20140866 Ver 1_Site Plan_20140818

Strickland, Bev
From: Deborah Shirley <dshidey0>sandec.com>
Sent: Monday, August l8'ZUl4ll:3ZAK4
To: Strickland, Bev
Subject: RE: Jackson Manor P[NApplication
OK, | just dumped 6 files in the dropbox, all are SW related except the "Jackson Manor-Wetland Exhibit 2014-
O8-134df" file, those are the impact exhibits.
Deborah Edwards Shirley
Soil & Environmental Consultants, PA
919-846-S900 (office)
919-673-8793 (mobile)
ATHINK BEFORE YOUPRINT
From: Strickland, Bev
Sent: Monday August 18, 2014 10:19 AM
To: Deborah Shirley
Subject: RE: 3ackson Manor PCN Application
From: Deborah Shirley
Sent: Friday, August 15, 2014 3:20 PM
To: Strickland, Bev
Subject: ]ackson Manor PCNApplication
0ev,
The Jackson Manor P[N application package was submitted today. The project engineer did not provide a
data CD. Therefore, when you are ready ... please send me an email requesting the SW info and I will send via
Deborah Edwards Shirley
Environmental Specialist
Soil & Environmental Consultants, PA
NEW ("'PFFICE LC,'PCA-riC,'PN:
1

North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
919 - 846 -5900 (office)
919 -673 -8793 (mobile)
�v . wSandiAC,colrl.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This
electronic communication may not have passed through our standard review /quality control process. Design data and recommendations included herein are
provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature
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THINK BEFORE YOU PRINT

DONLIN DR
3
3,514,420.8 SF
ALLOWED IMPERVIOUS 30%
TOTAL PROPERTY SIZE
ROAD PAVEMENT
80.68 AC (A= 60.46, B'= 23.22)
ZONE
200 SF
R -40W
11, 692 SF
E= XISTING USE
906,280.2 SF
PASTURE
112,764.51 .SF
PROPOSED USE
PLAN & PROFILE DONLIN (B) .....................9
IGIMMON .
z
- PILACE
>
�S
MINIMUM LOT SIZE
R' Qr.•yJS FIB L'
I
�; lr�
A
.�. M,
is •i f.'` !+
�= -- �LAMRENCE
FINLEY
IL
„r
6*+` b
VICINITY MAP
NTS
MA �
GE7NERAL NOTES:
1. THE OWNER IS: KENNETH & KIM LYE, AND SM
DEVELOPMENT CO. LI -C
2. THE DEVELOPER IS: JIM ADAMS, ADDRESS: MILLRIDGE
DEVELOPMENT 818 S. WHITE ST., WAKE FOREST NC.
3. PIN #: 1832652767 AND 1832749606
4. DEED REFERENCE: DB:008459 IPG: 01955 AND DB:
010494 PG: 01070
5. THE ENGINEER IS: JOHN W. HARRIS, P.E. CONSULTING
ENGINEER, 5112 BUR OAK CIRCLE, RALEIGH, N.C. 27612;
(919) 789 -0744.
6. THE SURVEYOR IS: CAWTHORNE, MOSS, & PANCIERA, PL.S;
333 S. WHITE STREET; WAKE FOREST, N.C. 27587; (919)
556 - 3148.
7. OVERALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM
WAKE COUNTY GIS. STREET SECTIONS AND LOCATION OF
EXISTING PAVEMENT AND STRUCTURES PROVIDED BY THE
SURVEYOR.
8. BOUNDARY INFORMATION WAS TAKEN FROM INFORMATION
PROVIDED BY THE SURVEYOR
9. ZONING: R -40W
10. ALL ROADS SHALL BE 20' ASPHALT PAVEMENT.
11. APPROXIMATE TOTAL ACRES OF IAND TO BE SUBDIVIDED: _
80.68
12'. ALL LOTS WILL HAVE A MINIMUM LOT SIZE OF 30,000
SQ.FT. APPROXIMATE TOTAL LINEAR FEET OF PROP PUBLIC
ROAD = 6,235.9 LF; ALL ROADS WILL BE PUBLIC.
13. TOTAL PROPOSED AREA OF DISTURBANCE= 355,680 SQ.FT
(8.17 acres)
14. RIGHT -OF -WAY WIDTHS SHALL BE 50'
15. CUL- DE - -SACS SHALT_ BE RADIUS 50'
1 E1. PAVEMENT RADII IN CUL-DE-SAC'S SHALL BE 35' STREETS
SHALL BE 20'.
17. LOTS SHALL USE COMMUNITY WATER AND INDIVIDUAL SEPTIC
FIELDS.
181. COMMUNITY WATER BY AQUA NC AUGMENTED WITH 2
ADDITIONAL WELLS.
191. IMPERVIOUS SURFACE= ALLOWED: 30%(1,054,,326.2
SF) /l 2,765/LOT.
20. EACH LOT CONTAINS A MINIMUM OF 20,000 SF OF SEPTIC
SUITABLE SOILS.
21. THERE ARE NO FEMA FLOOD BOUNDARIES ON THIS SITE.
22. 404/401 PERMITS WILL BE NEEDED AND WILL BE APPLIED
FOR IN THE CONSTRUCTION PLAN PHASE.
23. ALL LOTS WILL BE SINGLE FAMILY RESIDENTIAL.
24. ALL LOTS WILL BE SERVED WITH COMMUNITY WATER.
25). OPEN SPACE WILL BE USED FOR CONSERVATION OF
NATURAL AREA
26. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR
THE OPEN SPACE
WATER SUPPLY WATERSHED BUFFER CROSSING
DRIVEWAY CROSSINGS THAT ACCESS SINGLE - FAMILY DWELLINGS
THE USE OF SINGLE DRIVEWAYS FOR MULTIPLE LOTS MAY BE
NECESSARY
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER
(INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS.
2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE:
3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE
FEET IN AREA
4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE AS
CLOSE TO 90 DEGREES AS POSSIBLE (AND NOT LESS THAN
60 DEGREES)
5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL TO
VERTICAL) RATIO (BRIDGING AND, /OR RETAINING WALLS MAY
BE USED TO MEET THIS AND THE DISTURBANCE WIDTH
STANDARD)
6. ALL CULVERTS ARE (DESIGNED AND CONSTRUCTED FOR THE
25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY
WAKE COUNTY ENVIRONMENTAL SERVICES
ROAD CROSSINGS (PUBLIC: OR PRIVATE ROADS)
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS
2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE
REQUIRED RIGHT -OF -WAY OF EASEMENT WIDTH, OR IN NO
CASE IS MORE THAN 90 FEET WIDE
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE
FEET IN AREA
4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE
TO 90 DEGREES AS POSSIBLE(AIND NOT LESS THAN 60
DEGREES)
5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL: VERTICAL
RATIO (BRIDGING AND /OR RETAINING WALLS MAY BE USED
TO MEET THIS AND 'THE DISTURBANCE WIDTH STANDARD
6. ALL CULVERTS ARE (DESIGNED AND CONSTRUCTED FOR THE
25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY
WAKE COUNTY ENVIRONMENTAL SERVICES
DONLIN DRS
I �
1 ,
1 1
,
,
SETBACKS
MIN. LOT FRONT = 30'
MIN. PERIMETER SETBACK = 30'
FRONT = 15'
CORNER = 15'
SIDE = 7.5'
REAR = 15'
15 REAR SETBACK
7.5'
- 12X12 SIDE
7.5' SETBACK
SIDE 2
E 0X100
SETBACK
40X50 A =2000
D B =120
A C =36
C 1 4 D =2000
E =144
6X6 f 4,300
15' FRONT SETBACK
TYPICAL LOT IMPERVIOUS SURFACE
12,764_51_SF ALLOWED ____
GRAPHIC ESCALE
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
IMPERVIOUS AREA CHART
EATE DATA
3,514,420.8 SF
ALLOWED IMPERVIOUS 30%
TOTAL PROPERTY SIZE
ROAD PAVEMENT
80.68 AC (A= 60.46, B'= 23.22)
ZONE
200 SF
R -40W
11, 692 SF
E= XISTING USE
906,280.2 SF
PASTURE
112,764.51 .SF
PROPOSED USE
PLAN & PROFILE DONLIN (B) .....................9
SINGLE FAMILY
RESIDENT
TOTAL NUMBER OF LOTS,
71 LOTS
I
MINIMUM LOT SIZE
12
30,000 SQ.FT
(0.69 AC)
MAXIMUM LOT SIZE
57,354 SQ.FT
(1.32 AC)
AVERAGE LOT SIZE
48,811.4 SQ.FT
(1.12 AC)
PUBLIC ROAD CONSTRUCTION (20' PAVEMENT
50' R /W)
6,235.9 LF
IMPERVIOUS ROADWAY
AREA
136,154 SO. FT (3.87;0)
MAXIMUM IMPERVIOUS
COVERAGE
30%
MAXIMUM IMPERVIOUS
COVERAGE FOR LOTS
12,764.51 SQ.
FT /LOT
OPEN SPACE
�
1,005,168 SQ.FT (23.08 AC.) / 28.61
WAKE CO. PIN
A
1832652767
B
1832749606
OWNER
o
KENNETH A LYE
KIM P LYE
AND SM DEVELOPMENT CO
8120 DIAZIT DR.
GRAPHIC ESCALE
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
IMPERVIOUS AREA CHART
TOTAL AREA 80.68 AC.S
3,514,420.8 SF
ALLOWED IMPERVIOUS 30%
1,054,326.2 SF
ROAD PAVEMENT
136,154.0 .SF
WELL HOUSE
200 SF
WELL ACCESS ROAD
11, 692 SF
REMAINING IMPERVIOUS
906,280.2 SF
REMAINING IM P /7'1 LOTS
112,764.51 .SF
f,1
i
800
SHEETINDEX
w
L�!
COVER............................... ...............................
I
]EXISTING SHEET .............. ..............................2
]EASEMENT I& BUFFER MAP .......................
3
SITE PLAN A ...................... ..............................4
SITE PLAN B ..................... ...............................
5
EROSION CONTROL A .. ...............................
6
EROSION CONTROL B .... ..............................7
PLAN & PROFILE DONLIN (A) .....................8
PLAN & PROFILE DONLIN (B) .....................9
ct CA
]PLAN & PROFILE DONLIN (C) .... .................10
Z °O ct
ct
PLAN & PROFILE DONLIN (D) ....................1
I
]PLAN & PROFILE ALDEN & KIMILLIE .......
12
]PLAN & PROFILE KIMALDEN &. HEXHAM.13
]PLAN & PROFILE JERSEY LANE .................14
]EROSION CONTROL DETAILS .....................15
'WATER DET' AILS ............... .............................16
'WELL DETAILS .................. .............................17
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MATERIAL
o WATER SUP WATERSHED BUFFER
ININ\\\\\NINN
JACKSON RD
B
DS75
DOWN DR
/� /llllllllllll /l
C
DS75
CONLIN DR
0 +50 -3 +25
DONUN DR
D
DS75
O
DONUN DR
E
DS75
'5 +25 -7 +75
DONUN DR
F
SC150
7 +50 -9 +50
ti
w
V
ITCH
MATERIAL
STATION
A
DS75
JACKSON RD
B
DS75
DOWN DR
0 +50 -3 +25
C
DS75
CONLIN DR
0 +50 -3 +25
DONUN DR
D
DS75
5 +25 -7 +75
DONUN DR
E
DS75
'5 +25 -7 +75
DONUN DR
F
SC150
7 +50 -9 +50
CIO
DONUN DR
G
DS75
10 +50 -12 +00
•
b.Q
DONUN DR
H
C125
15 +50 -21 +00
DONUN DR
I
SC250
17 +50 -21 +50
DOWN DR
J
DS75
21 +50 -23 +50
K
P300 OR
CONLIN DR
SC250
22 +00 -24 +0
VJ
DONUN DR
L
DS75
27 +25 -32 +0
CONLIN DR
M
DS75
2G +50 -33 +0
O
O
CONLIN DR
N
DS75
33 +25 -35 +4
0
P300 OR
CONLIN DR
33 +25 -35 +5
DONUN DR
P
DS75
35 +40 -40 +7
DONUN DR
Q
DS75
35 +00 -41 +25
DONUN DR
R
DS75
413 +50 -48 +5
P300 OR
DOWN DR
S
SC250
42 +00 -48 +5
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ALDEN LN
T
0 +50 -2 +50
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U
SC250
13 +50 -2 +50
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v
DS75
0+50-2+50
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W
DS75
0 +75 -5 +25
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X
DS75
0 +50 -1 +50
Y
DS75
I(IMALDEN CT
0 +50 -2 +00
HEXHAM RD
Z
DS75
0 +50 -4 +50
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AA
DS75
0 +50 -8 +50
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DS75
0+50-1+75_j
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MATERIAL
STATION
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DS75
JACKSON RD
B
DS75
DONLIN DR
soPONE)
2.5'
0 +50 -3 +25
PERA4ANE NT DRY
DETENTION POND
KDTEMPORARY
DOWN DR
C
DS75
0 +50 -3 +25
CHECK DAM
3
DOWN DR
D
DS75
5 +25 -7 +75
EXISTING WELL SITE
1
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E
DS75
5 +25 -7 +75
OFFSITE DRANNACE AREA
5
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F
I SC150
7 +50 -9 +50
2.25'
6
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G
DS75
10 +50 -12 +00
1 1.75"
3 -60"
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H
C125
15+50-21+00
HW
6
DONLIN DR
1
SC250
17+50-21+50
408.20
4.37%
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J
DS75
21 +50 -23 +50
K
PR
DONLIN DR
1.39%
SC250
22 +00 -24 +0
48'
1 -18"
DOWN DR
L
D 575
27 +25 -32 +0
FES
DOWN DR
M
D S 75
26 +50 -33 +0
DONLIN DR
N
DS75
33 +25 -35 +4
0
Psc2soR
DOWN DR
ct
33 +25 -35 +5
r-B-11
O
DOWN DR
P
DS75
35 +40 -40 +7
0
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DOWN DR
Q
DS75
36 +00 -41 +25
O;-.4
DONLIN DR
R
DS75
46 +50 -48 +5
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DOWN DR
S
SC250
42 +00 -48 +5
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ALDEN LN
T
SC250
0 +50 -2 +50
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ALDEN LN
U
SC250
0 +50 -2 +50
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KIMILLIE CT
\/
DS75
0 +50 -2 +50
KIMILLIE CT
NI
DS75
0 +75 -5 +25
KIMALDEN CT
X
DS75
0 +50 -1 +50
KIMALDEN CT
Y
DS75
0 +50 -2 +00
HE)HAM RD
Z
DS75
0 +50 -4 +50
HE)(HAM RD
A A
D S 75
0 +50 -8 +50
JERSEY RD
AB &A
DS75
0 +50 -1 +75
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LENGTH
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SKMR SIZE
WETLANDS
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SB#
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DEPTH
SKMR SIZE
SKMR ORIFICE
1
45'
89'
2.5'
1.5”
2”
2
30'
44'
2.5'
1.5"
1.25"
3
40'
83'
25
1.5"
2"
4
18'
32'
2.5'
1.5"
0.75'
5
50'
88'
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6
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95'
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PIPE #
LENGTH
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MATERIAL
INV IN
INV OUT
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END TYPE
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72'
1 -24"
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408.50
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62'
1 -24"
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389.00
387.00
3.23%
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72'
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381.80
381.05
1.04%
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72'
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370.50
369.90
0.83%
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368.10
366.70
1.75%
HW
6
48'
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408.20
4.37%
HW
7
72'
1 -36"
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449.30
1.39%
HW
5
48'
1 -18"
RCP
445.50
445.00
1.04%
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LENGTH
DEPTH
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CLASS
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12"
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18"
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♦ •�/ M �' 793 `\ ♦ \ \ as 1 \ \ �� \ \ \ ` \ ` \ \ \ \ • C) N
- -��`\ ♦ ♦ 3• . ®$ �( - -- -- 432• u :• ( �\, , , \ \ . ^ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
SILT FENCE . ,� �• _., ,0 p9�� a �' g ® \ \� �; i a a 1 \ --�• �, , \ �'� \ s~
® y �'VC wPTERL*E'
, 1 \ i a \ \ \ \ \ \ \ \ \
- - -- -- \ `\ \ t , 1 i 80' LF 3-150" RCP = ® �— \` \ ••P
- - - -- M ct -- - g \ T 1\ _ �` i \�__- a _ �s \`•` • \ ` \\ \` \`I 1 \` \ \ ` `\ 1,* \ �1 \ ► \\ lJ� N l\
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♦ ° f M ` �' - ----- - - - - -- 1 \`\ \ ` \ i O \ \� ♦ % y \ S \ U O
0.
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INV. IN 368.1 �/ ,
♦ / M fie- • !_ _ - �c- - - �L 1� * ®'� �� \ \� \\ \ R� �� OUT 3 6 6 7 \ I \ \ o
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f'H` ,a�`� i i'�•� may- cJ - -� \� STA: 15 +50 -21 +00 \,, \.47,` N a�
max, \ \,, •• ,�---- �. - -'' ♦ INLET 72 LF 2- 36''x; * . - -- �\ �� \'� ► , cs. -
M � �\ �_� ; ,� ♦. --- - - - - -- jn � � W NCDOT HEADLoQ ® \ \ ��� o, ♦ \ ! \ \ ♦ ct
- -♦ PROTECTION
/ 1 fir - - -- , \ \ \ \\ \ \ \ GZ �j
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\\ \ \ \
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C S ♦♦♦ 4 BASE _ - �- -� • `i y \ o_
sy' �
INV. IN 50 RIPARIAN BUFFER 18X32' W 1.5'
i ! -' ���• ♦ •♦ LATERAL DITCH #1 *� \\ \ \\ \ \
• ♦ INV. OUT = X369.9 -T- -- - -� - -- -- ._,�`, �, �\ \� \\ '-\ \� SKIMMER / GRAPHIC ALE
• ,'' '` : DITCH G oe
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♦. : % 20' PUBLIC DRAINAGE `�� `�\ �' \
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At
0,
r=)) /n A § § § A § r=)) r=) § � / r===
LENGTH = 240.00
( IN FEET )
I inch = 50 ft.
STA = 24 +00.00
ELEV = 424.83
K == 39.00
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♦ , RIP RAP OUTLET PAD \ ♦,� ' \ W1,�_6„ \
55 I � ,� • „ „ i ,
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57 O,L,Q ', I / 1
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e SLOPE / ; "�, S,
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00
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2
♦l"�,4 ,,���'" ,/ \\—CONTRACTOR TO o z
% •� /' PROVIDE POSITIVE o I
�;� ; ;� ♦
DRAINAGE ALONG
TOE OF SLOPE 1 23
' �` /
/
/
27
25 '
/
I
47
46
45
44
43
42_
OP
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DITCH 0 / I ► " `,\ �; /
/ ,� ♦i► �• /P P300 OR SC250 LINER,-` ¢ _, �� •
DITCH L �, , ;���01 1 .•1, mss STA: 33+25-35+50 / ♦� ��\ �xss,;'
DS75 LINER - - - -� I / ,® `3/
STA: 27 +25 -32 +00
PIPE
4
49 I � �� , �� 100"
� 8 LF 18 RCP / ♦ \, ;
1 1 �'� I INV. IN = 445.5 ' ♦♦ Station =1 +56.31
— J \
1 /' �o� �•° Jj /, / f INV. OUT 445.0 / / ®♦ 11 :\V �,�_, ` ,� \ \ • r--� U
V
/ ,''" °♦ ! a / ♦♦ -25 TREE i `\ / \\ • �
/ / '� INLET / ♦® PROTECTION �` \ \ \ / / / \\ �-II o
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ct
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M ''�. '•• i ' / /// '''" �' " i'••I /� q % ♦° OPEN / ♦ /' / O 1
o
Ps.s88,b M � • �•�.� / ��-.•, ,M�,�a ° ; ;♦ SPACE ® N.C. UNDERGROUND UTILITIES `,.'-' / •
N aka ' M �� -/� M / /o, f,A % 3 DAYS BEFORE DIGGING CALL --'''' / • r"�
' , ' \a'?�c'ti _ ° N �— °'53 �'0/�"� ' % •' i i / ®♦ ` TOLL FREE 1800 -632 -4949
.' 6=054' Q 55040 I , ,
n tt qr CL CL '� 335. 9' R i � • �/ ; ; / ♦♦ \ \ .. w..,. `, \ \ — / /'''''
r '; , 'ry I I ♦ ® \ ApONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
woo
/ ♦ / \ ,
Mum a
// lT \J
. DITCH fv1 /♦ / / \\
' DS75 LINER
. STA: 26 +50 -33 +00 1 30 / ,'♦' ; / / `\
G RAP HY-C SCALE
/ ♦ / / `
■ � ® / \ ` 50 0 \ 25 50 `� 100 200
/
■` / / ♦�♦ i f / \ \\ ( IN FEET)
/ ,♦ 'k \inch = 50 ft.
LENGTH = 220.00
STA = 35 +60.27
LELK 30. V _ 464844
Bug
• `
50
40
30
20
SCALE:
1n = 50' HORIZONTAL_
1 = 5' VERTICAL
U
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_ _
DRY s DETENTIO P -
- ♦♦ ♦ '95'X 30' W/1.5" SKIMME ------------------ - - - - -- I I ;`�' •'tyd;
N POND #4 - 1 NOTE: EXISTING ) �/�
� � DRAINAGE
I
♦
i 1 I N
20 X 46 © BASE SEE -
� � _ ♦ WAY THREE LOTS 39 -421
- 1 1 ♦ I I =
1 �IIILL SERVE AS A NATIO AL
Tl P DETAIL (SHEET 14) 1 ♦ 1 � I
i �1 , 1 ♦♦ FLAW BYPASS ":Y•'• �'.�Z:
go
00 1
1 42 ♦ ♦ 1
00 43
30 WATERSHE14 ♦ ♦ ' 40
,. BUFFER ♦ ♦ I ,
20 BUILDING 1 1 ♦♦ ♦♦ 1 20' DRAINAGE
1 I 1
SETBACK I LUTLET ♦ ♦ 1 9 g 1 1 RIP RAP PA ` ♦ EASEMENT 1 1 ,I z Q I I / / /`�
i
� 44 1 I � 1 ♦ ♦ 1 z tr
� � 1 � , 18 L CLAI5S B STONE ♦ � I � I I
10 45 \\ 1• '`.,�� ® �.� .'stir -- `� _ 1 ��; SILT FENCE I w
00 \ 1 _ _
'WOO - - -- _
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4 DITCH P •� �� c9�a.--- -__� �a� - M - - - -- _ - �1 I DS75 LINER GRAVEL 1/ mow' -, - -' /.�
/� �-- -- -- ` „p5T !:c�ppo�. o �a ` 1 \ 46+50-48+50 <^ ` - -- -� I —'� . M / -°- - -- - -- / ; •
DS75 LINER ♦ �` �� �,� q�- - �- a \a_yi � �. ��- ♦-� �� STA CONSTRUCTION \ I ,
5 +40 -40 +75 ♦.� M/ aa� .► 1...�, .�:.�..::; - - - - -' ,- a -,..tea o '� -M`. -`�L�,„� ♦�` o. , PAD �l' i9,,,� %,' U
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♦ a O i \
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/ s.E I \
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.. ` • � ' r ♦� ♦ = I I ,0'�� -- 1-_ - -- - '��., _,r ` •\•�sa / ,�i \_25'x50' \\ CV U A
/ ° - -- ♦ - T' INV. OUT 449.31 - - - -- �'�'x \ \ _� _ • _ I GRAVEL
ct
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- - - - - -- -; ,? ♦ - - -- 20 PUBLIC i I - - -- _.`-=- ■`_,� 6. R =aao. CONSTRUCTION
P U \ I _ e =o 18° c= 3s:e'tI PAD \ �j w o
�`♦ o ♦ I
Q DRAINAGE I �\ _, - - - - -- 1 \ DITCH S (LATEI�A I DITCH �i) OpF \ o
-- d f - -- -- I I N
\ P300 'QR SC2`i0 � LINER sp /I
` ►,Q� /,o - - - - - -- EASEMENT I I \
- ♦ STA' 42+00 -
1 1 /,; / - -- -- - DITCH Q I 3J \\ I® -- - - - - -- Oo '
00 ;'�� ���o -�" /'� DS75 LINER I 3� - ------ - - - - -- �s �.d� �1N1 t V�
�.•�' / ♦• _ _�- STA: 36 +00 -41 +25 33 I I 1 �� 11 ® ®11
' - - 20 DRAINAGE- I 1 _ m�
- m
i } ;,3 •��r " ♦'� �����o- Pf►� ♦ EASEMENT I I 1 -- mm i \`` O V
, �11�
------- - - - - -- _
1 1
,-- a. 7 ,/ t
-- � - � /.ae• I I ♦ / � I �� � 1 11 \ ��
6" PVC WATERLINE 32 ♦ i , 1 ®m1�11�11�
-- � 00.00
�;' ♦ I i � 1-11 �11�
- -- 'tl - -- - -- , 11�11� 25' TREE
----- - - - - -- ♦ 31 -r I 1 i -j101 00 PROTECTION
/ g
r _ - - -- ♦ ` �
�g ' ,i- __._.. __..
® ®. • ° @ g 11 I-1 I 1 11 11 1 11 11 s
GRAPHIC SCALE ,'}
i i ♦ t 0 {5W � 1 1 1 1 r� I /
I 1 / �' °F ♦ tools
I /
r / • in r Sp V �. m 1- 1 1 0 1 50 I 0 25 50 100 / 200
6�.6 / � �' •� qCE � �- � �11�1 1 11 � � 11 11 11 ,
t" it x,111. 1 �� 1, x
Q i � %h� � ,�°(�p • ♦ � Ii�-111 1 1 �� IN FEET)
9
1 inch :_ 50! �G
,q CF i i rl t tl � 1-/1■�m 1 1 11 1 1 11 1 / // i� O lj� M � •p n
r
ilk III / 1 =� I-111�1 11 1, 11 11 1 11 11 I /' M Q O o X -
I
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� II�m� 1 1 1 i it 1 \ � // II �
50
cr
ct o
01
N.C. UNDERGROUND UTILITIES
3 DAYS BEFORE DIGGING CALL ) LENGTH = 200.00
TOLL FREE 1800 -632 -4949 STA = 47 +61.82 N
A \O���NZ CALL SYSTEM F'OR COMMUNITY AND JOB SAFETY ELEV = 467.01 ao
K = 4Q 94
C
C
C
I.
SCALE:
11n = 50' HORIZONTAL
1 I = 5' VERTICAL
ICI
i:�
0
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•��'• ', I S� I N °o OR SC250 LINER : - 7
+ + / / , 20' ACCESS EASEMENT
0 +50 -2 +50 /4 /
�♦ I� o W/16' GRAVEL ROAD
• 20' ACCESS EASEMENT �S' ?d a / '�
W/1 6' GRAVEL ROAD Of %�' • % ! / / 6 � REDUCER
O• ♦ ♦ ♦� �A' ' ' /d i 1 T i 2?� l �� FYI► ■ /�, / / / &. 2 B.O. �• ♦.■ ■ ■■ va — val
va pop
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■ ♦ ♦ ♦ ♦/ ♦♦ ♦♦ / /� �■ ■■l / O • �, I i I , , •was• ■.■■
♦ ♦ ♦♦ ♦ ♦ ♦♦ �� / / '� i Cry/ p�0° i I - I ' I I 1 , • i
<� • ♦ ♦•/ ♦ ♦• /� / �o' / f a t 1 I - � 1 I Station '1 +90.72
100- 10 ♦ ♦ "♦ RIP RAPS' ;b �/a j' ■' I •� I �r 6 0 10 s.•• Oil OUTLET PAD ; ' Y �y �' %�� / / /'�•' I I I f I ♦„ �`��
\ , 10 . ♦ ♦ ♦ ♦, ♦ ♦ ♦♦ (6'L X 4'W // \�' %i�,' % j I i I �••• i 1 •♦ 6" PVC WATERLINE ft
�_■♦ CLASS A STONE I I I I \ � �`
,'•
f
25' TREE
PROTECTI01
\,/
I0'4 �\
400 *0000,
,,, \
66
•
6X6 TES W�-
2-6" GV, tB
�� i I ws• I 1 fITC�I U\
�` <� •I I R2i06 OF:` SC250 LINER �1 '
�` +�,♦ ,1 SETA: ',0 +50 2 +50 CHECK DAM (TYP)
�/� 6� I I ♦• I I —PIP\ 3
^^�� I�• I ? I ?� �� 72 LF\ 18 5 �
to
V I� t `; `a '• RCP Cc%, 1
• I `
\kNV. IN \-I- 381.8 .0
" v `••� �� 6�� 0UT 381.05 / •
o to
to 4 • b�� ♦ PIPE 2/ s
N.
h /. 10 10
410,
919"M
EXISTING GRAS
OFFSET RIGHT 2
390,
Station = -0 +00.00_
elev = 384.177
PROPOSED PIPE 3
72 LF 18" RCP
@ 1.0% 8
INV. IN = 381.
INV. OUT = 381.5
37
L
LENGTH = 60.00
STA = 1 +95.50
ELEV = 397.06
K = 30.00 10
-0 +25 0 +00 1 +00
2 -6" GV &B
GTVV
-400
390
380
378
3 +00
50
s
Iowa-
- ____
z� —��„��
ZZ
ryx
7 o x
0
10' BUFFER =_
1 / / �/
1/7
-/ Yol
=--- --- - - -- _-- - - - - -- - 0
OWOO* 40' 00
--- — — — — — — — — — — I — - - - -- —/•
----------- - - - -yj
Z 17 .'
I
�— — — /
� I
' /
100
_ _ 1
al
', Q) DS7DITLINEfR"
-�
,STA: 4+25-5+2!5-- _ _ ,, ,
7Z�� ,' '�: 2" GV &B W/ 2" B.O. �
/to
10 to
■o -
ZCHECKDAM (TYP)
\i PVC WATERLINE
'I N\-6 :K6 TEE W/ I It
;� • • 12
d 2 -6 GV &B '
,a v
ft7 / 10 1
I
I ,
1 df I !
/ , I
/ N go I! 1 � PIPE 4 1 ,►
/ ; I o'd; I I
Irrnrrrrrr•• •. / ° ;mac , ;
• I � d, I
7 ♦j ♦�I I g ' � • ' l ,l
/ m
GRAPHIC SCALE N.C. UNDERGROUND UTILITIES
25 50 100 200 DAYS BEFORE DIGGING CALL
TOLL FREE 1800- 632 -4949
ALONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
( :IN FEET )
1 inch = 50 ft.
LEGEND
I
ANINANNINNA
a
x
I
ti
7
.,,1,1,,,,,,,,E
��iirmumnud
I
,5b9
i
,..
ST
= 1 +00
00
1,
'
U
o
ti•_�
EL
V= 388
47
<
30.01
= 30.0
—
LO
c
,
LLJd
I
Q�Qtir��
EXISTING
GRAD
r
�
OFFSET LE
FT 25
o
�.%
/D
:
6
7<
(0
z
EXISTING
o
±�:�
l
iit
ICENTERLINE
o
Ln
00
^/ j
STING
GRAD
°
/ (
Lli
JQ
�
00
OF
SET
IGHT
5'
C
cv o
-Fi +
O
•W`✓
CD
p
LENGTH
= 140.00
G' /�V/
+
-- - -
-
J'i°
STA
=
0 +85.00
+
--
--
- -
--
-
z;
I
LEV
/
L
c\i
J
/
EXISTING CENTERLINE
77-1;
I Q
/
3'
MIIt jL` /LL
I
,�
,IH
0+35.0'
(375.20)
00
LLJ
�•
o�4
/tL
J
I�
�
II Ld
6
PVl_
_
<
N
LLJ
Q
LL
I�Iz
II
J
14, LL_
PROPOSED
4
ERLIN
_
PROPOSED
C
NTER
NE
w
IN
Of\
O�0
O
L/L
GRADE
Q�z
w
C�J
GR
DE
r�l
cn cn
+t
C
_
Ln
Ln
/
/
PRO
OSED BOTT
M OF
<IU
+
+
DITC
+
1
°
OF DITC
6X6 TEE W/ - --
-0 +25 0 +00 1 +00
2 -6" GV &B
GTVV
-400
390
380
378
3 +00
50
s
Iowa-
- ____
z� —��„��
ZZ
ryx
7 o x
0
10' BUFFER =_
1 / / �/
1/7
-/ Yol
=--- --- - - -- _-- - - - - -- - 0
OWOO* 40' 00
--- — — — — — — — — — — I — - - - -- —/•
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GRAPHIC SCALE N.C. UNDERGROUND UTILITIES
25 50 100 200 DAYS BEFORE DIGGING CALL
TOLL FREE 1800- 632 -4949
ALONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
( :IN FEET )
1 inch = 50 ft.
LEGEND
I
ANINANNINNA
a
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ti
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. • - • .
,5b9
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o
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<
30.01
SCALE:
11n = 50' HORIZONTAL
1 I = 5' VERTICAL
M11.
• e,
Ore.
Stat ion= 0 +00.
elev = 375.5
37
36
I__
1111111
Va ipf =4/ +32..30 15 / / • F�
M
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it
VJ
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STA: 0 +75 -5 +25
14• \ �
1
25' TR E�
1 PROTECTION
U
G
LENGTH = 150.00
STA = 3 +40.00
-0 +30 0 +00
I TVV
LTVV
JTVV
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Mo
390
e,
370
368
5 +00 5 +40
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IGHT
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LENGTH
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-- - -
-
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=
0 +85.00
+
--
--
- -
--
-
z;
LEV
374.61
c\i
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EXISTING CENTERLINE
00
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00
PROPOSED
CEN
ERLIN
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L/L
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TING
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390
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368
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58
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PIPE 6—
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\ \DS75 LINER /
,STA: 0 +50 -1 +50
2
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.R35' �_ 2 B.o�
R35'`\ �t6tfiara =1 +41 .95
CL
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as
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21
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— -- cb — r - - - - - -- ,
- - - - - - - - - - - - - -- — It �7
1
L
L ,
LENGTH = 150.00
STA = 1 +00.00
ELEV = 414.41
K = 30.00
430-
420-
Station = -0 +00.00_
elev = 411.081
410-
6X6 TEE W/
2 -6" GV &B
40
-0 +25 0 +00
I TVV
-430
-420
-410
05
2 +00 2 +30
N.C. UNDERGROUND UTILITIES
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1800- 632 -4949
ALONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
y
50
LEGEND
®
100' WATER SUPPLY WATERSHED BUFFER
Im50'
NEUSE RIVER BUFFER
WETLANDS
10
IQ
-,I
N I
®
POND
x
PERMANENT DRY
DETENTION POND
X
TEMPORARY
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— X —
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I cn
ROW ARROWS
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POWER LINES POLES
d
WELL SrrE
V
TREE PROTECTION FENCE
0
W
N
AC ,
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d
aREDUCIER
.
U
J
N
o
o
_
a
o
r
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cy
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OFFSET
LE
FT 25
p
i
d
O
.l
w
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,
+
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%.
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POSE
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M OFD
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H
I
I
-0 +25 0 +00
I TVV
-430
-420
-410
05
2 +00 2 +30
N.C. UNDERGROUND UTILITIES
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1800- 632 -4949
ALONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
y
50
LEGEND
®
100' WATER SUPPLY WATERSHED BUFFER
Im50'
NEUSE RIVER BUFFER
WETLANDS
30.1
OPEN SPACE
®
POND
x
PERMANENT DRY
DETENTION POND
X
TEMPORARY
SEDNERr BASIN
— X —
SILT F E14CE
®
CHECK DAM
ROW ARROWS
L_)
POWER LINES POLES
OEXISTING
WELL SrrE
V
TREE PROTECTION FENCE
0
TEMPORARY DIVERSION DITCH
AC ,
OF FBITE DRAINAGE AREA
WATER VALVE
aREDUCIER
.
GRAPHIC SCALE
25 50 100
SCALE:
1ln = 50' HORIZONTAL
1ln = 5' VERTICAL
( IN FEET )
1 inch = 50 ft.
\
\
\ r
26 \
\ K ,
10 ., \
7� I
1 /
25' TREE � ♦
■II, I / PROTECTION
to ' > go
000000 • ' 5
3 0' 1 ,
1\ 10 I to loo
SEDIMENT BASIN —5�
goo
50'X88' W/ 1.5
,fi o 50 SKIMMER �\ 00 Station =4 +94.27
gp
I DITCH Z
DS75 LINER `o�
6X6 TE:E W/ ���` \ \\ \` STA: 0 +50 -4 +50 •+\
>,
2 -6 GV &B.\ 6„ PVC WATERLINE `S�n G •`� w � ♦
STA: l -o \ � .� \ r Q g CA, \ 1
STA:*
0` NQN 0 ` � ` , , ` \ \ '�i� %� w ` \5z�,gD� a \�' •\
AMR �• \ .•\ .=r k� •arm' \ to
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CD
• ` � �` cl r" a vb- -03896 fi" C =216
CL S • •. \ `. 0.409\ R= 330.0(0 N \ x \ `� TEMPORARY DIVERSION
� \yam ♦ \� • . \ I I I - ` �� �• ` `.
• R a \ �:�• ` -\ I .� i'A \\ ` DITCH UNTIL ROAD IS
\ J / . \ ■..,.. �� `� BEING PAVED
\ i
♦ / , i ' I V
R • , I 1 _
\/ ♦ I ♦ 53 _
28 A`` , - -
` \ /^ CHECHC DAM (TYPJ
DITCH AA 52 100'% BUFFEE
�l \4\ /� \ DS75 LINER LTEMPORARY FIRE DEPT. _ --
`- STA: 0 +50 -8 +50 TURNAROUND REINFORCED _
51 GRASS PAVERS W/ A - -- --
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( __ - _
l\ ;� %SHEET 6) _ - - -- �._
4 ,,
A o �
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200
440-
Station =0 +00.00_
elev = 431.571
430-
s
#
mej
LENGTH = 199.91
STA = 1 +40.18
ELEV == 428.76
39
-0 +25 0 -�00
I�rl.
p"Ifi.a■1■i
• -Ka■1■i
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., •
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5 +00
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31.0
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ADE
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