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PARCEL NO.
3304300520 _
E it' PIC, S - *111 _
EXISTING FIRE HYDRANT
PARCEL NO.
3304300530 I III;
J�9 n9ry
pv ._
� r1
s TRACT "A,1
b, STORM DRAINAGE
SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. SANITARY MANHOLE ;
STA. 29 +87.5b 5.78F L f Io
SADDL EBROOK BIPW S -50530
8'PVC 5=505.20
i
PARCEL NO
3664500250 PARCEL NO.
3664500245 h
I LEGEND
".t
PAD ELEV. 507.0
�� • may., I I 4y b 1 l - \ -r---
- - - - _ _ _ -
DRAWING NUMBER 5 -3338 '
PARCEL NO. _ _ _ _
3304300540
n � rsr.- __ I o I •I � -
II u' Y L�o
PARCEL NO.
I s' 189 41 3664500285
♦ 1 ,IIW �1� 2' Pk 48:..74
PARCEL NO. �cI ( I I. 4' CPr L 46 @
3304300550 ,-
I I u L1
LEGAL DESCRIP770N,
LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
761201079$ IN KING COUNTY, WASHINGTON.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2103• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH
WITH ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 1567H AVENUE SE. AKA THE
NORTH QUARTER CORNER OF SECTON 14 -23 -5, ELEVA71ON = 547.94 FEET.
2 CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W17H TACK IN LEAD PLUG AT
THE INTERSECTION OF SE 1397H PLACE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.
NOO29100 £ BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTON 14 -23 -5 PER REF. 2
VER77CAL DATUM:
NAVD 88 PER KING COUNTY VERTICAL CONTROL
Cal 2 Worft Days Before You Dig
1- 800 - 424 -5555
tltitiee Underground Locatlon Center
(ID,Wr,ND,OR,WA)
900.47
/£ 39468
508 _ � I PARCEL NO. - MAILBOX
c 510 _ _. 506. T" 6 11 3056807R -E �, UBLITY POLE
I_
_ 504 � --
� -. STREET LIGHT
LIGHT POLE
LI CATCH BASIN
� SEWER MANHOLE
• 5a0. I - 7ELE RISER
SIGN
6 I I' s WATER METER
PAD ELEV. 508.0 4 : q , %i X WATER VALVE
PAD ELEV. 508.0 PAD ELEV. 508.0 J NO
PAD ELEV. 506.0 EV i �T PARCEL 136 WATER BLOW OFF
PAD ELEV. 504.0 \ 3664500736 7
PAD ELEV. 504.0 I P , 5,2 FIRE HYDRANT
N + Q I tl
I r
nr, i N 1 IDECIDOUS TREE
PROPOSED 6' SIDE SEWER -.. . ?= Y {f'
STUB O 2.0OX MIN. TYP, - 1 'I CONIFEROUS TREE
$N.57AB i i" T PROPOSED STORM DRAINAGE
�£k lE SSO&" 56146AS I -1® PROPOSED SANITARY SEVER
IE IE'dil hE /E "I. (*SAE •r, i ` .i :
PROPOSED WATER
11
8 0+1
w1� 4 �
508 6 7 .,• - + + 16 s
PARCEL _ 1 J
50 J0.
Sa2.6bA6 r- 3664
/E GD.LGD.. 1 IE�� /E 4B9,Ai
Al 6 SSMH 24161 - 417.bZ IE
STA. 13+81.2, 16 A m w j i I
496.10 A-8 SSMH 1 SADDLE MANHOLE
RIM'JBS3B SG6.45 A6 STA 16 +43.45, 4.00 R-
i STA 25+08.60, 6.42' L
SSMH 3 d \Q`J 8' IE (OU 464AG 41 •16 A8 i .i II _ RIM- 682AS(MATCH EX) 562.62 0*6
No STA, 11 +19.06, 4.00' R e`
B' IE (OUT) 4oLr� H 4.41 A'6 � 1
a RIM 5B4-P 504.1ZAS I e' LE (IN) Vdi.SL(NEV 493.44 AS
6' IE (IN) 14"- Y1{. . Zq 4 -- - , � 'I I PER DETAIL, TUT) 49145 SH( 17
8' IE (OUT) 4G6,13 H9i. 2�j
PAD ELEV 508.5 70 7 / ��
PAD ELEV. 508.5 PAD ELEV. 507.0 '13 �4
PAD ELEV. 5050 PAD ELEV. 5030 / ( PARCEL
PAD ELEV 502.0. 'y
EXIS77NG 8' SEVER MAIN
DRAWING NUMBER 5-3148
STA. 2U8$ 6.62 L
RIM -49l 0 11
`.
8-PVC N -48Q82
�- 504 q� - 6 PVC S +489.7. ✓S Q
4'SRF 502
.. 504 ti '1
� i I
`1 .0 502. R
"CIr' ,. \
PARCEL NO
3664500278 PARCEL N0.
4305500120
V
T "II
UTILITY CONFLICT NOM
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EX/SRNG U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES
AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIRED PUBLIC
INFORMA TON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.F. STRONG CONSUL71NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTON.
NOTE,•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON 7RENCH RESTORATION AND
STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS 1. TRENCHES (ROAD
CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS MTH /N THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
1 1 CITY COMMENTS DATED
D.R. STRONG 2 MYLARS
CONSULTING ENGINEERS
DRS" ENGINEERS PLANNERS SURVEYORS
10604 NE 3614 PL, #101 KIRKLAND, WA 96033
01258273053 F4258272423
w drstmn9wm NO.
REVISION
UTILITY CROSSING TABLE
CROSSING NO. SS 8 WA SD CLEARANCE
1 TOP 6" SS= 497.20 /E = 498.75 1.55
2 TOP 6" SS= 498.50 /E = 501.82 3.32
3 TOP 6" SS =498.60 /E = 50310 5.50
4 IE 6" SS= 49740 TOP 18" SD= 495.65 1.75
5 TOP 6" SS= 498.20 1E = 503.60 5.40
6 IE 6" SS= 498.00 TOP 18" 5D= 496.54 1.46
7 IE 6" SS= 497.25 TOP 18" SD= 496.69 0.56
8 TOP 8" SS= 49587 IE 12" S0= 49728 1.41
9 TOP 6" SS= 497.90 /£ = 501.95 4.05
10 TOP 6" SS= 496.08 IE 12" SD= 496.58 0.50
11 TOP 6" SS= 497.00 /E = 499.90 29C
12 TOP 6' SS= 496.15 IE 12" SD= 49728 1.13
13 TOP 6" SS= 496.35 /E = 498.58 2.23
14 TOP 6' SS= 49555 /E 12" SD= 49791 236
15 TOP 6" SS= 495.42 IE = 497.00 1158
16 TOP 8' SS= 494.66 IE 12" SD= 497.96 330
17 TOP 8' SS= 494.36 IE 12" SD= 499.09 4.73
BY I DATE I APPR
..W:
MAT
vrmu'u x9w 1988
AS NOTED WRON ➢1981/1991
I AL NLL SV1E
Y Ipi piE INgI
srue Att9lmwc�r
All, CITY OF-
RENTON
Planning /Building /Public Works Cspt
5- 366504
9
J -JVVJV 1 LBY:-
SADDLEBROOK
SEWER EXTENSION PLAN
a& 5- 36650(
I&
NORTH
GRAPHIC SCALE
0 30 60
1 INCH INCH = 6r
Date:
Date:
a,E
11 -14-12
SS1
x:
PARCEL NO k
k
i. I
I/ p
pv 3
300 AO
__ 1423059035 P
I '
'
T I
- -
PARCEL NO. I
J I
Iii
1
3304307998
-�
506 -
SL3
�I
I �
I '
�
'I
E a
I '
'
PAQ'ELEV., 505.0
PARCEL NO.
i 1
1
1423059082 i
J
t•
PARCEL NO.
1423059040
yg7.2t
Ir y
I� 1
t
°
IT1
PARCEL NO.
3304300520 _
E it' PIC, S - *111 _
EXISTING FIRE HYDRANT
PARCEL NO.
3304300530 I III;
J�9 n9ry
pv ._
� r1
s TRACT "A,1
b, STORM DRAINAGE
SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. SANITARY MANHOLE ;
STA. 29 +87.5b 5.78F L f Io
SADDL EBROOK BIPW S -50530
8'PVC 5=505.20
i
PARCEL NO
3664500250 PARCEL NO.
3664500245 h
I LEGEND
".t
PAD ELEV. 507.0
�� • may., I I 4y b 1 l - \ -r---
- - - - _ _ _ -
DRAWING NUMBER 5 -3338 '
PARCEL NO. _ _ _ _
3304300540
n � rsr.- __ I o I •I � -
II u' Y L�o
PARCEL NO.
I s' 189 41 3664500285
♦ 1 ,IIW �1� 2' Pk 48:..74
PARCEL NO. �cI ( I I. 4' CPr L 46 @
3304300550 ,-
I I u L1
LEGAL DESCRIP770N,
LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
761201079$ IN KING COUNTY, WASHINGTON.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2103• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH
WITH ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 1567H AVENUE SE. AKA THE
NORTH QUARTER CORNER OF SECTON 14 -23 -5, ELEVA71ON = 547.94 FEET.
2 CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W17H TACK IN LEAD PLUG AT
THE INTERSECTION OF SE 1397H PLACE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.
NOO29100 £ BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTON 14 -23 -5 PER REF. 2
VER77CAL DATUM:
NAVD 88 PER KING COUNTY VERTICAL CONTROL
Cal 2 Worft Days Before You Dig
1- 800 - 424 -5555
tltitiee Underground Locatlon Center
(ID,Wr,ND,OR,WA)
900.47
/£ 39468
508 _ � I PARCEL NO. - MAILBOX
c 510 _ _. 506. T" 6 11 3056807R -E �, UBLITY POLE
I_
_ 504 � --
� -. STREET LIGHT
LIGHT POLE
LI CATCH BASIN
� SEWER MANHOLE
• 5a0. I - 7ELE RISER
SIGN
6 I I' s WATER METER
PAD ELEV. 508.0 4 : q , %i X WATER VALVE
PAD ELEV. 508.0 PAD ELEV. 508.0 J NO
PAD ELEV. 506.0 EV i �T PARCEL 136 WATER BLOW OFF
PAD ELEV. 504.0 \ 3664500736 7
PAD ELEV. 504.0 I P , 5,2 FIRE HYDRANT
N + Q I tl
I r
nr, i N 1 IDECIDOUS TREE
PROPOSED 6' SIDE SEWER -.. . ?= Y {f'
STUB O 2.0OX MIN. TYP, - 1 'I CONIFEROUS TREE
$N.57AB i i" T PROPOSED STORM DRAINAGE
�£k lE SSO&" 56146AS I -1® PROPOSED SANITARY SEVER
IE IE'dil hE /E "I. (*SAE •r, i ` .i :
PROPOSED WATER
11
8 0+1
w1� 4 �
508 6 7 .,• - + + 16 s
PARCEL _ 1 J
50 J0.
Sa2.6bA6 r- 3664
/E GD.LGD.. 1 IE�� /E 4B9,Ai
Al 6 SSMH 24161 - 417.bZ IE
STA. 13+81.2, 16 A m w j i I
496.10 A-8 SSMH 1 SADDLE MANHOLE
RIM'JBS3B SG6.45 A6 STA 16 +43.45, 4.00 R-
i STA 25+08.60, 6.42' L
SSMH 3 d \Q`J 8' IE (OU 464AG 41 •16 A8 i .i II _ RIM- 682AS(MATCH EX) 562.62 0*6
No STA, 11 +19.06, 4.00' R e`
B' IE (OUT) 4oLr� H 4.41 A'6 � 1
a RIM 5B4-P 504.1ZAS I e' LE (IN) Vdi.SL(NEV 493.44 AS
6' IE (IN) 14"- Y1{. . Zq 4 -- - , � 'I I PER DETAIL, TUT) 49145 SH( 17
8' IE (OUT) 4G6,13 H9i. 2�j
PAD ELEV 508.5 70 7 / ��
PAD ELEV. 508.5 PAD ELEV. 507.0 '13 �4
PAD ELEV. 5050 PAD ELEV. 5030 / ( PARCEL
PAD ELEV 502.0. 'y
EXIS77NG 8' SEVER MAIN
DRAWING NUMBER 5-3148
STA. 2U8$ 6.62 L
RIM -49l 0 11
`.
8-PVC N -48Q82
�- 504 q� - 6 PVC S +489.7. ✓S Q
4'SRF 502
.. 504 ti '1
� i I
`1 .0 502. R
"CIr' ,. \
PARCEL NO
3664500278 PARCEL N0.
4305500120
V
T "II
UTILITY CONFLICT NOM
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EX/SRNG U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES
AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIRED PUBLIC
INFORMA TON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.F. STRONG CONSUL71NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTON.
NOTE,•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON 7RENCH RESTORATION AND
STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS 1. TRENCHES (ROAD
CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS MTH /N THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
1 1 CITY COMMENTS DATED
D.R. STRONG 2 MYLARS
CONSULTING ENGINEERS
DRS" ENGINEERS PLANNERS SURVEYORS
10604 NE 3614 PL, #101 KIRKLAND, WA 96033
01258273053 F4258272423
w drstmn9wm NO.
REVISION
UTILITY CROSSING TABLE
CROSSING NO. SS 8 WA SD CLEARANCE
1 TOP 6" SS= 497.20 /E = 498.75 1.55
2 TOP 6" SS= 498.50 /E = 501.82 3.32
3 TOP 6" SS =498.60 /E = 50310 5.50
4 IE 6" SS= 49740 TOP 18" SD= 495.65 1.75
5 TOP 6" SS= 498.20 1E = 503.60 5.40
6 IE 6" SS= 498.00 TOP 18" 5D= 496.54 1.46
7 IE 6" SS= 497.25 TOP 18" SD= 496.69 0.56
8 TOP 8" SS= 49587 IE 12" S0= 49728 1.41
9 TOP 6" SS= 497.90 /£ = 501.95 4.05
10 TOP 6" SS= 496.08 IE 12" SD= 496.58 0.50
11 TOP 6" SS= 497.00 /E = 499.90 29C
12 TOP 6' SS= 496.15 IE 12" SD= 49728 1.13
13 TOP 6" SS= 496.35 /E = 498.58 2.23
14 TOP 6' SS= 49555 /E 12" SD= 49791 236
15 TOP 6" SS= 495.42 IE = 497.00 1158
16 TOP 8' SS= 494.66 IE 12" SD= 497.96 330
17 TOP 8' SS= 494.36 IE 12" SD= 499.09 4.73
BY I DATE I APPR
..W:
MAT
vrmu'u x9w 1988
AS NOTED WRON ➢1981/1991
I AL NLL SV1E
Y Ipi piE INgI
srue Att9lmwc�r
All, CITY OF-
RENTON
Planning /Building /Public Works Cspt
5- 366504
9
J -JVVJV 1 LBY:-
SADDLEBROOK
SEWER EXTENSION PLAN
a& 5- 36650(
I&
NORTH
GRAPHIC SCALE
0 30 60
1 INCH INCH = 6r
Date:
Date:
a,E
11 -14-12
SS1
J�9 n9ry
pv ._
� r1
s TRACT "A,1
b, STORM DRAINAGE
SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. SANITARY MANHOLE ;
STA. 29 +87.5b 5.78F L f Io
SADDL EBROOK BIPW S -50530
8'PVC 5=505.20
i
PARCEL NO
3664500250 PARCEL NO.
3664500245 h
I LEGEND
".t
PAD ELEV. 507.0
�� • may., I I 4y b 1 l - \ -r---
- - - - _ _ _ -
DRAWING NUMBER 5 -3338 '
PARCEL NO. _ _ _ _
3304300540
n � rsr.- __ I o I •I � -
II u' Y L�o
PARCEL NO.
I s' 189 41 3664500285
♦ 1 ,IIW �1� 2' Pk 48:..74
PARCEL NO. �cI ( I I. 4' CPr L 46 @
3304300550 ,-
I I u L1
LEGAL DESCRIP770N,
LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
761201079$ IN KING COUNTY, WASHINGTON.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2103• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH
WITH ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 1567H AVENUE SE. AKA THE
NORTH QUARTER CORNER OF SECTON 14 -23 -5, ELEVA71ON = 547.94 FEET.
2 CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W17H TACK IN LEAD PLUG AT
THE INTERSECTION OF SE 1397H PLACE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.
NOO29100 £ BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTON 14 -23 -5 PER REF. 2
VER77CAL DATUM:
NAVD 88 PER KING COUNTY VERTICAL CONTROL
Cal 2 Worft Days Before You Dig
1- 800 - 424 -5555
tltitiee Underground Locatlon Center
(ID,Wr,ND,OR,WA)
900.47
/£ 39468
508 _ � I PARCEL NO. - MAILBOX
c 510 _ _. 506. T" 6 11 3056807R -E �, UBLITY POLE
I_
_ 504 � --
� -. STREET LIGHT
LIGHT POLE
LI CATCH BASIN
� SEWER MANHOLE
• 5a0. I - 7ELE RISER
SIGN
6 I I' s WATER METER
PAD ELEV. 508.0 4 : q , %i X WATER VALVE
PAD ELEV. 508.0 PAD ELEV. 508.0 J NO
PAD ELEV. 506.0 EV i �T PARCEL 136 WATER BLOW OFF
PAD ELEV. 504.0 \ 3664500736 7
PAD ELEV. 504.0 I P , 5,2 FIRE HYDRANT
N + Q I tl
I r
nr, i N 1 IDECIDOUS TREE
PROPOSED 6' SIDE SEWER -.. . ?= Y {f'
STUB O 2.0OX MIN. TYP, - 1 'I CONIFEROUS TREE
$N.57AB i i" T PROPOSED STORM DRAINAGE
�£k lE SSO&" 56146AS I -1® PROPOSED SANITARY SEVER
IE IE'dil hE /E "I. (*SAE •r, i ` .i :
PROPOSED WATER
11
8 0+1
w1� 4 �
508 6 7 .,• - + + 16 s
PARCEL _ 1 J
50 J0.
Sa2.6bA6 r- 3664
/E GD.LGD.. 1 IE�� /E 4B9,Ai
Al 6 SSMH 24161 - 417.bZ IE
STA. 13+81.2, 16 A m w j i I
496.10 A-8 SSMH 1 SADDLE MANHOLE
RIM'JBS3B SG6.45 A6 STA 16 +43.45, 4.00 R-
i STA 25+08.60, 6.42' L
SSMH 3 d \Q`J 8' IE (OU 464AG 41 •16 A8 i .i II _ RIM- 682AS(MATCH EX) 562.62 0*6
No STA, 11 +19.06, 4.00' R e`
B' IE (OUT) 4oLr� H 4.41 A'6 � 1
a RIM 5B4-P 504.1ZAS I e' LE (IN) Vdi.SL(NEV 493.44 AS
6' IE (IN) 14"- Y1{. . Zq 4 -- - , � 'I I PER DETAIL, TUT) 49145 SH( 17
8' IE (OUT) 4G6,13 H9i. 2�j
PAD ELEV 508.5 70 7 / ��
PAD ELEV. 508.5 PAD ELEV. 507.0 '13 �4
PAD ELEV. 5050 PAD ELEV. 5030 / ( PARCEL
PAD ELEV 502.0. 'y
EXIS77NG 8' SEVER MAIN
DRAWING NUMBER 5-3148
STA. 2U8$ 6.62 L
RIM -49l 0 11
`.
8-PVC N -48Q82
�- 504 q� - 6 PVC S +489.7. ✓S Q
4'SRF 502
.. 504 ti '1
� i I
`1 .0 502. R
"CIr' ,. \
PARCEL NO
3664500278 PARCEL N0.
4305500120
V
T "II
UTILITY CONFLICT NOM
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EX/SRNG U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES
AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIRED PUBLIC
INFORMA TON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.F. STRONG CONSUL71NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTON.
NOTE,•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON 7RENCH RESTORATION AND
STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS 1. TRENCHES (ROAD
CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS MTH /N THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
1 1 CITY COMMENTS DATED
D.R. STRONG 2 MYLARS
CONSULTING ENGINEERS
DRS" ENGINEERS PLANNERS SURVEYORS
10604 NE 3614 PL, #101 KIRKLAND, WA 96033
01258273053 F4258272423
w drstmn9wm NO.
REVISION
UTILITY CROSSING TABLE
CROSSING NO. SS 8 WA SD CLEARANCE
1 TOP 6" SS= 497.20 /E = 498.75 1.55
2 TOP 6" SS= 498.50 /E = 501.82 3.32
3 TOP 6" SS =498.60 /E = 50310 5.50
4 IE 6" SS= 49740 TOP 18" SD= 495.65 1.75
5 TOP 6" SS= 498.20 1E = 503.60 5.40
6 IE 6" SS= 498.00 TOP 18" 5D= 496.54 1.46
7 IE 6" SS= 497.25 TOP 18" SD= 496.69 0.56
8 TOP 8" SS= 49587 IE 12" S0= 49728 1.41
9 TOP 6" SS= 497.90 /£ = 501.95 4.05
10 TOP 6" SS= 496.08 IE 12" SD= 496.58 0.50
11 TOP 6" SS= 497.00 /E = 499.90 29C
12 TOP 6' SS= 496.15 IE 12" SD= 49728 1.13
13 TOP 6" SS= 496.35 /E = 498.58 2.23
14 TOP 6' SS= 49555 /E 12" SD= 49791 236
15 TOP 6" SS= 495.42 IE = 497.00 1158
16 TOP 8' SS= 494.66 IE 12" SD= 497.96 330
17 TOP 8' SS= 494.36 IE 12" SD= 499.09 4.73
BY I DATE I APPR
..W:
MAT
vrmu'u x9w 1988
AS NOTED WRON ➢1981/1991
I AL NLL SV1E
Y Ipi piE INgI
srue Att9lmwc�r
All, CITY OF-
RENTON
Planning /Building /Public Works Cspt
5- 366504
9
J -JVVJV 1 LBY:-
SADDLEBROOK
SEWER EXTENSION PLAN
a& 5- 36650(
I&
NORTH
GRAPHIC SCALE
0 30 60
1 INCH INCH = 6r
Date:
Date:
a,E
11 -14-12
SS1
♦ 1 ,IIW �1� 2' Pk 48:..74
PARCEL NO. �cI ( I I. 4' CPr L 46 @
3304300550 ,-
I I u L1
LEGAL DESCRIP770N,
LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
761201079$ IN KING COUNTY, WASHINGTON.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2103• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH
WITH ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 1567H AVENUE SE. AKA THE
NORTH QUARTER CORNER OF SECTON 14 -23 -5, ELEVA71ON = 547.94 FEET.
2 CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W17H TACK IN LEAD PLUG AT
THE INTERSECTION OF SE 1397H PLACE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.
NOO29100 £ BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTON 14 -23 -5 PER REF. 2
VER77CAL DATUM:
NAVD 88 PER KING COUNTY VERTICAL CONTROL
Cal 2 Worft Days Before You Dig
1- 800 - 424 -5555
tltitiee Underground Locatlon Center
(ID,Wr,ND,OR,WA)
900.47
/£ 39468
508 _ � I PARCEL NO. - MAILBOX
c 510 _ _. 506. T" 6 11 3056807R -E �, UBLITY POLE
I_
_ 504 � --
� -. STREET LIGHT
LIGHT POLE
LI CATCH BASIN
� SEWER MANHOLE
• 5a0. I - 7ELE RISER
SIGN
6 I I' s WATER METER
PAD ELEV. 508.0 4 : q , %i X WATER VALVE
PAD ELEV. 508.0 PAD ELEV. 508.0 J NO
PAD ELEV. 506.0 EV i �T PARCEL 136 WATER BLOW OFF
PAD ELEV. 504.0 \ 3664500736 7
PAD ELEV. 504.0 I P , 5,2 FIRE HYDRANT
N + Q I tl
I r
nr, i N 1 IDECIDOUS TREE
PROPOSED 6' SIDE SEWER -.. . ?= Y {f'
STUB O 2.0OX MIN. TYP, - 1 'I CONIFEROUS TREE
$N.57AB i i" T PROPOSED STORM DRAINAGE
�£k lE SSO&" 56146AS I -1® PROPOSED SANITARY SEVER
IE IE'dil hE /E "I. (*SAE •r, i ` .i :
PROPOSED WATER
11
8 0+1
w1� 4 �
508 6 7 .,• - + + 16 s
PARCEL _ 1 J
50 J0.
Sa2.6bA6 r- 3664
/E GD.LGD.. 1 IE�� /E 4B9,Ai
Al 6 SSMH 24161 - 417.bZ IE
STA. 13+81.2, 16 A m w j i I
496.10 A-8 SSMH 1 SADDLE MANHOLE
RIM'JBS3B SG6.45 A6 STA 16 +43.45, 4.00 R-
i STA 25+08.60, 6.42' L
SSMH 3 d \Q`J 8' IE (OU 464AG 41 •16 A8 i .i II _ RIM- 682AS(MATCH EX) 562.62 0*6
No STA, 11 +19.06, 4.00' R e`
B' IE (OUT) 4oLr� H 4.41 A'6 � 1
a RIM 5B4-P 504.1ZAS I e' LE (IN) Vdi.SL(NEV 493.44 AS
6' IE (IN) 14"- Y1{. . Zq 4 -- - , � 'I I PER DETAIL, TUT) 49145 SH( 17
8' IE (OUT) 4G6,13 H9i. 2�j
PAD ELEV 508.5 70 7 / ��
PAD ELEV. 508.5 PAD ELEV. 507.0 '13 �4
PAD ELEV. 5050 PAD ELEV. 5030 / ( PARCEL
PAD ELEV 502.0. 'y
EXIS77NG 8' SEVER MAIN
DRAWING NUMBER 5-3148
STA. 2U8$ 6.62 L
RIM -49l 0 11
`.
8-PVC N -48Q82
�- 504 q� - 6 PVC S +489.7. ✓S Q
4'SRF 502
.. 504 ti '1
� i I
`1 .0 502. R
"CIr' ,. \
PARCEL NO
3664500278 PARCEL N0.
4305500120
V
T "II
UTILITY CONFLICT NOM
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EX/SRNG U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES
AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIRED PUBLIC
INFORMA TON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.F. STRONG CONSUL71NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTON.
NOTE,•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON 7RENCH RESTORATION AND
STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS 1. TRENCHES (ROAD
CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS MTH /N THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
1 1 CITY COMMENTS DATED
D.R. STRONG 2 MYLARS
CONSULTING ENGINEERS
DRS" ENGINEERS PLANNERS SURVEYORS
10604 NE 3614 PL, #101 KIRKLAND, WA 96033
01258273053 F4258272423
w drstmn9wm NO.
REVISION
UTILITY CROSSING TABLE
CROSSING NO. SS 8 WA SD CLEARANCE
1 TOP 6" SS= 497.20 /E = 498.75 1.55
2 TOP 6" SS= 498.50 /E = 501.82 3.32
3 TOP 6" SS =498.60 /E = 50310 5.50
4 IE 6" SS= 49740 TOP 18" SD= 495.65 1.75
5 TOP 6" SS= 498.20 1E = 503.60 5.40
6 IE 6" SS= 498.00 TOP 18" 5D= 496.54 1.46
7 IE 6" SS= 497.25 TOP 18" SD= 496.69 0.56
8 TOP 8" SS= 49587 IE 12" S0= 49728 1.41
9 TOP 6" SS= 497.90 /£ = 501.95 4.05
10 TOP 6" SS= 496.08 IE 12" SD= 496.58 0.50
11 TOP 6" SS= 497.00 /E = 499.90 29C
12 TOP 6' SS= 496.15 IE 12" SD= 49728 1.13
13 TOP 6" SS= 496.35 /E = 498.58 2.23
14 TOP 6' SS= 49555 /E 12" SD= 49791 236
15 TOP 6" SS= 495.42 IE = 497.00 1158
16 TOP 8' SS= 494.66 IE 12" SD= 497.96 330
17 TOP 8' SS= 494.36 IE 12" SD= 499.09 4.73
BY I DATE I APPR
..W:
MAT
vrmu'u x9w 1988
AS NOTED WRON ➢1981/1991
I AL NLL SV1E
Y Ipi piE INgI
srue Att9lmwc�r
All, CITY OF-
RENTON
Planning /Building /Public Works Cspt
5- 366504
9
J -JVVJV 1 LBY:-
SADDLEBROOK
SEWER EXTENSION PLAN
a& 5- 36650(
I&
NORTH
GRAPHIC SCALE
0 30 60
1 INCH INCH = 6r
Date:
Date:
a,E
11 -14-12
SS1
REVISION
UTILITY CROSSING TABLE
CROSSING NO. SS 8 WA SD CLEARANCE
1 TOP 6" SS= 497.20 /E = 498.75 1.55
2 TOP 6" SS= 498.50 /E = 501.82 3.32
3 TOP 6" SS =498.60 /E = 50310 5.50
4 IE 6" SS= 49740 TOP 18" SD= 495.65 1.75
5 TOP 6" SS= 498.20 1E = 503.60 5.40
6 IE 6" SS= 498.00 TOP 18" 5D= 496.54 1.46
7 IE 6" SS= 497.25 TOP 18" SD= 496.69 0.56
8 TOP 8" SS= 49587 IE 12" S0= 49728 1.41
9 TOP 6" SS= 497.90 /£ = 501.95 4.05
10 TOP 6" SS= 496.08 IE 12" SD= 496.58 0.50
11 TOP 6" SS= 497.00 /E = 499.90 29C
12 TOP 6' SS= 496.15 IE 12" SD= 49728 1.13
13 TOP 6" SS= 496.35 /E = 498.58 2.23
14 TOP 6' SS= 49555 /E 12" SD= 49791 236
15 TOP 6" SS= 495.42 IE = 497.00 1158
16 TOP 8' SS= 494.66 IE 12" SD= 497.96 330
17 TOP 8' SS= 494.36 IE 12" SD= 499.09 4.73
BY I DATE I APPR
..W:
MAT
vrmu'u x9w 1988
AS NOTED WRON ➢1981/1991
I AL NLL SV1E
Y Ipi piE INgI
srue Att9lmwc�r
All, CITY OF-
RENTON
Planning /Building /Public Works Cspt
5- 366504
9
J -JVVJV 1 LBY:-
SADDLEBROOK
SEWER EXTENSION PLAN
a& 5- 36650(
I&
NORTH
GRAPHIC SCALE
0 30 60
1 INCH INCH = 6r
Date:
Date:
a,E
11 -14-12
SS1
BY I DATE I APPR
..W:
MAT
vrmu'u x9w 1988
AS NOTED WRON ➢1981/1991
I AL NLL SV1E
Y Ipi piE INgI
srue Att9lmwc�r
All, CITY OF-
RENTON
Planning /Building /Public Works Cspt
5- 366504
9
J -JVVJV 1 LBY:-
SADDLEBROOK
SEWER EXTENSION PLAN
a& 5- 36650(
I&
NORTH
GRAPHIC SCALE
0 30 60
1 INCH INCH = 6r
Date:
Date:
a,E
11 -14-12
SS1