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CONTRACT NO. 03-2017W
CASCADE HILLS PHASE 3
1 2703-2017W
AC PIPE REPLACEMENT
VICINITY MAP
NTS
Soos Creek Water & Sewer District has contracted with
%XLOGHUV([FKDQJHRI:DVKLQJWRQIRUSRVWLQJRIWKLV3URMHFW
While District Project materials (bid invitations, plans and
specifications) may become available through other sources,
the District warrants the accuracy and completeness
(including addenda) only of its materials for this Project
procured through Builders Exchange.
CITY OF RENTON ROW
PERMIT #A-NNNNNNN
SHEET INDEX
Sheet Number Sheet Title
1 COVER SHEET
2 CONSTRUCTION BASELINE PLAN
3 CONSTRUCTION BASELINE TABLES
4 CONSTRUCTION BASELINE TABLES
5 CONSTRUCTION NOTES
6 TESC AND PAVING PLAN
7 TESC AND PAVING PLAN
8 TESC AND PAVING PLAN
9 TESC AND PAVING PLAN
10 TESC AND PAVING PLAN
11 TESC, PAVING AND CHANNELIZATION PLAN
12 TESC AND PAVING PLAN
13 TESC AND PAVING PLAN
14 TESC AND PAVING DETAILS
15 TESC AND PAVING DETAILS
16 TESC AND PAVING DETAILS
17 WATER MAIN PLAN
18 WATER MAIN PLAN
19 WATER MAIN PLAN
20 WATER MAIN PLAN
21 WATER MAIN PLAN
22 WATER MAIN PLAN
23 WATER MAIN PLAN
24 WATER MAIN PLAN
25 WATER MAIN CONNECTION DETAILS
26 STANDARD DETAILS
27 STANDARD DETAILS
COMMISSIONERS:
ALICE MARSHALL
ALAN EADES
GARY CLINE
STEVE PFAFF
DAROLD STROUD
GENERAL MANAGER:
RON SPEER
ATTORNEY:
HANIS IRVINE PROTHERO, PLLC
X X
///
LEGEND
EXISTING TOPOGRAPHY MAPPING
PROPOSED WATER DESIGN
1
10001
1
PERMIT SUBMITTAL 2/12/18
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTCONSTRUCTION BASELINE PLANB-4
2 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 100 200
SCALE IN FEET
PERMIT SUBMITTAL - 3/20/18
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTCONSTRUCTION BASELINE TABLESB-4
3 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
BASELINE LEGEND:#Ä0000000
CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTCONSTRUCTION BASELINE TABLESB-4
4 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
BASELINE LEGEND:#Ä0000000
CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTCONSTRUCTION NOTESB-4
5 27--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
CONSTRUCTION NOTES:
1.ABANDONED AC WATER MAINS SHALL BE FILLED WITH CDF. CONTRACTOR SHALL SUPPLY TEMPORARY
BLOW-OFFS AS NECESSARY TO ENSURE EXISTING PIPE IS COMPLETELY FILLED WITH CDF. CONTRACTOR
SHALL REMOVE UPPER SECTION OF VALVE BOXES ON ALL EXISTING MAINS THAT ARE BEING ABANDONED.
2.COORDINATE TRANSFER OF SERVICES TO NEW SYSTEM AFTER OWNER ACCEPTANCE OF PRESSURE AND
PURITY TESTS. NEW HYDRANTS MAY BE INSTALLED WITH NEW MAIN, BUT MUST REMAIN BAGGED UNTIL
NEW WATER MAIN HAS BEEN TESTED, PURIFIED, AND PLACED IN SERVICE.
3.ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY DETAILS. PER THE RENTON MUNICIPAL CODE, IF THE OUTSIDE OF THE TRENCHING IS WITHIN
THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE
REPAVED. CONTRACTOR TO MAINTAIN MIN. 3' SEPARATION BETWEEN EDGE OF TRENCH AND CENTERLINE
OF ROAD IN AREAS OF HALF-WIDTH OVERLAY, DEFLECTING PIPE TO 1/2 MANUFACTURER'S MAX.
RECOMMENDED DEFLECTION AS NECESSARY.
4.DO NOT REMOVE EXISTING FIRE HYDRANT ASSEMBLIES UNTIL NEW WATER MAIN HAS BEEN IN SERVICE
FOR AT LEAST 24 HOURS. SALVAGE OR DISPOSE OF EX. FH ASSYS. AT OWNER'S DISCRETION.
5.INSTALL NEW METER BOXES BEHIND SIDEWALK, UNLESS OTHERWISE NOTED. WHERE SIDEWALK IS
DAMAGED, OR EX. METER BOX IS REMOVED, CONTRACTOR SHALL SAW CUT AT JOINTS AND REPLACE THE
ENTIRE CONCRETE SIDEWALK PANEL PER RENTON STANDARDS.
6.WINDOW / POTHOLE AHEAD OF WATER MAIN INSTALLATIONS TO FIND AND AVOID CONFLICTS WITH EX. GAS,
STORM MAIN, AND OTHER UTILITIES WHEN INSTALLING NEW WATER MAIN AND HOGGING NEW SERVICES.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ENGINEER AND OWNER TO LOCATE AND
TIE INTO EXISTING WATER SERVICE LINES WHERE METER BOXES WILL BE MOVED.
8.COMPLY WITH CITY OF RENTON R.O.W. PERMIT TIME-OF-DAY RESTRICTIONS FOR CONSTRUCTION IN
INTERSECTIONS AND CITY OF RENTON RIGHTS-OF-WAY.
9.IN ORDER TO MINIMIZE CONFLICTS WITH OTHER UTILITIES, THE NEW WATER MAIN SHALL BE INSTALLED
WITH AT LEAST 36 INCHES OF COVER UNLESS INDICATED OTHERWISE.
10.CONTRACTOR SHALL LIMIT THE AMOUNT OF DISTURBED AREA TO THE MINIMAL AMOUNT NECESSARY TO
FACILITATE CONSTRUCTION EFFORTS. ALL DISTURBED AREAS SHALL BE FULLY RESTORED WITHIN 15
WORKING DAYS AFTER FIRST OPENING THE TRENCH, UNLESS APPROVED OTHERWISE.
11.CONTRACTOR RESPONSIBLE TO VERIFY LOCATIONS OF THE EXISTING WATER MAINS, WATER SERVICE
LINES, AND METER BOXES PRIOR TO CONSTRUCTION.
12.CDF BACKFILL SHALL BE PROVIDED AT THE EXISTING AC WATER MAIN CROSSINGS WITH THE NEW WATER
MAIN. THE EXISTING AC WATER MAIN SHALL BE BRIDGED AND PROTECTED AS DIRECTED BY THE DISTRICT
DURING THE WATER MAIN CROSSINGS TO PREVENT THE AC WATER MAIN FROM BEING DAMAGED OR
BREAKING.
13.THE CONTRACTOR SHALL VERIFY THE ELEVATION OF THE EXISTING UTILITIES AT ALL CROSSINGS A
MINIMUM OF 3 PIPE LENGTHS EACH DIRECTION PRIOR TO CROSSING LOCATION TO ESTABLISH NECESSARY
VERTICAL AND HORIZONTAL ALIGNMENT ADJUSTMENTS NECESSARY TO MEET THE REQUIRED CLEARANCE
UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL USE A MINIMUM NUMBER OF
FITTINGS TO CHANGE ALIGNMENT. NEW WATER MAIN SHALL CROSS UNDER EXISTING UTILITIES UNLESS
OTHERWISE NOTED ON THE DRAWINGS. NEW WATER MAIN SHALL CROSS ABOVE THE EXISTING SANITARY
SEWER MAIN & SIDE SEWER STUBS.
14.WHERE THE WATER MAIN IS LOCATED IN THE ROADWAY, AND ASPHALT RESTORATION IS SHOWN AS AC
PATCH ON TESC AND PAVING PLAN, THE CONTRACTOR SHALL KEEP ALL ROADWAY DISTURBANCE OUTSIDE
THE TRAVELED LANE (12' FROM CENTERLINE OF EXISTING ASPHALT OR OUTSIDE THE FOG LINE). ANY
ROADWAY DAMAGE INSIDE THE TRAVELED LANE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
REPAIR TO THE CITY OF RENTON'S ROAD STANDARDS.
15.THE LOCATIONS OF BURIED GAS, STORM MAIN, POWER, TELEPHONE AND TV CABLE SHOWN ON THESE
PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE CONSTRUCTION RECORD DRAWING
AND SURVEYED INFORMATION. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH UTILITY PURVEYORS
AND VERIFY THE LOCATION OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION.
16.THE CONTRACTOR SHALL PROTECT THE EXISTING AC WATER MAIN DURING THE NEW WATER MAIN
INSTALLATION. ANY BREAKS OF THE EXISTING AC WATER MAIN DURING THE NEW WATER MAIN
INSTALLATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR.
17.IF THE EXISTING CITY OF RENTON STORM SYSTEM IS DAMAGED IN THE INSTALLATION OF THE WATER
MAINS, THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING THE DAMAGED STORM SYSTEM TO THE
CITY'S STANDARDS.
18.CONTRACTOR RESPONSIBLE TO COORDINATE WITH SCWSD & CITY OF RENTON FOR PROTECTION AND
RESTORATION OF EXISTING STORM SEWERS, SANITARY SEWER MAINS, MANHOLES AND S.S. STUBS
DURING CONSTRUCTION.
19.THE CONTRACTOR SHALL RESTORE OR REPLACE ALL EXISTING FENCES REMOVED/DAMAGED AS PART OF
THE WATER MAIN INSTALLATION TO PRE-EXISTING OR BETTER CONDITION, AND IN THE SAME LOCATION.
20.THE CONTRACTOR SHALL RESTORE OR REPLACE ALL EXISTING LANDSCAPING DISTURBED AS PART OF
WATER MAIN INSTALLATION TO PRE-EXISTING OR BETTER CONDITION.
21.ALL WORK AND MATERIAL WITHIN RIGHT- OF-WAY IS SUBJECT TO CITY OF RENTON RIGHT-OF-WAY
CONSTRUCTION PERMIT.
22.CONTRACTOR SHALL COORDINATE WITH UNITED STATES POSTAL SERVICE TO ENSURE MAIL DELIVERY
CONTINUES DURING CONSTRUCTION.
23.CONTRACTOR SHALL MARK LOCATION OF ALL BENDS, TEES, SERVICES AND FIRE HYDRANTS IN THE FIELD A
MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE. ITEMS NOT LABELED WITH STATION AND OFFSET SHALL
BE LOCATED AS REQUIRED IN THE FIELD.
24.FINAL FIRE HYDRANT LOCATION SUBJECT TO CITY OF RENTON FIRE MARSHAL PERMIT.
25.ANY EDGE OF TRENCH THAT PARALLELS CURBING SHALL NOT BE WITHIN 2' OF FRONT EDGE OR BACK OF
CURB.
26.DRIVEWAY APPROACHES THAT ARE DISTURBED SHALL BE REPLACED TO CURRENT ADA STANDARDS.
27.SIDEWALK RESTORATION SHALL BE REPLACE IN KIND, EXCEPT FOR PEDESTRIAN CROSSING WHICH SHALL
BE RESTORED TO CURRENT ADA STANDARDS.
28.IF EXISTING ASPHALT IS GREATER THAN 4" IN ROADBED MATCH EXISTING UNLESS OTHERWISE DIRECTED
BY CITY OF RENTON INSPECTOR.
29.MAINTAIN MINIMUM STANDARD CITY OF RENTON SEPARATION BETWEEN UTILITIES:
HORIZONTAL 5', VERTICAL 12". INSTALL ETHAFOAM CUSHION IF THE VERTICAL SEPARATION BETWEEN CITY
UTILITY PIPES AND WATER MAIN AT CROSSINGS IS LESS THAN 12 INCHES.
30.NO STAGING OF EQUIPMENT OR STOCKPILING IN PUBLIC RIGHT-OF-WAY WITHOUT WRITTEN PERMISSION
FROM THE CITY OF RENTON.
31.ALL VALVES AND MANHOLES SHALL COMPLY WITH CITY OF RENTON STD. PLAN 400.4 UTILITY COVER
ADJUSTMENT FOR PAVEMENT OR OVERLAY, AND STD. PLAN 330.1 VALVE BOX, MARKER, & OPERATING NUT
EXTENSION.
THE WATER MAIN SHALL BE "CUBED" (I.E. PIGGED) PRIOR TO ACCEPTANCE ACCORDING TO
THE DISTRICT'S REQUIREMENTS.
THIS WATER MAIN PLAN IS SUBJECT TO THE CONSTRUCTION PERMITS ISSUED BY CITY OF
RENTON FOR THIS PROJECT. A FINAL INSPECTION IS REQUIRED FOR APPROVAL OF THESE
PERMITS. CALL (425) 430-7203 FORTY EIGHT HOURS (48) IN ADVANCE TO SCHEDULE AN
ON-SITE INSPECTION.
FOR SINGLE SERVICE CONNECTION, CONNECT PLASTIC SERVICE PIPE DIRECTLY TO ANGLE
STOP WITH COMPRESSION PACK JOINT.
HDPE METER BOXES WILL BE FURNISHED AND INSTALLED BY CONTRACTOR.
ALL SERVICE LINES SHALL BE ONE-INCH MINIMUM, AND SHALL BE CONTINUOUS AND
UNSPLICED FROM CORP STOP TO METER AND SHALL HAVE SAND BEDDING (6" ALL AROUND).
BEFORE ORDERING MATERIALS FOR CONNECTION TO EXISTING WATER MAIN, CONTRACTOR
SHALL EXCAVATE WATER MAIN AND VERIFY O.D. FOR DETERMINATION OF TYPES OF
FITTINGS TO BE USED. COORDINATE WITH THE CONSTRUCTION REVIEW REPRESENTATIVE
FOR THE DISTRICT.
CONTRACTOR SHALL NOTIFY CHRIS SCHMIDT, P.E. - STANTEC AT (425) 289-7315 AND THE
DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISTRICT
OFFICE. AFTER THE PRE-CONSTRUCTION MEETING THE CONTRACTOR SHALL NOTIFY THE
CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT AT LEAST 48 HOURS
(REGULAR WORKING DAYS) BEFORE STARTING WORK.
INSTALL CARSON HDPE LID MARKED "WATER".
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS
CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT."
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND NO
GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTHS.
WATER GENERAL NOTES:
WATER MAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN THIRTY-SIX
INCHES MINIMUM COVER OVER TOP OF WATER MAIN. THERE SHALL BE NOT LESS THAN A
SIX-INCH ETHAFOAM CUSHION BETWEEN THE WATER MAIN AND THE STORM SEWER.
FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF RENTON FIRE AND EMERGENCY
SERVICES DEPARTMENT.
ALL WORK IN CITY OF RENTON RIGHT-OF-WAY SHALL CONFORM WITH THE REQUIREMENTS
OF THE CITY OF RENTON STANDARDS AND CITY OF RENTON RIGHT-OF-WAY
CONSTRUCTION PERMIT; SEE SPECIFICATIONS.
10.
13.
12.
11.
WATER SERVICES CONNECTION DETAILS:
8.
9.
B.
A.
7.
4.
6.
5.
3.
2.
1.
WHERE PLASTIC PIPE OR SERVICES ARE USED, INSTALL 16 GAUGE COPPER, PLASTIC-COATED
TRACER WIRE ALONG TOP OF PIPE. ATTACH WIRE TO VALVES AND HYDRANTS; FOR
SERVICES, ATTACH TRACER WIRE TO ANGLE STOP AND SADDLE.
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING PLANB-4
6 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
MATCHLINE SHT 7MATCHL
I
N
E
S
H
T
10
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING PLANB-4
7 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 6MATCHLINE SHT 8MATCHLINE SHT 11
SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING PLANB-4
8 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 7MATCHLINE SHT 9SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING PLANB-4
9 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 8M
A
T
C
H
L
I
N
E
S
H
T
12
MATCHLINE SHT 13
SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING PLANB-4
10 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLI
N
E
S
H
T
6
MATCHLINE SHT 11SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTB-4
11 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT10MATCHLINE SHT 7
MATCHLINE SHT12SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
SE 168TH ST
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING PLANB-4
12 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 11M
A
T
C
H
L
I
N
E
S
H
T
9
SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING PLANB-4
13 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 9
SHT 6
SHT 7 SHT 8 SHT 9
SHT
10
SHT 11
SHT 12
KEY MAP
PERMIT SUBMITTAL - 3/20/18
T.E.S.C. & PAVING LEGEND:
PROJECT BOUNDARY
2.0" DEPTH GRIND AND OVERLAY,
HMA CLASS B.
CB PROTECTION
CONCRETE CURB & GUTTER,
SIDEWALK OR DRIVEWAY REPAIR
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
SE 168TH ST
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING DETAILSB-4
14 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES:
1.APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF
ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.)
2.CONTRACTOR REQUIRED TO SUBMIT TESC AND DEWATERING PLAN TO OWNER AND ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
3.CONTRACTOR AND AN ON-SITE REPRESENTATIVE OF OWNER WILL REVIEW THE INSTALLATION, MAINTENANCE AND PERFORMANCE OF THE TESC MEASURES SHOWN ON THE APPROVED PLANS. THE
TESC OBSERVER OR PERMITTING AGENCY MAY RECOMMEND ADDITIONAL MEASURES OR CHANGES TO THE TESC PLAN THAT ARE WARRANTED DURING CONSTRUCTION. THE CONTRACTOR AND
OBSERVER SHALL EXAMINE ALL TESC MEASURES PERIODICALLY DURING THE CONSTRUCTION PERIOD, AND AFTER STORMS HAVING 0.5 INCHES OR MORE OF RAINFALL IN A 24-HOUR PERIOD. THE
OBSERVER AND THE PERMITTING AGENCY HAVE THE AUTHORITY TO REQUIRE CORRECTIVE ACTION IN ORDER TO ACHIEVE EROSION CONTROL OBJECTIVES.
4.THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR
UNTIL ALL CONSTRUCTION IS APPROVED. TESC MEASURES SHALL REMAIN FUNCTIONING AND IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND THE PERMITTING AGENCY, OWNER OR ENGINEER
HAS APPROVED THE REMOVAL OF THE TESC MEASURES.
5.AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, ADDITIONAL TESC MEASURES MAY BECOME NECESSARY TO PROTECT ADJACENT PROPERTIES AND TO ENSURE
WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADDRESS DEFICIENT TESC CONDITIONS, AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE
MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS AS NEEDED.
6.THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN
WATER DOES NOT ENTER THE DRAINAGE SYSTEM, INTRUDE ON ADJACENT PROPERTY, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
7.THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE
UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR STORM EVENTS.
8.THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
9.ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE STABILIZED WITHIN FIFTEEN (15) DAYS.
10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11.CONTRACTOR SHALL SWEEP THE STREET AT LEAST DAILY OR MORE OFTEN AS NECESSARY TO REMOVE DEBRIS THAT MAY BECOME A SAFETY OR TRAFFIC HAZARD. WATER MAY BE USED TO CUT
DOWN ON DUST DURING SWEEPING OPERATIONS.
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING DETAILSB-4
15 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTTESC AND PAVING DETAILSB-4
16 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
#Ä0000000
ROAD AGENCY: CITY OF RENTON (SEE SHEET 5 FOR CONSTRUCTION NOTES)
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
17 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINESHT 18MATCHL
I
N
E
S
H
T
21
SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
PERMIT SUBMITTAL - 3/20/18
*
1
2
3
4
5
6
7
8
9
10
11
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 6 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
18 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 17MATCHLINE SHT 19MATCHLINE SHT 22
SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
PERMIT SUBMITTAL - 3/20/18
SE 164TH ST
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 7 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
25
1
12
13
14
15
16
17
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
19 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 18MATCHLINE SHT 20SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
PERMIT SUBMITTAL - 3/20/18
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 8 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
18
19
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
20 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 19M
A
T
C
H
L
I
N
E
S
H
T
23
MATCHLINE SHT
24
SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
PERMIT SUBMITTAL - 3/20/18
SE 166TH ST
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 9 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
25
3
20
21
22
23
24
25
26
27
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
#Ä0000000
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
21 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLI
N
E
S
H
T
17
MATCHLINE SHT 22SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
PERMIT SUBMITTAL - 3/20/18
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 10 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
*
28
29
30
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
22 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 21MATCHLINE SHT 18
MATCHLINE SHT 23SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
PERMIT SUBMITTAL - 3/20/18
SE 168TH ST
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 11 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
25
5
31
32
33
34
35
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
23 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----MATCHLINE SHT 22M
A
T
C
H
L
I
N
E
S
H
T
20
PERMIT SUBMITTAL - 3/20/18
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 12 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
#Ä0000000
36
37
38
39
40
41
42
43
44
45
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN PLANB-4
24 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----EXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 50 100
SCALE IN FEET
MATCHLINE SHT 20
SHT 17
SHT 18 SHT 19 SHT 20
SHT 21 SHT 22
SHT 23
KEY MAP
PERMIT SUBMITTAL - 3/20/18
SE 168TH ST
ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NOTE:
SEE SHEET 13 FOR TESC
AND PAVING PLAN
PLAN NOTES
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W-5 OR W-7 ON SHEET 26.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE EX. FH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO F.H.
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED.
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
MAINTAIN 5' MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
25
6
46
47
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.
NOTE: LOCATIONS OF SIDE
SEWERS NOT SHOWN
#Ä0000000
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY)CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTWATER MAIN CONNECTION DETAILSB-4
25 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
1
25
CONNECTION DETAIL
SE 164TH ST & 120TH AVE SE
SEE SHEET 18 FOR LOCATION
4
25
CONNECTION DETAIL
117TH AVE SE & SE 168TH ST
SEE SHEET 21 FOR LOCATION
SE 164TH ST
120TH AVE SESE 168TH ST117TH AVE SESE 164TH ST SE 164TH PL125TH AVE SE2
25
CONNECTION DETAIL
SE 164TH ST & 125TH AVE SE
SEE SHEET 20 FOR LOCATION
3
25
CONNECTION DETAIL
SE 166TH ST & 125TH AVE SE
SEE SHEET 20 FOR LOCATION
SE 166TH ST
125TH AVE SE5
25
CONNECTION DETAIL
121ST AVE SE & SE 168TH ST
SEE SHEET 22 FOR LOCATION
6
25
CONNECTION DETAIL
125TH AVE SE & SE 168TH ST
SEE SHEET 24 FOR LOCATION
SE 168TH ST SE 168TH ST121ST AVE SE125TH AVE SEEXACT SIZE, TYPE, LOCATION OR DEPTH.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
1-800-424-5555 or 811
0 20 40
SCALE IN FEET
#Ä0000000
CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTSTANDARD DETAILSB-4
26 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE
TEE OFFSET PLUGGED CROSS
VERTICAL BEND ALTERNATE
VERTICAL BEND
PLUGGED CROSS
PLUGGED END FOR
FUTURE EXPANSION
CONCRETE BLOCKING DETAIL
ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK
ROADWAY WITH DITCHES
FOR RESIDENTIAL SUBDIVISIONS
TYPICAL ROADWAY SECTIONS
@ SANITARY SEWER CROSSING
A/C WATER MAIN REPLACEMENT
VALVE AND BLOW-OFF ASSEMBLY MARKER POST
VALVE BOX PROTECTIVE PAD
PAD AND MARKER POST
VALVE BOX PROTECTION VALVE OPERATING NUT EXTENSION
PLAN
ELEVATION
1" WATER SERVICE CONNECTION
IN CUT OR FILL
FIRE HYDRANT LOCATION
FIRE HYDRANT ASSEMBLY
ASSEMBLY-VERTICAL CURB
FIRE HYDRANT
ELEVATION
PLAN
4" MAINS-IN PAVING
4" BLOWOFF ASSEMBLY FOR
CONTRACT NO. 03-2017WCASCADE HILLS PHASE 3AC PIPE REPLACEMENTSTANDARD DETAILSB-4
27 27
SW 28-23-5
--------CTMCTMJEG/CPS2002002131----PERMIT SUBMITTAL - 3/20/18
SINGLE SERVICE
PLAN VIEW
SERVICE TRANSFER TO EXISTING METER
INSTALLATION DETAIL FOR NEW
CARSON HDPE LID #11184135 MARKED "WATER"
W
17
HDPE METER BOX NO. BC111812BXL
FOR 5/8"x 3/4" METER
MID-STATES PLASTIC HDPE METER BOX NO. BC111812BXL
METER INSTALLATION
BCF132412B FOR 1" METER
HDPE METER BOX NO.
CARSON HDPE LID #13244252 MARKED "WATER"
MID-STATES PLASTIC HDPE METER BOX NO. BCF132412B
ELEVATION
PLAN
1 1/2" AND LARGER
WATER SERVICE CONNECTION SETTERS (ALTERNATE NO. 1)
1 1/2" & 2" IRRIGATION METER
ELEVATION END VIEW
SINGLE SERVICE
TYPICAL SERVICE DETAIL