HomeMy WebLinkAboutS-016601Ex 12" Conc. (Stu 13.22 +)
TRANSAMERICq 77 culvert
VICTORIA I O TRANSAMERICA Ex. 8' C. I.P (Sta. 1.8017) 77 ®� Ex. 24" Clay to 20 s Asphalt Roadway — — — Q T P
1 I Culvert �1
abanaonea). o P/L x
PLAT �_ -- ,t�• -- __ 8 °° Stub To P/L 30'
-- 8" Stub to P/L -_ -- T.e
PARK / T 20'1 Asphalt Roadway 38' CMP (St. 6 +99�) 8 Stub t M
�A e 130 1 0 over _ --
-- T.P E MH yTP `e -�� - - - -__
- --- h I v 10223 �� — -- - - -�� S .. - --
Drain k.r� __ _ - TO a, #a l 'G W —�
_ TP
N
" _ c T. P. 1I
® ___ L m 7° 19 12.8'W - _ _ 20- W
3 � ® � ° 54
_ -� -6__ =Conc _o,__., aP' _: -- 1 4w..s��8 „ _ _ v' SI °53'16.4 "E tO N m-�'�6 �_ 16" G .y 18' G
E 4MH -- 16G _ ____ _ - 16'G _______1 ____ E 20 W _____ zo w - -- - - - - -- -- - - - - -- --- -- - - -- 16 c - - -- -- -- - - -- --- -- �y In Install- 358.93LF Install MH8
Ex. MH i Existing MH #ll 8" Conc. Pipe 36 -- - 16 0 Sta 10 +72.85
Inv. 9931 I !W 30 Existi dll Sta 0 +00 > O 50 ) _F IL f- I
Unplug South
I.R. �dl Connect South Install MH 10 �� Install MH #9 O Z 1
O Ins oil LF
0i Plug West Sta 3158.93 NIRK J.E.
Plug West n esmr. Sta 7 +16.83 - I zl
Re- channel Re- channel x173 ) u esmr. I ��__ + 8 °° Conc. Pipe w
, ><� 83.14'
w
Ex. MH
Ina 89.32__ -'x. Conc. I Install - 356.02 LF
- ------ - I 1 X
I 8° Conc. Pipe +
MH BSMT.
TO EXISTING TALBOT Inv . 9a07 76.03'
(
CREST LIFTSTATION Install- 357.90 LF I 1 s
8" Conc. Pipe 4' Crushed Surfacing 4" Class "B" Asphalt Concrete
� I
Course x 6" Crushed Surfacing Course TALBOT I ROAD S. H
zoo
nX
Ditch
/i. / / i / / / / / / / / / / / Existing Pavement
Compacted Backfill Material )
Variable 10' Minimum 'Lane Width
Shoulder Pavement Restoration width to
- I Width be determined by trench location
I
I
TALBOT CREST LOBE, E. J. 1 LOBE, E.J. I HAWKINS, J.M. i REEVES, C.W.
PLAT 2709 2819 2825 2921
1
TYPICAL CROSS- SECTION 1
FOR
( ( I PAVEMENT RESTORATION
No Scale
PLAN
I Scale:
Existing MH tt I l
Stu 0 +00 — 120
120— Connect South _120—
Plug West
�* Re- channel #
Install MH 10 -
I;1 Sta 3 +58.93 Install MH #8
110 —
11 0 Sta 10 +72.85 110
+ Install MH # 9
---------------------------------
Sta 7 +16.83
z
Inv 109.17 I i I Talbot Road S. Profile
8 "C.I.P C l e f-
_ _ __
100— ���_35a. ® C (Abandoned) - -_. _ 100 100
# - Inv 102.14 ¢iss I - - -- -_ ________
- Existing MH 12 S =2,56% ����� - - --
Unplug South 2709 � � - ---- - - -- -- --------------------
--
--- - -- ---- - -- - --
�s ®s 35790 -8" 12" Conc. 90
Plug West 91.13 o vv ® ®® ®mss coot. Pie ROCK Culvert
9 s® 0opa.ev�'3 ®a ®® ROCK
°��e� ®a�a I ROCK 356.02' 8' Conc. Pipe ROCK ROCK ! ROCK 352.67' -B' Conc. Pipe
90 — Re- channel —�0- - - ® ® ®o--------- .. - -- --- awe ®s�mm�e I r- - --- -- ---- ----- --- a— fs�fe�
Inv 93.05 - - Inv 92.95 I I - 5 =0.40
24' Clay to 36' CMP Il Jl J
- 2825 Culver}
83.14' .
80 _ 2819 _ 80— nv 66.25 L,r 88.15 nv 86.73 Inv 86.63 80
78.83'
2921
' 76.03 U
Q
70 — 70
— —70 4tiyq��.'"
- aPQ OF WFSHir `!Or, w
a
60— —60—
50 — — 50 — � 50
0 1 2 3 4 5 6 7 8 9 10 11 12 S-165 13
DATUM PROFILE TALBOT ROAD SOUTH
°i Scale: Harm I °= 50°
- -'
I
N.O.S. Vert. I ° °= 10°
LAD 279
SANITARY SEWERS
I AS BUILT R.C. 55/2/74 BL ROSS AUG. 1973 5-166
BLR
Mme` AS SHOWN 377
1 2
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Al
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