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SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M.
W T HE
...................
., w.. va in Z A.0 wNUITC Ir- rr+L 1 1r. r, -
,.,.
_ .. NOTES.
a,
I
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. END lE /S AT STUB END.
FG' 392.25
SSMH 2 FG 392.50
3
FG 394.50 4 r.
I I _ FG 395.50 I r
+43. 0 4.50 R , FG 397.90
.. __ . STA 12 5 UTILITY CONFLICT NOTE.
�• . � � � � � a +, _ FG :398.80 FG 400.10 °•
RIM 49{48 393.39 - I
✓ , ,, 1 N
_ � I �, THE CONTRACTOR SHALL BE RESPONSIBLE .FOR VERIFYING THE LOCA nON, DIMENSION, AND
. ,x O
I 8 IE IN 38A 9� (E)386.$4
I , :� z I �:.,..: � DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
:.
8 /E OUT 386-9
W).3
86:89 I 10 PRIVATE JO/NT Q
POTHOLING THE UTILITIES AND SURVEY/NG THE HORIZONTAL AND VERTICAL LOCATION PRIOR
- -_ UT/L/TYzASEMENT mm 0 CONSTRUCT/ON. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN
" I j T". -
I POTHOLING ALL OF THE EXISTING UTIL177ES AT LOCA77ONS OF NEW U77LITY CROSS/NGS TO
_.......::_ _..__ .......-�- - I UTILITIES AS
G _, _ PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA770NS OF SAID UT7L I
SSMH 1, .SADDLE MANHOLE I � t o � _ _.......... _ - -� -�,
- o t._.. - -r PLAN THE UNVERIFIED PUBLIC INFORMATION AND
TAIL SEE SHEET C19 ? � .3 � ( `• • .,-..� ,.-�. Tt-= .. - T - , : •_:. :• _.
SHOWN ON THESE S ARE BASED UPON E F M
PER DE .reAcre
, �_ , _ � .. .. •. - - -< _ ... � •- .. - - < -- -.. l U CONTRACTOR SHALL
10+05.69 4.50 R
�a •. -.. ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CD T
. STA _ .
N - STRONG CTINGENGINEERS INC. TO RESOLVE ALL PROBLEMS PR/OR TO
!� 6 - - �... <... .. •... - � • ..� .. - ---I- - "OPEN SPACE CONSULT D.R. CONSUL 77 ,
RIM 49:9. 194 92.13 I �: <
,. I - : <�• .. PROCEEDING W/ TH CONSTRUCTION.
EX. 12 lE IN `9
(N),381.89
(> r I _
352-9 (S 381...3 9 70�' ., r. , T _ •: I _
EX. 12 /E OUT � 8
NO TES:
8 lE IN 38L?z�9 E 382.15
- - 140
(� _� - 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL BE PER THE
z�38LF 8' PVC I r- - -
? ,--- - 37_o "' + \ CURRENT CITY OF REN7ON TRENCH RESTORATION AND STREET OVERLAY DETAIL PER
All[
4 „ -k
LF 8 PVC o _ - y
SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD
w I I I -mm, .�„w. ,�
H FET 3 OF AN Y
/ �A 1 CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WIT IN THREE E (')
Call 2 Working Das Before You Dig
�
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
q -IML HrUMANI
SEWER
STUBS
LOT
STATION
FG lE ® MAIN END lE
LENGTH SLOPE
1
1+11
(AB)- 464416
391.54 354-.
384.38
386.74
43
(AB) 6. 06W5.49.x'
2
1+49
(AB) 43i?
•59 392.18 38&16
385.15 38Aee
386.36
43
(AB) 4
2.86X
3
2+31
(AB) 490.60
394.15 M&S.;
386.76 486L ea
388.32
43
(AB) &. e&N
3.63X
4 '
0+33
(AB) 49&6&
395.30 38iE-
387.58 3;98: BB
389.98
43
(AS) 6.-&M
5.58X
5
0+94
(AB) 497779859Z63
388.80
388.77 39 -49
391.61
43
(AB) &:089
6.60X
6
1 +81
(AB) 398-58
398.42 J96LSO
390.49 395-36
393.19
43
(AB) 6.4AW
' 6.28X
7
z2 o;3
2+31 496L
19 399.46 331-&&
391.48 49 0.
393.84
43
(AB) & G&M
5.49X
8
0+00
(AB) 399.
iz& 399.35 391.88
391.64 39+:M
394.31
34•
35 A 1&0
Z 63
9
1+94
(AB) 399-80
398.63 399.83
390.74 39339
393.53
34.
(AB) A8&N
8.21%
10
1+38
(AB) 39&-69
398.14 389:;z2•
389.64 39599
392.86
34
(AB) 13.65%
9.47%
11
0+68
(AB) 49"6"
395.80 t;&&
j2 388.26 4-a&-48
390.35
34
(AB) 14.4.4F
6.15X
12
4++5
0+18 39&GO
394.31 38•��
387.30 383-59
389.40
34
(AB) 6-6&3F
6.18X
13
1+83
(AB) 1 392-69
392.36 M&
385.81 38 -?-•1.9
387.12
34
35 3
J. 74X
14
1+31
(AB) 39:-50
391.70 38489
384.76 38A BB
386.34
34
35 fr.-4
4.51X
., w.. va in Z A.0 wNUITC Ir- rr+L 1 1r. r, -
,.,.
_ .. NOTES.
a,
I
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. END lE /S AT STUB END.
FG' 392.25
SSMH 2 FG 392.50
3
FG 394.50 4 r.
I I _ FG 395.50 I r
+43. 0 4.50 R , FG 397.90
.. __ . STA 12 5 UTILITY CONFLICT NOTE.
�• . � � � � � a +, _ FG :398.80 FG 400.10 °•
RIM 49{48 393.39 - I
✓ , ,, 1 N
_ � I �, THE CONTRACTOR SHALL BE RESPONSIBLE .FOR VERIFYING THE LOCA nON, DIMENSION, AND
. ,x O
I 8 IE IN 38A 9� (E)386.$4
I , :� z I �:.,..: � DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
:.
8 /E OUT 386-9
W).3
86:89 I 10 PRIVATE JO/NT Q
POTHOLING THE UTILITIES AND SURVEY/NG THE HORIZONTAL AND VERTICAL LOCATION PRIOR
- -_ UT/L/TYzASEMENT mm 0 CONSTRUCT/ON. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN
" I j T". -
I POTHOLING ALL OF THE EXISTING UTIL177ES AT LOCA77ONS OF NEW U77LITY CROSS/NGS TO
_.......::_ _..__ .......-�- - I UTILITIES AS
G _, _ PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA770NS OF SAID UT7L I
SSMH 1, .SADDLE MANHOLE I � t o � _ _.......... _ - -� -�,
- o t._.. - -r PLAN THE UNVERIFIED PUBLIC INFORMATION AND
TAIL SEE SHEET C19 ? � .3 � ( `• • .,-..� ,.-�. Tt-= .. - T - , : •_:. :• _.
SHOWN ON THESE S ARE BASED UPON E F M
PER DE .reAcre
, �_ , _ � .. .. •. - - -< _ ... � •- .. - - < -- -.. l U CONTRACTOR SHALL
10+05.69 4.50 R
�a •. -.. ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CD T
. STA _ .
N - STRONG CTINGENGINEERS INC. TO RESOLVE ALL PROBLEMS PR/OR TO
!� 6 - - �... <... .. •... - � • ..� .. - ---I- - "OPEN SPACE CONSULT D.R. CONSUL 77 ,
RIM 49:9. 194 92.13 I �: <
,. I - : <�• .. PROCEEDING W/ TH CONSTRUCTION.
EX. 12 lE IN `9
(N),381.89
(> r I _
352-9 (S 381...3 9 70�' ., r. , T _ •: I _
EX. 12 /E OUT � 8
NO TES:
8 lE IN 38L?z�9 E 382.15
- - 140
(� _� - 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL BE PER THE
z�38LF 8' PVC I r- - -
? ,--- - 37_o "' + \ CURRENT CITY OF REN7ON TRENCH RESTORATION AND STREET OVERLAY DETAIL PER
All[
4 „ -k
LF 8 PVC o _ - y
SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD
w I I I -mm, .�„w. ,�
H FET 3 OF AN Y
/ �A 1 CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WIT IN THREE E (')
Call 2 Working Das Before You Dig
�
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
q -IML HrUMANI