HomeMy WebLinkAboutzS-0178SetE N G I N EERING
WARREN C. GONNASON,
D E P A R T M E N T
PUBLIC WORKS DIRECTOR
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1.
SIERRA HEIGHTS ff-nt� p IECT \�
ELEM. SCHOO FR
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1' 'd I I M EXIST CITY LIMITS
VICINITY MAP
SCALE : I° =800'
MH -1
T-7
N. E. 24 TH. ST. I S. E.
I
L O CAT /0A/ MA P
SCALE - I° = 200'
ST. I
pl. e• 1
S- 178
CITY OF RENTON
DEPARTMENT OF ENGINEERING
L.I.D. - 295
COVER SHEET
DESIGNED R DATE SEPT.. 1975 FILE NO.
DRAWN R CARTER -
CHECKED -. S ALE AS INDICATED FIELD BOl7k oqG�—
REVISION I BY APPR. I DATE AFPROVED_. /��"�� SHEET I OF 5
LEGEND
SSMH
SANITARY SEWER MANHOLE —c. = CONCRETE WALK
c� WMH
WATER MANHOLE OSDMH STORM DRAIN MANHOLE
® WV
WATER VALVE o PP POWER POLE
® GV
GAS VALVE F - - - - -- GUY WIRE
Y C FH
FIRE HYDRANT FENCE LINE
❑ WM
WATER METER MONUMENT
—W --
WATER LINE —SS- -- SANITARY SEWER LINE
— G - - - - --
GAS LINE —SD =— STORM DRAIN
CB
CATCH BASIN (100.00) EXISTING ELEVATION
100.00
PROPOSED ELEVATION ❑PB POWER BOX
❑ TB
TELEPHONE BOX ❑JB JUNCTION BOX
OLP LIGHT POLE
GENERA L NO TES
I. ALL
CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH A.P.W.A. PLANS
AND
SPECIFICATIONS UNLESS OTHERWISE NOTED.
2. ALL
UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
UTILITY COMPANIES SHALL BE CONTACTED BY CONTRACTOR PRIOR TO CON -
II
li
STRUCTION TO DETERMINE EXACT LOCATIONS.
1H -6
MH -5 r4
- - -
-
H -2
S.E.
99TH.
ai
w
LLD. BOU
DARY O
MH -1
T-7
N. E. 24 TH. ST. I S. E.
I
L O CAT /0A/ MA P
SCALE - I° = 200'
ST. I
pl. e• 1
S- 178
CITY OF RENTON
DEPARTMENT OF ENGINEERING
L.I.D. - 295
COVER SHEET
DESIGNED R DATE SEPT.. 1975 FILE NO.
DRAWN R CARTER -
CHECKED -. S ALE AS INDICATED FIELD BOl7k oqG�—
REVISION I BY APPR. I DATE AFPROVED_. /��"�� SHEET I OF 5
SCALE HORIZ. l "= 40'
VERT. l "= 4'
0 / 2 3 4
� 1
EXIST. PROFILE- TRAVERSE LINE
p _
O to
O
3 +f
�O
9 /
it
�I 423.93 INV. 8° STUB
II
c_ �n EXIST $- ICJ. S NiFR
CONST. 360.58 L. F — 8" CONC. PIPE 0.36%
S-178
pt was "° G
°°� Fai ;°..r�� •° SANITARY SEWERS — PLAN AND PROFILE
Sf0"JAL. � L. I.D. 2:95
9470 ADAMS VISTA
AS BUILT RLB .1f76 RLB 9175
RLB
/ter AS SHOWN 316
2 5
T L. 53
to
U-
0
N
0<
� W
2 x
J Vl
W W
co
6'
0
3+40.18
HUB & TK. —� 1
MH -2 ""v. w rr
= 3 +60.18 N
440
4_0
(13421)
T L. 72 T.L. 176 _441.97 F F. Q
10+01.79 16 I
HUB & TK
10 +00.63_ �' e
z HUB & TK. M i
Z to
y 9+85.63
aw MH -4
m 20' PRIVATE EASEMENT 6° °W -�
TRAVERSE LINE \
—TREES B� n BRUSH W .,� (}1� E —-� �— M — �_ t
BRUSH
®kh 6..W ---�- ',, - - - - --- - - - - -- -- -- - - - - - -- -__ - - -- I,r� oF5 SE. 99TH ST.
• - _ _ _,_ _ ��Q�,�_ � SEE SHEET 4
- � u
W N W ���WM ��� " -- !!t�t''vi _ _ -°WM - -- - -..� --
"�' W h �� n I "� h� - INSTALL 8" STUB & PLUG
! / /(13510 )
46. 8
F (13434) 442
68
7+ 261 43764 FE
MH I
3F F
U I�
2 4 T. L. 43 T. L. 188
T. L 0 TL. 187
TL. 150 T.L. 123
3 _ 4
5
HORIZ I"= 40' I PHIVATt cv
SCALE: l VERT. , 4 , EASEMENT
° =
6 7
r
tlzh
Ncy
420 0
N c\jI
OD
N N p
S® 178
ci
CONST. 380 L — 8" CONC. PIPE 0 0.36 % CONST. 259.45 L.F- 8 CONC. PIPE @ 0.36 % a CT
SANITARY SEWERS - PLAN AND PROFILE
S�OhRL L. ! D. 295
4470 ADA NS VISTA
AS BUILT RLB 1/76 RLS 9175
RLB
//1. Ff % AS SHOWN 316
SE T 3 OF 5
9+85.63
MH- 4
II
PRIVATE'
134TH AVE. SE
1-i
/0 11 12 13 14
133RD AVE. SE.
SEE SHEET 5 OF 5
wol
430
133 RD AVE SE.
Z
905)
433.84 TL. 99 e III
BSM'T
li
5 jr 2 3 4
(9905)
x hl
433.84
5 z 1+13.00 2+03.00
wm Q) BSM'T MH-9 LAMPHOLE
1+18.00
B CHAINLINK 118 BEND
+ FENCE
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Opp
CONC.'
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p
TSL
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L61FLUM 12 APPLE
5' TEMP
ESM'T
IO'PE. RM• ESMT.
+07.42 15 (9904
MH-6 y 437.0
-q F _ J.,
tu u 436.76
BSIWT
Kj 30'- 1 30' T.L. 99 pv T L. 181 ): L. 98
TL. 6
m 132ND AVE. S E.
: HORIZ I"= 40'
SCALE
VERT I"= 4'
15 16 0 1 2 3
Op
X
440 x EXIST PROFILE - TRAVERSE LINE —7
(9904) (9914)
8SMIr
cj 9905)
M T
-In —BS
4 30 L
fly
—Q.
iz
.DEFLECT JOINTS
MAX. /- TO EFFECT 'n-: cm"
GRADE CHANGE V- v
C6
c\l
CONST 90 L.F. - 6"
CONC. PIPE 4.0 %
CONST 88 L. F-
" CONC. PIPE 1 4.0
CONST 30 L.L.F. - 8 %
C
J ONC. PIPE 0. 40 % S— !78
0 cot
Li` y
0141VII14rTT Sr-Wr-rfO - I-L/41V AIVU I-rfUrILr-
L. / D. 295
AL
9470 ADAMS VISTA
AS BUILT RLB 1/76 RLB 9175
RLB
Allllr AS SHOWN
4 5
16 15 14
(9922)
LL I (9906) 443.18E F
442.24 FF
( (.9 �1 2)
9
9
=442.97 F F
(9926)
, to
442.0
FF
)+00f INT 13 1+90.00
MH- 7
/347-M wl Att s
U)i
(o +05.00) j s
(9925)
114-32.42 W
441.72
FF
(9907)
Jv] F (991))
II r I IIII II c 1 11 441.20F F 9921)
I 44L22 FF
ls I L—i
cs I _N
30, 30,
SCALE: HORIZ /" = 40'
VERT I"= 4'
\13V
8 7 6
d I
926)
(9904)
(9914) 44?-2 -
438.13 F F FF
44L23
Ld 9924)
40.6
owm FE
121. f
sv� 1+90.00
0+00 INT
A
fill
6
6)
04 4
99 8. FF>
43213 1. ]F
I. kliF
G
(0+05.00) S (9925)
13+82.42 W
439.05
FF 4
(9905) (9913) 436.75E F.
4,33.84 BSM T F(992/)
i II F
2
30'1 '0,
0 2 3 0 2 3
Z
CL Lu
co
(9912) 1- F (9922)
L0 (9906)F-F (9 1) FF
0 t 0, (9926) FF
F F
t 136 0 (9907)' (9921) _(9914) FF
0 7992M F
440 4 FF FF FF
440 0 FF
Q
(9925)
L6
9Q c) FF
w L9 4 FF _L_ +
EXIST PROFILE� n EXIST. PROFILE
+ . 0 (9 913)
0 V F I F
(9905)
FF
430 N 430
CY
CID
(M
c\j
CONST 195 L. F - 8" CONC. PIPE 0.50%
CONST 195 L. F - 8" CONC. PIPE 0.50%
S-178
: If SANITARY SEWERS- PLAN AND PROFILE
LID, 295
9470 ADAMS WSTA
AS BUILT RLB 1/76 RLB 9175
RLB
AS -SHOWN 316
5