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RECORD DRAWINGS
THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
CITY OF RENTON, WASHINGTON
RENTON SUNSET GARDENS
OFF -SITE WATER MAIN IMPROVEMENTS
AUGUST 2022
900
PROJECT
LOCATION
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VICINITY MAP
SCALE: 1" = 60' (1
AS -BUILT 04199
1 AS —BUILT 10 10 23 RVEYED: SCALE:
HORIZO�NT� HAD 1983/11991
DESIGNED:: AS SHOWN
BG
DRAWN:
DC, JYL ONE INCH DATUM
CHECKED: AT FULL SCALE
C'B IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: TJE SCALE ACCORDINGLY
W-419901
Washington State
Department of
Commerce
THIS PROJECT IS FUNDED BY THE WASHINGTON STATE
DEPARTMENT OF COMMERCE CONNECTING HOUSING TO
INFRASTRUCTURE PROGRAM (CHIP) GRANT.
CIVIL SHEET INDEX
SHEET NUMBER
SHEET TITLE
C000
CIVIL COVER SHEET & SHEET INDEX
Col
STANDARD NOTES
Col
SURVEY LEGEND AND ABBREVIATIONS
C100
SURVEY CONTROL
C200
TESC & PAVEMENT RESTORATION PLAN - NE 10TH ST
C201
TESC & PAVEMENT RESTORATION PLAN - JEFFERSON AVE NE
C210
DETAILS
C300
WATER UTILITY PLAN & PROFILE - NE 10TH ST
C301
WATER UTILITY PLAN & PROFILE - NE 10TH ST
C302
WATER UTILITY PLAN & PROFILE - JEFFERSON AVE NE (COMMERCIAL)
C303
WATER UTILITY PLAN & PROFILE - JEFFERSON AVE NE (RESIDENTIAL)
C330
WATER UTILITY ENLARGEMENTS
C31
W UIQLARAOI�,
C332
I WATER UTILITY ENLARGEMENTS
CITY OF
RENTON
Planning/Building/Public Works Dept.
THIS PROJECT WAS SUPPORTED BY GRANT AWARDED BY THE US DEPARTMENT
OF THE TREASURY. POINTS OF VIEW IN THIS DOCUMENT ARE THOSE OF THE
AUTHOR AND DO NOT NECESSARILY REPRESENT THE OFFICIAL POSITION OR
POLICIES OF THE US DEPARTMENT OF THE TREASURY. GRANT FUNDS ARE
ADMINISTERED BY THE AMERICA RESCUE PLAN ACT, STATE AND LOCAL FISCAL
RECOVERY FUNDS, AND WASHINGTON STATE DEPARTMENT OF COMMERCE.
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1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF RENTON
RENTON SUNSET GARDENS
OFF -SITE WATER MAIN IMPROVEMENTS
CIVIL COVER SHEET & SHEET INDEX
11/15/2022
FlELDBOOK:
PAGE:
DRAWING NO:
C000
SHEET, 01 O . 14
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DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561 D7F
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
M-3.10-04
LEFT TURN CHANNELIZATION
M-3.20-03
LEFT -TURN CHANNELIZATION REDUCED TAPERS
M-3.30-04
LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
M-3.40-04
TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION
M-3.50-03
DOUBLE LEFT TURN CHANNELIZATION
M-5.10-03
RIGHT TURN CHANNELIZATION
M-9.50-02
BICYCLE LANE SYMBOL LAYOUT
M-9.60-00
SHARED - USE PATH MARKINGS
M-11.10-03
RAILROAD CROSSING LAYOUT
M-12.10-02
ROUNDABOUT PAVEMENT MARKINGS
M-20.10-03
LONGITUDINAL MARKING PATTERNS
M-20.30-04
LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS
M-20.20-02
PROFILED AND EMBOSSED PLASTIC LINES
M-24.20-02
SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
M-24.40-02
SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS
M-24.60-04
SYMBOL MARKINGS MISCELLANEOUS
LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC
WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR
WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON
PUBLIC WORKS/TRANSPORTATION.
PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS
OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN
3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS,
CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR
APPROVED EQUAL.
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS
SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED,
LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING
SUBSTITUTION W/RAISED PAVEMENT MARKERS.
PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
LESS THAN 500 F.
Y o PAVEMENT MARKING NOTES STD. PLAN- 109
PUBLIC WORKS A�?s�?�OVED:
DEPARTMENT Martin Pastucha 7/27/2022
FN�
DATE
RECORD DRAWINGS
THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
NO.
GENERAL NOTES WATER UTILITY NOTES EROSION AND SEDIMENT CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 1. ALL WORK SHALL CONFORM TO THE LATEST CITY OF RENTON UTILITY 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS
PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON ENGINEERING STANDARDS. SOME STANDARD DETAIL DRAWINGS MAY HAVE PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND
ENGINEER. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED MODIFIED FOR THE PROJECT. THE CONTRACTOR SHALL REFER TO THE DETAIL OBSERVED DURING CONSTRUCTION.
FOR SCHEDULING. REFER TO SP 1-08.0(1). DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS AND/OR AS SHOWN ON THE
PLANS. 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR
AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY ENGINEERING 2. ALL WATERMAIN PIPE SHALL BE DOUBLE THICKNESS CEMENT LINED DUCTILE IRON CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER
STANDARDS AND THE 2022 EDITION OF THE ROAD, BRIDGE AND PIPE CONFORMING TO AWWA C151 LATEST REVISION, THICKNESS CLASS 52 THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES
MUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND UNLESS SPECIFIED OTHERWISE ON THE PLANS. DOUBLE THICK CEMENT MORTAR SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE
THE RENTON STANDARD PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS. REVISION. PIPE JOINTS TO BE PUSH -ON UNLESS SPECIFIED OTHERWISE IN THE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES CONTRACT PLANS. REFER TO SP 9-30.1(1). AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE
DURING CONSTRUCTION. THE RESPONSIBILITY OF THE CONTRACTOR.
3. ALL DUCTILE IRON PIPE, FITTINGS AND VALVES SHALL BE POLYETHYLENE
3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 3. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO
DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY
NORTH AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESS OTHERWISE 4. ALL DUCTILE IRON FITTINGS AND VALVES WITH MECHANICAL JOINT END(S) SHALL MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR
APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. HAVE WEDGE -TYPE RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 AND ON -SITE EROSION HAS PASSED.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. ALL FITTINGS SHALL ALSO HAVE CONCRETE THRUST BLOCKS PER STANDARD
REFER TO SP 1-11. DETAILS UNLESS SPECIFIED OTHERWISE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE
DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT 5. RESTRAINED -JOINT DUCTILE IRON PIPE WHEN SPECIFIED ON THE CONTRACT ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND PLANS SHALL HAVE A POSITIVE METAL TO METAL CONTACT LOCKING SYSTEM UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL
CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE OR WITHOUT THE USE OF GRIPPING TEETH. THE JOINT RESTRAINT SYSTEM FOR ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
DISTURBANCE. FOR UTILITY LOCATES CALL 811 OR 1-800-424-5555. THE PIPE SHALL BE BOLTLESS. GASKETS FOR PUSH -ON JOINT PIPE WITH WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE
72-HOUR BEFORE CONSTRUCTION. REFER TO SP 1-07.17. INTEGRALLY MOLDED STEEL OR METAL TEETH OR LOCKING SEGMENTS SHALL NOT PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE
BE ALLOWED AS SUBSTITUTES FOR RESTRAINED -JOINT PIPES. REFER TO SP OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL 9-30.2(6) FOR RESTRAINED JOINT PIPE AND FITTINGS. CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE
NECESSARY PERMITS AND LICENSES PRIOR TO STARTING CONSTRUCTION. ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY
REFER TO SP 1-07.6 6. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL, BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF
LATEST REVISION. WHEN A FIRE HYDRANT IS NOT IN SERVICE, A BLACK THE RECEIVING DRAINAGE SYSTEM.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE GARBAGE BAG SHALL COVER THE ENTIRE HYDRANT. THE RENTON REGIONAL
SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND FIRE AUTHORITY SHAL BE NOTIFIED 24 HOURS BEFORE A HYDRANT IS TAKEN 5. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL
ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OUT SERVICE. PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT
OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE
PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN 7. ALL WATERMAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVERED BY MULCH, SODDING OR PLASTIC COVERING.
THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCH DIAMETER
FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. 6. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO
WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED OR RAISED FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL
OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL BY PIPE JOINT DEFLECTION OR BY VERTICAL BENDS AS DIRECTED BY THE DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS
SHALL APPLY. REFER TO SP 1-07.23 AND SP 1-10. ENGINEER TO CLEAR THE UTILITY CONFLICT. REFER TO SP 7-09.3(5). PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE
TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY
7. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8. ALL CONNECTIONS TO EXISTING MAINS SHALL BE ACCOMPLISHED BY THE CITY OF DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING
7:00 AM TO 5:00 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN RENTON WATER MAINTENANCE PERSONEL, EXCEPT WET TAPS, WHICH MAY BE MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE
WRITING BY THE PUBLIC WORKS DEPARTMENT. THE POLICE DEPARTMENT, MADE BY WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER
FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED TWENTY-FOUR (24) WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED
HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. REFER TO SP SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. TIME PERIOD.
1-08.0(2). REFER TO SP 7-09.3(19)A. 7. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD
8. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT 9. CONTRACTOR TO PROVIDE END CAPS, PLUGS, TEMPORARY BLOW -OFF STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM U)
THE PRE -CONSTRUCTION CONFERENCE. REFER TO SP 1-10. ASSEMBLIES AND TEMPORARY CONCRETE THRUST BLOCKS, FOR TESTING AND HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. I—
PURITY ACCEPTANCE PRIOR TO FINAL TIE-INS TO EXISTING WATER SYSTEM. z
9. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY REFER TO SP 7-09.3(23). 8. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION STORMWATER POLLUTION LU
OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY PREVENTION (CSWPP) PLAN PRIOR TO CONSTRUCTION ACTIVITIES START. THE W
DEVELOPMENT SERVICES TWENTY-FOUR (24) HOURS IN ADVANCE OF 10. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH CSWPP SHALL INCLUDE EROSION AND SEDIMENT CONTROL (ESC) LAND TO LU
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE PIPE CLEANING `PIGS" PRIOR TO DISINFECTION. THE `POLY PIGS" SHALL BE ADDRESS EROSION AND SEDIMENT CONTROL REQUIREMENTS AND THE O
ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. REFER TO SS 1-05.6 AND GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. STO R POLLUTION PREVENTION AND SPILL CONTROL PLAN TO ADD �
SP 1-05.4(4). DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR EFFECCTIVETIVE MANAGEMENT OF ONSITE ACTIVITIES AND MATERIALS. 0-
OF `PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR
5. ` SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
10. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A z
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE REFER TO SP 7-09.3(24)A. Q
CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS,
AND DRIVEWAY SHALL BE SAWCUT PRIOR TO REMOVAL AND REPLACEMENT 11. ALL WATERMAINS, HYDRANTS, AND WATER SERVICES SHALL BE PRESSURE
OR REMOVED TO AN EXISTING EXPANSION JOINT. TESTED TO A MINIMUM OF 225 PSI OR 150 PSI OVER OPERATING PRESSURE AT LU
HIGHEST POINT, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF LU
11. A TEMPORARY HOT MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE Q
OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY
PLACED, TO CITY OF RENTON POLICY, WITHIN TEN (10) DAYS. CALL FOR OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. REFER TO THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON SP LU
SP 5-06. 7-09.3(23). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 ~
HOUR TEST PERIOD. REFER TO SP 7-09.3(23).
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12. ALL WATERMAINS AND WATER SERVICES SHALL BE DISINFECTED BY THE LL.
INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. O
DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. c/)
CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION Lij
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7-09.3(24) OF THE SPECIAL PROVISIONS REFERENCED ABOVE. REFER TO SP S J. Q
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AS -BUILT 10 10 23
RVEYED: SCALE:
AS SHOWN "°R' N D 19%1991 CITY O F CITY OF RENTON 1 1/15/2022
DESIGNED: BG C;%R
RENTON SUNSET GARDENS FlEL��oK Z
AM
DRAWN: RENTON OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO. O
DC, JYL ONE INCH DATUM N41W (-
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Colo z
CB IF NOi ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY STANDARD NOTES SHEET: 02T
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CENTERLINE INTERSECTION 79+
80p
STA 53+55.55 JEFFERSON AVE NE (COMMERCIAL ACCESS) _
STA 80+00.00 JEFFERSON AVE NE (RESIDENTIAL ACCESS)yti `'�•,�
N=185383.71
E=1307812.30 x
JEFFERSON AVE NE (COMMERCIAL ACCESS)
CONSTRUCTION BASELINE
NE 10TH ST
CONSTRUCTION BASELINE
HORIZONTAL CONTROL TEST POINT #1
FOUND MONUMENT IN CASE
N=185078.87
E=1307630.76
STA 19+99.99, 0.01 NE 10TH ST CL
STA 50+00.01, 0.01 LT JEFFERSON AVE NE (COMMERCIAL ACCESS) (CL)
STA 20+00.00 NE 10TH ST =
STA 50+00.00 JEFFERSON AVE NE (COMMERCIAL ACCESS)
N=185078.86
E=1307630.76
RECORD DRAWINGS
THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
HORIZONTAL CONTROL TEST POINT #2
FOUND MONUMENTIN CASE
N=185043.93
E=1307679.91
STA 20+60.29, 0.00 NE 10TH ST CL
CENTERLINE INTERSECTION
STA 22+80.25 NE 10TH ST =
STA 85+00.48 JEFFERSON AVE NE (RESIDENTIAL ACCESS)
N=184939.58
E=1307872.92
NAD 83 (2011) EPOCH 2O10.00
HORIZONTAL BENCHMARKS
MONUMENT #1
OWNER: CITY OF RENTON
ID: COR 1843
DESCRIPTION: 1 /8" BRASS PIN IN CONIC MON
LOCATION: INTX OF MONROE AVE NE & NE 12TH ST
N:186401.32
E:1308915.77
MONUMENT #2
OWNER: CITY OF RENTON
ID: COR 1889
DESCRIPTION: PK NAIL W/ AERIAL PANEL
LOCATION: IN FRONT OF HOUSE #3517 ON NE 10TH ST
N:184722.48
E:1309613.52
VERTICAL DATUM
VERTICAL BENCHMARKS
VERTICAL BENCHMARK #1
SOURCE: CITY OF RENTON
ID: COR 1843
DESCRIPTION: 1 /8" BRASS PIN IN CONC MON
LOCATION: INTX OF MONROE AVE NE & NE 12TH ST
ELEVATION: 425.148'
VERTICAL BENCHMARK #2
SOURCE: TERRANE
ID: N/A
DESCRIPTION: PK NAIL W/ TAG
LOCATION: 35' +/- WEST OF THE MON AT THE INTX
OF INDEX AVE NE & NE 10TH ST, IN CONIC WALK 3'
BEHIND CURB FACE
ELEVATION: 354.70'
JEFFERSON AVE NE (RESIDENTIAL ACCESS)
CONSTRUCTION BASELINE
-9400
25+oo
SHEET C301
HORITZONTAL CONTROL
TEST POINT #3
FOUND MONUMENTIN CASE
N=184939.58
E=1307872.92
STA 22+80.25, 0.03 LT NE 10TH ST CL
STA 85+00.48, 0.07 RT JEFFERSON AVE NE (RESIDENTIAL ACCESS) CL
1 AS -BUILT 10/10/23 RVEYED:
DESIGNED:
BG
DRAWN:
DC, JYL
CHECKED:
CB
NO. REVISION BY DATE APPR APPROVED:
TJE
AS -BUILT 04199
SCALE:
D 1/11991
AS SHOWN Hom cm' N983
ONE INCH
AT FULL SCALE
IF I ONE INCH
SCALE ACCORDINGLY
DATUM
26+oo
W-419904
CITY OF
RENTON
Planning/Building/Public Works Dept.
THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN FEBRUARY,
JUNE OF 2021 & JUNE OF 2022. THE FIELD DATA WAS COLLECTED AND
RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE.
THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY
NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN
SHOULD RELY ON SPOT ELEVATIONS.
2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF
THIS SURVEY UNLESS OTHERWISE NOTED.
3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING
ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL
INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS
APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES
AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY
INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL
PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR
CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR
THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR
THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN
AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL
UTILITY LOCATE SERVICE (800-424-5555).
4. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL
STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND
LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY
WAC 332-130-090.
5. PRIOR TO COMMENCING WORK, LOCATE ALL HORIZONTAL CONTROL TEST
POINTS FROM THE CONSTRUCTION BASELINE. IF TEST POINTS ARE NOT AT
STATION/OFFSET SHOWN, CONTACT ENGINEER IMMEDIATELY. CONSTRUCTION
SHALL NOT PROCEED UNTIL THE CONSTRUCTION BASELINE HAS BEEN
ESTABLISHED AND HORIZONTAL CONTROL TEST POINTS HAVE BEEN
LOCATED AS SHOWN.
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10/16/2023 www.kpff.com
CITY OF RENTON
RENTON SUNSET GARDENS
OFF -SITE WATER MAIN IMPROVEMENTS
SURVEY CONTROL
11/15/2022
FlELDBOOK:
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RECORD DRAWINGS
THESE AS —BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK—UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS —BUILT REDLINES.
NE 10TH ST (EAST
1 AS —BUILT 10/10/23 URVEYED:
DESIGNED:
BG
DRAW
DC, JYL
CHECKED:
CB
NO. REVISION BY DATE APPR APPROVED:
TJ E
1. MULTIPLE CONTRACTORS WILL BE MOBILIZED IN THE VICINITY OF WORK.
SCHEDULE AND COORDINATE ALL WORK WITH THE ADJACENT SUNSET
GARDENS PROJECT TO AVOID CONFLICTS.
2. RESET CATCH BASINS AND ADJUST WATER VALVE BOXES, MANHOLES,
CLEANOUTS, AND MONUMENT CASES IN ASPHALT OVERLAY SECTIONS
TO MATCH NEW PAVEMENT GRADE PER CITY OF RENTON STANDARDS
PLANS.
3. ALL DISTURBED PAVEMENT MARKINGS, PAINTINGS, AND STRIPING ON
NE 10TH ST SHALL BE REPLACED AFTER OVERLAY.
4. GRIND EX PAVEMENT TO 2" DEPTH FOR FULL WIDTH OF RESTORATION
LIMITS PRIOR TO PLACING 2" HMA OVERLAY.
LEGEND
PAINTED WHITE STRIPE
EMBOSSED CENTERLINE STRIPING
ROW LINE
------------ - - - - -- SAW CUT
ROAD CENTERLINE
O CATCH BASIN INSERT
I
ASPHALT PAVEMENT
21' ASPHALT GRIND AND OVERLAY
2" TEMPORARY HOT MIX ASPHALT
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SAS SHOWN
TICAL- NA%M 19M
HORIZONTAL* NAD 1983/1991
CITY OF
CITY OF RENTON
DAM,
11/15/2022
�
RENTON
RENTON SUNSET GARDENS
OFF -SITE WATER MAIN IMPROVEMENTS
�
�
DRAWING NO,
ONE INCH
DATUM
Planning/Building/Public Works
Dept.
TESC & PAVEMENT RESTORATION
PLAN
C200
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AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
— NE 10TH ST
SHEET: 05 0 ' 14
NOTES
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THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
REPLACE CONCRETE SIDEWALK AND
CURB & GUTTER IN KIND PER COR
STD 101 AND 102 (TYP)
FULL DEPTH ASPHALT
DEMOLITION AND TRENCH
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RENTON SUNSET GARDEN
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NOTE 1. (TYP)
JEFFERSON AVE NE (COMMERCIAL ACCESS
v
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PER COR STD PLAN
216.30 (TYP)
- RENTON SUNSET GARDEN
IMPROVEMENTS UNDER
SEPARATE PERMIT. SEE
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1
ROADWAY GRADING TO BE
ESTABLISHED BY RENTON
-SUNSET GARDEN IMPROVEMENTS
UNDER SEPARATE PERMIT
JEFFERSON AVE NE (RESIDENTIAL ACCESS
1 1 AS —BUILT
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SCHEDULE AND COORDINATE ALL WORK WITH THE ADJACENT SUNSET
GARDENS PROJECT TO AVOID CONFLICTS.
2. RESET CATCH BASINS AND ADJUST WATER VALVE BOXES, MANHOLES,
CLEANOUTS, AND MONUMENT CASES IN ASPHALT OVERLAY SECTIONS
TO MATCH NEW PAVEMENT GRADE PER CITY OF RENTON STANDARD
PLANS.
3. GRIND EX PAVEMENT TO 2" DEPTH FOR FULL WIDTH OF RESTORATION
LIMITS PRIOR TO PLACING 2" HMA OVERLAY.
LEGEND
----------------
ROW LINE
SAW CUT
ROAD CENTERLINE
CATCH BASIN INSERT
CONCRETE SIDEWALK DEMO
ASPHALT PAVEMENT
2" ASPHALT GRIND AND OVERLAY
2" TEMPORARY HOT -MIX ASPHALT
CONSTRUCTION NOTES
01 PROTECT IN PLACE ALL WORK CONSTRUCTED BY THE ADJACENT
SUNSET GARDENS PROJECT. COORDINATE AND SCHEDULE
(n
DEMOLITION WITH SUNSET GARDENS PROJECT TO AVOID REWORK.
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STICAL.
AS SHOWN
NNVD 1988
HORIZONTAL• NAD 1983/1991
CITY OF
CITY OF RENTON
DATE,
11/15/2022
• RENTON
RENTON SUNSET GARDENS
OFF -SITE WATER MAIN IMPROVEMENTS
�
�
DRAWING NO,
ONE INCH
DATUM
Planning/Building/Public Works
Dept.
TESC & PAVEMENT RESTORATION PLAN
C201
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AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
-JEFFERSON AVE N E
SHEET: 06 0 ' 14
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10, 30' 10,
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10, 30' 10,
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REVERSIBLE LANE LINE
10, 30' 1 10,
WHITE
WIDE BROKEN LANE LINE
SEE CONTRACT FOR LENGTH
i
YELLOW OR WHITE -
EDGE LINE & SOLID LANE LINE SEE NOTE 2
NOTES
1. Dotted Extension Line shall be the same color as the line it is extending.
2. Edge Line shall be white on the right edge of traveled way, and yellow on
the left edge of traveled way (on one-way roadways). Solid Lane Line
shall be white.
3. The distance between the lines of the Double Centerline shall be 12"
everywhere, except 4" for left -turn channelization and narrow roadways
with lane widths of 10 feet or less. Local Agencies (on non -state routes)
may specify a 4" distance for all locations.
The distance between the lines of the Double Lane Line shall be 4".
SEE CONTRACT FOR LENGTH
4"OR12"-
T� SEE NOTE 3
YELLOW- DBL. CENTERLINE,
DOUBLE CENTERLINE & DOUBLE LANE LINE WHITE -DBL LANE LINE
SEE CONTRACT FOR LENGTH
WHITE
WIDE EDGE LINE & WIDE SOLID LANE LINE
OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS
SEE CONTRACT FOR LENGTH
DOUBLE WIDE LANE LINE WHITE
SEE CONTRACT FOR LENGTH
1
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Nt \
BARRIER CENTERLINE �� YELLOW
LONGITUDINAL MARKING PATTERNS
_ 10' - 0"
4" 4" 1 23" 1 4" 23" 4" 1 23" 4" 23" 1 4", 4"
i TOP VIEW
SIDE VIEW
PROFILED PLASTIC FOR: CENTERLINE & LANE LINE - W = 4"
(BROKEN LINE) NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE- W = 4"
REVERSIBLE LANE LINE - W = 4"
WIDE BROKEN LANE LINE - W = 8"
I = 1" (TYP.)
I I
I I � 100 TO 300 MILS
1 I
Q III
160 MILS MIN. 15 TO 30 MILS
TOP VIEW
B
DETAIL
1
SIDE VIEW
CENTERLINE & LANE LINE
NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE
EMBOSSED PLASTIC FOR: REVERSIBLE LANE LINE
(SOLID OR BROKEN LINE) DOUBLE CENTERLINE & DOUBLE LANE LINE
EDGE LINE & SOLID LANE LINE
WSDOT STD PLAN NO. M-20.10-03
C30�C30 2
J. I�
WASy7NcQy_Qtr
36103 1�`a
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Walsh, Brian
�- Sep 23 2020 3:46 PM
Eosw
LONGITUDINAL
MARKING PATTERNS
STANDARD PLAN M-20.10-03
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Date: 2020.09.25 14:58:51
-07'00'
_ STATE DESIGN ENGINEER
Washington State Department of Transportation
GENERAL NOTE
See Standard Plan M-20.10 for pattern
and color requirements.
1
4"
4"1
23"
4"
23" 4" 23" 4"
UF
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A
PERSPECTIVE VIEW
SIDE VIEW
PROFILED PLASTIC
FOR:
NO -PASS LINE - W = 4"
(SOLID LINE)
TWO-WAY LEFT -TURN CENTERLINE - W = 4"
DOUBLE CENTERLINE & DOUBLE LANE LINE - W = 4
EDGE LINE & SOLID LANE LINE - W = 4"
1
WIDE LANE LINE & WIDE LINE - W = 8"
DOUBLE WIDE LANE LINE - W = 8"
2'- 0"
1 3' - o^
BARRIER CENTERLINE - W = 20"
10"
4"
10"
4"
1 4"
20"
4"
4"
i
TOP VIEW
TOP VIEW
A
SIDE VIEW
SIDE VIEW
DOTTED LANE LINE - W = 4"
DOTTED EXTENSION LINE
WIDE DOTTED LANE LINE - W = 8"
PROFILED PLASTIC
(BROKEN LINE)
23"
1„ 1" �
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500 MILS MIN.
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15T030MILS
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1/4"
100T0300MILS
160 MILS MIN.
15T030MILS
1/4"
1/4"
J
0
SIDE VIEW
3
PROFILED EMBOSSED PLASTIC
FOR: CENTERLINE & LANE LINE
REVERSIBLE LANE LINE
a
(SOLID OR BROKEN LINE)
NO -PASS LINE
DOUBLE CENTERLINE &
DOUBLE LANE LINE
TWO-WAY LEFT -TURN CENTERLINE
EDGE LINE & SOLID LANE LINE
DDnrll Cn AKIn 17'1IDOCCCn DI ACTIr" I IkICC
RECORD DRAWINGS
THESE AS —BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK—UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS —BUILT REDLINES.
WSDOT STD PLAN NO. M-20.20-02
W
(W -1/2")
¢6� 500 MILS MIN.
a^ \
6p 90 MILS MIN.
5 00 MILS MIN.
DETAIL OA
SECTION O of wAsy7Nc�o�,�
�O 36103
STBRQ
SS�ONAL�t a
�ls Brian
Apr 16 2015 2:27 PM
PROFILED AND EMBOSSED
PLASTIC LINES
STANDARD PLAN M-20.20-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Apr 20 2015 10:07 AM
_ STATE DESIGN ENGINEER
ENGINEER
Washington State Deportment of Transportation
�31
C300-C302
NO.
15'
15' 1 10' W. 10' 15'
TYPE 2YY RPM (TYP.)
WHITE EDGE LINE
80' (SEE NOTE 1)
15' 1 -10' 1 30' 10'
TWO-LANE TWO-WAY TRAFFIC
WHITE EDGE LINE
LANE LINE
D YELLOW
EDGE LINE
TYPE 2W RPM 80' TYPE 2Y RPM
(SEE NOTES 1 & 4) ( - (SEE NOTE 2)
MULTILANE ONE-WAY TRAFFIC
GRIND AND OVERLAY FULL
LANE WIDTH 2" HMA
CLASS 1/2" PG 58H-22
LANE LINE
MARKING
12" MIN
6" CRUSHED SURFACING TOP
COURSE UNDER PAVEMENT
PER WSDOT STD. SPEC.
9-03.9(3)
TRENCH BACKFILL- "GRAVEL
BORROW" PER WSDOT STD.
SPEC. 9-03.14(1) COMPACTED
TO 95% OF MAX. DENSITY
TRAFFIC LANE
LEFT EDGE LINE
TYPE 2Y RPM
LEFT EDGE OF LANE PLACEMENT DETAIL
(SEE NOTE 2)
4'-6" 1 4'-6" 4'-6" 1 4'-6"
1 I
I I
NOTES
1. Raised Pavement Markers Types 2YY and 2W shall be
spaced at 80' (ft) intervals on tangents and on horizontal
curves with a radius of 1500' (ft) or more, and at 40' (ft)
intervals on horizontal curves having radii of less than
1500' (ft). Center the RPMs in the gaps between the
pavement marking lines.
2. Type 2Y RPMs, when specified, shall be placed outside
the left Edge Line at 80' (ft) intervals. See "LEFT EDGE
El OF LANE PLACEMENT DETAIL."
3. Recessed pavement markers, when specified, shall be
installed at the locations shown for Type 2W RPMs on
multilane one-way roadways, and Type 2YY RPMs on
two-lane two-way roadways.
NO -PASS LINE 4. The Type 2W RPMs placed on multilane one-way
roadways and all RPMs set in recesses shall have
an abrasion -resistant coating.
5. Do not recess side -to -side RPMs on VVide Dotted Lane
Lines.
WHITE
TYPE 2W RPM (TYP.)
WIDE DOTTED LANE LINE DETAIL (SEE NOTE 4)
(SEE NOTE 5)
LONGITUDINAL MARKING SUPPLEMENT
WITH RAISED PAVEMENT MARKERS
WSDOT STD PLAN NO. M-20.30-04
JEFFERSON AVE NE (COMMERCIAL)
2" HMA CLASS 1/2" PG 58H-22
NE 10TH ST
6" HMA CLASS 1/2" PG 58H-22 IN
2-3" LIFTS
12" MIN
CURB AND GUTTER
(EXISTING AND/OR NEW)
UPPER LIMIT
PIPE ZONE
NOTES:
N
CRUSHED SURFACING
1. RECYCLED CONCRETE
BASE COURSE PER WSDOT
o
AGGREGATE SHALL
STD. SPEC. 9-03.9(3)
NOT BE USED AS
FOR PIPE ZONE BEDDING
BEDDING IN THE
:::::::::::::::::::::..
:::
PIPE ZONE OR AS
DUCTILE IRON PIPE
::::::::::::..
TRENCH BACKFILL.
WITH POLYWRAP
... :::::::::::::.
::::::::::::
LOWER LIMIT
. . .
. . .
PIPE ZONE
FOUNDATION MATERIAL
(IF REQUIRED)
DIAM +
18"
BY ENGINEER
36" MIN
PER WSDOT STD SPEC
9-03.17
NE
10TH ST STA 23+25 TO STA 25+77
TRENCH
BACKFILL
WITH
ASPHALT
PATCHING
&
HALF
STREET
OVERLAY
SCALE: NTS
-BUILT 10/ 10/23 RVEYED:
DESIGNED:
BG
DRAWN:
DC, JYL
ses
CHECKED:
CB
REVISION BY DATE APPR APPROVED:
TJE
4
AS -BUILT 04199
SCALE:
WRIZO�Nf� N D 1983/11991
AS SHOWN
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
C30�0-C302
W-419907
TYPE 2 RPM RAISED FACE COLORS
TYPE 2YY
YELLOW AND YELLOW
TYPE 2W
WHITE - ONE SIDE ONLY
TYPE 2Y
YELLOW - ONE SIDE ONLY
OF WASy�Nco�
�O q 36103 O ��
��1STERF
If
Sf®NAL
w`Vval7h, Brian
7vd4d, F1494 Feb 29 2016 10:18 AM
LONGITUDINAL MARKING
SUPPLEMENT WITH RAISED
PAVEMENT MARKERS
STANDARD PLAN M-20.30-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
�`` Carpenter, Jeff
4T/4C6frCZ. / _vv Feb 29 2016 12:39 PM
_ STATE DESIGN ENGINEER
Washington State Department of Tronaporfatlon
WOF
cCAI All IOIKITc pC'Q ufcnOT
NE 10TH STREET JEFERSON AVE NE (COMMERCIAL ACCESS)
STA 17+61 TO STA 25+77 STA 49+47 TO STA 53+78
FULL STREET
GRIND & OVERLAY r5�
CITY OF
RENTON
Planning/Building/Public Works Dept
NTS
C200
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10/16/2023 www.kpff.com
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CITY OF RENTON 11/15/2022
RENTON SUNSET GARDENS Flm Z
OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO,
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DETAILS G'14 LU
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(1)-12" SLEEVE, (MJ)
12" DI SPOOLS AS REQUIRED
STA 17+812.73, 1.94' LT
(1)-12" 45° BEND, (MJ)
(1)-THRUST BLOCK
STA 17+92.75, 8.28' RT
(1)-12" 45° BEND, (MJ)
(1)-THRUST BLOCK
RECORD DRAWINGS
THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
390
370
360
350
340
330
I Ir`IAkI AI 1 ni rAAIIAIn Tr C`TIAIn ALIf1
MUM11VVI1 LA V kJVJ LVIVL) YY
AFTER COMPLETION OF NEW 12"
W (1)-6" CAP, (MJ)
(1)-12" GV, (FLxMJ)
(1)-12" ADAPTER (FLxMJ)
(1)4' GV, (FLxMJ)
(2)-6" 45° ROTATED BEND, (MJ)
0(1)
6" SLEEVE, (MJ) 2
THRUST BLOCK C330
UIRED
V'x5'x2' DEAD MAN
ABANDON EX 6" (565 ZONE)
W AFTER COMPLETION
OF NEW 12" W
STA 21+05.99, 42.18'
- — (1)-6" CAP, (MJ)
(1)-2" TEMP 1
♦ RI nw—nFF ACCFkARI Y 1
0 11+
STA 21+04.32, 10.40' RT
APPROX 53 LF 6" DI
CONNECT TO FIRE
SPRINKLER SERVICE
(1)-12%6" TEE, (FLxFL)
(1)-6" GV, (FLxMJ)
(2)-12" GV, (FLxMJ)
(1)-THRUST BLOCK
0 0
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r C114
JEFFERSON AVE NE
ROW (COMMERCIAL ACCESS) ROVE
18+00
18+40
0 10'
20' 40'
1 inch
= 20 ft. HORZ
0 5'
10' 20'
1 inch
= 10 ft. VERT
18+80 19+20 19+60
20+00
20+40
20+80
AS -BUILT 04199
1 AS —BUILT 10 10 23 RVEYED: SCALE:
HORIZO�Nf� N D 1983%1991
DESIGNED:: AS SHOWN
BG
DRAWN:
DC, JYL ONE INCH DATUM
CHECKED: AT FULL SCALE
CB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TJE
21+20
W-419908
• CITY OF
RENTON
Planning/Building/Public Works Dept
1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC
9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
DOCUMENT EX GRADE PRIOR TO CONSTRUCTION.
2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
1100.
3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
COR STD. PLANS 330.1, 330.2 AND 330.3.
4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION UNLESS OTHERWISE STATED.
5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE.
6. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT -LINED (DOUBLE
THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151
AND C104 STANDARDS.
LEGEND
ROW LINE
w w WATER < 12"
�W�W� WATER > 12"
Fs Fs FIRE SERVICE
N VALVE
THRUST BLOCK
li FIRE HYDRANT
SLEEVE
0-
I • E POLYPIGGING STATION
FLAG NOTES
(1 EX FIRE HYDRANT TO BE REPLACED. EX FIRE HYDRANT SHALL REMAIN
OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED
AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE
BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX
HYDRANT TO BE REPLACED SHALL BE SALVAGED TO COR WATER SHOPS.
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10/16/2023 www.kpff.com
CITY OF RENTON 11/15/2022
RENTON SUNSET GARDENS SELDBOOK: z
OFF -SITE WATER MAIN IMPROVEMENTS PAM I1NG N0 O
C300 z
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21 +60
RECORD DRAWINGS
THESE AS —BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK—UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS —BUILT REDLINES.
PROTECT MONUMENT
DURING REMOVE EX GV
CONSTRUCTION
ABANDON EX 4" (565 ZONE)
W AFTER COMPLETION OF
NEW 12" W
(1)-4" CAP, (MJ)
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VALVE
i KIRKLAND AVE
I
25+60
W-419909
NOTES
1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC
9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
DOCUMENT EX GRADE PRIOR TO CONSTRUCTION.
2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
1100.
3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
COR STD. PLANS 330.1, 330.2 AND 330.3.
4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION UNLESS OTHERWISE STATED.
5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE.
6. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT -LINED (DOUBLE
THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151
AND C104 STANDARDS.
LEGEND
ROW LINE
w w
WATER < 12
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• [
POLYPIGGING STATION
WATER METER
390
FLAG NOTES
O1 EX FIRE HYDRANT TO BE REPLACED. EX FIRE HYDRANT SHALL REMAIN
380 OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED
AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE
BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX �
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RENTON
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• Cal 1811 ISTER�'� 1601 5th Avenue, Suite 1600 LUJ
® two business days ��`rsIONAL Seattle, WA 98101 Cf)
before you dig 206.622.5822 z
10/16/2023 www.kpff.com
CITY OF RENTON 11/15/2022
RENTON SUNSET GARDENS mmD�: z
OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO. O
C301 z
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370
360
350
340
330
STA 50+82.54, 7.28' LT
FIRE HYDRANT CONNECTION
'-FIRE HYDRANT ASSEMBLY
1 REMOVE EX
FIRE HYDRANT
ABANDON EX 8" (435 ZONE)
W AFTER COMPLETION OF
NEW 12" W
(1)-8" CAP, (MJ)
II
STA 51 +10.88, 18.63' RT
(1)-4" CAP, (MJ)
(1)-2" TEMP BLOW -OFF ASSEMBLY
(1)-THRUST BLOCK
k-I)-4 UV, krLXMJ)
(1)-12" GV, (FLxMJ)
(1)-12" FLANGE ADAPTER (FLxMJ)
(1)-THRUST BLOCK
I - II 1 n I
NOTES
A 51 +43.28, 21.61' LT
i" WATER METER 1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC
INSTALL EX METER IN 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
W METER SETTER & METER DOCUMENT EX GRADE PRIOR TO CONSTRUCTION.
IX STA 53+54.17, 6.07' LT 3
CONNECT TO PRIVATE CONNECT TO EX 8" W �3O 2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
RVICE LINE (1)-12%8" TEE, (FLxFL) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
'A 51+50.68, 21.48' LT (1)-12" GV, (FLxMJ) 1100.
WATER METER (1)-12 FLANGE ADAPTER, (FLxMJ) 3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
'.W METER SETTER & METER ABANDON EX 4" (565 ZONE) (2)-45• ROTATED BEND, (MJ) COR STD. PLANS 330.1, 330.2 AND 330.3.
)X W AFTER COMPLETION OF -8 SLEEVE, (MJ) 4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
:CONNECT TO PRIVATE NEW 12" W (1) THRUST BLOCK LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
.RVICE LINE (1)-4" CAP, (MJ) UIRED MAXIMUM JOINT SEPARATION UNLESS OTHERWISE STATED.
PLACE CURB & GUTTER AND - ------ (1)46'x2' DEAD MAN
►NCRETE SIDEWALK (TYP) 2• PIPE " �" 5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE
P
DEFLECTIONS - P - - - MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE.
SAS SS P
SS SS
SSSS� 6. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT -LINED (DOUBLE
Wmm w I 1 THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151
-r _ 1 AND C104 STANDARDS.
JEFFERSON AVE NE w 1
-�
(COMMERCIAL A ECC ECC SSA 80+0o LEGEND
STA 53+65.48, 6.57' LT
(1)-12" CAP, (MJ)
(1)-THRUST BLOCK
_ STA 53+42.41, 5.65' LT
CONNECT TO EX 4" FIRE SPRINKLER SERVICE
(1)-12"x4" TEE, (FLxFL)
(1)4' GV, (FLxMJ)
(1)-12" GV, (FLxMJ)
(1)-12" FLANGE ADAPTER, (FLxMJ)
�(2)- 4" 45• ROTATED BEND, (MJ)
-4" SLEEVE, (MJ)
_ � ,(1) THRUST BLOCK
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50+00
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RECORD DRAWINGS
THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
50+80 51 +20
"00 0 10' 20' 40'
1 inch = 20 ft. HORZ
0 5' 10' 20'
1 inch = 10 ft. VERT
51+60 52+00 52+40 52+80
1 AS —BUILT 10/10/23 RVEYED:
DESIGNED:
BG
DRAWN:
DC, JYL
CHECKED:-
B
NO. REVISION BY DATE APPR APPROVED:
TJE
53+20
53+60
AS -BUILT 04199
SCALE:
HORIZO�Nf� HAD 1983/11991
AS SHOWN
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
390
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370
360
350
340
330
W-41991 0
• CITY OF
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ROW LINE
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Fs Fs
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OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED
AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE
BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX
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CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
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(1)-12"x6" TEE, (MJxFL)
(1)-6" GV, (FLxMJ)
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(2)-8" GV, (FLxMJ)
(1)-8" ADAPTER (FLxMJ)
(2)-8" SLEEVE, (MJ)
(1)—THRUST BLOCK
(1)-12"x8" REDUCER (MJxPE)
(1)-12" SLEEVE (MJ)
8" AND 12" SPOOLS
AS REQUIRED
—BUILT 10/ 10/23 RVEYED:
DESIGNED:
BG
DRAWN:
DC, JYL
CHECKED:
CB
REVISION BY DATE APPR APPROVED:
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AS -BUILT 04199
SCALE:
HomzONf N D 1983/11991
AS SHOWN
ONE INCH DATUM
AT FULL SCALE
IF NOi ONE INCH
SCALE ACCORDINGLY
NOTES
1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC
9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
DOCUMENT EX GRADE PRIOR TO CONSTRUCTION.
2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
1100.
3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
COR STD. PLANS 330.1, 330.2 AND 330.3.
4. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION UNLESS OTHERWISE STATED.
5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE.
6. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT —LINED (DOUBLE
THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151
AND C104 STANDARDS.
LEGEND
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Fs FS
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OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED
AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE
BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX
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11/15/2022
RENTON
RENTON SUNSET GARDENS
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OFF -SITE WATER MAIN IMPROVEMENTS
DRAWING NO:
Planning/Building/Public Works
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MAIN, ABANDON IN PLACE
0, (1) 12" VERTICAL GROSS (MdXFE�
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(SEE NOTE 4) so rFJ 0
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(1)-12" 45° HORIZONTAL BEND, (MJ)
(1)—THRUST BLOCK
STA 17+92.75, 8.28' RT
(1)-12" 45° HORIZONTAL BEND, (MJ)
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(1)-6" GV, (FLxMJ)
(1)—TEMP PLUG (MJ)
(1)-6" SLEEVE, (MJ)
6" DI SPOOLS AS REQUIRED
EX 6" 565 ZONE W\�
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(1)-6'x5'x2' DEAD MAN
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(1)-12" GV, (FLxMJ)
NA
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AS REQUIRED
CONNECTION TO EX 6" (565 ZONE) W
(2)-6" 45° ROTATED BENDS
W
41,
EX 8" (435 ZONE) s Q
° V W TO REMAIN
°
NOTES: NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN. 1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN.
REFER TO COR PROJECT WTR2703179 IN COR MAPS FOR RECORD
DRAWINGS. 2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING C C
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
CONNECTION BY COR AFTER APPROVAL OF NEW MAIN. 3 POLYPIG STATIONS FOR 12" THE WATER MAIN EXTENSION IN NE !a-Ti+
STREET ARE
Lpn A Trn AT THE E� ERN EN�AF�-
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND WATER MAIN
�CVG�°��
DISINFECTION PER COR STD PLAN 300.7. AFTER ALL TESTING, CLEANING
BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK.
4. CONNECTION TO EX 12" STUB IS PER COR STD 300.4.
CONNECTION TO EX 12° STUB NORTH CONNECTION TO EX 6" W
NE 10TH ST & NESUNSET BLVD K*T�(I
NE 10TH ST/JEFFERSON AVE NE (COMMERCIAL ACCESS
SCA _SCALE' I'=5
RECORD DRAWINGS
THESE AS —BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK—UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS —BUILT REDLINES.
NO.
—BUILT
REVISION
10/10
BY I DATE
DESIGNED:
BG
DRAWN:
DC, JYL
CHECKED:
CB
AP P R APPROVED:
TJE
(1)-12" ADAPTER (FLxMJ)
ABANDON IN PLACE EX-
4" FIRE SPRINKLER.
(l)-4" SLEEVE, (MJ)
4" DI SPOOLS AS REQUIRED
(1)-6'x5'x2'
DEAD MAN
CONNECT TO EX 4"
FIRE SPRINKLER TO \
REMAIN j
4" CAP (MJ) —
BLOWOFF
a. rFJ
°
STA 53+54.17, 6.07' LT b
CONNECTION TO
>9 EX 8" W BY COR \crFJ `I
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(1) THRUST BLOCK
S �k,
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rFJ
(1)-12" GV, (FLxMJ) \
i
(1)-8" GV, (FLxMJ)
n
(1)—TEMP PLUG, (MJ)
(1)-4" 45° ROTATED BEND, (MJ)- a
4 " DI W
°°
REPLACE EXISTING °
CONCRETE SIDEWAY
(1)-45° ROTATED BEND, (MJ�` BEND,
(1)-4" GV, (FLxMJ) —
(1)—TEMP PLUG, (MJ)
(1)-12" GV, (FLxMJ)
/ J
A °
°
a °
°
(1)-8" 45° ROTATED BEND (MJ) i
(1)-8" 450 ROTATED BEND (MJ)
J (1)-8 SLEEVE, (MJ)
8" DI SPOOLS AS REQUIRED
)REMOVE
EX 8" GV
4" CAP (MJ)
EX 8" W TO REMAIN
STA 53+42.41, 5.65' LT
EX 4" FIRE SPRINKLER
RECONNECTION nV
(1)-12"x4" TEE, (MJxFL)� �� O�
(1)—THRUST BLOCK //
12" W
NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN. c/)
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DISINFECTION PER COR STD 300.7. AFTER ALL TESTING, CLEANING BY �
POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK. 2
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10/16/2023 wwkpffcom
SAS SHOWN HORIZONTAL- HAD 19�%1991 CITY OF CITY OF RENTON 11/15/2022
C;%R
R EN TON RENTON SUNSET GARDENS
PAGE* 0
ONE INCH DATU M N41W DRAWIOFF-SITE WATER MAIN IMPROVEMENTS NG N0:
AT FULL SCALE Planning/Building/Public Works Dept. C330 z
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(1)-TEMP PLUG (MJ)
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(1)-12%8" REDUCER, (MJxPE) /
12" DI SPOOLS AS REQUIRED
(1)-12" SLEEVE, (MJ�
i
STA 83+03.94, 3.32' LT
CONNECTION TO EX 8" W
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(SEE NOTE 4)
(1)-81111x8" TEE, (FL)
(1)4' ADAPTER (FLxMJ)
(1)—THRUST BLOCK
(1)-8" GV, (FLxMJ)
(1)-8" SLEEVE, (MJ)
EX 8" W TO REMAIN
.. . . . .. . ..
■
NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN
AND CUT -IN NEW 8"X8" TEE AND 8" GV (BY CITY FORCES)
2. CONTRACTOR TO INSTALL NEW WATER MAIN 10' FROM NEW TEE AND
VALVE. FINAL CONNECTION BY CITY FORCES CONTRACTOR TO INSTALL ALL
THRUST BLOCKS.
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND
DISINFECTION PER COR STD PLAN 300.7. AFTER ALL TESTING, CLEANING
BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK.
4. CONNECTION TO EX 8" WATER IS PER COR STD 300.2 WITH THE
EXCEPTION THAT THE 2" TAP AND TEMPORARY BLOW -OFF IS NOT NEEDED
ON THE 8" GATE VALVE. A TEMPORARY 8" PLUG SHALL BE USED INSTEAD.
CONNECTION TO EX 899 W NORTH
JEFFERSON AVE NE (RESIDENTIAL ACCESS)
scnie. r=s
' �,C303,,)
RECORD DRAWINGS
THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
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4" CAP (MJ)
(1)4' SLEEVE, (MJ)
4" DI SPOOLS AS REQUIRED \
EX 4" FIRE SPRINKLER
TO REMAIN
W VLT
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LLJ
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STA 23+17.33, 12.86' RT
EX 4" FIRE SPRINKLER
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(d) do 1 —12%4" TEE, (MJxFL) (3) do
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F.)
or
REPLACE EXISTING �° d
CURB & GUTTER AND
CONCRETE SIDEWALK F)
(1)4'x5x2' DEAD MAN
NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN.
2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
CONNECTION BY COR AFTER APPROVAL OF NEW MAIN.
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND
DISINFECTION PER COR STD PLAN 300.7. AFTER ALL TESTING, CLEANING
BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK.
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MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
CONNECTION BY COR AFTER APPROVAL OF NEW MAIN.
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND
DISINFECTION PER COR STD PLAN 300.7. AFTER ALL TESTING, CLEANING
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NOTES
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THESE RECORD DOCUMENTS HAVE BEEN two business days Seattle, WA 98101
Michael Ruether (THE I Dakota Simurdak (TH E
PREPARED FROM THE CONTRACTOR'S before you dig 10/14/2024 206.622.5822
REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY www.kpff.com
THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON
m DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE S"' 1ED VERTICAL: NAVD 1908 CITY O F
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o NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: DC, JYL RENTON
N g OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE INCH DATUM
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THESE RECORD DOCUMENTS HAVE BEEN
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Michael Ruether (THE
I Dakota Simurdak (THE
CONTRACTOR OF RECORD) HEREBY CERTIFY
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REDLINED MARK-UPS OF THE CONSTRUCTION
J
a m
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL CONSTRUCTION PERMIT
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
X
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
3
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL CONSTRUCTION PERMIT REVISION
OMISSIONS IN DATA OR CERTIFY THE
5
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ACCURACY OF THE INFORMATION PROVIDED
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BY
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two business days
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SCALE:
IL NTAU NAD 1983/1991
AS SHOWN HOR
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
10/14/2024
om-
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
ki
CITY OF
RENTON
Planning/Building/Public Works Dept.
1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC 9-10-11 LO
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. DOCUMENT EX
T
GRADE PRIOR TO CONSTRUCTION. o
2. FIELD VERIFY EXISTING 12" WATER MAIN STUB LOCATION PRIOR TO
T
INSTALLATION. REFER TO COR PROJECT WTR2703179 IN COR MAPS FOR I CV
RECORD DRAWINGS. id
3. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
1100.
4. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
COR STD. PLANS 330.2 AND 330.3.
5. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION. Q0
T
6. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE p
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. O
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LEGEND Q
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RENTON SUNSET GARDENS 10/14/2024 z
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COMMERCIAL ACCESS
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CONNECT TO EX 12" W STUB 4 CONNECT TO EX 6" (565 ZONE) W
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FITTINGS AND ADAPTERS AS REQUIRED
17+60
18+00
18+40
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I Michael Ruether (THE
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cn
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CONTRACTOR OF RECORD) HEREBY CERTIFY
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REDLINED MARK-UPS OF THE CONSTRUCTION
a N
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
rl)x
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
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REFLECTS THE FIELD CONDITIONS AS OF
NOT RESPONSIBLE FOR ERRORS OR
N
OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
x lffl��ad leaedce
x Dalota &1sraehl
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BY THE CONTRACTORS AS -BUILT REDLINES.
CD
1
CIVIL
CONSTRUCTION PERMIT
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
4
CIVIL
CONSTRUCTION PERMIT
REVISION
5
GRADING, STORM, AND PSE
UPDATE
NO.
REVISION
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20+80
C800, C801, C83 4—C835
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..................a............................................................�
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52+80
53+20
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SEE PROFILE 5/C813
53+60
21 +60
E
370
350
340
J 330
54+00
22+00
NOTES
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22+40
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EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY
DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED.
20 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY,
CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR
ACCEPTED EQUIVALENT).
30 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE
VERIFIED.
4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE
BLOCKING PER COR STDS 330.2 AND 330.3.
FLAG NOTES
Qj
11.25' VERTICAL BEND
A2
22.5' VERTICAL BEND
A
45' VERTICAL BEND
Q4
11.25' HORIZONTAL BEND
A522.5*
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CMK 22 TJE 0
DRAWN: R E N T O N PAGE �
CB 06 17 22 TJE DC, JYL DRAWING NO:
CB 12 20 23 TJE CHECKED: ONE INCH DATUM
ce AT FULL SCALE Planning/Building/Public Works Dept. C811 z
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NOTES
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EXISTING GRADE ABOVE
.....................................................................................................................................................................................................
M
w WATER MAIN ALIGNMENT
a FINISHED GRADE ABOVE
WATER MAIN ALIGNMENT
23 LF 10 DI
.............o..................................................................
...i.... .................................................... : 5 EF 1 a DI:
10" SLEEVE
—1011x8" REDUCER FIRE HYDRANT CONNECTION
10 X6 TEE
...............................................................................................................................................................1........................................
SEE PROFILE 2/C813
ROW
NB 1OTH ST
CONNECT TO EX 6" W
12"x6" TEE
SEE PROFILE 3/C813
10 GV
_.._....... ...._......................................
LF 10" DI 29 LF
I 10" DI
10" GV
i
........................
:............. .................................. ........................... ..................... ...................... ........................
.
EX 112 SD
EX 8" SS
12"x10" TEE
SEE PROFILE 1 /0811
82+80 83+20 83+60 84+00 84+40 84+80
WATER PROFILE
JEFFERSON AVE RESIDENTIAL ACCESS
SCALE: 1 "=20' H, 1 "=10' V C800, C83 5
390
390
380
380
370
370
360
360
350
350
340
340
330
330
390
370
360
350
340
330
390
370
360
350
340
330
NL 1OTH AVE
EX 12" SD
LF 6" DI (NJ) -
...................................................................................................:.............
6" GV
CONNECT TO 12" W ` —
12"x6" TEE:
SEE PROFILE 1/C811
»
6 LP DI (RJ)
STA. 20+55.00, 3.89' LT
(1)-22.5° BEND, (RJ)
STA. 20+55.02, 10.00' LT
(1)-22.5° BEND, (RJ)
of R R
EX6"WTOBEO
ABANDONED BY COR
...........................................10 LF 6 DI O....RJ.....................................................................
1
FIRE HYDRANT �31
EXISTING GRADE
............... ...... ....... .....f........................ ................... ........................................................ ................................................
.
r
FINISHED GRADE
...........................................' ............. I ...........................................................
F 4 L6 DI (RJ)
2 ;STA. 20+55.06, 22.86' LT
(1)-22.5° BEND, (RJ)
2 ;STA. 20+55.03, 13.08' LT
(1)-22.5' BEND, (RJ)
3 LF 6" DI (RJ)
FIRE HYDRANT CONNECTION
NE 10TH ST
SCALE: 1 "=20' H, 1 "=10' V
FINISHED GRADE
...................... :..................... I
— —
„
4 FOOTING DRAIN
— --
COMMERCIAL
............ :.............. ......... ...................... :.................................................
SERVICE POC
:................................................
SEE PLUMBING
IE=353.69
TELECOMM DB
............. ................................................. ...................
(2)-4" PVC
14 LF 2" TYPE K
12 LF 2" TYPE K
COPPER TUBING
COPPER TUBING
�,
Ln J
CD co
CD
6"
FIRE SERVICE 3
2" COMMERCIAL
WATER
SERVICE
K4
SCALE: 1 "=20' H, 1 "=10' V C800�� 4
SCALE: 1 "=20'
H, 1 "=10' V
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CONSTRUCTION
RECORD DRAWINGS
I
m
THESE RECORD DOCUMENTS HAVE BEEN
I Michael Ruether (THE
I Dakota Simurdak (THE
00
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J
E m
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL
CONSTRUCTION PERMIT
CMK
10 19 21
TJE
S"'v''ED'
co
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL
CONSTRUCTION PERMIT RESUBMITTAL
CMK
12 20 21
TJE
X
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
DESIGNED:
CMK
3
CIVIL
CONSTRUCTION PERMIT RESUBMITTAL
CMK
02 18 22
TJE
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL
CONSTRUCTION PERMIT REVISION
CB
06 17 22
TJE
DRAW DC, JYL
N
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
CB
12 20 23
TJE
CHECKED:
ACCURACY OF THE INFORMATION PROVIDED
x ���iad
x Dalota f�raehl
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BY THE CONTRACTORS AS -BUILT REDLINES.
leaeelke
NO.
REVISION
BY
DATE
APPR
APPROVED:
CD X
TJE
390 390
380 380
370 370
360 360
350 350
340 340
330 330
; Me
390
370
360
0
VERIFY DEPTH OF EXISTING UTILITIES. IMMEDIATELY NOTIFY ENGINEER IN Oi
EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY
DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED
O2 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY,
CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR
ACCEPTED EQUIVALENT).
O3 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE
VERIFIED.
4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE
BLOCKING PER COR SIDS 330.2 AND 330.3.
OS ELIMINATE VERTICAL BENDS AND UTILIZE VERTICAL DEFLECTIONS IF
FIELD CONDITIONS WARRANT.
350 FLAG NOTES
340
330
�j
1125' VERTICAL BEND
Q
22.5' VERTICAL BEND
A
45' VERTICAL BEND
�4
11.25' HORIZONTAL BEND
A522.5*
HORIZONTAL BEND
�6
45' HORIZONTAL BEND
�7
90' HORIZONTAL BEND
JEFFERSON AVE NE
(COMMERCIAL ACCESS) EX
R R
........................................... .............................................................................................I.........
25.0'
PSE PRIMARY DB . *PUBLIC I PRIVATE
(2)-4" PVC I PIPING PIPING
(2)-6" PVC
0 ' » ................... ....
3 EX t; W ...........I ...................
TELECOMM DB
OEX 2 GAS (2)-4 PVC
4: GV
17LF4"DI
............................................. ............ .............................. ................................. ........................... I............ ........ ....
EX GRADE �
CONNECT TO 10" W — — — —
10"x4" TEE
SEE PROFILE 2/C811
................................................ ................................................. ............................... ........I................................ ............
...
STA. 51+10.97, 9.96' RT:O 2
(1)-11.25° BEND, (RJ)
2......... I...........................................................................
OEX 12" PSD
2.5" ETHAFOAM PAD
5LF4"DI
FINISHED
GRADE
.......................... .... ... ......... .......................................
..........
I ..........2...........
4" DCVA �32
4" FOOTING DRAIN
` TELECOMM DB
RESIDENTIAL
SERVICE POC
SEE PLUMBING
IE=351.25
....................... 5......F....4.......Ot.................................................
10LF4"DI' 3
4" METER : C831
4LF 4"
-STA. 51 +10.88, 15.11' RT ..
(1)-11.25° BEND, (RJ) n
4" RESIDENTIAL WATER SERVICE r5
SCALE: 1 "=20' H, 1 "=10' V C800
J. ',
I)y WA
A 4276
• Cal 1811 �oc�sISTEg�'y�, 1601 5th Avenue, Suite 1600
SIONAL E�
® two business days Seattle, WA 98101
before you dig 10/14/2024 206.622.5822
www.kpff.com
SCALE:VEffn_
HORIZONTAL- NAD 1983/1991 Ap7jrbkCITY OF
AS SHOWN
RENTON
ONE INCH DATUM "
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
390
370
360
350
340
330
LO
T
O
O
T
N
AM
H
•
H
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
a
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C/)
Z
RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
FlELDBOOK: PAGE: O
DRAWING NO:
C812 w
WATER UTILITY PROFILES SHEET.
33 �`44 �
NOTES
390
T
T
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6
380
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370
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W
OC
360
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360
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N
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J
7
V7 �
JEFFERSON AVE NE
(OOMMERCIAL ACCESS)
..FIRE.....HYDRANT...............i.........................
C831
25.0'
OEX6"WTOBE
ABANDONED BY COR
............................................. ................................................. ............................. ..t............ .........................
EX 2" GA
O2 EX 8 W TO BE
ABANDONED BY COR
............................ 2..°°.....E.THAF.OAM..... PAD ......................
....................
6" GV
CONNECT TO 10" W — — — -
10"x6" TEE
SEE PROFILE 2/C811 o
.................................................................................................I.............................................................
19 LF 6.DI (RJ)
EX12"SDE:*'
O2 2.5" ETHAFOAM PAD
............ STA. 50+82.25, 11.76' RT .....5�...........2..
(1)-11.25° BEND, (RJ)
A
0 :1 ■
FIRE HYDRANT CONNECTION
JEFFERSON
cALCOMMERCQcAL ACCESS 807
0
390
370
360
350
340
330
385
370
380
365
375
360
370
355
365
350
360
345
355
340
400
390
370
360
350
340
JEFFERSON AVE NE
(RESIDENTIAL AC16ESS) EX
FIRE HYDRANT
C831
6" GV
" EX SDI
CONNECT TO 10" W
10"X:6" TEE
FINISHED GRADE
FIRE HYDRANT CONNECTION
JEFFERSON (RESIDENTIAL ACCESS
SCALE: 1"=20' H, 1"=10' V C800
400
390
370
360
350
340
370
375
365
370
360
365
355
360
350
355
345
350
340
345
0
U VERIFY DEPTH OF EXISTING UTILITIES. IMMEDIATELY NOTIFY ENGINEER IN LO
EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY
T
DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED. o
20 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY,
CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR N
ACCEPTED EQUIVALENT). V
30 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE
VERIFIED.
4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE
BLOCKING PER COR STDS 330.2 AND 330.3.
O ELIMINATE VERTICAL BENDS AND UTILIZE VERTICAL DEFLECTIONS IF
FIELD CONDITIONS WARRANT.
FLAG NOTES
zi
11.25' VERTICAL BEND
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22.5' VERTICAL BEND
A3
45' VERTICAL BEND
Q4
11.25' HORIZONTAL BEND
�5
22.5' HORIZONTAL BEND
6�
45' HORIZONTAL BEND
Q7
90' HORIZONTAL BEND
375
370
365
360
355
350
345
I
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CONNECTION TO EX 6" W
CONNECTION TO EX 6" W
CONNECTION
TO EX 8" W
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10TH JEFFERSON (COMMERCIAL ACCESS 4
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SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J
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DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL
CONSTRUCTION PERMIT
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suRvEy D'
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
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THE ELEMENTS OF CONSTRUCTION AND IS
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REFLECTS THE FIELD CONDITIONS AS OF
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RESUBMITTAL
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NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
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CONSTRUCTION PERMIT
REVISION
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06
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a two business days
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HORIZONnTAU NAD 1983/1991 " CITY OF
AS SHOWN �
RENTON
ONE INCH DATUM "
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
V
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RENTON SUNSET GARDENS 10/14/2024 z
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2900 NE 10TH ST, RENTON, WA 98056 z
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C813 w
WATER UTILITY PROFILES S"�` 34 '44 �
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FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-511D OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4,875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
®® ESECTION LENGTH TO FIT. VALVE NUT EXTENSION
EXPANSION JOINT AT
2"-1 6(
OF SIDEWALK AS REQUIRED.
�CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE BLOCKING
O
CONCRETE
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16' x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUND
MMIN 3' RADIUS
IN 3' RADIUS
Ti
1 y ONE MAN ROCK
�6 1 1
6" CONCRETE PAD 6 ` 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
'D STD. PLAN - 310.1
!® PUBLIC WORKS FIRE HYDRANT ASSEMBLY
7� DEPARTMENT
MARCH 2O10
C800, C812, C813
1-1/2" AND 2" WATER SERVICE DETAIL
CAUTION: VALVE BOX SHOULD NOT REST ON 10 11
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
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CITY
PIPING
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> IN UNIMPROVED >
RIGHT-OF-WAY INSTALL METER
BOX AT PROPERTY LINE WITH
12" LONG COPPER TAILPIECE 2
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9" MIN.
12" MAX.
LEAVE EXPOSED - - 0
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BY PASS NOT ALLOWED
FOR IRRIGATION METERS
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VAULT.
-
DRILL 2" DIA.
HOLE FOR
J
TOUCHREAD DEVICE
QUICK -JOINT
COUPLING x MIPT
CAST IRON OR DUCTILE IRON WATERMAIN
2-1/2" MIN.
FROM NEAREST
NOTE:
AND FRONT
EDGE OF PIT LID
THE CENTER
OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH
RIBS UNLESS THE RIB SPACING ALLOWS
-F
THE NUT TO
TIGHTEN AGAINST THE OPEN SIDE OF
MORE THAN
ONE RIB.
TYPICAL RIB
MATERIAL LIST 0SERVICE METER LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK
1. 2" tapped tee, on new water main.
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate volve with threaded ends, square operating nut,
and valve nut extension if required (see standard detail 330.1).
4. Two piece cast iron valve box. Standard 8" top section with regular
base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x
FIPT).
5. 2 each 2" brass or bronze nipples 6" length. threaded ends. 2 each
2"-90° brass or bronze elbows (FIPT x FIPT).
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to
fit.
8. 2" threaded brass 90' ell.
9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16"
), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged
angle ball valve and padlock wings on inlet, and angle check valve
outlet, ball valve on bypass with padlock wings. Customsetter shall
have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and Installed In meter setter by
contractor.
11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and
purity tests.
12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31"
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole
for touchread pit lid, and meter read lid.
13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66
r equal. The property owner is responsible for any necessary adaptation or
extension of water service.
PRIVATE
PIPING
NOTE:
NOT USED
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BOX.
1� STD. PLAN - 320.2
!® PUBLIC WORKS 1 12'. AND 2" WATER SERVICE LOCATED
7� DEPARTMENT IN PLANTING STRIP
MARCH 2O10
�E&
11-1/4° BEND 22-1/2' BEND 45° BEND
CAP
TEE 90° BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
11 1/4'
90•
45' BEn
90'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22
BEND
TEE
CAP OR
BEND
TEE
CAP OR PLUG
& 22 1/2°
BE O
BEND
4"
TO
4.2
4.2
1.7
2.9
2.1
2.12.2
1.6
1.6
1.0
6"
13.3
9.4
9.4
3.8
6.7
4.7
4.75.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.48.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
18.820.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. X-C" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
iRUST BLOCK BEARING
REA REFERS TO THE
..\CE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. i DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
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CONSTRUCTION RECORD
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THESE RECORD DOCUMENTS HAVE BEEN
I Michael Ruether
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Cn
00
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY
CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J11
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
<
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
NOT RESPONSIBLE FOR ERRORS OR
N
OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
x��iae�l�uet�ew
x Dakota �i�sruwcia�
5
BY THE CONTRACTORS AS -BUILT REDLINES.
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1-J800, C812
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C800, C801, C 11-C813
1
CIVIL
CONSTRUCTION PERMIT
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
4
CIVIL
CONSTRUCTION PERMIT
REVISION
5
GRADING, STORM, AND PSE
UPDATE
NO.
REVISION
PLAN
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SHACKLE RODS
ELEVATION
MIN
PIPE SLEEVE
PVC PIPE SLEEVE
EPDXY SEALANT
PIPE
_ EPDM MODULAR SEAL,
LINK -SEAL MODEL C
WITH 316SS BOLTS AND NUTS
STD. PLAN - 320.4 Sht. 1 of 2
PUBLIC WORKS DEPARTMENT 3", 4", AND 6" WATER METER
c^o -T PPE A BLOCKaING ^ oc^ ^c
TYPE B
ti�Y O CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
+ +� PUBLIC WORKS FITTINGS
DEPARTMENT
�FN Cps MARCH 2O10
C M K
10/ 19/21
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SURVEYED:
C M K
12
20
21
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DESIGNED:
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BY
DATE
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APPROVED:
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C811-C813
�WAS&N'(;'
Jul.Ca11811 o��s�IS��SIO74NAL EV two business days
before you dig 10/14/2024
SCALE:*VEffn_
HORIZONTAL' NAD 1983/1991
AS SHOWN
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE
NOTES:
1.
VAULTS SHOULD NOT BE INSTALLED
IN AREAS WITH VEHICLE TRAFFIC.
2.
ALL INTERIOR METAL INCLUDING
PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BYTHE
ENGNEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS.
3.
VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.
4.
FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW.
5. INSTALL
WATER METER RADIO & BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION.
MATERIALS
0METER
AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT
2" BRASS NIPPLE (MIPTXMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER
1" BALLCORP (MIPTxFIPT), FORD FB1700-4-NL OR EQUAL, FOR 3" METER
O B
METER TEST PORT
OR 1 X" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS
7X2 Y2" ADAPTER (MIPTxMNST)
2 Y2" CAP (FNST)
OC
ADAPTER
FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL
OD
PIPE
CLASS 52 DI PIPE (PExFL)
OE
VALVE
(2) GATE VALVE (FLxFL) WITH HANDWHEEL
FF
PIPE SUPPORT
ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
OG
SERVICE SADDLE
(2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL)
OH
BYPASS VALVE
(2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE
OI
BEND
(2) 2" 90" BEND OR (2) 3" 90" BEND
O
BYPASS PIPE
2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED
2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL
OK
BYPASS METER VALVE
OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
O
BYPASS METER
2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY
O
METER FLANGE
2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
NO
UNION
2" TWO-PART UNION OR 3" TWO-PART UNION
O
TEE
2" TEE OR 3" TEE
OP
BUSHING
2"0/4" BUSHING OR 3" x3/4" BUSHING WITH 3/4" PLUG
®
WATER MAIN
CLASS 52 DI PIPE WITH RESTRAINED JOINTS
OR
WALL FLANGE
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7
OS
CONCRETE VAULT
OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL
MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHTTO DRAINAGE DITCH WITH WIRE
OT
DRAIN
MESH RODENTSCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
TWO LOCKING HINGEDALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED
OU
ACCESS HATCH
"WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL.
OLADDER
GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8
OW
GRAVEL
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
VAULT MODEL NUMBERS
METER SIZE
VAULT
BASE PIECE
CENTER PIECE
TOP PIECE
ACCESS HATCH
3"
676-WA
NO.676-BL
NO. 676-MLW
NO. 676-TL-2-332P
HHD-1C
4"
676-WA
NO.676-BL
NO.676-MLW
NO.676-TL-2-332P
HHD-1C
6"
4484-LA
NO.4484-BL
NO.4484-ML
NO.4484-TL-2-332P
HHD-2D
STD. PLAN - 320.4 Sht. 2 of 2
,-� PUBLIC WORKS APPROVED:
DEPARTMENT 3", 4II , AND 611 WATER METER
DATE
FLOOR FLANGE
MECHANICAL ROOM 7 I
BUILDING
50' MIN
FDC ASSEMBLY TO BE LOCATED SEE NOTE 3
DOWNSTREAM OF BACKFLOW ASSEMBLY
N\
CONCRETE BLOCKING
PIV
50' MAX SEE NOTE 2
-,,,-APPROVED DCDA OR RPDA
PER TO PLAN 350.3 OR 360.4
PRIVATE PROPERTY
ROW - . .
50'
FIRE HYDRANT-/ MAX
ASSEMBLY y I
CONNECTION TO WATER MAIN
(1) TEE (FLxFL)
(3) GATE VALVES (FLxMJ)
WITH CONCRETE BLOCKING
NOTES:
1. FIRE SPRINKLER SYSTEM SHALL BE LOCATED ON DEDICATED FIRE SERVICE SEPARATE FROM DOMESTIC SERVICE TO THE BUILDING.
2. PIV MUST BE LOCATED ON THE FIRE SERVICE BETWEEN THE ROW AND THE FDC.
3. FIRE MARSHAL SHALL APPROVE FDC AND/OR PIV LOCATION IF LESS THAN 50, FROM BUILDING.
4. THE DCDA OR RPDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND
ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY
OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAILMHOLTE@RENTONWA.GOV.
5. THE FDC AND PIV MAYBE LOCATED WITHIN THE VAULT WITH THE BACKFLOW ASSEMBLY PER STD PLAN 370.3.
COMMERCIAL FIRE SPRINKLER SYSTEM STD. PLAN -370.2
L -} PUBLIC WORKS APPROVED:
DEPARTMENT 3" TO 10" DCDA OR RPDA
OUTSIDE INSTALLATION DATE
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
Planning/Building/Public Works Dept.
C800, C812
7
R-419936 1<Vo
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L J
W,
4
40
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r-,
W-419907 Z
W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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w
Z
RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
FIELDBOOK:
PAGE: O
DRAWING NO:
C831 W
STANDARD WATER DETAILS SHEU` 36 �`44
Ld
120 VOLT ELECTRICAL OUTLET FOR
HEAT TAPE.
INSTALL HEAT TAPE
'
Q
}
FOR FREEZE
PROTECTION
CENTER BACKFLOW
Of
PREVENTER IN
Ld
O
REDUCED PRESSURE
ENCLOSURE
a
BACKFLOW ASSEMBLY
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b 3" MIN.
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3" MIN.
3" MIN.
INSULATED ENCLOSUR
"HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
BOLTS PER
=
MANUFACTURER
O
f 3" MIN.
CONCRETE SLAB
z
UNION
: FINISHED
N GRADE
FINISHED
GRAD
N
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DRAIN TE
z SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING (TYP.)
GRAVEL z
CONNECT TO N
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW -
INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241.
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's.
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
t T ° STD. PLAN - 350.2
n PUBLIC WORKS REDUCED PRESSURE BACKFLOW
+ DEPARTMENT ASSEMBLY IN HOT BOX
MARCH 2O10
C800, C812
TESTING DETAIL
t 1 O Fr
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oM EXISTING WATER LINE
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tl
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DO NOT DISTURB BLOCKING
m VERTICAL CROSS (MJxFL) FOR POLYPIGGING
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Q 1-BLIND FLANGE ON BOTTOM
N 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
% TEMP. BLOCK
FINAL CONNECTION DETAIL
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AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
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AND D.I. SPOOLS
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FINAL CONNECTION BY CITY FORCES
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STD. PLAN - 300.5
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
4
MARCH 2O10
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801, C�1� C835
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CONSTRUCTION RECORD
DRAWINGS
m�
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THESE RECORD DOCUMENTS
HAVE BEEN
PLAN
----------------
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MIN
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T010 " DCVA STD. PLAN - 350.1 Sht. 1 of 2
PUBLIC WORKS APPROVED:
DEPARTMENT VAULT INSTALLATION
DOMESTIC AND IRRIGATION SERVICES DATE
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
I
\ NEW WATER MAIN POLYPIG
1 i>
VERTICAL CROSS FOR POLYPIGGING STATION
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
STD. PLAN - 300.6
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF
"'•` DEPARTMENT WATER MAINS
p$ MARCH 2O10
I Michael Ruether (THE
I Dakota S imurdak (THE
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
E
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL CONSTRUCTION PERMIT
X
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
3
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL CONSTRUCTION PERMIT REVISION
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
ACCURACY OF THE INFORMATION PROVIDED
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BY THE CONTRACTOR'S AS -BUILT REDLINES.
N0.
REVISION
O X
C834, C835
NOTES:
1. THE DCVA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE",
PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH.
2. THE DCVA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY
THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON
WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV.
3. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC.
4. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.
5. TEE AND GATE VALVE REQUIRED ON MAIN.
6. PROVIDE MINIMUM 2' OF LEVEL, UNOBSTRUCTED AREA AROUND HATCHES.
7. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER WITH DESIGNATION OF RESILIENT SEAT: SUCH AS "RS" OR "R", WHICH MUST BE
CAST, MOLDED, OR AFFIXED ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUS BODIED VALVES SHALL BE COATED WITH A
MINIMUM OF 4 MILS OF EPDXY OR EQUIVALENT POLYMERIZED COATING.
MATERIALS
ODOUBLE
CHECK
VALVE ASSEMBLY
OB
PIPE SUPPORT
O
ADAPTER
O
WATER MAIN
OE
WALL FLANGE
OF
CONCRETE VAULT
OG
DRAIN
OH
ACCESS HATCH
OI
LADDER
10
GRAVEL
LINE -SIZED WASHINGTON STATE -APPROVED DCVA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND
FOUR (4) RESILIENT -SEATED TEST COCKS, DCVA SHALL BE INSTALLED EQUIDISTANT FROM THE ENDS OF THE
CONCRETE VAULT, TWO (2) VALVE SUPERVISORY SWITCHES (ONE PER VALVE) PER RRFA REQUIREMENTS
ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL
CLASS 52 DI PIPE (PExFL) WITH RESTRAINED JOINTS
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7, SEAL PIPE PENETRATIONS WITH
WATER -TIGHT GROUT
OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE ABOVE, OR EQUAL
MINIMUM 6" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE
MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED
"WATER", LW PRODUCTS MODEL NUMBERS PER TABLE ABOVE, OR EQUAL
GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
VAULT MODEL NUMBERS
DCVA SIZE
VAULT
BASE PIECE
CENTER PIECE
TOP PIECE
ACCESS HATCH
3"
644-LA
NO.644-B
N/A
NO.64-352P
HHD-1C
4"
575-LA
NO.575-BL
N/A
NO.57-2-33F
HHD-1C
6"
577-LA
NO.588-BL
N/A
NO.57-2-33F
HHD-1C
8"
4484-LA
NO.4484-BL
NO.4484-ML
NO.4484-TL-2-332P
HHD-2D
10"
5106-LA
NO.5106-BL
NO.5106-ML
NO.5106-TL3-332
HHD-2D
�� " STD. PLAN - 350.1 Sht. 2 of 2
.} PUBLIC WORKS 3 TO 10 DCVA APPROVED:
DEPARTMENT VAULT INSTALLATION
DOMESTIC AND IRRIGATION SERVICES DATE
PROFILE
24"
MIN
MATERIALS
OA
WALL FLANGE
MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE
ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING
CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN
OB
BLOCKING
ENGINEER (MINIMUM 24N24N6")
(C
CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH
PIPE PENETRATION
WATER -TIGHT GROUT
OD
GRAVEL
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
It PUBLIC WORKS CONCRETE BLOCKING
DEPARTMENT ADJACENT TO VAULT
CMK
10/19/21
TJE
S"
CMK
12
20
21
TJE
DESIGN .
CMK
CMK
02 18 22
TJE
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06
17
22
TJE
DRA": DC, JYL
CB
12
20
23
TJE
CHECKED:
CEI
BY
DATE
APPR
APPROVED:
TJE
STD. PLAN - 370.4
Call 811 �0_?O si(
• ® two business days
before you dig
SC&E:
VERTICAL: NAVD 1
AS SHOWN HORIZONTAL: NAD tee/teat
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE
10/14/2024
C800`,C812
MARKER MARKER
o
I
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
I I .
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
HYDRANT MARKERS
4'
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
o
o�
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
MARKER
C e
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
STD. PLAN - 310.3
• PUBLIC WORKS
DEPARTMENT HYDRANT MARKER LAYOUT
�FN,To� MARCH 2010
PLAN
F------ -T- ------
I I
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I
WHINGE ACCESS HATCH HINGE�I
1 (SEE NOTES 4 & 5)
I I I
I I I
I I I
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L--------1--------
. 4 . 4
FIRST STEP -
8" TO 12" BELOW TOP OF COVER
CONCRETE MECHANICAL ANCHOR BOLT,
GALVANIZED OR STAINLESS STEEL (TYP.)
SIDE RAIL AND BRACKET
1%" x K" GALVANIZED STEEL (TYP.)
RUNG, NO. 8 DEFORMED REINFORCING
BAR CONFORMING TO ASTM A615
4" MIN PVC DRAIN
TO DAYLIGHT OR STORM DRAIN SYSTEM,
PROFILE
1" MAX
3" MIN
o
d
Li
0
12" (TYP.)
0
d
WIRE MESH RODENT SCREEN OVER DRAIN
NOTES:
1. VAULTS SHALL ONLY BE INSTALLED IN SHOULDERS, SIDEWALKS, OR LANDSCAPED AREAS. VAULTS SHALL NOT BE INSTALLED IN AREAS
WITH VEHICULAR TRAFFIC. VAULT COVER SHALL READ "WATER".
2. LADDER TO BE SECURED TO VAULT WALL ATTHREE LOCATIONS: TOP, MIDDLE, AND BOTTOM.
3. ALL LADDER PARTS TO BE GALVANIZED CONFORMING TO ASTM A123.
4. ACCESS HATCH SHALL BE LOCKING ALUMINUM DOUBLE DOORS, LW PRODUCTS CO. MODEL HHD-1C OR HHD-2D AS REQUIRED, RATED
FOR H-30 LOADING WITH A SLIP RESISTANT TREATMENT AS FOLLOWS:
THERMION, SAFTRAX TH604 GRADE #2 MODERATE TEXTURE
SUPNOT, GRIP PLATE GRADE 2 (MEDIUM) STEEL
HARSCO IKG, MEBAC#1
GRATING PACIFIC, ALGRIP SLIP -RESISTANT FLOOR PLATE
5. HATCHES SHALL INCLUDE RECESSED PADLOCK HASP SIZED FOR CITY OF RENTON WATER UTILITY PADLOCKS (CONTACT LW PRODUCTS).
6. LADDER -UP ATTACHMENT REQUIRED ON ALL VAULT LADDERS, BILCO LADDERUP TYPE LU-2.
STD. PLAN - 370.5
PUBLIC WORKS APPROVED:
DEPARTMENT VAULT LADDER
DATE
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
Aoftk
CITY OF
1;%R] RENTON
VASOF
Planning/Building/Public Works Dept.
C800, C812, C813
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RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
FlELDBOOK: PAGE OI__
DRAIMNG NO:
C832 W
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