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POND DOCUMEN S.
/ \
D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE
\ AT ALL TIMES THROUGH COMPLETION OF THE PROJECT.
MAPLEWOOD PARK A �� CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE
- 1 2 STREAM DEWATERING I n DEWATERING EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL
I I C -0B PLAN GT DISCHARGE
<y I 4 LOCATION OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES.
� r \ (NP) E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON
RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING
--
_ _
Z-- SHALL I VERIFY THE LOCATION OF ALL EXISTING UTILITIES
AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK.
F FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES,
� O A Imov �g6� SEE DWG G -02.
382 ' / r
I
sE NTITJ,)v� i M7 O
P i 1
LIMDLS CONS OF UCTIO — (� PROTECT CATCH BASINS
�` - - -1 TR. " } \ I
: l L. c -o8 KEY NOTES:
,= - I ✓ \ a
/ I (TYP) w ALL IN STREAM WORK WILL OCCUR DURING THE DRY
(rFsxRUC IION _ = r i I {� c` c:J
VI 1
( ) MONTHS AS SPECIFIED AND UNDER THE
NT TYP ELECT BLDG
SUPERVISION OFAQUALIFIED BIOLOGIST.
m- / ( �� CONTRACTOR SHALL DEWATER STREAM CHANNEL
/ �-23 .,),AND DIVERT STREAM FLOWS AROUND WORK AREA
SILT FENCE 3�9 -' % % / \ f o PRIOR TO ANY IN- CHANNEL WORK. A COFFERDAM
EAST RENTON CONSTRUCTED OF SAND BAGS OR SIMILAR MATERIAL
LIFT STATION SHALL BE INSTALLED UPSTREAM AND DOWNSTREAM
FACILITY OF THE WORK AREA. STREAM FLOW SHALL BE
o9 6 fi 1 = 9 EMERGENCY I
PUMPED AROUND THE WORK AREA AND DISCHARGED
EIAPLEWOOD PARK BOUNDARY
I
EC�RD DRAWINGS
THESE ECORD DRAWINGS HAVE BEEN PREPARED BASED ��
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE 5309 Shilshole Ave. NW
PROJECT AND SITE SPECIFICALLY IDENTIFIED Seattle, WA 98107
HEREON AND IS NOT TO BE USED ELSEWHERE P: (206) 789 -9658
F: (206) 789 -9684
Date
BURIED UTILITIES IN AREA
174113 PLEASE CALL BEFORE YOU DIG
BY 1.800.424.5555
/ a / C �n., l �0 m r A E = 1316727./0 S 1 ORAGE l ?"ELI- { DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE
6.0
> i o' �� \ / INTO THE WORK AREA SHALL BE PUMPED AND
N 782 _21 -G1 -�
o % / DISCHARGED INTO THE DEWATERING DISCHARGE
/ r i., 6728.10
LOCATION. EXCESS SPOILS SHALL BE DISPOSED OF
>� i STEWARTC EFVK / 88 \ �� _ �� \ �I 7- / SO THEY WILL NOT RE -ENTER THE STREAM.
(\ / COFFERDAMS PUMPS AND PIPING SHALL ONLY BE
O O / �"; .r,� Y I \ \`l \ REMOVED AT COMPLETION OF IN -WATER WORK AND
f I -,4i. UPON ACCEPTANCE BY OWNER'S REPRESENTATIVE.
- �y� \N ANN M j I ?� rte'+ I \. , / STREAM CROSS SECTION SHALL BE RESTORED TO
PRECONSTRUCTION CONDITIONS, MATCH EXISTING
(a: fa:: GRADES. GRADING WORK SHALL BE APPROVED BY
OWNER'S REPRESENTATIVE.
STAGING AREA
SEE DWG C-05 AND C-07 FOR TEMPORARY STREAM
O �:. I v i /r'� A" Z CROSSING DETAILS.
39 r 1
� /� �� O y / SILT FENCE C -08 3 O INSTALL SILT FENCE INSIDE OF CONSTRUCTION
I N �` z; LIMITS AND TEMPORARY /PERMANENT FENCING
aJ
) i
W WHERE APPLICABLE. MO
ESTATES 4O FILTER DEWATERING WATER WITH ACCEPTABLE BEST
CONG \W MANAGEMENT PRACTICES PRIOR TO DISCHARGE INTO
PAD yLI d SEWER SYSTEM.
ol
y ��`I ` i �5" / .._ 6 F`NCc (TYP) O TEMPORARY FENCING NOT SHOWN. PROVIDE FENCING AS
/ r u �+�s C �� /3q`r "h �i SPECIFIED IN SUB - SECTION 10.01500.
6 ._ MAPLEWOOD PARK
WETLANDS (TYP)
UNINCORPORATED ( 1 - - CITY OF RENTON
/ KING COUNTY
CITY OF R' NTON
LIMITS' I N= 17832969
C _ = 1317042 35 /
/ DIP X \
/ KING COUNTY WETLAND AND STREAM BUFFER Lli:ILFS
CONSTRUCTION
/ N = 178314.46 — _ _ _ ENTRANCE #1
/ E= 131705444 ` -
""�1 � UTILITY /u'V ACCF S
�,
�EASEMENTTO CUY
PLANOF RENTON >�
ASCALE: 1 = 40'
FILE: 8235C00 -C -100
�5<'0,///
30' e Ii"TBR
EASEI,IENT
S =03 54904
C-L
ORIGINAL 1 RECORD DRAWINGS TJW 1216/13 LRK swrvE,EO �. SEALED BY PACE ENGINEERS, INC �«�� " "' "w ,�� „ CITY OF EAST RENTON LIFT STATION DEC 2013
1 " =40' •� >= ELIMINATION
\MES /2013 OUSE E� TJw RENTON
03/19/2013
49545 -EDL
DATUM Planning /Building/PubllcWorks Dept. TEMPORARY EROSION AND SEDIMENT �C -02
oBMC wawa
NO. REVISION BY DATE APPR "P0.O` D 5f1PCIX° CONTROL PLAN 4 13
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GENERAL NOTES:
PARKSIDE
A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES
r -
COURT
TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND
i
SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND
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N
= 17834950
STREAMS ARE APPROXIMATE.
N =2.36 17
17828
1315/9586
tir.95.53
B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED
WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT
i
I
WETLAND DISTURBANCE.
/
I
SDErENUF� ER
C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE
/
\
DETENTION
CONCLUSION OF THE PROJECT PER CONTRACT
POND DOCUMEN S.
/ \
D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE
\ AT ALL TIMES THROUGH COMPLETION OF THE PROJECT.
MAPLEWOOD PARK A �� CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE
- 1 2 STREAM DEWATERING I n DEWATERING EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL
I I C -0B PLAN GT DISCHARGE
<y I 4 LOCATION OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES.
� r \ (NP) E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON
RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING
--
_ _
Z-- SHALL I VERIFY THE LOCATION OF ALL EXISTING UTILITIES
AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK.
F FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES,
� O A Imov �g6� SEE DWG G -02.
382 ' / r
I
sE NTITJ,)v� i M7 O
P i 1
LIMDLS CONS OF UCTIO — (� PROTECT CATCH BASINS
�` - - -1 TR. " } \ I
: l L. c -o8 KEY NOTES:
,= - I ✓ \ a
/ I (TYP) w ALL IN STREAM WORK WILL OCCUR DURING THE DRY
(rFsxRUC IION _ = r i I {� c` c:J
VI 1
( ) MONTHS AS SPECIFIED AND UNDER THE
NT TYP ELECT BLDG
SUPERVISION OFAQUALIFIED BIOLOGIST.
m- / ( �� CONTRACTOR SHALL DEWATER STREAM CHANNEL
/ �-23 .,),AND DIVERT STREAM FLOWS AROUND WORK AREA
SILT FENCE 3�9 -' % % / \ f o PRIOR TO ANY IN- CHANNEL WORK. A COFFERDAM
EAST RENTON CONSTRUCTED OF SAND BAGS OR SIMILAR MATERIAL
LIFT STATION SHALL BE INSTALLED UPSTREAM AND DOWNSTREAM
FACILITY OF THE WORK AREA. STREAM FLOW SHALL BE
o9 6 fi 1 = 9 EMERGENCY I
PUMPED AROUND THE WORK AREA AND DISCHARGED
EIAPLEWOOD PARK BOUNDARY
I
EC�RD DRAWINGS
THESE ECORD DRAWINGS HAVE BEEN PREPARED BASED ��
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE 5309 Shilshole Ave. NW
PROJECT AND SITE SPECIFICALLY IDENTIFIED Seattle, WA 98107
HEREON AND IS NOT TO BE USED ELSEWHERE P: (206) 789 -9658
F: (206) 789 -9684
Date
BURIED UTILITIES IN AREA
174113 PLEASE CALL BEFORE YOU DIG
BY 1.800.424.5555
/ a / C �n., l �0 m r A E = 1316727./0 S 1 ORAGE l ?"ELI- { DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE
6.0
> i o' �� \ / INTO THE WORK AREA SHALL BE PUMPED AND
N 782 _21 -G1 -�
o % / DISCHARGED INTO THE DEWATERING DISCHARGE
/ r i., 6728.10
LOCATION. EXCESS SPOILS SHALL BE DISPOSED OF
>� i STEWARTC EFVK / 88 \ �� _ �� \ �I 7- / SO THEY WILL NOT RE -ENTER THE STREAM.
(\ / COFFERDAMS PUMPS AND PIPING SHALL ONLY BE
O O / �"; .r,� Y I \ \`l \ REMOVED AT COMPLETION OF IN -WATER WORK AND
f I -,4i. UPON ACCEPTANCE BY OWNER'S REPRESENTATIVE.
- �y� \N ANN M j I ?� rte'+ I \. , / STREAM CROSS SECTION SHALL BE RESTORED TO
PRECONSTRUCTION CONDITIONS, MATCH EXISTING
(a: fa:: GRADES. GRADING WORK SHALL BE APPROVED BY
OWNER'S REPRESENTATIVE.
STAGING AREA
SEE DWG C-05 AND C-07 FOR TEMPORARY STREAM
O �:. I v i /r'� A" Z CROSSING DETAILS.
39 r 1
� /� �� O y / SILT FENCE C -08 3 O INSTALL SILT FENCE INSIDE OF CONSTRUCTION
I N �` z; LIMITS AND TEMPORARY /PERMANENT FENCING
aJ
) i
W WHERE APPLICABLE. MO
ESTATES 4O FILTER DEWATERING WATER WITH ACCEPTABLE BEST
CONG \W MANAGEMENT PRACTICES PRIOR TO DISCHARGE INTO
PAD yLI d SEWER SYSTEM.
ol
y ��`I ` i �5" / .._ 6 F`NCc (TYP) O TEMPORARY FENCING NOT SHOWN. PROVIDE FENCING AS
/ r u �+�s C �� /3q`r "h �i SPECIFIED IN SUB - SECTION 10.01500.
6 ._ MAPLEWOOD PARK
WETLANDS (TYP)
UNINCORPORATED ( 1 - - CITY OF RENTON
/ KING COUNTY
CITY OF R' NTON
LIMITS' I N= 17832969
C _ = 1317042 35 /
/ DIP X \
/ KING COUNTY WETLAND AND STREAM BUFFER Lli:ILFS
CONSTRUCTION
/ N = 178314.46 — _ _ _ ENTRANCE #1
/ E= 131705444 ` -
""�1 � UTILITY /u'V ACCF S
�,
�EASEMENTTO CUY
PLANOF RENTON >�
ASCALE: 1 = 40'
FILE: 8235C00 -C -100
�5<'0,///
30' e Ii"TBR
EASEI,IENT
S =03 54904
C-L
ORIGINAL 1 RECORD DRAWINGS TJW 1216/13 LRK swrvE,EO �. SEALED BY PACE ENGINEERS, INC �«�� " "' "w ,�� „ CITY OF EAST RENTON LIFT STATION DEC 2013
1 " =40' •� >= ELIMINATION
\MES /2013 OUSE E� TJw RENTON
03/19/2013
49545 -EDL
DATUM Planning /Building/PubllcWorks Dept. TEMPORARY EROSION AND SEDIMENT �C -02
oBMC wawa
NO. REVISION BY DATE APPR "P0.O` D 5f1PCIX° CONTROL PLAN 4 13
BRIM a:
a �I
z
z
z
r
m �
tom' O
3 W
y
z
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