20090575 Ver 2_Site Plan_20130507

WATEREI . •W• ......'ri••i . ............................... L.F. X 4 .5. =' Wi.>WY W..Wr.Y.Yi iw...............
SEWER.. .W ...............LF. X 1..50. = ....ia. +...... .. . .
RDWY ....... l $1.50 .. •......... w I r• l •... •a
.. ss.
TOTAL. ..............a ... i.oa................ �. . aY • r
C1 ROADWAY TO SE PRIVATELY INSPECTED
DATE FEE (S) RECEIVED BY CITY OF GREENSBORO....... ....... ..r•..w..a*..A.,.., .....WA.
SHEET NO.
. .
DRAWING TITLE
DRAWING DESCRIPTION .
1
COVER
. . .. .
. .
. .
.. . .
. O
COVER
SHEET.
2
SHEET. INDEX — SEWER
SHEET
INDEX -- SEWER .
. 3
SHEET INDEX — WATER
SHEET
INDEX _ WATER
. 4
MH
TABLE.
WEST
MANHOLE TABLE. WEST .
.. .
LIFE
O (MH . P9 TO MH� -04) `
26
SS LINE 0 &
R
. Em
.
&c LINE ; R (XMH— .15101 TO MH —I 2)
27
SS S
LINE A
I
EXMH -15089 TO M.H` .A4
( )
5
SS
LINE
A
& F
& :DINE
F MH-A.3 TO MH —F1 .
( )
6.
SS
.LINE
A
LINE A
(MH— A4 MH A -8)
?
SS
LINE
A
MH�–TB TO MH T8
T ( )
. LINE A
T — 1
MH —AB 0 MH A 2
( )
U
& LINE U MH -T5 TO v1H -U2
( )
30
SS LINE V .
. . .
LINE
V (EXMH -15139 TO MH . V4).. . .
31
SS LINE V .
.
LINE A
.Iv H—Al2 TO MH -A14 .
( )
8
SS
LIFE
A
. �!
& LINE
J. (MH -A14 TO MH —J 1) .. .
9.
S.S.
LINE
A'
LINE
LINE . A
(MH --A14 .TO . MH -A18)
SS LINE V &
Z
LINE Z (MH =V4 TG MH -Z1)
33
SS LIFE W
..
LINE
W. (MH -W2 TO MH . W.4) .
34
SS LINE X
LINE A
MH --A18 TO MH --A21 .
(_ ).
10
SS
LINE
.A
& M
& LINE
M MH -A20 TO N H--M 1
1 1
SS
LINE
A
.
LINE A
(MH -A21 TO MH -A24) .
.
37
..
MOCKINGBIRD
RD
.
STA
.
10 +00 T [RU STA: 22 +00:
.
.
..
.
.LINE B
.
MH--A1 TO MH -84
12
SS
LINE
B
& C
....
(N E
-B4 TO MN -1
C. . )
1.3
SS
LINE
B
MOCKINGBIRD
LIFE B
MH-B4 TO MH ---88 .
( )
14 .
SS.
LINE
B
.
LINE B
(MH -B8 TO MH =B11) .
15
SS
LINE.
D
LINE D
�-
(MH -B6 TO MH D3 ) .
16
SS
LINE
G
LINE G
M —A TD MH -GS
( .H.. ) .
. 17
SS
.LINE
.H
10 +00 THRU STA: 5 +75
LINE H
(MH --A9 TQ . MH -H5) .
18
SS
FINE
I
42
LINE
M _I .
H H2 O MH 2
( )
. 9
1
S S
I
LINE
}
.,
. .
LINE ;'
..
.
MH =A17 TO MH -L7 .
.
( .. . , )
.
43
NILAND D
R
ST A :
RU T: 2+ 3
10 +00 TH
WATER MAI N
LINE' ,E
MH -88 TO MH--E2 .
20
SS
LINE
N
E
& L
& .LINE
.L MH =:K4 TO MH —L3
( )
2.1
M H
T AB LE
EA ST
MAN OLE TABLE EAT
45
V A N N O PEN
\
D
S A :.21
54
+00 TH R U STA: 27
WA T ER MAIN
...
LINE .N
EXMH -33788 TO MI- —N2
22
. SS
LINE
N
& P
& LINE
P `MH� --02 .T.O. MINI —P2 ).
23
S S
LINE E
0
LINE O
{ EXMH . 15089 TO MH�P7 ) .
SHEET NO.
DRAWING TITLE
DRAWING DESCRIPTION 'TION .
.
SS LINE. O
. . .. .
. .
. .
.. . .
. O
LINE
O (MN77 T H013
25
SS LINE O
..
LIME
0' MH -013 TO MH 015
( _ )
Proposed Manhole 1/8...... , ".- I...I....I......I...•....
. .
.
.
((D
.. .
LIFE
O (MH . P9 TO MH� -04) `
26
SS LINE 0 &
R
. Em
.
&c LINE ; R (XMH— .15101 TO MH —I 2)
27
SS S
.
LINE
S MIS - S1 TO MH—S5 .
(_ . . . ) . .
28
SS LINE T .
Prop. Telephone' Or 'Power. Pole 3/32 ".•1...111,,,,.. ". —...
LINE
T (MI- —T1 TO MH� -T6}
.
. .
.
City Of Greensboro Signal Pole: 3/32" (labeled).... ........
.
® r
Guy .Wire 3/32". .-----'1-----­-- ..•...,..
v
Exist ::Hydrant .3/32 " .............................. 1111.,,.,.
L E
IN
MH�–TB TO MH T8
T ( )
29
SS LINE T ccc
U
& LINE U MH -T5 TO v1H -U2
( )
30
SS LINE V .
. . .
LINE
V (EXMH -15139 TO MH . V4).. . .
31
SS LINE V .
.
LINE
V (MH -V4 TO MH -V10) _ .. .
Grate or Drop Inlet (D.l:) 3/32 "„ ... ....... .
Im
.
.flight Of Way Monument 3/32"----'.'..--- ... .
0
.
i . "iron Pipe 3/64, .. .1...•.........
:
LINE
V (MH --V10 TO :MH . V13) .
32
SS LINE V &
Z
LINE Z (MH =V4 TG MH -Z1)
33
SS LIFE W
..
LINE
W. (MH -W2 TO MH . W.4) .
34
SS LINE X
�. .: .'
.
LINE
X H�W TO IHX3
M 1 .
( ) .
35
SS LINE Y
. .
.
LINE
.
Y '(M.H -V3 TO �IH —Y5)
3
SS LINE AA
LINE
.
AA MH —V10 TO MH -AA2
( )
.
37
..
MOCKINGBIRD
RD
.
STA
.
10 +00 T [RU STA: 22 +00:
WATER MAIN;
.
.. ... .
38
MOCKINGBIRD
RD
Exist, Water brie, Iabeled ........ ...........
{ )
STA:
2 +0.0 T 1RU TA: 34 +0.0
WATER MAIN
..
.
.
39
MOCKINGBIRD
RD
. Pro 5a ita S Sewer labeled .. ....: .......
Prop. �. .rY e ( . )
STA:
34+CAD THRU STA: 43 +50
.
WATER MAIN
.
. .
.
40
MOCKINGBIRD
RD
S :
.
±50 : +. 2
WATER MAIN .
. .
41
LYNW40D DR
N
. )
STA:
10 +00 THRU STA: 5 +75
WATER MAIN
.
.
42
CHAROLAIS DR
.
.
STA:
. .. .
10 00 THRU -STA: 21 +22
+
VITAE A
T R MIN
.
43
NILAND D
R
ST A :
RU T: 2+ 3
10 +00 TH
WATER MAI N
44
VAN NOPPEN
DR .
STA:
." - .. . .
.
10 +00 THRU STA• 21 +00. .
WATER MAIN N
.
45
V A N N O PEN
\
D
S A :.21
54
+00 TH R U STA: 27
WA T ER MAIN
...
46
.
MELISSA LN RD
..
STA:
. . . .
10 +00 THRU STAt 21 +00
WATER MAIN
. EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA = 35.93 ACRES
.2. FINANCIALLY RESPONSIBLE PERSON IS .
WATER RESOURCES — CITY O :GREE SBORO
PHONE:. (336)x- 373 -2055
. WEB: HTi'P : / /WWW,GREENS80RO- NC�GOV /.
MAILING ADDRESS: P.O. t3X 3136 .
GREENSBORO, 'N 27402 .
. VICINITY MAP '
. .TA N A '` T OP0. S LS
. .
.
.
. . .. .
. .
. .
.. . .
. O
. .
. .
....
. .
. .
. .
. . .
V N
ENGINEERING DIVISION IO
.
:Existing Man. h. ole .1/8" (labeled ) .......................•.., . .
0
Proposed Manhole 1/8...... , ".- I...I....I......I...•....
. .
.
Telecommunications Manhole 1' 8" labeled ...I- .............
. . / ( . ) .
((D
Exist, Curb Inlet 5/32"7 5/64 ".•:...•.....,,... , .I....,
lam: .
Prop, Curb Inlet 5/32 " - 5/64..................... 1— ........
. Em
.
„_ :,
Telephone Booth'3 /16 5/16 .,.... ............
. .
. Exist. Telephone Or 'Power Pole 3/32 "- ....•.,.:...... —I...
-0-
Prop. Telephone' Or 'Power. Pole 3/32 ".•1...111,,,,.. ". —...
-
.
. .
.
City Of Greensboro Signal Pole: 3/32" (labeled).... ........
.
® r
Guy .Wire 3/32". .-----'1-----­-- ..•...,..
v
Exist ::Hydrant .3/32 " .............................. 1111.,,.,.
10
Prop. Hydrant 3/32" ... >.... .• ....... .......•......I . .
Water. Valve, 3/32" ( labeledj., ..a.....•...a .....:............
.
Traffic Engineering Signal Box 5/64 " ..............
© cm
. Gas. Valve 3/ 32" .............• .....,,.......,:..,,...,«,..,..
Grate or Drop Inlet (D.l:) 3/32 "„ ... ....... .
Im
.
.flight Of Way Monument 3/32"----'.'..--- ... .
0
.
i . "iron Pipe 3/64, .. .1...•.........
a aw
Meter' 5/ 64" .................. ..........................•...a
.9
. Electrical Outlet 5/64" ( labeled ):...-- ...:..........1.1.
rc.
Telecommunications Sax Or Pedestal 5/64 (labeled), ....I..
: Ci1.
.
. .
. Exist. Precise Traverse Point 7/64" . (labeled)• ..............
�. .: .'
.
... .. ':
18 Or Less Tree.. 1/4 '( labeled) . ......... :...o.......
�� .."
Over 0'" 'r e.'5 .15" ..labeled . .. ..
. 2 Tree. / ( ) .
2i1^
Shrub' 5/32" :.
dean hut: 1 16 " -] 32�' labeled ,.- 111:1, ...:: :.::,• ::..,
/ / ( )c..
Light Pole. 3/32" .( labeled) ...
VW . .
Wheelchair :Ramp (City..Of: Greensboro .Std.. #418)......•....:..
... .
Control Of. Access Line:'5/16'-1— .. ..•.,
Exist, Water brie, Iabeled ........ ...........
{ )
i l
Prop.. Water Line (lobe ed)
.
Exist.. Sonito Sewer `labeled 111:1: : ..:.................II
ry ( )
55
. Pro 5a ita S Sewer labeled .. ....: .......
Prop. �. .rY e ( . )
- ', .
.
..Exist. 'Right Of .Way ...,..— 1111 .::.. .........I....
.
Proposed iar g in.... 1111: • ............ .11, "
: .
..
. . .
. -
. Easement (labeled) . .... —....................
— _�
.
.
. o ..
NO
. ORN
. Construction Easem:. , E Temporary
.. _ Pip "Sediment :a -- „
--
p�0 p o r D P G a dd
Exist q I rk Street «
. 1
111.. < . 1111 »
........, o .
. . .
a k� —
n...
.. Cn n Yard lrlea .Sedirent Tra ...:.... .:.. ................
naaan a .r i p Exist. PtlVf8it.:...:......., 1111. ... 11.. «
M� 1— . : .
° v
®
,
.. . 4 .. Y
� _ A 1 Cp fto
Ch eck k
D om om
,.•...........:.•.. o .:...<;...,,,.,..............
. n v � �
. T V Exist. Curb { labeled ......:,....:.. . ...:....... . '. . . .. : .
'
...
.. . . .. O : 4� - . ..
. - n: O M a ♦
I .n ' v E �: . . s . .................. b
0 G :
. n a ®. a e Stone lrClr 11,, .. 1 ............. i 4 M l 1 l 4 6 . Pre . Curb & Gutter { shaded & labeled .
. a a . . . . 1 .
Ri p Ra p .. . .
ni . 4 a �� "
er
y n �.: �LrV9 Y Lne,• 1111.. ... . 11... --m cO
® 1 —
. a' 4O0 A 9 o c nc .. � n Te P a a rY St1t Fence. . 1111.. —S � r . 1111 •... 111..•........ 111:1... 1111.. 111.. . _ .� � o . .
no .. np . r an En t ran e . ........ . ry Center Lire.......•....• . . .
Exist;' Storm. Sewer (labeled)..
Pro Starr. Sewer labeled ...
. p: ( ) .
: r1 �
Gas llne.; {labeled .. G
. . —

I

MH TABLE
MH
RIM
ELEVATION
MH -A1 C
PIPE INVERTS
RIM TO
INVERT OUT
DESCRIPTION
IN =
714.41 (MH -A11)
INV.
IN =
692.94 (MH -81)
MH /WT
COVER
MH--A1
710.63
INV.
IN =
692.94 (MH -A2)
17.8'
5'
MH
INV.
OUT
= 692.84 (EXMH- 15089)
MH -A11
MH -A2
7019.63
INV.
IN -
698.59 (MH-A3)
1101'
4'
MH
WRAPPED MH /WT
INV:
OUT
= 698.49 (MH-Al)
INV.
OUT
MH--A3
709.016
INV.
IN =
698.96 (MH- --A3A)
10,2'
4'
MH
INV.
OUT
= 698.86 _(MH -A2)
MH -A3A
708,07
INV.
IN =
700.28 (MH -A38)
7.9'
4'
WRAPPED MH /COATING
21.8'
INV.
OUT
= 7030.18 '(MH -A3)
MH -A313
710.90
INV.
IN =
700.56. (MH -A4)
104'
4'
MH
INV.
OUT
= 700.46 (MH -A3A)
INV.
IN =
701.46 (MH -A5).
MH- -A13
MH--A4
717.69
INV.
IN =
711.31 (MH -I =1)
16.3
S'
MH
5'
MH /WT
COVER
INV.
OUT
= 701.36 (MH -A3B)
MH -A5
715.39
INV,
IN
707.84 (MH -A6)
7:7,
4'
MH /WT
COVER
INV.
OUT
= 707.74 (MH -A4)
INV.
IN =
708.95 (MH -A7)
MH -A14
735.68
MH -A6
739:62
-INV.
IN =
732.6 (MH -G1)
30:8'
6'
MH
INV.
OUT
= 7078.85 (MH -A5)
INV.
IN =
721.28 (MH -A1.5)
MH -A7
735,47
INV.
IN =
710.14 (MH -A8)
25.4'
6'
MH /WT
COVER
INV.
OUT
- 710.04. (MH -A6)
MH-A8
735.49
INV.
IN =
711.36 (MH --A9)
24.2'
6'
MH /WT
COVER
INV.
OUT
T 71:1.26 (MH -A7)
MH -A15
MH-A9
732.33
INV.
IN =
713.53 (MH -A1O)
18 9
5'
MH /WT
COVES &
INV.
IN =
727:02 (MH -H1)
:
VENT
INV.
OUT
= 722.03 (MH --A14)
INV.
OUT
=. 713.43 (MH -A8)
MH -A1 C
731.95
INV.
IN =
714.41 (MH -A11)
17,6'
.5'
MH /WT
COVER
INV.
OUT
- 714:31 (MH-A9)
MH -A11
732.98
INV.
IN =
715.46 (MH -Al2)
1.7.6,'
5R
WRAPPED MH /WT
INV.
OUT
_ 715.36 (MH -A10)
COVER &
COATING
MH -Al2
739.36
INV.
IN -
717.64 (MH -A13)
21.8'
5'
MH
INV.
OUT
_ 717.54 (MH -A11)
MH- -A13
735:00
INV.
IN =
7213.24 (MH -A14)
14 9'
5'
MH /WT
COVER
INV.
OUT
= 720.14 (MH -Al2)
MH -A14
735.68
INV.
IN -
728.21 (MH-J1)
14,5
5'
MH /WT
COVER &
INV.
IN =
721.28 (MH -A1.5)
VENT
INV.
OUT
- 721.18 (MH -A13)
MH -A15
7401.20
INV.
IN =
722.13 (MH -A16)
18.2'
'
MH
INV.
OUT
= 722.03 (MH --A14)
MH -A16
735.25
INV.
IN =
724.18 (MH -A17)
12.2'
5'
MH /WT
COVER
INV.
OUT
= 724..08 (MH -A15)
MH A17
732.47
INV:
INV.
IN =
IN
725.28 (MH --A18)
725.28 ()vIHIC`1)
7.3'
4'
MH /WT
COVER
INV.
OUT.
- 725.18 (MH -A16)
ID
MH -A18
738.24
INV.
IN =
727.54 (MH -A19)
16,8,
4'
MH
INV.
OUT
= 727.44 (MH -A17) ;
MH -A19
738.14
INV.
IN =
728:79 (MH -A20)
9.4'
4'
MH /WT
COVER
INV.
OUT
= 728.69 (MH -A18)
INV.
IN =
729.79 (MH -A21)
MH A20
746.45
INV.
IN =
735.32 (MH -Ml)
16:8'
5'
MH
INV,
OUT
= 729.69 (MH -A19)
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919 X69 -4a fax: [phone]DC18
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License No. C -082

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1 11 MacKenan drive Cary, North Carolina 27511 " tel:'919- 469 -3340 tax: 919- 467 -6008 www,withersr vene
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-
`': HUSBAND, : BAXTER HtJidT
: . ..:: i...R: ::fit, ..,,•..ti .,
t..
LOTS 290 —292 AND :i?CiFii €CiPt Ltd :1u11i5A LRiN Rii.
-: �. `*
,
9 1 p i �y q� q qy p/y 1Wr��y
LYN�WCI�LI . UySE 'E�i'AI"
�VLd n©�l4 V� VT�V`�a�Jy� �.. aLi�IJ LV .VLV - a L:i
.. .. .. TVi.i��GW :'Pfl GLi�..V1- vVl \6'. fl�� �
D8 37 {7 .PG 42
E SHEET 17 � ,,,.�
W
... r .: � DISTURBED . AREA
'4
;
35.93 Acres
A-, ��0--i!
M 0
REVISIONS
NS
a. 11E. E N E: Lm
��.
TYPE.
CONTRACT ��
RACTOR
CONTR"
_A�S�--SIJILT
AUTH. DATE
PERMIT :APPROVALS �
� �� � � ;o' ��
� � �
�� �
:A ®w
��
���
�
�
�� DESIGNED 12/11/".09.. BY::- D
ENGINEERING
. - L E �� U::
�i�NST . SURVEY 8Y _
� �
LYN OOD
��
LAKES ATE SERE
-SHEET N0
. _
a a Drive Cary,-.North ca�- ©li�,a 27511 _ tel. 91 9_�69 334o fax. 91 9-�67 coos www:wi ���������,��.��,m �� ����
...............
WATER`
AS NOTED
W �
LINE : A (MIA-A T MH A2�
SIDEWALK
_ _

»,
0144
WI LhL4h { EFTH H a SaN AND
COG PROJECT PQ45 5
LIMITS OF , G47E VALVE
NANCY E?MafDS Ha85aN
� � w � , � �%�.
� .
.
LOT 179, SECTION 4
L Nwaaa :nK:: ESTATES
� • n�nn�na- n�tisxzc_:nh
& ME HYDRANT '
DISTURBANCE /CONSTRUCTION
»,
fid
1 = "CV :HLlRfi.:
rs V
WE- -
WIH Rs. k. RAVENE:L REVISIONS
��Y C:�I� �R���1�E�C�R
K
T1�PE
C0
CONTRACT .
CONTRACTOR
AS —BUILT :
ALITH . DATA
PER APPROVALS
_._
_ -
,.10� N :: � o��5s _os
ROADWAY
E N I N E E `RING � I VI I O N
ENGINEERS.: I PLANNERS I SURVEYORS
sWER
CONST._ SURVEY 13Y
LYNWOOD LAKES WATER & SEWER IMPROVEMENT
SHEET. NO
1 _ _ 919-467-6008
11 >tvM�el�er�an Drive Cary, North Carolina 275 1 tel. 919.69 3�4C �'ax. 9� 9.67 6008 r�vww:w�fih�r�r raven License a 0
_
WATER
CHECKED ®Y MCW;
SS LINE A ;: OF
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FOR GUNSIHIJU.11UN
I' H TABLE
MH
RIM
ELEVATION
PIPE INVERTS
RIM TO
INVERT OUT
DESCRIPTION
MH -AA1
780.68
INV.
IN =
772.29 (MH -AA2)
85
4'
MH
MH -Q3
725.48
INV.
OUT
= 772.19 (MH -V1O)
9.0'
4`
MH
MH -AA2
785,76
.INV. ..
-OUT
=- 774:76 (MH =AA1)
11;0'
4'
MH
MH-Ni
7807.55
INV.
IN -
774:71 (MH -N2 ) ,
5;9'
4'
MH
INV.
OUT
_ 774.61 (EXMH -- 33788)
MH -N2
780.00
INV.
OUT
= 776.00. (MH-N1)
4.0'
4'
FLAT TOP MH
MH -01
706.14
INV.
IN =.699.67
(MH --02)
6.6'
4'
MH /WT COVER
MH-R2
744.82
INV.
OUT
- 699.57 (EXMH -- 15089)
7.9'
4'
MH
MH -O2
714.0)07
INV.
INV.
IN =
IN =
7077.74 (MH -03)
707.74 (MH -P1)
6.4'
4'
MH
INV.
OUT
- 707.64 (MH -01)
MH -03
720.39
INV.
IN -
708,26 (MH -04)
12,2'
5'
MH
INV.
OUT
- 708.16 (MH -02)
MH--04
725.30
INV.
IN =
709.21, (MH -05)
16.2'
5'
MH
MH -S3
763.16
INV.
OUT
= 709.11 (MH ---03)
8.0,
4'
MH
MH -05
723.02
INV.
IN =
710.00 (MH -06)
13. 1'
5'
WRAPPED MH /WT
INV.
OUT
= 709.90 (MH -04)
COVER & COATING
MH -06
720.62
INV.
IN =
711.15 (MH -07)
9.6'
4'
WRAPPED MH /WT
MH
INV.
OUT
- 711.05 (MH -05)
= 760:60 (MH -S3)
COVER COATING
MH -07
72195
INV.
IN =
711.88 (MH -08)
12.2'
5'
MH
4'
MH
INV.
OUT
= 711.78 (MH -06)
MH -08
722.72
INV.
IN =
713.57 (MH --09)
9.3'':
4'
MH
MH /WT COVER &
INV.
OUT
- 713.47 (MH --07)
= 722.84.().
COATING
MH -Q9
726.68-
INV..
INV.
IN =
IN =
714.50 (MH-010)
714.56 (MH-Q1)
12:3'.
5'
MH
737.80
INV.
INV.
OUT
= 714.40 (MH -08)
5'
MH
MH -010
727,11
INV.
IN =
716.33 (MH ---01 1)
10.9'
4'
MH
739.76
INV.
INV.
OUT
_ 716.23 (MH -09)
4'
WRAPPED MH /WT
MH -011
727.71
INV.
IN =
717.12 (MH- 012)
11.2'
4'
MH
INV.
OUT
= 717.02 (MH- 010)
MH -T4
745.92'
INV.
MH -012
725.39
INV.
IN -
717.94 (MH -013)
7.6'
4'
MH
OUT
=` 737.52 (MH-T3)
INV.
OUT
= 717.84 (MH-011) ;
MH --013
738.11
INV.
IN
730.38 (MH -014)
7.8'
4'
MH
IN =
738.85 (MH-T6)
INV..
OUT
= 730.28 (MH- --012)
MH-T5
751.90
INV.
MH ---014
757.18
'INV.
OUT
_ 751.28 (MH-01 3)
5.9'
4'
MH
MH -P1
726.53
INV.
IN =
721.30 (MH -P2)
5.5'
4'
MH
INV.
OUT
= 721.20 (MH --02)
MH -T6
748.29
INV.
MH ---P2
734.48
INV.
OUT.
= 729.:53 (MH -P1)
4.9'
4'
MH
MH--Q1
726.72
INV.
IN =
714.77 (MH-Q2)
12:1'
5'
MH
INV.
OUT
= 714:67 (MH --09)
MH -T7
757.66.
INV.
MH -Q2
727.95
INV.
IN =
715.35 (MH -Q3)
12.7'
5'
MH
OUT
- 750.92 (MH -T6)
INV.
OUT
= 715.25 (MH-01)
MH -T8
771.23
INV.
FOR GUNSIHIJU.11UN
MH TABLE
MH
RIM
ELEVATION
PIPE INVERTS
RIM TO
INVERT OUT
DESCRIPTION
MH -Q3
725.48
INV.
IN =
716.55 (MH- -Q4)
9.0'
4`
MH
INV.
OUT
= 716.45 (MH-Q2)
MH--Q4
.736.71
INV.
OUT
= 730.81 (MH -Q3)
5.9'
4'
MH
MH -R1
745.04
INV.
IN =
736.42 (MH -R2) -
8:7,
4,
MH
INV,
OUT
-` 736.32 (EXMH- -15101 )
MH-R2
744.82
-INV.
OUT
= 76:87 (MH -R1)
7.9'
4'
MH
MH-S1
750.07.
INV,
IN -
743.76 (MH -S2)
6.3'
4'
DOGHOUSE MH
MH -S2
752:87
INV.
IN =
745044 (MH -S3)
7.6'
4'
MH
INV,
OUT
745.34 (MH-S1)
MH -S3
763.16
INV.
IN _
755.29 (MH -S4)
8.0,
4'
MH
INV.
OUT
= 755.19 (MH-S2)
MH-S4
766.85
INV.
IN =
760.70 (MH -S5)
6.3'
4'
MH
INV,
OUT
= 760:60 (MH -S3)
MH--S5
770.11
1NV,
OUT
764..13 (MH -4)
6.1'
4'
MH
5'
WRAPPED DOGHOUSE
MH -T1
736.34
INV.
IN =
723.14 (MH -T2)
13.5'
MH /WT COVER &
INV.
OUT
= 722.84.().
COATING
MH-T2
737.80
INV.
IN =
725.22 (MH-T3)
12.7'
5'
MH
INV.
OUT
725.12 (MH- Tl )
MH -T3
739.76
INV.
IN.=
732.98 (MH -T4)
6.9'•
4'
WRAPPED MH /WT
INV.
OUT
= 732.88 (MH --T2)
COVER & COATING
MH -T4
745.92'
INV.
IN =
737:62 (MH -T5)
8.4'
4'
MH
INV.
OUT
=` 737.52 (MH-T3)
INV.
IN =
738.85 (MH-T6)
MH-T5
751.90
INV.
IN =
740775 (MH-U1)
112'
S'
MH
INV.
OUT
= 738.75 (MH -T4)
MH -T6
748.29
INV.
IN =
7407.31 (MH -T7)
8:3'
4'
MH
INV.
OUT
= 740.071 (MH-T5)
MH -T7
757.66.
INV.
IN =
751.02 (MH -T8)
6.7'
4'
MH
INV.
OUT
- 750.92 (MH -T6)
MH -T8
771.23
INV.
OUT
= 761.33 (MH-T7)
9.9'
4'
MH
MH -U1.
768.02
INV.
OUT
=: 762.12 (MH --TS)
5.9'.
4'
MH
MH
735.19
INV.
IN =
728.69 (MH -V2)
6.6
4'
WRAPPED MH /WT
-V1
INV.
IN =
729.71 (EXMH- 15141)
COVER & ` COATING
INV.
OUT
728.59 (EXMH -- 151.40) :
MH -V2
735.16
INV.
IN =
729.57 (MH -V3)
5'7
4'
MH /WT COVER &
INV.
IN =
729.57 (MH --W1)
VENT
INV.
OUT
729.47 .(MH -V1)
INV.
IN =
732.47 (MH-V4)
MH--V3
740.37
-INV.:
IN =
732;47 (MH -`�1)
8.07'
4'
MH
INV.
OUT
,= 732.37 (MH -V2)
INV.
IN =
733.77 (MH-Z1)
MH-V4
744.18
INV.
1N =
733.77 (MH -V5)
107.5'
4'
MH
INV.
OUT
= 733.67 (MH-V3)
FOR GUNSIHIJU.11UN

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STANDARD. SEEDING .SPECIFICATIONS STANDARD SEEDINC;S?EGIF[ATIONS ��� A �N� � � ���ECLE

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SEDIMENT
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CHANNEL DEPTH � . ;, �, � : 1r4 rrt
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USE CLASS FOR
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STRUCTURAL. STONE
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Applies
USE ND. 5 iJR Nit. fii
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FOR .SEDIMENT IMENT CONTROL.
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m
DIMENSIONS SHOWN: ARE "
a
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fJ
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MINIMUM ACCEPTABLE UNLESS
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P
D
OTHERWISE SPECIFIED BY
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WA A
ECKED
H
BY _ MCW
1:11 MacKenan Drive Cary, North Carolina 27511 t[. 919-469-3340 fay. 919-467-6008 wvw.w hr r �v n�f am License Na. C-0832 CONSTRUCTION DETAILS
64 OF 64
SIDEWALK
SCALE: AS NOTED MISCELLANEOUS DETAILS
en era erm i.
'A '.STONE
U1 3
abrP
USE CLASS FOR
P
P`4a
STRUCTURAL. STONE
STONE
Applies
USE ND. 5 iJR Nit. fii
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FOR .SEDIMENT IMENT CONTROL.
m
DIMENSIONS SHOWN: ARE "
wo
MINIMUM ACCEPTABLE UNLESS
alb
pry
OTHERWISE SPECIFIED BY
{
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R. P
d p'
THE ENGINEER.
DISTURBED
� P ,
p' C
CONSTRUCT TOP OF BERM ' A
MINIM F" E F E
C) BELOW
35.93 Acres
U ON LET
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THE SHOULDER OR ANY
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DIVERSION : POINT..
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s
IL
GIS DISCLAIMER
,. T�
WA A
ECKED
H
BY _ MCW
1:11 MacKenan Drive Cary, North Carolina 27511 t[. 919-469-3340 fay. 919-467-6008 wvw.w hr r �v n�f am License Na. C-0832 CONSTRUCTION DETAILS
64 OF 64
SIDEWALK
SCALE: AS NOTED MISCELLANEOUS DETAILS