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EX M H I IN NW1 /4, NW1 /4, SECTION 15, T.23 N., R.5 E., W.M.
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REBAR W /CAP NO'D - -�-
"22338" ON PROP. OR q
(VISITED 2/08) L CA
_ -- & 3/4" & DCVA
of 3 +75- NEW \v3 /4"
N DOMESTIC METER
W & 33/4 "& RPBA
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12/15/08
1 +07.96; 27.21'RT
SG
6"
____
INV= 402.00
ss _ ._
12"SS( #5 -503)
(5' MAX. FROM I
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INV = 403 °/ 50(6 "IN -S) SCALE : 1 " =15'
C.O.R. BM #1937
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ss- _
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;
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NO /T REQUIRED
/ ELEV = 403.723
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FNSTALL 6" SIDE SEWER
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///
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ISHALL BE CURRENT CITY OF
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TOP 405.61
C.O.R. STD#B075 -1. RESTORE
RENTON
TRENCH RESTORATION &
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3 +00 969.66' _ 1634.81x/
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REBAR W /CAP NO'D - -�-
"22338" ON PROP. OR q
(VISITED 2/08) L CA
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N DOMESTIC METER
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6.6 W OF
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210240068
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' 379.3118 "E EX. PCC PAVEMENT
STRE AY REQUIREMENT
PER C.O.R. STD#H033
V 30 "STf - 24 "HDP ,-.IN 379.2
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NOTES
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE
VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL
UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH
OF ALL UTILITIES.
4 +00 E
SS( #S -503)
I \IL\ N.E. 4TH ST -
4 +04.02 -_ \\ (POSTED 35MPH)
0
N I N \ c 6" GAS
44' -6 "SS`s `�
S =2.12% ( \ I SET SITE TBM: . ---
� NAIL IN PP
GLFV = 409,94' ABANDONED 4 "A.C. WTR(W -240) BERM
_ -_ -_
-___-
w i 33'EX F.H. 8 "C.I.W(T.J.)( #W-240)TELTCABLE --�/`- -
i
9± EAST
EX VERT. CURB &' GUTTER
EX 4.5'
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SO Ex 5 WA
10/9-voq
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AS SHOWN
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2.93; 27.31'RIF
SSCO; INV= 397.93 N
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6" SCd
12/15/08
1 +07.96; 27.21'RT
5' -6 "$S STUB 1
6"
450 GAL OIL /WATER a1z w E
INV= 402.00
SPD
SEPARATOR(SFE- DETAIL)
(5' MAX. FROM I
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RIM = 407.00/
INV= 403.00(6 "OUT -N) S
BLDG
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STRE AY REQUIREMENT
PER C.O.R. STD#H033
V 30 "STf - 24 "HDP ,-.IN 379.2
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NOTES
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE
VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL
UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH
OF ALL UTILITIES.
4 +00 E
SS( #S -503)
I \IL\ N.E. 4TH ST -
4 +04.02 -_ \\ (POSTED 35MPH)
0
N I N \ c 6" GAS
44' -6 "SS`s `�
S =2.12% ( \ I SET SITE TBM: . ---
� NAIL IN PP
GLFV = 409,94' ABANDONED 4 "A.C. WTR(W -240) BERM
_ -_ -_
-___-
w i 33'EX F.H. 8 "C.I.W(T.J.)( #W-240)TELTCABLE --�/`- -
i
9± EAST
EX VERT. CURB &' GUTTER
EX 4.5'
"PCAN 408
0 "SURVEYED)
SO Ex 5 WA
414
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Cell 2 Working Days Before You Dig 2. 2ND au PLAN REVIEW
1 -800- 424 -5555 1. IST CITY PLAN nYtEW
Utilities Underground Location Center
(ID,MT,ND,OR,WA) NO. REVISION
/ �,,, , -18 E,
TOP 410.42
INV 380.4218'E
INV 380.3218 "W
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CAST IRON RING
RECESSED
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2 NO. 1012P
DIAMOND PLATE
INSPECTION COVERS
(12 "X 12")
10/9-voq
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12/15/08
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450 GAL OIL /WATER a1z w E
INV= 402.00
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SEPARATOR(SFE- DETAIL)
(5' MAX. FROM I
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INV= 403.00(6 "OUT -N) S
BLDG
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INV = 403 °/ 50(6 "IN -S) SCALE : 1 " =15'
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Cell 2 Working Days Before You Dig 2. 2ND au PLAN REVIEW
1 -800- 424 -5555 1. IST CITY PLAN nYtEW
Utilities Underground Location Center
(ID,MT,ND,OR,WA) NO. REVISION
/ �,,, , -18 E,
TOP 410.42
INV 380.4218'E
INV 380.3218 "W
6+ 6.43
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12 Ya -
14" -
CAST IRON RING
RECESSED
LIFT POCKET
2 NO. 1012P
DIAMOND PLATE
INSPECTION COVERS
(12 "X 12")
NO. 222P DIAMOND
PLATE ACCESS DOOR
(24 "X 24")
8" DIA. HOLE TYR
EA. END FOR
INLET & OUTLET
NOTES: � f 111 -1 1 0" 1'4t�
1. UTILITY VAULT COMPANY, INC., $660 -SA, OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE
OPENINGS. IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE- DRILLED. PIPE OPENINGS
SHALL&&L#%R 20 FEETPOF 6RIVEFOR ACCESS BY MAINTENANCE VEHICLE.
3. INSPECTION AND SAMPLING TEE TO BE INSTALLED BY CONTRACTOR, LINE -SIZED PVC TEE SHALL BE USED
WHERE LINE IS 6 "DIA. OR GREATER. SIX INCH PVC TEE SHALL BE USED WHERE LINE IS LESS THAN 6 "DIA.
4. FILL WITH CLEAN WATER PRIOR TO START -UP OF SYSTEM.
5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER.
6. CONNECTIONS TO CONCRETE WALLS WITH F.V.C. PIPE REQUIRE PVCXCONC. MANHOLE ADAPTERS. SEAL ALL
PIPE CONNECTIONS WITH NONSHRINK GROUT.
NOTE&
1. 8" CLEANGIJ S SHALL BE EASE JORDAN IRON WURK5, NQ
N". 3F9A OR FDIIAI. MFAN 01.T SHAII AF A WATFR 7IMT ASBFMRI Y.
2. IN UNMPROVED AREAS, POUR A P-d' THICK, W-0" SQUARE
CDNCREM. CLASS 3000, PAD AROUND THE RING AND COVEP..
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING 3R36.
To
10/9-voq
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CRONES
AS SHOWN
NoNrzoiNwVOi a1e5i %Nash
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TIED
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12/15/08
7P0
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6"
OUTLET
10/'�0/06
SPD
CHEG(F0:
JPO
AT NLL 501E
IF NOT ONE INCH
� Mm N...
- - - --
DATE
6'0"
+PIMED;
- /-BAFFLES
1
INSPECTION &
SAMPLING TEE
E
GRIT /SLUDGE
(SEE NOTE 3)
z,
-z"
RE TAINER WEIR
NO. 222P DIAMOND
PLATE ACCESS DOOR
(24 "X 24")
8" DIA. HOLE TYR
EA. END FOR
INLET & OUTLET
NOTES: � f 111 -1 1 0" 1'4t�
1. UTILITY VAULT COMPANY, INC., $660 -SA, OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE
OPENINGS. IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE- DRILLED. PIPE OPENINGS
SHALL&&L#%R 20 FEETPOF 6RIVEFOR ACCESS BY MAINTENANCE VEHICLE.
3. INSPECTION AND SAMPLING TEE TO BE INSTALLED BY CONTRACTOR, LINE -SIZED PVC TEE SHALL BE USED
WHERE LINE IS 6 "DIA. OR GREATER. SIX INCH PVC TEE SHALL BE USED WHERE LINE IS LESS THAN 6 "DIA.
4. FILL WITH CLEAN WATER PRIOR TO START -UP OF SYSTEM.
5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER.
6. CONNECTIONS TO CONCRETE WALLS WITH F.V.C. PIPE REQUIRE PVCXCONC. MANHOLE ADAPTERS. SEAL ALL
PIPE CONNECTIONS WITH NONSHRINK GROUT.
NOTE&
1. 8" CLEANGIJ S SHALL BE EASE JORDAN IRON WURK5, NQ
N". 3F9A OR FDIIAI. MFAN 01.T SHAII AF A WATFR 7IMT ASBFMRI Y.
2. IN UNMPROVED AREAS, POUR A P-d' THICK, W-0" SQUARE
CDNCREM. CLASS 3000, PAD AROUND THE RING AND COVEP..
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING 3R36.
To
10/9-voq
UPO
I SumevEO,
CRONES
AS SHOWN
NoNrzoiNwVOi a1e5i %Nash
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TIED
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12/15/08
7P0
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10/'�0/06
SPD
CHEG(F0:
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AT NLL 501E
IF NOT ONE INCH
� Mm N...
BY
DATE
APPR
+PIMED;
far:FY. -1
! TIGHT
OIL /WATER SEPARATOR
NO SCALE
CITY OF RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BY: =� Z DATE: 49r}-Z3 2069
BY: DATE:
BY: __ - DATE:
8 OR 6 INCH CLEANOUT ` 19217 36rd Avenue W.
Suite 106
ADOPTED a9 Lynnwood, WA 98036
o ® . CHY DF ffi N �¢I O� ` phone: (425)775 -1591
STANDARD PLANS e-mail: info ®Isaengineering.com
UN DARE: D3 /2005 w-A I;3S4E. web: Isaengineering.com
DWG. NAME: 8076 -1 SP PAGE: 8076.1
FINAL MYLARS - Io -22 -oq SSA #5102
VAN NGUYEN &: MINH -DU HUYNH X06 -27 -08
VAN'S AUTO REPAIR " aoa �+ES
ASE: xulwl -oH
oaAww'6p
SEWER & WATER PLAN
4405 NE 4TH STREET - RENTON C3 °x'70
CQ; -38101 B- 08034E
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CC
CL
WATER UTILITY NOTES & SPECIFICATIONS
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER
UTILITY:
2. All work material shall be in conformance with the standards and
specifications of the City of Renton Planning /Building /Public Works
Department and the 1996 edition of the WSDOT /APWA Standards and
Specifications, as approved and modified by the City of Renton in the
Renton Standard Plans & Specifications. A set of approved plans shall
be kept on site at all times during construction.
3. The hours of work in the street right of way shall be limited to 8:30 am
to 3:30 pm on weekdays unless otherwise approved in writing by the
Department of Public Works at (425) 430 -7301. The Police Department,
Fire Department, and 911, shall be notified 24 hours in advance of
any work in the right of way.
4. All locations of existing utilities shown are approximate and it shall be
the contractor's responsibility to verify the true and correct location so
as to avoid damage or disturbance. For utility locate call 48 -Hours
Locators, 1- 800 - 424 -5555.
5. An approved Traffic Control Plan is required to be submitted at the
Pre- Construction meeting.
6. All water main pipe to be cement lined ductile iron pipe conforming to
AWWA C110 and C111 or latest revision, thickness Class 52. Cement
mortar lining and seal coating shall conform to AWWA C104 or latest
revision. Pipe joints to be push -on or mechanical joint. Bedding to be
Class C. All ductile iron pipe and fittings shall be polyethylene wrapped
per ANSI /AWWA C105/A21.5 -93 Standards.
7. Cast iron and ductile iron fittings shall be cement lined, pressure rated
as noted on plans, and in accordance with ANSI /AWWA C1 1 O/A21.10-87.
Cement lining shall be in accordance with ANSI /AWWA C104/421.4 -90.
If fittings are 3 inches to 12 inches in diameter and have mechanical
joints, the fittings shall be in accordance with either ANSI /AWWA
C110/A21.10 -87 or ANSI /AWWA C153/A21.53 -94. 3 inch to 12 inch
diameter fittings which have mechanical joints and /or flanged joints
shall be in accordance with ANSI /AWWA C110/A21.10.87 or a combination
of ANSI /AWWA C11O/A21.10.87 and ANSI /AWWA C153/A21.53 -94
such that the portion of the fitting with a mechanical joint(s), may be
with ANSI /AWWA C153/A21.53 -94 and that portion of the fitting with
flanged joint(s) shall be in accordance with AWWA C110/A21.10 -87.
Acceptance testing in accorance with section 53.53 of ANSI /AWWA
section 10 -4.3 of ANSI /AWWA C110/A21.10 -87 shall be obtained by the
contractor and transmitted to the owner.
8. Gate valves shall be iron body, bronzed- mounted, double disc with
bronze wedging device and 0 -ring
stuffing
box
(AWWA C500) or of
resilient seated type (AWWA C509).
Valves
shall
be designed for a
minimum water operating pressure
of 200
PSI.
Gate valves shall be
Clow List 14, Mueller Company NO
A2380,
or M
& H.
9. Fire hydrants shall be Corey type (opening with the pressure) or
compression type (opening against pressure) conforming to AWWA
C- 502 -85 with a 6 inch mechanical joint inlet and a main valve opening
(M.V.O.) of 5 -1/4 inches, two 2 -1/2 inch hose nozzles with National
Standard Threads 7 -1/2 threads per inch and one 4 inch pumper nozzles
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads,
outside diameter of male tread 4.875 and root diameter 4.6263.
Hydrants shall have a 1 -1/4" pentagon operating nut opened by turning
counter clockwise (left).
10. The two 2 -1/2" hose nozzles shall be fitted with cast iron threaded caps
with operating nut of the same design and proportions as the hydrant
stem nut. Caps shall be fitted with suitable neoprene gaskets for
positive water tightness under test pressures.
11. The 4" pumper nozzle shall be fitted with a Storz adapter, 4" Seattle
Thread x 5" Storz. Stortz adapter shall be forged and /or extruded
6061 -T6 aluminum alloy, hardcoat anodized. Threaded end portion
shall have no lugs and 2 set screws 180 degrees apart. Storz face to
be metal, no gasket to weather. Storz cap to have synthetic molded
rubber gasket, and shall be attached to hydrant adapter with 1/8" coated
stainless steel aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preserative paint
number 43 -655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for
fire hydrants, latest revisions.
15. All water main 10 inches and smaller to maintain a minimum cover of 36
inches below finish grade. All water main 12 inches and larger shall be
at a minimum of 48 inches below finish grade. Where utility conflicts
occur, water mains are to be lowered to clear.
16. All water mains six (6) inches in diameter and larger shall be cleaned
with pipe cleaning "PIGS" prior to disinfection. The "Poly Pi s" shall
be Girard Industries Aqua Swab -AS or approved equal, 2 Ib/ou ft.
density foam with 90A durometer urethane rubber coating on the rear
of "PIG" only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end.
The contractor will perform the cleaning operation.
IN NW1 /4, NW1 /4, SECT'ON 15, T.23 N., R.5 E., W.M.
18. All water mains and services shall be pressure tested to a minimum of
200 PSI or 150 PSI over operating pressure, in accordance with the
specifications of the City of Renton and the Washington State Health
Department. All pressure testing shall be done in the presence of a
representative of the City of Renton. The quantity of water lost from
the main shall not exceed the number of gallons per hour as listed in
City of Renton Standard Plans & Specifications 7- 11.3(11). The loss in
pressure shall not exceed 5 psi during the 2 hour test period.
19. All water mains and services shall be disinfected by the injection of a 50
ppm (minimum concentration) chlorine /water solution. Dry Calcium
Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be
metered injected in accordance with Section 7- 11.3(12)E or
7-11.3(12)F of the Standard Specifications referenced above..
20. A preconstruction conference is required prior to any construction. A
minimum of 5 (five) working days notice is required for scheduling.
21. Twenty -four hour notice will be required prior to starting new
construction.
22. It shall be the contractor's responsibility to secure all necessary permits
prior to starting construction.
23. Installation of corporate stops, water services, lines and meters shall not
be done until all service agreements, meter applications, construction
permits, and payment of fees have been made to the City of Renton.
24. All connection to existing mains to be accomplished by the City of
Renton, except wet taps which may be made by approved wet tap
contractors with prior approval from the Department of Public Works.
All necessary excavation and materials to be supplied by the contractor
and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of
Renton. It shall be the contractor's responsibility to notify Development
Services 24 hours in advance of backfilling all construction. The
contractor as well as the Engineers shall keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for
testing and purity acceptance prior to final tie -in.
27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as
manufactured by the Star Manufacturing Company of Columbus Ohio
or equal approved in writing by the Department of Public Works.
28. Asphalt and concrete street paving shall be sawcut to a minimum depth
of two inches. Oil mat streets may be spade cut. All surface concrete,
pavement, sidewalks, curb, gutters, and driveway . approaches shall be
sawcut to a minimum depth of two inches or removed to an existing
expansion joint.
29. A temporary cold mix asphalt patch shall be placed on the day of initial
excavation with a permanent, sealed patch to be placed, to City of
Renton policy, within ten days. Call for subgrade inspection prior to
placement of final patch. *
30. For City projects such as telemetry conduit, the PVC pipe used shall be
All chemical process lines shall be schedule 80 PVC pipe.
schedule 40 in unimproved areas and schedule 80 under improved areas.
SANITARY SEWER NOTES & SPECIFICATIONS
1. All work materials shall be in conformance with the standards and
specifications of the City of Renton Utility Department and the latest
edition of the WSDOT /APWA Standards and Specifications.
2. All construction shall be in accordance with "Standard Specifications for
Municipal Public Works Construction" prepared by Washington State
Chapter American Public Works Association, latest edition (APWA) and
City of Renton Standard Specifications.
3. All locations of existing utilities shown are approximate and it shall,;,be
the contractor's responsibility to verify the true and correct location so
as to avoid damage or disturbance.
4. Contractor is solely responsible for the means, methods and sequences of
construction and for the safety of workers and others on the construction
site.
5. It shall be the responsibility of the contractor to obtain street use and
any other related permits prior to any construction.
6. Plans approved by the City of Renton, Public Works Department, shall
take precedence over all other plans.
7. A copy of these approved plans must be on the job site whenever
construction is in progress.
8. The contractor shall provide the City of Renton with an as -built drawing
of the sanitary sewer system which has been stamped and signed by a
licensed professional engineer or licensed professional surveyor.
7 on
REVISION
9. Backfill shall be placed
equally on both sides of the pipe in layers with a
loose average depth of
6 inches, maximum depth of 8 inches, thoroughly
tamping each layer to
95 percent of maximum density. These compacted
layers must extend for
one pipe diameter on each side of the pipe or to
the side of the trench.
Materials to complete the fill over pipe shall be
the some as described.
10. Open cut road crossings for utility trenches on existing traveled roadway
shall be backfilled with
crushed rock and mechanically compacted. Cuts
into the existing asphalt
shall be neatline cut with saw in a continuous
line. A temporary
mix
patch must be placed immediately after backfill
and compaction.
A permanent
hot mix patch shall be placed within 10
days and shall be per
City of Renton current standards.
11. Datum shall be City of
Renton, 1988 NAVD.
12. All disturbed areas shall be seeded and mulched or otherwise stabilized
to the satisfaction of the Department for the prevention of on -site
erosion after the completion of construction.
13. All pipe and appurtenances shall be laid on a properly prepared
foundation in accordance with Section 7 of the current State of
Washington Standard Specifications for Road and Bridge Construction.
This shall include necessary leveling of the trench bottom or the top of
the foundation material as well as placement and compaction of required
bedding material to uniform grade so that the entire length of the pipe
will be supported on a uniformly dense unyielding base. Pipe bedding
shall be pea gravel 6" above and below the pipe.
14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed
ASTM D 3034, SDR 35, or ductile iron class 50.
15. In unimproved areas, manhole to extend minimum 6 inch and maximum
12 inch above finished grade. In paved area, cover must slope in all
directions to match paving.
SURFACE WATER DRAINAGE NOTES & SPECIFICATIONS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS,
A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF
RENTON PLAN REVIEWER.
2. All construction shall be in accordance with the "1996 Standard
Specifications for Road, Bridge and Municipal Construction" prepared
by W.S.D.O.T., and the American Public Works Association (APWA),
as amended by the City of Renton Department of Public Works.
3. The surface water drainage system shall be constructed according to
the approved plans which are on file in the Department of Public Works.
Any deviation from the approved plans will require written approval
from the City of Renton Department of Public Works, Surface Water
Utility.
4. A copy of these approved plans must be on the job site whenever
construction is in progress.
5. Datum shall be NAVD 88 unless otherwise approved by City of Renton
Department of Public Works. Reference benchmark and elevation are
noted on the plans.
6. All sedimentation /erosion facilities must be in operation prior to clearing
and building construction, and they must be satisfactorily maintained
until construction is completed and the potential for on -site erosion has
passed.
7. All retention /detention facilities must be installed and in operation prior
to or in conjunction with all construction activity unless otherwise
approved by the Department of Public Works, Surface Water Utility.
8. Grass seed may be applied by hydroseeding. The grass seed mixture,
other than City of Renton approved standard mixes, shall be submitted
by a Landscape Architect and approved by the Department of Public
Works, Surface Water Utility.
9. All pipe and appurtenances shall be laid on a properly prepared
foundation in accordance with Section 7- 02.3(1) of the current State of
Washington Standard Specification for Road and Bridge Construction.
This shall include necessary leveling of the trench bottom or the top of
the foundation material as well as placement and compaction of required
bedding material to uniform grade so that the entire length of the pipe
will be supported on a uniformly dense unyielding base. All pipe
bedding shall be APWA Class "C ", with the exception of PVC pipe. All
trench backfill shall be compacted to minimum 95% for pavement and
structural fill and 90% otherwise per ASTM D- 1557 -70. Pea gravel
bedding shall be 6" over and under P.V.C. pipe.
10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities
shall have asphalt treatment #1 or better inside and outside.
11. Structures shall not be permitted within 10 feet of the spring line of any
storm drainage pipe, or 15 feet from the top of any channel bank.
12. All catch basin grates shall be depressed 0.10 feet below pavement level.
13. Open cut road crossings through existing public right -of -way will not be
allowed unless specifically approved by City of Renton Department
Administrator, Department of Planning /Building /Public Works.
& ASSOC. SHOWN I .Zoww , n ie'ai/i.,
14. Rock for erosion protection of roadside ditches, where required, shall be
of sound quarry rock placed to a depth of 1 foot and must meet the
following specifications: 4 "- 8 "/40 % -70% passing; 2 " -4" rock /30 % -40%
passing; and -2" rock /10 % -20% passing.
15. All building downspouts and footing drains shall be connected to the
storm drainage system, unless approved by the Department of
Development Services, Plan Reviewer or Surface Water Utility. An
accurately dimensioned Certified as -built drawing of this drainage
system will be submitted to the City of Renton upon completion.
16. Issuance of the Building or Construction Permit by the City of Renton
does not relieve the owner of the continuing legal obligation and /or
liability connected with storm surface water disposition. Further, the
City of Renton does not accept any obligation for the proper functioning
and maintenance of the system provided :luring construction.
17. The Contractor shall be responsible for providing adequate safeguard,
safety devices, protective equipment, flaggers, and any other needed
actions to protect the life, health, and safety of the public, and to
protect property in connection with the performance of work covered
by the contract. Any work within the traveled right -of -way that may
interrupt normal traffic flow shall require on approved traffic control
plan by the Traffic Engineering Division of the Department of Public
Works. All sections of the W.S.D.O.T. Standard Specifications 1- 07 -23,
Traffic Control, shall apply.
18. Special drainage measures will be required if the project location is
within the aquifer protection area (APA).
19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -
CONSTRUCTION MEETING MUST BE HELD WIl "H THE CITY OF RENTON DEPART-
MENT OF PUBLIC WORKS, DESIGN ENGINEER.
20. All limits of clearing and areas of vegitation preservation as prescribed
on the plan shall be clearly flagged in the field and observed during
construction.
21. All required sedimentaion /erosion control facilities must be constructed
and in operation prior to land clearing anti /or construction to insure that
sediment laden water does not enter the natural drainage system. All
erosion and sediment facililites shall be maintained in a satisfactory
condition until such time that clearing and /or construction is completed
and potential for on -site erosion has passed. The implementation,
maintenance, replacement and additions to erosion /sedimentation control
systems shall be the responsiibility of the permitee.
22. The erosion and sedimentation control systems depicted on this drawing
are intended to be minimum requirements to meet anticipated site cond-
tions. As construction progresses and unexpected or seasonal conditions
dictate, the permitee shall anticipate that more erosion and sedimentation
control facilities will be necessary to insurg complete siltation control on
the proposed site. During the course of construction, it shall be the
obligation and responsibility of the permitee to address any new cond-
itions that may be created by his activities and to provide additional
facilities, over and above minimum requirements, as may be needed to
protect adjacent properties and water quality of the receiving drainage
system.
23. Approval of this plan is for erosion /sedimentation control only. It does
not constitiute an approval of storm drainage design, size nor location
of pipes, restrictors, channels, or retention facilities.
24. During the time period of November 1 through March 31, all project
distributed soil areas greater than 5,000 square feet, that are to be
left unworked for more than twelve (12) hours, shall be covered by
mulch, sodding, or plastic covering.
25. In any area which has been stripped of vegitation and where no further
work is anticipated for a period of 30 days or more, all disturbed areas
must be immediately stabilized with multching, grass planting or other
approved erosion control treatment appicable to the time of year in
question. Grass seeding alone will be acceptable only during the months
of April through September inclusive. Seeding may proceed, however,
whenever it is in the interest of the permitee, but must be augmented
with mulching, netting, or other treatment approved by the City of Renton,
outside the specified time period.
26. For all erosion /sedimentation control ponds where the dead storage depth
exceeds 6 inches, a fence, a minimum of 3 feet high is required, 3:1
side slopes.
27. A temporary gravel construction entrance, 24' x 50' x 8" of 4 inch to
6 inch quarry spalls shall be located at all points of vehicular ingress
and egress to the construction site.
CITY OF RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BY: DATE
I 3
g:1
Lovell- Sauerland
& Associates, Inc.
Engineers /Surveyors /Planners
Development Consultants
19400 33rd Avenue W.
Suite 200
Lynnwood, WA 98036
phone: (425)775 -1591
fax: (425)672 -7998
e -mail: info @lsaengineering.com
web: lsaengineering.com
VAN NGUYEN & MINH -DU HUYNH
VAN'S AUTO REPAIR
I NOTES
4405 NE 4TH STREET - RENTON
CI�•fZ�3�k$�04 C1,1�- 3'F�7D�- 5- 3�4�iC'1� �✓,aia��l;'�n d-7 11J
LSA #5102
o6 -27 -08
JO
rO
�O/3OrOB
Y�,
ONE INLn
., ♦O
GtECI(ED;
JPO
Ai NLL SCl1E
v xor exE wm
BY
I DATE
APPR
AP"`E
°L0RD1N0p'
14. Rock for erosion protection of roadside ditches, where required, shall be
of sound quarry rock placed to a depth of 1 foot and must meet the
following specifications: 4 "- 8 "/40 % -70% passing; 2 " -4" rock /30 % -40%
passing; and -2" rock /10 % -20% passing.
15. All building downspouts and footing drains shall be connected to the
storm drainage system, unless approved by the Department of
Development Services, Plan Reviewer or Surface Water Utility. An
accurately dimensioned Certified as -built drawing of this drainage
system will be submitted to the City of Renton upon completion.
16. Issuance of the Building or Construction Permit by the City of Renton
does not relieve the owner of the continuing legal obligation and /or
liability connected with storm surface water disposition. Further, the
City of Renton does not accept any obligation for the proper functioning
and maintenance of the system provided :luring construction.
17. The Contractor shall be responsible for providing adequate safeguard,
safety devices, protective equipment, flaggers, and any other needed
actions to protect the life, health, and safety of the public, and to
protect property in connection with the performance of work covered
by the contract. Any work within the traveled right -of -way that may
interrupt normal traffic flow shall require on approved traffic control
plan by the Traffic Engineering Division of the Department of Public
Works. All sections of the W.S.D.O.T. Standard Specifications 1- 07 -23,
Traffic Control, shall apply.
18. Special drainage measures will be required if the project location is
within the aquifer protection area (APA).
19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -
CONSTRUCTION MEETING MUST BE HELD WIl "H THE CITY OF RENTON DEPART-
MENT OF PUBLIC WORKS, DESIGN ENGINEER.
20. All limits of clearing and areas of vegitation preservation as prescribed
on the plan shall be clearly flagged in the field and observed during
construction.
21. All required sedimentaion /erosion control facilities must be constructed
and in operation prior to land clearing anti /or construction to insure that
sediment laden water does not enter the natural drainage system. All
erosion and sediment facililites shall be maintained in a satisfactory
condition until such time that clearing and /or construction is completed
and potential for on -site erosion has passed. The implementation,
maintenance, replacement and additions to erosion /sedimentation control
systems shall be the responsiibility of the permitee.
22. The erosion and sedimentation control systems depicted on this drawing
are intended to be minimum requirements to meet anticipated site cond-
tions. As construction progresses and unexpected or seasonal conditions
dictate, the permitee shall anticipate that more erosion and sedimentation
control facilities will be necessary to insurg complete siltation control on
the proposed site. During the course of construction, it shall be the
obligation and responsibility of the permitee to address any new cond-
itions that may be created by his activities and to provide additional
facilities, over and above minimum requirements, as may be needed to
protect adjacent properties and water quality of the receiving drainage
system.
23. Approval of this plan is for erosion /sedimentation control only. It does
not constitiute an approval of storm drainage design, size nor location
of pipes, restrictors, channels, or retention facilities.
24. During the time period of November 1 through March 31, all project
distributed soil areas greater than 5,000 square feet, that are to be
left unworked for more than twelve (12) hours, shall be covered by
mulch, sodding, or plastic covering.
25. In any area which has been stripped of vegitation and where no further
work is anticipated for a period of 30 days or more, all disturbed areas
must be immediately stabilized with multching, grass planting or other
approved erosion control treatment appicable to the time of year in
question. Grass seeding alone will be acceptable only during the months
of April through September inclusive. Seeding may proceed, however,
whenever it is in the interest of the permitee, but must be augmented
with mulching, netting, or other treatment approved by the City of Renton,
outside the specified time period.
26. For all erosion /sedimentation control ponds where the dead storage depth
exceeds 6 inches, a fence, a minimum of 3 feet high is required, 3:1
side slopes.
27. A temporary gravel construction entrance, 24' x 50' x 8" of 4 inch to
6 inch quarry spalls shall be located at all points of vehicular ingress
and egress to the construction site.
CITY OF RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BY: DATE
I 3
g:1
Lovell- Sauerland
& Associates, Inc.
Engineers /Surveyors /Planners
Development Consultants
19400 33rd Avenue W.
Suite 200
Lynnwood, WA 98036
phone: (425)775 -1591
fax: (425)672 -7998
e -mail: info @lsaengineering.com
web: lsaengineering.com
VAN NGUYEN & MINH -DU HUYNH
VAN'S AUTO REPAIR
I NOTES
4405 NE 4TH STREET - RENTON
CI�•fZ�3�k$�04 C1,1�- 3'F�7D�- 5- 3�4�iC'1� �✓,aia��l;'�n d-7 11J
LSA #5102
o6 -27 -08
G=
iN
0
O
N
0
3
D
v
N
O
it
U
N
O
L0 EX. M.H. I IN NW1 /4, NW1 /4, SECTION 15, T.23 N., R.5 E., W.M.
APPROX. LOCATION
O (NOT FIELD SURVEYED)'
O i
1 _ - - -_ SS SS
uJ ------ - - - - -- � -- 12 "SS(#5 -503)
---=---- - - - - --
.O.R. BNI #1937 I ss- .... -- --
-- -- W - - - - - -
C-. .. -- ss - - - --
-- EtEV 405125 I
- w _ __ PP wlw
- -- w
T. SONG. CURB & GUTTER SIDEWAL/� 12 "W(#S- -503)
CONC . Lam:. -- =-_ - w - -.- - - - - -- - - - --- W ---
_ -�-� �TlT�1TI 7 12 C.I. W (WD. #90)
r / iT/' -T
--
_
EX. C.B. -- --
i ' T 4_TEL. CABLE
3'II6
� M 398 .86(AB) = INV= .39(�"IN- S)(NEW -- --
EX. C.B. TOP 402.98 N CORE EX. �M & RECHANNEL. NUIL:ALL THE CH RESTORATION
2.54 INV 399.9810 "S / I INSTALL 6"' SIDE SEWER
TOP 40 EX. M. H. SHALL BE CURRENT CITY OF
STA: 3+23 22 WITH INSIDE ID DROP PER STREET TRENCH RESTORATION Sc Ex. '.10.
INV 398.9412" a TOP 405.61 C.O.R.�ST ) #B075 -1. RESTORE STREET OVERLAY (APPROX. LocnrloN)
INV 398.74 -12 "VV EX. FCC PAVEMENT INV 80.42
� INV 379.31^ -18 "E INV sao.a2-1a "E
's PER C.O.R. STD #H033 INV 380.32 -18 "w
- -- ss -. 3 +00 969.66' _ _1634.81% INV 379.2118 "W 4 +00
- _. / N.88°02'59 °W. 80.80' . f 14 +04.02 30 "STL- 24 "HDPF
"2233 W /CAP NO'D E 4 H ST 4s' AB) I I `
"22338" ON PROP. COR. \ 6 SS I� Al
(VISITED 2/08) \ (POSTED SMPH \
- _
-_ � \ ) 5 =2.12% \
A°
CD
v I I
W al 3+73- 36.3'RF(AB) `
- w -- - - RPBA IN BLDG�AB)
- _'-175 -NEW 3 4„ _.-
�$ W DOMESTIC METER
- -- r TEL MHO T &_,�4"RPB/r
I f4O4-
IC\\ EXPOST
OFFICE \ DRIVE -IHRU C W /STORY/ D IVEWAY
/
/
i
I /
I I /
I -T
I 1 /
I /
I /
1 /
/ I
I I
I �
1 / /
FNC. 1.5'W OF
PROP. LINE
CTR. OF RKY
6.6 W OF ,
PROP. LINE 1 /
g O
0��90
g 62
p, 9 0
V
� �90'S
O
25' INGRESS, EGRESS
RAG & UTILITY ESMT. _
P REC.NO. 7210240068
NOTES
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE
VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL
UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH
OF ALL UTILITIES.
41
i I 4/
IIL_�
rl
r
/x
I
I
I! I
1
1
Ix 1
1
0
I
o1
I 1 �
`v SET SITE TBM:
NAIL IN PP ABANDONED 4 "A.C.
09.99L4'__ WTRCW -240
T- - -- -- -. W -
33'Ex F.H. 4" TEL. CABLE
8 "CA. W(T. J.)(#W- 240)
i 9 t EAST
EX VERY. CURB & GUTIER
EX 4.5
_ ANTE
SEX 5'WALK
EX. C.B. -
SSCO; 'INV = 397. 5
C/ 1 S- T- O P P =4 7- .55 A_ BI I 450 O OL
/WATER
C6 "O SEPRALTR(ISEE
DETAIL
RIM= 487706407.30 AB
1 , 5' -6 °SS STUB
INV= 402.00I 00 '- 402.44(AB)
(5' MAX. &M 50 (6"nN- S-- 403.15(AB)
' BLDG)
BLDG/SPRINKLERS N
NOT REQUIRED
W E
FF =407.0
LY _ S
Y
k� 1 14 "SSCO I i SCALE : 1" =15'
TOP= 406.87(AB)
-� INV= 404.94�AB) i o' s' 30'
1 +63 5713 L(AB)
I
II
I
z_
I
/-II
i
i
ji
i
I I I I
I I I
I I I I
415
I I II I i
I I I it r
I i I I
1 1
I i N I
I I I
I t I, ro r I
I I !
I I I
I I i i
06�0�
I f I O'C10o,y0
_ ________ ____� / I
DUMPSTER AREA(AB) A R \
DU RELOCATION E: / \
THE SQUA EA OF \\ 1
THE IMPER UR CE IS \ \
TO THE SAME.
AREA(AB)
� I
\
\
\
\
I
I
I
Call 2 Working Days Before You Dig
1- 800 - 424 -5555
Utiifies Underground Location Center
(ID,MT,ND,OR,WA)
\
\
\
1\ \
E. LINE W1/2, W1/2, N1/2, 1 vv vv
NE1/4, NW1 /4, NWl /4 \v vv
1 1. A5-61LIfLT5 70 to /o4 /l0 7P0
REVISION
6+
W
Z
Ljj
I
Q
0
� N
O
W O d W
LdC r-1 p a
L s 3
m 2
X
2 NO. 1012P
DIAMOND PLATE
INSPECTION COVERS
(12 "X 12 ")
INSPECTION &
SAMPLING TEE
(SEE NOTE 3)
1"6'0';
NO. 222P DIAMOND
PLATE ACCESS DOOR
(24 "X 24 ")
INLET
_ 6-
18
,.,BAFFLES----. I 8" DIA. HOLE TYP
EA. END FOR
INLET & OUTLET
G GRIT /SLUDGE L p
RETAINER WEIR /
NOTES: 4"d
1. UTILITY VAULT COMPANY, INC., $660 -SA, OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE
OgqP��ENING&p IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE- DRILLED. PIPE OPENINGS
SH/,�.L LI CA6E LM%N 20 E_PYPOF O %'%R ACCESS BY MAINTENANCE VEHICLE.
3. INSPECTION AND SAMPLING TEE TO BE INSTALLED BY CONTRACTOR. LINE -SIZED PVC TEE SHALL BE USED
WHERE LINE IS 6 "DIA. OR GREATER. SIX INCH PVC TEE SHALL BE USED WHERE LINE IS LESS THAN 6 "DIA.
4. FILL WITH CLEAN WATER PRIOR TO START -UP OF SYSTEM.
5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER.
6. CONNECTIONS TO CONCRETE WALLS WITH P.V.C. PIPE REQUIRE PVCXCONC. MANHOLE ADAPTERS. SEAL ALL
PIPE CONNECTIONS WITH NONSHRINK GROUT.
450 GALLON BAFFLE TYPE
OIL /WATER SEPARATOR
NO SCALE
CLASS
TIGHT
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SFWFR JOINTS.
NOTES,
1. 5" C EANOUTS SHALL BE EASE JORDAN IRON Wd2K5, INC
N. 3698 OR EQUAL. CLEAN OLT SHALL BE A WADER TIGHT ASSWEILY. 8 OR 6 INCH CLEANOOT
2. IN UN MPROVED AREAS, POUR A 1�O° TIIOK, 2' -0' SQUARC
CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAIS, RESTORE AROUND CLEANOUT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING ORM
5- 348103
CITY OF RENTON
IN COMPLIANCE WITH CITY OF RENTON - STANDARDS
BY: DATE:
BY: DATE:
BY: DATE:
Lovell - Sauerland
& Associates, Inc.
Engineers /Surveyors /Planners
Development Consultants
19217 36rd Avenue W.
Suite 106
Lynnwood, WA 98036
clrr or aaenoN Rn �� phone: (425)775-1591
° e -mail: info @lsaengineering.com
Lm DATE: °T /2005 web: (saengineering.com
DA7E REVISION BY PPR DWG. NAME: 8076 -1 SP PAGE: 8076.1
AS- GUILTS - to /o4ho SSA #5102
o: scat: onre:
CRONES & ASSOC.
AS SHOWN ipflI�20RMI�L' I nwisw %1981 VAN NGUYEN & MINH -DU HUYNH 06 -27 -08
JO VAN'S AUTO REPAIR "°DB00N:CRONES
Jo ane Ixcx v au w.
jPO IF Xm ONE 11N (A5)= AS -BUILT INFORMATION FROM SEWER & WATER PLAN
�Mmy v /zlnD LSA F16LD SURVEY 4405 NE 4TH STREET - RENTON
C3 �10
B- 080347