HomeMy WebLinkAboutzS-2818Set? I I \
I I
1 \
� 1
� 1 S
°J I STA: 4 +19.22
- - - - - - - - - - - -�-- 11 OFFSET: 124.,gk L
1� INV EL V. 230 \ F4,0
J FG EL V. 234 \ 0 2 °L� O9%
oW s A'S'
`9ti s ST NOTES.
ALL MANHOLES SHALL HA VE
W
to c/o ! - - - - - - - - , ='1 �98� ROUND, SOLID, LOCKING LIDS.
STA: 4 +11.39
z OFFSET.. 38.28 L ^ , ' ALL TRENCH RES70RA TION
STA: 3 +14.38 1 INV EL V. 235 \ \
�+ i OFFSET. 48.06 b FG. EL V. 240 SHALL BE PER ;'CITY OF
220 , / RENTON TRENCH RESTORATION
FG. EL V. 224 \ AND STREET ".' O VERLA Y
O ' / \ REQUIREMENTS.
L , 6" PVC S7L'B TYP. f
M
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)
STA: 22.27
OFF T.• 6.52 R
�/�d
j
STA: 3t2y.1�1
io
IN ELV. 235
OFFSET,61.96 L
= 14.00
\
\ ELV. 240
-2 0��
N
'w
(j)
INVLV. 222 j
FG L V. 226
n
\
a�
02
(j)
K
K = 2.86
W. SOLID LOCK.LI
(TYP) +d
,-
�
�N
Q G
w
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STA 3 +85.06, 7.
�
6
STA: � +1398
OFFSET.." 3384 R
Ivry o z
I
;a
N
INV EL V. 235
FG. IELV. 240
40.00' VC
RIM EL V. 233.1
39.1 LF 6 "PVC ®230%
mN
6. u'x 61--
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1
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o
1''Y,1{JniVjn'
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PROP. SS MH //3I -2
48" 0 SEE DTL. SHT.13
o-1
3185.06, 7.5 R.
°+°
v N
ro
N
S TA. 3 +54, 9.9' R.
40 Dl. . 1E. 221,40'
o a QL
a
RIM
RIM E4 V. 233.1
INV. V. 226.0
a - - - - - --
A 3
FL
N
a I
1 Ili --
N ( d
a w.... .
�- V
I
I
�l l-/ A L F l 99- /? 0'
GRAPHIC SCALE
a 0
( IN FEET )
I inch = 20 ft.
frrEl [Ell
E❑
El El
REl El 1:1 El 11
❑ ❑ ❑�
TA 13 +54.0, 9.9RT.
_ H !E 224.77
S IIE. 221.40
.71 CLEARANCE \ 10"
STA: 4 +19.76 9,
I
OFFSET 124.47 R
1 INV EL V. 240.0 8 -3/4"
FG EL V. 243.5
I
I �
1 �
1
1 7"
-- - - - - -- -- ------ - - - -3- -
12"0 Sr.
GG - - -- - - -- - -- 64� - -- 64/ - 14V
-GAff,�t (o - - - --GA -':3--�- - - -GA +--o � -
\
� � 1 44° SEE DH I
TL. SHT 13 IBRONSON PLACE E. PROFILE
STA R +53.37, 2.9 LT
.\ L RIM ELV. 215.04 280
n ° INV. ELEV. 207.24 STA. 3 +2Z6, 38.9" RT.
\ (� WA. !E. 221.37
o SS. IE. 219.56
s STA 2 +66., 7.4RT.
s 0 1.1' CLEARANCE
N� SD. EE 211.37
y SS. IL: 209.54
? ° 1.16' CLEARANCE
m !
CD `nF\�� EX. WA. rE 2134
�a.�
EX SS MH #31
S ." 2 +47.1, �'R T.
SD. "'E.. 211.5 STA LV2.13. 39.34' RT.
,SS fE. 207.20
RIM EL V. 213 97
x.63 'CLEAR INV. ELV. 206.37
GUi i O
Z I w rP 27 - 28/8 o
r
24(
DAY L"..' ELEV
200.00
12 "0
FIBER
PACKIr
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
45• (1/8)
X1/2"
RAISE -1 /2"
WIDE BORDER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
5/8"
2 -7./8" 4
8"
15"
CAST IRON RING AND COVER
S a a)
OI /l -A - 1-
Ag M
9470
7
ONAL �G
EXPIRES 6/22/01
m
CONCRETE
CLASS 3000
3/1„
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
REcommENDED
FOR APPROVAL
BY
BY�- _1
BY - --
nV
1 +00
az
2 +00
375
5 +00
SCANNED MAR 3 0 2000
PVI ELEV = 215.03
0�
o
BY -
= 14.00
PROP. SS MH I'3
-2 0��
ro
rn
K
K = 2.86
W. SOLID LOCK.LI
(TYP) +d
��
o
STA 3 +85.06, 7.
R.
v
40.00' VC
RIM EL V. 233.1
INV. ELV. 226.0
cn
o
¢ 1) W
aS
W
°+°
v N
ro
N
S TA. 3 +54, 9.9' R.
40 Dl. . 1E. 221,40'
o a QL
a
S
a - - - - - --
N
N
" S
LL2j
109Z�-
G
W j
U W
j
W
27' CLEARANCE
_
NEW
m
m PROP. SS MH #31 -'l,
SOLID
OCK. LID
o
STA 2 +5337, 2.9
4T.
95.00%
5' CONC. SIDEWALK
RIM ELV. 215.10
INV. ELV. 207.24
VC @14.6
_.
- - - -- -
1.00%
-__-
- --
Et
F
D OF PA ONG. TICAL CURB
CE OF CONCRETE VER
137 LF 8 "0 PVC 0 0.5% SAN.
SEWER
V.Q)
-
N
c�
ryN
ryN NN
NN
NN
NN
1 +00
az
2 +00
375
5 +00
SCANNED MAR 3 0 2000
Lo
oLD
_j 16
`ETA: 4+19.22
OFFSET- 124.9
INV ELV 230
FG. EL V 234 00, is
(D LLJ '� s�so NO TES:
0 /0
ALL MANHOLES SHALL HA VE
ROUND, SOLID, LOCKING LIDS -
STA: 4+77.J9--
OFFSET: 38.28 L ALL TRENCH RESTORA TION
STA: 3+74 j8 0 INV ELV 235
(D �__OFFSET- 48.06 L' . FG. EL V. 240 SHALL BE PER CITY OF
IN V EL V 220 REN TON TRENCH REr 5 TORA TION
FG. EL V 224
AND STREET OVERLAY
<
co
--
REQ U I, - , EM EN Cv N TS. 6" PVC SF-13 (TYP.)
STA: 4+22.27 0
orFvT 6.52 R
-STA: 3 +2 .21 TL V. 235
OFFSET 161.96 L WE V. 240
IN V ELV 222
FG,tL V 226
0
@
(t
S TA 4+7393
OFEtT- 33. 84 p
INV EL V 235
224.77
FG. !ELV 240
00 39.1 L F 6 VC 023.0%
T 3+54.0, 9.9RT
WL A . _i .
-j SS. IIE 221.40
s --
2.7'I CLEARANCE
F-
PROP. SS MH f3I-2 STA: 4+19.76
FFSET�, 124.47 R
48" 0 SEE D 7L. _5H T 1 J
; // INV L
'ON E 240.0
STA 3+85.06, 7.5 R.
FG. EL V. 243.5
RIM E4 V 31. 1 233.92
61 0 INV. ELV zz'6 8 -225.5
vi F
, . ....... Yl if
161.9 LF 6"0 PVC 916.25%
A
- - - -- - -- - - -- - - - -- - - - - - - - - - - - - - - - - - - - -
CD
g
o Iq
1-
d.
2 rcr
114 1
t"v - - - - 14, -
40.00' VC
STA 3+85.06, 7_5
_4112i�ocr_ 4 5- (T-
N_
PROP. 4H f31-.3
48" 0, SEED HT. IJ El -
STA 2+97.0 16 08
n.
a_
Q
Ld
O
m
z
0
I
V RIM EL V. 219L 89 219.70
INV. EL V 211 4 9 210.65
ul
PROP. SS MH #,31-1
BRONSON PLACE W. E. PROFILE
48" 0, SEE DTL. SHT IJ
STA 2+51.41, 1.20 LT 280
RIM EL V. 219 04 274.90 STA. 3 +276, 38.9'RT.
INV. ELV. 207.24 207.70 W4. 1E. 221.37
SS. 1E. 219.56
STA 2+66.0, 7.4RT 1.1' CLEARANCE
SS. E 209.54 4 -
1.16' CLEARANCE
EX. W4. 1E. 213.4
EX SS MH 11,31
\3-) STA 2 +47.1, 0:"8' RT.
SD. IE 211.5 STA 0+92.96, 39.34' RT
SS. fE. 20720 RIM ELV. 21397
3.63' CLEAR INV ELV. 206.37
A I11
LE
0 --C-\
z V \ (Z)
24(
DATUM ELE1,
200.00
Li
GRAPHIC SCALE
2
IN FEET
1 inch = 20 ft.
12"0
FIBER
PACKIr
3/4" SQUARES SPACED - 3/4"
AS INDICATED HT. 1/8"
0 45* (1
❑ El
El 1, 2
I/[ P-1 El EEI El D
El - 0
Lj
F
Ell
Eli
RAISE-1/2"
WIDE BORDER
o" PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
5-3,
2 ,"87 4'
__3
8"
CAST IRON RING AND COVER
� H. 7•
of WA
0
470
S`SIdNAl
EXP[f2E5 B/22/O1
PV1 STA - 94-A13
m
CONCRETE
CLASS 3000
5,'4
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
AS -BOIL r NOTE.
"AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINAIERS AND INFORMATION FROM
CONTRACTOR.
7400
2+00
LL li 6:'9 F R 21
3+00
Ptq ELEV = 215.09
A.D. = 14.00
K 2.86
PROP. SS MH J31-2
W SOLID LOCKLID(TYP)
40.00' VC
STA 3+85.06, 7_5
R.
N_
RIM ELV 2434-
INV. ELV. z"26.6
33.92
+
'fil-J, SOLID PROP. SS MH ID LOCK-
_STA 2+97, 16.0' RT.
RIM EL V. 219. 219.70
LID
-" �� �3: k�;:
Lu
N
w
PROP. SS MH fJl- 1. LID L
INV. ELV. 2"-.49 210.65
CK. LID
\
2.
rz
STA 2+51.41, 1.2 L7 21
RIM, ELV 6.1 21490
5' CONC. SIDEWALK
INV ELV 9a7__U 207.70__-
1.002'
8"0 PVC
110 P @16.78%
88. 5 Lr 8 4"a
8"0
STA. J+54, 9.9' R. L Et
DL W4• 1E. 224.77' Et
PVC SS. 1E. 221.40'
ooFFPcAovlNG
CONCRETE VERTICAL CURB
37 LF 8"O P 0 0 59-1 SA N- I
SEWER
40 LF
2L.7' CLEARA
n
C'�
IN
p
^
tl It
CN N
N
GN
..... . ... ..
C'4
7400
2+00
LL li 6:'9 F R 21
3+00