HomeMy WebLinkAboutzS-0166SetEx 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
t r r
Al
r r r a r -r r r r r r A
(KING COUNTY) AD - - SOUTH
11 C 77 RAW ' / 30'
/
EQUATION 1
R/ NAKONISH I, J.
W I
TRANSAMERICA ZI I 1 14 +25.52 BK= / 3315
15 +58.54 AHD r
I
20's Asphalt / r I
S.S. Raad -y BOWER,' R.B. I S.S. ) 1
L j 3303
aW M.
0 /
0
- -
- � 75 PROGRESSIVE INVESTMENT CO. INC.
s c-- r-- 6_' c 20 w / 3211 I j
_ _ 340
_ s I I Z SWANER, L.A.
d PP I � Contact Resident Ll1 5 r S.S. 1
wMs rr¢ (j 0 ] Install MH #7 I o I Ss. for stub L... lion I
s E d E 1 I Instal I- 339.64 LF I I
i 63 E. 12" Con 81 COMER, C Install ° 1 E a� i I S.S. 8° Conc. Pipe I S.S.
O carverr I MILONAS, A.
(St. 13 +223) 3023 11 157.83 LF Install MH #5 ;� o 0 0 0 - 1
3 w 8 "Conc. Pipe '� w w - ss .dl Restore Fences to 0ri9inal Cananon --►v CULP A.L.
I. o A Sta 20 +08.71(K -2o) �'' s I I ,
.. ;x I 1 3411 1
_ _
Tee 11
_ -- -' Sta 25 +40
-__.._ 1
- U S.S. `o IOnI Install Ora MH46 I - -�6''MH Sta 20 *90 -' {-- c 6 Stub 8 6 S.S.
Stub fi'Stub N 8__50 09.4'W_- _St ee �_ #
St. 17 +16.37 (K -17) stub Tee N 3° 42' 36.3 W % iub
6 Riser �.. 6 19 +40 - -_ --• Sta: 21.75. 6 T 6' S s 29 7
I F AI;m' -6o std. ,�syr - -a �1. sue. +5o Stub s ±4 =# pia Staai M59.7 (K -19)
s -rife 6 S
m m � �! of w o -._. _. IPS�sr irrr a Y rr .. -St 2a +p .. -
3 17 +90 61MH Ts ry TT Ts i N N {
NIRK, J.E. v m 171 'E 2fi 522 �i .T's a' 7's 1nStall MH #3 m �� ?0'36.3 "E
ffA1/ . �. a.Stub N 1°
� ffff� S.S.
T's Install MH 4 I rm
fy- --� asMr # I I Existing MH I
-�- I - 71.43' Sta 23 +01.94(K -z1> I Sta 26+20.13 (K -z2) 1 m ass #
-- 6 "'Stub I$ 1 Lot 4 Install-44.98 LF �, Sta, 30 +04.75
l 1 8" Conc. Pipe 0 1 Connect East
s" 0 op• stun Instal l - 292.35 LF I I I Install - 318.21 LF ti
CO Derail in Specifications) 8 ".Cone. Pipe r - 1 8'" Conc. Pie 0 Cone. -- _
COMER, C.B I p \ Ex. e°
3101 - 293.25LF
- E 8" Conc.
NOTE' -
= =1 -Ex 30'•
8 "' Conc. Pipe _ \ Ex. MH
e4z S'S.
j NOTE \ Inv. 50.94 m� 1r cm�P stun
Change of I
L
SM
ocation �. I �
6 "" Conc. Stub shall consist of: e.. storm MH
1 ZIEGENFUSS ADDITION w "I PI
1 I I- 8 " x6 " Conc. Tee OR 6 " Short MH Stub I _
E
6 LF Min. - 6'" Conc. Pipe @e 2% Min. Grade PLAN N - F} �, Lot 5 y I
- -- - I I- 6 "" Conc. PIUg rLN�Y U a
Stubs shall be extended to provide Scale: \`
3.0' min. cover ° I
Instal I -M H *7
Sta ° 14 +25.52, BK , :.
Sto 15 +58.54 AHD
Install ,Drop MH °`6
Sta 17 +16.37-
100 -100- -100'=
-- - -- Existing Ground Profile
ov¢� Install MH #.5.
0+2o Water ° dne'3w
oz3 Sto 20 +08.71
-90-
^
90- i6 Gas Main -90- Existing MH *'I
Sta 30 +04.75
a7.3er -- --- -- ------ Connect East
Wsss�rrrrrf I5Z 63' -g "Conc. Pipe " 3101 _ + - -
Z _ -
S= 1.47% e4.z� Install MH #4
Inv 81.27' d9rvewu Stu 23 +01.94 -80-
' 80 Inv 85.22 Inv 85.12 Y -BO- -
Inv 82.80 Install 6 Cone. Riser Stub Ww�Izh
Install 6' a � 45° Conc. Drop Stub 15 LF -6 Conc. Pi wWti„w
p � Y �� Install MH #2
(See Detail in Specifications) ' - -- D
w/ .Plugged 45° Bend -
'
St. Is+so '' -_ �a,,�'� Install MH #3 Sta 29 +59.77
3211 - `� Sta 26 +20.13 -
I 292.35' = 71.4370 - ' -70-
h r
-70-
�° a° Ground Profile
S= 0.58 / :--- - - - - ---
+ ' -- --
„ Q s 2 Inv 69.95 Inv 70.00 rs 8•• s0 93.25 -
Inv 68.30 - Inv 68.20 g��i q� Pi� - I - - -- _ _ r ___ ' [Existing
- -- _ marsh
..
_Y� -ti'tl t'3'3131� _
60- �
L6 CID
� -60- yssrw s � ®lases _ 318.21'- g„ Cone. pip.
Inv 51 14 --
44 51
N r® srrrrssrrsi�rrrrssrrrrrrsrrrrrrsrsrr " e Conc
LC) { :+ - S= 1.21 % srsrs'rrrrrs 339.64' -8 "Cane. Pipe
Inv 58.05 - Inv 57.95
50- -50- Inv 54.09 - nv 53.99 -50- 52.05) Lin, 51.95
14 16 17 18 19 20 21 22 23 24 25 26 27 28
C " 5 29 S - /b6' 30
TALBOT ROAD SOUTH
PROFILE
I DATUM
Scale: Honz I "= 50' L.1. D 27 9
N.O. S., Vert: I "= 10" o^ e o, \s
�r SANITARY SEWERS
8L ROSS
AUG. 1973 5-166
AS BUILT R.C. /2/74 BLR
- AS SHOWN 377
2 2 ,
_ _ �
44 4 n ' n n ra ® "" -- � A t e- 'Mr-' /® I e e ® ® r` 17 A rl 4n 1 1 1-1 in 4 / 1 C'. 1 !` 4 "7 'In