HomeMy WebLinkAboutVA199600002 Other 1996-02-06REVISED
FHWA FEDERAL AID
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REGION STATE PROJECT
STATE SNEF1 N0,
ROUTE PROJECT
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DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
SEE SHEET 3 FOR UTILITY OWNERS NECESSARY BY THE DEPARTMENT
Constr. C/L Rte. 682
A - 22' 37' 40.4r Lt.
D - 11.46333'
T - 100.000'
L - 197.394'
R - 499,818'
Constr. C/L Rte. 682 PCC 305.85.690
d - 44' 06, 25.59' Lt. PI 306.85,690
D - 29.75047' PT 307.83.084
T - 78.020, LS - I8V
L - 148258' E - 0.08 O
R - 192.589Appr
' V - 42 MPH ox. Location
PC 304.37.432 Surv.CIL Surv.CIL Sanitary Drolnfleld
43
P/ 305.15.453 0.41'40'08' LT. 0.25'03'58' LT.
PCC 305.85.690 D • 35-37'45' D-10'36'37' ept� Pond
LS - 140, T • 6120 T-12o.D4' t Sit ,0 a
E - 0.08 • 11695' L - 23624'
L 'c� \
V - 26 MPH -16.95R - 540.00' �e��
oK PCC • 305.53.35 TM =73-ID 8Surv. &
Constr. C/L Rte.
ICI PC - 304.36.40 PI.306 73.40 682
o
PI.304.97.60 PT - 507.89.60 JAMES G. & LYN W. RICI: w c �--Or57'44.00' LT, lzz
PCC - 305.53.35 �' DB 784 PG 624 �' , o -6 D 0.81767
E� 'O o a 10.474 AC. l T - 120.000'
5r sA c W, L- 239.976' LU
0 e Fed. .\ �� ) . a Elec. Esm't. DB 1/68 PG 3 /cL
R - 7007.171' o
•��'� KNII "� Prop. Perm. Slope Esm't. o v Tele. Esm't. DB 499 PG 478 �"� LU ° u� : P/ " 3l0- 690 0
0� ,�v N�. 3 �' a� c� ti v Pl 31/ 44.590 +I
3 296 b ,, K, Tele. Esm't. DB 381 PG 374 �t +I PT - 33122.64.566
R'W DB 397, �- • • . • ` Elec. Esm't. DB 348 PG 53 " io W LS - 220' °o
wet w m . ; o cn ►n E - 0.0278
V - 70 MP
M I to �b 2�o � +� o -Story Brick & a
�o •� �� N �� 0 43' j 25 1-Sto From DwellingCl- o F
25 c, C60 ry FT. Elev. • 7 0QL
lingPro . R/W +2 - yip, c [88] [46]
03 _, 25 33 90
p c� J o �, Brick z
J
Ex. R/W Dh97. PG 296 ` \ 1 " �� mr W �o �/ Q' 25' 33' •24.59 Caroge 3Uj
\ S., \ S\��S S \•4�� °0 -� [88] [07] Prop. Perm. Drain. Eset. '
`�• °
�. � � O,�tit pitch Re ^'d -' ; K i` •61
o
Approx. Location
Prop. RAY
.
032 Sonitory Drolnfleld
I nr r3c:
Ov
GRHCE H. PAYNE ESTATE
WB 58 PG 734
DB 227 PG 523
1525 AC.
Elec. Esm't. DB 600 PG 482
`v
Tele. Esef. DB 499 PG 494
Tele. Esm'l. DB 381 PG 385
Stotlon to
506.80.00
Side Ditch
I
Guardrail GR-2 Req'd. �' (• Ditch RI>�)� ; o `, �' ,Sl� S 3 0 22.
• a P17
rop. Temp. Slope Esm't.lrop.o \ 881 �� ti I IPF
Constr, C/L , �.88� St'� �. EC-2 Req'd.�o� , Gr el� 25'
h' K -• Prop. R/W C 331 W 4 ,.- , / - •64.57
-- - -- - -- -- - - - - - - `- 35' R' �St'd. E 2 A.-Ff Prop. R/W
-/------------
tn`� �i -xca. _ ' `_ - - -�a�i -- tt1rQ��v�l•Ifr _ ;• !�r � !` �' - - - - �- ° Cr IL
Alc
3 1 VA.
o
Surv. &Constr.
Approx. Location
C/L Rte. 682
Sanitary Drolnfleld
1
d - r 28' 24.00' Lt.
,
D - 1.05323'
1
T 69.9 '
L - 139.887'
TM '7 3-IA
R - 5440.000'
i
1' • �1 `�
FRANC;
H. & v
PC 3l3.46.693
Cc
c
MARIAN3.
LAWSON
P/ 3/4.16.640
PT 314.86.580
v
DB /Ul
PG 232
LS - 130'
- 362
N °
•°
2.()13
AC.
V 70 MPH
W
Tele.
Esm't. �6
499
PG 478
v�
Tele.
Esm't. B
381 PG 374
w �
Elec.
Esm't. OB
348
PG 53
N :
b' V)
I-SFrorm
I
o
Dwelling
cn
FT.
6
0
v�
LnI-P
I
o
I
W
3,
�\ Z5 o
_ St'd. EC-2 Req'd.
vAl ` ,' W - 4'
1 I � •.
I I
25' ; 25'
•46.69 ; •8660C
End Pro], 0682-002-P3
Sta. 3/5.00.00
501
/ T M =73-4A
JAMES S. & MAY
LAY FU
DB 512 PG 526
132 AC.
Tele. Esm't. DB 499
PG 593
Te/e. Esm't. DB 383
PG 363
N
Elec. Esm't. DB 348
PG 278
a,
0
25' "
•7I.26 4 g
ti CL_W
Prop. R/W
15'
• 72.70
KII/ 1)1( VeV c,/I_ -
` t ,� 6= Ex. 4/W OB 757, PG 24
Ex. R/W DB 690, PG 673
oP °r �'/� 3 ` ; Prop. R � , o o Gravel ; o ( SYd. EC-2 Req'd. _- o
oo� •94.55 N �, - 1, .. v ` ��� W - 4' 'Si,86 Pr p. R/W 25,E N Prop. R/W •77 o N
P
�,�,,�h o� - �W 1 Prop.R/�N a �,���-�� 24.4r 25, •46 ,� •28.35 17.77' 1 , _ -
6� �y , yyood °o IPF 3 2., IPF • offered 12' , 13.53 N 038 IPF 5 TM 73 4C
•69 ''' 4 '` I c p%/_ 25' % •24'i9 64.57 P ars IPF •7728 o
0682-002-P33 I !1
C50/
T e - � M '� _/" 25' TM =73-3 Cn W KAHLIL &
o 1 25 83.08 ,Y, 25 CI NDY R. HAMADY
3
- �'_ : ,, EUNICE E. WHITE ti SfOR; OnC. �q�Q1, �1 •l0 25' 1 ` 1 Deck o ,
Wall ,°' �`t✓ i' � •78.67 DB 1031 PG 336
2-Story 1 •33 45- z "' �` IZ? - v; o Gt� 3 DB 457 PG 554 `,
2-S Std. EC-2 Req'd. L 0.5/ AC. 2.969 AC.
o
Frame v �, o W - 4
1 N � I.f1 � M
p,,,/ellln9 1 •4/0 o o, -'' Tele. Esm't. DB 382 PG 5l0 M Te% Esm't. DB 383 PG 363
_CO3-C,�`�`Elec. Esm t. OB 348 PG 160 tr, Stec. Esm't. DB 348 PG 278
__��_
Side Ditch l?eq'd. 54' g `�
,o Z
St'dEC-2 � Feq'd., Q /.� .o c .23 i, z �� U,� \ =' ►�� TM =73-18
a q? o - T M =73-I
.,UV I I I,flle Sheet for elevation
Stotlon Slde C.Y.
308.IODO Rt.
Note: Erosion Control Stone to be placed
In accordance with St'd. EC-l.
0 Denotes Proposed Pavement
n n n Denotes Temporary Filter Barrier Req'd.
,.n Denotes Temporary Slit Fence Req'd.
Fq_ _ _ _ - Denotes Construction Limits In Cuts
[F7_ - _ Denotes Construction Limits In Fills
Note : Figures In parenthesis and dot - dot - dashed
lines denote Temporary Easements.
Note : Proposed Rlght of Way based on Construction
Centerline.
^`-) � o b a Prop. Perm. D In. Esm't. VV'YLIE R..,OOKE,
for Constr. & olnt. of Outlet Ditch DB 968 PG 488 ? ,'' - , - COLE W. SANDRIDGL &
o \ �• a o 034 5J56 AC. SiorY F r • _ - - SHERRY LLOYD
TM •73-IC Tele. Esm't. DB 499 PC 478
2p,1elli�9 6ie� DB 911 PG 83
Outlet Ditch Req'd. MARK J. & v, Tele. Esm'f. DB 38l PG 374pprox. Lpr°lnf geld 8.41 AC.
Elec. Esm't. OB 348 PG 53 so Elec.
EWA I. SETARO Elec. Esm't. DB 971 PG 51/
c DB 748 PG 007 Tele. Esm't. DB 499 PG 478
0z 5.038 AC. o �' Tele. Esm't. DB 381 PG 374
c Elec. Esm't. DB 348 PG 53
Tele. Esm't. DB 499 PG 478 � c o
toct o Tele. Esm't. DB 381 PG 374 �=
c � v CI r- ✓a nn .n �-
W �0z
Ui
� �� C
O C �� o C Ci
��
W 5 t -) 6� t 2 F�. o b
��' b I V Slde Ditch W o
�►n �'V c i NNr�jLu
v r\ W I
Outlet Ditch
�Ilj
10 & Var.
f
Stotlon Slde C.Y.
307.25.00 Rt.
309.00.00 U.
Statlor to Stotlon Slde C.Y.
309.00d o 309.80.00 Lt.
-co -9L
9
57
SCALE
0 50' 100,
PLAN N0. POJECT I 0682 R002_P33 I FILE N0. I
SHEET N0.
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