
264 • WASHINGTON BELHAVEN = _ _ -_ — _ -_ - C-102 PROPOSED LOT LAYOUT _
REENVILL -- - = _- -_ _ _ - C-103 PROPOSED UTILITY LAYOUT
LOWER
= C-104 PROPOSED CAMA APPLICATION Z BROAD CREEK
GOLDSBORO = _ BATH - - _
• - _ _ = r = = _ _ _ _ = _= __ = C-105 PROPOSED SEDIMENT
--_ - =_ _ _ -_ - _ ____ AND EROSION CONTROL PLAN
• - - — - - - --- - - - -_- - _—_ _ = _ _ � - _ _ _- C-106 PROPOSED STORMWATER PLAN
-HATTERAS = _- = = C 107 PLAN AND PROFILE. WATER OAK DRIVE
KINSTON NEW - -• - '
7� BERN _ 55 - - _ _ = =-II = _ _ _ _ _ _ � _ =_ _ _ _ _- = _ =_ _ =- C-108 PLAN AND PROFILE: MARINA
OCRACOKE- C-109 PLAN AND PROFILE: OUTFALLS
_ -- _--= _____-- ____--___= ___—_
SITE - ------ -- _= - _ _ = =_ - _- - = _- _ =_ = _
wARsaw D-101 WATER DETAILS
17 HAVELOCK - _ _ _ _ _- _ _ ___ -_ _ _ _- _ _ _- _= D-102 SEDIMENT AND EROSION CONTROL DETAILS
N90REHEAD ------------------------
D-103 STORMWATER DETAILS $R-1005,,
JACKSONVILLE CITY
•CAMP
LEJUNE-=FL-a=- -=--=_==- — _=___=- __--=- --
- - = _ _ _ - - _ _ _-_ - —_ = = M
---------- - - - - ------------------------ - - - - --
r
------------------------------------------------ -
-_ ____ _-____-�_---__—_--___-�__- _________-_-�_ _ -
-------------------------------------------------- Z
suRF = _== - ==-=_ _--_-_-_-___-_-_- =__==_ _=_ ____—_ _ _=_-= =_-_
0
A33502.00 - OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., N
C
0
VICINITY MAP Q
a
L CATION MAP
acS
O� C .. .. , W
to
EAssociates PAL r = • • a
17069 ?
- C w
909 AVIATIONLPARKWAY, SUITE 1400
�.. Mace
•��itlrurw�r���,
P. 0. BOX 129 W
PROJECT MANAGEMENT MORRISVILLE5 NORTH CAROLINA 27560 -FEBRUARY 12007
REVISIONS x
No. DATE DESCRIPTION �
TEL: [phone] FAX: (919) 319=651 0 1 03-22007 PER PL. 8D. COMMENTS
2 07-25--2007 PER LAND QUALITY COMMENTS �
0
0
N
O
U7
M
2�00)
-

VICINITY MAP - NOT TO SCALE
`` 1 /-
P-K NAIL AT INTERSECTION
OF STRAIGHT MURRAY LANE. AND
/ ( 6' _ /' N21'19'55"E
'Al✓0 �G 44.14'
I EIP
EIP �'�ti
\ � \ /
1
5i �
r �
EPK '
/
/ T
/ / \ EIP
CONTROL
CORNER
PROPERTY OF
SHIRLEY LEE TINGLE
D.B. 235, PG. 235
TAX ID: K07-2
A33502.00 - OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
S:\Library\2006\A33502 - Olexa Ventures, tLC - Straight Road 15 ac\Orawings\A33502 - Base FInawwg, C401,
8/24/2007 9:59;02 AM
/
/
LOT 9
6_ \ UP 11iE CREEK SUBDIVISION
PICA 138-11
\ NOW OR FORMERLY
PROPERTY OF
t� ORIEf�TAL BOULDER, LLC
Di. 421, PG. 904
TAJ� ID: K07-5-9
EIP
I
R°j
sr�OO _
EIP �•/•
/ NPS �� NPS L6• ~�, y W 41
9y0N
--- - SF L?
CENTER LINE-
EIP
- APPRORIMATE - - - T? NPS NPs
_- WATER LTRE - - - -�•. --
- -_ �\ - MEAN HIGH WATER-
- IS PROPERTY LINE- -- - - _ -
/7 - - - - - - -
�- - - -
0
0-
0
m
LOT 8
UP THE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
PROPERTY OF
ORIENTAL BOULDER, LLC
D.B. 421, PG. 904
TAX ID: K07-5-8
SOILS -TYPE KEY
B - AREAS PROVISIONALLY SUITABLE
\ FOR SHALLOW PLACED CONVENTIONAL SEPTIC SYSTEMS
C - AREAS PROVISIONALLY SUITABLE
FOR FILL (MOUND) SEPTIC SYSTEMS
D - AREAS UNSUITABLE FOR SEPTIC SYSTEMS
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
LINE DATA TABLE
LINE
No. I DIRECTION I
DISTANCE
1
N86'08'40"W
32.77
2
N73'41'19"W
107.61
3
N44'58'49"W
70.95
4
N57'23'25"W
136.89
5
N60'25'05"W
135.00
6
N87'58'25"W
120.40
7
S73'07'50"W
39.68
8
N45'23'36"E
40.89
9
N77'09'35"E
31.79
10
N43' 13'25"E
6.97
11
N35'01'46"E
43.06
12
N0713'22"W
12.38
13
N30'17'23"W
28.46
14
N83'22'27"E
32.68
15
N75'35'14"E
22.63
16
N69'22'30"E
32.90
17
N24'27'59"W
15.97
18
N1728'13"E
23.64
19
N 11'09'45"E
27.94
20
N08'32'11"E
11.34
21
N21'50'25"E
23.97
22
N11'32'27"E
21.76
23
N2742'28"W
26.62
24
N68'39'18"E
19.38
25
N89'20'27"E
23.92
26
S27'05'18"W
28.04
27
S18'27'48"E
12.59
28
S00'07'02"E
26.75
29
S38' 16' 18"W
20.77
30
S09'30'27"E
19.97
31
S3556'09"W
21.60
32
S41' 19'31 "E
36.11
33
N66'18'44"E
29.64
34
N88'56'49"E
22.51
35
N63'56'26"E
19.47
36
S84'09'39"E
30.16
37
S13'49'37"E
9.60
38
S51'27'12"W
35.19
39
S65'57'13"W
26.66
40
S16'45'09"W
18.25
41
S60'06'52"W
20.28
42
S23'26'03"W
34.98
43
S39'53'30"E
22.00
44
S55'11'53"E
34.09
45
S61'03'36"E
33.59
46
N89'51'50"E
33.55
47
S84'50'23"E
26.35
48
S31'20'49"E
35.70
49
S58'02'45"E
32.62
50
S72'38'56"E
21.62
51
S31'38' 18"E
29.38
52
S58'38'59"E
43.92
53
S49'36'13"E
22.25
54
S45'12'49"E
49.24
55
S76'16'29"E
59.16
56
N81'4236"E
29.40
57
N76'47'28"E
16.09
LEGEND
• EPK EXISTING PK NAIL
8 EIP EXISTING IRON PIPE
0 SIP SET IRON PIPE
• NPS NO POINT SET
R/W RIGHT OF WAY
EOP EDGE OF PAVEMENT
MBL MINIMUM BUILDING LINE
DUE DRAINAGE/UTILITY EASEMENT
MARSH
ZONE 1 30' RIPARIAN BUFFER
ZONE 2 20' RIPARIAN BUFFER
AEC AREA OF ENVIRONMENTAL CONCERN
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE
AE, BFE=7.0') PER FIRM MAPS
3720648800J AND 3720740800J,
EFFECTIVE JULY 2ND, 2004.
GRAPHIC SCALE: 1" = 100'
0 50 100 260 300
COPYRIGHT 0 2007
NOTES:
TOTAL AREA OF TRACT. 15..976 AC. (695,919 SF)
ALL BOUNDARY SURVEY [INFORMATION PROVIDED BY:
KENDALL E. GASKINS, PLS
8162 MAIN STREET
VANCEBORO, NC 28586
DATE OF SURVEY: AUGUST 10, 2004
OWNER:
MICHAEL J. OLEXA
2925 SUMMER HILL ROAD
WEST FRIENDSHIP, MD 21794
410-489-0667 BUSINESS
410-489-0668 FAX
443-416-4209 CELL
PROPERTY DESCRIPTION:
GANS - 16.10 ACRES
SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
MAP BOOK 7. PAGE 103
DEED BOOK 444, PAGE 798
SEE SHEET C-102 FOR PROPOSED LOT LAYOUT.
SEE SHEET C-103 FOR PROPOSED UTILITY LAYOUT.
REVISIONS
NO. DATE DESCRIPTION
1 03-26-2007 PER PL. BD. COMMENTS
2 07-25-2007 PER LAND QUALITY COMMENTS
PROJECT MANAGER: PROJECT ENGINEER:
GSM ZLF
DRAWN BY: CHECKED BY:
AEB GSM
DATE:
FEBRUARY 1, 2007
In
��A
17069
.r
Gil I
v�
Mace o®'J
MacCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. 0. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
OLEXA VENTURES, LLC
STRAIGHT ROAD
SUBDIVISION
No. 2 TOWNSHIP
PAMLICO COUNTY, NC
EXISTING
CONDITIONS
PROJECT NUMBER
A33502.00
DRAWING NUMBER
C-101
0
0
0
i
0
s
m
D
W
W
W
a
W
w
Z
0
I
0
0
N
0
M
M
Q

VICINITY MAP - NOT TO SCALE
\48 LF
RROPOSED
18," RCP
I
I
Rid %i SP51 9 �t1El� f
EIP
i r EPK
f
WATER OAK DF
- 50'\PUBLIC RM
20' XSPHAL� -
��
-� E!P
PROPERTY OF
SHIRLEY LEE TINGLE
D.B, 235, PG. 235
TAX ID: K07-2
A33502.00 - OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
S;�Ubrary\2006�A33502.01exa Ventures, LLC - Straight Road 15 ac\Draw,ngs`A33502 - Base Flnal.dwg, C-102,
8/24/2007 9:59:10 AM
-_1
P-K NAIL AT INTERSECTION
OF STRAIGHT MURRAY LANE. AND
N21'19'58"E
EIP 44.14'
Asf �! 1asafi /
P�EIP
�ae!)6ti
10'x70' SIGHT
\/ TRIANGLE
�\
UTILITY �ESMT. w -LOT 3
-6-
UP iE CREEK SUBDIVISION
NOW OR FORMERLY
PROPERTY OF
El a, ORIENTAL BOULDER, LLC
1 D.B. 421, PG. 904
TA7 ID: K07-5-9
� C` EIP \ �
85
'�k
r
11 S� \ / /
EIP J
1 utyuts '�I "I u.t7�1 w• j�. v N W
L6665 `XC� �`�� 0 y cN,'fY v
_ NPS � NPS - L6 NPS - - 6Sr �v y ` s Lr w v
110.00, v v
---- =3- .
=c --_P%OPvSE6_ P�NPsL
- -- - _- OAT _ vFq 7�i� rn
-SLIF? - a s 7 -- - - - - - vo - \L60+L3+L5 �� o
CENTER LINE- -_-_-' _ _ _400 =1,�32.98,' cr
-OF-CHAIVNEC- - - --- - !` - z -NPS 4sD
-NPS
- - -
j11 ' EIP
Ct
tp
\ _ - - - _Nes L� NPS C�
-APPROXIMATE_ _ _ Z2 _ Nas NPS
WATER LINE
M
G - - - MEAN HIGH WATER - - - _ _
IS PROPERTY LINE- - - - - _ - _
- - - - �- - - - - - -
- - -- - --
--.--------
CURVE DATA
TABLE
CURVE
No. CENTRAL ANGLE
RADIUS
TANGENT
LENGTH
CHORD BEARING
CHORD
1
22'03'57"
300.00
58.49
115,54
S31'38' 18"E
114.82
2
38'36'02"
300.00
105.06
202.11
S61'58' 18"E
198.31
3
09'51'10"
325.00
28.01
55.89
S25'31'54"E
55.82
a 4
r-
12"247"
325.00
34.77
69.28
S36'33'53"E
69.15
5
06'57'58"
325.00
19.78
39.51
S46'09'15"E
39,49
a 6
21'07'22"
325.00
60.60
119.82
S60' 1 1'55"E
119.14
7
40'04'58"
35.00
12.77
24.49
S50'43'07"E
23.99
8
0
63'18'03"
50.00
30.82
55.24
S62'19'40"E
52.47
9
m
40'58'29"
50.00
18.68
35.76
N65'32'05"E
35,00
10
55'10'21"
50.00
26.12
48.15
N17'27'40"E
46.31
a 11
72'32'33"
50.00
36.69
63.31
N46'230,47"W
59.16
12
37*37'16"
50.00
17.03
32.83
N78'31'19"W
32.24
13
14
51'54'00"
25'43'02"
35.00
275.00
17.03
31.70
S85'39'41 "W
30.63
15
22'03'57"
275.00
62.77
53.62
123.43
105.91
N55'31'48"W
N31'38'18"W
122.40
105.26
LOT 8
UP THE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
PROPERTY OF
ORIENTAL BOULDER, LLC
D.B. 421. PG. 904
TAX ID: K07-5-8
AREAS
LOT No. 1
31,743 SF
0.729 AC.
LOT No. 1 a
9,841 SF
0.226 AC. .
LOT No, 2
31,721 SF
0.728 AC.
LOT No. 3
62,178 SF
1.427 AC.
LOT No. 4
58,996 SF
1.354 AC..
LOT No. 5
67,797 SF
1.556 AC.,
LOT No. 6
60,252 SF
1.383 AC..
LOT No. 7
73,290 SF
1.683 AC..
LOT No. 8
62,502 SF
1.435 AC..
LOT No. 8o
22,172 SF.
0.509 AC.
LOT No. 9
62,582 SF
1.437 AC.
LOT No. 90
8,455 SF
0.194 AC..
LOT No. 10
58,457 SF
1.342 AC..
LOT No. 1 Do
9,150 SF
0.210 AC.
PROP. ROAD R/W
44,782 SF.
1.028 AC..
PUBLIC ACCESS
31,995 SF I
0.735 AC..
35'
I
NOTE:
LOT No. 1 AND LOT No. 1A SHALL BE
SOLD AS ONE (1) UNIT. LOT No. 1A IS
FOR OFFSITE SEPTIC SYSTEM AREA ONLY.
LOT No. 8 AND LOT No. 8A SHALL BE
SOLD AS ONE (1) UNIT. LOT No. 8A IS
FOR OFFSITE SEPTIC SYSTEM AREA ONLY.
LOT No. 9 AND LOT No. 9A SHALL BE
SOLD AS ONE (1) UNIT, LOT No. 9A IS
FOR OFFSITE SEPTIC SYSTEM AREA ONLY.
LOT No. 10 AND LOT No. 1OA SHALL BE
SOLD AS ONE (1) UNIT. LOT No. 10A IS
FOR OFFSITE SEPTIC SYSTEM AREA ONLY.
TYPICAL CUL-DE-SAC
NTS
50' R/W
6' 20' 6' 6'
)ULDE 2" SURFACE SHOULDEF DITCH
COURSE
1 4" FT. 1
Z-COMPACTED
\-8" AGGREGATE
SUBGT
7 BASE COURSE
2" SURFACE COURSE:
SF 9.5A OR S9.5B
TYPICAL STREET CROSS-SECTION
LLS
50'
20'
w
3 3
o
1O'x7O' SIGHT t�
TRIANGLE
ISTOP .�
EX. EDGE OF PAVEMENT
77
EX.RW
ROAD CONNECTION (STOP CONDITION)
NTS
VARIABLE 6'-0" SHOULDER
DRIVEWAY TURNOUT GRADES
SHOULDER SECTION
NOT TO SCALE
MINIMUM BUILDING, SETBACK
FRONT 30'
SIDE 10'
REAR 15'
MINIMUM FRONT SETBACK FOR LOTS LOCATED
IN A CUL-DE-SAC SHALL BE WHERE THE LOT
WIDTH IS EITHER 30' OR 60' FROM THE
RIGHT-OF-WAY, WHICHEVER IS GREATER
1
COPYRIGHT 0 2007
LINE DATA TABLE
NOTES:
LINE No.
DIRECTION
DISTANCE
1.
TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
1
N86'08'40"W
32.77
2
N73'41'19"W
10761
2.
ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
3
N44'58'49"W
70.95
KENDALL E. GASKINS, PLS L-3824
8162 MAIN STREET ,
4
N57'2325"W
136.89
VANCEBORO, NO 28586
5
N60'25'05"W
135.00
6
N87'58'25"W
120.40
3.
DATE OF SURVEY: AUGUST 10, 2004
7
8
S73'07'50"W
N45'23'36"E
39.68
40.89
4.
PRELIMINARY LOT DESIGN PROVIDED BY:
ARNOLD E. BERRIER, SR., PLS L-3310
9
N77'09'35"E
31.79
781 WOODS CROSSROADS ROAD
10
N43'13'25"E
6.97
BENSON, NC 27504
11
N3601'46"E
43.06
12
N07'13'22"W
12.38
5.
NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
13
N30'17'23"W
28.46
SURVEYED AT THIS TIME. UPON PRELIMINARY
14
N83'22'27"E
32.68
APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
CORNERS.
15
N75'35'14"E
22.63
16
N69.22'30"E
32.90
6.
NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
17
N24'27'59"W
15.97
BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
18
19
N17'28'13"E
N11'09'45"E
23.64
27.94
7.
PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
NCDOT UPON PRELIMINARY PLAT APPROVAL.
20
N08'32' 11 "E
11.34
21
N21'50'25"E
23.97
8.
SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
22
N11'32'27"E
21.76
WILL BE SUBMITTED UPON PRELIMINARY PLAT
23
N27'42'28"W
26.62
APPROVAL.
24
N68'39'18"E
19.38
9.
APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
25
N89'20'27"E
23.92
BE SUBMITTED TO PAMLICO COUNTY HEALTH
26
S27'05' 18"W
28.04
DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
27
28
S18'27'48"E
S00'07 02 E
12.59
26,75
10.
SOILS INFORMATION PROVIDED BY:
GENE ASTON, LICENSED SOILS CONSULTANT
29
S38'16'18"W
20.77
ASTON SOILS WORKS
30
S09'30'27"E
19.97
PO BOX 86
31
S35'56'09"W
21.60
SIMPSON, NC 27879
32
S41' 19'31 "E
36.11
11.
OWNER:
33
N66'18'44"E
29.64
OLEXA VENTURES, LLC
34
N88'56'49"E
22.51
MICHAEL J. OLEXA
35
N63'56'26"E
19.47
2925 SUMMER HILL ROAD
36
S84.09'39"E
30.16
WEST FRIENDSHIP, MD 21794
37
S13'49'37"E
9,60
410-489-0667 BUSINESS
38
S51'27'12"W
35.19
410-489-0668 FAX
443-416-4209 CELL
39
S65'57'13"W
26.66
40
S16'45'09"W
18.25
12.
PROPERTY DESCRIPTION:
41
S60'06'52"W
20.28
GANS - 16.10 ACRES
42
S23'26'03"W
34.98
SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
43
S39'53'30"E
22.00
MAP BOOK 7, PAGE 103
DEED BOOK 444, PAGE 798
44
S55'11'53"E
34.09
45
S61'03'36"E
33.59
13.
PROPOSED WATER SHALL BE SUPPLIED BY THE
46
N89'51'50"E
33.55
COUNTY OF PAMLICO. PROPOSED FIRE HYDRANT
47
S84'50'23"E
26.35
ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
48
S31'20'49"E
35.70
OF 500' FROM THE EXISTING WATER LINE AT
49
S58'02'45"E
32.62
STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
OF PROPOSED WATER LINE AND HYDRANT.
50
S72'38'56"E
21.62
51
S31'38'18"E
29.38
14.
PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
52
S58'38'59"E
43.92
AND APPROVED ON INDIVIDUAL LOT BASIS.
53
S49'36'13"E
22.25
15.
LINEAR FOOTAGE OF PROPOSED ROAD FROM
54
S45'12'49"E
49.24
CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
55
S76' 16'29"E
59.16
CUL-DE-SAC: 784.91 1 INEaR FEET.
56
N81'42'36"E
29.40
57
N76'47'28"E
16.09
16.
ALL INTERIOR LOT LINES SHALL HAVE A 10'
58
N73'41'19"W
76.33
DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
59
N73'41'19"W
31.27
ALL LINES.
60
61
N57'23'25"W
N57'23'25"W
30.75
106.13
17.
PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
62
N60'25'05"W
3.87
63
N60'25'05"W
76.13
18.
A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
64
N6V25'05"W
55.00
INSIDE OF ALL EXTERIOR BOUNDARY LINES.
65
66
N87'58'25"W
N87'58'25"W
55.00
65.40
19.
NO KNOWN NCGS MONUMENT FOUND WITHIN 2000
FEET OF THIS PROPERTY.
67
S31'38'05"E
70.86
REVISIONS
68 S82'40'03"E 64.40
69
S10'00'37"W
258.19
NO.
DATE
DESCRIPTION
1
03-26-2007
PER PL. BD. COMMENTS
2
07-25-2007
PER LAND QUALITY COMMENTS
LEGEND
♦ EPK
EXISTING
PK NAIL
PROJECT MANAGER:
PROJECT ENGINEER:
o EIP
EXISTING
IRON PIPE
GSM
ZLF
0 SIP
SET IRON PIPE
DRAWN BY:
CHECKED BY:
AEB
GSM
• NPS
NO POINT SET
DATE:
R/W
RIGHT OF WAY
FEBRUARY 1, 2007
e� ��*••+"+'+'►�
EOP EDGE OF PAVEMENT
MBL
MINIMUM
BUILDING LINE
o�°,
rr•
w
� r
DUE
DRAINAGE/UTILITY
EASEMENT
S L r '-
17069
`I'
MARSH
10 4
"+� �NGINE�G�
ZONE
1 30' RIPARIAN BUFFER
'o 011111110*01
ZONE 2 20' RIPARIAN BUFFER
AEC AREA OF ENVIRONMENTAL CONCERN
1 11 911 ADDRESSING
i 0 j LOT NUMBER
TOPOGRAPHY SHOWN HEREON PROVIDED
BY NCDOT AND KENDALL E. GASKINS, PLS.
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE
AE, BFE=7.0') PER (FIRM MAPS
3720648800J AND "5720740800J,
EFFECTIVE JULY 2ND, 2004.
GRAPHIC SCALE: 1 " = 100'
0 50 100 200 300
MacCONNELL
..>.. & Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. 0. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
U
O
OLEXA VENTURES, LLC
0
a
THE PRESERVE
I
z
SUBDIVISION °
m
n
v7
No. 2 TOWNSHIP
w
PAMLICO COUNTY, NC
W
PROPOSED W
LOT LAYOUT
8
O
I
PROJECT NUMBER DRAWING NUMBER o
A33502.00 C-102 UD
n
"'a

COPYRIGHT C 2007
VICINITY MAP - NOT TO SCALE
P-K NAIL AT INTERSECTION
OF STRAIGHT MURRAYLANE. AND
/ \ / i �� 0 r, N244.145"E
/� �( / / i . • f Ri EIP
\48 LF / / "� /
PROPOSED
-� 18� RCP // Q ��..'� i �.•�� _\ / 9\ is /
STA. 0+00 � 6 x6
REIP \ "� \
TAPPING SLE�VE �o %Rp,�G � ' � it
AND GATE V LVE'
' ,NP9'
�10'x7O' SIGHT �\
EIP / TRIANGLE
N20'36'19'W \� /
- !ice r•t 35.4V (TIE)
EPK
UTILITYSMT.
/ , . -6- UP THE CREEK SUBDIVISION
\�
/ \ .� \ \ PCA 138-11
- - .- ' N\ N+ W OR FORMERLY
PROPERTY OF
L
El ORIENTAL BOULDER, LLC
D.B.21, PG. 904
158 91 \ \ �� TA) ID: K07-5-9
Co
CORNERL C 5' UTIL. ESMT. \ \ \ '\ EIP `\ '
85 \
STA 5+00
6 x6 TEE -6 \
\ 5" GATE VALVE /.
\ 6" PVC WATER I;g •HYDRANT
\ / \ 6"*� REDUCER / / ter'•
GATE VA14
,-15' SEWER
PROPERTY OF \. \� / / / ESMT.
SHIRLEY LEE TINGLE \ / 460 LF P�POSED `�'` /
/ < 4" PVC WA R- S EIP _
D.B. 235, PG. 235 � ----
TAX ID: K07-2 `\ 2 \ \ > \ \ 1-1 8
"1, o -- STA 9+60 S
\\ 9 10' SEWER / '2" BLOWOF�F
ESMT.-- ��
� O
10EW. � =
\ \
- \
SIA 'A15'35 \ EIP
S` \DNGESM
5 \
\ / -T
EASEMENTR
\\ �\ 4 \ / i ! L f 160 t OA
164
sip
CONTROL�
CORNER > , f 5� WIDE v 20tz
NLEVATED
'
OARD*/VAI�K .�► i '�` ` 7s �A�o , ' 7 I
i/. O to ':` �- , N
1
81
El P
L7+L66= L65+L64-
1OV8 110.Qq
C w w w
-- NPS NPS L6
110.00 to.
Otis, N
- - - - - - PROPOSES _ PS,.
-BOA - REq nOAI 7
SLIP - _ op".o \L60+L3+L59 w
CENTER LINE- - -_-_-_ �o <=1,32.98V
- DF-CHA - - - - - - -- ¢` - - ��p
- - - - -• _ - - - -NPS
L L1=
\-� - - - - - 10 11' EIP
- APPROXIMATE - - - Z�--. �- NPS
�- - - - -- WATER LTNE-
- - - ----MEAN __HIGH ER WAT
IS PROPERTY I INE- - - - - - --_
------ - - - - --
r%-_---_- _
/7 \- - - - - - -
LOT 8
UP THE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
PROPERTY OF
ORIENTAL BOULDER, LLC
0.8. 421, PG. 904
TAX ID: K07-5-8
AREAS
LOT No. 1
31,743 SF
0.729 AC.
LOT No. 1 o
9,841 SF
0.226 AC,
LOT No. 2
31,721 SF
0.728 AC.
LOT No. 3
62,178 SF.
1.427 AC.,
LOT No. 4
58,996 SF
1.354 AC.
LOT No. 5
67,797 SF
1.556 AC.
LOT No. 6
60,252 SF
1.383 AC.
LOT No. 7
73,290 SF
1.683 AC.
LOT No. 8
62,502 SF
1.435 AC.
LOT No. 8o
22,172 SF
0.509 AC.
LOT No. 9
62,582 SF
1.437 AC.
LOT No. 90
8,455 SF
0.194 AC.
LOT No. 10
58,457 SF .
1.342 AC.
LOT No. 10o
9,150 SF
0.210 AC.
PROP. ROAD R/W
44,782 SF
1.028 AC.
PUBLIC ACCESS
31,995 SF
0.735 AC.
II1IR
LOT No. 1 AND LOT No. 1A SHALL BE
SOLD AS ONE (1) UNIT, LOT No. 1A IS
FOR OFFSITE SEPTIC SYSTEM AREA ONLY.
LOT No. 8 AND LOT No. SA SHALL BE
SOLD AS ONE (1) UNIT. LOT No. 8A IS
FOR OFFSITE SEPTIC SYSTEM AREA, ONLY.
LOT No. 9 AND LOT No. 9A SHALL BE
SOLD AS ONE (1) UNIT. LOT No. 9A IS
FOR OFFSITE SEPTIC SYSTEM AREA ONLY.
LOT No. 10 AND LOT No. 10A SHALL BE
SOLD AS ONE i) UNIT. LOT No. 1 OA IS
FOR OFFSiTE S PTIC SYSTEM AREA ONLY.
LINE DATA TABLE
LINE No.
I DIRECTION !
DISTANCE
1
N86°08'40"W
32.77
2
N73.41'19"W
107.61
3
N44°58'49"W
70.95
4
N57'23'25"W
136.89
5
N60'25'05"W
135.00
6
N87'58'25"W
120.40
7
S7X07'50"W
39.68
LEGEND
♦ EPK EXISTING PK NAIL
o EIP
® SIP
• NPS
R/W
EOP
MBL
NOTES:
1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
KENDALL E. GASKINS, PLS L-3824
8162 MAIN STREET
VANCEBORO, NC 28586
i
3. DATE OF SURVEY: AUGUST 10, 2004
4. PRELIMINARY LOT DESIGN PROVIDED BY:
ARNOLD E. BERRIER, SR., PLS L-3310
781 WOODS CROSSROADS ROAD
BENSON, NC 27504
5.' NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
SURVEYED AT THIS TIME. UPON PRELIMINARY
APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
CORNERS.
6. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
NCDOT UPON PRELIMINARY PLAT APPROVAL.
8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
WILL BE SUBMITTED UPON PRELIMINARY PLAT
APPROVAL.
9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
BE SUBMITTED TO PAMLICO COUNTY HEALTH
DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
10. SOILS INFORMATION PROVIDED BY:
GENE ASTON, LICENSED SOILS CONSULTANT
ASTON SOILS WORKS
PO BOX 86
SIMPSON, NC 27879
11. OWNER:
OLEXA VENTURES, LLC
MICHAEL J. OLEXA
2925 SUMMER HILL ROAD
WEST FRIENDSHIP, MD 21794
410-489-0667 BUSINESS
410-489-0668 FAX
443-416-4209 CELL
12. PROPERTY DESCRIPTION:
GANS - 16.10 ACRES
SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
MAP BOOK 7, PAGE 103
DEED BOOK 444, PAGE 798
13. PROPOSED WATER SHALL BE SUPPLIED BY THE
COUNTY OF PAMLCO. PROPOSED FIRE HYDRANT
ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
OF 500' FROM THE EXISTING WATER LINE AT
STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
OF PROPOSED WATER LINE AND HYDRANT.
14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
AND APPROVED ON INDIVIDUAL LOT BASIS.
15. LINEAR FOOTAGE OF PROPOSED ROAD FROM
CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
CUL-DE-SAC: 784.91 LINEAR FEET,
16. ALL INTERIOR LOT LINES SHALL HAVE A 10'
DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
ALL LINES.
17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
INSIDE OF ALL EXTERIOR BOUNDARY LINES.
19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000
FEET OF THIS PROPERTY.
REVISIONS
NO. DATE DESCRIPTION
1 03-26-2007 PER PL. BD. COMMENTS
2 07-25-2007 PER LAND QUALITY COMMENTS
PROJECT MANAGER: PROJECT ENGINEER:
EXISTING IRON PIPE GSM ZLF
SET IRON PIPE DRAWN BY: CHECKED BY:
AEB GSM
NO POINT SET DATE:
RIGHT OF WAY FEBRUARY 1, 2007
EDGE OF PAVEMENT
MINIMUM BUILDING LINE
DUE DRAINAGE/UTILITY EASEMENT
41 MARSH
ZONE 1 30' RIPARIAN BUFFER
ZONE 2 20' RIPARIAN BUFFER
AEC AREA OF ENVIRONMENTAL CONCERN
1 11 911 ADDRESSING
OLOT NUMBER
MINIMUM BUILDING SETBACKS
FRONT 30'
SIDE 10'
REAR 15'
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE
AE, BFE=7.0') PER FIRM MAPS
3720648800J AND 3720740800J,
EFFECTIVE JULY 2ND, 2004.
GRAPHIC SCALE: 1 " = 100'
0 50 100 200 300
w%seee
N C)
17069
eM11120 �S�a7
MacCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P.O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
OLEXA VENTURES, LLC
THE PRESERVE
SUBDIVISION
No. 2 TOWNSHIP
PAMLICO COUNTY, NC
PROPOSED
UTILITY LAYOUT
t�
C.
C
PROJECT NUMBER DRAWING NUMBER Ic
A33502.00 C-103 ` K
N
- OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
S:\Library\2006\A33502 - Olexa Ventores, LLC - Straight Road 15 ac\Drawings\A33502 - Base finai.dwg, C-103,
8/24/2007 9,59:20 AM

VICINITY MAP - NOT TO SCALE
� C
\48 LF
_ J PROPOSED
18," RCP
I
i
J _-NPS`
- EPK
i:-
I DRAINAGE
/ AREA #3,
i
EIP
CONTROL
CORNER
PROPERTY OF
SHIRLEY LEE TINGLE
D.B. 235, PG. 235
TAX ID: K07-2
A33502.00 - OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
S:\Library\2006\A33502 - Olexa Ventures, LLC - Straight Road 15 ac\Drawings\A33S02 - Base Final.dwg, C-104,
8/24/2007 9:59;28 AM
� r /
P-K NAIL AT INTERSECTION
tCt ) \ ✓ OF STRAIGHT ROAD AND M
MURRAY LANE. O
/ EOi i
N21'19'5rE a-
��/�o - 3G 44.14' h
/ �� �r��.•`' WHIP
EIP
f / DRAINAGE
AREA #4
j I /
Ns 1
LOT 9
6- \ UP 1iE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
ORIENPROPERTY OF
TAL BOULDER, LLC
1 El , D.B. 421, PG. 904
I TA7 ID: K07-5-9
I
EIP DRAINAGE
\ AREA #2
s` EIP
LOT 8
UP THE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
PROPERTY OF
ORIENTAL BOULDER, LLC
D.B. 421, PG. 904
TAX ID: K07-5-8
w w w ��� wI w \ w�`3 ` \ �y APPROXIMATE LOCATION OF
w w w \•� \ tFR I PROPOSED DWELLING
(TYPICAL BASED ON 60 x50
�- ` BUILDING ENVELOPE)
w w w w w w w st/� �.-
w EIP /
- _ NPS �-� NPS � L6
NPSr' wRrriq� W,,
OAT _ w Eq Oil w w w cn
-_3Lr I0 4 w w w w w w w
CENTER LINE- -_ --
_.._.._� 0 -NPS
- - - - - - w
EIP
SPS -w v
APPRORIMATE NPS NPS
�_'- - - -_- PLATER LINE
MEAN HIGH WATER - - - - - -
_/ ' ' `-IS PROPERTY LINE-
\- - - - - - - - - -
TOPOGRAPHY SHOWN HEREON PROVIDED BY NCDOT.
SOLID OR CROSS -HATCHING INDICATES CAMA LAND DISTURBANCE,
DISTURBED AREA IN WATER OAK DRIVE: 39,819 SF
DISTURBED AREA, IN OPEN SPACE: 2,863 SF
DISTURBED AREA PER LOT (DWELLING & SEPTIC): t8,500 SF
35'
TYPICAL CUL-DE-SAC
NOT TO SCALE
50' R/W
5
ZULDE 2" SURFACE
COURSE
1" FT. 1 4" FT. __
20'
1 4" FT.
m
6' 5' 5'
6'
DITCH
7
/-COMPACTED \-8" AGGREGATE
SUBGRADE7 BASE COURSE
2" SURFACE COURSE:
SF 9.5A OR S9.56
TYPICAL STREET CROSS-SECTION
1O'x7O' SIGHT
TRIANGLE n
NOT TO SCALE
STOP
50'
-� 20'
.� w
11kk l�
t
EX. EDGE OF PAVEMENT
EX. R
ROAD CONNECTION (STOP CONDITION)
NOT TO SCALE
VARIABLE 6'-0" SHOULDER
mtr lulnru 1 ftl
+2" �.
1 4"/FT.
-11 IA" /PT
+1" FT.
-1 "/FT.-2114 b
5'-0"
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
NOT TO SCALE
M_ BUILDING SETBACK
FRONT 30'
SIDE 10'
REAR 15'
MINIMUM FRONT SETBACK FOR LOTS LOCATED
IN A CUL-DE-SAC SHALL BE WHERE THE LOT
WIDTH IS EITHER 30' OR 60' FROM THE
RIGHT-OF-WAY, WHICHEVER IS GREATER.
LINE DATA TABLE
LINE No.
I DIRECTION (
DISTANCE
1
N86'08'40"W
32.77
2
N73'41'19"W
107.61
3
N44'58'49"W
70.95
4
N57'2325"W
136.89
5
N60'25'05"W
135.00
6
N87'58'25"W
120.40
7
S73'07'50"W
39.68
LEGEND
t EPK EXISTING PK NAIL
o EIP EXISTING IRON PIPE
® SIP SET IRON PIPE
• NPS NO POINT SET
R/W RIGHT OF WAY
EDP EDGE OF PAVEMENT
MBL MINIMUM BUILDING LINE
DUE DRAINAGE/UTILITY EASEMENT
1' MARSH
ZONE 1 30' RIPARIAN BUFFER
ZONE 2 20' RIPARIAN BUFFER
AEC AREA OF ENVIRONMENTAL CONCERN
DRAINAGE AREA #1
17,372.39 SQ. FT.
0.399 ACRES
® DRAINAGE AREA #2
126,639.89 SQ. FT.
2.907 ACRES
® DRAINAGE AREA #3
3,127.29 SQ. FT.
0.072 ACRES
® DRAINAGE AREA
33,260.90 SQ. FT.
0.764 ACRES
z LOT No. AND APPROXIMATE SIZE
AND LOCATION OF PROPOSED DWELLING
SEPTIC SYSTEM AREA
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE
AE, BFE=7.0') PER FIRM MAPS
3720648800J AND 3720740800J,
EFFECTIVE JULY 2ND, 2004.
GRAPHIC SCALE: 1" = 100'
0 50 100 200 300
COPYRIGHT 0 2007
NOTES:
1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
KENDALL E. GASKINS, PLS L-3824
8162 MAIN STREET
VANCEBORO, NC 28586
3. DATE OF SURVEY. AUGUST 10, 2004
4. PRELIMINARY LOT DESIGN PROVIDED BY:
ARNOLD E. BERRIER, SR., PLS L-3310
781 WOODS CROSSROADS ROAD
BENSON, NC 27504
5. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
SURVEYED AT THIS TIME. UPON PRELIMINARY
APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
CORNERS.
6. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
BE REQUESTED UPON iPRELIMINARY PLAT APPROVAL.
7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
NCDOT UPON PRELIMINARY PLAT APPROVAL.
8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
WILL BE SUBMITTED UPON PRELIMINARY PLAT
APPROVAL.
9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
BE SUBMITTED TO PAMLICO COUNTY HEALTH
DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
10. SOILS INFORMATION PROVIDED BY:
GENE ASTON, LICENSED SOILS CONSULTANT
ASTON SOILS WORKS
PO BOX 86
SIMPSON, NC 27879
11. OWNER:
OLEXA VENTURES, LLC
MICHAEL J. OLEXA
2925 SUMMER HILL ROAD
WEST FRIENDSHIP, MD 21794
410-489-0667 BUSINESS
410-489-0668 FAX
443-416-4209 CELL
12. PROPERTY DESCRIPTION:
GANS - 16.10 ACRES
SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
MAP BOOK 7, PAGE 103
DEED BOOK 444, PAGE 798
13. PROPOSED WATER SHALL BE SUPPLIED BY THE
COUNTY OF PAMLICO. PROPOSED FIRE HYDRANT
ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
OF 500' FROM THE EXISTING WATER LINE AT
STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
OF PROPOSED WATER LINE AND HYDRANT.
14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
AND APPROVED ON INDIVIDUAL LOT BASIS.
15. LINEAR FOOTAGE OF PROPOSED ROAD FROM
CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
CUL-DE-SAC: 784.91 LINEAR FEET.
16. ALL INTERIOR LOT LINES SHALL HAVE A 10'
DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
ALL LINES.
17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE,
18, A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
INSIDE OF ALL EXTERIOR BOUNDARY LINES.
19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000
FEET OF THIS PROPERTY.
REVISIONS
NO. DATE DESCRIPTION
1 03-26-2007 PER PL. BD. COMMENTS
2 07-25-2007 PER LAND QUALITY COMMENTS
PROJECT MANAGER: PROJECT ENGINEER:
GSM ZLF
DRAWN BY: CHECKED BY:
AEB GSM
DATE:
FEBRUARY 1, 2007
►0{{{{1111H
17069 =
INE
������•
S MaCG�/;y..�`
7
MaCCONNEL,L.
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. 0. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
OLEXA VENTURES, LLC
U
z
0
U
a
THE PRESERVE
I
I
SUBDIVISION
z
o
5
m
No. 2 TOWNSHIP
W
PAMLICO COUNTY, NC
a
w
I
PROPOSED
W
CAMA APPLICATION
J
O
PROJECT NUMBER
DRAWING NUMBERCq
a
A33502.00
C-104
M
Q

\48 LF
RROPOSED
- -- 18� RCP-
(
CONSTRUCTIONI _
ENTRANCE -.- L -
VICINITY MAP - NOT TO SCALE
i EPK-'
1 '
I DRAINAGE
AREA #3
r _
EIP \\N6g��
CONTROL 5'
CORNER , t
PROPERTY OF
SHIRLEY LEE TINGLE
D.B. 235, PG. 235
TAX ID: K07-2
A33502.00 - OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
S:\Ltbrary\2006\A33502 - Olen Ventures, LLC - Straight Road 15 acNDrawings\A33502 - Base Finai.dwg, C-105,
8/2412007 9:59;36 AM
(
�' S\ EIP `
EIP
y
F
� cor e
UP THE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
PROPERTY OF
ORIENTAL BOULDER, LLC
D.B. 421, PG. 904
TAX ID: K07-5-8
I `
w w
NIPS NPS 1 L6 — w _ _ w w w w W
N:� w w N
P%OPOTS EDT- NPV
�_ -- - - - - - BOAS - Eq OiV w w
SLIP �'�.b
CENTER LINE- - - - - t
-OF-CHANNEL= _- T---¢���`
-NPS w
Bp
— Nn w W
NIPS NPS
_
�_-_-_- - -- WATER LTNE - - _ -
HIG11
G _ _ . • % " �� - MEAN H WATER - - - _ -
�_/ _ IS PROPERTY LINE-
- - - - - - - - - - -
TOPOGRAPHY SHOWN HEREON PROVIDED BY NCDOT.
SOLID OR CROSS -HATCHING INDICATES CAMA LAND DISTURBANCE.
DISTURBED AREA IN WATER OAK DRIVE: 39,819 SF
DISTURBED AREA IN OPEN SPACE: 2,863 SF
DISTURBED AREA PER LOT (DWELLING & SEPTIC): t8,500 SF
LINE DATA TABLE
LINE No.
I DIRECTION
DISTANCE
1
N86'08'40"W
32.77
2
N73'41'19"W
107.61
3
N44'58'49"W
70.95
4
N57'2325"W
136.89
5
N60'25'05"W
135.00
6
N87'58'25"W
120.40
7
S73'07'50"W
39.68
SEDIMENT & EROSION
CONTROL SITE LEGEND
------------- NATURAL CONTOUR
FINISHED GRADE
-- PROPERTY BOUNDARY
PROJECT DEVELOPMENT
-- - -- LIMITS OF GRADING/
DISTURBANCE
O VEGETATION SPECIFICATION
AREA
-+-- TD TEMPORARY DIVERSION
o o SEDIMENT FENCE
LEVEL SPREADER
i I I I TEMPORARY FABRIC INLET
PROTECTION
IIII: TEMPORARY BLOCK &
GRAVEL INLET PROTECTION
SEDIMENT BASIN
"``` TEMPORARY SEDIMENT
�•�_,: TRAP
CHECK DAM
RR
RIPRAP CHANNEL
107
TREE PRESERVATION
GRASS CHANNEL WITH
GL�
TEMPORARY LINER
10
CONSTRUCTION
ENTRANCE/EXIT
No
OUTLET STABILIZATION
STRUCTURE
:�TSD:� TEMPORARY SLOPE DRAIN
LEGEND
EPK EXISTING PK NAIL
o EIP EXISTING IRON PIPE
® SIP SET IRON PIPE
• NPS NO POINT SET
R/W RIGHT OF WAY
EOP EDGE OF PAVEMENT
MBL MINIMUM BUILDING LINE
DUE DRAINAGE/UTILITY EASEMENT
41 MARSH
ZONE 1 30' RIPARIAN BUFFER
ZONE 2 20' RIPARIAN BUFFER
AEC
AREA OF ENVIRONMENTAL CONCERN
®
DRAINAGE AREA
17,372.39 SQ. FT.
0.399 ACRES
/ ®
DRAINAGE AREA #2
126,639.89 SQ. F'f.
2.907 ACRES
l ®
DRAINAGE AREA #3
3,127.29 SQ, FT.
0.072 ACRES
®
DRAINAGE AREA #4
33,260.90 SQ. FT.
0.764 ACRES
FRONT 30'
SIDE 10'
REAR 15'
MINIMUM FRONT SETBACK FOR LOTS LOCATED
IN A CUL-DE-SAC SHALL BE WHERE THE LOT
WIDTH IS EITHER 30' OR 60' FROM THE
RIGHT-OF-WAY, WHICHEVER IS GREATER.
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE
AE, BFE=7.0') PER FIRM MAPS
3720648800J AND 3720740800J,
EFFECTIVE JULY 2ND, 2004.
GRAPHIC SCALE: 1 " = 100'
C 50 100 200 300
COPYRIGHT © 2007
NOTES:
1. TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
KENDALL E. GASKINS, PLS L-3824
8162 MAIN STREET
VANCEBORO, NC 28586
3. DATE OF SURVEY: AUGUST 10, 2004
4. PRELIMINARY LOT DESIGN PROVIDED BY-
ARNOLD E. BERRIER, SR., PLS L-3310
781 WOODS CROSSROADS ROAD
BENSON, NC 27504
5. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
SURVEYED AT THIS TIME. UPON PRELIMINARY
APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
CORNERS.
6. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
7. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
NCDOT UPON PRELIMINARY PLAT APPROVAL.
8. SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
WILL BE SUBMITTED UPON PRELIMINARY PLAT
APPROVAL.
9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
BE SUBMITTED TO PAMLICO COUNTY HEALTH
DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
10. SOILS INFORMATION PROVIDED BY:
GENE ASTON, LICENSED SOILS CONSULTANT
ASTON SOILS WORKS
PO BOX 86
SIMPSON, NC 27879
11. OWNER:
OLEXA VENTURES, LLC
MICHAEL J. OLEXA
2925 SUMMER HILL ROAD
WEST FRIENDSHIP, MD 21794
410-489-0667 BUSINESS
410-489-0668 FAX
443-416-4209 CELL
12. PROPERTY DESCRIPTION:
GANS - 16.10 ACRES
SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
MAP BOOK 7, PAGE 103
DEED BOOK 444, PAGE 798
13. PROPOSED WATER SHALL BE SUPPLIED BY THE
COUNTY OF PAMLICO. PROPOSED FIRE HYDRANT
ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
OF 500' FROM THE EXISTING WATER LINE AT
STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
OF PROPOSED WATER LINE AND HYDRANT.
14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
AND APPROVED ON INDIVIDUAL LOT BASIS.
15. LINEAR FOOTAGE OF PROPOSED ROAD FROM
CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
CUL-DE-SAC: 784.91 LINEAR FEET,
16. ALL INTERIOR LOT LINES SHALL HAVE A 10'
DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
ALL LINES.
17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
INSIDE OF ALL EXTERIOR BOUNDARY LINES.
19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000
FEET OF THIS PROPERTY.
REVISIONS
NO. DATE DESCRIPTION
1 03-26-2007 PER PL. BD. COMMENTS
2 07-25-2007 PER LAND QUALITY COMMENTS
PROJECT MANAGER: PROJECT ENGINEER:
GSM PAH
DRAWN BY: CHECKED BY:
NTL GSM
DATE:
FEBRUARY 1, 2007
u
YA
17069 c
V ..
OINE�� •`
macc
I �_slb
MacC®NNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P.O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
U
OLEXA VENTURES, LLC
z
v
0
a
THE PRESERVE
i
I
SUBDIVISION
0
S
0
m
D
0
No. 2 TOWNSHIP
I"R
PAMLICO COUNTY, NC
a.
a.
W
w
I
PROPOSED
W
SEDIMENT AND
i
EROSION CONTROL PLAN
z
0
PROJECT NUMBER
DRAWING NUMBER
o
A3350200
C-105
lV
n

VICINITY MAP - NOT TO SCALE
\48 LF
RROPOSED
- - IRCP-n
J ,.NPS
it/`N
EPK
DRAINAGE
/ AREA #3
\ EIP
CONTROL 5'
CORNER
PROPERTY OF
SHIRLEY LEE TINGLE
D.B. 235, PG. 235
TAX ID: K07-2
A33502.00 - OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
S:\Library\2006\A33502 - Olexa Ventures, LLC - Straight Road 15 ac\DrawfngSW3502 - Base Final.dwg, C-106,
8/24/2007 9:59:44 AM
\ / / P-K NAIL AT INTERSECTION
OF STRAIGHT ROAD AND
MURRAY LANE.
N244.145E p
EIPG
EIP
/ DRAINAGE
AREA #4 '
N �
i
I
�s
�^ 1
' LOT 9
UP 1 E CREEK SUBDIVISION
\ PCA 138-11
NOW OR FORMERLY
PROPERTY OF
EiPI
ORIEJTAL BOULDER, LLC
1 , D. . 421, PG. 904
TA7 ID: K07-5-9
EIP ` DRAINAGE
\ AREA #2
s� EIP
LOT 8
UP THE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
PROPERTY OF
ORIENTAL BOULDER, LLC
D.B. 421, PG. 904
TAX ID: K07-5-8
IV IV V-12
w w w w w s w .vSH��i 'S'2
w �, ' '+� EIP �.
" :l. v, w ..., „mow � w w w w w w f� �;,,� . -v • 'r �-
NPS
'
NPS
CO
- =- - ,....e`OSENPSf' 'I'RLgJ� �`w w
-BOAT
- v. .v w w w W
CENTER UNE- -_-_ < _ _ � V�4v-�p� < _ w w ��� w w p'
OF CHAFWEC - --- - --- --- 41
_ - -,- -r =F /Q - - - - - -NPS w
vv� ESP
/- C`APPRORIM�CTE - - - %2 NPS NPS
- - - - _ - WATER LINE -
-
_/ _ IS PROPERTY LINE- - _ - _ _ _ _
�- - - - - - - - - - -
�7-- -- -
TOPOGRAPHY SHOWN HEREON PROVIDED BY NCDOT.
SOLID OR CROSS -HATCHING INDICATES CAMA LAND DISTURBANCE.
DISTURBED AREA IN WATER OAK DRIVE: 39,819 SF
DISTURBED AREA IN OPEN SPACE: 2,863 SF
DISTURBED AREA PER LOT (DWELLING & SEPTIC): t8,500 SF
INIMUM BUILDING SETBA
FRONT 30,
SIDE 10'
REAR 15'
MINIMUM FRONT SETBACK FOR LOTS LOCATED
IN A CUL-DE-SAC SHALL BE WHERE THE LOT
WIDTH IS EITHER 30' OR 60' FROM THE
RIGHT-OF-WAY, WHICHEVER IS GREATER.
COPYRIGHT © 2007
LINE DATA TABLE
NOTES:
LINE No. DIRECTION DISTANCE
1.
TOTAL AREA OF TRACT: 15.976 AC. (695,913 SF)
1 N86'08'40"W 32.77
N73'41'19"W 107.61
2.
ALL BOUNDARY SURVEY INFORMATION PROVIDED BY-2
3 N44'58'49"W 70.95
KENDALL E. GASKINS, PLS L-3824
8162 MAIN STREET
4 N57'23'25"W 136.89
VANCEBORO, NC 28586
5 N60'25'05"W 135.00
6 N8758'25"W 120.40
3.
DATE OF SURVEY: AUGUST 10, 2004
7 S73'07'50"W 39.68
4.
PRELIMINARY LOT DESIGN PROVIDED BY:
ARNOLD E. BERRIER, SR., PLS L-3310
781 WOODS CROSSROADS ROAD
BENSON, NC 27504
5.
NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY
SURVEYED AT THIS TIME. UPON PRELIMINARY
APPROVAL, IRON PIPES WILL BE SET AT ALL LOT
CORNERS.
6.
NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL
BE REQUESTED UPON PRELIMINARY PLAT APPROVAL.
7.
PROPOSED ROAD DESIGN WILL BE SUBMITTED TO
NCDOT UPON PRELIMINARY PLAT APPROVAL.
8.
SEDIMENT AND EROSION CONTROL PLAN IF REQUIRED
WILL BE SUBMITTED UPON PRELIMINARY PLAT
APPROVAL.
9.
APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL
BE SUBMITTED TO PAMLICO COUNTY HEALTH
DEPARTMENT UPON PRELIMINARY PLAT APPROVAL.
10.
SOILS INFORMATION PROVIDED BY:
GENE ASTON, LICENSED SOILS CONSULTANT
ASTON SOILS WORKS
PO BOX 86
SIMPSON, NC 27879
11.
OWNER:
OLEXA VENTURES, LLC
MICHAEL J. OLEXA
2925 SUMMER HILL ROAD
WEST FRIENDSHIP, MD 21794
410-489-0667 BUSINESS
410-489-0668 FAX
443-416-4209 CELL
12.
PROPERTY DESCRIPTION:
GANS - 16.10 ACRES
SURVEY AND DIVISION OF SINCLAIR MATTHEWS LAND
MAP BOOK 7, PAGE 103
DEED BOOK 444, PAGE 798
13.
PROPOSED WATER SHALL BE SUPPLIED BY THE
COUNTY OF PAMLICO. PROPOSED FIRE HYDRANT
ASSEMBLY SHALL BE LOCATED A MAXIMUM DISTANCE
OF 500' FROM THE EXISTING WATER LINE AT
STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION
OF PROPOSED WATER LINE AND HYDRANT.
14.
PROPOSED SEWER SYSTEMS SHALL BE DESIGNED
AND APPROVED ON INDIVIDUAL LOT BASIS.
15.
LINEAR FOOTAGE OF PROPOSED ROAD FROM
CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF
CUL-DE-SAC: 784.91 LINEAR FEET,
16.
ALL INTERIOR LOT LINES SHALL HAVE A 10'
DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF
ALL LINES.
17.
PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
18.
A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
INSIDE OF ALL EXTERIOR BOUNDARY LINES.
19.
NO KNOWN NCGS MONUMENT FOUND WITHIN 2000
FEET OF THIS PROPERTY.
REVISIONS
NO,
DATE
DESCRIPTION
1
03-26-2007
PER PL. BD. COMMENTS
2
07-25-2007
PER LAND QUALITY COMMENTS
LEGEND
EPK EXISTING PK NAIL
PROJECT MANAGER:
PROJECT ENGINEER:
o EIP EXISTING IRON PIPE
GSM
PAH
SIP SET IRON PIPE
DRAWN BY:
CHECKED BY:
NTL
GSM
• NPS NO POINT SET
DATE:
R/W RIGHT OF WAY
FEBRUARY ' 1, 2007
`,,�`�e•'C
EOP EDGE OF PAVEMENT
MBL MINIMUM BUILDING LINE
\A
Of
4,•'�
s
EAL
DUE DRAINAGE/UTILITY EASEMENT
17069
MARSH
�/� �� �~ •�
.os� GIN�..��
'' YS m CG�.o`�� 9
ZONE 1 30' RIPARIAN BUFFER
',.,,1811�„�,r� t� V
ZONE 2 20' RIPARIAN BUFFER
AEC AREA OF ENVIRONMENTAL CONCERN
DRAINAGE AREA
®
17,372.39 SQ. FT..
T
0.399 ACRES
DRAINAGE AREA #2
126,639.89 SQ. FT.
2.907 ACRES
DRAINAGE AREA #3
3,127.29 SQ. FT.
0.072 ACRES
DRAINAGE AREA
®
33,260.90 SQ. FT.
r.
0.764 ACRES
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE
AE, BFE=7.0') PER FIRM MAPS
3720648800J AND 3720740800J,
EFFECTIVE JULY 2ND, 2004.
GRAPHIC SCALE: 1" = 100'
0 50 100 200 300
MaCCONNELL
W Associates, 1 o V s
909 AVIATION PARKWAY, SUITE 1400
P. 0. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
OLEXA VENTURES, LLC
THE PRESERVE
SUBDIVISION
No. 2 TOWNSHIP
PAMLICO COUNTY, NC
PROJECT NUMBER I DRAWING NUMBER
A33502.00 C-106
U
z
U
0
U
l
z
0
z
Ld
m
W
W
W
LU
W
4'
Ld
J
0
1
0
0
en
`
M
8

5 /
UP THE CREEK SUBDIVISION
PCA 138-11 / 5
NOW OR FORMERLY � LOT 8 T
PROPERTY OF LOT 6
ORIENTAL BOULDER, LLC
D.B. 421, PG. 904
TAX ID: K07-5-8
/ `50' WETLANDS / y
BUFFER
1 / PROPOSED DWELLING , / `L \ \\ \ 50' NUESE RIVER
f
PROPOSED DRIVE ° ' \ = , WETLANDS LINE j to
TEMPORARY If
/ SEDIMENT TRAP 2 / - ; \ CHANNEL . N
/ ° TRAPEZOIDAL �j \ \ 15' DRAINAGE �.
CHANNEL 2 \ \ c -EASEMENT \ I \
\ M / V r
/ 5' WIDE ELEVATED
BOARDWALKy
50' PRIVATE ACCESS AND
ey \ \ _ OPEN SPACE TO BE RETAINED /
CHANNEL 1 ' 1 BY HOMEOWNER'S ASSOC. /
iy/v
SEDIMENT TRAP 1 / \ TEMPORARY
/>x HANNEL
APPROXIMATE
LOT 8a ` `'� \ MARSH LINE
PREPOSED LOT
o LOT 41,
9
• `,OF jig SWERTICAL
�
<~'��•
LOT 3
\PROPERTY OF
SHIRLEY LEE TINGLE
D.B. 235, PG. 235
TAX ID: K07-2.
20.00
20.00
15.00
15.00
10.00
10.00
5.00
5.00
ENT
TRAP I
17
EDGE or
PAVEMENT
k GRADE
TRAPEZOIDAL
0.00
_
0.00
-5.00
-5.00
-10.00
-10.00
-15.00
-15.00
-20.00
-20.00
-25.00
-25.00
- r TVV u-ruu 1 +00 2+00
OUTFALL 1 PLAN AND PROFILE
A33502.00 - OLEXA VENTURES, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
UP THE CREEK SUBDIVISION
PCA 138-11
NOW OR FORMERLY
PROPERTY OF
ORIENTAL BOULDER, LLC
D.B. 421, PG. 9()4 /
TAX ID: K07-5--8 1
1 /
\\�ell
L � �
LOT 8
PROPOSED DWELLING
PROPOSED DRIVE--,,
SEDIMENT TRAP 2
s i
TRAPEZOIDAL/
CHANNEL 2
<v1_4�
/
5
5
LOT 6 � � r/\�
tk vy I
50' WETLANDS
BUFFER
Z\ V\ 50' NUESE RIVER
BUFFER
Dal`
\ = ` WETLANDS LINE
TEMPORARY - N �\ j
'\ _ _CHANNEL _
15' DRAINAGE i \
\ \ c -EASEMENT
00000l
0 5' WIDE ELEVATED
,BOARDWALK
TRAPEZOIDAL 50 PRIVATE ACCESS AND
CHANNEL 1
�, -OPEN SPACE TO BE RETAINED /
/- _, \ \ BY HOMEOWNER'S ASSOC. �//
SEDIMENT TRAP 1 t �� ` �t / \ TEMPORARY
CHANNEL
7�\
- / APPROXIMATE A
/ h MARSH LINE, LOT 8a
/ PROPOSED LOTLINE
2 \\
LOT 4 \
I ///
SCALES:
1" = 50' HORIZONTAL
1" = S' VERTICAL
LOT 2 LOT I
r
LOT 3
\PROPERTY OF
SHIRLEY LEE TINGLE
D.B. 235, PG. 235
20.00
inn
u. rwi-G
20.00
15.00
15.00
10.00
10.00
SEDIMENT
5.00
SRI
5.00
EDGE OF
LG
TRAPEZOIDAL
"
- __----
0.00
Co
TEMORARY
_
0.00
-5.00
MIN 3X SLOPE
-5.00
-10.00
-10.00
_
-15.00
.
-15.00
-20.00
-20.00
_
tC
_
-25.00
-1 1
nn
�
, ,,,,
-
-
-25.00
-- vTVV I tuu 2+00 --
OUTFALL 2 PLAN AND PROFILE
COPYRIGHT C 2007
NOTES:
REVISIONS
NO. DATE DESCRIPTION
1 03-26-2007 PER PL. BD. COMMENTS
2 07-25-2007 PER LAND QUALITY COMMENTS
PROJECT MANAGER: PROJECT ENGINEER:
GSM PAH
DRAWN BY: CHECKED BY:
NTL GSM
DATE:
FEBRUARY 1, 2007
,�sew�eMs
17069
GIN
Mae
MacCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27660
TEL: [phone] FAX: [phone]
U
OLEXA VENTURES, LLC
Z
0
J
THE PRESERVE
SUBDIVISION
Z
0
0
m
No. 2 TOWNSHIP
w
PAMLICO COUNTY, NC
w
a
PLAN AND PROFILE
W
OUTFALLS
8
J
0
PROJECT NUMBER
DRAWING NUMBER
o
0
A33502.00
C-109
o
to
M
t�� t
Q

CURB AND
GUTTER -�
a: <
a 4' ,.
� W
X. � M 3/4" OR 1" TYPE K
COPPER CIS, OR PEX
yc MIN. 200 PSI RATING
V
8"
SENSUS TOUCHREAD WATER
METER. TR/PL 1,080 GAL
MODEL SR 11 G, 5/8"X3/4"
DN 2Xl
5) METER. ALL 5X20) OR1BRONZENTYP.
Lid
z
w�
zf
3 p
a
w CL
CONNECTION FROM STUB -OUT
TO HOUSE BY CERTIFIED PLUMBING
CONTRACTOR OR PROPERTY OWNER
BRASS BALL VALVE W/
6" ROUND VALVE BOX
SENSUS WATER METER W/ CONCRETE BLOCK
FORD DUAL CHECK YOKE IN BASE (TYP.)
FORD METER OR YOKE BOX
WATER SESVICE
5/8" METER APPLICATION
I1 3/4"X3e4 FORD METER YOKE BOX- LYLVP111-233-TP
1 3/4"X4 BRASS NIPPLE
1 3e4" BRASS BALL VALVE
ll 6 ROUND VALVE BOX
ETER APPLICATION
1. ALL MATERIALS TO BE APPROVED BY LOCAL AND STATE AUTHORITY. 1 1�` FORD DUAL CHECK YOKE- HHC81-444
1 1 "X1" FORD METER BOX- LYL111-444-TP
2. SERVICE LATERAL SHALL BE TYPE K COPPER CTS,OR PEX, MIN. 20OPS1 RATING PIPE. 1 1"X4" BRASS NIPPLE
1 1" BRASS BALL VALVE
3. SERVICE LATERAL INSTALLATION SHALL BE APPROVED BY LOCAL AND STATE AUTHORITY. 1 6" ROUND VALVE BOX
4. PLUMBER TO FURNISH FITTINGS AND CONNECT TO LATERAL STUB -OUT AT PROPERTY LINE AS DESIGNED.
5. WATER SERVICE LATERAL TO BE CENTERED ON LOT UNLESS OTHERWISE NOTED.
CONCRETE BLOCKING
TAPPING VALVE
WITH VALVE BOX
SMITH-BLAIR TAPPING SADDLE,
O/E FORD CORPORATION STOP,
TO MATCH PIPE MATERIAL FEMALE
ADAPTER THREADED & SCH 40
PVC 45' BEND. AS PER MFGR,
RECOMMENDATIONS
WATER SERVICE LATERAL ASSEMBLY
EXIST. WATER MAIN
TAPPING SLEEVE
NEW WATER MAIN
NOTE:
1. TAPPING SLEEVE SHALL BE FABRICATED
OF TYPE 304 S.S. AND PROVIDE A 360'
SEAL AROUND EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET.
TAPPING SLEEVE AND VALVE ASSEMBLY
NOTES:
1, CONCRETE SHALL BE 3,000 PSI MINIMUM.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED
SOIL.
3. NO CONCRETE SHALL COVER ANY BOLTS OR
GLANDS.
4. ALL FITTING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL POLYETHYLENE PRIOR TO POURING
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS
SHOWN ON THE THRUST BLOCKING SCHEDULE.
pipe
W BEND
45' BEND
221 BEND
11 1/4 WMI
SEE
PLUG
SZE
A-T
9
A
a
A
a
A
B
A
B
C
D
4'
8'
12-
8"
6'
e"
a'
a'
a'
8"
9"
to'
ta-
eM
10"
1r
a-
lop
r
e"
r
r
10"
1o'
1r
1a-
e"
ta"
13"
10"
10-
e'
a"
a"
e-
10'
12"
1r
24-
10'
le
14-
10"
12"
r
10"
r
10"
11'
14"
14r
2a-
12"
20"
1r
it
le
r
it
r
tr
14"
Is.
Ir
30"
14"
2r
19"
14'
Ir
10'
14-
10"
14"
it
19-
it
34-
10-
2e"
20•
Ir
le
tr
is,
tr
16"
lr
2V
20'
3r
20"
30"
w
24'
le
1,
13-
it
r
IV
le
2e
4r
24"
4W
3r
30"
21"
I"
Ir
1a'
it-
21"
21-
2r
Da"
D-101
SOIL (TYP.) - J
PLAN BENDS
18" MIN. - 10" 0 & LESS
24" M!N. - 12" 0 & GREATER
7 "
SECTION X-X
BENDS do TEES
THRUST BLOCK DETAILS
PLAN & ELEV.
PLUGS
SLOPE AWAY
UNDISTURBED
EARTH
FLAT ROCKS OR
BRICKS
D-1
ECLIPSE 85
BLOW -OFF HYDRANT
--- - 2"0 NPT OUTLET
-- 2"0 PVC RISER PIPE
-,- 2"0 PVC INLET
4" F'.'C
4" x 2" PVC REDUCER
PROVIDE (MIN.) 1.0 CUBIC YARD
OF NO.57 CRUSHED STONE FOR
DRAINAGE
BLOW -OFF HYDRANT DETAIL
COAT HYDRANT BONNET AND NOZZLE CAPS
W/ "ALERT" REFLECTIVE FIRE HYDRANT PAINT
SILVER MODEL #1440
FINISHED GRADE
:111_lII
BURY AS
SPECIFIED
CONCRETE THRUST BLOCK
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
FINISHED GRADE
IN UNPAVED AREA
VALVE BOX COVER
z
FINISHED GRADE
IN PAVED AREA a a
� r
BASE COURSE - -
t
6 CONCRETE
-�-_ ENCASEMENT
TAMPED BACKFILL U -^ _- AT 3,000 P.S.I.
-_ -- VALVE BOX o
=�--- TAMPED N
-- � _ - BACKFILL
`- - VALVE
WATER MAIN -----■-
TAMPED BACKFILL - BLOCKING
-SECTION
2e-0"
VALVE BOX
COVER
�- CONCRETE ENCASEMENT
PLAN AT 3,000 P.S.I.
1. D.I.P. MAY RE USED FOR VALVE BOX EXTENSIONS
2. VALVE BOX SHOULD NOT CONTACT WATER MAIN OR
VALVE.
3. CONCRETE PROTECTOR RING MAY BE USED IN LIEU
OF ENCASEMENT IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
KITC
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE
SHAPED SUBGRADE
SHALL PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS
ARE ENCOUNTERED.
p ri
\�
1 /2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE
WATER MAINS 8"0 AND SMALLER
SHALL HAVE MINIMUM OF 3' COVER.
WATER MAINS LARGER THAN 8"0
SHALL HAVE A MINIMUM OF 3'-6"
COVER.
UNDISTURBED EARTH
METALLIC LOCATOR TAPE
SHALL BE INSTALLED FOR
ALL PVC WATER MAINS 18"
BELOW FINISHED GRADE
PIPE LAYING CONDITION FOR WATER LINES
PUMPING & HOSE CONNECTIONS
EQUAL TO COUNTY STANDARD
BREAK RING TO BE SET WITHIN 2"-4"
OF FINISHED GRADE
VALVE BOX
_ I i HYDRANT TEE
��IIIII�I ICI"'I�� SWATERLINE
EE PLANS
�- CONCRETE THRUST BLOCK
GATE VALVE
VALVE SHALL BE PLACED ON THE
#67 STONE FILL WATER MAIN SIDE OF ROAD DITCH
(4 C.F. MIN.)
HYDRANT LEG TO DIP4 TYPE 304 S.S. THREADED RODS
MIN, 2 EA. PER SEGMENT
OR
PAY ITEM "Aqua -Grip" RINGS OR ROMAC
FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
STANDARD FIRE HYDRANT ASSEMBLY
NTS
NOTES:
1. MINIMUM OF 4 CU. FT. OF STONE (MORE IF REQUIRED).
2. FIRE HYDRANT SHALL BE MUELLER SUPER CENTURIAN
200, AMERICAN DARLING MARK 73, THE KENNEDY
GUARDIAN OR WATEROUSTREND 100.
3. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-76
OR CLASS 200 PVC AWWA C900-89.
4. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT.
5. CONCRETE THRUST BLOCK SHALL HAVE MINIMUM OF 6
SQ. FT. BEARING ON SOLID BANK (MORE IF REQUIRED).
6. DRAIN HOLES SHALL BE CLEAR OF CONCRETE OR OTHER
DEBRIS,
7. STEEL RODS AND BOLTS- SHALL BE COATED WITH TWO
COATS OF BITUMINOUS BASE PAINT ONCE INSTALLED AND
TIGHT.
8. FIRE HYDRANT BARREL SHALL BE PLUMB.
COPYRIGHT C 2007
NOTES:
REVISIONS
NO. DATE DESCRIPTION
1 03-26-2007 PER PL. BD. COMMENTS
2 07-25-2007 PER LAND QUALITY COMMENTS
PROJECT MANAGER: PROJECT ENGINEER:
GSM ZLF
DRAWN BY. CHECKED BY:
AEB GSM
DATE:
FEBRUARY 1, 2007
,,ea�peuar,t ,11
17069
.;y� •aNGlNE� �� .`
MacCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. O. BOX 129'
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
OLEXA VENTURES, LLC
U
z
0
0
U
a
THE PRESERVE
°
t
SUBDIVISION
in
15:
0
m
V)
No, 2 TOWNSHIP
W
W
PA'MLICO COUNTY, NC
W
w
WATER DETAILS z
z
10¢
x
A33502.00 - OLEXA
LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
PROJECT NUMBER DRAWING NUMBER 0
04
A33502.00 D-101
Ln
rMi

SEEDING SPECIFICATIONS
1. PERMANENT SEEDING: PERMANENT SEEDING IS REQUIRED FOR ALL AREAS DISTURBED BY CONSTRUCTION
EXCEPT FOR AREAS COVERED BY STRUCTURES, PAVEMENTS, ETC.
2. TEMPORARY SEEDING: TEMPORARY SEEDING IS REQUIRED FOR THOSE AREAS DISTURBED BY CONSTRUCTION
AND LEFT EXPOSED FOR PERIODS OF 15 DAYS OR MORE BEFORE BEING BROUGHT TO FINAL GRADE AND
PERMANENTLY SEEDED. THE FORCE MAIN SHALL BE SEEDED AT THE END OF EACH WORKING DAY TO
MINIMIZE CONSTRUCTION DISTURBANCE ACTIVITIES.
*PRODUCTS:
MATERIALS:
1. FERTILIZER: PROVIDE 10-10-10 COMMERCIAL FERTILIZER CONFORMING TO STATUTORY REQUIREMENTS AND
ALL RULES AND REGULATIONS ADOPTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE.
2. LIMESTONE: PROVIDE LIMESTONE CONFORMING TO ALL STATUTORY REQUIREMENTS AND ALL RULES AND
REGULATIONS ADOPTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE.
3. SEEDING: PROVIDE SEED CONFORMING TO ALL STATUTORY REQUIREMENTS AND ALL RULES AND
REGULATIONS ADOPTED BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE. PROVIDE SEED MIXTURES
AS TABULATED BELOW. DELIVER SEED TO THE SITE IN ORIGINAL CONTAINERS BEARING THE APPROPRIATE
GUARANTEED MIXTURES. SEED SHALL SHOW A PURITY OF NOT LESS THAN 90 PERCENT AND GERMINATION
QUALITY OF NOT LESS THAN 85 PERCENT.
3A. TEMPORARY MIXTURE:
A. FOR DECEMBER 1st THROUGH APRIL 15th, THE MIXTURE SHALL CONSIST OF 120 lbs./ac. RYE (GRAIN)
AND 50 Ibs./ac. KOBE.
B. FOR APRIL 15th THROUGH AUGUST 15th, THE MIXTURE SHALL CONSIST OF 40 Ibs./ac. GERMAN MILLET.
C. FOR AUGUST 15th THROUGH DECEMBER 30th, THE MIXTURE SHALL CONSIST OF 120 Ibs./oc. RYE
(GRAIN).
3B. PERMANENT MIXTURE:
A. THE PERMANENT SEED MIXTURE FOR GENERAL AREAS SHALL CONSIST OF MINIMUM RATE OF 50 Ibs./ac.
PENSACOLA BAHIAGRASS, 50 Ibs./ac. SERICA LESPEDEZA, 10 Ibs./ac. COMMON BERMUDAGRASS, AND
10 Ibs./ac. GERMAN MILLET, THE BEST SEEDING DATES FOR THIS MIXTURE ARE FROM APRIL 1st TO
JULY 15th.
B. OTHER MIXTURES: OTHER MIXTURES, AS APPROVED OR RECOMMENDED BY THE SOIL CONSERVATION
SERVICE OR THE NORTH CAROLINA AGRICULTURAL EXTENSION OFFICE MAY BE USED.
4. MULCH: MULCH ALL SEEDED AREAS, EXCEPT WHERE JUTE MESH 1S REQUIRED AND DURING PERMANENT
SEEDING. USE UNDAMAGED, AIR-DRIED, THRESHED SMALL GRAIN STRAW FREE OF UNDESIRABLE WEED SEED.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, BY ROVING, OR THROUGH USE OF A MULCH
ANCHORING TOOL.
5. JUTE MESH: USE JUTE MESH, EXCELSIOR MATTING, OR OTHER EFFECTIVE LINING MATERIAL ON SEEDED
AREAS WHERE SLOPE IS STEEPER 2:1 (H/V), SUCH AS WITH GRASS -LINED CHANNELS. USE WOVEN JUTE
YARN WEIGHING APPROXIMATELY 90 lbs. PER 100 sq. yds. AND HAVING 0.75-INCH OPENINGS.
*EXECUTION
1. FOLLOW PROCEDURES SET FORTH IN THE PUBLICATION "GUIDE FOR SEDIMENT CONTROL ON CONSTRUCTION
SITES IN NORTH CAROLINA" BY THE SOIL CONSERVATION SERVICE OF THE UNITED STATES DEPARTMENT OF
AGRICULTURE, AND AS SPECIFIED HEREIN.
2. SPREAD A MINIMUM OF FOUR (4) INCHES OF TOP SOIL OVER ALL DISTURBED AREAS TO THE FINISHED
GRADE.
3. REMOVE ALL GRASS AND WEEDS AND SHAPE THE OVERALL AREA TO EVEN OUT HIGH AND LOW SPOTS.
4. SCARIFY SOIL TO A DEPTH OF THREE (3) INCHES AND WORK INTO A SATISFACTORY SEED BED BY DISKING
OR THROUGH THE USE OF CULTIPACKERS, HARROWS, DRAGS, OR OTHER APPROVED MEANS.
5. THE PREPARA11ON OUTLINED ABOVE SHALL NOT BE DONE WHEN THE SOIL IS FROZEN, WET, OR OTHERWISE
IN AN UNFAVORABLE CONDITION.
6. BEGIN AND COMPLETE SEEDING OPERATIONS, AS OUTLINED BELOW, AS SOON AS POSSIBLE AFTER FINAL OR
INTERMEDIATE GRADING IS COMPLETED.
7. DISTRIBUTE LIME AND FERTILIZER, AS REQUIRED, UNIFORMLY OVER THE SEED BED. HARROW RAKE OR
OTHERWISE WORK THESE ADDITIONS INTO THE SEED BED.
8. DISTRIBUTE SEED UNIFORMLY OVER THE ESTABLISHED SEED BED. LIGHTLY RAKE THE SURFACE OF THE SEED
BED IN ORDER TO COVER SEED TO A MAXIMUM DEPTH OF 0.25 INCH.
9. COMPACT THE SEED BED WITH AN APPROVED ROLL OR DRAG AFTER COVERING THE SEED.
10. NO LIME, FERTILIZER, OR SEED SHALL BE APPLIED DURING A STRONG WIND, WHEN THE SOIL IS WET, OF
WHEN THE SOIL IS OTHERWISE UNWORKABLE. SHOULD RAIN FOLLOW SEEDING BEFORE ROLLING IS INITIATED,
THE SEED BED SHALL NOT BE ROLLED.
11. NO RIP -RAP IS TO BE PLACED ALONG THE BANKS OF NEW FILL. MAINTAIN THE AREA AND REPAIR ANY
EROSION DAMAGE. UNTIL A PERMANENT GROUND COVER IS ESTABLISHED. USE MULCH OR MESH AS
REQUIRED.
*APPLICATION
TEMPORARY SEEDING: FOR DECEMBER 1st THROUGH AUGUST 15th:
1. APPLY LIME ACCORDING TO THE SOIL TESTS OR AT A RATE OF 2000 Ibs./ac. BEFORE SEEDING.
2. APPLY FERTILIZER ACCORDING TO THE SOIL TESTS OR AT A RATE OF 750 Ibis./cc.
3, SEED THE SEED BED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE FOR THE RECOMMENDED
PLANTING SEASON.
4, APPLY GRAIN STRAW AT A RATE OF 4000 Ibs./oc. OR PROVIDE EQUIVALENT COVER OF ANOTHER SUITABLE
COVER. MULCH SHALL BE ANCHORED IN A SUITABLE WAY. WHERE JUTE MESH IS REQUIRED, APPLY THE
PRODUCT ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ANCHOR WITH STEEL
HAIRPIN -SHAPED WIRE STAPLES.
5, REFERTILIZE SEED BED IF GROWTH IS NOT FULLY ADEQUATE, AS DETERMINED BY THE ENGINEER. RE -SEED,
FERTILIZE, AND MULCH ALL DAMAGED, BARE, AND ERODED AREAS IMMEDIATELY AND UNTIL A SUITABLE
COVER IS ESTABLISHED.
TEMPORARY SEEDING: FOR AUGUST 15th THROUGH DECEMBER 30th:
1. APPLY LIME ACCORDING TO THE SOIL TESTS OR AT A RATE OF 2000 Ibs./ac, BEFORE SEEDING.
2. APPLY FERTILIZER ACCORDING TO THE SOIL TESTS OR AT A RATE OF 1000 lbs./oc.
3. SEED THE SEED BED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE FOR THE RECOMMENDED
PLANTING SEASON.
4. APPLY GRAIN STRAW AT A RATE OF 4000 Ibs./ac. OR PROVIDE EQUIVALENT COVER OF ANOTHER SUITABLE
COVER. MULCH SHALL BE SUITABLY ANCHORED. WHERE JUTE MESH IS REQUIRED, APPLY THE PRODUCT
ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ANCHOR WITH STEEL HAIRPIN -SHAPED WIRE
STAPLES.
5. REFERTILIZE SEED BED IF GROWTH IS NOT FULLY ADEQUATE, AS DETERMINED BY THE ENGINEER. RE -SEED,
FERTILIZE, AND MULCH ALL DAMAGED, BARE, AND ERODED AREAS IMMEDIATELY AND UNTIL A SUITABLE
COVER IS ESTABLISHED.
PERMANENT SEEDING; APPLICATION OF LIME. FERTIU,7ER SEEQ, AND MULCH•
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST,
BERMUDAGRASS MAY BE REPLACED WITH 5 Ibs./ac. CENTTPEDEGRASS.
3. SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000 Ibs./ac.
GROUND AGRICULTURAL LIMESTONE AND 500 Ibis./cc. 10-10-10 FERTILIZER.
4. SEED THE SEED BED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE DURING RECOMMENDED
PLANTING SEASONS. IF GRADING IS COMPLETED AT TIMES OTHER THAN THE RECOMMENDED SEASON,
PROVIDE TEMPORARY SEEDING OR OTHER EROSION AND SEDIMENTATION PROTECTION APPROVED BY THE
ENGINEER UNTIL THE APPROPRIATE PLANTING SEASON BEGINS.
5. MULCH: APPLY 4000 Ibs./ac, GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR BY TACKING ASPHALT, ROVING, OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A
DISC WITH BLADES SET NEARLY STRAIGHT MAY BE USED AS A MULCH ANCHORING TOOL.
6. MAINTENANCE: REFERTILIZE THE FOLLOWING APRIL WITH 50 lbs./ac. NITROGEN. REPEAT AS GROWTH
REQUIRES. MOW ONLY ONCE PER YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW
AS OFTEN AS NEEDED.
A33502.00 - OLEXA VENTURE, LLC - THE PRESERVE SUBDIVISION - PAMLICO CO., NC
CONSTRUCTION SCHEDULE
1. CONTRACTOR MUST COMPLY WITH REQUIREMENTS HEREIN.
2. INSTALL SILT FENCES (IF APPLICABLE), AND CONSTRUCTION ENTRANCES THROUGHOUT THE PROJECT
SITE, AS SHOWN ON DRAWINGS AND AS DIRECTED BY THE CONSTRUCTION ENGINEER.
3. CLEAR, GRUB, AND STRIP TOPSOIL TO LIMITS REQUIRED FOR CONSTRUCTION. STOCKPILE TOPSOIL AND
SUITABLE FILL MATERIAL IN AREAS DESIGNATED FOR STOCKPILES AND DISPOSE OF WASTE MATERIALS.
4. BEGIN EXCAVATION AND GRADING ACTIVITIES AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE
BEEN INSTALLED AND CONSTRUCTED.
5. AREAS TO BE LEFT DORMANT FOR LONGER THAN 15 DAYS MUST BE TEMPORARILY STABILIZED WITHIN
7 DAYS.
6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
EACH HEAVY RUNOFF -PRODUCING RAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
7. AFTER GROUND COVER IS WELL ESTABLISHED AND THE SITE IS STABILIZED, RETURN TO THE SITE AND
REMOVE ALL TEMPORARY MEASURES INCLUDING SILT FENCES, DIVERSION DITCHES, ROCK CHECK DAMS,
AND OTHER APPLICABLE STRUCTURES. INSTALL PERMANENT VEGETATION TO ALL AREAS DISTURBED
BY THE TEMPORARY MEASURES.
8. FORCE MAIN: THE FORCE MAIN SHALL BE SEEDED AT THE END OF EACH WORKING DAY TO MINIMIZE
CONSTRUCTION DISTURBANCE ACTIVITIES.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
EACH HEAVY STORMWATER- PRODUCING RAINFALL. ALL NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
TO PREVENT FURTHER DAMAGE AND EROSION. STRUCTURES THAT WILL BE MAINTAINED WILL INCLUDE:
CONSTRUCTION ENTRANCE/EXIT: INSPECT CONSTRUCTION ROAD SURFACE REGULARLY, MAINTAIN IN A
CONDITION TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TOP -DRESS WHEN NEEDED. SEDIMENT
TRANSPORTED TO PUBLIC ROADS SHALL BE REMOVED DAILY.
SILT FENCE (IF APPLICABLE): ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES OR BECOMES
INEFFECTIVE WILL BE REPLACED IMMEDIATELY. REMOVE SEDIMENT DEPOSITS BEHIND FENCE WHEN
SEDIMENT ACCUMULATES TO 6 INCHES.
STOCKPILES: STOCKPILES SHALL BE CHECKED FOR SEDIMENTATION AND -STABILIZATION.
SEEDING, FERTILIZING, AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND
NECESSARY REPAIRS SHALL BE MADE WITHIN THE SAME SEASON, IF POSSIBLE.
2. 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 GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER SHALL BE PROVIDED
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS.
-TOTAL DISTURBED ARE A:�1.,13 AC.
1 FLAT TRAPEZOIDAL. DITCH 1 DETAIL
-102 J NOT TO SCALE
-H
1
1.5' '" 4.51.5'
' 1 FLAT TRAPEZOIDAL DITCH 2 DETAIL
D-102 J NOT TO SCALE
NOTES:
1. GRAVEL PAD TO BE 25'-0" x 50'-0" AND 6" THICK MINIMUM
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE SHALL BE
NECESSARY.
5. ANY MATERIAL DEPOSITED ONTO THE ROAD MUST RE CLEANED UP IMMEDIATELY.
6. APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS AND TIMELY MAINTENANCE OF THIS DEVICE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE
QnAo C. wre
CROSS SECTION FILTER FABRIC
NOTES:
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/ SEEDING ACCORDING TO TOWN
SPECIFICATIONS,
3° MIN.
STONE SECTION
MAINTENANCE:
OVERFILL 6" FOR
SETTLEMENT
MAX
EMERGENCY
BY-PASS
6" BELOW
SETTLED TOP
OF OAM
SEDIMENT TRAP
CRITERIA
TRAP
TST #1
TRAP
TST #2
DISTURBED AREA (ACRES)
0.51
0.51
DESIGN FLOW QP 10,24 (C.F,S.)
4.57
2.70
MINIMUM TRAP VOLUME (C.F.)
1,836
1,836
MINIMUM SURFACE AREA (S.F.)
2,805
1,176
MINIMUM WEIR LENGTH (FEET)
10.0
10.0
MINIMUM DEPTH (FEET)
0.67
0.67
MAXIMUM DEPTH (FEET)
2.0
4.0
MINIMUM LENGTH (FEET)
63
48
MINIMUM WIDTH (FEET)
32 124
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE TRAP
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL
FACING.
2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO
ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
3. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
D-102
SEDIMENT TRAP DETAIL
LIAT TA Aw u - -
COPYRIGHT ® 2007
NOTES:
REVISIONS
r207-25-2607
DATE DESCRIPTION
03-26-2007 PER PL. BD. COMMENTS
PER LAND QUALITY COMMENTS
PROJECT MANAGER: PROJECT ENGINEER:
GSM PAH
DRAWN BY, CHECKED BY:
N TL GSM
DATE:
FEBRUARY 1, 2007
17069 e
O r �N�N \���`
SI,Ma; C SID I
MacCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
OLEXA VENTURES, LLC
THE PRESERVE
SUBDIVISION
No. 2 TOWNSHIP
PAMLICO COUNTY, NC
SEDIMENT AND
EROSION CONTROL DETAILS
PROJECT NUMBER
A33502.00
DRAWING NUMBER
D-102
0
z
0
Q
J
a
a
I
z
0
V)
5
0
m
w
a
w
II
�i
w
x
Li
0
I
0
0
0
M
M
Q