town of coupeville
TRANSCRIPT
DECEPTION PASS
CRESCENTHARBOR
BAYDUGUALLA
ADMIRALTYBAY
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PENN COVE
FREELAND
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SR 20
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BAY
SKAGITBAY
STATE
OF WASHINGTON
QUINN. CLEMENTS
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TOWN OF COUPEVILLE2021 WATER & SEWER
SYSTEM IMPROVEMENTS COUPEVILLE, WA 98239
ISLAND COUNTYNOT TO SCALE
VICINITY MAPSCALE AS SHOWN
PROJECT INFORMATION:OWNER: TOWN OF COUPEVILLE
P.O. BOX 725COUPEVILLE, WA 98239PH: 360.678.4461
PROJECT ADDRESS:COUPEVILLE, WA 98239
CIVIL ENGINEER: QUIN CLEMENTS, P.E. &
JEFFREY TASOFF, P.E. DAVIDO CONSULTING GROUP, INC. P.O. BOX 1132 FREELAND, WA 98249 PH: 360.331.4131
PROJECTLOCATION
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SHEET INDEXSHEET
NO.PLANNO. SHEET TITLE
1 C100 COVER SHEET2 C101 SHEET INDEX3 C102 GENERAL NOTES4 C200 EXISTING CONDITIONS - PERKINS SOUTH5 C201 EXISTING CONDITIONS - PERKINS NORTH6 C300 TESC PLAN - PERKINS SOUTH7 C301 TESC PLAN - PERKINS NORTH8 C302 TESC DETAILS9 C303 TESC DETAILS
10 C400 WATER PLAN & PROFILE - NE PERKINS ST11 C401 WATER PLAN & PROFILE - NE PERKINS ST12 C402 WATER PLAN & PROFILE - NE PERKINS ST13 C403 WATER PLAN & PROFILE - NE PERKINS ST14 C404 WATER PLAN & PROFILE - NE PERKINS ST15 C405 WATER DETAILS16 C406 WATER DETAILS17 C407 WATER DETAILS18 C500 SEWER PLAN & PROFILE - NE PERKINS ST19 C501 SEWER PLAN & PROFILE - NE PERKINS ST20 C502 SEWER PLAN & PROFILE - NE PERKINS ST21 C503 SEWER PLAN & PROFILE - NE PERKINS ST22 C504 SEWER DETAILS23 C505 SEWER DETAILS23 C600 RESTORATION PLAN - PERKINS SOUTH24 C601 RESTORATION PLAN - PERKINS NORTH25 C602 RESTORATION DETAILS23 C603 RESTORATION DETAILS
050100 100 200
SCALE IN FEET
STATE
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Digitally signed by Quin Clements Date: 2021.03.26 15:51:37 -07'00'
STATE
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WATER NOTES:1. WATER MAINS, VALVES, FITTINGS, HYDRANTS, SERVICES, AND ALL OTHER COMPONENTS SHALL BE INSTALLED AND
PRESSURE TESTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ANDMUNICIPAL CONSTRUCTION, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, SECTION 7-09.
2. THE CONTRACTOR SHALL PROVIDE THE TOWN OF COUPEVILLE PUBLIC WORKS DEPARTMENT (360-678-4461,EXT. 110) MINIMUM OF 72 HOURS NOTICE OF ANY PLANNED CONNECTION TO AN EXISTING PIPELINE. THISINCLUDES LIVE TAPS. NOTICE IS REQUIRED SO ANY DISRUPTIONS TO EXISTING SERVICES CAN BE SCHEDULED.THE CONTRACTOR SHALL NOTIFY CUSTOMERS INVOLVED OR AFFECTED OF THE WATER SERVICEINTERRUPTION 24 HOURS IN ADVANCE OF THE INTERRUPTION. THE CONTRACTOR SHALL MAKE EVERYEFFORT TO SCHEDULE WATER MAIN CONSTRUCTION WITH A MINIMUM INTERRUPTION OF WATER SERVICE.
3. IN CERTAIN SITUATIONS, THE TOWN MAY DICTATE SCHEDULING OF WATER MAIN SHUTDOWNS SO AS NOTTO IMPOSE UNNECESSARY SHUTDOWNS DURING SPECIFIC PERIODS TO EXISTING CUSTOMERS.
4. ALL WATER MAINS 2" OR LESS SHALL BE POLYETHYLENE (PE). ALL OTHER WATER MAIN SIZES SHALL BE HIGHDENSITY POLYETHYLENE (HDPE) PIPE SDR 11, 200 PSI RATING WITH 4710 RESIN, AS SPECIFIED ON THE PLANS.HDPE JOINT SHALL BE WELDED BY BUTT FUSION. FIRE HYDRANT (FH) SERVICES SHALL BE DUCTILE IRON (DI)PIPE. DUCTILE IRON (DI) PIPE MAY BE USED IN PLACE OF HDPE SPECIFIED ON PLANS, UPON APPROVAL FROMTHE ENGINEER. HDPE PIPE SHALL BE BLACK PE 4710 MADE OF NEW RESINS AND MEETING THEREQUIREMENTS OF ASTM D 3350 CELLS CLASSIFICATION 345464C, ASTM F714, AWWA C901, AND AWWAC906. PROVISIONS FOR PIPE EXPANSION MUST BE ACCOUNTED FOR WHEN INSTALLING HDPE PIPING.
5. WATER MAIN FITTINGS SHALL BE DUCTILE IRON. DUCTILE IRON FITTINGS SHALL MEET THE REQUIREMENTSOF AWWA C153 AND JOINTS SHALL MEET THE REQUIREMENTS OF AWWA C111. DUCTILE IRON FITTINGSSHALL BE CEMENT MORTAR LINED, MEETING THE REQUIREMENTS OF AWWA C104. GASKETS FOR FLATFACED OR RAISED FACED FLANGES SHALL BE 1/8-INCH THICK NEOPRENE HAVING A DUROMETER OF 60 PLUSOR MINUS 5 OR 1/16-CLOTH INSERTED. THE TYPE, MATERIAL, AND IDENTIFICATION MARK FOR BOLTS ANDNUTS SHALL BE PROVIDED. BOLTS, NUTS, AND WASHERS USED FOR SECURING FITTINGS SHALL BE OFSIMILAR MATERIALS. STEEL BOLTS SHALL MEET THE REQUIREMENTS OF ASTM A 307 OR ASTM F 568 FORCARBON STEEL OR ASTM F 593 OR ASTM F 738 FOR STAINLESS STEEL. NUTS SHALL MEET THE REQUIREMENTSOF ASTM A 563 OR ASTM A 563 FOR CARBON STEEL OR ASTM F 594 OR ASTM F 836 FOR STAINLESS STEEL.IRON BOLTS AND NUTS SHALL MEET THE REQUIREMENTS OF ASTM A 536, GRADE 65-45-12.
6. ALL NON-METALLIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12TO 18 INCHES UNDER THE FINAL GROUND SURFACE. NO BREAKS OR SPLICES WILL BE ALLOWED. THEMARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING WHICH CAN BE DETECTED BY ASTANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TOTRACER TAPE, INSTALL 14 GAUGE COATED COPPER WIRE, TAPED TO THE TOP OF PIPE, BROUGHT UP ANDTIED OFF AT VALVE BODY. A CONTINUOUS LOOP SHALL BE PLACED FROM THE MAIN LINE TO THE METER BOXAND BACK TO THE MAIN LINE.
7. THE MINIMUM COVER FOR ALL WATER MAINS FROM TOP OF PIPE TO FINISH GRADE SHALL BE 36 INCHESUNLESS OTHERWISE APPROVED BY THE ENGINEER.
8. ALL VALVES AND FITTINGS SHALL BE DUCTILE IRON WITH ANSI FLANGES OR MECHANICAL JOINT ENDS. ALLEXISTING VALVES SHALL BE OPERATED BY TOWN PERSONNEL. VALVE BOXES SHALL BE INSTALLED ON ALLBURIED VALVES. THE BOX SHALL BE OF CAST IRON, TWO-PIECE SLIP TYPE, 5-1/4 INCH SHAFT, WITH A BASECORRESPONDING TO THE SIZE OF THE VALVE. THE COVER SHALL HAVE THE WORD "WATER" CAST IN IT. THEVALVE BOX SHALL BE TYLER PIPE 6855 SERIES OR EQUAL APPROVED BY THE ENGINEER. THE COVER SHALL BEA TYLER PIPE STANDARD DROP LID 145325 OR EQUAL APPROVED BY THE ENGINEER.
9. GATE VALVES, 6 INCH TO 12 INCH. THE DESIGN, MATERIALS AND WORKMANSHIP OF ALL GATE VALVES SHALLCONFORM TO, OR EXCEED THE REQUIREMENTS OF AWWA C509-80 LATEST REVISION. GATES VALVES SHALLBE RESILIENT SEAT NON-RISING STEM (NRS) WITH TWO INTERNAL O-RING STEM SEALS. GATE VALVES SHALLBE MUELLER A-2360. GATE VALVES SHALL BE USED ON ALL 6 TO 12 INCH LINES.
10. VALVE BOX. ALL VALVES SHALL HAVE A STANDARD CAST IRON WATER VALVE BOX SET TO GRADE. IF VALVESARE NOT SET IN PAVED AREA, A 2 FOOT BY 2 FOOT BY 4 INCH CONCRETE/ASPHALT PAD SHALL BE SETAROUND EACH VALVE BOX AT FINISHED GRADE. IN AREAS WHERE VALVE BOX FALLS IN ROAD SHOULDER,THE DITCH AND SHOULDER SHALL BE GRADED BEFORE PLACING ASPHALT OR CONCRETE PAD.
11. VALVE MARKER POST. VALVE MARKER POSTS SHALL BE 4 INCH X 4 INCH WITH A 6-1/4" X 6-1/4" REINFORCEDCONCRETE BASE OR SCHEDULE 40 STEEL POSTS 5 FEET LONG, WITH 2 FOOT MINIMUM BURY, STAMPEDWITH "V" AND DISTANCE TO VALVE SHALL BE PAINTED WITH NEATLY STENCILED WHITE ENAMEL NUMBERS1" IN HEIGHT. POST SHALL BE PAINTED WITH 1 BASE COAT AND 2 COATS BLUE OIL BASE ENAMEL.
12. WATER METERS TO BE RELOCATED TO THE ROW/PL BOUNDARY LINE AS INDICATED. PROVIDE NEW PEPIPING AS NEEDED TO RECONNECT TO EX WATER SERVICE PIPE ON SUBJECT PROPERTY. CONTRACTOR TOPROVIDE COUPLERS AND ADAPTERS AS NEEDED.
13. WATER MAINS PARALLEL TO A SEWER SHALL BE INSTALLED ABOVE AND SEPARATED BY A DISTANCE OF ATLEAST TEN FEET HORIZONTALLY. UNDER UNUSUAL CIRCUMSTANCES, THE SPACING MAY BE ADJUSTED,SUBJECT TO THE APPROVAL OF THE TOWN. WATER MAINS CROSSING SEWERS SHOULD BE NOT LESS THAN18 INCHES ABOVE THE SEWER. WHERE IT IS NECESSARY FOR A SEWER TO CROSS WITHIN 18 INCHES, OROVER THE WATER MAIN, PROTECTIVE MEASURES PER THE DOE CRITERIA FOR SEWAGE WORKS DESIGN(ORANGE BOOK) SHALL BE TAKEN.
14. WATER SERVICE LINE PIPING LEADING FROM THE METER TO THE PREMISES SHALL BE LAID NOT LESS THAN24 INCHES BELOW THE SURFACE OF THE GROUND. WATER SERVICE LINE PIPES OR ANY UNDERGROUNDWATER PIPES SHALL NOT BE LAID IN THE SAME TRENCH WITH BUILDING SEWER OR DRAINAGE PIPING.WATER SERVICE LINE PIPE PARALLEL TO BUILDING SEWERS OR DRAINAGE PIPING SHALL NORMALLY BEABOVE AND SEPARATED BY A DISTANCE OF AT LEAST TEN FEET HORIZONTALLY, UNLESS OTHERWISEAPPROVED BY THE TOWN.
15. WATER MAINS TO SHALL BE PROPERLY DISINFECTED, FLUSHED, AND HAVE A SATISFACTORYBACTERIOLOGICAL TEST RESULTS FOR A WATER SAMPLE COLLECTED FROM THE PIPE.
UNANTICIPATED DISCOVERY PLAN:1. IN THE EVENT THAT ANY GROUND DISTURBING ACTIVITIES UNCOVER PROTECTED CULTURAL MATERIALS
(E.G., BONES, SHELL, STONE, OR ANTLER TOOLS), ALL WORK IN THE IMMEDIATE VICINITY SHOULD STOP, THEAREA SHOULD BE SECURED AND ANY EQUIPMENT MOVED TO A SAFE DISTANCE AWAY FROM THELOCATION.
2. THE WASHINGTON STATE ARCHAEOLOGIST AT THE DEPARTMENT OF ARCHAEOLOGY AND HISTORICPRESERVATION (DAHP), AND INTERESTED TRIBES (SWINOMISH AND TULALIP TRIBES) SHALL BE NOTIFIEDIMMEDIATELY. IF HUMAN REMAINS ARE UNCOVERED, ALL WORK SHALL CEASE IMMEDIATELY INACCORDANCE WITH THE NATIVE AMERICAN GRAVES PROTECTION AND REPATRIATION ACT OF 1990(NAGPRA) AND WASHINGTON STATE STATUTES RCW 27.44. THE AREA AROUND THE DISCOVERY SHALL BESECURED AND THE ISLAND COUNTY ENFORCEMENT AGENCY AND STATE ARCHEOLOGIST AT DAHP SHALL BENOTIFIED IMMEDIATELY.
3. IT IS ASSUMED THAT NO ARTIFACTS WILL BE FOUND THAT WILL IMPACT THE PROJECT. IMPACTS TO THEPROJECT BASED UP ON FOUND ARTIFACTS WILL BE HANDLED BY A FORCE ACCOUNT.
EROSION AND SEDIMENTATION CONTROL (ESC) NOTES:1. THE CONTRACTOR SHALL MEET TOWN OF COUPEVILLE STANDARDS AND REQUIREMENTS BY USING
APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) PER THE LATEST EDITION OF THE DOESTORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW) FOR EROSION ANDSEDIMENTATION CONTROL.
2. EROSION ON- AND OFF-SITE. DURING AND AFTER CONSTRUCTION, THE CONTRACTOR SHALL MINIMIZEEROSION AND SEDIMENTATION ON-SITE AND SHALL PROTECT PROPERTIES AND WATER COURSESDOWNSTREAM FROM THE SITE FROM EROSION DUE TO INCREASES IN THE VELOCITY AND PEAK FLOW RATEOF STORM WATER RUNOFF FROM THE SITE.
3. TRANSPORT OF SEDIMENT. THE CONTRACTOR SHALL PREVENT THE TRANSPORT OF SEDIMENT FROM THESITE AS NECESSARYTHROUGH MEASURES SUCH AS MULCHING, MATTING, COVERING, SILT FENCES,INTERCEPTOR DIKES AND SWALES, SEDIMENT TRAPS, SETTLING PONDS AND PROTECTIVE BERMS USING THEFOLLOWING BMPS: FILTER FENCE, STRAW BALE BARRIER, GRAVEL FILTER BERM, SEDIMENT TRAP,TEMPORARY SEDIMENT POND, PRESERVING NATURAL VEGETATION, AND/OR BUFFER ZONES. TRANSPORTOF SEDIMENT ONTO PAVED SURFACES SHALL BE MINIMIZED, AND IF SEDIMENT IS TRANSPORTED ONTO APAVED SURFACE, THE PAVED SURFACE SHALL BE CLEANED AT THE END OF EACH DAY IN ACCORDANCE WITHBMPS IN THE SWMMWW, OR APPROVED BY THE DIRECTOR.
4. STABILIZING EXPOSED SOIL. THE CONTRACTOR SHALL PREVENT ON-SITE EROSION BY STABILIZING ALL SOILSTHAT ARE TEMPORARILY EXPOSED AND NOT BEING ACTIVELY WORKED, THROUGH SUCH METHODS AS THEINSTALLATION OF SEEDING, MULCHING, MATTING AND COVERING. CONTRACTOR SHALL APPLY ONE ORMORE OF THE FOLLOWING TEMPORARY ESC BMPS: TEMP SEEDING, MULCHING AND MATTING, CLEARPLASTIC COVERING, AND/OR DUST CONTROL.
5. DENUDED AREAS SHALL BE STABILIZED AND SOIL STOCKPILES USED AS NECESSARY AS ESTABLISHED IN THESWMMWW.
6. STORM DRAIN INLETS SHALL BE PROTECTED USING BMP STORM DRAIN INLET PROTECTION. THERECOMMENDED INLET PROTECTION ALTERNATIVES ARE TRIANGULAR SILT DIKES; BIOLOGS; EXERTS (FOSSENVIRONMENTAL); DANDY BAGS; AND, STRAW WATTLES.
7. NO MORE THAN THREE HUNDRED (300) FEET OF TRENCH MAY REMAIN OPEN AT ONE TIME. EXCAVATEDMATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, UNLESS INCONSISTENT WITH SAFETY ORSITE CONSTRAINTS.
8. DISCHARGE FROM DEWATERING DEVICES. WATER FROM A DEWATERING DEVICE SHALL DISCHARGE INTO ASEDIMENT-RETENTION BMP.
9. MAINTENANCE AND REPAIR OF EROSION AND SEDIMENTATION CONTROL MEASURES. THE CONTRACTORSHALL MAINTAIN AND REPAIR AS NECESSARY ALL TEMPORARY AND PERMANENT EROSION ANDSEDIMENTATION CONTROL BMPS TO ASSURE THEIR CONTINUED PERFORMANCE.
10. TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED UNTIL FINAL SITESTABILIZATION.
11. SILT FENCING IS NOT SHOWN ON THE TESC PLANS FOR EACH WATER AND SEWER SERVICE CONNECTION, BUTSHALL BE APPLIED AS NECESSARY.
12. THE TESC PLANS ARE TO SERVE AS A GUIDE ONLY. THE CONTRACTOR SHALL SUPPLEMENT EROSION ANDSEDIMENT CONTROL MEASURES SHOWN HEREIN WITH ADDITIONAL MEASURES AS NECESSARY.
GENERAL NOTES:1. THE CONTRACTOR SHALL NOTIFY TOWN OF COUPEVILLE PUBLIC WORKS DEPARTMENT (360) 678-4461 EXT.
110 A MINIMUM OF 72 HOURS PRIOR TO STARTING ANY WORK.
2. THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY LOCATE CENTER AT 1-800-424-5555 AT LEAST48 HOURS PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL PROTECT IN PLACE, ALL UTILITIES, STRUCTURES AND FEATURES, WHETHER OR NOTSHOWN ON THESE PLANS. ANY DAMAGE TO EXISTING UTILITIES OR FEATURES SHALL BE REPAIRED AT THECONTRACTOR'S EXPENSE.
4. LOCATIONS OF EXISTING FEATURES AND UTILITIES AS SHOWN ON THESE DRAWINGS ARE APPROXIMATEAND BASED ON THE BEST AVAILABLE INFORMATION. ACTUAL LOCATIONS SHALL BE DETERMINED BY THECONTRACTOR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION.
6. ALL WORK SHALL CONFORM TO CURRENT APPROVED STANDARD PLANS AND WSDOT/APWA STANDARDSPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.
7. THE CONTRACTOR SHALL BE REQUIRED TO KEEP ACCURATE AS-BUILT DRAWINGS AND DELIVER THISINFORMATION TO THE TOWN FOR PREPARATION OF AS-BUILT DRAWINGS.
8. UTILITY SERVICE INTERRUPTIONS SHALL NOT EXCEED EIGHT HOURS.
9. 24 HOUR NOTICE SHALL BE PROVIDED TO ALL PROPERTY OWNERS/OCCUPANTS OF ANY UTILITY SERVICE ORACCESS INTERRUPTIONS.
10. FOR WORK ON NE PERKINS ST, THE CONTRACTOR WILL BE ALLOWED TO CLOSE THE ROAD TO THROUGHTRAFFIC CONTINGENT ON THEIR ABILITY TO MAINTAIN FULL ACCESS TO LOCAL TRAFFIC, INCLUDINGDELIVERIES AND EMERGENCY VEHICLES.
11. THE CONTRACTOR SHALL PROVIDE FLAGGERS, SIGNS, AND OTHER TRAFFIC CONTROL DEVICES NOTOTHERWISE SPECIFIED AS BEING FURNISHED BY THE CONTRACTING AGENCY. THE CONTRACTOR SHALLERECT AND MAINTAIN ALL CONSTRUCTION SIGNS, WARNING SIGNS, AND OTHER TRAFFIC CONTROL DEVICESNECESSARY. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH WSDOT, MUTCD, ANDREQUIREMENTS OF THE TOWN OF COUPEVILLE PUBLIC WORKS DEPARTMENT.
12. ACCESS TO PRIVATE PROPERTY SHALL BE RESTORED DAILY.
13. LANDSCAPING/GROUND-SURFACE RESTORATION SHALL BE IN KIND RESTORATION.
14. ROADSIDE DITCHES THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED IN KIND TO MATCHTHE ADJACENT DITCH GEOMETRY THAT EXISTED PRIOR TO DISTURBANCE.
SANITARY SEWER NOTES:1. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED
BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. SURVEYS SHALL BE PERFORMED BY ASURVEYOR LICENSED BY THE STATE OF WASHINGTON.
2. SANITARY SEWER MAINS SHALL BE CONSTRUCTED OF PVC, ASTM D-3034 SDR-35. PIPES SHALL HAVEFLEXIBLE JOINTS. THE MINIMUM COVER OVER ALL SEWER MAINS SHALL BE FIVE FEET.
3. ALL SEWER PIPE SHALL BE BEDDED. BEDDING MATERIAL SHALL CONFORM TO "BEDDING MATERIAL FORRIGID PIPE" AS SPECIFIED IN SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. BEDDING SHALL BEPLACED TO A MINIMUM DEPTH OF 6-INCHES UNDER THE BARREL OF THE PIPE AND 4-INCHES OVER THECROWN BEDDING SHALL BE PLACED IN MORE THAN ONE LIFT. THE FIRST LIFT, TO PROVIDE AT LEAST 6INCHES THICKNESS UNDER THE BARREL OF THE PIPE, SHALL BE PLACED BEFORE THE PIPE IS INSTALLED ANDSHALL BE SPREAD SMOOTHLY SO THAT THE PIPE IS UNIFORMLY SUPPORTED ALONG THE BARREL.
4. TRENCH BACKFILL SHALL BE EXCAVATED NATIVE MATERIAL CONFORMING TO SECTION 9-03.15 OR BANKRUN GRAVEL FOR TRENCH BACKFILL CONFORMING TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS,DEPENDING ON THE SUITABILITY OF THE NATIVE MATERIAL TO COMPACTION. SUITABLE NATIVE MATERIALSHALL BE FREE FROM MUD, MUCK, ORGANIC MATTER, BROKEN PAVEMENT, ROCKS GREATER THAN 6-INCHDIMENSION, AND OTHER DELETERIOUS MATERIAL, AND MUST BE CAPABLE OF COMPACTION TO THEREQUIRED DENSITY AT THE TIME OF PLACEMENT. IF THE NATIVE MATERIAL CANNOT BE READILYCOMPACTED TO THE SPECIFIED DENSITY, ONLY BANK RUN GRAVEL SHALL BE UTILIZED AND ANYINSUFFICIENTLY COMPACTED NATIVE MATERIAL SHALL BE REMOVED AND REPLACED WITH BANK RUNGRAVEL. THE NATIVE MATERIAL SHALL ONLY BE USED AND REMAIN IN PLACE IF INSITU COMPACTIONTESTING PROVIDES SUFFICIENT EVIDENCE THAT THE SPECIFIED COMPACTION IS UNIFORMLY ATTAINED.
BACKFILL DIRECTLY OVER THE PIPE TO A DISTANCE OF TWO (2) FEET ABOVE THE PIPE SHALL BE HANDTAMPED ONLY. ABOVE THIS LEVEL, BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES IN LOOSEDEPTH, AND EACH LIFT SHALL BE MECHANICALLY COMPACTED TO THE FOLLOWING DENSITIES:
- ABOVE TWO (2) FEET ABOVE THE CROWN OF THE PIPE IN UNIMPROVED AREAS - 90 PERCENT OFMAXIMUM DENSITY.
- ABOVE TWO (2) FEET ABOVE THE CROWN OF THE PIPE IN AREAS TO BE PAVED (ROADWAY AND/ORSIDEWALK) - 95 PERCENT OF MAXIMUM DENSITY.
5. SANITARY SIDE SEWER LOCATION BASED ON BEST AVAILABLE TOWN PROVIDED INFORMATION.CONTRACTOR TO FIELD VERIFY LOCATION OF SANITARY SIDE SEWER AT ROW. INSTALL SANITARY SIDESEWER PER TOWN STANDARD.
6. THE CONTRACTOR SHALL MEET SPECIFICATIONS FROM THE DEPARTMENT OF ECOLOGY (DOE) “CRITERIA FORSEWAGE WORKS DESIGN” SECTION C1-9, REGARDING SEPARATION REQUIREMENTS OF WATER PIPES(POTABLE PIPES) AND SEWER PIPES (NON-POTABLE PIPES), INCLUDING BUT NOT LIMITED TO VERTICAL ANDHORIZONTAL SEPARATION REQUIREMENTS AS WELL AS ANY CASING REQUIREMENTS THAT ARE REQUIREDWHEN LESS THAN REQUIRED SEPARATION IS FEASIBLE.
W W
SSS
SAWCUT ASPHALT
CIVIL PROPOSED LEGEND:
PROPOSED ASPHALT PAVEMENT
PROPOSED GRAVEL SURFACING
EXISTING ASPHALT PAVEMENT
PROPOSED SIDE SEWER PIPE
PROPOSED WATER SERVICE PIPE
PROPERTY BOUNDARY
W W
SS
SD EXISTING STORM PIPEEXISTING SEWER PIPEEXISTING WATER PIPEEXISTING/PROPOSED CENTERLINE
AIR
BO
AIR RELEASE VALVE
BLOW OFF VALVE
GATE VALVETHRUST BLOCKING
TYPICAL FITTING/BEND (FL)
WATER METER
TYPICAL FITTING/BEND (MJ)AC = AESBESTOS CONCRETEAPPROX = APPROXIMATELYAPWA = AMERICAN PUBLIC WORKS
ASSOCIATIONAWWA = AMERICAN WATER WORKS
ASSOCIATIONBO = BLOWOFF VALVECB = CATCH BASINCI = CAST IRONCL = CENTER LINEC/L = CENTER LINECONC = CONCRETECT = COURTCTS = COPPER TUBE SIZECU. YD = CUBIC YARDCULV = CULVERTDI = DUCTILE IRONDIA = DIAMETERDIP = DUCTILE IRON PIPEDOE = DEPARTMENT OF ECOLOGYDWY = DRIVEWAYEP = EDGE OF PAVEMENTEG = EXISTING GRADEEX = EXISTINGFH = FIRE HYDRANTFL = FLANGEFL = FLOW LINEGA = GAUGEGRVL = GRAVELGV = GATE VALVEGVS = GATE VALVESGW = GROUND WATERH = HORIZONTALHDPE = HIGH-DENSITY POLYETHYLENEIE = INVERT ELEVATIONINT = INTERSECTIONLF = LINEAL FEETLOC = LOCATIONLT = LEFTMAX = MAXIMUMMB = MAILBOXMH = MANHOLEMIN = MINIMUMMJ = MECHANICAL JOINTMON = MONUMENTMPH = MILES PER HOUR
FOUND REBAR AS DESCRIBED
FOUND PLAT MONUMENT AS DESCRIBEDTEMPORARY VERTICAL BENCHMARK
FOUND IRON PIPE AS DESCRIBED
CALCULATED POSITION
S SANITARY SEWER MANHOLEWATER METERWATER VALVE
SEWER LINEUNDERGROUND POWERUNDERGROUND TELEPHONE
WATER LINE
CHAIN LINK FENCE
MAIL BOXFLOW ARROW
LUMINAIRE
F
C
POWER POLEPOWER POLE WITH DROPPOLE ANCHOR
CEDAR TREEFIR TREEDECIDUOUS TREE
OP
W
PROPERTY LINE
OVERHEAD POWERSS
UP
UT
RIGHT-OF-WAY LINERIGHT-OF-WAY CENTERLINE
CULVERT PIPE
SIGN POST
SWALE/DITCH CENTERLINE
GENERIC SIGNCONIFER TREE
WOOD FENCE
WIRE FENCE
SURVEY LEGEND:
MUTCD = MANUAL ON UNIFORM TRAFFICCONTROL DEVICES
NST = NON-STANDARD THREADNTS = NOT TO SCALEOD = OUTSIDE DIAMETEROHW = ORDINARY HIGH WATERPE = POLYETHYLENEPL = PROPERTY LINEPO = PUSH-ONPSI = POUNDS PER SQUARE INCHPT = POINT OF TANGENCYPVC = POLYVINYL CHLORIDEPVMT = PAVEMENTR = RADIUSRD = ROADROW = RIGHT OF WAYRT = RIGHTSCH = SCHEDULESD = STORM DRAINSDR = STANDARD DIMENSION RATIOSEC = SECTIONSF = SQUARE FEETSPECS = SPECIFICATIONSSS = SANITARY SEWERSSMH = SANITARY SEWER MANHOLESSS = SANITARY SIDE SEWERST = STREETSTA = STATIONSTD = STANDARDSWMMWW = STORMWATER MANAGEMENT
MANUAL FOR WESTERN WASHINGTONTEL = TELEPHONETOC = TOWN OF COUPEVILLETP = TELEPHONE POLETYP = TYPICALUT = UNDERGROUND TELEPHONEV = VERTICALW/ = WITHWM = WATER MAINWSDOT = WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION
SS PROPOSED SEWER MAINPROPOSED WATER MAINW W
WM
FIRE HYDRANT
TYPE 1 SEWER MHABBREVATIONS:
FH
Digitally signed by Quin Clements Date: 2021.03.26 15:51:58 -07'00'
PP
PP
PP
PP
PP
PP
PP
PP
P
68.25' (68.28' PLAT)
M4"
6"
14"
6"
I.E.=46.90I.E.=48.03
I.E.=50.65
I.E.=51.98
I.E.=43.44I.E.=46.18
I.E.=47.19
I.E.=50.86
I.E.=52.42I.E.=55.38I.E.=57.17
C6"
YD
F3"
F6"
F6"
F6"
F30"
P(2) 8"
C42"
C42"
P
P
P
P
P
P
P
P
P
P
W
WW
WW
W
W WW
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W
UP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
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P
P
P
P
P
P
P
P P P P P P P P P P P P P P P P P P P P
W
UP
UP
UP
UP
UP
UPUP
N81
°07'
41"W
87.7
7'
S600
60
S8
S6005-00-07001-0IKOMA
607 NE PERKINS STS60
05-0
0-07
004-
0S
HE
EH
AN
619
NE
PE
RK
INS
ST
S6005-00-08000-0
UNKNOWN OWNERSHIPGAP
NO
RTH
LIN
E, P
LAT
OF
SU
NS
ET
TER
RA
CE
AD
DIT
ION
CE
NTE
RLI
NE
OF
VA
CA
TED
HO
UG
HTO
N S
TRE
ET
PE
R S
UR
VE
YS
IN P
LAT
OF
AC
AD
EM
Y A
DD
ITIO
N
S8270-00-0G001-0THOMPSON
605 NE PERKINS ST
S8270-00-0G009-0DAVES
603 NE PERKINS ST
S8270-00-0G008-0GRIESSE
503 NE PERKINS ST
S8270-00-0G007-0KENDALL
812 NE PENNINGTON LOOP
S8270-00-0F002-2BLOOMQUIST
704 NE PERKINS ST
S8270-00-0F003-0BAILEY
701 NE OTIS STS8270-00-0F004-1
JOHNSON604 NE PERKINS ST
S8270-00-0F006-0SEFTON
602 NE PERKINS ST
S8270-00-0F007-1DROE
706 NE 6TH ST
N88
°32'
32"W
207.
84'
S8270-00-0E005-0VANICELLI
801 NE 6TH ST
S8270-00-0E004-0JOLLY
N49°3
0'29"
W
SWALE C
L
T=12
4.75
' (12
4.31
' PLA
T)
FOG
EOP
FOG
EOP
8"CONC
MB
SWAL
E CL
N88
°41'
27"W
398
.36'
(398
.00'
PLA
T)
12"
CO
NC
Δ=3
9°10
'58"
L=23
9.70
' R=3
50.5
1' 24
7.10'
(246
.20' P
LAT)
N16°23'01"E
MB
SIN
GLE
DAS
HLA
NE
STR
IPE
FOG
FOG
EOP
EOP
30'
30'
30'
30'
R/W
R/W
R/W
R/W
100.06' (100' PLAT)
N81
°07'
41"W
165.
26' (
165.
29' 'P
LAT)
YIELD SIGN
Δ=76°00'36" L=152.56' R=115.00'
N1°22'19"E
Δ=99°21'17" L=169.94' R=98.00'N24°43'00"E2.59'
169.10' (169.13' PLAT)
I.E.=95.32
I.E.=97.71
6-FT HIGH WOOD FENCEON 6" WIDE CONC WALL
98
97
99
96
95BLACKBERRIES
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
W
W
W
W
W
BLACKBERRIES
6-FT HIGH HOGWIRE FENCE
W
W
W
W
W
W
ROCK WALL
JUNIPER BUSHES
12" CPP
F28"
F12"
F14"
F12"
F8"
F16"
26"
UP
12" CONC
SWALE CL
UTUTTV
TV
LANDSCAPE
N1°29'27"E (SEE SURVEY NOTE 8)
UP
UT U
PU
T TV UT
85
80
80
75
70
65
60
55
50 45 44
50
45
PLANTER
12" CONC
90
95
90
SWALE CL
BLACKBERRIES CONCDRIVEWAY
MOWEDACCESS
GRAVELGRAVEL
GRAVEL
GRAVEL
GRAVEL
±6-FT WIDEHEDGE
FOUND 3/4" OUTSIDE DIAMETER IRONPIPE WITH CAP MARKED "DPAC 15640"EXPOSED 0.2 FT AND LEANING SLIGHTLYWEST. REFERENCE SURVEY AFN900113583.
12" CMPQUARRY SPALLS
QUARRY SPALLS
BLACKBERRIES
ADDRESSSIGN
RAILROAD TIEPLANTER
30'
30'
FOUND 1-3/4" OUTSIDE DIAMETERIRON PIPE EXPOSED 0.4 FEET.
FOUND 1-3/4" OUTSIDEDIAMETER IRON PIPE
89
100
95
97
100
90
75
70 6055
55 47
43
42
MON 2
MON 3
MON 4
12" CMP
SWALE CL
SS
SEOP
EOP
R/W
R/W
R/W
R/W
EOP
EOP
30'
30'
APPROXIMATE WATER LINE LOCATIONNO PAINT MARKS VISIBLE DURING SURVEY
SEE SURVEY NOTE 7.
I.E.=88.36
I.E.=87.66
NEPLARE
THHAEVWE
TBM 1SSMH 4269
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
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Fax
: 3
60
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: 3
60
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8-4
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WA
98
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3/26/21
TO
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OF
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P.O
. Box
113
2Fr
eela
nd, W
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8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
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FOUND REBAR AS DESCRIBED
FOUND PLAT MONUMENT AS DESCRIBEDTEMPORARY VERTICAL BENCHMARK
1. BASIS OF BEARINGS: GRID NORTH, WASHINGTON COORDINATE SYSTEM NORTH ZONE,BASED ON GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) OBSERVATIONS.
2. VERTICAL DATUM: NAVD88, BASED ON GNSS OBSERVATIONS.
3. THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE WITH A 3-SECOND ELECTRONICDIGITAL TOTAL STATION AND REAL-TIME KINEMATIC GLOBAL NAVIGATION SATELLITESYSTEM (GNSS) DATA CORRECTED WITH THE WASHINGTON STATE REFERENCENETWORK.
4. ALL DISTANCES ARE IN INTERNATIONAL SURVEY FEET AND DECIMALS THEREOF.
5. ALL CONTROLLING MONUMENTS SHOWN ARE OF RECORD, ARE LOCALLY ACCEPTED ASREPRESENTATIVE OF THEIR PURPORTED POSITIONS, AND WERE VISITED DURING THECOURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
6. ALL UNDERGROUND UTILITY LOCATIONS ARE BASED ON STRUCTURES LOCATED BYFIELD MEASUREMENTS AND BY UTILITY LOCATE PAINT MARKS PROVIDED BY THE TOWNOF COUPEVILLE PRIOR TO THE SURVEY. THE SURVEYOR MAKES NO GUARANTEE THATTHE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DOES NOT WARRANT THAT THEUNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGHHE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THEINFORMATION PROVIDED. ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BEVERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION.
7. THE WATER LINE SHOWN ON NE 9TH STREET AND NE 6TH STREET/PENNINGTON LOOPWAS NOT MARKED WITH PAINT MARKS PRIOR TO THE SURVEY. THE LOCATION SHOWN ISAPPROXIMATE BASED ON BEST AVAILABLE INFORMATION EITHER IN THE FIELD OR BYASBUILT INFORMATION PROVIDED.
8. THE RIGHT-OF-WAY CENTERLINE FOR NE PERKINS STREET IS A RETRACEMENT BASEDON FOUND MONUMENTATION (SEE MONUMENT DATA, THIS SHEET) DEPICTED BYSURVEYS WITHIN THE PLAT OF ACADEMY ADDITION TO COUPEVILLE AND THE PLAT OFSUNSET TERRACE ADDITION. SUNSET TERRACE ADDITION BEING A REPLAT OF APORTION OF SAID ACADEMY ADDITION. THIS SURVEY HOLDS THE RELATIONSHIPESTABLISHED FROM FOUND MONUMENATION RELATING TO THE PLAT OF SUNSETTERRACE AT THE SOUTHERLY PORTION OF NE PERKINS STREET PER SURVEYRECORDED UNDER AFN 90013585. AN ANGLE POINT IN THE RIGHT-OF-WAY CENTERLINEWAS INTRODUCED AT MONUMENT 4 AND THE CENTERLINE NORTHERLY OF THIS POINT ISBASED ON A 60-FOOT WIDE RIGHT-OF-WAY HOLDING MONUMENT 4 AND THE POSITION OFMONUMENT 5 AS THE SOUTHWEST CORNER OF BLOCK 5, PLAT OF ACADEMY ADDITIONTO COUPEVILLE AS SHOWN PER SURVEYS RECORDED UNDER AFN 288968 AND AFN312836. WHILE RECORD SURVEYS ON THE EAST AND WEST SIDES OF NE PERKINSSTREET VARY IN THEIR APPROACH TO ESTABLISHING PLATTED LINES, THE APPROACHUSED FOR THIS SURVEY CREATES THE CONSISTENCY IN NORTH-SOUTH ALIGNMENT OFNE PERKINS STREET AND FITS REASONABLY WELL WITH OCCUPATION ALONG THERIGHT-OF-WAY MARGINS.
SURVEY NOTES
FOUND IRON PIPE AS DESCRIBED
34
SEC 34, T 32N, R 1E, W.M.
LEGEND AND ABBREVIATIONS
CALCULATED POSITION
S
POWER PEDESTAL
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLESANITARY SEWER CLEANOUT
WATER METERWATER VALVE
STORM DRAINSEWER LINEUNDERGROUND POWERUNDERGROUND TELEPHONE
UNDERGROUND CABLE TV
WATER LINE
CHAIN LINK FENCE
MAIL BOXFLOW ARROW
LUMINAIRE
F
C
P
POWER POLEPOWER POLE WITH DROPPOLE ANCHOR
PINE TREECEDAR TREEFIR TREEDECIDUOUS TREE
P
W
PROPERTY LINE
OVERHEAD POWERTVSD
SS
UP
UT
RIGHT-OF-WAY LINERIGHT-OF-WAY CENTERLINE
AFN - AUDITOR'S FILE NUMBERAPN - ASSESSOR'S PARCEL NUMBERCB - CATCH BASINCO - CLEAN OUTCONC - CONCRETECMP - CORRUGATED METAL PIPECPP - CORRUGATED PLASTIC PIPEDIA - DIAMETERFT - INTERNATIONAL SURVEY FOOTGE - GRATE ELEVATIONIE - INVERT ELEVATIONMB - MAILBOXPVC - POLYVINYL CHLORIDESD - STORM DRAINSDMH - STORM DRAIN MANHOLESS - SANITARY SEWERSSMH - SANITARY SEWER MANHOLE
F FRUIT TREE
BUSH
CULVERT PIPE
SIGN POST
NE PE
NNINGTO
N LOOP
SWALE/DITCH CENTERLINE
MA
TCH
LIN
E A
- SH
EET
C20
1
MON 1
MON 1 FOUND CASED CONCRETE MONUMENT WITH 3-1/4" ALUMINUM CAPWITH PUNCH STAMPED "DATUM PACIFIC LS 15640" ATINTERSECTION OF NE 6TH STREET AND NE OTIS STREET.
MON 2 FOUND CASED 1/2" INSIDE DIAMETER IRON PIPE WITH WOODPLUG AND TACK.
MON 3 FOUND NAIL WITH 3/4" WASHER STAMPED "DPAC 15640".REFERENCE SURVEY AFN 90013583.
MON 4 FOUND OPEN 3/4" OUTSIDE DIAMETER IRON PIPE AT ASPHALTSURFACE.
MONUMENT DESCRIPTIONS
VERTICAL DATUMNAVD88
GENERIC SIGN
M MAPLE TREE
CONIFER TREE
TBM #1
TBM #2
TEMPORARY VERTICAL BENCHMARKSMAGNETIC NAIL SET IN WEST EDGE OF PAVEMENT OF NE PERKINS STREETAT SOUTH EDGE OF MOWED TRAVELED WAY OF HOUSE #601.ELEVATION = 48.53 (NAVD88)
1/2" REBAR WITH CAP MARKED "HAI CONTROL" ± 3 FEET NORTH OF NORTH EDGE OF PAVEMENT OFNE 9TH STREET AT NORTHERLY PROJECTION OF WEST EDGE OF PAVEMENT OF NE PERKINSSTREET. ELEVATION = 27.36 (NAVD88)
SANITARY SEWER DATA
STORMDRAIN DATA
P
DYD YARD DRAIN
WOOD FENCE
WIRE FENCE
402001020
SCALE IN FEET
CA
D F
ILE
NU
MB
ER
: P:\C
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2021
12:
27 P
M -
SH
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ET:
XX
XX
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INA
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HE
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SIZ
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)A
UTO
CA
D V
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N: C
IVIL
3D
201
3
C200 4 OF 23
NE
6TH
ST
NE PERKINS STDigitally signed by Quin Clements Date: 2021.03.26 15:52:21 -07'00'
612.83'
30.0
0'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
I.E.=25.19
F6"
P12"P8"
12"10"6"8"
I.E.=25.97
I.E.=27.46
I.E.=27.87
I.E.=27.90I.E.=28.82
I.E.=29.58
I.E.=30.30P
4"P
4"
P4"
I.E.=29.70
I.E.=30.38I.E.=33.83 I.E.=33.99
I.E.=33.60
I.E.=34.79
4"4"
4"16"
F12"I.E.=36.83
I.E.=36.74I.E.=36.90
I.E.=37.65
F12"
3"
8"
P
I.E.=26.74I.E.=28.10
6"CO
I.E.=35.34I.E.=37.19
I.E.=39.99
C(2) 14"
6"
W
WW
W
W
WW
W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
UPUTUT
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P
PP
PP
PP
PP
8°32
'32"
W
462.
58'
S6005-00-04002-0AESOPH
707 NE 9TH ST
S8270-00-0F001-2BOND-BROWN
710 NE PERKINS ST
NO
RTH
LIN
E P
LAT
OF
SU
NS
ET
TER
RA
CE
AD
DIT
ION
CE
NTE
RLI
NE
VA
CA
TED
DE
NIS
ON
STR
EE
TS6005-00-06005-0
ENGLISH813 NE PERKINS ST
S6005-00-06003-0HAMMER
809 NE PERKINS ST
S6005-00-06001-0MARTIN
805 NE PERKINS ST
S6005-00-07007-0BOND
709 NE PERKINS ST
S6005-00-07005-0REED
703 NE PERKINS ST
S6005-00-07001-0IKOMA
607 NE PERKINS ST
S8270-00-0F002-2BLOOMQUIST
704 NE PERKINS ST
TBM #1
TBM #2
NE PERKINS STREET
FOG
EOP
R/W
STOP SIGN
3-FT HIGH WOODRAIL FENCE
CONC BLOCKWALL
SWALE CL
33'
MON 5FOUND 9" DIAMETER CONCRETE MONUMENT WITH LEAD, TACK ANDWASHER STAMPED "H.L. MORGAN".
MON 6FOUND CASED CONCRETE MONUMENT WITH 1" HEX BOLT WITHPUNCH AT INTERSECTION OF LEACH AND 9TH STREETS.
MON 7
NE 9TH STREET
NE
9TH
STR
EET
DO
UBLE YELLO
W LAN
E STRIPE
DENSE SHRUBS/VEGETATIO
N
DEN
SE SHR
UBS/VEG
ETATION
±4-FT WID
E GR
AVEL PATH
±4-FT WID
E GR
AVEL PATH
FOG
EOP
FOG
EO
P
EO
PFO
G
33'
EOP
EOP
EOP
EOP
R/W
R/W
R/W
R/W
R/W
30'
30'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
W
30'
30'
CONC BLOCK WALL
W
PLANTER
12' CMP
GRAVEL
P P P P
LANDSCAPING
3-FT HIGH CHAINLINK FENCE
C(5) 8"
I.E.=25.52
CONC BLOCKWALL
D
24"
F10"
12' CMP SWALE CL
DENSE SHRUBS/VEGETATION8-FT HIGH
HOG WIRE FENCE
I.E.=36.75
6"
I.E.=35.68
8-FT HIGHMESH FENCE
UT U
P
RV POWERHOOKUP
GARAGE
CONC
GRAVEL
6" CONC
HOUSE
N1°29'27"E
8" CONC
N88
°32'
32"W
492
.60'
N01°29'27"E 66.00
CONC BLOCKWALL
33.00'
CONCRETE STEPSAT COVERED PORCH
S
RAILROAD TIEWALL
SS
SS
SS
SS
SS
SS
SS
SS
S
5-FT HIGHHOGWIRE FENCE
5-FT HIGHMESH FENCE
CONC PAVERS
GRAVEL
CONCPAVERS
SS
28
28
27
30
3540
42
40
354043
46
27
26
27
28
27
4" CPP
12" CMP
CONCBLOCK WALL
CONCPAVERS
4" CPPCAPPED
CONC BLOCK PLANTERAND CONCRETE WALL
CONC
12" CONC
4" CPP
CONCCURB
LANDSCAPEPLANTER
12' CMP
(2) 4" CPPGRAVEL
GRAVEL
12' CMP
4" CPP4" PVC
12' CONC
CONCCURB
WOODBORDER
GRAVEL
SWALE CL
FOUND 1-3/4" OUTSIDEDIAMETER PIPE IN CURB
LINE
SCALE 1"=20'
MON 5
ACCEPTED MONUMENT ASSOUTHWEST CORNER OFBLOCK 5, PLAT OF ACADEMYADDITION TO COUPEVILLE.
FOUND CASED CONCRETE MONUMENT WITH 1" HEX BOLT WITHPUNCH.
SEE RIGHT-OF-WAY NOTETHIS SHEET
TBM 2
MAGNETIC NAIL SET IN WEST EDGE OF PAVEMENT OF NE PERKINS STREETAT SOUTH EDGE OF MOWED TRAVEL WAY OF HOUSE #601.ELEVATION = 48.53 (NAVD88)
1/2" REBAR WITH CAP MARKED "HAI CONTROL" ± 3 FEET NORTH OF NORTH EDGE OF PAVEMENT OFNE 9TH STREET AT NORTHERLY PROJECTION OF WEST EDGE OF PAVEMENT OF NE PERKINSSTREET.ELEVATION = 27 36 (NAVD88)
SSMH 4311
SDMH 4788
8" CONC
12" CONC
SSMH 4291
N01°27'53"E 256.62'
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
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: 3
60
-67
8-4
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WA
98
23
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&S
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OF
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UP
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ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
34
SEC 34, T 32N, R 1E, W.M.
VERTICAL DATUMNAVD88
MA
TCH
LIN
E A
- SH
EET
C20
0
0 10 20 40 SANITARY SEWER DATA
STORMDRAIN DATA
402001020
SCALE IN FEET
CA
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: P:\C
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ION
S &
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UTO
CA
D V
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SIO
N: C
IVIL
3D
201
3
C201 5 OF 23
Digitally signed by Quin Clements Date: 2021.03.26 15:52:45 -07'00'
PP
PP
PP
PP
PP
PP
PP
PP
P
68.25' (68.28' PLAT)
M4"
6"
14"
6"
I.E.=46.90I.E.=48.03
I.E.=50.65
I.E.=51.98
I.E.=43.44I.E.=46.18
I.E.=47.19
I.E.=50.86
I.E.=52.42I.E.=55.38I.E.=57.17
C6"
YD
F3"
F6"
F6"
F6"
F30"
P(2) 8"
C42"
C42"
P
P
P
P
P
P
P
P
P
P
W
WW
WW
W
W WW
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W
UP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P P P P P P P P P P P P P P P P P P P
W
UP
UP
UP
UP
UP
UPUP
N81
°07'
41"W
87.7
7'
S600
60
S8
S6005-00-07001-0IKOMA
607 NE PERKINS STS60
05-0
0-07
004-
0S
HE
EH
AN
619
NE
PE
RK
INS
ST
S6005-00-08000-0
UNKNOWN OWNERSHIPGAP
NO
RTH
LIN
E, P
LAT
OF
SU
NS
ET
TER
RA
CE
AD
DIT
ION
CE
NTE
RLI
NE
OF
VA
CA
TED
HO
UG
HTO
N S
TRE
ET
PE
R S
UR
VE
YS
IN P
LAT
OF
AC
AD
EM
Y A
DD
ITIO
N
S8270-00-0G001-0THOMPSON
605 NE PERKINS ST
S8270-00-0G009-0DAVES
603 NE PERKINS ST
S8270-00-0G008-0GRIESSE
503 NE PERKINS ST
S8270-00-0G007-0KENDALL
812 NE PENNINGTON LOOP
S8270-00-0F002-2BLOOMQUIST
704 NE PERKINS ST
S8270-00-0F003-0BAILEY
701 NE OTIS STS8270-00-0F004-1
JOHNSON604 NE PERKINS ST
S8270-00-0F006-0SEFTON
602 NE PERKINS ST
S8270-00-0F007-1DROE
706 NE 6TH ST
N88
°32'
32"W
207.
84'
S8270-00-0E005-0VANICELLI
801 NE 6TH ST
S8270-00-0E004-0JOLLY
N49°3
0'29"
W
SWALE C
L
T=12
4.75
' (12
4.31
' PLA
T)
FOG
EOP
FOG
EOP
8"CONC
MB
SWAL
E CL
N88
°41'
27"W
398
.36'
(398
.00'
PLA
T)
12"
CO
NC
Δ=3
9°10
'58"
L=23
9.70
' R=3
50.5
1' 24
7.10'
(246
.20' P
LAT)
N16°23'01"E
MB
SIN
GLE
DAS
HLA
NE
STR
IPE
FOG
FOG
EOP
EOP
30'
30'
30'
30'
R/W
R/W
R/W
R/W
100.06' (100' PLAT)
N81
°07'
41"W
165.
26' (
165.
29' 'P
LAT)
YIELD SIGN
Δ=76°00'36" L=152.56' R=115.00'
N1°22'19"E
Δ=99°21'17" L=169.94' R=98.00'N24°43'00"E2.59'
169.10' (169.13' PLAT)
I.E.=95.32
I.E.=97.71
6-FT HIGH WOOD FENCEON 6" WIDE CONC WALL
98
97
99
96
95BLACKBERRIES
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
W
W
W
W
W
BLACKBERRIES
6-FT HIGH HOGWIRE FENCE
W
W
W
W
W
WROCK WALL
JUNIPER BUSHES
12" CPP
F28"
F12"
F14"
F12"
F8"
F16"
26"
UP
12" CONC
SWALE CL
UTUTTV
TV
LANDSCAPE
N1°29'27"E (SEE SURVEY NOTE 8)
UP
UT U
PU
T TV UT
85
80
80
75
70
65
60
55
50 45 44
50
45
PLANTER
12" CONC
90
95
90
SWALE CL
BLACKBERRIES CONCDRIVEWAY
MOWEDACCESS
GRAVELGRAVEL
GRAVEL
GRAVEL
GRAVEL
±6-FT WIDEHEDGE
FOUND 3/4" OUTSIDE DIAMETER IRONPIPE WITH CAP MARKED "DPAC 15640"EXPOSED 0.2 FT AND LEANING SLIGHTLYWEST. REFERENCE SURVEY AFN900113583.
12" CMPQUARRY SPALLS
QUARRY SPALLS
BLACKBERRIES
ADDRESSSIGN
RAILROAD TIEPLANTER
30'
30'
FOUND 1-3/4" OUTSIDE DIAMETERIRON PIPE EXPOSED 0.4 FEET.
FOUND 1-3/4" OUTSIDEDIAMETER IRON PIPE
89
100
95
97
100
90
75
70 6055
55 47
43
42
MON 2
MON 3
MON 4
12" CMP
SWALE CL
SS
SEOP
EOP
R/W
R/W
R/W
R/W
EOP
EOP
30'
30'
APPROXIMATE WATER LINE LOCATIONNO PAINT MARKS VISIBLE DURING SURVEY
SEE SURVEY NOTE 7.
I.E.=88.36
I.E.=87.66
NEPLARE
THHAEVWE
TBM 1SSMH 4269
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
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t
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UP
EV
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WA
TER
&S
EW
ER
IMP
RO
VE
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NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
NE PE
NNINGTO
N LOOP
MA
TCH
LIN
E A
- SH
EET
C30
1
MON 1
402001020
SCALE IN FEET
CA
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IL\C
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SE
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PLA
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BY
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/26/
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12:
32 P
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SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
HE
ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C300 6 OF 23
NE
6TH
ST
NE PERKIN
S ST
TREE PROTECTION
CULVERT INLETPROTECTION (TYP)
TESC LEGEND
STRAW WATTLES (BMP 235), CHECK DAMS (BMPC207) OR TRIANGULAR SILT DIKES (BMP C208)
INLET PROTECTION (BMP C220)
Digitally signed by Quin Clements Date: 2021.03.26 15:53:09 -07'00'
612.83'
30.0
0'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
I.E.=25.19
F6"
P12"P8"
12"10"6"8"
I.E.=25.97
I.E.=27.46
I.E.=27.87
I.E.=27.90I.E.=28.82
I.E.=29.58
I.E.=30.30P
4"P
4"
P4"
I.E.=29.70
I.E.=30.38I.E.=33.83 I.E.=33.99
I.E.=33.60
I.E.=34.79
4"4"
4"16"
F12"I.E.=36.83
I.E.=36.74I.E.=36.90
I.E.=37.65
F12"
3"
8"
P
I.E.=26.74I.E.=28.10
6"CO
I.E.=35.34I.E.=37.19
I.E.=39.99
C(2) 14"
6"
W
WW
W
W
WW
W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
UPUTUT
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P
PP
PP
PP
PP
8°32
'32"
W
462.
58'
S6005-00-04002-0AESOPH
707 NE 9TH ST
S8270-00-0F001-2BOND-BROWN
710 NE PERKINS ST
NO
RTH
LIN
E P
LAT
OF
SU
NS
ET
TER
RA
CE
AD
DIT
ION
CE
NTE
RLI
NE
VA
CA
TED
DE
NIS
ON
STR
EE
T
S6005-00-06005-0ENGLISH
813 NE PERKINS ST
S6005-00-06003-0HAMMER
809 NE PERKINS ST
S6005-00-06001-0MARTIN
805 NE PERKINS ST
S6005-00-07007-0BOND
709 NE PERKINS ST
S6005-00-07005-0REED
703 NE PERKINS ST
S6005-00-07001-0IKOMA
607 NE PERKINS ST
S8270-00-0F002-2BLOOMQUIST
704 NE PERKINS ST
TBM #1
TBM #2
NE PERKINS STREETFO
GEO
P
R/W
STOP SIGN
3-FT HIGH WOODRAIL FENCE
CONC BLOCKWALL
SWALE CL
33'
MON 5FOUND 9" DIAMETER CONCRETE MONUMENT WITH LEAD, TACK ANDWASHER STAMPED "H.L. MORGAN".
MON 6FOUND CASED CONCRETE MONUMENT WITH 1" HEX BOLT WITHPUNCH AT INTERSECTION OF LEACH AND 9TH STREETS.
MON 7
NE 9TH STREET
NE
9TH
STR
EET
DO
UBLE YELLO
W LAN
E STRIPE
DENSE SHRUBS/VEGETATIO
N
DEN
SE SHR
UBS/VEG
ETATION
±4-FT WID
E GR
AVEL PATH
±4-FT WID
E GR
AVEL PATH
FOG
EOP
FOG
EO
P
EO
PFO
G
33'
EOP
EOP
EOP
EOP
R/W
R/W
R/W
R/W
R/W
30'
30'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
W
30'
30'
CONC BLOCK WALL
W
PLANTER
12' CMP
GRAVEL
P P P P
LANDSCAPING
3-FT HIGH CHAINLINK FENCE
C(5) 8"
I.E.=25.52
CONC BLOCKWALL
D
24"
F10"
12' CMP SWALE CL
DENSE SHRUBS/VEGETATION8-FT HIGH
HOG WIRE FENCE
I.E.=36.75
6"
I.E.=35.68
8-FT HIGHMESH FENCE
UT U
P
RV POWERHOOKUP
GARAGE
CONC
GRAVEL
6" CONC
HOUSE
N1°29'27"E
8" CONC
N88
°32'
32"W
492
.60'
N01°29'27"E 66.00
CONC BLOCKWALL
33.00'
CONCRETE STEPSAT COVERED PORCH
S
RAILROAD TIEWALL
SS
SS
SS
SS
SS
SS
SS
SS
S
5-FT HIGHHOGWIRE FENCE
5-FT HIGHMESH FENCE
CONC PAVERS
GRAVEL
CONCPAVERS
SS
28
28
27
30
3540
42
40
354043
46
27
26
27
28
27
4" CPP
12" CMP
CONCBLOCK WALL
CONCPAVERS
4" CPPCAPPED
CONC BLOCK PLANTERAND CONCRETE WALL
CONC
12" CONC
4" CPP
CONCCURB
LANDSCAPEPLANTER
12' CMP
(2) 4" CPPGRAVEL
GRAVEL
12' CMP
4" CPP4" PVC
12' CONC
CONCCURB
WOODBORDER
GRAVEL
SWALE CL
FOUND 1-3/4" OUTSIDEDIAMETER PIPE IN CURB
LINE
SCALE 1"=20'
MON 5
ACCEPTED MONUMENT ASSOUTHWEST CORNER OFBLOCK 5, PLAT OF ACADEMYADDITION TO COUPEVILLE.
FOUND CASED CONCRETE MONUMENT WITH 1" HEX BOLT WITHPUNCH.
SEE RIGHT-OF-WAY NOTETHIS SHEET
TBM 2
MAGNETIC NAIL SET IN WEST EDGE OF PAVEMENT OF NE PERKINS STREETAT SOUTH EDGE OF MOWED TRAVEL WAY OF HOUSE #601.ELEVATION = 48.53 (NAVD88)
1/2" REBAR WITH CAP MARKED "HAI CONTROL" ± 3 FEET NORTH OF NORTH EDGE OF PAVEMENT OFNE 9TH STREET AT NORTHERLY PROJECTION OF WEST EDGE OF PAVEMENT OF NE PERKINSSTREET.ELEVATION = 27 36 (NAVD88)
SSMH 4311
SDMH 4788
8" CONC
12" CONC
SSMH 4291
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
MA
TCH
LIN
E A
- SH
EET
C30
0402001020
SCALE IN FEET
CA
D F
ILE
NU
MB
ER
: P:\C
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NTS
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0 TE
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PLA
NS
.DW
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ST
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IED
BY
: ND
AV
IS -
SA
VE
DA
TE: 3
/26/
2021
12:
32 P
M -
SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
HE
ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C301 7 OF 23
TREE PROTECTION
CULVERT INLETPROTECTION (TYP)
TREE PROTECTION
CB INLET PROTECTION.SEDIMENT TO BE REMOVEDFROM CB THROUGHOUTCONSTRUCTION ASNECESSARY. ALLSEDIMENT TO BE REMOVEDFROM CB UPONCOMPLETION OFCONSTRUCTION
SEE DETAIL EC6/C303
TESC LEGEND
STRAW WATTLES (BMP 235), CHECK DAMS (BMPC207) OR TRIANGULAR SILT DIKES (BMP C208)
INLET PROTECTION (BMP C220)
Digitally signed by Quin Clements Date: 2021.03.26 15:53:32 -07'00'
2'
6' MAX
12" MIN
2' MIN
12" MIN
NOTES:
1. SILT FENCES ARE TO BE INSTALLEDDOWN-SLOPE OF THE PROPOSEDTRENCHING
2. CONTRACTOR SHALL MAINTAIN EROSION/ SEDIMENTATION CONTROL DURINGCONSTRUCTION.
3. SILT FENCE OR WATTLES SHALL REMAININ PLACE UNTIL SECTIONS OF PIPE AREINSTALLED AND TRAILS/DISTURBEDAREAS ARE RESTORED.
4. IF THERE IS FLOW IN A STREAM DURINGCONSTRUCTION ACTIVITIES THECONTRACTOR SHALL PROVIDE ATEMPORARY BYPASS UPSTREAM OFPIPE INSTALLATION TO CONVEY STREAMFLOW AROUND THE CONSTRUCTIONAREA.
MIN 4"x4" TRENCH
JOINTS IN GEOTEXTILE FABRIC SHALL BE SPLICED AT POSTS.USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACHFABRIC TO POSTS
2"x2" 14 GAUGE WIRE OREQUIVALENT IF STANDARDSTRENGTH FABRIC USED
MIN 4"x4" TRENCH
2"x2" WOOD POSTS, STEELFENCE POSTS, OR
EQUIVALENT
2"x2" WOOD POSTS, STEELFENCE POSTS, OR
EQUIVALENTGEOTEXTILE FABRIC
BACKFILL TRENCH WITHNATIVE SOIL OR 3/4" TO1-1/2" WASHED GRAVEL
POST SPACING MAY BEINCREASED TO 8' IF WIRE
BACKING IS USED
3" TO 5"
10' TO 25'
3' TO 4'
STRAW ROLLS MUST BEPLACED ALONG SLOPECONTOURS
SPACING DEPENDS ONSOIL TYPE AND SLOPESTEEPNESS
1"x1" STAKE
LIVE STAKE
NOTES:
1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" - 5" DEEP, DUGON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL
2. WATTLES (FIBER ROLLS) ARE TO BE INSTALLED DOWN-SLOPE OF THE PROPOSED PIPE INSTALLATION.3. CONTRACTOR SHALL MAINTAIN EROSION / SEDIMENTATION CONTROL DURING CONSTRUCTION.4. SILT FENCE OR WATTLES SHALL REMAIN IN PLACE UNTIL SECTIONS OF PIPE ARE INSTALLED AND TRAILS/DISTURBED AREAS
ARE RESTORED.5. IF THERE IS FLOW IN A STREAM DURING CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PROVIDE A TEMPORARY
BYPASS UPSTREAM OF PIPE INSTALLATION TO CONVEY STREAM FLOW AROUND THE CONSTRUCTION AREA.
SEDIMENT, ORGANIC MATTER, ANDNATIVE SEEDS ARE CAPTURED BEHINDTHE ROLLS.
OVERLAP ADJACENT ROLLS12" BEHIND ONE ANOTHER
8" to 10" Ø
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
CA
D F
ILE
NU
MB
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: P:\C
LIE
NTS
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.DW
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BY
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SA
VE
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TE: 3
/26/
2021
12:
32 P
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SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
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ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C302 8 OF 23
VARIESEC2STRAW WATTLES DETAIL
NTSVARIESEC1SILT FENCE DETAIL
NTS
VARIESEC3
EROSION CONTROL AT CULVERT ENDSWSDOT STANDARD PLAN I-30.20-00
NTS
Digitally signed by Quin Clements Date: 2021.03.26 15:53:54 -07'00'
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OF WASHINGTON
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9
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tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
R IM
P\D
WG
\DR
AW
ING
\C30
0 TE
SC
PLA
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.DW
GLA
ST
MO
DIF
IED
BY
: ND
AV
IS -
SA
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DA
TE: 3
/26/
2021
12:
32 P
M -
SH
EE
T S
ET:
XX
XX
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RIG
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ET
SIZ
E: A
NS
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D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C303 9 OF 23
VARIESEC4
ROCK CHECK DAMWA DOE
NTS VARIESEC5
BLOCK AND GRAVEL FILTERWA DOE - INLET PROTECTION
NTS
OVERFLOW (TOBYPASS PEAKSTORMVOLUMES)
NOTES:1. STORM DRAIN INLETS NEED TO BE REMOVED AT THE END OF THE JOB. STORM DRAIN
INLETS ARE ONLY TO BE INSTALLED IN DRAINAGE DEVICES PER THE MANUFACTURER'SRECOMMENDATIONS.
2. CATCH BASIN INSERTS ARE NOT TO BE INSTALLED IN CURB INLETS.3. INSERTS SHALL BE INSPECTED AND MAINTAINED WHEN A 1/2 INCH RAIN ACCUMULATES
WITHIN A 24 HOUR PERIOD. CLEAN AND/OR REPLACE INSERT WHEN HALF OF THE TRAP ISFILLED WITH SEDIMENTS.
STORM DRAIN INLET (INSERT)PRE-MANUFACTURED CATCH BASIN OR INLET INSERT
C301EC6
CATCH BASIN INLET PROTECTIONINLET PROTECTION
NTS
Digitally signed by Quin Clements Date: 2021.03.26 15:54:19 -07'00'
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
(2) 8"
C42"
C
42"
P
P
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
P
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
UP
N81°
07'41
"W
87.7
7'
S8270-00-0G00DAVES603 NE PERKINS ST
SWALE CL
T=12
4.75
' (12
4.31
' PLA
T)
SWALE
CL
Δ=39°10'58" L=239.7
0' R=350.51'
247.10' (246.20' PLAT)
N16°23'01"E
SING
LE D
ASH
LA
F
100.06' (100' PLAT)N8
1°07
'41"W
YIELD SIGN
Δ=99°21'17" L=169.94' R=98.00'
N24°43'00"E2.59'
6-FT HIGH WOOD FENCE
ON 6" WIDE CONC WALL
97
96
95
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
JUNIPER BUSHES
F
14"
12
F
8"
F
16"
26"
UP
UP
85
80
80
75
70
90
95
90
GRAVEL
30'
30'
95
MON 2
MON 3
R/W
R/W
EOP
EOP
URVEYVEY NOTE 7.
56+00
-0+30
0+00
1+00
2+00
W
W
W
W
FH
WM
W
W
W
W
W
W
W
W W W W W W W W W W WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
50
55
60
65
70
75
80
85
90
95
100
50
55
60
65
70
75
80
85
90
95
100-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90
-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90
NE
6TH
ST
6" H
YD
RA
NT
SE
RV
ICE
STA
: 1+3
8.27
3/4"
WA
TER
SE
RV
ICE
STA
: 1+6
5.43
6" 4
5° B
EN
DS
TA: 0
+18.
43
207 LF 6" HDPE
2.5'
MIN
CO
VE
R
EG
KEY NOTESKEY DESCRIPTION DETAIL/
SHEET
32 LF 6" HDPE WATER MAIN W01/C405
EX WM TO BE ABANDONED INPLACE -
6" DI TEE (FL)(3) 6" GATE VALVE (FL)(2) FL TO MJ ADAPTERS(1) 6" FUSED HDPE FLADAPTER(1) THRUST BLOCK
W03,W17/C405
REMOVE TEE AND PIPE ASNEEDED TO AVOIDCONFLICTS. CAP EX WM ATTEE
-
(1) 45° HDPE BEND (WELDED)(1) THRUST BLOCK
W03/C405
11 LF 6" DIP HYDRANTSERVICE
W31/C405
(1) HYDRANT ASSEMBLY(1) 6"x6" DI TEE (FL)(2) HDPE FUSED FLADAPTERS(1) THRUST BLOCK
W03, W17,W31
/C405
175 LF 6" HDPE WATER MAIN(THIS SHEET)
W01/C405
RELOCATE METER BOXES TOROW LINE
W11/C407&
W21/C406
RECONNECT TO RELOCATEDMETER WITH NEW 3/4" PESERVICE CONNECTION
W21/C406
TRENCH PATCHRESTORATION
W02/C405
1
2
3
4
5
6
7
8
9
10
11
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OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
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up
evil
le
Fax
: 3
60
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8-3
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9
Tel
: 3
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WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
MATCHLINE - SHEET C401
10 5 0 10 20
SCALE IN FEET
SHEET KEYNOT TO SCALE
PE
RK
INS
9TH
6TH
C400
C401
C402
C403
C404
MA
TCH
LIN
E - S
HEE
T C
401
10 5 0 10 20
SCALE IN FEET
105
010
20
SC
ALE
IN F
EE
T
NE PERKINS ST
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
R IM
P\D
WG
\DR
AW
ING
\C40
0 W
ATE
R P
LAN
S.D
WG
LAS
T M
OD
IFIE
D B
Y: N
DA
VIS
- S
AV
E D
ATE
: 3/2
6/20
21 1
2:53
PM
- S
HE
ET
SE
T: X
XX
X -
OR
IGIN
AL
SH
EE
T S
IZE
: ---
-A
UTO
CA
D V
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SIO
N: C
IVIL
3D
202
0 23
.1S
(LM
S T
EC
H)
C400 10 OF 23
2
1
3
4
5
6
8
7
9
10
EX PIP
E 6" A
C
1111
11
NE 6TH ST
Digitally signed by Quin Clements Date: 2021.03.26 15:54:43 -07'00'
68.25' (68.28' PLAT)
6"
I.E.=48.03
I.E.=50.65
I.E.=51.98
I.E.=47.19
I.E.=50.86
I.E.=52.42I.E.=55.38I.E.=57.17
C
6"
YD
F3"
F6"
F6"
F6"
F
30"
W
WW
WW
W
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW W W W W W W W W W W W W W W W W W W W W W W W W W W
UP
UP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P P P P P P P P P P P P P P P P P
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UPUP
UP
N81
°07'
41"W
87.7
7'
165.
26' (
165.
29' 'P
LAT)
Δ=76°00'36" L=152.56' R=115.00'
N1°22'19"E
169.10' (169.13' PLAT)
BLACKBERRIES
BLACKBERRIES
6-FT HIGH HOGWIRE FENCE
ROCK WALL
12" CPP
F
28"
F12"
F14"
F12"
F
8"
F16"
UP
UP
12" CONC
UT
UTUT
UT
UTUT
UPTV
TV TV
TVTV
LANDSCAPE
N1°29'27"E (S
7
70
65
60
55
50
PLANTERGRAVELGRAVEL
GRAVEL
±6-FT WIDEHEDGE
FOUND 3/4" OUTSIDE DIAMETER IRONPIPE WITH CAP MARKED "DPAC 15640"EXPOSED 0.2 FT AND LEANING SLIGHTLYWEST. REFERENCE SURVEY AFN900113583.
12" CMPQUARRY SPALLS
FOUND 1-3/4" OUTSIDEDIAMETER IRON PIPE
75
70 60
55
55
MON 4
12" CMP
SS
SS
S
SSMH 4269
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
2+00
3+00
4+00
WW
WW
WW
WW
WW
WW
WM W
M
SSSSSS
SSSSSS
SS
SS
SS
SS
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W
15.5'
30
35
40
45
50
55
60
65
70
75
80
30
35
40
45
50
55
60
65
70
75
801+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20
1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20
3/4"
WA
TER
SE
RV
ICE
STA
: 3+3
4.95
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WA
TER
SE
RV
ICE
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: 4+0
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SE
WE
R C
RO
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ING
STA
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6.35
IE: 5
0.39
6" 4
5° B
EN
DS
TA: 2
+91.
17
212 LF 6" HDPE
2.5'
MIN
CO
VE
R
EG
EX ADJACENT CULVERTPROTECT IN PLACE
KEY NOTESKEY DESCRIPTION DETAIL/
SHEET91 LF 6" HDPE WATER MAIN(THIS SHEET)
W01/C405
(1) 45° HDPE BEND (FUSED)(1) THRUST BLOCK
W03/C405
132 LF 6" HDPE WATER MAIN(THIS SHEET)
W01/C405
RELOCATE METER BOXES TOROW LINE
W11/C407&W21/C406
RECONNECT TO RELOCATEDMETER WITH NEW 3/4" PESERVICE CONNECTION
W21/C406
TRENCH PATCHRESTORATION (TYP)
W02/C405
PROTECT EX UTILITIES ANDSTRUCTURES IN PLACE -
1
2
3
4
5
6
7
STATE
OF WASHINGTON
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To
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of
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Fax
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1
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WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
10 5 0 10 20
SCALE IN FEET
MATCHLINE - SHEET C400
MA
TCH
LIN
E - S
HEE
T C
402
SHEET KEYNOT TO SCALE
PE
RK
INS
9TH
6TH
MA
TCH
LIN
E - S
HEE
T C
400
MA
TCH
LIN
E - S
HEE
T C
402
10 5 0 10 20
SCALE IN FEET
105
010
20
SC
ALE
IN F
EE
T
NE PERKINS ST
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
R IM
P\D
WG
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AW
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\C40
0 W
ATE
R P
LAN
S.D
WG
LAS
T M
OD
IFIE
D B
Y: N
DA
VIS
- S
AV
E D
ATE
: 3/2
6/20
21 1
2:53
PM
- S
HE
ET
SE
T: X
XX
X -
OR
IGIN
AL
SH
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T S
IZE
: ---
-A
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CA
D V
ER
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N: C
IVIL
3D
202
0 23
.1S
(LM
S T
EC
H)
C401 11 OF 23
1
2
3
4
55
7
6
C400
C401
C402
C403
C404
Digitally signed by Quin Clements Date: 2021.03.26 15:55:16 -07'00'
SS SS SS SS SS SS SS SS
I.E.=36.83
I.E.=36.90
I.E.=37.65
F12"
3"
8"
I.E.=37.19
M4"
I.E.=39.99
C
(2) 14"
6"
6"
14"
I.E.=46.90
I.E.=43.44
I.E.=46.18
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
P P P P P P P P P P P P P P
P
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P
WW
W
SWALE CL
SEE SURVEY NOTE 8)
UP
UP
UT
UT
UT
UP
UP
UT
UT
UTTV
TVU
TU
T
45 44
50
45
12" CONCSWALE CL
BLACKBERRIES CONCDRIVEWAY
MOWEDACCESS
GRAVEL
GRAVEL
QUARRY SPALLS
BLACKBERRIES
ADDRESSSIGN
RAILROAD TIEPLANTER
CONC BLOCKWALL
SWALE CL
EOP
EOP
R/W
R/W
47
43
42
30'
30'
CONC BLOCK WALL
PLANTER
12' CMP
GRAVEL
LANDSCAPING
3-FT HIGH CHAINLINK FENCE
UT
UT
UP
UP
N1°29'27"ES
SWALE CL
EOP
EOP
R/W
R/W
30'
30'
40
42
40
43
46
4" PVC
12' CONC
CONCCURB
WOODBORDER
GRAVEL
SWALE CL
SSMH 4291
TBM 1
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
5+00
6+00
WW
WM
W
WW
WW
WW
WW
WW
WWW
WM
WM
WM
WM
SSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SSS
SSS
SSS
SSS
SS
SS
SS
SS
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
SS
SS
SS
(4) WM
5'MIN
20
25
30
35
40
45
50
55
60
65
70
20
25
30
35
40
45
50
55
60
65
704+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60
4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60
3/4"
WA
TER
SE
RV
ICE
STA
: 4+3
4.13
2" W
ATE
R S
ER
VIC
ES
TA: 4
+66.
62
3/4"
WA
TER
SE
RV
ICE
STA
: 5+5
1.78
3/4"
WA
TER
SE
RV
ICE
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: 5+4
9.28
4" S
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ER
CR
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TA: 5
+98.
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(AP
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OX
): 35
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6" S
SS
CR
OS
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GS
TA: 4
+81.
49IE
: 41.
73
240 LF 6" HDPE
2.5'
MIN
CO
VE
R
EGEX ADJACENT CULVERTPROTECT IN PLACE
KEY NOTESKEY DESCRIPTION DETAIL/
SHEET240 LF 6" HDPE WATER MAIN(THIS SHEET)
W01/C405
INSTALL 2" PE SERVICECONNECTION
W14&W21/C406
RECONNECT TO RELOCATEDMETER WITH NEW 3/4" PESERVICE CONNECTION
W11/C407
RELOCATE METER BOXES TOROW LINE
W11/C407&
W21/C406
(4) 3/4" WATER METERS INMANIFOLD CONFIGURATION.CENTER METER BOX HASTWO METERS
W11/C407&
W21/C406
NEW WATER METER BOX FORTHIS PROPERTY TO BELOCATED EAST OF EXCULVERT. RECONNECTSERVICE TO NOT DISTURBWALL AND 12" CULVERT
W21/C406
PROVIDE CRUSHED ROCKTOP COURSE -
TRENCH PATCHRESTORATION (TYP.)
W02/C405
PROTECT IN PLACE EXUTILITIES, SIGNS, ANDSTRUCTURES. REPLACE INKIND IF REMOVED ORDAMAGED (TYP.)
-
RECONNECT SERVICE TO EXWATER SERVICE, TO NOTDISTURB EX WALL
-
1
2
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98
23
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ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
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VE
ME
NTS
3/26/21
TO
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113
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P: 3
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w.d
cgen
gr.c
om
10 5 0 10 20
SCALE IN FEET
MA
TCH
LIN
E - S
HEE
T C
401
MA
TCH
LIN
E - S
HEE
T C
403
SHEET KEYNOT TO SCALE
PE
RK
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9TH
6TH
MA
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LIN
E - S
HEE
T C
401
MA
TCH
LIN
E - S
HEE
T C
403
10 5 0 10 20
SCALE IN FEET
105
010
20
SC
ALE
IN F
EE
T
NE PERKINS ST
CA
D F
ILE
NU
MB
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: P:\C
LIE
NTS
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IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
8"
I.E.=27.46
I.E.=27.87
I.E.=27.90I.E.=28.82
I.E.=29.58
I.E.=30.30
P
4"
P
4"
P
4"
I.E.=29.70
I.E.=30.38
I.E.=33.83 I.E.=33.99
I.E.=33.60
I.E.=34.79
4"
4"
4"16"
F12"
I.E.=36.74
P
I.E.=26.74
I.E.=28.10
6"CO
I.E.=35.34
WW
W
W
WW
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
UP
UP
UT
UT
UT
UT
P P P P P P P P P P P P P P P P P P P P P P PP P P P P P P P P P P P P P P P P P P
NO
R C
CONC BLOCKWALL
F
10"
12' CMP SWALE CL
DENSE SHRUBS/VEGETATION8-FT HIGH
HOG WIRE FENCE
I.E.=36.75
6"
I.E.=35.68
8-FT HIGHMESH FENCE
UP
UP
RV POWERHOOKUP
GARAGE
CONC
GRAVEL
6" CONC
HOUSE
CONCPAVERS
SS
SS
SS
30
35
3540
4" CPP
12" CMP
CONCBLOCK WALL
CONCPAVERS
4" CPPCAPPED
CONC BLOCK PLANTER
CONC
12" CONC
4" CPP
CONCCURB
LANDSCAPEPLANTER
12' CMP
(2) 4" CPPGRAVEL
GRAVEL
12' CMP
4" CPP
FOUND 1-3/4" OUTSIDE
7+00
8+00
9+00
WW
WW
WW
W
FH
WM W
M WM
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
SS
SS
SS
SS
S
SS
SS
SS
SS
S
W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW
WW
WW
WW
WM
6.7'
14.6'
5
10
15
20
25
30
35
40
45
50
55
5
10
15
20
25
30
35
40
45
50
556+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00
6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00
6" H
YD
RA
NT
SE
RV
ICE
STA
: 6+6
6.15
3/4"
WA
TER
SE
RV
ICE
STA
: 7+7
0.76
3/4"
WA
TER
SE
RV
ICE
STA
: 8+3
5.22
3/4"
WA
TER
SE
RV
ICE
STA
: 7+0
0.73
6" S
SS
CR
OS
SIN
GS
TA: 7
+60.
32IE
: 29.
13
6" S
SS
CR
OS
SIN
GS
TA: 8
+41.
94IE
: 27.
42
6" S
SS
CR
OS
SIN
GS
TA: 6
+94.
37IE
: 31.
64
240 LF 6" HDPE
2.5'
MIN
CO
VE
R
EG
EX ADJACENT CULVERTPROTECT IN PLACEEX ADJACENT CULVERT
PROTECT IN PLACEEX ADJACENT CULVERTPROTECT IN PLACE EX ADJACENT CULVERT
PROTECT IN PLACE
KEY NOTESKEY DESCRIPTION DETAIL/
SHEET
6" DIP HYDRANT SERVICE W31/C405
(1) HYDRANT ASSEMBLY(1) 6"x6" TEE (FL)(2) 6" GATE VALVES (FL)(2) 6" HDPE FUSED FLADAPTERS(1) THRUST BLOCK
W03, W17,W31/C405
RECONNECT TO RELOCATEDMETER WITH NEW 3/4" PESERVICE CONNECTION
W21/C406
RELOCATE METER BOXES TOROW LINE
W11/C407&W21/C406
232 LF 6" HDPE WATER MAIN(THIS SHEET)
W01/C405
INSTALL 3/4" PE WATERSERVICE CONNECTION AND (1)3/4" METER SETTER FORFUTURE SERVICE TO VACANTLOT. DO NOT INSTALL METER
W21/C406
CONCRETE PATCH W02/C405
PROVIDE CRUSHED ROCK TOPCOURSE -
TRENCH PATCH RESTORATION(TYP)
W02/C405
PROTECT EX SIGNS, UTILITIESAND STRUCTURES IN PLACE.REPLACE IN KIND IF DAMAGEDOR REMOVED
-
CONTRACTOR TOFIELD-VERIFY AND CONTACTENGINEER IF SSS CONFLICTEXISTS
-
1
2
3
4
5
6
7
8
9
10
11
MA
TCH
LIN
E - S
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MA
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STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
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Fax
: 3
60
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: 3
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-67
8-4
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WA
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3/26/21
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P: 3
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F: 3
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Digitally signed by Quin Clements Date: 2021.03.26 15:56:03 -07'00'
612.83'
30.0
0'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
I.E.=25.19
F
6"
P
12"P8"
12"10"6"
I.E.=25.97
W W W W W W W W W W W W W W W
P P P P P P P P P P P P P P P P
PP
P
R/W
STOP SIGND
ENSE SH
RU
BS/VEGETATIO
N
AVEL PATH
±4-F
EOP
EOP
R/W
30'
30'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
P P P P P P P P
C
(5) 8"
I.E.=25.52
D
E
8" CONC
N01°29'27"E66.00
CONC BLOCKWALL
33.00'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
5-FT HIGH
5-FT HIGHMESH FENCE
CONC PAVERS
GRAVEL
28
27
27
M
TBM 2
SSMH 4311
SDMH 4788
8" CONC
12" CONC
9+00
10+0
0
10+1
6
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
W W W W W W W W W W W
EX 8" PVC C
900 WM
13.3'
5
10
15
20
25
30
35
40
45
50
55
5
10
15
20
25
30
35
40
45
50
559+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10
9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10
NE
9TH
ST
8" C
ON
C S
D C
RO
SS
ING
STA
: 9+7
1.14
IE: 2
5.23
0
6" S
SS
CR
OS
SIN
GS
TA: 9
+57.
83IE
: 21.
58
80 LF 6" HDPE2.
5' M
IN C
OV
ER
EG
612.83'SS SS SS
W W W W
P P P
W
W
W
W
W
W
W
W
W
W
P P P P P
D
8" CONC
SDMH 4788
12" CONC
SS
W W W
KEY NOTESKEY DESCRIPTION DETAIL/
SHEET74 LF 6" HDPE WATER MAIN(THIS SHEET)
W01/C405
PROTECT IN PLACE EXUTILITIES, SIGNS ANDSTRUCTURES. REPLACE IN KINDIF REMOVED OR DAMAGED(TYP)
-
1) 8x8x6 DI TEE (FL)(2) 8" GV (FL X MJ)(1) 6" GV (FL)(1) 6" DI BEND (FL)(1) 6" FUSED HDPE FL ADAPTER(2) CONC THRUST BLOCK
W03,W17/C405
REMOVE TEE AND PIPE ASNEEDED TO AVOID CONFLICTS.CAP EX WM AT TEE
-
PROVIDE CRUSHED ROCK TOPCOURSE -
TRENCH PATCH RESTORATION(TYP)
W02/C405
1
2
3
4
5
6
MA
TCH
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E - S
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403
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
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even
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NTS
3/26/21
TO
WN
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P.O
. Box
113
2Fr
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A 9
8249
P: 3
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F: 3
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6TH
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UN-PAVED AREA
EXTRA EXCAVATIONAS NEEDED
NEA
T LI
NE
NOTES:
1. DETAIL PERTAINS TO PIPE SIZES 12"AND UNDER.
2. ALL TRENCH BACKFILL SHALL BECLEAN EARTH OR SAND, FREEFROM CLAY, FROZEN LUMPS,ROOTS OR MOISTURE IN EXCESSOF THAT PERMITTING REQUIREDCOMPACTION. ROCKS OR LUMPSLARGER THAN 3 INCHES MAXIMUMSHALL NOT BE USED FOR PIPEZONE BACKFILL.
3. PIPE ZONE BEDDING PERWSDOT/APWA.
4. USE OF NATIVE MATERIAL FORBACKFILL MAY BE APPROVED BYTHE ENGINEER.
5. LOCATER WIRES SHALL BE BLUECOATED 14 GAGE COPPER WIRECONTINUOUS TO ABOVE GROUNDACCESS POINTS (METERS &VALVES) SPLICES IN WIRE, IFNEEDED, SHALL BE MADE WITHWATERPROOF SPLICE KITS.
6. IF DI PIPE IS USED IT SHALL BEENCASED IN POLYETHYLENE
PIPE BEDDING4" UNDER AND4" OVER PIPE
3' MIN
VERTICALTRENCH
12"
TRENCHBACKFILL
6" CRUSHED SURFACINGOR TOPSOIL DEPENDING
ON LOCATION.
MAX. TRENCH OPENINGSHALL NOT EXCEED30" OR 1-1/2 TIMES
THE OUTSIDE DIAMETEROF THE PIPE, PLUS 18",
WHICHEVER IS GREATER.
NEA
T LI
NE
WATER MARKER
WATER LINELOCATOR WIRE
SHORING AS REQUIREDPER WSDOT STANDARD
SPECIFICATIONS SEC.7-08.3 (1)B.
APPROXIMATE 3" CROWNFOR SETTLEMENT
BACKFILL IN 6" MAXIMUMLIFTS TO MIN. 80% OF
MAXIMUM DENSITY(MODIFIED PROCTOR)
WATER SETTLINGOF BACKFILL NOT
ALLOWED.
BACKFILL WITH CDF IFLESS THAN 1' OF COVER
BACKFILL IN 6" MAXIMUM LIFTSTO MIN. 95% OF MAXIMUM
DENSITY (MODIFIED PROCTOR)WATER SETTLING
OF BACKFILL NOT ALLOWED.
*SAWCUT BOTH SIDES BACK TO UNDISTURBEDPAVEMENT. SQUARE ALL EDGES AND TACK PRIORTO PAVING. SEAL ALL JOINTS W/LIQUID ASPHALTAFTER PAVING. COVER IMMEDIATELY W/SAND.
NOTES:
1. ROAD CUTS MUST MEET TOWNREQUIREMENTS.
2. DETAIL PERTAINS TO PIPE SIZES 12"AND UNDER.
3. TRENCH BACKFILL SHALL BE CLEANEARTH OR SAND, FREE FROM CLAY,FROZEN LUMPS, ROOTS OR MOISTUREIN EXCESS OF THAT PERMITTINGREQUIRED COMPACTION. ROCKS ORLUMPS LARGER THAN 3 INCHESMAXIMUM SHALL NOT BE USED FORPIPE ZONE BACKFILL.
4. PIPE ZONE BEDDING PERWSDOT/APWA.
5. USE OF NATIVE MATERIAL FORBACKFILL MAY BE APPROVED BY THEENGINEER.
6. LOCATER WIRES SHALL BE BLUECOATED 14 GAGE COPPER WIRECONTINUOUS TO ABOVE GROUNDACCESS POINTS (METERS & VALVES)SPLICES IN WIRE, IF NEEDED, SHALLBE MADE WITH WATERPROOF SPLICEKITS.
7. IF DI PIPE IS USED IT SHALL BEENCASED IN POLYETHYLENE
PAVED AREA
6"
BEDDINGPER WSDOT/APWA
9-03.12(3)
TRENCH BACKFILL
4" MIN TO 12" MAX
6"TYP
12"
MAX. TRENCH OPENINGSHALL NOT EXCEED30" OR 1-1/2 TIMES
THE OUTSIDE DIAMETEROF THE PIPE, PLUS 18",
WHICHEVER IS GREATER.
NO VOIDS IN HAUNCH AREA
WATER MARKER
COMPACT 6" CRUSHEDSURFACING TOP COURSE TOMIN. 95% MAXIMUM DENSITY
(MODIFIED PROCTOR)
4" CL B A.C. PAVEMENT OR EQUAL TO DEPTHOF EXISTING ASPHALT REMOVED,
WHICHEVER IS GREATER IN 2" MAX. LIFTS
EXISTING A.C.PAVEMENT
HAMMER ORWHEEL CUT*
SHORING AS REQUIRED PER WSDOTSTANDARD SPECIFICATIONS SEC. 7-08.3(1)B.
UNDISTURBED AREA
WATER LINELOCATER WIRE
90° BEND
CAP
B
A
B
B
GATE VALVE
TEE
B
CAPPED CROSS
C
11.25° BEND
E
D
22.5° BEND CROSS
45° BEND
G - J
B
C
2000 PSI CONCRETE THRUST BLOCK - TABLE
C
NOTES:
1. BEARING AREA OF CONC. THRUST-BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1,000 POUNDS PERSQUARE FOOT.
2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS.3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 36 SQ. INCHES 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. CONTRACTORS SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. TEST AT 250 PSI AT LOWEST POINT.
9"
F
MIN. BEARING AGAINST UNDISTURBED SOIL VERTICAL THRUST BLOCKING
PIPESIZE
A - 90°(SF)
B - TEE°(SF)
C - 45°(SF)
D - 22.5°(SF)
E -11.25°(SF)
F - GV°(SF)
A - 90°(CY)
A - 90°(CY)
A - 90°(CY)
A - 90°(CY)
4" 4 4 4 4 4 - - - - -
6" 10 7 6 3 2 - 2 - - -
8" 18 12 10 5 3 3 4 2 - -
10" 24 22 14 8 5 4 8 3 - -
NOTE:
ADDITIONAL BLOCKING MUSTBE PROVIDED IF GATE VALVEIS AT END OF LINE LINEDURING TESTING.
NOTES:
SEE THRUST BLOCK TABLE, DETAIL PROVIDEPOLYETHYLENE SHEETING TO COVER BOLTS ANDJOINTS FOR DISMANTLING.
BLIND FLANGE
PLUG
2 - 3/4" DIA. RODS FOR10" SIZE & SMALLER
SMALLERSIZE PIPE
3/4" MIN. DIA.GALVINIZED RODS4" MIN HOOK
NOTES:
1. AIR-N-VAC UNIT AND BOX SHALL BE INSTALLED IN A NON-TRAFFIC AREA.2. SADDLE FOR AIR-N-VAC UNIT SHALL BE INSTALLED AT THE HIGH POINT OF THE LINE. IF HIGH POINT FALLS IN
LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, INSTALL WATER MAIN TO CREATE A HIGH POINTWHERE AIR-N-VAC CAN BE LOCATED.
3. ALL PIPE AND FITTINGS SHALL BE MINIMUM PRESSURE CLASS 200 PSI, IPS SIZE. ALL FITTINGS BETWEEN MAINAND AIR-N-VAC SHALL BE BRASS AND ALL FITTINGS ON THE AIR-N-VAC DISCHARGE SHALL BE GALVANIZED.
4. CONCRETE METER BOX PENETRATIONS SHALL BE GROUTED.5. AIR-N-VAC RISER SHALL BE PAINTED AS DIRECTED BY THE ENGINEER.
EXIST. GRADE EXIST.GRADE
12"MIN.
3"3" MIN.
24"MIN.LARGE CONCRETE METER
BOX WITH RISERS ASNEEDED BROOKS SERIES 65T,
CARSON SERIES 1730, ORFOGTITE NO. 2
6" PVC PIPE NOTCHED AT THEBOTTOM TO PROVIDE
CLEARANCE OVER PIPE
1" BRASS UNION1" BRASS NIPPLE
1" BRASS ELL
TEST TAP W/HOSE BIB
1" BRASS UNION
BACKFILL WITH STYROFOAMPEANUTS TO TOP OF BONNET
1" CURB STOP MUELLER
1" GALV. RETURN BEND
1" GALV. BEEHIVE STRAINER
1" GALV. PIPE
4"x4" PRESSURETREATED POST
STAINLESS STEELMETAL STRAPS
1" GALV. STREETELL (HORIZ.)1" GALV. 90°ELL (VERT.)
1" HIGH DENSITYPOLYETHYLENE IPS
1" COMBINATION AIR &VACUUM RELIEF VALVECRISPIN
1" BRASS NIPPLE
12" MIN. DEPTH1-1/2" MINUS WASHEDDRAIN ROCK
1" BRASS 90° ELL
8"x8"x6" CONC. BLOCK
1" BRASS NIPPLE
1" BRASS NIPPLE
1" HIGH DENSITYPOLYETHYLENE IPS
1" COMPRESSIONCOUPLING
1" 90° ANGLECOUPLING
BRONZECORPORATION
STOP MUELLER
1" BRASS NIPPLE(TYPICAL)
SADDLE ROMACOR ROCKWELL
WATER MAIN
EXTENSION DETAIL
MAINWATER
NOTES:
1. VALVE BOXES SHALL BE CENTERED DIRECTLY OVER THE VALVE NUT IN A VERTICALPOSITION.
2. VALVE BOX TOP SHALL BE ADJUSTED TO MEET FINISHED GRADE.3. PVC SHALL BE ONE CONTINUOUS PIECE - NO BELLS OR COUPLERS.
12"12"4"
2"
2"
1/4"
CAST IRON VALVEBOX ASSEMBLY
2" SQUARE NUT SOCKETMADE FROM 1/4" STEEL PLATE
VALVE BOX TO BEENCASED IN ASPHALTOR CONCRETE IFNOT IN PAVED AREA
FINISHEDGRADE
1/4" STEELPLATE
FILLET WELD(TYP)
TYLER PIPE RIM & LIDSN 145325 OR EQUAL
WITH "WATER" SCRIBED.
36"COVER
PRO
PERT
Y LI
NE
2" - 4"
SPECIAL FILL NOTE:
1. AREAS OF WET OR HIGHLY ORGANICNATIVE SOILS WILL REQUIRE A MIN. 2FT. DEEP COMPACTED FOUNDATIONBED 3 FT AROUND TOTAL ASSEMBLY.CONSULT ENGINEER IF FOUND.
NOTES:
1. FIRE HYDRANT AND BOLLARD TO BEYELLOW (OSHA SAFETY YELLOW) INSTALLBLUE PAVEMENT MARKER IF HYDRANT ISIN RIGHT-OF-WAY.
2. THRUST BLOCKING NOT SHOWN FORCLARITY. SEE THRUST BLOCK DETAIL FORADDITIONAL INFORMATION.
24"
2"
24"
2"
VARIABLE VARIABLE
MUELLER CENTURION 250, 5 1/4" NSTPORT, AND 2 - 2 1/2 NST PORTS
5" STORZ ADAPTER
HYDRANT EXTENSION ASNEEDED FOR BASE ELEVTO REACH ELEV OF ROADC/L OR FOG-LINE ASAPPLICABLE.
ASPHALTPATCH IF NOT PAVED AREA
FINISHED GRADE
1 1/2" WASHED GRAVEL1/2 CU. YD. GRAVEL BACKFILLFOR DRAINAGE
TAR PAPER
12' MINIMUM COMPACTED BEDDINGINSTALL MORE AS NEEDED FOR
WET SOIL AREAS WITH HIGHORGANIC CONTENT. SEE FILL NOTE
12" x 12" x 4"CONCRETE BLOCK
2-3/4" STEELSHACKLE RODSIF NO MEGA-LUGS
FLANGE
TEE DI = FLORHDPE = FLxFL
6" AUXILIARYGATE VALVE(FLxMJ)
ASPHALT/CONC PATCH IFNOT IN PAVED AREA
VALVE BOX
MJ W/ MEGA-LUG DUCTILE IRONSPOOL, LENGTH AS REQUIRED
STATE
OF WASHINGTON
QUINN. CLEMENTS
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EV
ILLE
P.O
. Box
113
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eela
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A 9
8249
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60.3
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C405 15 OF 23
VARIESW02
WATER MAIN TRENCHING (PAVED)TOWN OF COUPEVILLE
NTS VARIESW03
WATER MAIN THRUST BLOCKINGTOWN OF COUPEVILLE
NTSVARIESW01
WATER MAIN TRENCHING (UNPAVED)TOWN OF COUPEVILLE
NTS
VARIESW31
FIRE HYDRANT ASSEMBLY DETAILTOWN OF COUPEVILLE
NTSVARIESW17
MAINLINE WATER VALVETOWN OF COUPEVILLE
NTS-W20NOT USED
NTS
1
Digitally signed by Quin Clements Date: 2021.03.26 15:56:53 -07'00'
WATER DISTRIBUTION MAIN IN STREET
M
SANITARY COLLECTION SEWER
PROPERTY LINE
MINIMUM 10 FOOTSEPARATION EDGE
TO EDGE
METER LOCATED 1TO 3 FEET FROMPROPERTY LINE
MINIMUM 10 FOOTSEPARATION EDGE
TO EDGE
A
A
SECTION VIEW A-A
SEWER
LINE
NOTES:
1. GRAVITY SEWER LATERAL SHALL BE INSTALLED 18" BELOW WATER MAIN UNLESSOTHERWISE APPROVED BY TOWN.
2. PRESSURE SEWER LATERAL AND PRESSURE COLLECTION SEWER SHALL BE INSTALLEDIN CASING PIPE 18-INCHES BELOW WATER MAIN
TOP OF SEWER ORPRESSURE SEWERCASING TO BE MIN18" BELOW WATERMAIN IF FEASIBLE
MIN 10'EACH SIDE
WATERMETER
PL
DOMESTICSUPPLY TOPREMISES
LATERALSEWER LINE
SEWER LINE CASING PIPE WHEN REQUIRED PER DOEMANUAL - CRITERIA FOR SEWAGE WORKS DESIGN
WATER MAIN
PROVIDE CASING PIPE PER DOE MANUAL - CRITERIAFOR SEWAGE WORKS DESIGN, SECTION C.1-9.1.4.
CENTER 20' CASING PIPE UNDER WATER MAIN.
24" MIN.
10" MIN.
NOTE:
ON ROAD CROSSING, PURVEYOR MAY INSTALL SINGLE1"Ø SERVICE WITH TWO METER BOXES AT PROPERTYLINE BETWEEN CUSTOMERS
NOTE:
IN LOW PRESSURE AREASPURVEYOR MAY INSTALL 1"POLYETHYLENE
5/8"x3/4" DISPLACEMENT METERSENSUS MODEL IPERL
PLASTIC METER BOX, CARSON MODEL1419 c/w EXTENSION FOR 3/4" METER.
FOR 1" METER USE MODEL 1324
DETECTABLE MARKING TAPE, 6" BLUE"WATER" INSTALL 12" ABOVE SERVICE.
METER SETTER c/w INLET BALL VALVE,OUTLET ANGLE DUAL CHECK BACKFLOWPREVENTER, AND INLET/OUTLETCOMPRESSION FITTINGS FOR HDPE PIPEPER OWNER'S STANDARDSPECIFICATIONS. VENT PIPE
DOUBLE STRAP SERVICE SADDLE WITHMAIN STOP c/w COMPRESSION FITTING,TAP MAIN AT 3 O'CLOCK POSITION
SINGLE SERVICE 3/4"POLYETHYLENE
1"x3/4"x3/4"COMPRESSION TEE
DUAL SERVICE 1"POLYETHYLENE
3/4" COMPRESSION 90° BEND
OLDCASTLE MODEL 1419-4170 FLUSHCOVER LID WITH CAST IRON 4-1/2" x 7-1/2"DOOR FOR AUTOMATIC METER READERAND 1-3/4" TOUCH READ HOLE
LOCATOR WIRE
NOTES
1. THE FILLING OF MAINS SHALL BE DONE ONLY UNDER THE SUPERVISION OF THE TOWN'S REPRESENTATIVE.2. AN APPROVED BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED BETWEEN THE EXISTING AND NEW WATER LINES
DURING DISINFECTION AND FLUSHING OF NEW WATER MAIN.3. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE
TESTING OF THE NEW MAIN.4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW MAIN IS FLUSHED, DISINFECTED
AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED.5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5%
AVAILABLE CHLORINE SOLUTION.6. PROVIDE TEMPORARY TAPPED TEE, PLUG AND THRUST BLOCK. EXCAVATE 1 FOOT BELOW MAIN (MIN.) AND PROVIDE GRAVEL
WORKING FLOOR FOR FIELD CLOSURE. FIELD CLOSURE SHALL NOT BE INSTALLED UNTIL APPROVED BY WATERDISTRICT/MUNICIPALITY (AFTER A SATISFACTORY BACTERIOLOGICAL REPORT).
7. MIN CHLORINE LEVEL AFTER 24 HOUR RETENTION SHALL BE 25 mg/L. DE-CHLORINATE ALL WATER FLUSHED FROM MAINS8. MIN PRESSURE SHALL BE 225 PSI. PRESSURE SHALL BE MAINTAINED FOR 2 HOURS WITH LESS THAN 10 PSI DROP IN
PRESSURE AND LESS THAN 1 GALLON OF MAKEUP WATER
HYDRANT ON EXISTINGWATER MAIN
2.5" CONTROL VALVEDOUBLE CHECK
VALVE ASSEMBLY
TEMPORARY TESTBLOCKING
TEMPORARY CAPOR PLUG
2.5" DISINFECTEDSUPPLY HOSE
SAMPLE TAP
NEW WATER MAIN
DISCHARGE/FLUSHING
NEW HYDRANT, BLOW-OFFASSEMBLY, OR TEMPORARYFLUSHING CONNECTIONWITH GATE VALVE
HOSE BIB FAUCETSAMPLE
PORTABLE PUMP WITH CAPACITY TOSUPPLY A MIN 225 PSI SUPPLY FROMTANK WITH POTABLE, CHLORINATEDWATER
WATER METER
225 MIN PSI RATEDDISINFECTED
SUPPLY HOSE
SAMPLE TAP
NEW WATER MAIN
2.5" CONTROL VALVE 0 TO 300 PSI PRESSURE GAUGE
FIELD CLOSURE. MINIMIZE DISTANCE.ARRANGEMENT MUST BE APPROVED
BY WATER DISTRICT/MUNICIPALITY
PROVIDE SLEEVE AND THRUST BLOCKING ON EXISTING MAIN (IFNECESSARY) TO SPEED UP CONNECTION TO EX MAIN
11' 3' 7' 5' TO 6' 3'
11' 3' 7' 3'
11' 6' 13'
11' 3' UTILITIES 4'
MIN 6" SEPARATION
MIN 18"SEPARATION
MIN 36" COVER24"±
MIN 18" SEPARATION
12"±
SEWER LATERALCLEANOUT, 6" TO 18"
FROM PROPERTY LINE
MIN 10' SEPARATION
PAVEMENTLANE
WIDTH
DRAINAGESWALE &
BLVD.
GRVLSHLD
PAVEMENTLANE
WIDTH
BLVD.
CL
PAVEMENTLANE
WIDTH
DRAINAGESWALE &
BLVD.
GRVLSHLD
PAVEMENTLANE
WIDTH
BLVD
CL
PAVEMENTLANE
WIDTH
GRAVELSHOULDERWALKWAY
CL
DRAINAGESWALE & BLVD
ALLOCATED FORSANITARY SEWER
ALLOCATEDFOR WATER
MAINS
AREA AVAILABLE TOELEC, CABLE, TELE, ANDGAS TO EITHER SIDE OF
STORM DRAIN
PAVEMENTLANE
WIDTH
WATERMAIN
WATERMAIN
WATERMETER BOX
ELEC, CABLE, TELE, ETC.
STORMDRAIN
HALF OF 60' RIGHT-OF-WAY
HALF OF 60' RIGHT-OF-WAY
HALF OF 60' ROW
5' TO 6'
MINIMUM 2' FROMCURBED STREETMINIMUM 2' FROMEDGE OF GRAVEL
SHOULDER
3'
3'
3' TO 5'
2' TO 5'
NOTES:1. HYDRANT LOCATION TO BE SPECIFIED BY PUBLIC WORKS DIRECTOR2. MAXIMUM HYDRANT SPACING SHALL BE:
2.a. LOW DENSITY AND AGRICULTURAL AREAS: MAXIMUM 900 FEET BETWEEN HYDRANTS.2.b. FOR ALL OTHER (HIGHER DENSITY) DEVELOPMENTS, AS REQUIRED BY COUNTY FOR SUBDIVISION OR
DEVELOPMENT APPROVALWITHIN TOWN LIMITS (CHAPTER 16.24.050(5) OF TOWN CODE, DEVELOPMENT REGULATIONS)
2.c. LOW DENSITY AND AGRICULTURAL AREAS: MAXIMUM 900 FEET BETWEEN HYDRANTS.2.d. RESIDENTIAL AREAS: MAXIMUM 600 FEET2.e. COMMERCIAL/INDUSTRIAL AREAS: AS REQUIRED BY FIRE MARSHAL BUT NOT TO EXCEED 300
FEET(SCHOOLS, HOSPITAL AND OTHER LARGER PUBLIC BUILDINGS TO BE CONSIDERED AS COMMERCIAL).2.f. BUILDING OF WHICH ANY PORTION IS MORE THAN 150 FEET FROM THE PUBLIC WATER SUPPLY SHALL
HAVE HYDRANTS LOCATED AS DIRECTED BY FIRE MARSHAL.3. THE MAXIMUM HOSE LAY IN A LOW DENSITY AREA FROM A HYDRANT TO THE LAST CUSTOMER (EXAMPLE: FOR
A CUL-DE-SAC_ SHALL BE 500 FEET)
EDGE OF PAVEMENT
CENTER LINE
RIGHT OF WAY LINE
C
B A
M
M
M
M
M
NOTESBANK OF METERS TO BE INSTALLED ONLY WHERE 2"Ø COMMON HDPE PIPEIS INSTALLED TO CROSS STREET TO AVOID MULTIPLE PAVEMENT CUTS OR JACKEDCASINGS FOR EACH SERVICE.
DIS
TRIB
UTI
ON
MA
IN
ED
GE
OF
PA
VE
ME
NT
ED
GE
OF
PA
VE
ME
NT
PURVEYOR'S WATER METER IN PLASTICMETER BOX c/w METER SETTER w/o METER
CHECK (SEE AIR RELEASE VALVE DETAIL)
CUSTOMER'S INSTALLED, PURVEYOR'SAPPROVED BACKFLOW PREVENTION
(SEE SERVICE CONNECTION DETAILS)
WHERE REQUIRED BY TOWN 2" R/WGATE VALVE, F IPT ENDS, c/w VALVE
BOX TWO 2"Ø MUELLER 110COMPRESSION FITTING x M IPT
(#H15458) DOWNSTREAM FITTINGSMAY BE M IPT BY SOCKET ADAPTER
FOR PVC PIPE
2" R/W GATE VALVE, F IPT ENDS,c/w VALVE BOX
2" Ø MUELLER 110COMPRESSION FITTING x M IPT(#H15458)
6" CASING PIPE UNDERPAVEMENT
2" Ø HDPE PIPE, WITH BUTTFUSED JOINTS
BUTT FUSED JOINTS OR BRASS90° BEND WITH TWO 2"MUELLER 110 COMPRESSIONFITTING x F IPT (#H15451)
STATE
OF WASHINGTON
QUINN. CLEMENTS
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8249
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C406 16 OF 23
VARIESW21
STANDARD SINGLE/DOUBLE WATER METERTOWN OF COUPEVILLE
NTS VARIESW04
WATER MAIN FILLING DETAILTOWN OF COUPEVILLE
NTSVARIESW07
WATER MAIN AND SEWER SEPARATION DETAILSEWER CASING METHOD
NTS
VARIESW14
BANK OF 3 TO 6 METERS DETAILTOWN OF COUPEVILLE
NTSVARIESW09
UTILITY CONTROL - HYDRANTSTOWN OF COUPEVILLE
NTSVARIESW16
STANDARD ROAD CROSS SECTIONS AND UTILITY SEPARATIONTOWN OF COUPEVILLE
NTS
C407W21B
Digitally signed by Quin Clements Date: 2021.03.26 15:57:24 -07'00'
STANDARD INSTALLATIONPREMISES ISOLATION
ALTERNATE 1 - PURVEYOR ACCEPTS BACKFLOWPREVENTION BY CUSTOMER'S COMPLIANCE WITHPLUMBING CODE
ALTERNATE 2 - PURVEYOR ACCEPTS BACKFLOWPREVENTION BY CUSTOMER'S COMPLIANCE WITHPLUMBING CODE AND ADDED DCVA FOR LAWNSPRINKLER SYSTEM
LOCATED BETWEEN1 & 3 FEET OF
PROPERTY LINE LOCATE NOT MORE THAN 5 FEETFROM PROPERTY LINE
NOTE
PURVEYOR'S DISTRIBUTION MAIN AND SERVICE PIPE SHALL NOT BE USED ASGROUND FOR CUSTOMER'S ELECTRICAL SYSTEM.
LOCATE WITHIN 2 FEET
M
M
M
M
3/4"Ø SERVICE
3/4"Ø SERVICE
3/4"Ø SERVICE
1"Ø SERVICEALTERNATE FOR DUALMETERS ON SINGLEROAD CROSSING
DIS
TRIB
UTI
ON
MA
IN
PLLOCATE WITHIN 2 FEET
PURVEYOR'S WATER METER IN PLASTICMETER BOX c/w METER SETTER ANDMETER CHECK
CUSTOMER'S INSTALLED,PURVEYOR'S APPROVEDBACKFLOW PREVENTION
CUSTOMER'S INSTALLED,PURVEYOR'S APPROVEDBACKFLOW PREVENTION
PURVEYOR'S WATERMETER IN PLASTIC METER
BOX c/w METER SETTER w/oMETER CHECK (SEE AIR
RELEASE VALVE DETAIL)
V VB.O. 6"G.V.
10'
18"2'
18"
2'-6"
NOTES:
1. GUARD POSTS TO BE INSTALLED ONLY AS DIRECTED BY THE DISTRICT.2. VALVE MARKERS TO BE USED FOR BLOW OFF AND MAINLINE VALVES OUTSIDE PAVED AREAS.
VALVE MARKER POST
4"
4"
6-1/4"
18"
3'-6"
LEVEL WITH BONNET FLANGEOF HYDRANT OR 2'-6" ABOVE
FINISHED GRADE
CONCRETE BACKFILLTO 6" FROM GROUND
WHERE SPECIFIED. EARTHBACKFILL COMPACTED IN
6" LAYERS ELSEWHERE.
HYDRANT GUARD POSTSHALL BE 9" Ø BY6' LONG PRECASTCONCRETE POST EQUALTO FOG-TITE METERSEAL CO. PAINT WITHTWO COATS OSHASAFETY YELLOW, ENAMEL.
3'-0"MIN. RADIUSOF LEVEL GROUNDAROUND FIRE HYDRANT
VALVE MARKER POSTSHALL BE EQUAL TO
FOG-TITE METER CO.W/ 2 COATS OF BLUE
CONCRETE PAINT.PAINT DISTANCE FROM
THE VALVE MARKERTO THE VALVE ON THE
POST WITH NEATLYSTENCILED WHITE ENAMEL
NUMBERS, 1" IN HEIGHT
FIRE HYDRANT GUARD POST
CROSS SECTION PLAN
VALVE MARKER POST - FRONT VIEW
BLOW-OFF ASSEMBLY GATE VALVE
STATE
OF WASHINGTON
QUINN. CLEMENTS
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113
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8249
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C407 17 OF 23
C406W21B
OLDCASTLE WATER ENCLOSURE DETAILTOWN OF COUPEVILLE
NTSVARIESW32
VALVE MARKER POST AND HYDRANT PROTECTION DETAILTOWN OF COUPEVILLE
NTSVARIESW11
RESIDENTIAL WATER SERVICETOWN OF COUPEVILLE
NTS
Digitally signed by Quin Clements Date: 2021.03.26 15:57:54 -07'00'
68.25' (68.28' PLAT)
6"
I.E.=48.03
I.E.=50.65
I.E.=51.98
I.E.=47.19
I.E.=50.86
I.E.=52.42I.E.=55.38I.E.=57.17
C
6"
YD
F3"
F6"
F6"
F6"
F
30"
W
WW
WW
W
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW W W W W W W W W W W W W W W W W W W W W W W W W W W
UP
UP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P P P P P P P P P P P P P P P P P
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UPUP
UP
N81
°07'
41"W
87.7
7'
165.
26' (
165.
29' 'P
LAT)
Δ=76°00'36" L=152.56' R=115.00'
N1°22'19"E
169.10' (169.13' PLAT)
BLACKBERRIES
BLACKBERRIES
6-FT HIGH HOGWIRE FENCE
ROCK WALL
12" CPP
F
28"
F12"
F14"
F12"
F
8"
F16"
UP
UP
12" CONC
UT
UTUT
UT
UTUT
UPTV
TV TV
TVTV
LANDSCAPE
N1°29'27"E (S
7
70
65
60
55
50
PLANTERGRAVELGRAVEL
GRAVEL
±6-FT WIDEHEDGE
FOUND 3/4" OUTSIDE DIAMETER IRONPIPE WITH CAP MARKED "DPAC 15640"EXPOSED 0.2 FT AND LEANING SLIGHTLYWEST. REFERENCE SURVEY AFN900113583.
12" CMPQUARRY SPALLS
FOUND 1-3/4" OUTSIDEDIAMETER IRON PIPE
75
70 60
55
55
MON 4
12" CMP
SS
SS
S
SSMH 4269
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
2+00
3+00
4+00
WW
WW
WW
WW
WW
WW
WM W
M
SSSSSS
SSSSSS
SS
SS
SS
SS
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W
30
35
40
45
50
55
60
65
70
75
80
30
35
40
45
50
55
60
65
70
75
801+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20
1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20
6" S
EW
ER
SE
RV
ICE
STA
: 3+1
9.39
8" IE
: 50.
316"
SE
WE
R S
ER
VIC
ES
TA: 3
+20.
898"
IE: 5
0.23
3/4"
WA
TER
SE
RV
ICE
STA
: 3+9
9.87
3/4"
WA
TER
SE
RV
ICE
STA
: 3+3
4.66
285 LF 8" SS @ 5.45%
102 LF 8" SS (THIS SHEET)
EG
KEY NOTESKEY DESCRIPTION DETAIL/
SHEETREPLACE EX SSMH 4269(TOWN MH 15-5)W/48 IN TYPE IRIM 57.528" IE (SE) 50.62 (PVC)8" IE (N) 50.52 (PVC)
S-4/C504
REPLACE 102 (THIS SHEET) LF8" CONCRETE SEWER MAINW/8" PVC
ST2/C505
ABANDON AND CAP EXISTING6" SANITARY SIDE SEWER INSSMH 4269 (TOWN 15-5)CURRENTLY SERVING 603 NEPERKINS STREET
-
REPLACE EX SSS SERVICEWITH NEW 6" SSS FROM MAINTO ROW
S-1/C504
CONNECT NEW 6" SSS TOEXISTING SSS AT ROW S-1/C504
TRENCH PATCHRESTORATION (TYP) ST2/C505
1
2
3
4
5
6
STATE
OF WASHINGTON
QUINN. CLEMENTS
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98
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WA
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3/26/21
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CO
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EV
ILLE
P.O
. Box
113
2Fr
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A 9
8249
P: 3
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F: 3
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10 5 0 10 20
SCALE IN FEET
MA
TCH
LIN
E - S
HEE
T C
501
SHEET KEYNOT TO SCALE
PE
RK
INS
9TH
6TH
C500
C501
C502
C503
10 5 0 10 20
SCALE IN FEET
105
010
20
SC
ALE
IN F
EE
T
MA
TCH
LIN
E - S
HEE
T C
501
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
R IM
P\D
WG
\DR
AW
ING
\C50
0 S
EW
ER
PLA
NS
.DW
GLA
ST
MO
DIF
IED
BY
: ND
AV
IS -
SA
VE
DA
TE: 3
/26/
2021
1:1
1 P
M -
SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
HE
ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C500 18 OF 23
NE PERKINS STREET
1
14
3
4
2
5
5
2
6
Digitally signed by Quin Clements Date: 2021.03.26 15:58:18 -07'00'
SS SS SS SS SS SS SS SS
I.E.=36.83
I.E.=36.90
I.E.=37.65
F12"
3"
8"
I.E.=37.19
M4"
I.E.=39.99
C
(2) 14"
6"
6"
14"
I.E.=46.90
I.E.=43.44
I.E.=46.18
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
P P P P P P P P P P P P P P
P
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P
WW
W
SWALE CL
SEE SURVEY NOTE 8)
UP
UP
UT
UT
UT
UP
UP
UT
UT
UTTV
TVU
TU
T
45 44
50
45
12" CONCSWALE CL
BLACKBERRIES CONCDRIVEWAY
MOWEDACCESS
GRAVEL
GRAVEL
QUARRY SPALLS
BLACKBERRIES
ADDRESSSIGN
RAILROAD TIEPLANTER
CONC BLOCKWALL
SWALE CL
EOP
EOP
R/W
R/W
47
43
42
30'
30'
CONC BLOCK WALL
PLANTER
12' CMP
GRAVEL
LANDSCAPING
3-FT HIGH CHAINLINK FENCE
UT
UT
UP
UP
N1°29'27"ES
SWALE CL
EOP
EOP
R/W
R/W
30'
30'
40
42
40
43
46
4" PVC
12' CONC
CONCCURB
WOODBORDER
GRAVEL
SWALE CL
SSMH 4291
TBM 1
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
5+00
6+00
WW
WM
W
WW
WW
WW
WW
WW
WWW
WM
WM
WM
WM
SSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SSS
SSS
SSS
SSS
SS
SS
SS
SS
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
SS
SS
SS
(4) WM
20
25
30
35
40
45
50
55
60
65
70
20
25
30
35
40
45
50
55
60
65
704+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60
4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60
6" S
EW
ER
SE
RV
ICE
STA
: 6+4
4.77
8" IE
: 33.
40
6" S
EW
ER
SE
RV
ICE
STA
: 5+9
5.49
8" IE
: 35.
396"
SE
WE
R S
ER
VIC
ES
TA: 5
+98.
798"
IE: 3
5.26
3/4"
WA
TER
SE
RV
ICE
STA
: 5+4
9.21
285 LF 8" SS @ 5.45%
6" S
EW
ER
SE
RV
ICE
STA
: 4+2
9.56
8" IE
: 44.
37
6" S
EW
ER
SE
RV
ICE
STA
: 4+8
1.56
8" IE
: 41.
58
6" S
EW
ER
SE
RV
ICE
STA
: 6+1
5.37
8" IE
: 34.
52
3/4"
WA
TER
SE
RV
ICE
STA
: 6+2
8.37
6" S
EW
ER
SE
RV
ICE
STA
: 4+2
4.67
8" IE
: 44.
63
395 LF 8" SS @ 3.82%
183 LF 8" SS (THIS SHEET) 52 LF 8" SS (THIS SHEET)
EG
KEY NOTESKEY DESCRIPTION DETAIL/
SHEETREPLACE 183 LF (THIS SHEET) 8"CONCRETE SEWER MAIN W/8" PVC ST2/C505
REPLACE EX SSS SERVICE WITHNEW 6" SSS FROM MAIN TO ROW S-1/C504
REPLACE EX SSMH 4291(TOWN MH 15-6)W/48 IN TYPE IRIM 40.874" IE (SE) 37.1 (PVC) ABANDON8" IE (S) 35.0 (PVC)8" IE (N) 34.9 (PVC)
S-4/C504
ABANDON AND CAP EXISTINGSANITARY SIDE SEWER IN SSMH4291 (TOWN MH 15-6) CURRENTLYSERVING 607 NE PERKINS STREET
-
CONNECT NEW 6" SSS TOEXISTING SSS AT ROW S-1/C504
REPLACE 31 LF 6 IN SSS STUB S-1/C504
REPLACE 52 LF (THIS SHEET) 8"CONCRETE SEWER MAIN W/8" PVC S-1/C504
TRENCH PATCH RESTORATION(TYP) ST2/C505
1
2
3
4
5
6
7
8
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
10 5 0 10 20
SCALE IN FEET
MA
TCH
LIN
E - S
HEE
T C
500
MA
TCH
LIN
E - S
HEE
T C
502
SHEET KEYNOT TO SCALE
PE
RK
INS
9TH
6TH
10 5 0 10 20
SCALE IN FEET
105
010
20
SC
ALE
IN F
EE
T
MA
TCH
LIN
E - S
HEE
T C
500
MA
TCH
LIN
E - S
HEE
T C
502
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
R IM
P\D
WG
\DR
AW
ING
\C50
0 S
EW
ER
PLA
NS
.DW
GLA
ST
MO
DIF
IED
BY
: ND
AV
IS -
SA
VE
DA
TE: 3
/26/
2021
1:1
1 P
M -
SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
HE
ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C501 19 OF 23
NE PERKINS STREET
2
3
2
2
4
1
5
5
5
5
5
7
7
3
1
2
5
5
6
2
2
8
C500
C501
C502
C503
Digitally signed by Quin Clements Date: 2021.03.26 15:58:42 -07'00'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
8"
I.E.=27.46
I.E.=27.87
I.E.=27.90I.E.=28.82
I.E.=29.58
I.E.=30.30
P
4"
P
4"
P
4"
I.E.=29.70
I.E.=30.38
I.E.=33.83 I.E.=33.99
I.E.=33.60
I.E.=34.79
4"
4"
4"16"
F12"
I.E.=36.74
P
I.E.=26.74
I.E.=28.10
6"CO
I.E.=35.34
WW
W
W
WW
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
UP
UP
UT
UT
UT
UT
P P P P P P P P P P P P P P P P P P P P P P PP P P P P P P P P P P P P P P P P P P
NO
R C
NE PERKINS STREET
CONC BLOCKWALL
F
10"
12' CMP SWALE CL
DENSE SHRUBS/VEGETATION8-FT HIGH
HOG WIRE FENCE
I.E.=36.75
6"
I.E.=35.68
8-FT HIGHMESH FENCE
UP
UP
RV POWERHOOKUP
GARAGE
CONC
GRAVEL
6" CONC
HOUSE
CONCPAVERS
SS
SS
SS
30
35
3540
4" CPP
12" CMP
CONCBLOCK WALL
CONCPAVERS
4" CPPCAPPED
CONC BLOCK PLANTER
CONC
12" CONC
4" CPP
CONCCURB
LANDSCAPEPLANTER
12' CMP
(2) 4" CPPGRAVEL
GRAVEL
12' CMP
4" CPP
FOUND 1-3/4" OUTSIDE
7+00
8+00
9+00
WW
WW
WW
W
FH
WM W
M WM
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
SS
SS
SS
SS
S
SS
SS
SS
SS
S
W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW
WW
WW
WW
WM
5
10
15
20
25
30
35
40
45
50
55
5
10
15
20
25
30
35
40
45
50
556+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00
6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00
6" S
EW
ER
SE
RV
ICE
STA
: 8+4
2.17
8" IE
: 25.
876" S
EW
ER
SE
RV
ICE
STA
: 7+6
0.57
8" IE
: 28.
98
6" S
EW
ER
SE
RV
ICE
STA
: 7+4
2.57
8" IE
: 29.
65
6" S
EW
ER
SE
RV
ICE
STA
: 6+9
4.57
8" IE
: 31.
48395 LF 8" SS @ 3.82%
3/4"
WA
TER
SE
RV
ICE
STA
: 7+3
0.26
240 LF 8" SS (THIS SHEET)
EG
KEY NOTESKEY DESCRIPTION DETAIL/
SHEETREPLACE 240 (THIS SHEET) LF8" CONCRETE SEWER MAINW/8" PVC
ST2/C505
REPLACE EX SSS SERVICEWITH NEW 6" SSS FROM MAINTO ROW
S-1/C504
CONNECT NEW SSS TOEXISTING SSS AT ROW S-1/C504
EXISTING SS FOUND INSURVEY. CONTRACTOR TOVERIFY IN FIELD. REPLACE TOROW IF FOUND.
-
TRENCH PATCHRESTORATION (TYP) ST2/C505
1
2
3
4
5
MA
TCH
LIN
E - S
HEE
T C
501
MA
TCH
LIN
E - S
HEE
T C
503
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
10 5 0 10 20
SCALE IN FEET
SHEET KEYNOT TO SCALE
PE
RK
INS
9TH
6TH
10 5 0 10 20
SCALE IN FEET
105
010
20
SC
ALE
IN F
EE
T
MA
TCH
LIN
E - S
HEE
T C
501
MA
TCH
LIN
E - S
HEE
T C
503
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
R IM
P\D
WG
\DR
AW
ING
\C50
0 S
EW
ER
PLA
NS
.DW
GLA
ST
MO
DIF
IED
BY
: ND
AV
IS -
SA
VE
DA
TE: 3
/26/
2021
1:1
1 P
M -
SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
HE
ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C502 20 OF 23
2
2
2 2
1
1
3
33
3
4
5
C500
C501
C502
C503
Digitally signed by Quin Clements Date: 2021.03.26 15:59:07 -07'00'
612.83'
30.0
0'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
I.E.=25.19
F
6"
P
12"P8"
12"10"6"
I.E.=25.97
W W W W W W W W W W W W W W W
P P P P P P P P P P P P P P P P
PP
P
R/W
STOP SIGN
DEN
SE SHR
UBS/VEG
ETATION
AVEL PATH
±4-F
EOP
EOP
R/W
30'
30'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
P P P P P P P P
C
(5) 8"
I.E.=25.52
D
E
8" CONC
N01°29'27"E66.00
CONC BLOCKWALL
33.00'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
5-FT HIGH
5-FT HIGHMESH FENCE
CONC PAVERS
GRAVEL
28
27
27
MON 5
ACCEPTSOUTHW
TBM 2
SSMH 4311
SDMH 4788
8" CONC
12" CONC
9+00
10+0
0
10+1
6
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
W W W W W W W W W W W
EX 8" PVC C
900 WM
5
10
15
20
25
30
35
40
45
50
55
5
10
15
20
25
30
35
40
45
50
559+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10
9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10
NE
9TH
ST
8" C
ON
C S
D C
RO
SS
ING
STA
: 9+6
4.35
IE: 2
5.36
395 LF 8" SS @ 3.82%
6" S
EW
ER
SE
RV
ICE
STA
: 9+5
8.07
8" IE
: 21.
45
6" S
EW
ER
SE
RV
ICE
STA
: 9+2
9.85
8" IE
: 22.
52
103 LF 8" SS (THIS SHEET)
EG
KEY NOTESKEY DESCRIPTION DETAIL/
SHEETREPLACE 103 (THIS SHEET) LF8" CONCRETE SEWER MAINW/8" PVC
ST2/C505
REPLACE EX SSMH 4311(TOWN MH 15-7)W/48 IN TYPE IRIM 27.3110" IE (E) 19.86 (PVC)8" IE (S) 19.81 (PVC)10" IE (W) 19.76 (PVC)
S-4/C504
PROTECT IN PLACE -
REPLACE EX SSS SERVICEWITH NEW 6" SSS FROM MAINTO ROW
S-1/C504
CONNECT NEW SSS TOEXISTING SSS AT ROW S-1/C504
TRENCH PATCHRESTORATION (TYP) ST2/C505
1
2
3
4
5
6
MA
TCH
LIN
E - S
HEE
T C
502
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
10 5 0 10 20
SCALE IN FEET
SHEET KEYNOT TO SCALE
PE
RK
INS
9TH
6TH
10 5 0 10 20
SCALE IN FEET
105
010
20
SC
ALE
IN F
EE
T
MA
TCH
LIN
E - S
HEE
T C
502
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
ATE
R &
SE
WE
R IM
P\D
WG
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\C50
0 S
EW
ER
PLA
NS
.DW
GLA
ST
MO
DIF
IED
BY
: ND
AV
IS -
SA
VE
DA
TE: 3
/26/
2021
1:1
1 P
M -
SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
HE
ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C503 21 OF 23
NE PERKINS STREET
NE 9TH ST
21
3
3
4
4
5
5
21
6
C500
C501
C502
C503
Digitally signed by Quin Clements Date: 2021.03.26 15:59:33 -07'00'
8"x8"x6" Wye
6" 45° B&S Ell
6" Pipe Sl 1/8"/ft. min.
6" Wye6" 45° B&S Ell
4" Side Sewer
6" Plugged Bell
Fin. Grd.
Easementor R/W line
(or ROMAC "CB" sewer saddle)4'
Min
.
(if d
epth
ava
ilabl
e)
6" to 18"
Customer ownsand maintainslateral to Wye
May 01 N.T.S.
WHERE BUILDING SETBACK FROM PROPERTY LINE IS GREATER THAN 25 FEET, A SECOND CLEAN-OUT RISERSHALL BE INSTALLED WITHIN 4 FEET OF BUILDING
Vandal Protectionwith Lock Cover for10" Circular PVC Box
THE CUSTOMER OWNS THE SEWER LATERAL ON THE TOWN'SRIGHT-OF-WAY OR TOWN'S UTILITY EASEMENT TO THEPOINT OF ITS CONNECTION TO THE TOWN'S SEWER. THE CUSTOMER SHALL UNDERTAKE ALL NECESSARY MAINTENANCEAND REPAIRS TO THE LATERAL AND SHALL BEAR ALL COSTSTHEREFORE.
6" X 4" Reducer
REVISED OCT. 2017
ELEVATION
PLAN
NOTES:
Cleanout, Olympic Foundry
SEWER
Ris
er 6
" Ø D
.I. P
ipe
& F
ittin
gs
c/w
EB
AA
Iron
"Meg
alug
" Res
train
t
ALTERNATEFITTINGS
Cus
tom
er o
wns
and
mai
ntai
ns
Tee
or W
ye o
nve
rtica
l ris
er.
SEWER
6"Ø
late
ral t
o D
.I.
R-O-W
6"Ø Cleanout Riser & CapStd. Plan S-1
sewers where specifiedRiser to be used for deep
12"
with PugPipe Bell
M1025 or equal, set
11" x 8" C. I. Locking
Flush with Pavement
ConcreteBase
by Town.
Use appropriate gaskets inD.I. fittings for connectingpipe with non-AWWA C907
24"
O.D. dimensions
May 01 N.T.S.
See Plan S-1 for note onownership and maintenanceresponsibility for lateral.
8"x8"x6" Wye
6" 45° B&S Ell
6" Pipe Sl 1/8"/ft. min.
6" Wye6" 45° B&S Ell
6" Plugged bell
6" Plugged Bell
Fin. Grd.
(or ROMAC "CB" sewer saddle)
4' M
in.
(if d
epth
ava
ilabl
e)
Tapped plugConnection to PE or
tank effluent pumpPVC line from septic
lateral to Wyeand maintainsCustomer owns
Easementor R/W line
6" to 18"
2" Min.
3/8" Vent Hole
10" Circular PVC Boxwith Lock Cover forVandal Protection
prevent back-siphonage. Top of cleanout pipeProvide vent hole in cleanout's plugged bell to
NOTE:
to be minimum of 2-inches above finishedgrade to prevent inflow of groundwater.
May 01 N.T.S.
See Plan S-1 for note on ownership andmaintenance responsibility for lateral.
REVISED OCT. 2017
Circular AdjustmentSection
and Cover, Bolt-Down24"Ø D.I. Manhole Ring
Eccentric Cone orFlat Section as
Precast RiserSection
Watertight Design withNeoprene Gasket andWashers, with SEWERCast in Cover
Precast BaseSection with Intergral Riser
Channel andShelf
Compacted 6" (Min.)Manhole design to conform to WA DOT
Town to specify 48", 54" or 60" manholeStandard Plans B-23a and B-25
NOTES:
diameter on construction plansDO NOT connect sewer service laterals tomanhole; Connect only to sewer pipe
1 )
2 )
3 )
Gravel Backfill Base
Specified by Town
Aug. 01 N.T.S.
Polyolefin Joint Wrapat Each Joint
REVISED OCT. 2017
8"x8"x6" Wye
Existing Utility
6" PVC
6" Wye
Length,
6" Plugged Bell
Fin. Grd.
(or ROMAC "CB" sewer saddle)
R/W line
6" to 18"
2" Min.
10" Circular PVC Boxwith Locking Cover for
Vandal Protection
- Maintain 36" cover on private property, min.
- For use to avoid existing utilities. NOTE:
- Customer owns and maintains lateral up to and including tee into main.
6" Bend
6 x 4 Reducer
4" PVC
As Necessary
Sl 1/8"/ft. min.
2 Ea. 6" x 45° Bends
As Needed
6" 45° B&S Ell
approved by:
SewerMain
Slope 1/8"/ft. min.
- 18" separation is required when existing utility is water main. Refer to Standard Plan W-16 for additional details.
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
gr.c
om
CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
-CIV
IL\C
OU
PE
VIL
LE, T
OW
N O
F\W
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R &
SE
WE
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GLA
ST
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IS -
SA
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/26/
2021
1:1
1 P
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SH
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ET:
XX
XX
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LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C504 22 OF 23
CONNECT TOEXISTINGSERVICE
MANHOLE DESIGN TO CONFORM TO WADOT STANDARD PLAN B-15.20-01
Digitally signed by Quin Clements Date: 2021.03.26 15:59:58 -07'00'
DEPTH PER PLAN BACKFILL IN 6" MAXIMUM LIFTS
TO MIN. 95% OF MAXIMUMDENSITY (MODIFIED PROCTOR)
WATER SETTLINGOF BACKFILL NOT ALLOWED.
*SAWCUT BOTH SIDES BACK TO UNDISTURBEDPAVEMENT. SQUARE ALL EDGES AND TACK PRIORTO PAVING. SEAL ALL JOINTS W/LIQUID ASPHALTAFTER PAVING. COVER IMMEDIATELY W/SAND.
NOTES:
1. ROAD CUTS MUST MEET TOWNREQUIREMENTS.
2. DETAIL PERTAINS TO PIPE SIZES 12"AND UNDER.
3. TRENCH BACKFILL SHALL BE CLEANEARTH OR SAND, FREE FROM CLAY,FROZEN LUMPS, ROOTS OR MOISTUREIN EXCESS OF THAT PERMITTINGREQUIRED COMPACTION. ROCKS ORLUMPS LARGER THAN 3 INCHESMAXIMUM SHALL NOT BE USED FORPIPE ZONE BACKFILL.
4. PIPE ZONE BEDDING PERWSDOT/APWA.
5. USE OF NATIVE MATERIAL FORBACKFILL MAY BE APPROVED BY THEENGINEER.
PAVED AREA
4"
BEDDINGPER
WSDOT/APWA9-03.12(3).
COMPACT TOMIN 95% MDP
TRENCH BACKFILL
4" MIN TO 12" MAX
6"TYP
MAX. TRENCH OPENINGSHALL NOT EXCEED30" OR 1-1/2 TIMES
THE OUTSIDE DIAMETEROF THE PIPE, PLUS 18",
WHICHEVER IS GREATER.
NO VOIDS IN HAUNCH AREA
COMPACT 6" CRUSHEDSURFACING TOP COURSE TOMIN. 95% MAXIMUM DENSITY
(MODIFIED PROCTOR)
4" CSTC COMPATC TO MIN 95% MDP
EXISTING A.C.PAVEMENT
HAMMER ORWHEEL CUT*
SHORING AS REQUIRED PER WSDOTSTANDARD SPECIFICATIONS SEC. 7-08.3(1)B.
UNDISTURBED AREA
DETECTABLEUNDERGROUND
MARKING TAPE 4INCH X 5 MIL, GREEN
INSTALLED 12" TO 18"BELOW FINISH
GRADE AND MIN 12"ABOVE PIPE
STATE
OF WASHINGTON
QUINN. CLEMENTS
To
wn
of
Co
up
evil
le
Fax
: 3
60
-67
8-3
29
9
Tel
: 3
60
-67
8-4
46
1
Co
up
evil
le,
WA
98
23
9
4 N
ort
hea
st S
even
th S
tree
t
CO
UP
EV
ILLE
WA
TER
&S
EW
ER
IMP
RO
VE
ME
NTS
3/26/21
TO
WN
OF
CO
UP
EV
ILLE
P.O
. Box
113
2Fr
eela
nd, W
A 9
8249
P: 3
60.3
31.4
131
F: 3
60.3
31.5
131
ww
w.d
cgen
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CA
D F
ILE
NU
MB
ER
: P:\C
LIE
NTS
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IL\C
OU
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SE
WE
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P\D
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\C50
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EW
ER
PLA
NS
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GLA
ST
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DIF
IED
BY
: ND
AV
IS -
SA
VE
DA
TE: 3
/26/
2021
1:1
1 P
M -
SH
EE
T S
ET:
XX
XX
- O
RIG
INA
L S
HE
ET
SIZ
E: A
NS
I FU
LL B
LEE
D D
(34.
00 X
22.
00 IN
CH
ES
)A
UTO
CA
D V
ER
SIO
N: C
IVIL
3D
201
3
C505 23 OF 23
-ST1NOT USED
NTS VARIESST2
SEWER MAIN TRENCH, BEDDING & PAVEMENT RESTORATIONROAD AND CONC DRIVEWAY REPLACEMENT
NTS
Digitally signed by Quin Clements Date: 2021.03.26 16:00:24 -07'00'