20140813 Ver 1_More Info Received_20140922

{
y
rrr
PHbP tt -15
RIM 555.5
.5J ~r ►►��.s�+� OUT 552.75
58557
366
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r 561.0
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1 / SECTION A -A. SEE i i �jj1 a
DETAIL SHEEP C
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WALL 9
�-
r CONCRETE
ABUTMENT SEE RN STRUCTURAL DRAWN
PECK TO ELEVATION
9]2.0 AT
r. - �TlA(fYlAi SLOPE Q 5X.
54i.a
5aa.9 �� l
7.9 1 12• - - f
2 £LU 1{ ll
! I'cAx 1 y l6WgpfSEPRr_
C - .IYH!OT8(�
HOPE O
1.64x - IsroAx
360.2 1
16' RC` O 0,5X
\\
PROP n -16
RIM =506.5
M oVt = 563.15 -
30' 15'
. HOPE\O 1.67X
x596.5
66 V OF 4' MF7AL
FENCE SET 1' OFF
EDGE of PAVLMEW
Imcc
1.1
572.0
`
575.0 iW ,�
\ 573.5 iw 7{o4
` I6 N.MAR 3�
PROP CO-) 3
RIM =587.7
3 Po5ERS
�, O 05' 576.5
1TALL A ._ - -j
-�-
597.0 f 542.5 fiw ~
_
5850 -.-
\' 0 rl
� 1
WALL 9
�-
r CONCRETE
ABUTMENT SEE RN STRUCTURAL DRAWN
PECK TO ELEVATION
9]2.0 AT
r. - �TlA(fYlAi SLOPE Q 5X.
54i.a
5aa.9 �� l
7.9 1 12• - - f
2 £LU 1{ ll
! I'cAx 1 y l6WgpfSEPRr_
C - .IYH!OT8(�
HOPE O
1.64x - IsroAx
360.2 1
16' RC` O 0,5X
\\
PROP n -16
RIM =506.5
M oVt = 563.15 -
30' 15'
. HOPE\O 1.67X
x596.5
66 V OF 4' MF7AL
FENCE SET 1' OFF
EDGE of PAVLMEW
Imcc
1.1
572.0
`
575.0 iW ,�
\ 573.5 iw 7{o4
` I6 N.MAR 3�
PROP CO-) 3
RIM =587.7
3 Po5ERS
�, O 05' 576.5
�INV IN (15'} 584.05
INY W 584.05
yprys �l
O 05'
579 -OS
572.0
M
R..
w
r
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w
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a
- 27 LF OF METAL
FENCE SET 1' OFF
EDGE OF PAVEMENT.
X7613 \ '57901
557O E
\ \ \ \ \ \\ O OS \
579.01
y, PRaF'' pl_12 596.0 TW 18•.% 1A'iYP1AR \ '.`T4.5 I
\ TGAK 1d'OAIr >q5 'F 592A EIW 1 CI
a �, gyp,,,y,' tZ•LL41 �, RIM 587 -5 6' S RISERS
GAR IZ'OAIf INy IN =583.0 59BS TW O wN
1.0 INV IN (187 a 583.D 544,4' 592.0 O _ - 'FPHA4 6 RC.ENS x78.5 8w - T
tg4� INV our (1a-) = Sa3A 392 -0 - e • 0 0.5 5915 TV(
_ WAIL Y � 5as.9
3' MONO 5943 - - �Ifi'NILX09Y �Ifi Flt
SECTION 9 -0, SEE 2!'CAN - --
DETAIL. SHEET C -3 + \ �971, 596.5 TW 5945 w L 36' - 16' .i0-'1A Ffk1AR. \
i
8'm'd 'K,� STEPS 6w RCP O 05X SBB.BS 16 'WA
Off)EPotY
If'PaK 1 59e.15 ~ / 594.5 iw OI,Tv`1a'OAH
\ ` HIM OP 5855 .597.9 'S' A• 590.5 Two - _5
\V 1 4 INY !N (157 - 392.44 �. ` / 5945 Tw 1 569.0 9N
9
i - NOTE: SEE SHEET C -7 FOR
GRADING AND DRAINAGE PLAN NOTES
w
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P ROFESEIONAL6PAL
FULL SCALE: 1•- 90
0 3D BO
0= FULL SCALE
ED
1' =HALF SCALE
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PT I. DATE:
QC.:
Q.C. DATE:
DRAWING NUMBER:
C -7
PROJ. NO.:
20110214.00. RA
PROP FES -10
i
1 I2MW
INr IN 08) = 562014
597.0 f 542.5 fiw ~
_
Tai
_
INV ELEV. = 562.0
C1A55 8 RIP -RAP APRON
1
1
INV OUT (1R') = 582.14 7 RSERS
` 4 0
1
�%
`,.4s 3sbu;
OMB
PVC
CLEAN -OUT,
391:
1G' L I.5' T (EATEND STONE
1
1
�
-5'
/
584.5 iw
344.5
s90.D Rw I 0
SEE DUAL
-390.1
�T --
s
TO 0,5' DELOW TOP OF DITCH)
j
1 '-
tr.
5' LANDING
591.0 Rw
.., -
ON SHEET
260AK
! ��
C - I6
y
•.
597.5
'&
594.5 7� r
2Y -OAKS.
,
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M
i g0
26,cm
&
4\ 11'PN1
590.25
`-
1 44111!
Il
597.9
-
1,
\
390.5
[
i 1
598.15
596.0
\
la'M
P0•riAr f PVC I
q;l
1
L
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•'
CLEM -OVT.
1•` ! SEE OETAL ON
1
I
397.9
SINS
` / SKEET C -16
J
/
5:2
7
I
i
II lK.GMOW
PAVLMLNT, SEELPDETAIL�ON
SHEET G -19
59J-
1
1
6' PERFORATED EDGE
RAISE GRADE
C589.0
TO 595.75
5q4 Y
RROP
54T PAIERSNDFTAL ONRYSFHELET
INV IN (187 =984.23 C -19. CONNECT TO 01 -15
_J
ITN OUT (187 = 584.25 '^ ^gyp
3L 0.^x 8V1L Ir1G
1
\ \
_
Of -15
RIY = 559.25
22'ul fflr
INY OUT = 584.54
rz.wM INV IN (6' FVCA2)= 586.75
l
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ASPHALT PAVEMENT
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9
i - NOTE: SEE SHEET C -7 FOR
GRADING AND DRAINAGE PLAN NOTES
w
U1
w
z
U
- FOR REVIEW ONLY - NOT FOR CONSTRUCTION
�D- KI�V1�V
T}rrpeMbn + Water Resowoes
UMm Dwmk PON M + GDOrrirlM
fill a cotorleao Dram
Chl kM. NC 29205
N) 701.939.5348
wxw.rrlodltlgarl.caen
rcl��Tla rmr.
P ROFESEIONAL6PAL
FULL SCALE: 1•- 90
0 3D BO
0= FULL SCALE
ED
1' =HALF SCALE
a
o�
L'9
LV
a QT
j o rc
E o
W
i it cr
NI I
cr Z
a g
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Q
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LU D U
LCw�
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CD
LU
Lu w ¢ M
T
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z m
Z F a
co N
2
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Z Zsz
mmo
a �a H
PT I. DATE:
QC.:
Q.C. DATE:
DRAWING NUMBER:
C -7
PROJ. NO.:
20110214.00. RA