|
EASEMENT AND UTILITY NOTES TESC& GRADING NOTES
<br /> NE 1/4, SEC. 19, T. 29 N., R.OS E., W.M.
<br /> 1. 5' MIN SEPARATION BETWEEN CITY OPERATED UTILITIES AND OTHER PRIVATE AND PUBLIC OPERATED UTILITIES 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. SNOHOMISH COUNTY, WASHINGTON
<br /> (PUD, CABLE TV, PHONE, GAS ETC.)
<br /> 2. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL.
<br /> 2. NON CITY OPERATED PUBLIC UTILITIES MAY CROSS CITY EXCLUSIVE EASEMENT ONLY BETWEEN 450 AND 900
<br /> WITH RIDGED STEEL CONDUIT OR PVC CONDUIT ENCASED IN RED CONCRETE AT THE PUBLIC WORKS 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES TESC NOTES
<br /> INSPECTORS OPTION. SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE CONTINUING 1. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION
<br /> EROSION/SEDIMENTATION CONTROL. BEFORE CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,
<br /> 3. CONDUIT DUCTING SHALL HAVE A MINIMUM COVER OF 3' AND NOT OBSTRUCT CROSSING BY OTHER UTILITIES AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BY HAND OR MECHANICAL 0 ,���
<br /> FOR A VERTICAL DISTANCE GREATER THAN 3' IN EITHER EASEMENT. 4. ALL DISTURBED AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIODS OF MARCH 1 TO METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A
<br /> MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. E��S
<br /> �\� <
<br /> 4. ONLY CITY OPERATED UTILITIES SHALL BE ALLOWED WITHIN CITY EXCLUSIVE EASEMENT NO OTHER APPROVED BY THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION •
<br /> °
<br /> EASEMENTS MAY BE GRANTED WITHIN THE LIMITS OF THIS EASEMENT. IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 25% OR GREATER WILL BE MULCHED WITH 2.0 TONS OF 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED Epp,
<br /> STRAW PER ACRE, OR WITH AN APPROVED EQUAL. BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. d • a'.• <.
<br /> DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO 3. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPED AND ��� ° •. ,:d ^a STEEL POSTS
<br /> a a. • •d
<br /> 1. FOR ANY EASEMENT ACCESS OR EASEMENT WITH PUBLIC UTILITIES, THE CITY ENGINEER SHALL DETERMINE DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES PUBLIC •
<br /> WORKS INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE FILTER FABRIC MATERIAL 6' O.C.
<br /> THE REQUIRED EASEMENT WIDTH BASED ON CITY STANDARDS. GREATER THAN 25% WILL BE LEFT EXPOSED FOR 3 DAYS OR MORE. APPROPRIATE PARTIES. R=25' MINIMUM ° , c--
<br /> 2. WITH THE EXCEPTION OF THE EASEMENT ACCESS DRIVE, NO NEW DRIVEWAYS OR PARKING AREAS WILL BE 5. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL 4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. 12" MINIMUM . , ®e d• , •a
<br /> PERMITTED WITHIN THE FRONT YARD SETBACK AREA FOR ALL LOTS THAT FRONT ON THE PUBLIC STREET. NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE • '
<br /> BEING STOPPED. 5, AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES ° BACKFILL AND
<br /> 3. ACCESS OFF AN EASEMENT DRIVE /S LIMITED TO ONE TWENTY FOOT DRIVEWAY AND CURB CUT PER LOT. SHALL BE MAINTAINED AND OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT
<br /> THE DRIVEWAY SHALL NOT EXCEED TWENTY FEET IN WIDTH FORA DISTANCE OF TWENTY FEET FROM THE 6. GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70, UNIFORM BUILDING CODE. / PLACE AMOCO GEOTEXTILE 2002 d' COMPACTED
<br /> EASEMENT ACCESS DRIVE CURB. THE MINIMUM PARKING STALL WIDTH FOR TWO CARS IN FRONT OF THE CONTROL. FABRIC BENEATH ROCK �� g5
<br /> GARAGE IS 20 FEET BY 20 FEET - TWO (2) STALLS. THE MINIMUM PARKING PAD FOR 4 OFF-STREET IS 7. COMPACT ALL FILLS TO MINIMUM 95% MAXIMUM DENSITY 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF
<br /> 20 FEET BY 40 FEET. PERMANENT PIPES, RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROVAL OF EROSION AND Ft
<br /> OW
<br /> 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO SEDIMENT CONTROL BMP'S ONLY. ADD WET WHEEL WELL Q•
<br /> 4 SU
<br /> RFACE PARKING: EMC18.28.120 SURFACE PARKING IS ONLY PERMITTED ON A LOT WITH AN EXISTING INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. AS CONSTRUCTION 436 11 ''`� %
<br /> HOUSE. THE PARKING AREA MAY NOT BE BETWEEN THE EXISTING HOUSE AND THE PUBLIC STREET. THE PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY ,`j
<br /> A MINIMUM OF 20 FEET BY 40 FEET AND BE A MINIMUM OF 5 FEET AWAY FROM BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DURING 7• THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE <;
<br /> PARKING PAD MUST BE MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING NOTES: NEWLY GRADED OR --- *V"''
<br /> ANY NEW PROPERTY LINE AND MAY NOT BE WITHIN THE REQUIRED OPEN SPACE. THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE LEAVING THE SITE, AND INSTALLING AND MAINTAINING 1. INSTALLATION: DISTURBED SIDE SLOPE
<br /> ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL I
<br /> 5. GARAGES: ENC18.28.150 ON ALL NEW LOTS WHERE PROPOSED SINGLE FAMILY DWELLINGS ARE PROPOSED A FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER i'�
<br /> TWO (2) CAR GARAGE IS REQUIRED. ANY EVIDENCE OF TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET OBJECTIONABLE MATERIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY 8„9. SUITABLE NATIVE MATERIAL EXCAVATED DURING TRENCHING SHALL BE USED FOR TRENCH BACKFILL UNLESS SOUND AIR POLLUTION CONTROL AGENCY. DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO 2.5'6. EMC18.28.120 ALL DEVELOPMENT STANDARDS FOR EASEMENT ACCESS DRIVE MUST BE MET. NOTIFIED BY THE CITY ENGINEER THAT THE NATIVE MATERIAL IS UNSUITABLE. THE CITY ENGINEER, OR HIS SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED
<br /> 8. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2 FILTER FABRIC FENCE DETAIL
<br /> REPRESENTATIVE, WILL EXAMINE EXCAVATED NATIVE MATERIAL AT THE TIME OF EXCAVATION TO DETERMINE ITS CONTRACTOR RESPONSIBILITY FOR EROSION/SILTATION CONTROL SUITABILITY FOR USE AS BACKFILL. NATIVE MATERIAL WILL BE CONSIDERED SUITABLE FOR TRENCH BACKFILL EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF
<br /> IF IT IS: TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). 2. AGGREGATE: C2•1 N.T.S. (STD. DWG. 205)IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM WATER RUNOFF BE 4" TO 6" CRUSHED BALLAST ROCK WSDOT STANDARD SPECIFICATION 9-03.9 (1)
<br /> NOTES
<br /> CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY. ANY AND ALL A. CAPABLE OF ATTAINING THE DEGREE OF COMPACTION SPECIFIED IN D COMPACTION.
<br /> MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR. B. WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT. 1. CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST 3. ENTRANCE DIMENSIONS:
<br /> C. REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR OTHER DELETERIOUS SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY PUBLIC WORKS INSPECTOR. THE AGGREGATE LAYER MUST BE AT LEAST 6 INCHES THICK. IT MUST EXTEND THE FULL WIDTH
<br /> OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT
<br /> 1. REGARDLESS OF SITE, WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE FULLY MATTER.
<br /> RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR 2. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. IF LEAST 50 FEET.
<br /> SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY CREEK, STREAM, WETLAND OR 10. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN APPROVED RESEEDING IS NOT PRATICAL DUE TO WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE COVERED
<br /> WATER BODY ON THE SITE. DISPOSAL SITE. THE CITY ENGINEER SHALL BE PROVIDED WITH THE LOCATION OF ALL DISPOSAL SITES TO WITH MULCH AS DIRECTED BY THE CITY ENGINEER. 4. WASHING:
<br /> BE USED AND ALSO COPIES OF THE PERMITS AND APPROVALS OF SUCH DISPOSAL SITES. IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM
<br /> 2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE 3. TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR TO VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE
<br /> FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, "BEST MANAGEMENT PRACTICES" (BMPs), FOR 11. IMPORTED MATERIAL SHALL MEET THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN SECTION 3.16.1.3 COMMENCEMENT OF ANY CLEARING OR EARTHWORK. VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
<br /> STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE OF THE DESIGN AND CONSTRICTION STANDARDS AND SPECIFICATIONS, OR CRUSHED SURFACING TOP COURSE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE
<br /> DEPARTMENT OF ECOLOGY AND THE CITY OF EVERETT. AS SPECIFIED IN SECTION 9-03.9(3) OF THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 4. ANY GRADING/FILL ON THIS SITE SHALL BE DONE IN A MANNER THAT DOES NOT IMPACT THE SURROUNDING WASHING MORE CONVENIENT AND EFFECTIVE.
<br /> MUNICIPAL CONSTRUCTION. PROPERTIES. 5. MAINTENANCE:
<br /> 3. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING FLOW
<br /> AND THE CITY INSPECTOR. IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE 12. TRENCH BACKFILL SHALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANICAL TAMPERS OF THE IMPACT EROSION CONTROL DEVICES NOTES OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
<br /> ORFLOW
<br /> INEFFECTIVE AT CONTROLLING EROSION AND SILTATION, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO TYPE APPROVED BY THE CITY ENGINEER. THE BACKFILL MATERIAL SHALL BE PLACED IN SUCCESSIVE LAYER
<br /> AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION WITH THE FIRST LAYER NOT TO EXCEED 2 FEET ABOVE THE PIPE, AND THE FOLLOWING LAYERS NOT ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE REQUIRED AS PER INSPECTORS DIRECTION DURING 2-INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES
<br /> ACTIVITIES, WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES, SHALL CEASE UNTIL EXCEEDING 12 INCHES IN LOOSE THICKNESS, WITH EACH LAYER BEING COMPACTED TO THE DENSITY CONSTRUCTION. USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM
<br /> SUCH TIME AS THE WATER QUALITY IS BROUGHT UNDER CONTROL. SPECIFIED BELOW: VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM A. IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM
<br /> ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF THE WEATHER. DRY DENSITY TO WITHIN 3 FEET OF SUBGRADE. THE LAST 3 FEET SHALL BE COMPACTED TO 95% OF
<br /> 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON SITE AND SHALL MAXIMUM DRY DENSITY. r-l- TEMPORARY CONSTRUCTION ENTRANCE
<br /> BE IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED B. UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY.
<br /> TO, STRAW BALES OR OTHER MULCHING MATERIAL, SILT FENCING AND STAKES, FILTER FABRIC, ETC. C2•j N.T.S.
<br /> 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL EROSION 13. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A
<br /> CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SILTATION SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED,
<br /> PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br /> CONTROL MEASURES ABOVE ALL OTHERS.
<br /> 14. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PIPES,
<br /> RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROVAL OF GRADING AND SEDIMENTATION CONTROL
<br /> PLAN ONLY.
<br /> o°° I
<br /> mod ( ° ° p°a -_
<br /> i , _0_ r
<br /> •
<br /> _-- / a.
<br /> ra-- `- -g „v I o°r: ---\
<br /> ---
<br /> ° o ,, ° t
<br /> © Qp °• --
<br /> illor 0
<br /> 0 PLAN PLAN APPROVED
<br /> ........ is: !,e- ....4
<br /> E �
<br /> X SLOPE 1:1 PUBLIC SERVICES DATE �� ����
<br /> 4 °o.""" otl°° ® --DEPARTMENT
<br /> ° ° °
<br /> °°°°°°° °°°°°°° � UTILITIES D AI A
<br /> ,°�°°aoo _° °a°°"' * TO STARTING ANY CONSTRUCTION ON THIS
<br /> IN R PROJU�CT. APPROVALIC WORKS L FOR THISIT IS R PROREDTPSIOR
<br /> \ � ,:::-.,:r ..,: 1 1 CITY EN EE
<br /> Know what's below. CONDITIONAL PER CURRENT STANDARDS AND
<br /> Y g' PERMIT FOR CONSTRUCTION HAS BEEN ISSUED.
<br /> Call before you dig. EXPIRES _� UNLESS
<br /> r "h UTILITY CONFLICT NOTE: 3
<br /> -' CAUTION: �� a � ,;
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, , c
<br /> , /
<br /> \/ J DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE t „3.
<br /> PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> PURPOSE AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br /> CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING -` ,�•r=
<br /> r� '' `{'" "''` '` UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY -• •{ • .. ,
<br /> TO PREVENT SEDIMENTATION FROM WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ,
<br /> SECTION ENTERING STORM DRAINAGE SYSTEM ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND INSIGHT ENGINEERING co.
<br /> AT CATCH BASIN/1NI.E75 DURING ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br /> �� SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL P.O. BOX - 1478
<br /> NOTES PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EVERETT, WA 98206
<br /> 10 SHAPE OF SEDIMENTATION POND MAY VARY TO (1)TEMPORARILY LEAVE OUT BLOCK. COVER OPENING (425) 303-9363 (425) FAX
<br /> FIT DRAINAGE AREA AND TERRAIN. MODIFY AS WITH WIRE SCREEN.
<br /> INFO@INSIGHT425 303-9362 F
<br /> ET
<br /> NECESSARY TO ENSURE SATISFACTORY TRAPPING
<br /> OF SEDIMENT.HALF-CIRCLE POND MAY BE USED ®PLACE GRAVEL IN FRONT OF SCREEN TO FILTER
<br /> WHEN CURB AND GUTTER ARE INSTALLED SEDIMENT. SITE ADDRESS: 1913 HOYT AVE
<br /> EVERETT, WA 98201-2237
<br /> DURING STREET CONSTRUCTION.
<br /> 0 SIZE POND BASED ON EXPECTED FLOWS DURING
<br /> ®CLEAN OUT WHEN SEDIMENT REACHES 6' BELOW CONSTRUCTION. TAX ACCOUNT NO.'S: 00437037800700
<br /> REV. NO. DESCRIPTION INITIALS DATE
<br /> GRATE
<br /> .y CITY OF EVERETT I N T 9-21-1991 R ,
<br /> CATCH BASIN LE dot .%'�4'"OV wAs� .q NE 1/4, SEC. 19, T.29 N.,R.05E., W.M.
<br /> PUBLIC WORKS ATI O N TRAP
<br /> � ��� HOYT 4 UNIT
<br /> SEDIMENT �,� �, ,,,., � ! �,�
<br /> EVEIaErr ENGINEERING 8 PUBLIC TYPE �.� 21as 11 � 1 z „A's
<br /> SERVICES DEPARTMENT number
<br /> 4 ,Il, --�' I�=r DWG FILENAME DESIGNED BY: DATE SCALE JOB NO.:
<br /> /'I CATCH BASIN/INLET SEDIMENTATION TRAP TYPE 'C' ' :. 36499 °wo 4ZIw 170868-FINAL.DWG SPC 08-30-2017 1"=10' 17-0868 •9
<br /> � CISTE�G�
<br /> \C2.� N.T.S. (STD. DWG. 213) SSIONAL:19
<br /> SHEET
<br /> 01 0l TESC NOTES C2.1
<br />
|