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0 10' 20' 40'
SCALE: 1 "=20'
UTILITY CROSSING
TABLE
CROSSING#
IE UPPER
UTILITY
T/P LOWER UTILITY
SEPARATION
Ol
26.24
8" SD
24.74
3/4" W
1.50'±
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25.28
8" SD
23.78
3/4" W
1.50'±
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26.61
8" SD
25.83
6" SS
0.78'±
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25.12
6" SS
23.62
3/4" W
1.50'±
UTILITY CROSSING NOTE:
CONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN
SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY
UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC.
OF ANY CONFLICTS.
SANITARY SEWER NOTES:
1. SANITARY SEWER CLEAN OUT PER CITY OF RENTON STANDARD DETAIL 403.1.
SEE DETAIL 1 /C8.1. (TYP.)
2. ALL SANITARY SEWER CATCH BASINS SHALL BE PER DETAIL 6/C8.1.
PROPOSED 13' X 19.5'
ACCESS EASEMENT
REC NO. 20230928000786
e^inr e^r,°.rn rn, iT, i nr 1—.1 nn., rrrn n.,e^rn —
7%
REVISED 20' X 5'
ACCESS EASEMENT
REC NO. 20230928000786
/P
SEWER EASEMENT
REC NO. 5253595
1
165 LF NEW \
3/4" TYPE K
COPPER TUBING
TO TRASH
ENCLOSURE
10' GAS EASEMENT
KC REC NO. 20130411001089
VA�V077 .
20 LF 6" PVC SS CAA 2.00% /
CONNECT TO
EXISTING SEWER
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SIDE SEWER NORTH OF POINT DRAFTED BASED ON
SIDE SEWER CARD #2067318 FROM THE CITY OF
RENTON. CONTRACTOR TO INDEPENDENTLY VERIFY,
THE LOCATION OF THE SIDE SEWER AND NOTIFY
BARGHAUSEN OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION. a
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UTILITIES CONSTRUCTED UNDER
TED-40-4063 TO REMAIN IN
AREAS OF PROPERTY NOT
DISTURBED BY EXPANSION WORK
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Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
15' X 100' /
SEWER EASEMENT
REC NO. 9708110700
d 4 0
WASTEWATER AND WATER PLAN
FOR
CHICK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
REVISION
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: JC
BY DATE APPR APPROVED: ADB
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XISTING RPBA TO \
RASH ENCLOSURE.
ELOCATE AND s \ \
ELISE RPBA IF \ \
ALVAGEABLE.
'ILITIES EASEMENT
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�-- POWER EASEMENT \
KC REC. NO. 9410201209
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SLOPES & UTILITIES EASEMENT \
--- - - --- ---- ------- \
SCALE:
VERTICAL: NAVD 1988
171=20' HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
�S 10°53' 15"W
42.03'
S19°57'04"E
48' SS�O N A L ENG
CITY OF
RENTON
Plonning/Building/Public Works Dept.
O UTILITY POTHOLING NOTE:
THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO VERIFY VERTICAL AND
HORIZONTAL LOCATION OF EXISTING UTILITY AND/OR POTENTIAL CONFLICTS WITH EX. UTILTIES.
POTHOLING SHOULD OCCUR PRIOR TO INSTALLING ANY PROPOSED UTILITIES. CONTRACTOR
SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
UTILITY POTHOLING: SEE SHEET C9.0 FOR POTHOLING REQUIREMENTS
0 Know what's below.
p Call before you dig.
® Dial 811
S-425001 FW--425012
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/05/2023
WASTEWATER UTILITY ffAV,% ~�
jstowell 11 /27/2023
DATE:
WASTEWATER AND WATER PLAN 03/29/2023
FIELDBOOK:
E% FOR PAGE:
CHICK-FIL-A RENTON
® 375 RAINIER AVE S RENTON, WA 98055 C8.0
STORE NO.:04249 SHEET 12 OF: 20
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CITY OF RENTON WATER UTILITY NOTES CITY OF RENTON WASTEWATER NOTES
WASTEWATER AND WATER DETAILS
FOR
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Utility Specifications
later Utility Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
1. All work material shall be in conformance with the standards and specifications of the
City of Renton Planning/Building/Public Works Department and the latest 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.
2. 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 Public Works Department 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.
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. For utility locates call 48-hour locators 800-424-5555.
4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction
meeting.
5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
6. All watermain pipe is 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
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joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
wrapped per ANSI/AWWA C10S/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 C110/A21.10-87. Cement lining shall be in
accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (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 C110/A21.10.87 and
ANSI/AWWA C1531A21.53-94 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 accordance 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 O-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 inch, two 2-1/2 inch hose nozzles
with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside
diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4
inch pentagon operating nut opened by turning counter clockwise (left).
10. The two 2-1/2 inch 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 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5
inch Storz. Storz adapter shall be forged and/or extruded 601 aluminum alloy,
hardcoat anodized. Threaded end portion shall have no lugs and two 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 inch,
coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative 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,
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latest revision.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below
finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches
below finish grade. Where utility conflicts occur, watermains are to be lowered to clear.
16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning
"PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or
approved equal, 2 lb/cu. 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.
18. All watermains 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
Utility Specifications
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. All work and work material shall be in conformance with the standards and specifications
of the City of Renton Planning/Building/Public Works Department and the latest 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.
2. The hours of work in the street right of way shall be per City specifications on weekdays
unless otherwise approved in writing by the Planning/Building/Public Works Department.
An approved traffic control plan must be obtained prior to beginning any work within
public right of way.
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. A re -construction conference and a 24 hour notice shall be required prior to starting
P � P 9
new construction. It shall be the contractor's responsibility to secure all necessary
permits prior to starting construction. (Inspection will be accomplished by a
representative of the City of Renton.) It shall be the contractor's responsibility to notify
the Public Works inspector 24 hours in advance of backfilling all construction.
5. Contractor is solely responsible for the means, methods and sequences of construction
and for the safety of workers and others on the construction site.
6. It shall be the responsibility of the contractor to obtain street use and any other related
permits prior to any construction.
7. Plans approved b the City of Renton Public Works Department shall take precedence
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over all other plans.
8. A copy of these approved plans must be on the job site whenever construction is in
progress.
9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary
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sewer system, which has been stamped and signed by a licensed professional engineer
or licensed professional surveyor.
10. 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 same as described.
11. Open cut road crossings for utility trenches on existing traveled roadway shall be
backfilled with crushed rock and mechanically compacted unless otherwise approved by
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
13. 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.
14. All pipe and appurtenances shall be laid on a properly prepared foundation in
accordance with the standards and specifications of the City of Renton
Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA
Standards and Specifications, as approved and modified by the City of Renton in the
Renton Standard Plans & Specifications. 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 inches above and below the pipe.
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034,
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility.
16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches
above finished grade or must have minimum 2' diameter concrete ring poured at grade.
In paved area, cover must slope in all directions to match paving.
Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi
during the 2 hour test period.
19. All watermains 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 i as [aid. Chlorine shall be metered injected in accordance with Section 7-
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11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above.
20. A pre -construction conference is required prior to any construction. A minimum of five
5 working days notice is required for scheduling.
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21. Twenty-four (24) hours 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 is 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
Public Works Department. All necessary excavation and materials are 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 twenty four (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
Public Works Department.
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
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 (2)
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 10 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 PVC pipe under improved areas.
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com No.
CHICK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
DocuSign Envelope ID 345B681D-914F4F2D-AB59.7C192D3B78A3
RECESSED
Not to Scale
LIFT POCKET
FRAME
o 0 3/4" LETTERING "SEWER"
1 -D
DIAMETER
O U O 0 O
SEWER (2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 % 1 5 STAINLESS
o STEEL
REF PART p00981177
0 -3/16"
1
SEE NOTE 3
10-1/2"
5/8"
SAND OR
EXPANDABLE
4T
=
FOAM
'" 11
/8"
2-1/4" BOLT DETAIL
45''1/5,
BEND
14"
12-3 4'
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19
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CAST IRON RINGAND COVER P
/
PIPE MATERIAL A SPECIFIED
S S EC ED
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G
Y TH IN
B E ENGINEER
45' (1/8) BEND
NOTES,
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK, S-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEANOUT "'
DEPARTMENT FOR SANITARY SEWER MAIN Martin PastucH�/zG/zoz
URI'�-,1NA'.iSI�R,RARR9<90 DATE
SANiTARY SEWER CLEANOUT
[
NOT TO SCALE
WATER PUN GENIERAL NOTES Starldetd Plea Nn. 300
1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE i-ATE5T EDITION OF THE CITY OF RERTON PUBLIC W011
STANDARD SPECIFICATIONS ANI) SPECIAL PROVISIONS AND WSDt7T / APWA STANDARD SPECIFICATI011 LATEST WITIOM AS
AMENDED BY THE CITY OF RENTON. ASET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOR SITE W1LfNEVERCONST1rJCfiON
IS IN PROGRESS, A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRO TO THE START OF CONSTRUCTION. THE (alinnu TOR
AND OR DEVELOPER SHALL BE RE5PONSI BLE FOR SECURING ALL NECESSARY PERMITS PRIOR 7000l6TRUCTION.
Z ALL EXI9nRG UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOM. THE CONTRACTOR SHALL
CALL 14800 424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3, ALL MATERIALS USED FOR T31 E CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAlMAGfTI, AND
"CATALOG CUTS' FOR ALL MATERIALS SHALL RE APPROVED I N WRITING 61 THE CnOF RENTON PROP TO BRMIGING AEIY
MATERIALS ON-513E.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNES51ClASS 52 PER AW WA C 151 All
C
104. PIPE JOIM5 SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FriTM655HJLLL BE CLA55250AS
PER ANSI/AWWA C11D/A21-10-92. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MILBLAC7y TUBE -TYPE
POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS.
5. MINIM UM COVER FROM TO P OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DWA4ETER OF 104NCH OR LESS
AHO 48 NCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATE! 164411G5HA111. BE 60 P4CHE5,
Y 1 APPROVED R H ANY DEVIATIONS MUST BE AP RO ED BY THE CITY OF RENTON PRIOR TO CONSr UST ON. WHERE UTILITY CONFLICTS 00C1J
R
THE PROFILE OF THE WATE R MAIN SRALL BE ADJUSTED AS NECESSARY TO CLEAR CONFUCTS AND M PACYXE MIN11MI M COVER,
PIPE DEFLECTION SHALL NOT EMCEED ONE-HALF OF PIPE MANVFACTURER'55nCIFICATI014 FOR SEE CIFPIPE USED. ALLTSEHCH
BACKFILL SHALL BE CCMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE AEU PROCTOR T$T
METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,AND RS PERCENT MYJO N U PAVED
AREAS. ALL PIPE ZONE COMPACTION SRALLI BE 95 MOD.
G CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGN EO, INSTALLED AND POURED IN PACE N ACCORDANCE WITH ICTTY OF
RENTON STANDARD OETAI LS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL 9EIFTITWGS
AND BASE OF HYDRANTS. MEGA-LUG5(GRSIMIIAR PRODUCT[ MALYBEREQUIRED ONALL MECW,MCALJOINTS INAM1TYDNTO
CONCRETE SLOMNG.
T. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN I HROUGH THEM PRIOR TO BEING F1 Lil
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL M LONE IN THE PRESENCE OF AND 1JMM Ti F
SUPERVISION OF A CITY OF RENTON UT€I STY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL A D REMOVE PLIM
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOC:ILING FOR TESTING AND PURITY AOXIEPTANCE. NO
CONNECTION SHALLUE MADE BETWEEN THE NEW MAIN OR BETWEENTHE NEW WET -TAP VALVETOFW EXISTING M UWM
THE NEW PIPING HAS BEEN FOAM -PIGGED, DMNFECTED, FLUSHED, AND PASSED BOTH PRESSURE AM PURITY TEsnil
8. NEW WATER MAI NS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 13W P9 ABOVE VIICIl1 M
PRESSURE WITH A MIN€MUM OF 225 PSI TEST PRESSURE FOR 12G MINUTES WT11{ A MAXIMUM OF 5 PSI PRESSURE 011111101P DARING
THE ENTIRE TEST PE RICO. UPON SAT ISFACTOTLY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE 115INFECTFD, RITSHED,
AND THEN WAIER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTI LrFY AND .MAiMENANCE OEPARTLNE NT.1 AT LEAST 19Y11C RIKINIC
DAYS PRIOR TO MAKING CONNECTIONS TO TH E EXISTING WATER SYSTEM. THE CONTRACTOR SHALLEKNYIE THE Dui WATER
MAIN AND FITTINGS AT THE CONNECTION PO€NT BEFORE ORDERING THE NECESSARY ADAPTORS Aill FTTTIll REGLill FOR
THE FINAL CONNECTION, THE CONY RACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, &M PROVIDE &*31lJG AND
ALL MATERUALS REQUIRED FOR THE CITY DF RENTON I D PERFORM T HE CONNECTION TO THE EX LNG WAI ER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE SLOCKING, AND COMPLETE SIJRFACI RESTORATIEW
V Ii+. PLHi. � 4YV,V
tvukK�' WATER PLAN GENERAL NOTES
• d • JE:IIAR.WE,N'L' K{ARCFS 20T0
CITY OF RENTON WATER PLAN NOTES
NOT TO SCALE
1 12:1
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: JC
REVISION BY DATE APPR APPROVED: ADB
DowSign Envelope ID 345B681 D-914F4F2D-AB59-7C191
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS 8 SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 108 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANC
E OF BACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIO
R TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6. 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
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE I I DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAVERS WITH A LOOSE95PERCENT DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAVER 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 THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SOR 35,
C900IC905 OR DUCTILE IRON CLASS 50 UNLES
S OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALLT NO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION ETC. IT SH
ALL ALL BE DESIGNED BY A PROFESSIONAL ENGINEER
1, G EER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
ST . PLAN - 413
•LT, PUBLIC WORKS WASTEWATER UTILITY •E
�C DEPARTMENT APMart[n Pastuch LO/z6/z 20
STANDARD NOTES
DATE
CITY OF RENTON WASTEWATER NOTES
NOT TO SCALE
GREASE INTERCEPTOR SINGLE VAULT SYSTEM
600 - 7,000 Gallon System
Dim "A"
Clear Access Opening Contractor To Core
Drill Hole IncFIeIE Plp°
Grout Both Sid.. Kn7ckocot
YO lJ o
lo
E A+ I I + I +� A
o_
Precast DiMaer Draft o
PLAN VIEW slot DETAIL 1
_ Both Side° Locking Frame & Cover
r Vent Pipes Adp.t To Grade Air & Gas Tight
1 Optional 3 Places (2 Places On 577-GA)
t1 ,Y
�. nTYl
....a� Inp_ flan Tee r r�D.
INLET Trokm----- i t
OUTLET
F L
o I I I
I v
LJ 1, III
Tee or l l
T
Elbow
1 � -
Dim -E" FT` o E_
Water Depth ' 'a vl
f l E
Grout All Arountl Slo!
Length
en th Both Sides Len th
9 9
SECTION VIEW AA
II®IIE���®I�I�I�I�I�IE�a�a
Design Criteria:
Uniform Plumbing Code - Appendix H
Number Of Me- x Waste Flow x Retention x Storage _Copocity
Per Peak Hours Rafe Time Factor In Gallons
SCALE: 3/8 = V-0"
B TaG�n9aw.w"tedka
APi121118
131
Notes:
1. Concret<: 28 Day Compressive Stren9th ac = 7000 pal
2. Rebar. ASW A-615 Grade 60
3. Mesh: ASN A-185 Grade 65
4. Design: ACI-318-02 Binding Cod°
ASTM C-857 "Minimum St-tural Design
Loading For Untlerground Precast Coracle
Utility structures"
5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO
B. Fill w/ Clean Water Prior To Start -Up Of System
7. Contractor Supply & Install All Plng & Sampling Teas
8. Gray Water O Only, Black Wafer SM1all B.e Carriatl By
Separate sia< sewer
01992-2016 Oldrastle Precast
ROPOSED GREASE INTERCEPTOR
NOT TO SCALE
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
VR
RENTON
Plonning/Building/Public Works Dept.
GREASE INTERCEPTOR SINGLE VAULT SYSTEM
600 - 7,000 Gallon System
Dim "A"
Gear A-. Opening
Contractor To Care
Drill Or Knockout
Hole In Field Pip°
Grant Bath Sidea
Knorkout
Typ ical
IL
Precast Divider
Draft
1'-0"
o
DETAIL 1
PLAN VIEW Slot
Both Sid
-Locking
O ve nt Pipes
1 Optional
Adjust To Grads
Fram & Co-
Air & Gas Tght
3 Places (2 Places On 577-GA)
-1 FF
1
,.
a� o Inapeclion Tee �� €�
Typmol OUTLET
INLET �1
u I I I
J I l
ee U ar
I�r�
Elbow
Dim "E,, o f � o f o 0
Water Depth 1 a
E
0
Grout All Around, �501
2 Length Both 5iaea 1 Length
3 9 3 9
SECTION VIEW AA
Design Criteria: Notes:
Uniform Plumbing Code - Appendix H 1. Concrete: 28 Day Compressive Strength fc = 7000 psi
Number Of Meals x Waste Flow x Retention x Storage _ Capacity 2. Rebar. A W A-615 Grade 60
Per Peak Hours Rate Tme Factor In Gallons 3. Mesh: ASTM A-185 Grade 65
4. Design: ACI-318-02 Building Code
ASW C-857 -Minimum Structurol Design
E 24.14 (6" IN) RIM = 30.49 Utility Structureyerground Precast Concrete
5. Loads: H-20 Truck Wheal w/ 30% Impact Per AASHTO
IE 23.81 (6" OUT) RIM=30.52 7. tern
Colto ntracroTo Supply r&r11 ln°t,All PipingTo Start-Uf& Sampling Tees
8. Gray Wafer only, Brock Water shod Be Carried By
RIM = 30.4 7 Separate Slde Sewer
WE
01992-2016 Oldcaatle Pretest, Inc.
XISTING OIL/WATER INTERCEPTOR
NOT TO SCALE
ZURN. 112`41 -1/4[311] DIAMETER TOP HEAVY-DUTY DRAIN SPECIFICATION SHEET
TAG
Dimensional Data (inches and [ him ]) are Subject to Manufacturing Tolerances and Change Without Notice
fd15 [3811
�QJ124 [3111� F-2 [511
1 [13]
PR
CONNEC
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ENGINEERING SPECIFICATION:ZURN Z541
12-1/4" [311 mm] Diameter top drain. Dura-Coated cast iron body with
bottom outlet, seepage pan and combination membrane flashing clamp
and frame with integrated trap primer and plug, with anti -tilt heavy-duty
slotted duresist grate and suspended polypropylene sediment bucket.
A- Pipe Size
Approx.
Grate Open
In. [mm]
Lbs. [kg]
Area
Scl. In. 1-1
2, 3, 4 [51, 76, 1021
51 [19]
30 [1941
6 [1521
52 [191
8 203
53 20
OPTIONS (Check/specify appropriate options)
PIPE SIZE (Specifysize/type) OUTLET 'E' BODY HT DIM.
3 4 6[76,102,152]IC
Inside Caulk 5-1/4 133
3 4 6[76,102,152]IG
Inside Gasket 5-1/4 133
2 3 4 6 8 51 76 102 152 203 IP
Threaded 3-3/4 95
2, 3, 4, 6, 8 [51, 76, 102, 152, 203] NH
No -Hub 5-1/4 [133]
2, 3, 4 [51, 76, 102] NIL
Neo-Loc 4-5/8 [117]
PREFIXES
Z D.C.C.I. Body and Top*
ZN D.C.C.I. Body with Polished Nickel Bronze
Top (Add 3/16 [5] to 2 [51 ] Dim and 3/4 [19] to 12-1/4 [311 ] Dim.)
SUFFIXES
-AR Acid Resisting Epoxy Coated Cast Iron
-0X Dex-o-texFlange
-TC Neo-Loc Test Cap Gasket
-G Galvanized Cast Iron
(2,3,4 [51,76,102] NL Bottom Outlet Only)
-H Hinged Grate
TG Tractor Grate
-HP Heel -Proof Grate
-TS Top Secured with Slotted Screws
-LY (Less) Sediment Bucket
-V Backwater Valve (See Z1099)
-S Secondary Strainer
-VP Vandal -Proof Secured Top
-SA StabilizerAssembly(See Z1036)
-WS Wide Slotted Grate (50 sq, in open)
-SS Stainless Mesh Liner for Bucket
-YC Cast Iron Sediment Bucket
-90 902 Threaded Side Outlet Body
Regularly furnished unless otherwise specified.
(2, 3, 4, 6 [51, 76, 102, 152])
Zaire Industries, LLa I Sp-ifroation Drsrnage Operation
Rev J
1801 Pittsburgh Avenue, Erie, PA 16502, Ph. B55-663-9876, Fax 8144 7929
Date: 10/16/2019
In Canada I zum lndastrraa Limrmd
7900 Gay Drive, Unit 10, Brampton, Onterio L6T 5W6, Ph. B77-892-5218
C.N. No. 14124E
www.zurn.com
Prod. I Dwg. No. Z541
AREA DRAIN
DETAIL
NOT TO SCALE
01CalKnow what's below.
0
l before you dig.
® Dial 811
S-425002 1 I W-425002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
aIL
yqi 12/05/2023
WASTEWATER UTILITY
jstowell 11 /27/2023
DATE:
WASTEWATER AND WATER DETAILS 03/29/2023
FI ELDBOOK:
Ei FOR PAGE:
CHICK-FIL-A RENTON DRAWING NO,
® 375 RAINIER AVE S RENTON, WA 98055 Cg•
STORE NO.:04249 SHEET: 13 OF:
20
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10' WIDE ACCESS ESMT -
REC NO. 7607260646
RELINQUISHED
09/28/2023
REVISED 20' X 5' -
ACCESS EASEMENT
REC NO. 20230928000786
N
SEWER EASEMENT
REC NO. 5253595 N
!t
PROPOSED 13' X 19.5' -
ACCESS EASEMENT
REC NO. 20230928000786
COMPOSITE UTILITY PLAN
FOR
CHICK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
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UTILITIES CONSTRUCTED UNDER
TED-40-4063 TO REMAIN IN
AREAS OF PROPERTY NOT
DISTURBED BY EXPANSION WORK
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
15' X 100' /
SEWER EASEMENT
REC NO. 9708110700
G d e
No.
s�
REVISION
BL�G
e . ��• "00
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: JC
BY DATE APPR APPROVED: ADB
GAS VALVE (TYP.)
Fos, j—A
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/ SLOPES & UTILITIES EASEMENT
KC REC NO. 20110811001003
P�W. Wxx 0
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1
4.
1
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S 10'53' 15"W �' E W A S
42.03' Q a.� 'y/�
\ 10 21036182
S19°57'04"E ���F�FG/STE���,
�4.48' SS/O N A L ENG
CITY OF
RENTON
Planning/Building/Public Works Dept.
UTILITY NOTES:
OTHE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO CONFIRM WHETHER
OR NOT UTILITY CONFLICTS NEED TO BE RESOLVED. POTHOLING SHOULD OCCUR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING
ENGINEERS, INC. OF ANY CONFLICTS.
IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN
OCONTRACTOR
SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY
N
UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC.
OF ANY CONFLICTS.
O
O
UTILITY PROTECTION NOTE:
o
C'7
UTILITY LOCATE DATA INDICATES THE EXISTENCE OF AN EXISTING GAS SERVICE
N
LOCATED UNDER THE SIDEWALK AND CURB RETURN OF RAINIER AVENUE. THE
U
CONTRACTOR SHALL ORDER INDEPENDENT UTILITY LOCATES AND TAKE ANY OTHER
NECESSARY ACTIONS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATIONS.
EXISTING GAS SERVICE TO BE PROTECTED.
UTILITY CROSSINGS: SEE SHEET C8.0 FOR CROSSING TABLE
< DRY UTILITIES CONSTRUCTION NOTES:
1. PROPOSED POWER LINE TO CANOPY.
2. RELOCATE POWER TO BUILDING AS NEEDED FOR MENU BOARD
CONSTRUCTION.
3. EXISTING TRANSFORMER TO BE REMOVED AND RELOCATED.
4. RELOCATE AND REUSE IF SALVAGEABLE EXISTING RPBA TO TRASH
ENCLOSURE.
5. PROPOSED GAS LINE TO CANOPY.
6. APPROXIMATE LOCATION OF PROPOSED TRANSFORMER.
COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR
SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO
CONSTRUCTION.
0 Know what's below.
p Call before you dig.
® Dial 811
S-425003 W-425003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Ar% IL
yqi 12/05/2023 W
WASTEWATER UTILITY
jstowell 11 /27/2023
DATE:
COMPOSITE UTILITY PLAN o3/29/2023
FI ELDBOOK:
E% FOR PAGE:
CHICK-FIL-A RENTON DRAWING NO-
® 375 RAINIER AVE S RENTON, WA 98055 C9•0
STORE NO.:04249 SHEET 14 OF: 20
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