20190118_290_002_17BP5R66_ut_rdy_uo2_psh_22x34_20190830

DETAIL A
TOE PROTECTION
( Not to Scale)
\ iN FILL
���
NATURAL SLOPE�
GROUND d
GEOTEXTILE
d = 1 Ft.
Type of Liner= Class B Rip -Rap
-L- STA. 11 + 50 TO 13 + 99 LT
-L- STA. 13 + 75 TO 14 + 07 RT
-L- STA. 15 + 13 TO 16 + 85 LT
-L- STA. 15+21 TO 16+20 RT
META II D
SPECIAL CUT DITCH
( Not to Scale)
Front
of Ditch
Natural yet Slope
Ground ?.7
Min. D= 1 Ft.
-L- STA. 11 + 40 TO 13 + 75 RT
1
FRANK D.BULLOCK
DB 1104 PG 773
PLAT FILE 1, SLIDE 28
-L- POC Sta.11 +00.00
-L- PC Sta. 10+00.00 RAILROAD
DETAIL C
BANK STABILIZATION
( Not to Scale)
3'min.
2'
NEWS
GEOTEXTILE
Type of Liner= CL 'II' Rip -Rap
E IsBN 12° 01' 24.2if
S 10°q�'28° S
H RDrE�SR 1412E
S Ol 14
1p0.00' MAILBOX ETA 15" RCP S,
S 05°3a'SO W N II°I7'57° E� Ii I EIP EXISTI G R,
105.0a 67.99 I
N 0�°26'p8E I
.00'
WENDELL W2TABB
TRACT DB 904 PG 866
PLAT FILE I, SLIDE 28
•-----------------------------------------------------
-L- STA. 14+20 TO 14+43
-L- STA. 14 + 76 TO 14 + 99
\'1'
66°
1'6�
.0
CENTERLINE OF
THE CREEK IS
PROPERTY LINE
TOE PROTECTION
SEE DETAIL A
CYNTHIA J. TABB
DB 882 PG 14
PLAT FILE 3, SLIDE 86C
HERBET HAND TTERSON
JANDR. PA PTE90ON
PLAT FILE I, SLIDE 28
QUANTITY FOR EXCAVATION LIMITS IS INCLUDED
N UNCLASSIFIED STRUCTURE EXCAVATION
ri era iirtvv.vy
r'/ "-*)Ta If IV
0
= 5056' 14.6" (RT)
L
= 11 ° 27' 25.8" (RT)
D
= 2° 58' 07.3"
D
= 3° 27' 05.6"
L =
200.00"
L =
331.94'
T
= 100.09'
T
= 166.53'
R
= 1,930.00'
R
= 1,660.00'
�JJs1iZ�T>•L�SK!RIP
(NO REFERENCE)
PLAT FILE I, SLIDE 28
CENTERLINE OF
THE CREEK IS
PROPERTY LINE
I Ut rKU I tt— I IUIN
SEE DETAIL A
EST. 30 TONS RIP RAP
EST. 70 SY GEOTEXTILE
CLASS II RIP RAP
-UP TO ELEV. 261.0 (TYP.)
(STRUCTURE PAY ITEM)
BANK STABILIZATION
SEE DETAIL C
EST.10 CY DDE
EST.150 TONS RIP RAP
EST.170 SY GEOTEXTILE
w-m
QUINCY DONDI SIRUCEK
AND WIFE,
VICKI LOU SIRUCEK
DB 1998 PG 726-728
NOTE:
ALL PROPOSED UTILITY WORK
SHOWN ON THIS SHEET WILL
BE DONE BY OTHERS
'D PROJECT 17BP.5.R.66
MICHAEL D. DEVAUGHN
AND WIFE,
CYNTHIA G. DEVAUGHN
DB 1414 PG 85-87
PLAT FILE 3, SLIDE 92-273
BEGIN BRIDGE
-i - c+„ i��i7
BEGIN APPROACH SLAB
-L- Sta.14+03.00
UTILITIES BY OTHERS
!ff�?1AM09XW19r_AL*7AW.]
-1 - PnT Ctn IQ-I-qjr� nn
S 18°43'18" W
1455.62'
\O 9,01511W
END BRIDGE
END APPROACH SLAB
-L- Sta. 15+17.00
SKETCH SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT
FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-19