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EBID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
COVER SHEET
Sheet Index
Sheet Number Sheet Number Sheet Title
1 C100 COVER SHEET
2 C101 STANDARD PLAN NOTES & CONSTRUCTION
SEQUENCE
3 C200 TESC & DEMO PLAN
4 C201 GENERAL NOTES, CONSTRUCTION SEQUENCE
NOTES, TESC & DEMO DETAILS
5 C300 PAVING & RESTORATION PLAN
6 C301 PAVING & RESTORATION DETAILS
7 C400 STORM DRAINAGE PLAN
8 C401 STORM DRAINAGE PROFILE & DETAILS
9 C402 STORM DRAINAGE DETAILS
10 C403 STORM DRAINAGE DETAILS
11 C500 WATER SYSTEM PLAN
12 C501 WATER SYSTEM DETAILS
13 C502 WATER SYSTEM DETAILS
14 SHT#1 TOPOGRAPHIC MAPPING
GENERAL NOTE
BASIS OF BEARING
VERTICAL DATUM
ALL RESIDENTIAL PROPERTY LINES SHOWN ARE
APPROXIMATE BASED UPON CITY OF RENTON GIS MAPS
WASHINGTON STATE PLANE COORDINATE SYSTEM
NORTH ZONE (4601), NAD83(91), US SURVEY FOOT (GRID)
N 65° 39' 57" E [SET MAG ( 1-ALLIANCE #102) TO SET MAG (1-ALLIANCE #100]]
MEASUREMENT ARE US SURVEY FEET.
NAVD88
NSITE MAP
LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
VICINITY MAP N
PROJECT
LOCATION
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
SW:
W:
MAINT:JARE D MCDON
A
L
DPRO
FESSIONAL ENG I N E ERREGISTEREDSTATE OF WASHIN
GTON05/09/19Richard W Marshall 05/09/2019
05/09/2019
WATER UTILITY
agafour 05/16/2019 MICHAEL J A MES MIT
C
HELLPR
O
F
ESSIONAL ENG I N E ERREGISTERE DSTATE OF WASHIN
GT
ONEXP. 11/21/2019AS-BUILTAS-BUILT1 BS 06/28 JM
D-401701
BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
STANDARD PLAN NOTES &
CONSTRUCTION SEQUENCE
GENERAL PROJECT NOTES
1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS
AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", 2018 AND
AS AMENDED BY THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS AND THE CONTRACTSPECIAL PROVISIONS.
2.ALL WORK SHALL BE SUBJECT TO THE INSPECTION OF THE CITY ENGINEER OR DESIGNATED
REPRESENTATIVE.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS.CONTRACTOR SHALL SUBMIT PLANS TO THE ENGINEER FOR APPROVAL PRIOR TO
IMPLEMENTATION. EXCEPT FOR AS SPECIFICALLY NOTED, CONTRACTOR SHALL MAINTAIN A
MINIMUM OF ONE LANE OPEN IN EACH DIRECTION AT ALL TIMES ON ALL ROADS WITHIN THE
PROJECT AREA.
4.SITE CONSTRUCTION LIMITS (PRESERVATION LINES) COINCIDE WITH CITY RIGHT-OF-WAY
UNLESS SHOWN OTHERWISE.
5.NO STAGING AREA IS PROVIDED TO THE CONTRACTOR. ALL STAGING AREAS SHALL BE ON A
CONTRACTOR SECURED AREA. ALL TESC REQUIREMENTS APPLY TO THE CONTRACTOR'S
OBTAINED STAGING AREA.
CONSTRUCTION SEQUENCE NOTES
1.CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, TESC PLAN, STAGING PLAN, UTILITY
PROTECTION PLAN AND MATERIALS SUBMITTALS.
2.WATER SERVICES TO LOCAL RESIDENTS MUST REMAIN OPERATIONAL DURING CONSTRUCTION.
TRANSFER OF SERVICES SHALL BE IMPLEMENTED PER NOTES ON SHEET C500-C503.
CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCE PLAN PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL ATTEND A PRE CONSTRUCTION CONFERENCE.
4.CONTRACOTR SHALL IMPLEMENT DEWATERING SYSTEM IF NEEDED.
1 NOT TO SCALE
EROSION AND SEDIMENT
CONTROL STANDARD PLAN NOTES 2 NOT TO SCALE
SURFACE WATER STANDARD PLAN NOTES
WATER UTILITY GENERAL NOTES
1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC
WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS, THE CITY OF RENTON DEVELOPER EXTENSION
AGREEMENT, AND WSDOT STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON.
2.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED
FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILYCOMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL
UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON
WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
3.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE
CONTRACTOR SHALL CALL 1-800-424-5555 OR 811 TO VERIFY UTILITY LOCATIONS A MINIMUM OF 72 HOURS BEFORE
BEGINNING EXCAVATION.
4.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED,
AND “CATALOG CUTS” FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO
BRINGING ANY MATERIALS ON-SITE.
5.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT-LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151AND C104 STANDARDS. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE
FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82 STANDARDS. ALL DUCTILE IRON PIPE AND FITTINGS
SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
6.ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1% AVAILABLE CHLORINE
SOLUTION PRIOR TO INSTALLATION.
7.IN CUT AND FILL AREAS, THE WATER MAIN SHALL BE INSTALLED ONLY AFTER THE TRENCH AND ROADWAY SUBGRADE
MATERIALS HAVE BEEN GRADED AND COMPACTED.
8.BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE CATCH BASIN INSERTS FOR ALL CATCH
BASINS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE. THE CONTRACTOR SHALL PERIODICALLY INSPECT THECONDITION OF ALL INSERTS AND REPLACE AS NECESSARY.
9.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES (36") FOR PIPE DIAMETER OF 10
INCHES (10") OR LESS AND 48 INCHES (48") FOR PIPE DIAMETER OF 12 INCHES (12") AND LARGER. MAXIMUM COVER FOR
ALL WATER MAINS SHALL BE 72 INCHES (72"). ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO
CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED ASNECESSARY TO CLEAR CONFLICTS AND TO PROVIDE 12-INCH (12") MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES
AND MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR
SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY
PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
10.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED, AND POURED INTO PLACE IN ACCORDANCE
WITH THE CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND
HORIZONTAL BENDS, FITTINGS, AND BASE OF HYDRANTS. MEGALUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON
ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING.
11.ALL SERVICES SHALL BE 1-INCH BY 1-INCH (1" X 1") PER STANDARD DETAILS UNLESS OTHERWISE SPECIFIED. ADAPTERS
FOR 3/4-INCH BY 5/8-INCH (3/4" X 5/8") METERS SHALL BE USED WHERE APPLICABLE.
12.UNIFORM PLUMBING CODE REQUIRES THE INSTALLATION OF PRIVATELY OWNED AND OPERATED PRESSURE REDUCING
VALVES WHERE THE OPERATING PRESSURE EXCEEDS 80 PSI.
13.WHERE NEW UTILITY LINE CROSSES BELOW AN EXISTING ASBESTOS CONCRETE (AC) MAIN, THE AC PIPE SHALL BE
REPLACED WITH DUCTILE IRON (DI) PIPE TO 3 FEET (3') PAST EACH SIDE OF THE TRENCH AS SHOWN ON CITY OF RENTON
STANDARD PLAN 330.8. WRAP DI PIPE AND COUPLINGS WITH 8-MIL POLYETHYLENE CONFORMING TO AWWA C105.ALTERNATIVELY, WHERE DIRECTED BY THE ENGINEER, THE TRENCH SHALL BE BACKFILLED WITH CONTROLLED DENSITY
FILL (CDF, FLOWABLE FILL) FROM BOTTOM OF TRENCH TO THE INVERT OF THE AC MAIN.
14.WHEN WORKING WITH ASBESTOS CEMENT PIPE, THE CONTRACTOR IS REQUIRED TO MAINTAIN WORKERS' EXPOSURE
TO ASBESTOS MATERIAL AT OR BELOW THE LIMIT PRESCRIBED IN WAC 296-62-07705.
15.AVOID CROSSING WATER MAINS AT HIGHLY ACUTE ANGLES. THE SMALLEST ANGLE MEASURE BETWEEN UTILITIES
SHOULD BE 45 TO 90 DEGREES.
16.WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE
CENTERED FOR MAXIMUM JOINT SEPARATION.
17.AT POINTS WHERE EXISTING THRUST BLOCKING IS FOUND, MINIMUM CLEARANCE BETWEEN THE CONCRETE BLOCKING
AND OTHER BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET (5').
18.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING
FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE
OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY,
INSTALL, AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR
TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW
WET-TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGED, DISINFECTED, FLUSHED, AND
PASSED BOTH PRESSURE AND PURITY TESTING.
19.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE
WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSIPRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE
LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY A CITY
OF RENTON UTILITY INSPECTOR.
20.AFTER DISINFECTING THE WATER MAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST
OPERATING SANITARY SEWER.
21.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS A MINIMUM
OF 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. WATER MAIN SHUTOFFS
SHALL NOT BE SCHEDULED TO OCCUR ON FRIDAYS, CITY HOLIDAYS, NOR ON THE FIVE DAYS OR ONE DAY AFTER A CITY
HOLIDAY, UNLESS APPROVED BY THE CITY OF RENTON WATER UTILITY. THE CONTRACTOR SHALL EXPOSE THE
EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND
FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE
MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE
CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE
CLOCKING, AND COMPLETE SURFACE RESTORATION. SEE SECTION 3-08 CONNECTIONS TO EXISTING SYSTEM OF THE
CITY OF RENTON GENERAL DESIGN AND CONSTRUCTION STANDARDS FOR WATER MAIN EXTENSIONS.
22.ABANDONMENT OF EXISTING WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
A.REMOVE EXISTING SERVICE SADDLE FROM WATER MAIN AND REPLACE WITH NEW STAINLESS STEEL REPAIR
BAND, ROMAC SS2, FORD SERVICE SADDLE FC101, CC THREADED SADDLE AND A CC THREAD BRASS PLUG, OR
APPROVED EQUAL (WILL NOT BE REQUIRED WHEN WATER MAIN IS TO BE ABANDONED).
B.REMOVE AND DISPOSE OF EXISTING SETTER AND METER BOX.
C.CAP OR CRIMP (IF COPPER) EXISTING SERVICE LINE TO BE ABANDONED IN PLACE, EACH END.
D.RETURN EXISTING METER TO CITY OF RENTON UTILITY INSPECTOR.
23.THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS
DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR CITY APPROVAL.
24.TRENCH BACKFILL AND SURFACE RESTORATION OF EXISTING ASPHALT PAVEMENT SHALL BE AS REQUIRED BY THE
RIGHT-OF-WAY USE PERMIT.
25.THE CONTRACTOR SHALL RESTORE THE RIGHT-OF-WAY AND EXISTING PUBLIC UTILITY EASEMENT(S) AFTER
CONSTRUCTION TO A CONDITION EQUAL OR BETTER THAN CONDITION PRIOR TO ENTRY. THE CONTRACTOR SHALL
FURNISH A SIGNED RELEASE FROM ALL AFFECTED PROPERTY OWNERS AFTER RESTORATION HAS BEEN COMPLETED.
26.WHEN WORK IS TO OCCUR IN EASEMENTS, THE CONTRACTOR SHALL NOTIFY THE EASEMENT GRANTOR AND THE CITYOF RENTON WATER UTILITY IN WRITING A MINIMUM OF 48 HOURS IN ADVANCE OF BEGINNING WORK (NOT INCLUDING
WEEKENDS OR HOLIDAYS). FAILURE TO NOTIFY GRANTOR AND THE CITY OF RENTON WATER UTILITY WILL RESULT IN A
STOP WORK ORDER BEING POSTED UNTIL THE MATTER IS RESOLVED TO THE SATISFACTION OF THE CITY OF RENTON
WATER UTILITY. A WRITTEN RELEASE FROM THE EASEMENT GRANTOR SHALL BE FURNISHED TO THE CITY OF RENTON
UTILITY INSPECTOR PRIOR TO PERMIT SIGN-OFF.
27.WORKERS MUST FOLLOW CONFINED SPACE REGULATIONS AND PROCEDURES WHEN ENTERING OR DOING WORK IN
CITY OF RENTON OWNED CONFINED SPACES.
28.MANHOLES, CATCH BASINS AND VAULTS ARE CONSIDERED TO BE PERMIT-REQUIRED CONFINED SPACES. ENTRY INTO
THESE SPACES SHALL BE IN ACCORDANCE WITH CHAPTER 296-809 WAC.JARED MCDON
A
LDPROFESSIONAL ENG IN EE RREGISTEREDSTATE OF WASHIN
GTON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM
D-401702
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8645500180
8645500190
8645500200
8645500210
8645500220
8645500230
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8645500250
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8645500130
8645500140
8645500150
8645500160
RIGHT OF WAY
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2BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
N
Feet1:240
4020010
TESC & DEMOLTION LEGEND
CLEARING LIMITS
INLET SEDIMENT PROTECTION
SAWCUT: APPROX. 2" TO 3" DEPTH
REMOVE SIDEWALK/DRIVEWAY
REMOVE ASPHALT
REMOVE CURB AND GUTTER
KEY NOTES
PRESERVE AND PROTECT EXISTING ASPHALT.
PROVIDE NEAT SAWCUT.
PRESERVE AND PROTECT EXISTING SIDEWALK AND/OR DRIVEWAY.
PRESERVE AND PROTECT EXISTING UTILITY.
PLUG PIPE(S) PER 2018 WSDOT STANDARD SPEC 7-08.3(4)
PRESERVE AND PROTECT EXISTING TREE.
KEYNOTE NOT APPLIED
PRESERVE AND PROTECT EXISTING CURB AND GUTTER.
ABANDON IN PLACE EXISTING WATER MAIN AND EXISTING WATER
LATERALS UPON TRANSFER OF DOMESTIC SERVICES.
SAWCUT TO BE DONE AT EXISTING JOINT.
EXISTING NEWSPAPER STAND SHALL BE PERMANENTLY RELOCATED
ACROSS THE STREET. SEE SHEET C300 FOR MORE INFORMATION.
EXISTING MAILBOX STAND SHALL BE TEMPORARILY RELOCATED
ACROSS THE STREET DURING CONSTRUCTION AND THEN RETURNED
ONCE THE PROPOSED SIDEWALKS HAVE BEEN CONSTRUCTED. SEE
SHEET C300 FOR MORE INFORMATION.
EXISTING 2" BLOW-OFF ASSEMBLY TO BE ABANDONED, LID AND TOP
SECTION OF VALVE BOX TO BE REMOVED. ENCASE ASSEMBLY WITH
CDF. EXISTING SECTION OF CONCRETE SIDEWALK TO BE REMOVED
AND REPLACED.
EXISTING 4" GATE VALVE ON STEEL WATER MAIN, TO BE ABANDONED,
LID AND TOP SECTION OF VALVE BOX TO BE REMOVED, UPON
COMPLETION OF NEW WATER MAIN; SEE SHEET C500. ENCASE GATE
VALVE WITH CDF. EXISTING SECTION OF ROADWAY TO BE REMOVED
AND REPLACED.
1
2
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4
5
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7
8
9
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12
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14
TESC & DEMOLITION NOTES
1.ALL EXISTING IMPROVEMENTS WITHIN CLEARING LIMITS SHALL BE DEMOLISHED AND REMOVED
FROM THE SITE UNLESS OTHERWISE IDENTIFIED.
2.THE WORK UNDER THE CONTRACT INCLUDES ALL CLEARING NECESSARY TO COMPLETE ALL
WORK ASSOCIATED WITH THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY
REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT
WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL
SUCH COSTS IN THE SCOPE OF THE WORK.
3.CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED AND REMOVED MATERIALS FROM
THE SITE UNLESS OTHERWISE NOTED.
4.ALL EXISTING WATER METER BOXES TO BE REMOVED UPON TRANSFER OF DOMESTIC SERVICES.
5.THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN OUTLINED HEREIN IS
CONCEPTUAL. THE CONTRACTOR IS REQUIRED TO SUBMIT A FINAL TEMPORARY WATER
POLLUTION AND EROSION CONTROL PLAN IN ACCORDANCE WITH SPECIAL PROVISIONS SECTION
1-07.15.
6.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION , MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
7.THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES
SHALL BE BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO
ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF
DITCHES AND SILT FENCES, ETC.).
8.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND
MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT
OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND
OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30).
9.PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF
STREETS WITH WATER WILL NOT BE ALLOWED.
10.IN ACCORDANCE WITH DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT
CONCRETE MASONRY, OR ASPHALT CONCRETE CUTTING, OR POURING OPERATIONS SHALL NOT
BE DISCHARGED INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES
CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANNING OR PULVERIZING
OPERATIONS SHALL BE VACUUM-CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE
STORM DRAINAGE SYSTEM OR SURFACE WATERS.
11. ALL DEWATERING WATER AND RUNOFF WITHIN CONSTRUCTION AREAS SHALL BE TREATED VIA
SEDIMENTATION, FILTRATION THROUGH VEGETATION IN APPROVED AREAS, OR PORTABLE
FILTRATION SYSTEMS (UTILIZING TANKS AND FILTERS), AS NEEED, PRIOR TO DISCHARGE TO
DOWNSTREAM SYSTEM IN ORDER TO MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL WATER
QUALITY REGULATIONS. CONTRACTOR MAY ALSO DISCHARGE TO THE SANITARY SEWER SYSTEM
AFTER OBTAINING APPLICABLE PERMITS AND MEETING PRETREATMENT REQUIREMENTS.
1
C201
TESC & DEMO PLAN
GENERAL NOTES
1.SEE DRAWING C300 FOR PAVING AND RESTORATION
IMPROVEMENTS. SEE DRAWING C400 FOR STORM
IMPROVEMENTS. SEE DRAWING C500 FOR WATER
IMPROVEMENTS.
2.SEE DRAWING C101 FOR ADDITIONAL TESC NOTES 1
C101
JARE D MCDON
A
LDPROF
ESSIONAL ENG I N E ERREGISTER EDSTATE OF WASHIN
G
TON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM
D-401703
BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
1 NOT TO SCALE
CATCH BASIN INSERT
GENERAL NOTES, CONSTRUCTION SEQUENCE
NOTES, TESC & DEMO DETAILSJARED MCDON
A
L
DPRO
FESSIONAL ENG I N E ERREGISTEREDSTATE OF WASHIN
GTON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM
D-401704
8645500170
8645500180
8645500190
8645500200
8645500210
8645500220
8645500230
8645500240
8645500250
8645600040
8645600030
8645500130
8645500140
8645500150
8645500160
RIGHT OF WAY
(TYPICAL)
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-0+3
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.79
EP: 4
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CB#8
CB#7
CB#5
CB#6
CB#3
CB#2
S61°
1
0'
1
4.
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0
"
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8
5
0'N3
2
°
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'
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00
'
S61° 10' 14.00"W 30.793'N32
°
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'
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8
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"W
45
.
000
'
L=106.00'
R=70.00'Δ=86°45'44"
N 173433.27
E 1306703.80
CGCG3
C301
CG
CG
CG3
C301
3
C301
3
C301
M
MMMMMMM
MMMMMMATCH EXISTING
CROWN (TYPICAL)
CB#9
CB#10
EX. CB#1
EX. MH#1
CG
CG3
C301
CB#4
CO#1
CO#2
CO#3
CO#4
CO#5
EX. CB#2
18.00'
RELOCATED NEWSPAPER
STAND. FOUNDATION AND
STAND TO BE INSTALLED IN-KIND
TO EXISTING CONDITION.
PROVIDE SMOOTH TRANSITION FROM
BACK OF SIDEWALK TO EXISTING
GROUND. MAXIMUM SLOPE ALLOWED
IN VEGETATED AREA IS 33%
RELOCATED MAILBOX STAND TO BE
INSTALLED IN-KIND. SIDEWALK SHALL BE
WIDENED AROUND MAILBOX TO PROVIDE A 4'
MIN. CLEAR ZONE TO MEET ADA STANDARDS.4.89'
EX. CB#3
RIGHT OF WAY
CB#1BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
PAVING & RESTORATION PLAN
N
Feet
1" = 20'
4020010
PAVING & RESTORATION LEGEND
RESTORED CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
RESTORED CEMENT CONCRETE
SIDEWALK
RESTORED UTILITY PATCH FOR
FLEXIBLE PAVEMENT
RESTORED CONCRETE DRIVEWAY
PAVING & RESTORATION NOTES
1.ALL PROPOSED WORK IS TO MATCH EXISTING GRADES UNLESS
OTHERWISE NOTED.
2.LANDSCAPED AREAS IMPACTED BY CONSTRUCTION WORK SHALL
BE FULLY RESTORED TO EXISTING CONDITION.
3.CENTERLINE ALIGNMENT LAYOUT SHOWN ON SHEET C300 TO BE
USED FOR LOCATING PROPOSED UTILITES ON SHEETS C400 - C502
4.UNLESS NOTED OTHERWISE, RESTORE AND ADJUST ALL UTILITY
CASTINGS TO FINAL GRADE. RESTORE PAVEMENT MARKINGS
WITHIN AREAS DISTURBED BY CONSTRUCTION.
5.ALL EXISTING PAVEMENT MARKINGS THAT ARE DISTURBED ARE TO
BE REPLACED IN KIND PER THE CONTRACT DOCUMENTS.
6.SEE DRAWING C400 FOR STORM IMPROVEMENTS. SEE DRAWING
C500 FOR WATER IMPROVEMENTS.
CG 1
C301
2
C301
4
C301
5
C301
6
C301
JARE D MCDON
A
L
DPRO
FESSIONAL ENG I N E ERREGISTEREDSTATE OF WASHIN
GTON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM
D-401705
BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
PAVING & RESTORATION DETAILS
1 NOT TO SCALE
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER 2 NOT TO SCALE
CEMENT CONCRETE SIDEWALK
3 NOT TO SCALE
CEMENT CONCRETE CURB
INSTALLATION AT CATCH BASINS
4 NOT TO SCALE
CURB AND GUTTER
REPLACEMENT DETAIL 5 NOT TO SCALE
UTILITY PATCH FOR FLEXIBLE
PAVEMENT
6 NOT TO SCALE
RESTORED CONCRETE DRIVEWAY
OMIT JOINT
OMIT JOINT
OMIT JOINT OMIT JOINT
4"
4"
CEMENT CONCRETE
CLASS 4000
CRUSHED SURFACING
PER WSDOT 9-03.9(3)
COMPACTED SUBGRADE
JARE D MCDON
A
LDPROFESSIONAL ENG I N E ERREGISTERE DSTATE OF WASHIN
GTON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM
D-401706
L
A
K
E
YOU
NG
S
W
A
Y
S
E
LAKE
Y
O
U
N
G
S
C
T
S
E
M
MMMMMMM
MMMMM-0+31
0+00
1+00
2+00
3
+
0
04+004+558645500170
8645500180
8645500190
8645500200
8645500210
8645500220
8645500230
8645500240
8645500250
8645600040
8645600030
8645500130
8645500140
8645500150
8645500160
RIGHT OF WAY
(TYPICAL)
CB#8
CB#7
CB#5
CB#6,
BI-DIRECTIONAL VANED GRATE
CB#3
CB#2
EX. MH#1
STA:2+55.98,
15.60'LT
STA:3+08.39,
15.02'LT
STA:3+86.97,
11.63'LT
STA:3+85.72,
19.33'LT
STA:3+93.05,
25.75'RT
STA:4+33.68,
24.99'LT
CB#9,
SOLID LID
CB#10,
SOLID LID
EX. CB#1
RIM: 367.44
IE: 365.9 8" (E)
IE: 365.7 EX. 6" (W)
STA:4+38.10,
33.03'LT
STA:4+09.34,
43.00'LT
9 LF 8" C900 @ 1.00% MIN.
20 LF 8" C900 @ 1.00% MIN.
1
1
7
C402
CB#4,
SOLID LID
STA:3+23.07,
22.28'LT
10 LF 8" @ 1.00% MIN.
27 LF 8" @ 1.00% MIN.
24 LF 8" @ 1.00% MIN.
CO#1
STA:2+61.13,
23.52'LT
CO#2
STA:2+80.60,
23.44'LT
CO#3
STA:2+98.25,
22.51'LT
CO#4
STA:3+22.89,
13.41'LT
CO#5
STA:4+10.00,
22.19'LT
8 LF 8" @ 1.00% MIN.
1
1
2
2 BP:
-0+30
.79
EP: 4
+
5
4.
8
5
PI: 4
+
0
9.
8
5
PI
:
0+00
.00PC: 2+13
.85
PT: 3
+
1
9.
8
5
EX. CB#2
RIM: 367.58
IE: 366.1 8" (SW)
33.35 LF 8" C900
@ 3.60%
16.07 LF 8" C900
@ 8.71%
EX. CB#3
RIM: 367.36
IE: 365.9 8" (NE)
29.50 LF 8" C900
@ 4.75%
3
4
5
NEW 12" STORM
NEW 12" STORM
NEW 12"
STORM
NEW 12" C900 STORMNEW 12"
STORM
5
C401
5
C401
5
C401
2
C402
2
C402
2
C402
2
C402
NEW 12" STORM
CB#1
ROUND FRAME AND COVER
STA:0+72.81,
2.40'RT
1
C403
6
1
375
380
385
390
375
380
385
390
-0+50388.19387.910+00387.76387.77CB#8
RIM: 388.22
IE: 385.55 8" (SE)
IE: 383.68 8" (NE)
CB#7
RIM: 387.46
IE: 384.50 12" (NE)
IE: 384.83 8" (NW)
CB#5
RIM: 387.76
IE: 384.15 12" (SW)
IE: 384.15 12" (SE)
IE: 384.15 12" (NE)
CB#6
RIM: 387.53
IE: 384.53 12" (SW)
48 LF 8" @ 1.50%
8 LF 12" @ 4.51%
38 LF 12" C900
@ 1.00%
EX. 4" WATER EST. LOCATION
8" WATER
IE: 382.70
EX. 8" SEWER
IE: 379.86
CO#5
RIM: 388.06
IE CONNECTION:
385.20 8" (SW)
1" WATER
IE: 384.16
EX. WATER
EST. LOCATION
EX. 6" SEWER
IE: 382.00
2
C401
PROPOSED GRADE
(TO MATCH EXISTING)
PROPOSED GRADEEXISTING GRADE
EX. 4" WATER EST. LOCATION
1.00' MIN.BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
STORM DRAINAGE PLAN
N
Feet
1" = 20'
4020010
STORM DRAINAGE LEGEND
STORM DRAIN
CATCH BASIN TYPE I
48" CATCH BASIN TYPE II
STORM CLEANOUT
SUBSURFACE UNDERDRAIN
KEY NOTES
CONNECT EXISTING 3" STORM DRAIN(S) TO CATCH BASIN.
CONNECT EXISTING 3" STORM DRAIN(S) TO NEW STORM SYSTEM.
RELOCATED NEWSPAPER STAND, SEE SHEET C300 FOR MORE
INFORMATION.
RELOCATED MAILBOX STAND, SEE SHEET C300 FOR MORE
INFORMATION.
CONNECT NEW STORM DRAIN TO EXISTING MANHOLE.
PROVIDE 1.00' MIN VERTICAL SEPARATION BETWEEN WATER AND
STORM.
1
2
3
4
5
6
STORM DRAINAGE NOTES
1.SEE SHEET C101 FOR ADDITIONAL STORM NOTES.
2.ALL PIPES TO BE POLYPROPYLENE PIPE UNLESS OTHERWISE NOTED.
3.EXISTING OUT OF SERVICE WATER LATERALS IN CONFLICT WITH
PROPOSED STORM ARE TO BE CUT AND PLUGGED OR REMOVED PER
WSDOT STANDARD SPECIFICATION 7-08.3(4). SEE PROFILE FOR
POTENTIAL LOCATIONS OF CONFLICT.
4.SEE SHEETS C500-C502 FOR WATER IMPROVEMENTS.
5.ALL EXISTING UTILITIES INTERSECTING WITH PROPOSED
IMPROVEMENT SHALL BE VERIFIED HORIZONTALLY AND VERTICALLY
PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE THE PROJECT
MANAGER WITH A PLAN SHOWING LOCATION OF EXISTING UTILITIES
THAT INTERSECT WITH PROPOSED IMPROVEMENTS.
6.SEE STORM PROFILES FOR ADDITIONAL INFORMATION.
7.CATCH BASINS SHALL BE INSTALLED PER
8.ALL GRATES SHALL BE RECTANGULAR VANED GRATES UNLESS
OTHERWISE NOTED.
9.STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF
MANHOLES AND CATCH BASINS UNLESS OTHERWISE NOTED.
10.EXCEPT AS OTHERWISE NOTED, CATCH BASIN AND MANHOLE RIM
ELEVATIONS GIVEN WITHIN PAVED AREAS ARE APPROXIMATED. FINAL
ELEVATIONS SHALL MATCH FINAL GRADE.
11.FOR BEDDING AND BACKFILLING AROUND EXISTING OR NEW
UTILITIES USE CDF WHERE STANDARD METHODS DO NOT PERMIT
COMPACTION REQUIREMENTS TO BE MET, AS SHOWN ON THE DWGS,
OR AS DIRECTED BY ENGINEER.
12.TEMPORARY SHORING IS REQUIRED FOR ALL STORM DRAIN WORK
AND ASSOCIATED MANHOLES. MINIMUM SHORING TECHNIQUE SHALL
BE USE OF TRENCH BOX. SPECIAL SHORING TECHNIQUES ARE
REQUIRED WHERE WORKING IN CLOSE PROXIMITY TO UTILITIES. SEE
SPECIAL PROVISIONS SECTION 7-08. PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL SUBMIT TO CITY PROJECT MANAGER, A
SHORING AND UTILITIES PROTECTION PLAN.
1
C401
3
C402
8
C402
4
C402
2
C401
1 SCALE: 1"=20'H, 1"=5'V
STORM PROFILE CB#6 TO CB#8
1
C402
2
C101
1
C400
1
C401
1
C400
2
C403
384.75
1.58%
387.99387.63
384.43
384.38
4.45%
0.4%46
388.00
384.26
384.26
4+31.1
26.8
3+91.1
23.4
4+11.1
43.8
366.26
0+74.1
2.8
19.5
12.0
3+23.4
19.4
3+09.71
2+95.2
28.7
2+82.90
26.9
2+62.8
23.6
2+56.5
CO#4
RIM: 389.70
IE: 385.65 8" (NE)AS-BUILTAS-BUILT1 BS 06/28 JM
D-401707
350
355
360
365
370
375
380
385
390
350
355
360
365
370
375
380
385
390
CB#5
RIM: 387.76
IE: 384.15 12" (SW)
IE: 384.15 12" (SE)
IE: 384.15 12" (NE)
CB#3
RIM: 386.95
IE: 383.34 12" (NW)
IE: 383.34 12" (SE)
CB#2
RIM: 386.82
IE: 383.05 8" (SW)
IE: 382.72 12" (NW)
IE: 382.72 12" (NE)
EX. MH#1
RIM: 367.93
IE: 361.20 12" (SW)
IE: 364.7 8" (NW)
IE: 364.7 8" (NE)
IE: 364.5 8" (SW)
IE: 355.2 EX. 60" (NW)
IE: 354.9 EX. 60" (SE)
190 LF 12" @ 9.41%
81 LF 12" @ 1.00%
62 LF 12" @ 1.00%
0+00367.93368.150+50368.93370.541+00373.00375.961+50379.02382.002+00384.60386.282+50386.75387.073+00387.24386.953+50387.21387.434+00387.70EX. 8" SEWER
IE: 360.16
EX. GAS
EX. WATER
EST. LOCATION
1" WATER
IE: 370.00
EX. POWER EST. LOCATION
EX. COMM EST. LOCATION
EX. WATER EST. LOCATION
1" WATER
IE: 378.79
1" WATER
IE: 382.99
EX. WATER EST. LOCATION
EX. 8" SEWER
IE: 377.10
1" WATER
IE: 383.77
EX. WATER EST. LOCATION
1" WATER
IE: 382.37
EX. WATER EST. LOCATION
EX. WATER
EST. LOCATION
1" WATER
IE: 382.47
PROPOSED GRADE
(TO MATCH EXISTING)
PROPOSED GRADEEXISTING GRADE
EX. WATER EST. LOCATION
CO#4
RIM: 387.13
IE CONNECTION:
383.68 8" (SW)
73 LF 12" @ 5.05%
CB#1
48" CATCH BASIN TYPE II
RIM: 370.38
IE: 364.88 12" (SW)
IE: 364.88 12" (NE)BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
STORM DRAINAGE PROFILE & DETAILS
3 NOT TO SCALE
TRENCH AND BACKFILL 4 NOT TO SCALE
PIPE ZONE BEDDING & COMPACTION
2 NOT TO SCALE
SUBSURFACE UNDERDRAIN
1 SCALE: 1"=20'H, 1"=5'V
STORM PROFILE EX. MH#1 TO CB#5
6 NOT TO SCALE
UNDERDRAIN AGGREGATE
A
A
SECTION A - A
UNDERDRAIN AGGREGATE,
SEE NOTE 1
SLOTTED UNDERDRAIN PIPE,
SEE NOTE 2
CB#7
SEE PLAN AND PROFILE
FOR MORE INFORMAITON
CB#8
SEE PLAN AND PROFILE
FOR MORE INFORMAITON
SURFACE RESTORATION
PER SHEET C300
SUBGRADE
UNDERDRAIN AGGREGATE
2.5' MIN. WIDTH
UNDERDRAIN
AGGREGATE 2' MIN.
DEPTH CENTERED
ON PIPE
NOTES
1.UNDERDRAIN AGGREGATE SHALL MEET STD. PLAN
262.60
2.UNDERDRAIN TO BE 8" SLOTTED PVC PER ASTM D1785
SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO
THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069
INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES
APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE
ARRANGED IN FOUR ROWS SPACED ON 45-DEGREE
CENTERS AND COVER 12 OF THE CIRCUMFERENCE OF
THE PIPE. SLOPE PIPE PER PLAN.
3.LOCATE UNDERDRAIN BELOW STRUCTURAL
PAVEMENT BASE DEPTH.
6
C401
5 NOT TO SCALE
RECTANGULAR SOLID METAL COVER
365.00
365.00
5.21%
9.26%
1.10%
1.10%
382.60
382.60
382.67
386.90
387.03
383.28
383.28
387.99
AS-BUILTAS-BUILT1 BS 06/28 JM
D-401708
BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
STORM DRAINAGE DETAILS
3 NOT TO SCALE
CATCH BASIN INSTALLATION 4 NOT TO SCALE
CATCH BASIN TYPE 1
5 NOT TO SCALE
PREFABRICATED LADDER &
RECTANGULAR ADJUSTMENT 6 NOT TO SCALE
RECTANGULAR FRAME 7 NOT TO SCALE
RECTANGULAR
BI-DIRECTIONAL VANED GRATE 8 NOT TO SCALE
RECTANGULAR VANED GRATE
1 NOT TO SCALE
STORM CLEANOUT 2 NOT TO SCALE
STORM UNDERDRAIN
JARED MCDON
A
LDPRO
FESSIONAL ENG IN EE RREGISTEREDSTATE OF WASHIN
GTON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM
D-401709
BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
STORM DRAINAGE DETAILS
1 NOT TO SCALE
STORM ROUND FRAME AND COVER 2 NOT TO SCALE
CATCH BASIN TYPE II
JARE D MCDON
A
L
DPRO
FESSIONAL ENG I N E ERREGISTEREDSTATE OF WASHIN
GTON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM
D-401710
8645500170
8645500180
8645500190
8645500200
8645500210
8645500220
8645500230
8645500240
8645500250
8645600040
8645600030
8645500130
8645500140
8645500150
8645500160
RIGHT OF WAY
(TYPICAL)
L
A
K
E
YOUNG
S
W
A
Y
S
E
LAKE
Y
O
U
N
G
S
C
T
S
E
M
MMMMMMM
MMMMM-0+31
0+00
1+00
2+00
3
+
0
04+004+55STA:2+52.72, 23.40'LT
STA:4+16.18, 40.86'RT
(1) FIRE HYDRANT ASSEMBLY
WITH 6' X 6' X 6" CONCRETE PAD
STA:2+40.92, 4.68'RT
(1) 45° BEND (MJ X MJ)
WITH THRUST BLOCKING
STA:2+92.77, 4.60'RT
(1) 22.5° BEND (MJ X MJ)
WITH THRUST BLOCKING
(E) SANITARY SEWER PIPE (TYP.)
(E) 4" STEEL WATER MAIN,
TO BE ABANDONED IN PLACE
(E) 4" STEEL WATER MAIN,
TO BE ABANDONED
IN PLACE
STA:-0+12.57, 11.46'R
POC
(1) 12"X8" CUT-IN TEE (MJ X FL)
(1) 12" GATE VALVE (MJ X MJ)
(1) 8" GATE VALVE (FL X MJ)
(3) 12" SPOOL
(2) 12" TRANSITION COUPLING
WITH THRUST BLOCKING
STA:4+16.09, 9.07'RT
(1) 8" X 6" TEE (MJ X FL)
(1) 6" GATE VALVE (FL X MJ)
WITH THRUST BLOCKING
STA:1+05.79, 22.74'LT
STA:1+73.61, 23.32'LT
STA:2+19.15, 23.08'LT
STA:2+21.84, 22.48'RT
STA:3+80.11, 23.65'RT
STA:4+42.01, 25.57'RT
STA:4+42.97, 24.37'RT
STA:3+27.19, 24.12'LT
STA:4+14.31, 41.82'LT
STA:4+42.36, 27.12'LT STA:0+44.38, 22.85'RT
2
STA:3+17.94, 23.29'LT
2
2
2
2
2
2
2
2
2
2
2
2
3
1
248 L
F
8" DI
PI
P
E
47 LF
8" DI
P
I
P
E120
LF8" D
I
P
IPE
(E) 2" STEEL PIPE,
TO BE ABANDONED
IN PLACE
(E) 12" STEEL CONCRETE-LINED PIPE
WATER MAIN
(590 PRESSURE ZONE)
(E) 12" STEEL CONCRETE-LINED PIPE
WATER MAIN
(590 PRESSURE ZONE)
(E) SANITARY SEWER PIPE (TYP.)
PROPOSED
STORM DRAIN PIPE (TYP.)PROPOSED
STORM DRAIN PIPE (TYP.)
(E) UNDERGROUND
TELECOMMUNICATIONS
(E) UNDERGROUND
ELECTRIC UTILITY
(E) 2" BLOWOFF ASSEMBLY
TO BE ABANDONED
(E) 6" STEEL WATER MAIN,
ABANDONED13'
12'
(E) 6" STEEL WATER MAIN,
ABANDONED
5.2'
(E) FIRE HYDRANT ASSEMBLY
9'
14'
13'
9.5'
(E) 12" STEEL WATER MAIN,
ABANDONED
(E) 12" STEEL WATER MAIN,
ABANDONED
(E) 6" STEEL WATER MAIN,
ABANDONED
4
4
4
4
4
4
3'
5'
(E) FENCE, PROTECT IN PLACE
(E) FENCE,
REMOVE AND RESTORE AS NEEDED
5
6(1) 4" PLUG (MJ)
(1) 4" CAP
8
7
JOINT RESTRAINT SYSTEM
BEGIN APPROX. STA 2+01.00
END APPROX. STA 3+32.00
SEE GENERAL NOTE 6BID SETLAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
1.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH
POLYETHYLENE ENCASEMENT.
2.WATER MAIN SHALL BE INSTALLED WITH NO LESS THAN
THREE FEET (3') AND NO MORE THAN SIX FEET (6') COVER
FROM FINISHED GRADE TO TOP OF PIPE. WATER MAIN
SHALL BE INSTALLED NO LESS THAN SIX INCHES (6") ABOVE
NEW AND EXISTING STORM DRAIN AND SANITARY SEWER
PIPES, MEASURED FROM EDGE OF PIPE TO EDGE OF PIPE.
3.NEW WATER MAIN SHALL BE INSTALLED NO LESS THAN
FOUR FEET (4') HORIZONTALLY FROM EXISTING (TO BE
ABANDONED) WATER MAIN.
4.INSTALLATION OF CUT-IN TEE SHALL BE FACILITATED BY
SHUTTING THE WATER VALVES (TO BE DONE BY CITY
FORCES) AT THE FOLLOWING LOCATIONS:
4.1.APPROXIMATELY 405' NORTHWEST OF THE POINT OF
CONNECTION, IN LAKE YOUNGS WAY SE, SOUTH OF THE
INTERSECTION WITH SE ROYAL HILLS DRIVE.
4.2.APPROXIMATELY 245' SOUTHEAST OF THE POINT OF
CONNECTION, AT THE NORTHERN CORNER OF THE
INTERSECTION OF LAKE YOUNGS WAY SE AND SE 16TH
STREET.
5.TRENCH REQUIREMENTS SHOWN ON DETAIL 2, SHEET C301.
6.RESTRAINT SYSTEM FOR PUSH-ON PIPES SHALL BE
INSTALLED AT THE LOCATIONS INDICATED AND SHALL BE
HARNESS-TYPE, MEGALUG SERIES 1700, ROMAC 600 SERIES,
OR EQUAL. RESTRAINT SYSTEM SHALL BE INSTALLED A
MINIMUM TWO JOINTS OR 36' FROM EACH FITTING.
7.ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE
WEDGE-TYPE RESTRAINED RETAINER GLANDS EQUAL TO
MEGALUG SERIES 1100 OR ROMAC ROMAGRIP.
8.INSTALL ALL CONCRETE THRUST BLOCKING PER CITY
STANDARD PLANS; SEE DETAILS 1-3, SHEET C502.
9.INSTALLATION OF NEW WATER SERVICES SHALL BE
PERFORMED VIA HOLE HOG METHOD BENEATH EXISTING
SIDEWALK.
10.CONSTRUCTION AND TRANSFER OF DOMESTIC SERVICES
SHALL BE PERFORMED SUCH THAT EACH SERVICE IS
MINIMALLY DISRUPTED.
11.TRANSFER OF WATER SERVICES TO BE PERFORMED BY
CONTRACTOR; METER SETTING TO BE PERFORMED BY CITY
FORCES.
12.CONTRACTOR SHALL RESTORE DISTURBED AREAS TO
ORIGINAL CONDITION OR BETTER.
WATER UTILITY PLAN
N
KEY NOTES
POINT OF CONNECTION TO EXISTING WATER MAIN.
INSTALL 1" DOMESTIC WATER SERVICE AND METER BOX AND
CONNECT TO EXISTING PRIVATE SERVICE LINE BEHIND ROW LINE. CITY
FORCES TO REINSTALL EXISTING AMI METER TO NEW SETTER.
REMOVE AND SALVAGE EXISTING METER BOX AND SETTER.
INSTALL FIRE HYDRANT ASSEMBLY.
EXISTING, ABANDONED STEEL WATER MAIN TO BE CUT AND CAPPED
AS NEEDED FOR CONSTRUCTION OF NEW WATER MAIN AND STORM
DRAIN IMPROVEMENTS.
INSTALL WATER MAIN USING PIPELINE DEFLECTION PER
MANUFACTURER GUIDELINES TO ACHIEVE DESIGN ALIGNMENT.
UPON FINAL CONNECTION OF NEW WATER MAIN TO EXISTING SYSTEM
AND TRANSFER OF ALL DOMESTIC SERVICES, CUT AND CAP EXISTING
4" STEEL WATER MAIN AND INSTALL 4" MJ PLUG ON EXISTING GATE
VALVE. REMOVE LID AND TOP SECTION OF VALVE BOX. EXISTING
SECTION OF ROADWAY TO BE REMOVED AND REPLACED.
EXISTING 2" BLOW-OFF ASSEMBLY TO BE ABANDONED, LID AND TOP
SECTION OF VALVE BOX TO BE REMOVED. EXISTING SECTION OF
CONCRETE SIDEWALK TO BE REMOVED AND REPLACED.
POLYPIG STATION.
1
2
3
4
5
6
7
8
GENERAL NOTES
Feet
1" = 20'
4020010WTR - 27 - 40171
C501
5
C502
3
C501
2
C501
5
C501
4+11.6, 10.0' RT
4+13.4, 41.2' RT
-0+11.7, 10.1' RTAS-BUILTAS-BUILT1 BS 06/28 JM
D-401711
0+00
STA:-0+12.57, 11.46'RT
POC
(1) 12"X8" CUT-IN TEE (MJ X FL)
(1) 12" GATE VALVE (MJ X MJ)
(1) 8" GATE VALVE (FL X MJ)
(3) 12" SPOOL
(2) 12" TRANSITION COUPLING
WITH THRUST BLOCKING
NOTE: FIELD VERIFY OD OF
STEEL PIPE PRIOR TO ORDERING
TRANSITION COUPLING
0+00BID SETLAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
WATER UTILITY DETAILS
10' ±
FINAL CONNECTION
TESTING CONNECTION
(1) 8" CROSS (MJ x FL)
(1) BLIND FLANGE ON TOP WITH 2" TAP & 2" PLUG
(1) BLIND FLANGE ON BOTTOM
WITH TEMPORARY BLOCKING
(1) 8" SPOOL
(1) PLUG (MJ) WITH 2" TAP & 2" TEMPORARY BLOWOFF
WITH TEMPORARY BLOCKING
UPON COMPLETION OF TESTING,
CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE CROSS, TEMPORARY BLOCKING,
AND TEMPORARY BLOW-OFF ASSEMBLY;
CONNECT TO EXISTING WATER LINE
WITH SLEEVES (MJ) AND DI SPOOLS;
FINAL CONNECTION BY CITY FORCES
8" DI
LENGTH AS NEEDEDWTR - 27 - 4017(E) 12" X 4" STEEL TEE
(E) 12" STEEL CONCRETE-LINED WATER MAIN
(E) 4" STEEL WATER MAIN,
TO BE ABANDONED
(E) STORM DRAIN PIPE
(E) SANITARY SEWER PIPE
(E) 12" STEEL CONCRETE-LINED WATER MAINLAKE YOUNGS WAY SELAKE YOUNGS WAY SE(E) 12" STEEL WATER MAIN,
ABANDONED
(E) 6" STEEL WATER MAIN,
ABANDONED
(E) 12" STEEL WATER MAIN, ABANDONED
N
3' MIN. COVER (10" DIAMETER AND UNDER)4' MIN. COVER (12" DIAMETER AND OVER)
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
NEW WATER MAIN POLYPIG
FINISHED GRADE ELEVATION
VERTICAL CROSS FOR POLYPIGGING STATION:
(1) 8" X 8" VERTICAL CROSS (MJ x FL)
(1) 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 POLYPIG)
(1) BLIND FLANGE ON BOTTOM OF CROSS
(1) PLUG (MJ) ON END OF CROSS
WITH TEMPORARY CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN
I
F
HG
E
K L
B
M
A
J J
1'
4"
2'1'
2"-4" PER MANUFACTURER'SRECOMMENDATION
1'
ASPHALT CONCRETE PAD
2' DIA. X 2" THICK
ROADWAY OR NEAREST CHANNELIZATION36" MIN. COVER1' MIN.
MAIN
D
C
1' MIN.
A FIRE HYDRANT SHALL BE COMPRESSION TYPE SUCH AS CLOW MEDALLION, MUELLER SUPER CENTURION 250, AND AMERICAN
DARLING B-62-B 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 SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. PUMPER CONNECTION TO FACE
ROADWAY OR AS DIRECTED BY RENTON REGIONAL FIRE AUTHORITY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT.
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION
WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED. SEE DETAIL 6, SHEET C502.
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT.
MEGALUG JOINT RESTRAINT OR 2-3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH.
1/2 CUBIC YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND
SIDES OF GRAVEL.
16" X 8" X 4" MIN. SIZE CONCRETE BLOCK UNDER HYDRANT AND VALVE.
CONCRETE BLOCKING PER DETAILS 1-3, SHEET C502..
3' MIN. RADIUS OF LEVEL GROUND AROUND OUTSIDE OF HYDRANT.
6' X 6' X 6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK.
RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE, PER DETAIL 5, SHEET C502.
4.875" X 5" STORZ ADAPTER.
B
C
D
E
F
G
H
I
J
K
L
M
AA
VALVE BOX LID WITH EARS
IN DIRECTION OF WATER
MAIN AND CAST WITH
WORD "WATER"
2-PIECE CASE IRON VALVEBOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1/8" MIN. THICKNESS
1" STEEL
LENGTH AS REQUIRED
4 14" DIA.
1/8" MIN. THICKNESS
WHITE POST
SEE DETAIL
INSTALL 8" THICK HMA COLLARFOR VALVES IN PAVED AREAS PER
STD PLAN 106 OR 6" THICK, 3' X 3'
CONCRETE PAD IN UNPAVED AREAS
12" MIN.18" MAX.
VALVE OPERATION NUT EXTENSION NOTES:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS
MORE THAN 3 FEET (3') BELOW FINISHED GRADE.
EXTENSIONS ARE TO BE A MINIMUM OF 1 FOOT (1')
LONG. ONLY ONE EXTENSION TO BE USED PERVALVE.
ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED
AS NOTED, AND PAINTED WITH TWO COATS OF
METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL TO CARSONITEUTILITY MARKER.
VALVE MARKER POST TO BE USED FOR ALL MAIN
LINE VALVES OUTSIDE PAVED AREAS.
SECTION A–A
VALVE OPERATING NUT
EXTENSION
VALVE MARKER POST
2 14" INSIDE MEASUREMENT
2 14" DEPTH
2" SQUARE
OPERATING NUT
12"
OF WATER MAIN
PLAN VIEW
3 34"
38"
24"
62"
3"
MIN.
WIDTH
HYDRANT MARKERS
TWO LANE ROAD OFFSET MARKER
TO INDICATE WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM DOTS OR
PAINTED LINE)
ON SIDE STREETS WHERE THE HYDRANT
IS WITHIN 20' OF A MAIN TRAVELED
STREET, THE MARKER IS TO BE
INSTALLED ON THAT MAIN STREET
FOUR LANE ROAD OFFSET MARKER
TO INDICATE WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
FIVE LANE ROAD OFFSET MARKER
TO INDICATE WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
RAISED PAVMENT MARKER TYPE 88-A STIMSONITE
TWO-WAY BLUE REFLECTIVE
MARKER MARKER MARKER
MARKERMARKER
0.7"
4"
1 NOT TO SCALE
CONNECTION TO WATER MAIN
2 NOT TO SCALE
HYDRANT MARKER LAYOUT
4 NOT TO SCALE
VALVE BOX & OPERATING NUT EXTENSION 5 NOT TO SCALE
POLYPIG STATION
3 NOT TO SCALE
FIRE HYDRANT ASSEMBLY
UPON FINAL CONNECTION OF NEW
WATER MAIN TO EXISTING SYSTEM,
CUT AND CAP EXISTING 4" STEEL
WATER MAIN AND INSTALL
(1) 4" MJ PLUG
(1) 4" CAP
MICHAEL J A MES MIT
CHELLPROF
ESSIONAL ENG IN EE RREGISTEREDSTATE OF WASHIN
G
TONEXP. 11/21/2019
WATER UTILITY
agafour 05/16/2019AS-BUILTAS-BUILT1 BS 06/28 JM
D-401712
BID SETLAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
WATER UTILITY DETAILSWTR - 27 - 401790° BEND
SAFE BEARING LOADS IN LB./SQ.FT.
THE SAFE BEARING LOADS GIVEN IN THE
FOLLOWING TABLE ARE FOR HORIZONTAL THRUSTS
WHEN THE DEPTH OF COVER OVER THE PIPE
EXCEEDS TWO FEET (2').
SOIL
* MUCK, PEAT, ETC.
SOFT CLAY
SAND
SAND & GRAVELSAND & GRAVEL, CEMENTED
WITH CLAY
HARD SHALE
SAFE BEARING LOADS IN
LB./SQ.FT.
0
1,000
2,000
3,000
4,000
10,000
* IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED
BY PILES OR TIE RODS TO SOLID FOUNDATIONS OR BY
REMOVAL OF MUCK OR PEAT AND REPLACEMENT WITH
BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
NOTES:
1.SQUARE FEET OF CONCRETE THRUSTS - BLOCK AREA
BASED ON SAFE BEARING LOAD OF 2,000/(3,000) POUNDS
PER SQUARE FOOT.
2.AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE,
PRESSURES, AND SOIL CONDITIONS.
3.CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE
MINIMUM 1/4 SQUARE FOOT BEARING AGAINST THE FITTING.
4.BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE
CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
5.CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO
WITHSTAND FULL TEST PRESSURE AS WELL AS TO
CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER
ALL CONDITIONS OF SERVICE.
PRESSURE
PSI A B C D E X
(100 PSI)PIPE
SIZE
4"200300
2/(1)
3/(2)
1/(NONE)
2/(2)NONENONE NONE1/(NONE)
2/(1)
1/(NONE)
1/(1)
6"200
300
4/(3)
6/(4)
8"200
300
7/(5)
11/(8)
10"200
275
11/(8)
16/(11)
16/(11)
24/(16)12"200
250
14"200
250
16"200
225
18"200
20"200
24"200
3/(2)
4/(3)
5/(3)
8/(5)
8/(6)
11/(7)
3/(1)
3/(2)
4/(3)
6/(4)
6/(4)
9/(6)
1/(1)
2/(1)
2/(2)
3/(2)
3/(2)
5/(3)
1/(NONE)
1/(NONE)
1/(1)
2/(1)
2/(1)
3/(2)
NONE
3/(2)
4/(3)
5/(4)11/(8)
17/(11)
9/(6)
13/(9)
5/(3)
7/(5)
3/(2)
4/(3)
22/(13)
33/(22)7/(6)16/(11)
23/(16)
12/(8)
18/(12)
6/(4)
9/(6)
3/(2)
5/(3)
29/(19)
32/(21)10/(7)21/(14)
23/(16)
16/(11)
17/(12)
8/(6)
9/(6)
5/(3)
5/(3)
13/(9)
16/(11)
23/(16)
5/(4)
7/(4)
9/(6)
10/(7)
13/(8)
18/(12)
20/(13)
24/(16)
35/(23)
26/(17)
32/(21)
46/(30)
36/(24)
45/(29)
64/(43)
MINIMUM BEARING AREA AGAINST
UNDISTURBED SOIL, IN SQUARE FEET
THRUST BLOCK - TABLE
CAP
22 1/2° BEND
45° BEND
TEE
11 1/4° BEND
A
B
C
B
D E
VERTICAL
BEND
CU FT
11 1/4°*
A D LV BPIPESIZE
*
*
16 2.5'3/4"2.0'
*
*
33
86
3.2'
4.4'
*
13
64
141
4.0'
3.5'1"5.2'
*
2.3'
22 1/2°
45°
90°
11 1/4°
22 1/2°
45°
90°
11 1/4°
22 1/2°
45°
90°
11 1/4°
22 1/2°
45°
90°
4"
6"
8"
10"
12"
3/4"2.0'
3/4"2.0'
3/4"2.0'
3/4"2.0'
3/4"2.0'
3/4"2.0'
3/4"2.0'
3/4"2.0'
2.3'
3.5'
13
43
*
*
20
111
206
4.8'
5.9'
2.7'
1 1/8"4.0'
11 1/4°
22 1/2°
45°
90°
VERTICAL BLOCKING SIZE W/RESTRAINED JOINTSSOIL TYPE = COHESIVE GRANULAR [GC+SC]
SAND, GRAVEL, CLAY MIXTURE
NOTES:
1.NO CHANGE IN PIPE DIRECTION OR DIAMETER SHALL OCCUR WITHIN
36 FEET OF THE VERTICAL BEND. BENDS, TEES, REDUCERS, ETC.,
BEYOND THE 36-FOOT LIMIT SHALL BE RESTRAINED BY STANDARD
CONCRETE BLOCKING PER DETAILS 2 & 3, SHEET C502.
2.CONCRETE BLOCKING SIZES BASED ON:
- 36 FEET OF PIPE RESTRAINED EACH SIDE OF BEND.
- THRUST BLOCK AREAS BASED ON SAFE BEARING LOAD OF 1,000 PSF.
- 2,500 PSI CONCRETE.
- MINIMUM 3 FEET (3') OF COVER.
- PIPE THRUST BASED ON 200 PSI PRESSURE.
- PIPE AND FITTINGS ENCASED IN POLYETHYLENE.
- VERTICAL BLOCK SIZE BASED ON CONCRETE WEIGHT OF 150 PCF.
- TRENCH CONDITIONS BASED ON TYPE 2, FLAT BOTTOM TRENCH WITH LIGHTLY CONSOLIDATED BACKFILL, PER
ANSI/AWWA C150/A21.50.
- FACTOR OF SAFETY = 1.5.
- SOIL FRICTIONAL RESISTANCE BASED ON COHESIVE GRANULAR SOIL TYPE (GC+SC), SAND, GRAVEL, CLAY MIXTURE.
3.BLOCKING DESIGN MUST BE ADJUSTED FOR OTHER SIZE PIPE, PRESSURES, AND SOIL CONDITIONS.
4.PIPE CLAMP (HOT DIPPED GALVANIZED), RODS (STAINLESS STEEL ALL-THREAD 316SS). SEE DETAIL 4, SHEET C502.
5.LINE SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100 FEET OF VERTICAL BEND IS BACKFILLED AND
COMPACTED TO MINIMUM COVER OF 3 FEET (3') OVER PIPE.
6.90° VERTICAL BENDS SHALL ONLY BE INSTALLED WHERE GIVEN PRIOR APPROVAL BY THE UTILITY.
7.BACKFILL TRENCH BEYOND 90° VERTICAL BLOCK WITH CRUSHED SURFACING TOP COURSE MATERIAL COMPACTED TO
95% MAXIMUM DENSITY. CRUSHED BACKFILL SHALL EXTEND 20 FEET BEYOND BLOCK OR TO FIRM BEARING TRENCH
WALL, WHICHEVER IS LESS.
8.LEAVE BLOCK OPEN OR SHEETED 24 HOURS MINIMUM.
9.MEGALUG FITTINGS.
A
L
A
D
PIPE CLAMPS & RODS
(SEE NOTE 4)
45°
SEE NOTE 9
(TYPICAL)
VERTICAL BLOCKING
FOR 90° BENDS
(SEE NOTE 6)
L
A
L
A
COMPACTED
BACKFILL
(SEE NOTE 7)
D
PIPE CLAMPS & RODS
(SEE NOTE 4)
90°
L
A L
A UNDISTURBEDEARTHD
PIPE CLAMPS & RODS
(SEE NOTE 4)
SEE NOTE 9
(TYPICAL)
L
VERTICAL BLOCKING
FOR 11 1/4° & 22 1/2° BENDS
D
PIPE CLAMP & RODS
(SEE NOTE 4)
A
L
A UNDISTURBEDEARTHD 45°
SEE NOTE 3
(TYPICAL)
L
VERTICAL BLOCKING
FOR 45° BENDS
VERTICAL
BEND
A
L
A UNDISTURBEDEARTHD
L
VERTICAL BLOCKING
FOR 11 1/4° & 22 1/2° BENDS
D
PIPE CLAMP & RODS
(SEE NOTE 4)
NOTES:
1.CONCRETE BLOCKING BASED ON 200 PSI PRESSURE
AND 2,500 PSI CONCRETE.
2.LEAVE CLOCK OPEN OR SHEETED 24 HOURS MINIMUM.
3.JOINT RESTRAINT, SEE APPROVED MATERIALS LIST.
4.PIPE CLAMP (HOT DIPPED GALVANIZED), RODS
(STAINLESS STEEL ALL-THREAD 316SS), SEE DETAIL 4,
SHEET C502.
CU FT
11 1/4°8
A D LV BPIPE
SIZE
11
17
22 1/2°
30°
11 1/4°
22 1/2°
30°
4"
6"
8"
7/8"3.0'
1 1/4"4.0'
91
225
330
6.1'
6.9'
4.5'
1 3/8"4.5'
11 1/4°
22 1/2°
30°
VERTICAL BLOCKING
FOR 11 1/4°, 22 1/2°, & 30° BENDS
2.0'
2.2'
2.6'
3/4"
1.5'
2.0'
11 1/4°11
25
41
22 1/2°
30°
2.2'
2.9'
3.5'
3/4"2.0'
11 1/4°16
47
70
22 1/2°
30°
2.5'
3.6'
4.1'
3/4"
2.5'
2.0'
12"
11 1/4°32
88
132
22 1/2°
30°
3.2'
4.5'
5.1'
3/4"2.0'
3.0'7/8"
16"
70
184
275
4.1'
5.7'
6.5'
7/8"3.0'
4.0'1 1/8"
1 1/4"
20"
1"3.5'
1 3/8"4.5'
128
320
480
6.8'
7.9'
5.0'
1 5/8"5.5'
11 1/4°
22 1/2°
30°
24"
4"
6"
8"
12"
16"
20"
24"
45°
3/4"2.0'68
123
232
5.0'
6.1'
4.1'
3/4"2.5'
30 3.1'
1 1/8"4.0'1 1/4"
478
560
820
8.2'
9.4'
7.8'
1 3/8"4.5'
VERTICAL BLOCKING FOR 45° BENDS
HOST PIPE
HEAVY DUTY PIPE CLAMP
(COOPER B-LINE B3132
PIPE CLAMP OR EQUAL)
HOT DIPPED GALVANIZED
NUT WITH FLAT WASHER,
TOP AND BOTTOM (TYP.)
ASTM A588, GRADE B,
CORTEN ALL THREADED ROD
(2) NUTS WITH FLAT WASHER (TYP.)
NOTES:
1.THREADED ROD DIAMETER:
- PIPE DIAMETER LESS THAN OR EQUAL TO 6": 7/8"
- PIPE DIAMETER EQUAL TO 6" OR 8": 1"
- PIPE DIAMETER EQUAL TO 10": 1 1/4"
- PIPE DIAMETER GREATER THAN 12": 1 1/2"
2.TIGHTEN TOP NUTS TO TENSION BOLTS.
3.TIGHTEN LOWER NUTS TO COMPRESS CLAMP SNUG.
C
C
B
A
E
D
18"
24" MIN.
30" MAX. COVER
PRIVATE
PLUMBING SHALL
CONNECT HERE
1" GALV. PLUG
PRIVATE
PROPERTY
PUBLIC
R.O.W.
9-12"
NEW DUCTILE IRON
WATER MAIN
36" MIN.COVER
A EPOXY OR NYLON COATED HIGH TENSILE DI SERVICE SADDLE W/ STAINLESS STEEL STRAP AND EPOXY COATED BOSS,
1" AWWA TAPERED THREAD (CC) TAP, FORD FC101 OR EQUAL, SIZE AS REQUIRED. (FOR ASBESTOS CEMENT PIPE ONLY)
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET (1"
FB1000-4-Q) OR AY MCDONALD 4701B FOR COPPER. (DIRECT TAP DUCTILE IRON OR CAST IRON PIPE)
1" TYPE K SOFT COPPER TUBING
METER SETTER FOR 1" METER: FORD VBH72-15W-44-44A, MCDONALD BRASS 21-415WCQQ44, OR MUELLER 1-B-2470-2.BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE
ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. METER SETTER SHALL BE INSTALLED CENTERED AND PARALLEL
WITH METER BOX. FOR 5/8" X 3/4" METER, PROVIDE METER ADAPTERS TO FIT WITHIN 1" METER SETTER.
ARMORCAST PRODUCTS CO. METER BOX NO. A6001946TX18 AND CAST IRON READ LID, 13" X 24" X 2", PART NO.
A6001969RCI-H7.
B
C
D
E
NOTES:
1.SERVICE LINE SHALL BE PERPENDICULAR TO THE WATER MAIN, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
2.APPROVED BACKFLOW PREVENTION MUST BE INSTALLED WITH IRRIGATION SERVICE PER D.O.H. REQUIREMENTS.
IRRIGATION SYSTEM SHALL NOT BE PUT INTO SERVICE UNTIL THE BACKFLOW PREVENTION DEVISE IS APPROVED BY ACITY OF RENTON WATER QUALITY TECHNICIAN.
3.AMI WATER METER WITH RADIO & BATTERY UNIT TO BE SUPPLIED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT.
4.IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE, INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION
COUPLING.
22 1/2°
12" MIN.
RADIUS
1 NOT TO SCALE
VERTICAL BLOCKING WITH RESTRAINED JOINTS
2 NOT TO SCALE
CONCRETE BLOCKING 3 NOT TO SCALE
CONCRETE BLOCKING FOR VERTICAL FITTINGS
4 NOT TO SCALE
PIPE CLAMP AND ANCHOR RODS 5 NOT TO SCALE
1-INCH WATER SERVICE
MICHAEL J A MES MIT
CHELLPROF
ESSIONAL ENG IN EE RREGISTEREDSTATE OF WASHIN
G
TONEXP. 11/21/2019
WATER UTILITY
agafour 05/16/2019AS-BUILTAS-BUILT1 BS 06/28 JM
D-401713