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m�� PORTION OF THE SW, SEC 6, TWN 28 N, RGE 5 E, W.M., CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> I
<br /> N
<br /> ATTACH IN A MANNER THAT POST SEE WSDOT STAN DARD NOTES
<br /> N ASSURES FABRIC 15 FIRMLY SPECIFICATIONS 8-01.3(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT
<br /> 0D R1 HELD BYTHE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM
<br /> NID SU PPORTINAWAYTHAT FLOWING AROUND THE ENDS OF THE FENCE.
<br /> O a REDUCESTHE POTENTIAL
<br /> N a w FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH
<br /> W p ^' FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A
<br /> oD BMP T5.13 DESIGN GUIDELINES POST EVERY 6"IN O.C. AND 8-01.3(15).
<br /> A CL SOIL RETENTION IMPLEMENTATION OPTIONS: BACKUP SUPPORT
<br /> A m THE DUFF LAYER AND NATIVE TOPSOIL SHOULD BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS
<br /> N p Z EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND BELOW: OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN
<br /> qz LOW OR SUMP AREAS,THE FENCE MAY NEED TO L0
<br /> y O ID TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL BACKFILLED& �� BE REINSTALLED UNLESS OTHERWISE APPROVED. Z o
<br /> <. AREAS,TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING COMPACTED SELF-LOCKING TIE-NYLONE
<br /> N �6/6(MIN GRADE)
<br /> O•F CONSTRUCTION. NATIVE SOIL GEOTEXTILE f 4. INSTALL SILT FENCING PARALLELTO MAPPED -
<br /> 120#MIN TENSILE STRENGTH, CONTOUR LINES. j SOIL OIlAL1Y 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PREAPPROVED" RATES,OR AT CUSTOM UV STABILIZED W
<br /> ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, CALCULATED RATES BASED ON SPECIFICS TESTS OF THE SOIL AND AMENDMENT. FLOW `� 5. DURING EXCAVATION,MINIMIZE DISTURBING OfINCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT PROJECT 3. STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL \� THE GROUND AROUND TRENCH AS MUCH AS IS
<br /> COMPLETION, DEMONSTRATE THE FOLLOWING: MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT THE
<br /> GROUND
<br /> ROUND TRENCH
<br /> SURFACE FOLLOWING
<br /> A DEFAULT"PRE-APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. +; _
<br /> 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE =04 - EXCAVATION TO AVOID CONCENTRATING FLOWS.
<br /> BEDS,AND 5%ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE v` COMPACTION MUST BE ADEQUATE TO PREVENT
<br /> THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS S THE SAME SITE.SOIL THAT ALREADY MEETS BURY GEOTEXTILE UNDERCUTTING FLOWS.
<br /> PH OF THE ORIGINAL UNDISTURBED SOIL THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE IN TRENCH
<br /> INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO AMENDED. ° sF VBACKUPSUPPORT
<br /> MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH z GEOTEXTILE FOR SILT FENCE °by (TYPICAL)
<br /> SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS,WHERE FEASIBLE. MNNIQIANCE 4� SEE STANDARD SPECIFICATION Off. STEEL POST
<br /> 2. PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL • SOIL QUALITY AND DEPTH SHOULD BE ESTABLISHED TOWARD THE END OF CONSTRUCTION AND ONCE SECTION 9-33.2(1),TABLE6Fr (TYPICAL)
<br /> 3. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS: ESTABLISHED, SHOULD BE PROTECTED FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE,AND
<br /> a. THE ORGANIC CONTENT FOR"PRE-APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST FROM EROSION. /
<br /> THAT MEETS THE DEFINITION OF"COMPOSTED MATERIALS' IN WAC 173-350-220.THIS CODE IS AVAILABLE SOIL SHOULD BE PLANTED AND MULCHED AFTER INSTALLATION. A w
<br /> HONLINE AT AVE AN ORGANIC MATTERCCONTENOV/OF035%TO s 5%/ANDLA CARBONHTOL THE NITROGECOMPOST
<br /> RATIOMUST
<br /> BELOWALSO
<br /> 5:1. • MATTER PLANT.
<br /> OR ITS EQUIVALENT SHOULD BE LEFT ON THE SOIL SURFACE TO REPLENISH ORGANIC TYPICAL INSTALLATION DETAIL 9�0\' / Eap��p
<br /> f
<br /> THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OFACL< FABRIC
<br /> /i 990 (GEOTEXTILE) ) z
<br /> PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. (TYPICAL)
<br /> b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED 0/
<br /> ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO INSTALL BACKUP SUPPORT FOR •�
<br /> REQUIREMENTS,AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST.THE RESULTING SOIL THE GEOTEXTILE SEE STANDARD •-
<br /> SPECIFICATION SECTION 8.01.3(9)A i c d C
<br /> SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. I} 4�i a c
<br /> pCNG I
<br /> /I / PH'SpPY'�p SPLICEDFENCESECTIONSSHALLBECLOSEENOUGHTOGETHER in W y LL
<br /> 0 C(E TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE ;T�
<br /> FENCE AT THE OVERLAP. 888SSSS
<br /> SPLICE DETAIL 1.1%
<br /> "to) o_=
<br /> WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE
<br /> TYPICAL SILT FENCE e e'S
<br /> WITH BACKUP SUPPORT
<br /> EXCEPT STEEL POST REQUIRED
<br /> 81 9 - �tEOpPp ISOMETRIC EVERETT PUBLIC WORKS Q �3
<br /> WASHINGTON DEPARTMENT
<br /> iRs Z W ice/pP -
<br /> 03/17/2017
<br /> sG TEMPORARY SILT FENCE
<br /> Aso µ214� J IY
<br /> NOTES SEESHEET604 PROPERTY LINE SEE SHEET 604 NOTES
<br /> A. ROMAC,FORD,OR MUELLER SERVICE SADDLE WITH C.C.THREAD TO BE USED ON ALL MAINS 4"DIA.AND R��OR RIGHT-OF-WAY R 1. PVC SIDE SEWER CONNECTIONS TO PVC NEW
<br /> LARGER.ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES ATION GRADE ELEV TYP GRADE ELEVATION MAINS SHALL BE FACTORY TEES.
<br /> DEPARTMENTATTHE DEVELOPERS OR CONTRACTORS EXPENSE eA
<br /> - - i _-i6"PVC ASTM2. TYPE A&B SHALL BE USED ONLY WHEN
<br /> B. CORPORATION STOP: _ SEWER MAIN DEPTH EXCEEDS 15 FEET OR ASD3034, o/3/4"OR 1"-FORD F8600,OR CITY APPROVED EQUAL APPROVED APPROVED BV THE ENGINEER.TYPE D SHALL LL
<br /> SDR35 OR -
<br /> COUPLING APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER IS
<br /> AWWA C900 WC. FORD SERIES LAO-2-335 NL FOR 3/4"OR 1A02-44S-NL FOR 1"BEND FITTING(1/8 OR 1/4)FOR FIARE z FUIRE SHALLOW(LESS THAN 6'DEPTH AT PROPERTYCOPPER.PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED.USE APPROPRIATE 1/4 OR 1/8 BENDS PER LINE)
<br /> NOTE B ABOVE. w SLOPED. USE MUELLER H-1S073 N INSTA-TITE FITTING OR CITY APPROVED EQUAL FOR IPS-PE PLASTIC PIPE X FEMALE "DEEP SOCKET"FITTINGSEXISTING 1°I° Q EXISTING SIDE SEWER 3 EWER MAINS SHALLCONNECTIONS TO IBEI MADE PERNG ETECOPPER FLARE THREAD. AT EACH END OFSIDE SEWER STANDARD DRAWINGS 612&613 OR BY
<br /> VERTICAL PIPE SECTIONx "GPK PRODUCTS"OR EQUA ASTM D3034. PVC SEWER MAINAPPROVED MANUFACTURED CONCRETE TEE. U)? E. RESIDENTIAL SERVICE: OR AWWA C900 (SEE CONNECTION4. SEE STANDARD DRAWING 604.WHERE RING
<br /> NOTES 33) AND COVER INSTALLATIONS ARE SHOWN FOR Q1. PROVIDE 3/4"OR1"POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS: Jua.AWWAC901. PAVED AND UN PAVED AREAS,FIELDz b.ASTM D2239,SIDR 7,FOR ID IRON PIPE SIZE(IPS). CONDITIONS WILL DICTATE WHICHQOgASTM 3350-PE3608 OR PE4710. PVCSEWER MAIN SANDBAG FILLED WITH 60LBS INSTALLATION IS APPROPRIATE.
<br /> MINIMUM DRY MIX CONCRETE2. PROVIDE A#10 AWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR (SEE CONNECTION12"CIP CONCRETE BLOCK.CONCRETE SHALL BE (OR CONCRETE BLOCK,SAME AS S. CONNECTIONS TO EXISTING HDPE SEWER LL Q
<br /> DIRECT BUR AROUND TUBING,ONE WRAP PER FT,ITS ENTIRE LENGTH.Y. NOTES 2&3) COMMERCIAL CONCRETE MIX AS CALLED OUT IN TYPE"A") MAINS SHALL BE MADE PER STANDARD
<br /> WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS DRAWING 612 OR SIDE-WALL FUSION.
<br /> C H a.WRAP WIRE b.SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF I8"OF THE MIN OF DRVMIX CONCRETE. Q
<br /> OTHER END IN THE METER BOX. TYPE"A" TYPE"C" Q U_ Z
<br /> F. NON-RESIDENTIAL SERVICE: I..L
<br /> A
<br /> a 1. PROVIDE 3/4"OR 1"TYPE K COPPER TUBING MEETING ASTM B88,ANSI/NSF 61&APPLICABLE IAPMO OE
<br /> STANDARDS. H
<br /> SEE SHEET 604 R SEE SHEET 604 R
<br /> G. USE 1/4 OR 1/8 BEND BRASS ST BEND WITH MUELLER H-15426 N INSTA-TITE FITTING OR CITY APPROVED EQUAL Z
<br /> E F G u FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD.
<br /> O J '
<br /> 0 GRADE ELEVATION GRADE ELEVATION ---- -
<br /> a c H. 3/4"METER SETTER SHALL BE"A.Y.MCDONALD"62-212W WDD33-15 OR APPROVED EQUAL. i JLLLI i i-i y i i-i i i-
<br /> 1"METER SETTER SHALL BE"A.Y.MCDONALD"62-4 W 15W DD44-15 OR CITY APPROVED EQUAL. SHALLOW SIDE SEWER
<br /> B z z
<br /> I. METERS SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR INSTALL CAP E EXISTING SIDE SEWER
<br /> CONTRACTOR EXPENSE. 8 NOT PLUG 4"OR 6"
<br /> E 6"PVC ASTM D3034,
<br /> J. PROVIDE METER BOX BODY MANUFACTURED BY"RAVEN PRODUCTS,FOR A 3/4"USE MODEL RMB-11-18-12, o APPROVED SDR35 OR AWWA APPROVED COUPLING
<br /> o FORA 1"USE MODEL RMB-15-27-12",MOUSEHOLES CUT,WITH AASTHO H-20 RATED DI FLUSH SOLID COVER COUPLING C900
<br /> 3/4"OR 1"METERED WATER SERVICE
<br /> LID OR EQUAL. EXISTING -y 6"z6"OR ISW"SAN
<br /> PVC SEWER MAIN SIDE SEWER /�TEE/WVE
<br /> 9 K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING. 9 i
<br /> 0 0 (SEE CONNECTION 35°MIN
<br /> NOTES 2&3) 2%MIN.SLOPE FUTURE DEEPER P.
<br /> 3 3 45°MAX SIDE SEWER
<br /> 6"PVC ASTM D3034,SDR35
<br /> _ 35°MIN ORAWWAC900
<br /> t♦ EVERETT PUBLIC WORKS O 45'MAX SANDBAG FILLED WITH 60LBS MINIMUM : EVERETT PUBLIC WORKS
<br /> WASHINGTON DEPARTMENT DRY MIX CONCRETE WASHINGTON DEPARTMENT
<br /> 18 2
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<br /> i N� `",Rv:rvsnss .„"•"' ">q'•viCvn „-"." ,." 8 (OR CONCRETE BLOCK,SAME AS TYPE"A„) ,....,..,., vo..r" o".., '� 56921 �4
<br /> xevM wne °"a qry uss �"�"wax. Pq",w�,xEu,, „5 ,/
<br /> o. we m.��.017 w "",- wxe 12/30/2016 �A 'P2G1ST6R�
<br /> 3/4"8e 1° 501F6� SANDBAG FILLED WITH 60LBS MINIMUM TYPICAL SIDE SEWER
<br /> 09/ /
<br /> METERED WATER SERVICES - TYPE"B" DRY MIX CONCRETE TYPE'D"
<br /> i °g> 1 Fg (OR CONCRETE BLOCK,SAME AS TYPE"A") CONNECTIONS 602
<br /> 8: 8:
<br /> TYPE A,B,C,&D
<br /> JOB NUMBER: C23-135
<br /> DRAWING NAME:C23135C-RD-DT
<br /> DESIGNER: TPA
<br /> DRAFTING BY: BJN
<br /> DATE: 6-16-23
<br /> SCALE: AS NOTED
<br /> UTILITYNOTE DISCLAIMER uRISDIcnoN: EVERETT
<br /> THE CONTRACTOR SHALL VERIFY THE TOPOGRAPHIC SURVEY WAS NOT PREFORMED. LDC, INC. (LAND
<br /> =- LOCATION OF ALL EXISTING UTILITIES DEVELOPMENT CONSULTANTS INC.)ASSUMES NO LIABILITY AS TO THE D� 0 A
<br /> PRIOR TO ANY CONSTRUCTION. ACCURACY AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND Call 2 Business Days Before You Dig I
<br /> AGENCIES INVOLVED_ WITHIN A REASONABLE HTIME ALL BPRIOR TO NOTIFIED FIELD£SHOULD EN T BE BROUGHT IMMEDIATELY IS SHOWN ON THE STO THE ATTENTION Of AND WHAT IS NOTED-THE 811 or 1-800-424-5555
<br /> THE START OF CONSTRUCTION. ENGINEER. Utilities Underground Location Center I SHEET 3 OF 4
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