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FOREST DRIVE SP milli d
<br /> SECTION 36, TOWNSHIP 29N , RANGE 4E , W. M . Z
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<br /> WATER STANDARD NOTES: GRINDER SYSTEM FORCE MAIN NOTES \` N (/ 0 w
<br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS 1. A 10OPSI PRESSURE TEST SHALL BE PERFORMED ON THE PROPOSED MAINLINE. I i' l I //j/r//!!!!!!/JJ /S/ -- \ I / w
<br /> OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY / / / ! \ Sao,,/////y // //, ~` 3\3.0
<br /> FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY ,! ! \ ) �oyr/./!/ / / r"`r *, F� \ o
<br /> BACTERIOLOGICAL TEST RESULTS. 2. MAINLINE. THE MINIMUM PIPE SIZE USED IS 1.5 INCHES NOMINAL DIAMETER. / r/ i /j / l !' \
<br /> PIPE WILL BE HOPE
<br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY.THE PUBLIC
<br /> WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS 3: SERVICE LINE.' SERVICE CONNECTION PIPE WILL BE MINIMUM 1-INCH DIAMETER, '> -' ,./�,j//! //1// / ///! / r/ /. IN•' \ l
<br /> DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR SCHEDULE 80 PVC WATER PIPE, SOLVENT WELD JOINT OR HOPE LOCATED AT v / //lr1J! // �\ \ \.,,. `"\\ e
<br /> EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE 90 DEGREES TO THE MAINLINE WHEN POSSIBLE. PVC PIPE AND FITTINGS WILL /_ / / \ I r•J
<br /> --/ / /! !/ !/ / %/J /( T
<br /> THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE COMPLY WITH ASTM D 2564. rrrJ/ -i$
<br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. 4. A BALL VALVE AND CHECK VALVE WILL BE INSTALLED AT THE END OF THE / /
<br /> / /J i ! !r �'� 4• E-ONE GRIND�,K a a
<br /> SERVICE STUB'-OUT AT THE PROPERTY LINE OR AS APPROVED BY THE CITY / r/!//% /,�,A' 17J2S, 4.80'LT \ c PUMP ASSEMBLY'
<br /> D. APRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE INSPECTOR AND INSTALLED IN A VALVE BOX PURSUANT TO CITY STANDARDS. p j/i /i//1,,Ia x8/TEE (MJxFL) 1 ���9P (TYP•)
<br /> START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION //J/ /,r//--'S.^ri / / 1-HYD. ASSEMBLY OY...
<br /> DIVISION MUST BE NOTIFIED AT LEAST 24 HORS PRIOR TO 5. BUILDING SEWER. THE GRAVITY BUILDING SEWER BETWEEN THE BUILDING ANDl.�i,/ice / 1-8"CAP (MJ) 1 1 •�� \ ME11.R!80X rn�.•°" �J
<br /> COMMENCEMENT OF CONSTRUCTION. THE TANK WILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE ��//�� J,//�/�./// ! /THRUST BLOCKING \ (SEE DIET. THIS SHT. T
<br /> UNIFORM PLUMBING CODE AS ADOPTED BY THE CITY. THE OWNER WILL BE ' ` )
<br /> RESPONSIBLE FOR MAINTENANCE OF THE BUILDING SEWER.E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE •,,,,,,, I r /r r \ -�/ y••%
<br /> PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING "' !,/i/ / r' / \ \ !6, ,, °",v'•••
<br /> PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. 6. ALL PIPE.WILL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12 //
<br /> TO 18 INCHES:UNDER THE PROPOSED FINISHED GRADE. THE MARKER TAPE !�rrj rrr r rr 1 \. S \, r p ~J L.1 ,.
<br /> F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL WILL BE MARKED "SEWER" AND BE PLASTIC, NON-BIODEGRADEABLE METAL rr r / / "PVC(TYP. /
<br /> SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. CORE OR BACKING THAT CAN BE DETECTED BY A STANDARD METAL •' /! r SEE SE&CE \,, V�, I l f
<br /> DETECTOR. TAPE WILL BE TERRA TAPE "D" OR APPROVED EQUAL. IN .L r r ¢ONNre'n
<br /> G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS ADDITION TO TRACER TAPE, INSTALL 14-GAUGE , GREEN-COATED COPPER _/ r ••'/ '" RET_8Uc)\ �'P'h^�
<br /> DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE WIRE WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT THE.VALVE / ! " ``4� ... \oF
<br /> ACCESSIBLE AT ALL TIMES.
<br /> BOXES. ZE11
<br /> 2 STA 14+52.05, &70'R IJ� O�(0 1 / l / OE 4- CAP& PLUGSEWER STANDARD NOTES: �' e° D.I. W z
<br /> A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS t �� I' STA-112+41.40. 2.44'LT
<br /> AND WSDOT/APWA STANDARD SPECIFICATIONS. Connect exispting /�' I /1 \\\' \~~) THRIJ$T BLOCKING 4 \r �n,0 '`// STA 14.t50.27, 5.74'RT/ I, ,•1// �/ LL1 J
<br /> house on septic to
<br /> B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR / ': `^•'�� / !
<br /> PUT INTO USE UNTIL IT HAS BEEN new force main ! \ I \�„ W
<br /> TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR, installed as part of the I l STA 12kb1.29,`3.54'LT t PG5 _ _ `PROP'
<br /> Forest Dr Short Plat. I J\ n 1-1Z,60 TEE(FLXMJ) P,y/�7-- HYDRANT C !,•//// �/�
<br /> C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM '" - 1-HYD. ASSEMBLYI p. 6• !•� ii/ vJ
<br /> EX. 8"
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL THRUST BLOCKING _
<br /> BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO W4.�27 FOREST DR'
<br /> AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH -
<br /> I *(A 12+00.03, 60'LT
<br /> EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY CONNECT TO EX. � W I i
<br /> THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL B" WATER MAIN >x A 10+24.92, 6.05'1 T HIGH
<br /> AIR VA J� `• yyr� rj//rrr
<br /> BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED I �y 1 -OFF VALVE. (SET AT HIGH POINT)
<br /> CONSTRUCTION ON THE PROJECT. 1-CAP (MJ) I O (SE\ LOW POINT)` STA 11+83.06, 2.94'LT --- D•�E /r%G/rrj
<br /> THRUST BLOCKING {..�.` 1-22.5'BEND \\ �> STA•�2+93.34, 5.75'RT /�/ /jl//rrr / ui o,N
<br /> D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS STA 10+10.26, 4.75'LT ! LF 8" D.I.'� THRUST BLOCKING •' 1'-BLOW-OFF VALVE._ r�/ �J/!/! >N°D o
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<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING STA 15+10.35, 6.16'T s'c';H•R[aAl/ cnP / r' --- \ /(SET AT LOW /J////! !J JJ !/// W o°Oi
<br /> CONSTRUCTION. '4 O .(7-/ HOUSE .. L POIN !/ / / !
<br /> 1- CAP &PLUG, SS CQ ILL .µ.,•-LS 473'__ -I_ �- - --_ _- \ / r!/7, _�.._-////// rrrJJ//!! O Ooi N
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<br /> INTERSECTION l ,• : i '" I�°^, A 7. \ \ `'.�_.....-',- r-' �,... r',•,•"- /!i/�iJ/r!''iYr �1I
<br /> FOREST DRIVE 15+QO.00 ii/!/i!%r�/ 511�1•.,�
<br /> PRIVATE ROAD Q}D0.00 >
<br /> GRINDER PUMP SYSTEM NOTES: n w
<br /> c AN /XF•ENCE COR \ 17 LF 8 r r' '-�r/rr/rr r�.
<br /> THE CITY WILL TAKE OVER OWNERSHIP AND MAINTENANCE OF THE STA 14+99.17, 6.-IinT`` I — r OMrWNE
<br /> PRESSURIZED SEWER MAIN PER THE DELINEATION PROVIDED IN THE "TYPICAL �'D \" Z rr7U'/REBAR Jk CAP DI
<br /> 1-90'TEE I rr
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<br /> GRINDER SYSTEM SERVICE CONNECTION DETAIL" IF IT IS CONSTRUCTED I /- I A0 / , ,L•�. r r r / I r Q Z
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<br /> ACCORDING TO CITY STANDARDS AND THIS PLAN SET. ALL OTHER ELEMENTS DOUBLE Y I,,,•1 I FOB�n REBAR&rn° I PROP.1 ,RAGE \� \ I 1 ! ! / r.!••' r/rrr.r rr //• /
<br /> OF THE GRINDER PUMP SYSTEM, INCLUDING THE PRESSURIZED SERVICE LINE CLF!'ENWT ti A ts470 WATER;METER TYP!', 317.5 r rr r•'- rrr r rr ram'/r '` /.+r
<br /> I. "NO NARKING t (( ) 7 I I / r,/�i r:•r rrr rrr 19
<br /> BETWEEN THE GRINDER PUMP AND THE CITY-OWNED PRESSURIZED MAIN, EX. 1j/
<br /> (( '�" ANvn PER STD. DWG 501 PROP. .. \..l / rrrr,•=-�irjr!-,.r •^'� Z_
<br /> SHALL BE OWNED AND MAINTAINED BY THE CUSTOMER. PVM)F\ - II / SEE SHT. 1'O / 9 1 1 / ',A
<br /> \ r ) HYDRAN q r r r�rrr / r IOC
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<br /> ENVIRONMENTAL-ONE (E/ONE) GRINDER PUMP SYSTEM (MODEL: SPD PUMP), 175 LF 2'HDPE II // STA 11+93.02, 7.83'RT
<br /> TO BE APPROVED BY THE CITY PRIOR TO CONNECTION TO 1.5" MAIN. SEWER.FORCE'.MAIN \II r �I I �• 1-AIR VA I\ J l //// /// jj/��%i r AAO�/,//! / Z
<br /> II \ ( AT HIGH DINT) / ! \ l !/// !/! %//%/'LOrir'27n6/�/r V'
<br /> ONLY SANITARY WASTEWATER, PER EMC 14.08.230, SHALL BE DISCHARGED SITE BENCHMARK //✓(/ ////%//r%/r ^�// �N OW
<br /> INTO THE TANK: ROOF DRAINS AND OTHER STORMWATER SOURCES SHALL BE MAG NAIL E WASHER I'y 462 LF 2' HDP !/ f
<br /> STRICTLY EXCLUDED. `ASPI CONTROL" t M SEWER FORCE
<br /> EL�3Gzs2 J/ I i MAIN
<br /> GRINDER SYSTEM TANKS SHALL HAVE A MINIMUM OF 24 HOURS OF I 1 !I l I / / / o\hlr1/( %/ / !
<br /> TT I / // i EVEREn City of Everett Permit Services
<br /> EMERGENCY STORAGE VOLUME (70 GALLONS PER ERU SERVED). STORAGE �~ 1 \ / r/x / J/ /! /r ".RE
<br /> VOLUME IS DEFINED AS THE VOLUME BETWEEN THE"OFF" SWITCH AND THE r\ )I \�) I \ / r. \I r i / . /�•%/� REVIEWED FOR CODE COMPLIANCE Z a
<br /> TOP OF THE TANK. IF A HIGH WATER TABLE IS ENCOUNTERED A FOOTING •1 By Review Discipline:Public Works O
<br /> DRAIN SHALL BE INSTALLED AROUND THE TANK & DISCHARGE TO A ROCK PAD. \ 1 UNKNOWN UTIl7zr \ W\ F. _
<br /> WEST OF THE EX. OR PROPOSED SFR'S. I GLEAN-OUT ( S Reviewer:Ably Tsegaye / (9 00 �
<br /> _ I L NOTE: CON ACTOR TO INSTALL
<br /> -� \ — — l— Date:04/30/2025 Z
<br /> DOUBLE Y ° . — — BACKWATER VALVES AT TIME OF
<br /> -- — l I r r, _ .\�•r Review Status:Approved for Permit W O 1=
<br /> CLEAENOUT \ `'"I MAIN CONSTRUCTION. O F vaay
<br /> R/W Q Q W
<br /> PRIVATE N Z
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<br /> STA 13+38.11, 14.08'LT I CITY r O z
<br /> CONTRACTOR TO REMOVE ` - I LARGE METER BOX r W
<br /> EX. FLUSHING VALVE & EXTEND�I at EQUIVALENT. I ROAD '^ U Lu
<br /> 2" HOPE FORCE MAIN v'
<br /> SEPTIC TANK TO BE ABANDONED PER SNOHOMISH I /�;r ��I I , W > WO H
<br /> COUNTY HEALTH DEPARTMENT REQUIREMENTS. I 14 GA GREEN INSULATED Ili
<br /> PLEASE CONTACT SNOHOMISH COUNTY HEALTH I I I i I COPPER TONING WIRE WRAPPED • W Z 0
<br /> DEPARTMENT AT 425-339-5250. I AROUND THE PIPE NTH 3' ° O O z
<br /> IN O I Ni I US�/ONE I - EXTENDING UP IN VALVE BOX. C N O
<br /> OT LA AL KIT I I CONNECT TONING WIRE FOR i
<br /> } I I BERM CE TO MAINLINE TONING n� Know what's below. a.
<br /> f:InQ� I 'MIRE AND WRAP CONNECTION (�
<br /> Permit#: U2504-019 I I ^ I I I I WJ HEAT SHRINK WRAP.____ Call 1WD business
<br /> Site Address: 4327 Forest Dr I _____ I
<br /> Owner: ELLIS KENNETH J&SHERYL A Q I_ -
<br /> HDPE SDR11 1YaY X MAIN DIA.PVC days before you dig.
<br /> App.Date: 4/14/2025 �+ I __- -_—__ WELDED TEE. — " r
<br /> Description: Connect To Sewer Stub On Property TONING WIRE WJ —_———
<br /> P P y I II I I D'EXTRA LEFT ---- " 22-0327 m EJT
<br /> IN THE BOX FOR I 1"SCNEDULE
<br /> Review Status: Approved BOTH vnREs. n.
<br /> PP N I ISOLATION VALVE BO PVC PIPE 3/15/2024
<br /> Review Date: 4/30/2025 I 1 O W/RISER.
<br /> I NAIFOUL/ 1"=30'
<br /> HORIZONTAL SCALE I K&A LS G 11033 TYPICAL GRINDER SYSTEM SERVICE CONNECTION DETAIL
<br /> � 0.2'N X 0.4'E _ N.T.S. W1 1//�L - 1 V/^�
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