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<br /> NE 1/4,NWJ/4,SEC.7 T28N. R.5 W. I.TEMP'ORARY EROSION ,
<br /> SEDIMENTATIONTHE LVE ELEMENTS OF CONSTRUCTION SWPPP CITY OFEV�RETT, WASHINGT ON
<br /> CONTROL
<br /> 1 ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE 1. CLEARING LIMITS: THE CLEARING LIMITS ARE INDICATED ON THE PLAN SHEET, FURTHERMORE, CLEARING AND GRADING
<br /> FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE. WILL BE LIMITED TO ONLY AREAS THAT NEED TO BE DISTURBED FOR GRADING/CONSTRUCTION, FIELD MARKING THE
<br /> • AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, CLEARING LIMITS SHALL BE COMPLETED PRIOR TO CLEARING AND GRADING ACTIVITIES.
<br /> AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BMP'S:PRESERVE NATURAL VEGETATION(VEG)
<br /> BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED, THE TOP OF FIELD MARKING CLEARING LIMITS(CL) •
<br /> THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION, IF A SILT
<br /> FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN 2.ACCESS TO THE CONSTRUCTION SITE SHALL BE LIMITED TO THE ROCK CONSTRUCTION ENTRANCES, THE CONSTRUCTION
<br /> •
<br /> ORANGE BARRIER. ENTRANCES SHALL BE EXTENDED TO PROVIDE ACCESS TO THE CONSTRUCTION VEHICLE/EQUIPMENT STAGING AND EMPLOYEE
<br /> 2, ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, PARKING AREAS.
<br /> OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR BMP S: STABILIZED CONSTRUCTION ENTRANCE(CE)
<br /> TO INITIATION OF CLEARING AND GRUBBING OPERATIONS.
<br /> 3:STORM WATER DETENTION:DETENTION OF STORM WATER FLOWS WILL BE PROVIDED BY THE DETENTION POND.
<br /> 3: DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION
<br /> INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR. NO 4. SEDIMENT CONTROL WILL BE PROVIDED WITH SILT FENCE AND/OR COMPOST BERMS LOCATED ALONG THE DOWN SLOPE
<br /> TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE OF THE CONSTRUCTION ACTIVITY, TEMPORARY SEDIMENT POND(S) WILL BE UTILIZED AND RUNOFF WILL BE PUMPED BACK
<br /> APPROPRIATED PARTIES. UP TO THE VEGETATED LAWN AREA ON THE SHORT PLAT OR INTO SILT FILTRATION BAGS. IF NECESSARY CHITOSON SOCK
<br /> 4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR WILL BE USED AT THE DISCHARGE OF THE PUMP LINE.
<br /> EROSION AND SEDIMENT CONTROL. BMP'S:SILT FENCE(SF)
<br /> TEMPORARY SEDIMENT POND(SB)
<br /> 5. AS CONSTRUCTION PROGRESS AND SEASONAL CONSIDERATIONS DICTATE, SILT FILTRATION BAG(SFB)
<br /> THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED COMPOST FILTER BERM(CFB) ,. PO 111+
<br /> AS REQUIRED TO ENSURE CONTINUING EROSION SEDIMENT CONTROL. ROCK CHECK DAMS(RCD) G R Q�� sp• 2s �'�♦
<br /> 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S SHALL BE. CHITOSAN SOCK `S�\� �� ��
<br /> MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING STRAW BALES E� a ° 11.♦111•
<br /> 1111/1111
<br /> AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES
<br /> 1111141,.
<br /> ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 5, TEMPORARY AND PERMANENT SOIL STABILIZATION. WILL BE PRONGED, TEMPORARY STABILIZATION WILL BE PROVIDED sip. 1111�� OPE�/NG
<br /> / 1 REBAR FOR BAG
<br /> THROUGH THE APPLICATION OF STRAW AND/OR'PLASTIC SHEETING TO EXPOSED, WORKED EARTH. STABILIZE EXPOSED SOIL ° '_ ° . a 44, REMOVAL FROM INLET
<br /> 7. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE WITHIN TIME FRAMES INDICATED IN WET WEATHER NOTES ON THIS SHEET, PERMANENT SOIL STABILIZATION SHALL CONSIST °• a d °
<br /> MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF-PRODUCING STORM, •� a : q ° oa FOAM.
<br /> OF ESTABLISHING VEGETATION BY SEEDING OR PLANTING.
<br /> TO ENSURE PROPER OPERA TION OF ALL EROSION AND SED/MEN T CONTROL a ,:i...•••-
<br /> FACILI TIES.
<br /> BMP S:STRAW COVERING a DUMP STRAP •
<br /> PLASTIC SHEETING ° ; <' ---..../�� ���';::: _Iv.
<br /> 8. APPROVAL OF THIS PLAN DOES'NOT CONSTITUTE AN APPROVAL OF DESIGN, HYDROSE€DING 8"MINIMUM ° A ;:...�,: :;:4
<br /> SIDE NOR L CA T! N d p II .�• ..,,,• � ��= q
<br /> O 0 OF PERMANENT PIPES, RESTRICTORS, OR DETEN TION
<br /> a I1•:::t 2 E CH
<br /> ' I DUMP STRAPS
<br /> ' FAC/LI TIES BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL 6. SLOPES SHALL BE PROTECTED FROM EROSION THROUGH COVER AND PREVENTION OF CONCENTRATED SURFACE RUNOFF a4 •�._:,.,.. •r�•''
<br /> BMP'S ONLY. FLOWS: c° I�. -r FOAM
<br /> BMP'S:STRAW COVERING
<br /> , a °. 48 4,244
<br /> :,�.
<br /> 9. THE PUBLIC ° �•�. ,•I
<br /> SHALL BE KEPT CLEAN. TRACKING OF MU a ° �a=` :: I/
<br /> PLASTIC �•
<br /> LAS
<br /> c SH r
<br /> EE TNG
<br /> XP
<br /> A
<br /> AND DEBRIS FROM THEl T ''•'`''''"'�'
<br /> EXPANSION R
<br /> T
<br /> 0 S E WILL NOT'BE ALLOWED. FAILURE TO COMPLY t� ••'525111;;;:;;.;:;.;.;:" ES RAIN T
<br /> '•''::::::;;;� �•:.�.� DUMP STRAP
<br /> g .,:::.;.:.;..:: (1/4 NYLON ROPE,
<br /> INTERCEPTOR SWALES ,,: .,.,.•,:�,,.,WI TH THIS CONDI TION WILL RESULT IN ALL WORK ON THE SITE BEING "� ti �� 2 FLAT WASHERS)
<br /> STOPPED.
<br /> DISPERSION TRENCH SILTSACK .
<br /> ;i;:;iii;.; •
<br /> 10. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, 7. INLET PROTECTION SHALL BE INSTALLED IN ALL CATCH BASINS AND REMAIN UNTIL CONSTRUCTION OF ALL THE
<br /> RESIDENCES WITHIN THE DEVELOPMENT HAS BEEN COMPLETED, NO UNFILTERED STORM WATER SHALL BE ALLOWED TO 3�i:::::::;::�;;:" T = BAG D
<br /> AVAILABLE, AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION, DEP H D DETAIL -
<br /> ENTER THE CLOSED CONVEYANCE SYSTEM. INLET PROTECTION'SHALL BE INSPECTED REGULARLY AND THE FILTER FABRIC GRADING REQUIREMENTS fF '''. �'°'.....,,,,j.
<br /> INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, NG •�..1,
<br /> • WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE AND INSTALLING CLEANED/REPLACED AS NECESSARY WHEN PROVIDING MAINTENANCE TO THE INLET PROTECTION, THE FABRIC SHALL BE NOTES: SIEVE SIZE F PASSING T,y;
<br /> AND MAIN TAIN1NG ROCK CONSTRUCTION ENTRANCES CONSTRUCTION REMOVED IN SUCH A WAY AS TO NOT ALLOW THE RETAINED SEDIMENT TO FALL INTO THE CATCH BASIN, 8" 100
<br /> VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF BMP'S:INLET PROTECTION(1P) 1. QUARRY SPALLS AS SPECIFIED IN: 3,► 40
<br /> TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR SECTION 9-13.6 OF THE WSp T/APWA41111110
<br /> THE PUG,SOUND AIR POLLUTION CONTROL AGENCY, 8,ALL CHANNEL SLOPES SHALL BE CONSTRUCTED AND PROTECTED AGAINST EROSION IN ACCORDANCE WITH SNOHOMISH STANDARD SPECIFICATIONS, 3/4" 10
<br /> COUNTY E D.D.S.
<br /> 11. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF BMP'S:RIP RAP(QUARRY SPALLS) 2, THE 40'MINIMUM LENGTH SHA IL BE LENGTHENED AS NECESSARY TO ENSURE MATERIAL IS NOT 4 U
<br /> THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY
<br /> CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES(WHERE STRAW BALES TRACKED INTO THE PUBLIC RI,HT--OF-WAY, ALTERNATE CONSTRUCTION ENTRANCES WILL BE ALLOWED 4 4 <G < i
<br /> ill
<br /> CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). WITH APPROVAL OF THE CITY'ENGINEER ON A CASE BY CASE BASIS, WHERE PHYSICAL SITE <r `u '`Z'
<br /> 9. POLLUTANTS SHALL BE CONTROLLED AS DESCRIBED.IN THE POLLUTANTS SECTION OF THIS SWPPP, CONDI TIONS AND SIZE DICTA T
<br /> •
<br /> , a
<br /> 4<i G (, 4 , ■ ■ ■ ■ ■ ■ .
<br /> <r
<br /> • 10, DE-WATERING:INTERCEPTION OF THE WATER TABLE IS NOT EXPECTED TO OCCUR. HOWEVER, SHOULD GROUND WATER 3. EXISTING DRIVEWAY RAMP, OR, ITE ACCESS ROAD 25' WIDE MIN. MATERIAL MUST BE EQUAL TO ���� ��
<br /> FLOWS BE ENCOUNTERED, THE FLOWS CAN BE DIRECTED TO THE INTERCEPTOR SWALES AND CONVEYED TO THE OR BETTER THAN
<br /> SPECIFIED ! NOTE 1, �\\
<br /> n p 4 UTEMPORARY EROSION/SEDIMENTATION TEMPORARY SEDIMENTATION PONDS OR SILT FILTRATION BAGS,
<br /> BMP'S:INTERCEPTOR SWALES ,
<br /> iv
<br /> n j TEMPORARY SEDIMENTATION POND •
<br /> CONTROL. NOTES (WINTER): SILT FILTRATION-BAG � y
<br /> TEMPORARY CONSTRUCTION ENTRANCE 4
<br /> DISPERSION TRENCH 4 u
<br /> 1, FOR AREAS THAT ARE AT FINISHED GRADE, THE GROUND WILL BE NOT TO SCALE
<br /> 11.ALL BMP'S AND SWPP ELEMENTS SHALL BE INSPECTED DAILY AND MAINTAINED AS REQUIRED.
<br /> HYDROSEEDED AND IMMEDIATELY COVERED WITH STRAW OR OTHER (SEE STD DWG 208) G<r •
<br /> APPROVED MULCHING. 111111111111111111
<br /> 12,`PROJECT MANAGEMENT, THE PROJECT SHALL BE MANAGED IN A COOPERATIVE EFFORT BY THE PROJECT MANAGER,
<br /> CONTRACTOR, ENGINEER AND THE CITY INSPECTOR, DURING THE CONSTRUCTION PROCESS, IF UNFORESEEN ISSUES ARISE <u
<br /> Q ..
<br /> 2. FOR AREAS THAT ARE NOT AT FINISHED GRADE AND WILL NOT BE WORKED THAT CANNOT BE RESOLVED ON SITE, CONSTRUCTION ACTIVITY(OTHER THAN SWPPP MAINTENANCE)SHALL BE HALTED AND
<br /> FOR 7 DAYS OR DURING PERIODS OF HEAVY RAINFALL, THE GROUND WILL THE COUNTY INSPECTOR AND THE PROJECT ENGINEER ARE TO BE CONTACTED AND INFORMED OF THE SITUATION.
<br /> BE COVERED WITH STRAW OR OTHER APPROVED MULCHING.
<br /> 3. FOR AREAS OVER 2:1 SLOPE THAT ARE NOT AT FINISHED GRADE, THE CATCH BASIN INSL''RT.
<br /> GROUND WILL BE COVERED BY CLEAR PLASTIC SHEETING MIL.. THE
<br /> •
<br /> NOT TO SCALE
<br /> (6
<br /> SHEETING WILL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING
<br /> SAND BAGS OR TIRES ON ROPES AS REQUIRED. SWPP RISKASSESSMENT DECISION MATRIX
<br /> LOW MED. HIGH VERY HIGH
<br /> CONTRACTOR RESPONSIBILITY �__
<br /> WINTER GRADING t MAYBE REQURES NO NO OR YES NOT ALLOWED
<br /> PROPOSED LEVEL III
<br />, FOR EROSION/SILTATION CONTROL. LESS THAN 1 TO 5 ACRES 5 TO 20 ACRES MORE THAN 20 ACRES •
<br /> AREA DISTURBED •
<br /> 1 ACRE .
<br /> IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM AVERAGE MORE THAN 89 BUT
<br /> WATER RUNOFF BE CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN SLOPE AVERAGE LESS AVERAGE MORE THAN 89 BUT LESS THAN 159 NO SLOPE
<br /> THAN• 8,�g ALL AREAS ARE LESS THAN 159 AVERAGE MORE THAN 159
<br /> WATER QUALITY. ANY AND ALL MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BYGREATER THAN 337,
<br /> THE CONTRACTOR. SOIL EROSION LOW •
<br /> HAZARD SCS SOIL TYPE A LOW MEDIUM •
<br /> 1. REGARDLESS OF SITE, WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE „„ A OR B TYPE TYPE C HIGH TYPED.
<br /> FULLY RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON:F THE SITE AND THAT = (PER APPENDIX APDL-3044) (PERMEABLE SOIL)
<br /> POLLUTED OR SILT--LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER'INTO ANY CREEK, CRITICAL AREAS GREATER THANGREATER THAN LESS THAN 1 4 MILE LESS THAN 1 4 MI
<br /> STREAM, WETLAND OR WATER BODY ON THE SITE. DOWNSTREAM OF 1 4 MILE / / LE
<br /> DISCHARGE POINT 1/4 MILE FLOWS DIRECTLY TO ESA
<br /> 2, BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE LEVEL SWPP REQUIRED
<br /> RESPONSIBLE FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, "BEST MANAGEMENT LEVEL 1 LEVEL II LEVEL III LEVEL III
<br /> PRACTICES"(BMPs), FOR STORM WATER TREATMENT AND CONTROL THAT MEETS THE
<br /> REQUIREMENTS OF BOTH THE WASHINGTON STATE DEPARTMENT OF ECOLOGY AND SNOHOMISH
<br /> COUNTY/CITY OF EVERETT. .,. •
<br /> 3. THE OWNER IS RESPONSIBLE FOR ENSURING WATER QUALITY ON THE JOBS!TE. PRIOR TO
<br /> COMMENCEMENT OF SITE WORK, THE OWNER SHALL PROVIDE PDS DOCUMENTATION THAT A
<br /> CLEARING LIMITS
<br /> QUALIFIED WATER QUALITY SPECIALIST HAD BEEN RETAINED FOR THE PURPOSE OF PROVIDING
<br /> WATER QUALITY MONITORING DURING CONSTRUCTION. A CONTACT PERSON, ON CALL 24
<br /> . 1
<br /> HOURS A DAY, SHALL BE IDENTIFIED FOR RAPID RESPONSE TO WATER QUALITY EMERGENCIES FILTER FENCE
<br /> PRIOR TO CONSTRUCTION. 'WHERE APPLICABLEE
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND STORM it I x
<br /> ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTI VI TIES IN ANTICIPATION OF THE WEATHER. •
<br /> WORK ZONE
<br /> STEEL POSTS x
<br /> 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMP5 SHALL BE STORED ON • FILTER FABRIC MATERIAL b'O.C.
<br /> •
<br /> SITE AND SHALL BE IMMEDIATELY AVAILABLE FOR USE, SUCH SUPPLIES AND MATERIALS
<br /> MIRAFI 100X OR I
<br /> SHALL INCLUDE, BUT NOT BE LIMITED TO, STRAW BALES OR OTHER MULCHING MATERIAL, SILT EQUIVALENT x
<br /> FENCING AND STAKES, FILTER FABRIC, ETC.
<br /> 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL BACKFILL AND EXISTING 2' MIN. �,.
<br /> F\\/'
<br /> EROSION CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF COMPACTED GRADE x kl,P
<br /> EROSION AND SILTATION CONTROL MEASURES ABOVE ALL OTHERS Z 21
<br /> •
<br /> •
<br /> 7, CONTRACTOR SHALL USE ASSIGNED STOCKPILE AREAS WI THIN THE PLAT DEVELOPEMENT FOR FLo ^ �//,/7_,-/// //,-,.:7-,//_
<br /> STORAGE AND HANDLING EXCAVATED SOILS. _,� �W� o
<br /> ,,,,. PLAN APPROVED
<br /> .—'4,:$1,,,. • ,,..1/,, .
<br /> >gv:Z ii�J4E�ice•
<br /> MAINTENANCE OF SILTATION .BARRIERS: "11111/S/-0 4•/..—a N.,
<br /> '
<br /> NEWLY GRADED OR '' � �
<br /> DISTURBED SIDE SLOPE 1A ,�
<br /> '• o
<br /> SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY 8„
<br /> fir
<br /> EV 'ETT
<br /> DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BUC,SERVICES DATE
<br /> NI
<br /> BALES, END RUNS AND UNDERCUTTING BENEATH BALES, NECESSARY REPAIRS TO BARRIERS OR 2.5 TYPICAL SETBACK DETAIL;
<br /> r
<br /> REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD-BE FILTER NOT TO SCALE PUBLIC WORKS
<br /> REMOVED AFTER EACH RAINFALL, THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION FABRIC FENCE DETAIL
<br /> REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS: •
<br /> NOT TO SCALE
<br /> UTILITIES DRAINAGE DEPARTMENT
<br /> REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED
<br /> y ,
<br /> °' "' A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO
<br /> TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
<br /> (SEE STD DWG 205A) sed
<br /> T is Record Drawing has t �11 pry. :red,in part.ba STARTING ANY CONSTRUCTION ON THIS
<br /> ��Aon"As-Built"information pt�tide{' ethers.Though CITY GINEER PROJECT, APPROVAL FOR THIS PROJECT
<br /> •
<br /> 1 ANDLING OF SILT L A DEN WA TER
<br /> ::�n are based on IS CONDITIONAL PER CURRENT STANDARDS
<br /> the as-�u�lt+nformation and phis g
<br /> t.vaiiabte inform5h10i ► �, ,umption should AND EXPIRES O ,E UNLESS PERMIT .1%
<br /> 0
<br /> the b FOR CONSTRUCTION HAS BEEN ISSUED.
<br /> be .•=regar•slog th- = ng's accuracy
<br /> , ,
<br /> 1. DURING WINTER GRADING OPERATIONS, EXTRA CARE SHALL BE EXERCISED TO AVOID RELEASE TAXA
<br /> OF SILTY WATER FROM THE CONSTRUCTION SITE. RELEASES SHALL NOT INCREASE THE COUNTND.(S): SITEADDR�'SS. 44
<br /> TURBIDITY OF SITE RUNOFF MORE THAN 5 NTU'S ABOVE BACKGROUND. ;►,, '"� Data f 28050 70020 1 200 P,�"�����,•�;,��927, 6929, & 6931 EAST CADY ROAD
<br /> ' 28050700201700 EVERETT,WA 98 •
<br /> 2. THE TEMPORARY SEDIMENT POND SHALL BE SAMPLED FOR TURBIDITY PRIOR TO DISCHARGE TO Permit
<br /> THE DOWNSTREAM CORRIDOR, PONDS WITH PERSISTENT TURBIDITY LEVELS EXCEEDING THEor 28050700204400
<br /> BACKGROUND BY MORE THAN 5 NTU'S SHALL BE PUMPED OUT AND SPRAYED INTO THICK 'JUL 15 2008
<br /> NATIVE VEGETA TION WI THIN THE PROPERTY OR TRUCKED OFF SITE FOR APPROVED DISPOSAL. pint Name Title
<br /> ;ALL DISCHARGES MUST MEET CODE REQUIREMENTS OF SNOHOMISH COUNTY AND THE WASHINGTON -
<br /> -
<br /> .STATE STATE WATER QUALITY STANDARDS FOR TURBIDITY. •
<br /> • „I.6 r „...._,........,,i( PFN
<br /> ,
<br /> 3. 'DISCHARGES NEAR SENSITIVE AREAS WILL NOT BE PERMITTED. IF SILTY WATER CANNOT BE 1JT/LITYC'ONPLIcTNOTE "T GI?ADINGAND T.�'.S.C.NOT SANDDETAILS
<br /> `�' ,� TIT
<br /> CAUTION.. :k4,4114* ?, �,�
<br /> a ,a,, , ,;,, (425) J?ODLAND TOYOTA
<br /> • ���t Engineers,
<br /> eers
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AN .•
<br /> _.,
<br /> � r M
<br /> CAL]r TWO
<br /> DEPTH OF ALL EXISTING"UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY ",,,,,; - �_
<br /> L POTHOLING r - '''''',,i,,,,-,' 356-2700 NEI/4, NW 1/4 SEC.7 T.ZSN. R.SE. W.M.
<br /> 0 HOLING THE UTILITIES]AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR �i► ,'�0LIZC. > > >
<br /> d TO CONSTRUCTION. THIS'SHALL INCLUDE CALLING UTILITY LOCATE B 1-8O0•-424- AND �� "1
<br /> BUSINESS DAYS' ti . . �R `? .S.i r - CITYDFEVER�'TT,WASHINGTON
<br /> THEN POTHOLING ALL 0 THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS p .784
<br /> BEFORE
<br /> �.O TO PHYSICALLY VERIFY, ETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES ' S, _ wi.SURVEYORS•PLANNERS•ENGINEERS DRAWN BY DATE REV BY DATE PROJECT MANAGER SCALE
<br /> U DIG ' AS SHOWN ON THESE!P NS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND s`S'lONAL +-''',:'. TAJ 03 31
<br /> 1 5555
<br /> ,aARESUBJETTOVARIANNIF CONFLICTS SHOULD OCCURTHE CONTRACTOR SHALL LAND USE CONSULTANTS / /08 04 TAJ 06/19/08 BARRY CONSTANT NONE
<br /> ---800--424-- ,t;CONSULT WESTERN ENGINEERS,INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS a LAND SURVEYORS DRAWING FILE NAME CHK. BY F.B. NO. JOB NO. SHT, NO.
<br /> . i `. ; ,WITH CONSTRUCTION. EXPIRES 1 *** 13000 HWY 99 SOUTH * EVERETT * WA * 98204 *** 07897ABASE.DWG BRC - -- 07-897-A 4 of 6
<br /> c47, e
<br /> A 15
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