HomeMy WebLinkAbout35th St. Jackman to Haines Waterline Extensions~
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WATERMAIIV EXTENSION
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1 i, L' X1.11, L' 1J 1 ' t../ 1 i, . 1 L J L 1 d lT 1 1
N ~ N L O CA TED IN SECTION 3, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M. , tI N
CITY OF POR T TO'WNSEND
Q
o NQ EXISTING GROUND + o
SURFACE Q ,
1) A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO
THE START OF CONSTRUCTION.
2) ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CITY OF PORT TOWNSEND STANDARDS, THE CURRENT EDITION OF THE STATE
WATERLINE PROFILE
OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
510 CONSTRUCTION, AND ANY PROJECT — SPECIFIC SPECIAL PROVISIONS OR
CONDITIONS AND REQUIREMENTS.
3) TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED AND SHALL COMPLY
WITH THE STORMWATER CODE, CHAPTER 5 OF THESE STANDARDS AND WSDOT /APWA
SPECIFICATION 1 -07.15 AS FOLLOWS:
A) EROSION CONTROL PLANS SHALL BE SUBMITTED TO THE CITY, APPROVED
HORIZONTAL SCALE 1 " = 100'
VERTICAL SCALE 1 " = 10'
ANY SOIL ON THE SITE. SUBMITTAL AND APPROVAL OF THESE PLANS SHALL
PRECEDE ANY CONSTRUCTION ACTIVITY ON THE SITE.
500 B) ALL PERMANENT STORAGE AND RETENTION /DETENTION AREAS USED AS
PART OF THE TEMPORARY EROSION CONTROL AND WATER POLLUTION /FLOOD
ACTIVITIES AND CONVEYANCE SYSTEMS SHALL BE CLEANED OF ALL SILTS,
SAND AND OTHER MATERIALS FOLLOWING COMPLETION OF CONSTRUCTION AND
THE PERMANENT FACILITIES SHALL THEN BE COMPLETED INCLUDING
PERMANENT INFILTRATION AREAS.
4) HORIZONTAL AND VERTICAL CONTROLS /DATUM AS ADOPTED BY THE CITY SHALL
BE USED, UNLESS APPROVED OTHERWISE.
5) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING UNDERGROUND LOCATE AT
490 1- 800 - 424 -5555 A MINIMUM OF _48 HOURS PRIOR TO ANY EXCAVATION WORK.
6) ALL NON— FERROUS PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS
TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE
MARKER TAPE SHALL BE 4" WIDE MINIMUM PLASTIC NON— BIODEGRADABLE, METAL
CORE OR BACKING MARKED AND COLOR CODED FOR THE UTILITY TO BE MARKED AND
WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA
TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, FORCE MAINS AND
CURVED MAINS SHALL HAVE A 14 GAUGE COATED COPPER WIRE, WRAPPED AROUND
THE PIPE, BROUGHT UP, COATING STRIPPED, AND TIED OFF AT THE VALVE STEM
0R ,, MANHOLE RING. THE TAPE AND WIRE SHALL BE FURNISHED AND INSTALLED BY
THE' CONTRACTOR.
3' MIN COVER OVER
7) TEMPORARY STREET PATCHING MAY BE ALLOWED WITH THE APPROVAL OF THE
CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE AS DESCRIBED IN
CHAPTER 6.
V'IVD THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN(S) FOR REVIEW
DATUM ELEY APPROVAL BY THE CITY ENGINEER IN ACCORDANCE WITH THE MANUAL ON
TOP OF PIPE
FILL AS REQUIRED
NEW 8" PVC C900
MAIN
TRENCH PER 2
8 +06, 7 +00 6 +00 5 +00
B
NEW SERVICE r
METER AND VALVE`l
STA 8+ 15
SEE DETAIL 2
STA 8 +25 2
NEW HOME
U? LEGEND
f
wV
i WATER VALVE
Ott
WATER METER
1 W11 NEW FIRE HYDRANT
EXISTING 1' CONTOUR
w WATER MAINZF:
1 P UNDERGROUND POWER
EASEMENT LINE
50 25 0 50 100
J Y
THIS PROJECT IS LOCATED IN SECTION 3, TOWNSHIP 30 NORTH,
RANGE 1 WEST, W. M., IN THE CITY OF PORT TOWNSEND.
ON THE UNREDUCED DRAWING
THIS RECTANGLE dS ONE INCH
SQUARE
D /01 /30 /S03 /YESBERGER /WATER2.DWG
HORIZONTAL
SCALE
1" =50'
VERTICAL
SCALE
1" = 5'
4 +00
REVISIONS DETAIL NUMBER DETAIL REFERENCES
DATE DESCRIPTION BALLOON REFERENCES TO DETAILS INCLUDE TWO
NUMBERS. THE BOTTOM NUMBER IS THE NUMBER2OFTHEPAGEWHERETHEDETAILMAYBEFOUND.
THE TOP NUMBER IS THE NUMBER OF THAT DETAIL.
PAGE NUMBER
3 +00 2 +00 1+00
cKol
3 +0 2+00- 00
1
P P
35TH STREET
45° ELBOWS W/ 5THRUSTBLOCKINGPER2
l r
33RD STREET
NOTES
0 475.00 iNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
Ntr'
Tc 9) THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED PLANS AND PERMITS
r'T THE CONSTRUCTION SITE AT ALL TIMES.
ntS, 10) SPECIAL STRUCTURES SHALL BE INSTALLED PER PLANS AND MANUFACTURERS'
RECOMMENDATIONS.
0 +00 11) ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY AND PERMANENT EROSION
CONTROL IN THE FORM OF VEGETATION ESTABLISHMENT SUCH AS GRASS SEEDING.
A MEANS SHALL BE ESTABLISHED TO PROTECT THE PERMANENT STORM DRAIN
Ll SYSTEM PRIOR TO ESTABLISHMENT OF THE PERMANENT EROSION CONTROL
MEASURES. THESE METHODS SHALL BE INCLUDED IN THE EROSION AND SEDIMENT
CONTROL PLANS IN ACCORDANCE WITH CHAPTER 5 OF THESE STANDARDS
12) CONSTRUCTION WORK HOURS SHALL BE RESTRICTED TO 7 A.M. T M' P. M.
CO TRACTOR TO FIELD CONFIRM MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED IN WRITING.
CATION OF EXISTING
END OF WATER MAIN FOR 13) THE CITY PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF
INSTALLATION OF 8" GATE 24 HOURS IN ADVANCE OF THE NEED FOR AN INSPECTION. EVERY EFFORT WILL
VALVE AT START OF EXTENSION , BE MADE TO ACCOMMODATE SAME —DAY INSPECTIONS IF THE CITY IS NOTIFIED
BEFORE 8 AM.
14) ALL PUBLIC WORKS INSPECTIONS SHOULD BE SCHEDULED BETWEEN THE HOURS
PER 3 OF 7.•30 AM AND 3:30 PM.
1%1aT-,.-S JAN 1 2000
r) tq0/
1VxV1
l I,IA Z M 4 i( L/ n!E - - - - - _ - - - - -- - - - -
Uri ,r o.W. 7a N /
g / —.r
S 4yo-4eA- m N .
e
CALL 48 HOURS BEFORE YOU DIG
1 -800- 424 -5555
FOR UNDERGROUND UTILITY LOCATE SERVICE
COVER
PLAN AND PROFILE
APPROVED
N017CE: Plans are approved axs+t kW
Orr Nrors of omissions. AM w * must '
pass inspection in conformance, with
ap oti0rltr
Datt:
Porn*
rr
PT
SHEET I OF
GENERAL CONDITIONS
THE FOLLOWING TEXT IS TAKEN DIRECTLY FROM THE CITY OF PORT TOWNSEND
ENGINEERING DESIGN STANDARD MANUAL:
1) A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO
THE START OF CONSTRUCTION.
2) ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CITY OF PORT TOWNSEND STANDARDS, THE CURRENT EDITION OF THE STATE
OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
510 CONSTRUCTION, AND ANY PROJECT — SPECIFIC SPECIAL PROVISIONS OR
CONDITIONS AND REQUIREMENTS.
3) TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED AND SHALL COMPLY
WITH THE STORMWATER CODE, CHAPTER 5 OF THESE STANDARDS AND WSDOT /APWA
SPECIFICATION 1 -07.15 AS FOLLOWS:
A) EROSION CONTROL PLANS SHALL BE SUBMITTED TO THE CITY, APPROVED
BY THE CITY, AND IMPLEMENTED BY THE CONTRACTOR PRIOR TO DISTURBING
ANY SOIL ON THE SITE. SUBMITTAL AND APPROVAL OF THESE PLANS SHALL
PRECEDE ANY CONSTRUCTION ACTIVITY ON THE SITE.
500 B) ALL PERMANENT STORAGE AND RETENTION /DETENTION AREAS USED AS
PART OF THE TEMPORARY EROSION CONTROL AND WATER POLLUTION /FLOOD
ACTIVITIES AND CONVEYANCE SYSTEMS SHALL BE CLEANED OF ALL SILTS,
SAND AND OTHER MATERIALS FOLLOWING COMPLETION OF CONSTRUCTION AND
THE PERMANENT FACILITIES SHALL THEN BE COMPLETED INCLUDING
PERMANENT INFILTRATION AREAS.
4) HORIZONTAL AND VERTICAL CONTROLS /DATUM AS ADOPTED BY THE CITY SHALL
BE USED, UNLESS APPROVED OTHERWISE.
5) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING UNDERGROUND LOCATE AT
490 1- 800 - 424 -5555 A MINIMUM OF _48 HOURS PRIOR TO ANY EXCAVATION WORK.
6) ALL NON— FERROUS PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS
TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE
MARKER TAPE SHALL BE 4" WIDE MINIMUM PLASTIC NON— BIODEGRADABLE, METAL
CORE OR BACKING MARKED AND COLOR CODED FOR THE UTILITY TO BE MARKED AND
WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA
TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, FORCE MAINS AND
CURVED MAINS SHALL HAVE A 14 GAUGE COATED COPPER WIRE, WRAPPED AROUND
THE PIPE, BROUGHT UP, COATING STRIPPED, AND TIED OFF AT THE VALVE STEM
0R ,, MANHOLE RING. THE TAPE AND WIRE SHALL BE FURNISHED AND INSTALLED BY
THE' CONTRACTOR.
480
7) TEMPORARY STREET PATCHING MAY BE ALLOWED WITH THE APPROVAL OF THE
CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE AS DESCRIBED IN
CHAPTER 6.
V'IVD THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN(S) FOR REVIEW
DATUM ELEY APPROVAL BY THE CITY ENGINEER IN ACCORDANCE WITH THE MANUAL ON
0 475.00 iNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
Ntr'
Tc 9) THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED PLANS AND PERMITS
r'T THE CONSTRUCTION SITE AT ALL TIMES.
ntS, 10) SPECIAL STRUCTURES SHALL BE INSTALLED PER PLANS AND MANUFACTURERS'
RECOMMENDATIONS.
0 +00 11) ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY AND PERMANENT EROSION
CONTROL IN THE FORM OF VEGETATION ESTABLISHMENT SUCH AS GRASS SEEDING.
A MEANS SHALL BE ESTABLISHED TO PROTECT THE PERMANENT STORM DRAIN
Ll SYSTEM PRIOR TO ESTABLISHMENT OF THE PERMANENT EROSION CONTROL
MEASURES. THESE METHODS SHALL BE INCLUDED IN THE EROSION AND SEDIMENT
CONTROL PLANS IN ACCORDANCE WITH CHAPTER 5 OF THESE STANDARDS
12) CONSTRUCTION WORK HOURS SHALL BE RESTRICTED TO 7 A.M. T M' P. M.
CO TRACTOR TO FIELD CONFIRM MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED IN WRITING.
CATION OF EXISTING
END OF WATER MAIN FOR 13) THE CITY PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF
INSTALLATION OF 8" GATE 24 HOURS IN ADVANCE OF THE NEED FOR AN INSPECTION. EVERY EFFORT WILL
VALVE AT START OF EXTENSION , BE MADE TO ACCOMMODATE SAME —DAY INSPECTIONS IF THE CITY IS NOTIFIED
BEFORE 8 AM.
14) ALL PUBLIC WORKS INSPECTIONS SHOULD BE SCHEDULED BETWEEN THE HOURS
PER 3 OF 7.•30 AM AND 3:30 PM.
1%1aT-,.-S JAN 1 2000
r) tq0/
1VxV1
l I,IA Z M 4 i( L/ n!E - - - - - _ - - - - -- - - - -
Uri ,r o.W. 7a N /
g / —.r
S 4yo-4eA- m N .
e
CALL 48 HOURS BEFORE YOU DIG
1 -800- 424 -5555
FOR UNDERGROUND UTILITY LOCATE SERVICE
COVER
PLAN AND PROFILE
APPROVED
N017CE: Plans are approved axs+t kW
Orr Nrors of omissions. AM w * must '
pass inspection in conformance, with
ap oti0rltr
Datt:
Porn*
rr
PT
SHEET I OF
R
J
8" GA'
BLIND FLANGE
W/ THRUST BLOCKING
BLIND FLANGE
w / njo/ /cT Ql nl-vwl-
C900 PVC
MIN
3 " CROSS
UST BLOCKING
1 VALVES AND CROSS
2 ® 35th AND JACKMAN
SCHEMATIC ONLY — NO SCALE
8" C900 PVC
MAIN
SADDLE TAP
FOR SINGLE SERVICE
1" DOMESTIC LINE 5
MIN
PER 7 MIN CLEARAN
2
8 "x8 "x6" TEE W/ O
THRUST BLOCKING
8" GATE VALVE PFs,,, ,
W/ THRUST BLOCKING
FIRE HYDRANT
BLIND FLANGE W/ PER 2
THRUST BLOCKING
6" GATE VALVE
2 END OF MAIN EXTENSION
2 DETAIL
SCHEMATIC ONLY — NO SCALE
CAST IRON VAt VE
BOX 18" x 24' WITH
LID MARKED WATER
2" IRON BODY GATE
VALVE, MUELLER A- 2360 -08, OR
1 1/2 GRINNEL BRASS
HAND GATE VALVE, G -3000,
OR EQUIVALENT -c
STREET ELS.
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR STREET EL
CONNECTION, EQUAL TO
MUELLER #H9969,
OR EQUIVALENT
MAIN LINE +
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRED
ROMAC MODEL #2002S,
OR EQUIVALENT
STANDARD CONCRETE METER BOX
3 BACK OF CURB
2" GALVANIZED CAP
BLOCKING 2" GALVANIZED
PIPE TO FIT.—
2" 90' ELBOW --/
1/2 C.Y. GRAVEL -
BACKFILL FOR
DRAIN.
COVER GRAVEL WITH
15# FELT ROOFING
MATERIAL.
3 2" BL0WOFF2
SCHEMATIC ONLY — NO SCALE
THIS PROJECT IS LOCATED IN SECTION 2, TOWNSHIP 30 NORTH,
RANGE 1 WEST, W. M., IN THE CITY OF PORT 70WNSFND_
ON THE UNREDUCED DRAWING
THIS RECTANGLE IS ONE INCH
SQUARE
01/30/S03 /YESBERGER /WATER2.DWG
HORIZONTAL
SCALE
VERTICAL
SCALE
12" MIN.
WA RMAIN EXTENSION
PREPARED FOR.- YESB'ERGER
MUELLER CENTURY
FIRE HYDRANT
TWO 2 1/2"
MAX 4", NST PORTS
MIN 3
3"
7 CU. FT. MIN WASHED
GRAVEL PASSING 1 -1 2"
AND RETAINED ON 1 /4"
MESH FOR DRAIN
CONCRETE BLOCKING TO " "• "`x;
BE PLACED AGAINST
UNDISTURBED SOIL (TYP)
TO BE PLACED "
AGAINST UNDISTURBED
SOIL (TYP)
16" X 8" X 4" MIN
CONCRETE BLOCK
MJ WITH RESTRAINT
3/4" ALL THREAD ROD-
BLIND
FLANGE
1
45' BEND
221 /2' BEND
v
0A
BLIND
FLANGE
NST STEAMER PORT
4" STORTZ ADAPTER
18" MIN, 28" MAX
90' BEND
VALVE -BOX
CAST IRON TEE,
MEGA -LUG WITH 6" FLANGE
SIDE OUTLET
CONCRETE
BLOCKING
6" GATE VALVE
FL X MJ)
6" DUCTILE IRON
PIPE CLASS 52
CEMENT LINED
OR C -900 PVC
LT PLI
TEE
BLIND FLANGE
OR SMALLER SIZE PIPE
L
GATE VALVE
11 1/4' BEND CROSS
THRUST BLOCK - TABLE
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
SQUARE FEET
1
PIPE
SIZE
0
FT2
Q
FT2 FT2
a
FT2
@
FT2
Q
FT2,
4" 3 1 1 1 1 NONE
6" 4 4 2 1 1 NONE
8" 7 6 4 2 1 4
10" 11 10 6 3 2 6
12" 16 14 9 5 3 9
14" 22 19 12 6 3 12
16" 29 25 16 8 4 16
18" 36 31 20 10 5 20
20" 45 39 24 13 6 24
22" 54 47 29 15 8 29
24" 64 56 35 18 9 35
28" 87 76 48 24 12 48
30" 101 87 55 28 14 55
36 175 78 40 20 78
42" 197
125
71 107 55 27 107
48" 257 23 140 71 36 140
NOTES:
1. BEARING AREA OF CONCRETE THRUST -
BLOCK BASED ON 200 PSI PRESSURE
AND SAFE SOIL- BEARING LOAD OF
2,000 POUNDS PER SQUARE FOOT.
2. AREAS MUST BE ADJUSTED FOR OTHER
PIPE SIZES, PRESSURES, AND SOIL
CONDITIONS.
3. CONCRETE BLOCKING (CLASS 3000)
SHALL BE CAST IN PLACE AND HAVE
A MINIMUM OF 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 OF JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING
ADEQUATE TO WITHSTAND FULL TEST
PRESSURE UNDER ALL CONDITIONS OF
SERVICE.
6. MINIMUM ROD DIAMETER SHALL BE
3/4" ASTM A -307 WITH 36KS1 YIELD
STRENGTH.
5 THRUST BLOCKING2
SCHEMATIC ONLY — NO SCALE
SEE N01E 2
GUARD POST
O BREAK Al
FLANGE
I
GUARD POST
18"
rte
SEE NOTE 1 low
ELEVATION PLAN
FIRE HYDRANT GUARD POST
SEE NOTES 1 AND 2)
4 FIRE HYDRANT2
SCHEMATIC ONLY — NO SCALE
PVC WATER MA /NS SHALL BE AWWA C900, PIPE BEDDING FOR PVC WATER
CL 150 WITH SAME OUTSIDE DIMENSIONS AS MAINS SHALL BE CLEAN SAND /GRAVEL,
r DUCT /LE IRON PIPE. JOINTS SHALL BE RUBBER FREE FROM ORGANIC MATERIAL AND
RING & THICKENED BELL. SOLVENT WELD MEETING THE FOLLOWING GRADATION:
GLUED) JOINTS SHALL NOT BE USED. JOINTS
SH,4LL CONFORM TO ASTM D 3139 USING A SIEVE 9 PASSING
RESTRAINED RUBBER GASKET CONFORMING TO SIZE (BY WEIGHT)
ASTM F447. PIPE SHALL BE INSTALLED, TESTED,
DISINFECTED AND OTHERWISE COMPLY WITH THE
REQUIREMENTS OF SECTION 7 -11 OF THE WSDOT 314" 100STANDARDSPECIFICATIONS. PIPE FITTINGS AND 318" 70 — 100VALVESSHALLCOMPLYWITHSECTIONS9- 30.2(5) ,#4 55 — 100AND9 -30.3 RESPECTIVELY, OF THE WSDOT
STANDARD SPECIFICATIONS. VALVES SHALL BE #10 35 — 95
INSTALLED PER SECTION 7 -12. "EARS" ON VALVE #20 20 — 80
BOXES SHALL BE ALIGNED WITH THE AXIS OF THE #40 10 — 55
PIPE. ALL VALVES SHALL HAVE RESILIENT SEATS. #100 0 — 10
200 0 — 3
TRENCH BACKF /LL TO BE SELECT NATIVE MATERIAL IN
NON TRAFFIC AREAS AND CLEAN PIT RUN GRAVEL IN TRENCH WALLS MAY BE SLOPED
TRAFFIC AREAS, TRENCH BACKF/LL TO BE MOUNDED BACK ABOVE ELEV OF PIPE
2" IN NON TRAFFIC AREAS TO ALLOW FOR SETTLEMENT. BEDDING (BOTH SIDES)
PLACE 10 GA (MIN) INSULATED, \ TRENCH WALLS SHALL
SOLID CORE COPPER LOCATE WIRE BE VERTICAL BELOW
ALONGSIDE PIPE IN BOTTOM OF DITCH. ` THIS ELEVATION
BRING WIRE UP INTO VALVE BOXES 1 11
AND LEAVE SMALL COIL. PLACE BLUE 3 LIFTS, EACH COMPACTED
POLYETHYLENE MARKING TAPE WITH 6" TO 909 PRIOR TO PLACE — FOIL CORE DETECTABLE) IN
TRENCH 12' — 18" BELOW + MENT OF SUBSEQUENT LIFT
SURFACE OF GROUND. PIPE OD
SINGLE 3" (MIN COMPACTED
30 " DEPTH) LIFT
MAX)
PIPE BEDDING FOR PVC WATER MAINS
PER SPECS ABOVE, PLACED AS SHOWN
PIPE INVERT TO BE 3.0' BELOW THE DESIGN ELEV OF THE CENTERLINE OF THE ADJOINING
STREET OR 3.0' BELOW PROPOSED FINAL GROUND ELEV., WHICHEVER IS LOWER.
PIPE BEDDING SHALL BE COMPACTED TO 909 OF MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM TEST METHOD D 1557 (MODIFIED PROCTOR). TRENCH BACKF/LL SHALL BE
COMPACTED TO 959. WHERE MORE THAN 309 OF BACKF /LL MATERIAL IS RETAINED ON
A 314" SIEVE, SUCH RETAINED MATERIAL SHALL BE DISCARDED AND THE PROCTOR TEST
PERFORMED ON THE REMAINING MATERIAL.
6 PVC WATER MAIN TRENCH
2 SCHEMATIC ONLY — NO SCALE
REVISIONS DETAIL NUMBER DETAIL REFERENCES
CALL 48 HOURS BEFORE YOU DIG
DATE DESCRIPTION
4 BALLOON REFERENCES TO DETAILS INCLUDE TWO
NUMBERS. THE BOTTOM NUMBER IAITHE NUMBER 1 —8OO- 424 -5555OFTHEPAGEWHERETHEDETAILMBEFOUND.
THE TOP NUMBER IS THE NUMBER OF THAT DETAIL.
PACE NUMBER - FOR UNDERGROUND UTILITY LOCATE SERVICE
CARSON PVC METER BOX
MODEL ##1419, OR
EQUIVALENT
SHUT OFF WITH
LOCK WING GROUND KEY
110 COMPRESSION
MUELLER MODEL 825170,
OR EQUIVALENT
SERVICE PIPE -
TYPE K COPPER
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR 110 COMPRESSION
CONNECTION, EQUAL
TO MUELLER #H- 15028,
OR EQUAL
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRED
ROMAC MODEL #101S,
OR EQUIVALENT
ICUSTOMER
RESPONSIBILITY
i
i
6 "MIN PROPERTY
LINE
2'MAX
3/4 FEMALE
FLARE
I
J *
STOUBEOUT
CHECK VALVE
BED WITH PEA GRAVE
OR WASHED ROCK
X TO PROVIDE POSITIVE /
DRAIN OUT OF BOX *5E8%3 /4" METER
NOTE:
1. A PRESSURE REDUCING VALVE INSIDE A SEPARATE METER
BOX IS RECOMMENDED WHERE STATIC PRESSURE IS GREATER THAN 80 PSI.
2. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON
CUSTOMERS PROPERTY AT LEAST 3' FROM THE WATER METER BOX.
3. SIZE OF FITTINGS AND TAP SIZE SHALL BE AS REQUIRED FOR
THE TYPE OF SERVICE.
4. * INDICATES ITEMS TO BE INSTALLED BY CITY.
SINGLE SERVICE TAP2
SCHEMATIC ONLY — NO S(-AI F
APPROVED
NOT /CE: Plans are approved excepting
any errors or omissions. All work must
pass inspection in conformance with
ab
all app cab jeZod enlations
Date
Permit No
By:
CONSTRUCTION DETAILS tNlilRVE IN
LAND SURVEYING
WETLAND DELINEATION
DEVELOPMENT CONSULTING
rr
SHEET 2 OF 2
P.O. Box 2199
935 N 5th Ave.
Sequim, WA 98382
360) 681 -2161
NOTES:
1 GUARD POSTS SHALL BE 6' LONG, 8 "IN DIAMETER
PRECAST CONCRETE OR 6' LONG, 6" DIAM SCH 40,
CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED
WITH TWO COATS OF "RUST— O —LEUM" NO. 2766, HI
GLOSS YELLOW PAINT.
18" 2 TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF
FIRE HYDRANT OR 30" IF NOT ON LEVEL GROUND.
s" 3 VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC
42" I I DELINEATOR POST W /TWO REFLECTOR STRIPS. THEY
SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24"
I I DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST
I I THE LETTER "V" AND THE DISTANCE TO THE VALVE
I I SHALL BE STENCILED ON THE POST WITH 2" HIGH
I NUMERALS, WITH BLACK ENAMEL PAINT.
L J 4 VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL
VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS.
VALVE MARKER POST VALVE MARKER POSTS SHALL BE SET IN A SAFE AND
REASONABLY CONSPICUOUS LOCATION.
SEE NOTES 3, 4 AND 5) 5 VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARY
HYDRANT VALVES.
PVC WATER MA /NS SHALL BE AWWA C900, PIPE BEDDING FOR PVC WATER
CL 150 WITH SAME OUTSIDE DIMENSIONS AS MAINS SHALL BE CLEAN SAND /GRAVEL,
r DUCT /LE IRON PIPE. JOINTS SHALL BE RUBBER FREE FROM ORGANIC MATERIAL AND
RING & THICKENED BELL. SOLVENT WELD MEETING THE FOLLOWING GRADATION:
GLUED) JOINTS SHALL NOT BE USED. JOINTS
SH,4LL CONFORM TO ASTM D 3139 USING A SIEVE 9 PASSING
RESTRAINED RUBBER GASKET CONFORMING TO SIZE (BY WEIGHT)
ASTM F447. PIPE SHALL BE INSTALLED, TESTED,
DISINFECTED AND OTHERWISE COMPLY WITH THE
REQUIREMENTS OF SECTION 7 -11 OF THE WSDOT 314" 100STANDARDSPECIFICATIONS. PIPE FITTINGS AND 318" 70 — 100VALVESSHALLCOMPLYWITHSECTIONS9- 30.2(5) ,#4 55 — 100AND9 -30.3 RESPECTIVELY, OF THE WSDOT
STANDARD SPECIFICATIONS. VALVES SHALL BE #10 35 — 95
INSTALLED PER SECTION 7 -12. "EARS" ON VALVE #20 20 — 80
BOXES SHALL BE ALIGNED WITH THE AXIS OF THE #40 10 — 55
PIPE. ALL VALVES SHALL HAVE RESILIENT SEATS. #100 0 — 10
200 0 — 3
TRENCH BACKF /LL TO BE SELECT NATIVE MATERIAL IN
NON TRAFFIC AREAS AND CLEAN PIT RUN GRAVEL IN TRENCH WALLS MAY BE SLOPED
TRAFFIC AREAS, TRENCH BACKF/LL TO BE MOUNDED BACK ABOVE ELEV OF PIPE
2" IN NON TRAFFIC AREAS TO ALLOW FOR SETTLEMENT. BEDDING (BOTH SIDES)
PLACE 10 GA (MIN) INSULATED, \ TRENCH WALLS SHALL
SOLID CORE COPPER LOCATE WIRE BE VERTICAL BELOW
ALONGSIDE PIPE IN BOTTOM OF DITCH. ` THIS ELEVATION
BRING WIRE UP INTO VALVE BOXES 1 11
AND LEAVE SMALL COIL. PLACE BLUE 3 LIFTS, EACH COMPACTED
POLYETHYLENE MARKING TAPE WITH 6" TO 909 PRIOR TO PLACE — FOIL CORE DETECTABLE) IN
TRENCH 12' — 18" BELOW + MENT OF SUBSEQUENT LIFT
SURFACE OF GROUND. PIPE OD
SINGLE 3" (MIN COMPACTED
30 " DEPTH) LIFT
MAX)
PIPE BEDDING FOR PVC WATER MAINS
PER SPECS ABOVE, PLACED AS SHOWN
PIPE INVERT TO BE 3.0' BELOW THE DESIGN ELEV OF THE CENTERLINE OF THE ADJOINING
STREET OR 3.0' BELOW PROPOSED FINAL GROUND ELEV., WHICHEVER IS LOWER.
PIPE BEDDING SHALL BE COMPACTED TO 909 OF MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM TEST METHOD D 1557 (MODIFIED PROCTOR). TRENCH BACKF/LL SHALL BE
COMPACTED TO 959. WHERE MORE THAN 309 OF BACKF /LL MATERIAL IS RETAINED ON
A 314" SIEVE, SUCH RETAINED MATERIAL SHALL BE DISCARDED AND THE PROCTOR TEST
PERFORMED ON THE REMAINING MATERIAL.
6 PVC WATER MAIN TRENCH
2 SCHEMATIC ONLY — NO SCALE
REVISIONS DETAIL NUMBER DETAIL REFERENCES
CALL 48 HOURS BEFORE YOU DIG
DATE DESCRIPTION
4 BALLOON REFERENCES TO DETAILS INCLUDE TWO
NUMBERS. THE BOTTOM NUMBER IAITHE NUMBER 1 —8OO- 424 -5555OFTHEPAGEWHERETHEDETAILMBEFOUND.
THE TOP NUMBER IS THE NUMBER OF THAT DETAIL.
PACE NUMBER - FOR UNDERGROUND UTILITY LOCATE SERVICE
CARSON PVC METER BOX
MODEL ##1419, OR
EQUIVALENT
SHUT OFF WITH
LOCK WING GROUND KEY
110 COMPRESSION
MUELLER MODEL 825170,
OR EQUIVALENT
SERVICE PIPE -
TYPE K COPPER
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR 110 COMPRESSION
CONNECTION, EQUAL
TO MUELLER #H- 15028,
OR EQUAL
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRED
ROMAC MODEL #101S,
OR EQUIVALENT
ICUSTOMER
RESPONSIBILITY
i
i
6 "MIN PROPERTY
LINE
2'MAX
3/4 FEMALE
FLARE
I
J *
STOUBEOUT
CHECK VALVE
BED WITH PEA GRAVE
OR WASHED ROCK
X TO PROVIDE POSITIVE /
DRAIN OUT OF BOX *5E8%3 /4" METER
NOTE:
1. A PRESSURE REDUCING VALVE INSIDE A SEPARATE METER
BOX IS RECOMMENDED WHERE STATIC PRESSURE IS GREATER THAN 80 PSI.
2. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON
CUSTOMERS PROPERTY AT LEAST 3' FROM THE WATER METER BOX.
3. SIZE OF FITTINGS AND TAP SIZE SHALL BE AS REQUIRED FOR
THE TYPE OF SERVICE.
4. * INDICATES ITEMS TO BE INSTALLED BY CITY.
SINGLE SERVICE TAP2
SCHEMATIC ONLY — NO S(-AI F
APPROVED
NOT /CE: Plans are approved excepting
any errors or omissions. All work must
pass inspection in conformance with
ab
all app cab jeZod enlations
Date
Permit No
By:
CONSTRUCTION DETAILS tNlilRVE IN
LAND SURVEYING
WETLAND DELINEATION
DEVELOPMENT CONSULTING
rr
SHEET 2 OF 2
P.O. Box 2199
935 N 5th Ave.
Sequim, WA 98382
360) 681 -2161