HomeMy WebLinkAboutP_Petro_Plans_250606_APPROVEDDEVELOPMENT ENGINEERING
msippo 07/23/2025
conditions of approval:
1. site construction, including buildings, is limited to construction of detention
vault only. once vault is complete and used as a sediment retention facility, other
site, building and utility construction can occur.
2. sidewalk access shall be maintained at all times unless an approved traffic
control plan and pedestrian detour route is approved by city traffic control
division. any sidewalk closures or pedestrian detours shall be limited to only
times when work along the sidewalk is occurring. a safe route must be provided at
all other times.
3. a wet weather operating plan shall be submitted to the city of renton if any
work is to occur during the wet season. otherwise, the site shall be closed and
stabilized during the wet season months.
REGIONAL FIRE AUTHORITY
cthomas 07/23/2025
APPROVED
Surface Water Enginering
jfarah 07/23/2025
amorganroth
07/25/2025
CURRENT PLANNING
CB (TYPE 1)
RIM 453.59
IE (N) 4" PVC=451.29
IE (S) 12" CMP=450.44
SLOPE EASEMENT
PER REC. NO.
8307261110
FOUND 3.5" IRON PIPE
AT PROP COR
(7.2' ABOVE GROUND)
FOUND REBAR/ CAP
LS# 28101
0.1.W OF LINE & 0.42N
FROM PROP COR
# 455 22"
D. FIR
# 448 76"
MAPLE (PRUNE)
# 449 94"
POPLAR
# 453 9"
HAWTHORNE
# 452 38"
HAWTHORNE
# 456 74"
POPLAR # 457 15"
CEDAR
FOUND REBAR/ CAP
LS# 13731 (HARSTAD)0.18W OF
LINE & 0.25N FROM PROP COR
0.1.W OF LINE & 0.42N FROM
PROP COR
30' ROADWAY EASEMENT AS
SHOWN ON SURVEY,
REC. NO. 8204079008
INGRESS-EGRESS
EASEMENT
REC. NO. 20030806000478
11
5
'
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2
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# 446 8"
CHERRY # 465 26"
CHERRY
PARCEL 2923059029
30,105± SQ FT
0.69 ACRE(S)
N88°18'53"W
135.00
N88°18'53"W135.00
N0
1
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4
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22
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E
22
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SE 176TH STREET
SE PETROVITSKY RD
EXIST.
HOUSE
# 459 39"
CEDAR
# 458 30"
CEDAR
# 460 39"
CYPRESS
SET REBAR/CAP
TEL
MB
R/W
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS PE
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17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
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DEVELOPMENT ENGINEERING
msippo 07/23/2025
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LANDSCAPE AREA
FDC
CONNECTION
2" SADDLE
2" SADDLE
9-WM'S
W/EASEMENTS
FDC
CONNECTION
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CB (TYPE 1)
RIM 453.59
IE (N) 4" PVC=451.29
IE (S) 12" CMP=450.44
SLOPE EASEMENT
PER REC. NO.
8307261110
FOUND 3.5" IRON PIPE
AT PROP COR
(7.2' ABOVE GROUND)
FOUND REBAR/ CAP
LS# 28101
0.1.W OF LINE & 0.42N
FROM PROP COR
# 455 22"
D. FIR
# 448 76"
MAPLE (PRUNE)
# 449 94"
POPLAR
# 453 9"
HAWTHORNE
# 452 38"
HAWTHORNE
# 456 74"
POPLAR # 457 15"
CEDAR
FOUND REBAR/ CAP
LS# 13731 (HARSTAD)0.18W OF
LINE & 0.25N FROM PROP COR
0.1.W OF LINE & 0.42N FROM
PROP COR
30' ROADWAY EASEMENT AS
SHOWN ON SURVEY,
REC. NO. 8204079008
INGRESS-EGRESS
EASEMENT
REC. NO. 20030806000478
11
5
'
-
2
"
S
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A
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D
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# 446 8"
CHERRY # 465 26"
CHERRY
PARCEL 2923059029
30,105± SQ FT
0.69 ACRE(S)
N88°18'53"W
135.00
N88°18'53"W135.00
N0
1
°
4
4
'
4
6
"
E
22
3
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N0
1
°
4
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4
6
"
E
22
3
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'
SE 176TH STREET
SE PETROVITSKY RD
EXIST.
HOUSE
# 459 39"
CEDAR
# 458 30"
CEDAR
# 460 39"
CYPRESS
SET REBAR/CAP
TEL
MB
R/W
:22')(1&( 81/(6627+(5:,6(127('
75((6 &$/,3(5,1,1&+(6 7<3(
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LEGEND
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TESC PLAN
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS PE
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17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
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THE 13 ELEMENTS OF A CONSTRUCTION SWPPP
CONSTRUCTION SEQUENCE
TOPSOIL:
STOCKPILE EXISTING TOPSOIL DURNING GRADING AND REPLACE IT PRIOR TO PLANTING
PER BMP 15.13 OPTION 3.
R 427903
75((672%(5(029('
NOTE:
CITY OF RENTON INSPECTOR MAY REQUIRE FURTHER
EROSION CONTROL MEASURES AS NEEDED
ALL DISTURBED PERVIOUS SURFACES TO RECEIVE
SOIL AMENDMENTS PER COR STANDARD PLAN 264.00
1. Clearing Limits: Prior to any site clearing or grading, areas to remain undisturbed during project construction shall be delineated on
the project's ESC plan and physically marked on the project site. BMP plastic or Metal Fencing
2. Cover Measures: Temporary and permanent cover measures shall be provided when necessary to protect disturbed areas. The intent
of these measures is to prevent erosion by having as much area as possible covered during any period of precipitation.
BMP: Temporary cover shall be installed if an area is to remain unworked for more than seven days during the dry season (May 1 to
September 30) or for more than two consecutive working days during the wet season (October 1 to April 30). These time limits may be
relaxed if an area poses a low risk of erosion due to soil type, slope gradient, anticipated weather conditions, or other factors.
BMP: Mulching D.2.1.2.2
BMP: Plastic Covering D.2.1.2.4
3. Perimeter Protection: Perimeter protection to filter sediment from sheet flow shall be provided downstream of all disturbed areas
prior to upslope grading.
BMP: Silt Fence D.2.1.3.1
4. Traffic Area Stabilization: Unsurfaced entrances, roads, and parking areas used by construction traffic shall be stabilized to
minimize erosion and tracking of sediment offsite.
BMP: Stabilized Construction Entrance D.2.1.4.1
5. Sediment Retention: Surface water collected from all disturbed areas of the site shall be routed through a sediment pond or trap prior
to release from the site, except those areas at the perimeter of the site small enough to be treated solely with perimeter protection. Sediment
retention facilities shall be installed prior to grading any contributing area.
BMP: Catch Basin Insert D.2.1.5.F
BMP: D..2.1.5.2 Vault to be use as temporary sediment storage and to be pump and disposed of at a proper facility
6. Surface Water Collection: Surface water collection measures (e.g., ditches, berms, etc.) shall be installed to intercept all surface
water from disturbed areas, convey it to a sediment pond or trap, and discharge it downstream of any disturbed areas. Areas at the perimeter
of the site, which are small enough to be treated solely with perimeter protection, do not require surface water collection. Significant sources
of upstream surface water that drain onto disturbed areas shall be intercepted and conveyed to a stabilized discharge point downstream of the
disturbed areas. Surface water collection measures shall be installed concurrently with or immediately following rough grading and shall be
designed, constructed, and stabilized as needed to minimize erosion.
BMP: Pipe Slope Drains D.2.1.6.2 Direct surface water run off to vault.
7. Dewatering Control: The water resulting from construction site de-watering activities must be treated prior to discharge or disposed
of as specified.
BMP: No groundwater anticipated
8. Dust Control: Preventative measures to minimize wind transport of soil shall be implemented when a traffic hazard may be created
or when sediment transported by wind is likely to be deposited in water resources.
BMP: When using water for dust control, the exposed soils shall be sprayed until wet, but runoff shall not be generated by spraying.
9. Flow Control: Surface water from disturbed areas must be routed through the project's onsite flow control facility or other provisions
must be made to prevent increases in the existing site conditions 2-year and 10-year runoff peaks discharging from the project site during
construction (flow control facility, runoff treatment facility, and on-site BMP areas [existing or proposed] shall not be used for this purpose).
BMP: None required due to the small size of the project
10. Control Pollutants: Stormwater pollution prevention (SWPPS) measures are required to prevent, reduce, or eliminate the discharge
of pollutants to onsite or adjacent stormwater systems or watercourses from construction-related activities such as materials delivery and
storage, onsite equipment fueling and maintenance, demolition of existing buildings and disposition of demolition materials and other waste,
and concrete handling, washout and disposal. Section D.2.2 describes BMPs specific to this purpose; additionally, several of the ESC BMPs
described herein are applicable.
BMP: Concrete Handling (see notes below
11. Protect Existing and Proposed Stormwater Facilities and On-site BMPs: Sedimentation and soil compaction reduce the
infiltration capacity of native and engineered soils. Protection measures shall be applied/installed and maintained so as to prevent adverse
impacts to existing stormwater facilities and on-site BMPs and areas of proposed stormwater facilities and on-site BMPs for the project.
Adverse impacts can prompt the requirement to restore or replace affected stormwater facilities and on-site BMPs.
BMP: Protect all stormwater facilities and on-site BMPs and proposed stormwater facility and on-site BMP footprints from
sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the BMPs/
facilities.
BMP: Stormwater facilities and on-site BMPs shall be restored to their fully functioning condition if they accumulate sediment
during construction. Restoring the stormwater facilities and on-site BMPs shall include, at a minimum, removal of sediment and any
sediment-laden bioretention soils, and replacing the removed soils with soils meeting the design specification. Replacement with a new fully-
functioning stormwater facility and/or on-site BMP may be required if restoration to the fully-functioning condition can't be accomplished.
12. Maintain Protective BMPs: Protection measures shall be maintained to ensure continued performance of their intended function, to
prevent adverse impacts to existing BMPs/facilities and areas of proposed BMPs/facilities, and protect other disturbed areas of the project.
13. Manage the Project: Coordination and timing of site development activities relative to ESC concerns, and timely inspection,
maintenance and update of protective measures are necessary to effectively manage the project and ensure the success of protective ESC and
SWPPS design and implementation.
DEVELOPMENT ENGINEERING
msippo 07/23/2025
CB (TYPE 1)
RIM 453.59
IE (N) 4" PVC=451.29
IE (S) 12" CMP=450.44
SLOPE EASEMENT
PER REC. NO.
8307261110
FOUND 3.5" IRON PIPE
AT PROP COR
(7.2' ABOVE GROUND)
FOUND REBAR/ CAP
LS# 28101
0.1.W OF LINE & 0.42N
FROM PROP COR
# 455 22"
D. FIR
# 448 76"
MAPLE (PRUNE)
# 449 94"
POPLAR
# 453 9"
HAWTHORNE
# 452 38"
HAWTHORNE
# 456 74"
POPLAR # 457 15"
CEDAR
FOUND REBAR/ CAP
LS# 13731 (HARSTAD)0.18W OF
LINE & 0.25N FROM PROP COR
0.1.W OF LINE & 0.42N FROM
PROP COR
30' ROADWAY EASEMENT AS
SHOWN ON SURVEY,
REC. NO. 8204079008
INGRESS-EGRESS
EASEMENT
REC. NO. 20030806000478
11
5
'
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2
"
S
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# 446 8"
CHERRY # 465 26"
CHERRY
PARCEL 2923059029
30,105± SQ FT
0.69 ACRE(S)
N88°18'53"W
135.00
N88°18'53"W135.00
N0
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4
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SE 176TH STREET
SE PETROVITSKY RD
EXIST.
HOUSE
# 459 39"
CEDAR
# 458 30"
CEDAR
# 460 39"
CYPRESS
SET REBAR/CAP
TEL
MB
R/W
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LANDSCAPE AREA
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FF 448 FF 450 FF 452 FF 454
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FILTERRA (FTPD)
RIM 441.90
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(SEE DETAIL C-5)
DS
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FG 442.50
FG 446.32
FG 446.12
FG 448.70
FG 448.57
FG 448.43
FG 450.16
FG 450.10
FG 450.34
FG 456.98
FG 456.98
PROVIDE CONCRETE ADA PAD
(4'X4') AND TIE INTO EXISTING
SIDEWALK
SAW CUT EX ASPHALT 2' MIN
WIDE.
PROVIDE CONCRETE ADA PAD
(4'X4') AND TIE INTO EXISTING
SIDEWALK
WATERMAIN INSTALLATION
SAW CUT AND PATCH EX
ASPHALT AND RESTORATION
SHALL BE PER COR TRENCH
RESTORATION AND STREET
OVERLAY REQUIREMENTS
FG 446.00
TC 456.00
FF 442.5
FF 442.5
FF 442.5
FF 442.5
12'
FTG DRAIN
FTG DRAIN
YD RIM 445.20
IE 442.50 6" ROOF DRAIN
IE 443.50 4" FTG DRAIN
PUMP MANHOLE
SEE DETAIL (C7)
CB#5 TYPE 1 W/SOLID LID
RIM 451.50
IE IN 452.00 2" FORCEMAIN W/
DOWNTURNED ELBOW
IE OUT 450.60 12"
24LF 12" DI S=0.67%
TIE INTO EX CB
TC 443.10
FG 442.60
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RIM 442.50
IE 439.50 6" ROOF DRAIN
IE OUT 439.50 6" ROOF DRAIN
FG 442.50
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IE
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26
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PVC
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S=10.7%
TC 445.50
FG 445.00
6" CONC. CURB
STA 1+35.06
REMOVE EXISTING CURB FROM
STA 1+15 TO 1+55 AND INSTALL
NEW 24' WIDE DRIVEWAY
APPROACH (SEE DETAIL SHEET
C10)
TC 448.00
TC 442.80
FG 442.30
2" SCHD 80 FORCE MAIN
TC 445.86
FG 445.36
FG 452.41
FG 452.37
FG 453.05
ADA RAMP
SEE DETAIL
SHEET 4
6LF 12" DI
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IE 4
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LEGEND
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:0
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SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M
CITY OF RENTON, STATE OF WASHINGTON
GRADING AND DRAINAGE PLAN
&,7<2)5(1721
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS
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R-XXXXX
17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
3" COMP DEPTH HMA
3" COMP DEPTH ATB
6" COMP DEPTH GRAVEL BORROW
COMPACTED SUB GRADE
26 FT
2%
R 427904
NOTE:
ALL DISTURBED PERVIOUS SURFACES TO RECEIVE SOIL
AMENDMENTS PER COR STANDARD PLAN 264.00
VARIES
3" COMP DEPTH HMA
3" COMP DEPTH ATB
6" COMP DEPTH GRAVEL BORROW
COMPACTED SUB GRADE
CONC CURB
24 FT4 FT
WALK
CONC CURB
8"
6"1"R1/2"R
PAVEMENT
FINISHED GRADE
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16
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7'
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5'
7
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7.
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%
2%
2%
FG 454.00FG 453.90
FG 453.47FG 453.37
FG 453.47FG 453.37
FG 454.00FG 453.90
DEVELOPMENT ENGINEERING
msippo 07/23/2025
Surface Water Enginering
jfarah 07/23/2025
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SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M
CITY OF RENTON, STATE OF WASHINGTON
STORM PROFILES
&,7<2)5(1721
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS
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R-XXXXX
17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
R 427905
DEVELOPMENT ENGINEERING
msippo 07/23/2025
CB (TYPE 1)
RIM 453.59
IE (N) 4" PVC=451.29
IE (S) 12" CMP=450.44
SLOPE EASEMENT
PER REC. NO.
8307261110
FOUND 3.5" IRON PIPE
AT PROP COR
(7.2' ABOVE GROUND)
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D. FIR
# 446 8"
CHERRY # 465 26"
CHERRY
N88°18'53"W
135.00
SE 176TH STREET
SE PETROVITSKY RD
TEL
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10.5 FT ROW DEDICATION
INSTALL 12FT CONC.
SIDEWALK
EX CURB AND GUTTER TO
REMAIN
FG 446.32
FG 446.12
FG 448.70
FG 448.57
FG 448.43
FG 450.16
FG 450.10
FG 450.34
FG 456.98
FG 456.98
PROVIDE TEMPORARY ADA
ASPHALT PAD (4'X4') AND TIE
INTO EXISTING SIDEWALK
SAW CUT EX ASPHALT 2 FT MIN
WIDE
PROVIDE TEMPORARY ADA
ASPHALT PAD (4'X4') AND TIE
INTO EXISTING SIDEWALK
SAW CUT AND PATCH EX
ASPHALT AND RESTORATION
SHALL BE PER COR TRENCH
RESTORATION AND STREET
OVERLAY REQUIREMENTS
TC 446.00 TC 448.00 TC 452.00 TC 454.00
TC 456.00
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17217 7TH AVENUE WEST
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R 427906
NEW CONC WALK
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FG 446.00
FG 446.40
FG 446.08
FG 456.98FG 456.90
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FG 456.98
FG 456.98
EX 456.90
EX 456.54
8'
FG 456.68
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7
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EX 7.14%EX 9.08%
DEVELOPMENT ENGINEERING
msippo 07/23/2025
SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M
CITY OF RENTON, STATE OF WASHINGTON
&,7<2)5(1721
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17217 7TH AVENUE WEST
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C-5
DEVELOPMENT ENGINEERING
msippo 07/23/2025
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17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
C3
2
0
0
4
7
6
3
PUMP SYSTEM MAINTENANCE PROCEDURES
1. IN ADDITION TO THE TWO ACTIVE PUMPS
THERE SHALL BE TWO BACKUP PUMPS
LOCATED ON SITE.
2. DURING ACTIVE RAIN STORMS THE PUMPS
SYSTEM SHALL CHECKED FOR PROPER
OPERATION.
3. THE NAME AND PHONE NUMBER OF THE
PUMP INSTALLER SHALL BE MOUNTED ON
THE HIGH WATER
ALARM BOX AND CONTACTED IN THE
EVENT OF PUMP OR SYSTEM FAILURE.
4. THE BACKUP EMERGENCY GENERATOR
SHALL BE MAINTAINED AND SERVICED PER
THE
MANUFACTURE'S RECOMMENDATIONS.
5. THE BACKUP EMERGENCY GENERATOR
SHALL BE CHECKED FOR PROPER
OPERATION MONTHLY.
APPLICANT SHALL CONDUCT A PUMP FLOW
TEST DEMONSTRATING:
· AVERAGE DISCHARGE RATE OF THE
PUMPS SHALL BE EQUAL TO OR LESS THAN
5.0 GPM FOR THE RANGE OF FLOWS FROM
PUMP-ON ELEVATION TO PUMP-OFF
ELEVATION.
PUMP STATION PLAN
R 427908
DEVELOPMENT ENGINEERING
msippo 07/23/2025
'(7$,/6
&,7<2)5(1721
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS PE
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R-XXXXX
17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
C3
2
0
0
4
7
6
3
5
PER CITY REVIEW 6-7-25
6-7-25
6-7-25
DEVELOPMENT ENGINEERING
msippo 07/23/2025
'(7$,/6
&,7<2)5(1721
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS PE
T
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17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
C3
2
0
0
4
7
6
3
5
PER CITY REVIEW 6-7-25
6-7-25
6-7-25
DEVELOPMENT ENGINEERING
msippo 07/23/2025
'(7$,/6
&,7<2)5(1721
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS PE
T
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17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
C3
2
0
0
4
7
6
3
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DEVELOPMENT ENGINEERING
msippo 07/23/2025
SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M
CITY OF RENTON, STATE OF WASHINGTON
127(6
&,7<2)5(1721
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PETROVITSKY APARTMENTS PE
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R-XXXXX
17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
C3
2
0
0
4
7
6
3
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DEVELOPMENT ENGINEERING
msippo 07/23/2025
AP
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FF 451
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FF 442
FF 442
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FG 441.8
FG 442.0
FF 448 FF 450 FF 452 FF 454
CB (TYPE 1)
RIM 453.59
IE (N) 4" PVC=451.29
IE (S) 12" CMP=450.44
SLOPE EASEMENT
PER REC. NO.
8307261110
FOUND 3.5" IRON PIPE
AT PROP COR
(7.2' ABOVE GROUND)
FOUND REBAR/ CAP
LS# 28101
0.1.W OF LINE & 0.42N
FROM PROP COR
# 455 22"
D. FIR
# 448 76"
MAPLE (PRUNE)
# 449 94"
POPLAR
# 453 9"
HAWTHORNE
# 452 38"
HAWTHORNE
# 456 74"
POPLAR # 457 15"
CEDAR
FOUND REBAR/ CAP
LS# 13731 (HARSTAD)0.18W OF
LINE & 0.25N FROM PROP COR
0.1.W OF LINE & 0.42N FROM
PROP COR
30' ROADWAY EASEMENT AS
SHOWN ON SURVEY,
REC. NO. 8204079008
INGRESS-EGRESS
EASEMENT
REC. NO. 20030806000478
11
5
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-
2
"
S
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# 446 8"
CHERRY # 465 26"
CHERRY
PARCEL 2923059029
30,105± SQ FT
0.69 ACRE(S)
N88°18'53"W
135.00
N88°18'53"W135.00
N0
1
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4
4
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E
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3
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SE 176TH STREET
SE PETROVITSKY RD
EXIST.
HOUSE
# 459 39"
CEDAR
# 458 30"
CEDAR
# 460 39"
CYPRESS
SET REBAR/CAP
TEL
MB
R/W
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LEGEND
)
:0
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CONCEPTUAL UTILITY PLAN
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PETROVITSKY APARTMENTS PE
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17217 7TH AVENUE WEST
BOTHELL, WA 98012
TEL. (206) 390-8374
FAX. (425) 741-8214
'(&&,2(QJLQHHULQJ
C3
2
0
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6
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R 427913
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025 amorganroth
07/25/2025
CURRENT PLANNING
DEVELOPMENT ENGINEERING
msippo 07/23/2025 amorganroth
07/25/2025
CURRENT PLANNING
DEVELOPMENT ENGINEERING
msippo 07/23/2025 amorganroth
07/25/2025
CURRENT PLANNING
DEVELOPMENT ENGINEERING
msippo 07/23/2025 amorganroth
07/25/2025
CURRENT PLANNING
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
DEVELOPMENT ENGINEERING
msippo 07/23/2025
CUT INTO EX 8" WATER LINE
3- 8" GV (FLXMJ)
2-8" DI SPOOLS (MIN 24"
LENGTH)
2-8" COUPLING ADAPTORS (MJ)
1-CONC. BLK SEE DETAIL W-1A 130 LF 8" DIP CL52
1-22 1/2 DEG EL MJ
1-CONC. BLK SEE DETAIL
W
-
1
A
1-90 DEG EL MJ
1-CONC. BLK PER DETAIL W-1A
1-8" GV (FLXMJ)
2-8" DI SPOOL 24" MIN LENGTH
1-8" TRANSITION COUPLING AC TO DI
1-8" COUPLING ADAPTER
1-CONC. BLK PER DETAIL W-1A
8"W DI
AP
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6
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LANDSCAPE AREA
TO BE
REMOVED
FDC W/DCDA
CONNECTION
2"
B
R
A
S
S
F
I
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E
L
I
N
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5-WM'S
GA
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2"
B
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CONNECTION
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CB (TYPE 1)
RIM 453.59
IE (N) 4" PVC=451.29
IE (S) 12" CMP=450.44
SLOPE EASEMENT
PER REC. NO.
8307261110
FOUND 3.5" IRON PIPE
AT PROP COR
(7.2' ABOVE GROUND)
FOUND REBAR/ CAP
LS# 28101
0.1.W OF LINE & 0.42N
FROM PROP COR
# 455 22"
D. FIR
# 448 76"
MAPLE (PRUNE)
# 449 94"
POPLAR
# 453 9"
HAWTHORNE
# 452 38"
HAWTHORNE
# 456 74"
POPLAR # 457 15"
CEDAR
FOUND REBAR/ CAP
LS# 13731 (HARSTAD)0.18W OF
LINE & 0.25N FROM PROP COR
0.1.W OF LINE & 0.42N FROM
PROP COR
30' ROADWAY EASEMENT AS
SHOWN ON SURVEY,
REC. NO. 8204079008
INGRESS-EGRESS
EASEMENT
REC. NO. 20030806000478
11
5
'
-
2
"
S
H
A
R
E
D
O
P
E
N
SP
A
C
E
# 446 8"
CHERRY # 465 26"
CHERRY
PARCEL 2923059029
30,105± SQ FT
0.69 ACRE(S)
N88°18'53"W
135.00
N88°18'53"W135.00
N0
1
°
4
4
'
4
6
"
E
22
3
.
0
0
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1
°
4
4
'
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6
"
E
22
3
.
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SE 176TH STREET
SE PETROVITSKY RD
EXIST.
HOUSE
# 459 39"
CEDAR
# 458 30"
CEDAR
# 460 39"
CYPRESS
SET REBAR/CAP
TEL
MB
R/W
LOCATE WATERMAIN 5'
FROM PROP TO EDGE OF
PIPE
10' WATER EASEMENT TO
SOOS CREEK
9-WM'S
LOCATE WATERMAIN 5'
FROM PROP TO EDGE OF
PIPE10' WATER EASEMENT TO
SOOS CREEK
20
'
SAW CUT EX PAVEMENT
AND PROVIDE TRENCH
RESTORATION PER CITY OF
RENTON R/W PERMIT
REPLACE EX AC PIPE WITH
8" DIP CLS 52TIE INTO EX 8" AC PIPE
1-8" GV (MJXFL)
1-8" DI SPOOL (24" MIN. LENGTH)
1-8" TRANSITION COUPLING FROM
AC TO DI
C3-108
ABANDON WATER METER
10' EASEMENT TO
SOOS CREEK
1-8X2X8 TEE MJXFLXMJ
1-2" GV FL X TAP RESILIENT 6($7GV
1-CONC BLOCK
16-LF 8" DIP
SET METERS AT 1.0 FEET FROM EDGE
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SEPERATION BETWEEN ('*(62)
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TIE INTO EX 8" WATER LINE
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SET METERS AT EDGEOF ($6(0(17
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1-2" GV FL X TAP RESILIENT 6($7GV
1-CONC BLOCK
VICINITY MAP
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1 WATERMAIN PLAN, NOTES & VICINITY MAP
SH.NO. DESCRIPTION
SHEET INDEX
WATER GENERAL NOTES:
1.
2.
3.
(REVISED 05/16/11)
4.
5.
6.
7.
8.
9.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK
WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS “DISTRICT”.
THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION
PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION.
PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED,
GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.
FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES
REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR’S
EXPENSE.
RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR
INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE
STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF
THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER
INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE
WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR
INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A
SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).
ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE
DEVELOPER/CONTRACTOR.
THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A
PRECONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE
DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT’S FIELD REPRESENTATIVE AT LEAST 48 HOURS
(REGULAR WORKING DAYS) BEFORE STARTING WORK.
THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT
REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
10.
N 223 FT OF S 265 FT OF W 135FT OF SE 1/4 OF SE 1/4 EXEMT POR PER
RCW 84.36.381-389
PARCEL NUMBER2923059029LOT SIZW 30,105 SF
SITE ADDRESS11204 SE PETROVITSKY RDRENTON, WA. 98056
LEGAL DESCRIPTION
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PLAN REVIEW 12-916 BASE MAP C3
WATER DETAILS2
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WATER DETAILS3
FIRE ROOM FDC W/
DCDA CONNECTION
FIRE ROOM FDC W/
DCDA CONNECTION
soos creek plans for
reference only. a
copy of the approved
soos creek water and
sewer plans to be
onsite at all times
during construction
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SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M
CITY OF RENTON, STATE OF WASHINGTON
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soos creek plans for
reference only. a
copy of the approved
soos creek water and
sewer plans to be
onsite at all times
during construction
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SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M
CITY OF RENTON, STATE OF WASHINGTON
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PLAN REVIEW 12-916 BASE MAP C3
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soos creek plans for
reference only. a
copy of the approved
soos creek water and
sewer plans to be
onsite at all times
during construction
EX GROUND
DISTRICT SEWER SYSTEMPRIVATE SEWER SYSTEM
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223.00'
N01°44'46"E
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STA 0+00 SSMH 1
PRIVATE MH
8" PVC SEWER
8"
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2" BRASS FIRE LINE
C0 TYP.
C0 TYP.
C0 TYP.
C0 TYP.
C0 TYP.C0 TYP.C0 TYP.C0 TYP.C0 TYP.
2" BRASS FIRE LINE
SS STUB
MH STA 0+81
2% MIN SLOPE
4" PVC
SS STUB
MH STA 0+71
2% MIN SLOPE
4" PVC
SS STUB
MH STA 0+45
2% MIN SLOPE
4" PVC
SS STUB
MH STA 0+36
2% MIN SLOPE
4" PVC
10' PRIVATE
SEWER
EASEMENT
UNIT 4
UNIT 3
UNIT 2
UNIT 1 CARPORT
CARPORT
CARPORT
FIRE LANE
FIRE LANE
UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9
FF 451FF 451FF 451 FF 451 FF 451
FF 448
FF 450
FF 452
FF 454
SS STUB
2% MIN SLOPE
MH 696-12
EX SSMH
RIM 438.76
IE=428.86 8" PVC N
IE= 429.00 8" PVC SW
CORE DRILL AND TIE
INTO EX SSMH AND
RECHANNEL KOR AND
SEAL BOOT
20'
MH 1468-1
10' SEWER EASEMENT
TO SOOS CREEK
STA 0+00
C 100
SSMH 1468-1
STA 2+04
RIM 442.00
IE IN = 431.00 8" PVC E
IE OUT = 430.90 8" PVC NW
VICINITY MAP
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SEWER DETAILS
5
4
2
3
1
SH.NO. DESCRIPTION
SHEET INDEX
SEWER PLAN AND PROFILE & NOTES
EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES.
SEWER GENERAL NOTES:
1.
2.
3.
11.
12.
13.
(REVISED 05/16/11)
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER
DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT".
THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED
BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION.
CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT
AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE.
ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED
TO ENTER THE EXISTING SYSTEM.
PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED,
AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.
FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS
TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE.
4.
NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE
AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR
TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER
PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER
HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).
6.
ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.7.
PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR.8.
THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION
MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE DEVELOPER/ CONTRACTOR SHALL
NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING
WORK.
9.
THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS.
INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
10.
5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH
RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE
PAID BEFORE ACCEPTANCE BY THE DISTRICT.
7.SEWER NOTES:
1.Comply with current Soos Creek Water & Sewer District approved Comprehensive Sewerage
Plan and all amendments thereto.
2.Verify existing sewer main facility locations, sizes and type of pipes, and feasibility of use.
3.Utilize the aerial base map data to determine the sewer service area requirements.
4.Minimum separation between sewer and water shall be according to the Washington State
Department of Ecology (DOE) requirements.
5.Minimum depth of manholes shall be 8 feet in public right-of-ways and other paved traffic areas;
or 6 feet in non-traffic easements.
6.Pipe shall be PVC or D.I. Ductile iron pipe shall be used for all slopes greater than 20% and for
sewer 18 feet and deeper.
7.Minimum slope on all 8-inch sewer lines shall be 0.4% (0.004). Minimum slope on all dead end
lines shall be 1.0%. All other minimum slopes shall be per DOE requirements.
8.All main line sewers shall terminate with a manhole.
9.Main line sewers shall be extended to the boundaries of plat or commercial development as
required for future connections.
10.Main line sewers shall be a minimum of 8-inches in diameter. Maximum design capacity for all
sanitary lines shall not exceed d/D - 0.8.
11.According to King County Road or city standards, location for sewer main lines shall be 5 feet
South and 5 feet West of street centerline (other locations subject to District, King County and/or
city approvals). Sewer mains shall be located to not cross under storm detention vaults.
12.Minimum cover on all sewer main lines shall be 7 feet in public right-of-ways and other paved
traffic areas and 5 feet on easements (out of paved areas).
13.Maximum distance between manholes shall be 400 feet
14.Pipe size, length and slopes of all main lines shall be shown on the profile.
15.Sewer mains shall maintain minimum 10 feet separation from power vaults, hand holes and
light standards.
16.ALL SEWER LINES shall be subject to television testing for conformance to the District's
standard specifications. Final acceptance of SEWERS will be subject to the District's Resolution
No. 1904-S.
SEWER STUB SERVICES
1.All stub services shall be 6-inch minimum diameter and terminate at the property and/or
easement line with a 6-inch cap, or 10 feet past at option of Developer/Contractor. (Install TEE at
property line/or easement line as directed.)
2.Minimum cover shall be 5 feet at the property line, or deeper, if required to provide sewer
service and/or proper clearance from other utilities.
3.Minimum slope on stub services shall be 2%.
4.Each lot/unit shall have a single side sewer stub unless the District issues a special permit for
double side sewer.
5.For one/two units, the side sewer stub shall connect directly to the sewer main with a tee (or to a
manhole).
6.For commercial buildings, schools, and apartments, the side sewer stub shall connect directly to
a manhole.
7.Provide one stub to each tract for OFFSITE sewers required in paved areas, and stubs for future
lots shall be extended out from under any paved areas.
8.Maximum 6-inch side sewer length shall be 200 feet with a surface 1 cleanout at 100 foot
intervals and at the end.
9.Puget Sound Energy vaults, hand holes and light standards shall be located no closer than 1O
feet from sewer stub services.
10.Refer to Soos Creek Water and Sewer District current side sewer policy for other side sewer
requirements.
ALTERNATIVE SEWER SYSTEM
1.It is the District's policy that transporting sewage by gravity is the best system. Alternative
pressure systems will be permitted only in those circumstances when a gravity system would be
impractical, unreasonably expensive or otherwise infeasible.
2.A pre-design report, with system analysis to justify the installation of an alternative system, must
be submitted prior to design. Approval of an alternative system must be given by the District's
Board of Commissioners.
3.The District has selected the grinder pump pressure system as most suitable for its needs and
has standardized on the "Environment One" grinder pump for all installations.
4.All pipe and fittings for the alternative system shall be High Density Polyethylene (HDPE). See
Section C - Materials.
5.HDPE pipe location shall be identified by installation of a 16-gauge solid tracer wire attached to
top of pipe and by "SEWER" warning tape installed 18 inches above the
SEWER NOTES:
SEWER PROFILE
HORZ.: 1"=20'
VERT 1"=4'
LEGAL DESCRIPTION
SITE ADDRESS11204 SE PETROVITSKY RDRENTON, WA. 98056
PARCEL NUMBER2923059029LOT SIZW 30,105 SF
N 223 FT OF S 265 FT OF W 135FT OF SE 1/4 OF SE 1/4 EXEMT POR PER
RCW 84.36.381-389
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PLAN REVIEW 12-916 BASE MAP C3
48
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PRIVATE
PRIVATE
DISTRICT
DTL S2, S27
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22
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PLAN REVIEW 12-916 BASE MAP C3
6
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during construction
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PLAN REVIEW 12-916 BASE MAP C3
soos creek plans for
reference only. a
copy of the approved
soos creek water and
sewer plans to be
onsite at all times
during construction