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-- .� - -- -�
<br /> EASEMENT AND UT1�-ITYNOTES TESC& GRADING NOTES NE 1/4, SE 1/4, SEC.30, T.ZSN., R.SE., W.M.
<br /> 1. 5' MIN SEPARATION BETWEEN '-tTY OPERATED UTIUTIES AND OTHER PRIVATE AND PUBUC OPERATED UTIUTIES 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL 8E INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. SNOHOMISH COUNT Y, WASHINGTON
<br /> (PUD, CABLE N, PNONE, GAS fTC.)
<br /> 2. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONi�ROL.
<br /> 2. NON CITY OPERATED PUBLIC (I�ILITIES MAY CROSS CITY EXCLUSIVE EASEMENT ONLY BETWEEN 450 AND 90D1
<br /> WITH RID�ED STEEL CONDUIT UR PVC CONDUfT ENCASED IN RED CONCRETE AT TNE PUBLIC WORKS 3. AS CONSTRUCTtON PROGRESSES AND SEASONAL CONDITIONS DICTATE, TNE EROSION CONTROL FACILITIES TESC NOTES NOTES
<br /> INSPECTORS OP710N. SHALL BE MAINTAINED AND/OR ALTERED AS REQUlRED BY THE CITY ENGINEER TO ENSURE CONTINUING �. ALL ENVIRONMENTALLY SENSITfVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION
<br /> 3. CONDUIT DUCTING SHALL HAVE A MINIMUM COVER OF 3' AND NOT OBSTRUCT CROSSIN� BY OTHER UTILITIES EROSION/SEDIMENTATION CONTROL. BEFORE CLEARING TAKES PLACE. AF7'ER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, 1. STABILIZED CONSTRUCTION ENTRANCE SHALI
<br /> MEETTHE REQUIREMENTS OF WSDOTSTANOARD
<br /> FOR A VERTICAL DIS7ANCE 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 AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARIN� LIMITS, BY HAND OR MECHANICAL SPECIFICATION SECTION 8-01.3{7).
<br /> MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFCAGGED AFrER INSTALLATION. IF A
<br /> 4. ONLY CITY OPERATED UTILITIES SHALl. BE ALLOWED WITHIN CITY EXCLUSIVE EASEMENT NO OTHER APPROVED 8Y THE CITY OF EVERETf PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTiL SEED GERMINATION SILT FENCE IS NOT REQUIRED, TNE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br /> EASEMENTS MAY BE GRANTED WITHIN THE LIMITS OF THIS EASEMENT. IS ASSURED. IN ADDITlON TO SEEDING, SLOPES OF 25% OR GREATER WILL BE MULCHED WITH 2.0 TONS OF 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SNALL 8E CONSTRUCTED, OPERATIONAL, AND INSPECTED
<br /> STRAW PER ACRE, OR WITH AN APPROVED EQUAL. BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CtEARING AND GRUBBING OPERATIONS.
<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
<br /> 1. FOR ANY EASEMENT ACCESS OR EASEMENT WITH PUBLIC UTILITIES, THE CITY ENGINEER SHALL DETERMINE DISTURBED AREAS THAT WILL 8E LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES PUBUC WORKS INSPECTOR. NO TRfES SNALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE �------------irusrau oRivewav cu�veRT
<br /> THE REQUIRED EASEMENT WfDTH BASED ON CITY STANDARDS. GREATER THAN 25� WILL BE LEFT EXPOSED FOR 3 DAYS OR MORE. APPROPRIATE PARTIES. j IF THERE IS A ROADSIpE DITCH
<br /> ' PRESENT
<br /> 2. WITH THE EXCEPTION OF THE EASEMENT ACCESS DRIVE, NO NEW DRlVEWAYS OR PARKING AREAS W1LL BE 5. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL -��f f� �
<br /> PERM117ED WITHIN THE FRONT YARD SETBACK AREA FOR ALL tOTS THAT FRONT ON THE PUBLIC STREET. NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT /N ALL WORK ON THE SITE 4• wHERE POSSIBLE, NATURAL VE�ETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. �~'
<br /> BEING STOPPED. a � ` �
<br /> 5. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES -_- '
<br /> 3. ACCESS OFF AN EASEMENT DRIVE IS LIMITED TO ONE TWENTY F00T DRIVEWAY AND CURB CUT PER LOT. 25� --� � I ____---
<br /> THE DRIVEW,4Y SHALL NOT EXCEED TWENTY FEET IN WIDTH FOR A DISTANCE OF TWENTY FEET FROM THE 6. GRADING OUTSIDE CITY R�GHT-OF-WAY SHALL CONFORM TO CHAPTER 70, UNIFORM BUILDING CODE. CONTROLE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT r--�`� �X,S.�,�G ROAQ
<br /> EASEMENT ACCESS DRIVE CURB. TNE MINIMUM PARKING STALL WIDTH FOR TWO CARS IN FRONT OF THE � --ao'MIN TYPICAL
<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 959 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 �
<br /> 8. THE CONTRACTOR SNALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTAT�ON COLLECTION FACILITIES TO SEDIMENT CONTROL BMP'S DNLY. , " �-� '
<br /> 4. SURFACE PARKING: EMC18.28.120 SURFACE PARKING !S ONLY PERMITTED ON A LOT WITH AN EXISTING INSURE THAT SEDIMENT-l.ADEN W,4TER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. AS CONSTRUCTION - -\- � �� �� -�
<br /> HOUSE. THE PARKING AREA MAY NOT BE BETWEEN THE EXISTING HOUSE AND THE PUBLIC STREET. THE PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATlON CONTROL FACILITIES MAY \` '-` �_ _ --�-`'� � � i .�--'
<br /> PARKING PAD MUST BE A MINIMUM OF 20 FEET BY 40 FEET AND BE A MINIMUM OF 5 FEET AWAY FROM BE REQUIRED TO 1NSURE COMPLETE SlLTATION CONTROL OF TNE PROPOSED PROJECT. THEREFORE, DURING �• THE WASHINGTON STATE CLEAN A(R ACT REQUIRES THE USE OF ALL KNOWN, AUAIL48LE, AND REASaNABLE � ���
<br /> ANY NEW PROPERTY UNE AND MAY NOT BE WITHIN THE REQUIRED OPEN SPACE. THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLlGATION AND RESPONS181LITY OF TNE CONTRACTOR TO MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WEITING �� �\\ PERMEABLE BALLAST TYPICAL SEE
<br /> EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE LEAVING THE SITE, AND INSTALLING AND MAINTAINING
<br /> ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAl. / � STANDARD SPECIFICATION
<br /> 5. GARAGES: ENC 18.28.150 ON ALL NEW LOTS WHERE PROPOSED SINGLE FAMILY DWELLINGS ARE PROPOSED A FAC(LITIES TNAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACKOtJT IS A MAJOR SOURCE OF DUST AND \ ,�,�.\ % SECTION 9-03.9(2�
<br /> TWO (2) CAR GARAGE IS REQUIRED. ANY EVIDENCE OF TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR TNE PUGET . /
<br /> SOtlNO AIR POLLUTION CONTROL AGENCY. 1' MIN �
<br /> 9. SUITABLE NATIVE MATERIAL EXCAU,4TED DURING TRENCHING SHALL BE USED FOR TRENCH BACKFILL UNLESS LENGTH AS REQUIRED 100"nn�tv,EXCEPT 1, �
<br /> 6. EMCi8.28.120 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 NIS MAY BE REDUCED TO 50'MIN FOR �EP7H � '
<br /> 8. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL TYPICAL
<br /> REPRESENTATIVE, WILI EXAMINE EXCAVATED NATIVE MATERIAL AT THE TIME OF EXCAVATION TO DETERMWE ITS EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF SITES WITH LESS THAN ONE ACRE �
<br /> CONTRACTOR RESPONSIBILITY FOR EROSION/SILTATION CONTROL SUITABILITY FOR USE AS BACKFILL. NATIVE MATERIAL WILL BE CONSIDERED SUtTABLE FOR TRENCH BACKFILL TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). oF exaose�5oi�oR APPRoveo ev�NSPec7oR----' _ _ �
<br /> IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM WATER RUNOFF 8E �F IT IS: _-- -
<br /> CONTROLLED AT ALL TIMES TO PREVENT SOIL EROStON AND TO MAINTAIN WATER QUALITY. ANY AND ALL NOTES � � ��
<br /> A. CAPABLE OF ATTAINING THE DEGREE OF COMPACTION SPECIFIED IN D COMPACTION. P�ace coNsrRucrioN�eore�i�e FOR soi� -���Y� � �
<br /> MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY TNE CONTRACTOR. � STABIUZATiON FROM THE EDGE OF THE EXISTING '�,_
<br /> 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 x ROADWAY TO THE CONStRUCTION ENTRANCE, ---PROVIDE FULL WIDTH OF
<br /> C. REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR OTHER DELETERIOUS SUPPRESSION AND STREEf CLEANING MUST OCCUR AS DIRECTED BY PUBLIC WORKS INSPECTOR. z OR AS DIRECTEO BY THE ENGINEER- - INGMEN/EGRE55 AREA
<br /> 1. REGARDLESS OF SITE, WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE FULLY MATTER.
<br /> RESPONSIBLE FOR ENSURING THAT EROSIDN 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 � •
<br /> SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER lNTO ANY CREEK, STREAM, WETLAND OR �0. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN APPROVED RESEEDING IS NOT PRATICAL DUE TO WEATHER OR SEASONAL PR08LEMS, THE GROUND MUST BE COVERED n
<br /> WATER BODY ON THE SITE. DISPOSA! SITE. THE CITY ENGINEER SNALL BE PROVIDED WITH THE LOCATION OF ALL DISPOSAL SITES TO WITH MULCH AS DIRECTED BY THE ClTY ENGINEER. �
<br /> BE USED AND ALSO COPIES OF THE PERM/TS AND APPROVALS OF SUCH DISPOSAL SITES. "s lSOMETR{C VIEW
<br /> 2. BEYOND THE MlNIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE 3. TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR TO a CONSTRUCTI�N ENTRANCE WSDOT STO PLAN I-80.10-02 ACCEPTABIE SUBSTITUTE
<br /> FOR SELECTIN6 AND IMPLEMENTING APPROPRIATE METHODS, 'BEST MANAGEMENT PRACTICES" (BMPs), FOR ��, �MPORTED MATERIAL SHALL MEEt� THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN SECTION 3.16.1.3 CaMMENCEMENT OF ANY CLEARING OR EARTHWORK. �
<br /> STORM WATER TREATMENT AND CONTROL THAT MEET TNE REQUIREMENTS OF BOTH THE WASHINGTON STATE OF THE DESIGN AND CONSTRICTION STANDARDS AND SPECIFICATIONS, OR CRUSHED SURFACING TOP COURSE � CITY OF EVERETT
<br /> DEPARTMENT OF ECOLOGY AND THE CITY OF EVERETT. � "
<br /> AS SPECIFIED !N SECTION 9-03.9(3) OF TNE 1991 STANDARD SPEClFICATIONS FOR ROAD, BRIDGE AND 4. ANY GRADING/F1LL ON THIS SITE SNALL BE DONE IN A MANNER THAT DOES NOT IMPACT THE SURROUNDING �� �AET�' PUBLlC WORKS DEPARTMENT
<br /> 3. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER MUNICIPAL CONSTRUCTION. PROPERTIES. o� ,,o� un�, „ o , � ,
<br /> 4Q '�' k'fANSAi_S iHEATHERGRIFFlN��PAULWILHELM �ESH O3JI7�ZO17
<br /> INE�FECTIVEI AT'CONTR��ING EROSIONE ANDHSILTATION, THELCONTRACT RUSHALLCIMMEDIATELYAREPORT�0 t2• TRENCN BACKFiIt SHALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANICAL TAMPERS OF THE IMPACT EROSION CONTROL DEVICES NOTES �" �.��w��
<br /> TYPE APPROVED BY THE CITY ENGINEER. THE BACKFlLL MATERIAL SHAl.L BE PLACED !N SUCCESSIVE LAYERS s� CONSTRUCTION ACCESS
<br /> AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION WfTN THE FIRST LAYER NOT TO EXCEED 2 FEET ABOVE THE PIPE, AND THE FOLLOWING LAYERS NOT A D DITt ONA I ER O SI ON AN D S E DIM EN T CONT R OL MAY BE REQUIRED AS PER INSPECTORS DIRECTION DURING �gg 2O1
<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.
<br /> SUCH TIME AS THE WATER QUALITY IS BROUGHT UNDER CONTROL SPECIFIED BELOW:
<br /> 4. THE CONTRACTOR SHALL BE RESPONSlBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM A. IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO 90� OF MAXlMUM 1 CONSTR UCTION ACCESS
<br /> ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF TNE WEATHER. DRY DENSITY TO WITHIN 3 FEET OF SUBGRADE. THE LAST 3 FEET SHALL BE COMPACTED TO 95% OF C'2,j N.T.S. CITY OF EVERETT STD. DTL 201 .
<br /> 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON S1TE AND SHALL MAXIMUM DRY DENSITY.
<br /> BE IMMEDIATELY AVAI(ABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, 8UT NOT BE tIMITED B. UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90q OF MAXIMUM DRY DENSITY.
<br /> T0, STRAW BALES OR OTHER MULCHING MATERIAL, SILT FENCING AND STAKES, FILTER FABRIC, ETC.
<br /> 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL EROSION �3. 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 fS COMPLETED,
<br /> CONTROL MEASURES ABOVE ALL OTHERS. PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br /> 14. APPROV,4L OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PIPES,
<br /> RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROV,4L OF GRADING AND SEDIMENTATION CONTROL
<br /> PLAN ONLY.
<br /> NOTES _ , ,
<br /> ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT
<br /> ASSURES FABRIC IS FIRMIY SPECIFICATIONS 8-01.3(9)A SLIGHTLY UPSIOPE TO PREVENT SEDIMENT FROM NOTES
<br /> HELD BYTHE BACKUP
<br /> SUPPORT IN A WAY THAT FIOWING AROUND THE ENDS OF THE FENCE.
<br /> 1. SHAPE OF SUMP AREA MAY VARY TO FIT DRAINAGE
<br /> REDUCES THE POTENTIAL AREA AND TERRAIN.MO�IFY AS NECESSARY TO
<br /> 2. PERFORM MAINTENANCE IN ACCORDANCE WITH WASHED GRAVEL
<br /> FOR FABRIC TEARlNG ti '. ! ENSURE SATISFACTORY TRAPPING OF SEDIMENT.
<br /> -FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9jA _ -'-------_ % SEE NOTE 4 HAIF-CIRCLE SUMP MAY BE USED WHEN CURB AND
<br /> �Y-�'���� POST EVERY 6"IN O.C. AND 5-01.3(15).
<br /> ��� ! �� l` -�� GUTTER ARE INSTALIED DURWG STREET
<br /> ; , i/ ��_ ---- CONSTRUCTION.
<br /> BACKUP SUPPORT- �� . � � 3. SPlICES SHALL NEVER BE PLACED IN LOW SPOTS o 00��p �------1�-'000�. ,
<br /> ' " i OR SUMP LOCATIONS.IF SPLICES ARE LOCATED fN � 00000't� � ( �o a°o� r _ 2. CLEAN OUT WHEN SEDIMENT REACHES 6"BELOW ` ��� �* � � "'�" �' � �' �.,�
<br /> �� o? LOWORSUMPAREAS,THEFENCEMAYNEEDTO ------�---o°o°o� �000 --�-- -- GRATE. '- �e�,� '�,.a a �i""��,� t3r �
<br /> .. � .: , � a00000� � � on000c i
<br /> �00000 o�0000
<br /> BACKFILLED& "�� BE REINSTALLEDUNLESSOTHERWISEAPPROVED. ---� 00000�' � � � `�Uooa� This Record Drawing has b�en prepared, in part, based
<br /> I " � SELF-LOCKING TIE-NYLONE
<br /> 000000 00000 I
<br /> COMPACTED % --- --�---� �' � --- 3. TEMPORARILY IEAVE OUT BLOCK.COVER OPENING
<br /> I � ��� ee�--�--
<br /> 1nru,,,.-1 6J6(MIN GRADE) � �ooaooQoo � � o000o WITH WIRE SCREEN.SIZE SCREEN TO RETAIN GRAVEL.
<br /> NATIVE SOIL-- �"��� 4. INSTALISiLT FENCING PARAILElTO MAPPE� �, � "\ Cfl "AS-BUilt" information providec! by cthers.Ti�ough
<br /> \ GEOTEXTILE� 120#MIN TENSIIE STRENGTH, >0000� L__ J °oo
<br /> � ! CONTOUR LINES. o000o a F
<br /> ` o000
<br /> � UV STABILIZED � � �------�'• G. PLACE 3/8"MINUS WASHED GRAVEI IN FRONT OF the as-buil� ir:ormation and this drawing are based on
<br /> Ftow �,�° I � the best av '� ir,formation, no resum tion should
<br /> �\ 5. DURING EXCAVATION,MINIMI2E DISTURBING �� SCREEN TO FILTER SEDIMENT. P P
<br /> ' THE GROUND AROUND TRENCH AS MUCH AS 15 -----� e made re�arU�r; - the drawing's accuracy.
<br /> `� - FEASIBLE,AND SMOOTH SURFACE FOLLQWING �` � �� 5. 5 lZE SUMP BA SEa ON EXPEG TED FLOWS DURING
<br /> �'. ' d,Y EXCAVATION TO AVOID CONCENTRATiNG fLOWS. � CONSTRUCTION. � '� _ ,���_ ,
<br /> j� r�' \ COMPACTION MUST BE ADEQUATE TO PREVENT SEE NOTE 1 ��-SCREEN � . _ � �
<br /> BURY 6EOTEXTILE ,� UNDERGUTTING FIOWS. SEE NOTE 3 6. TO PREVENT SEDIMENTATION FROM ENTERING �r :�I ned By Date
<br /> IN TRENCH - `� ��':,� � PLAN VI EW 570RM DRAINAGE SYSTEM AT CATCH BASIN/INLETS g' \ �
<br /> �� � J' j ' BACKUP SUPPORT DURING CONSTRUCTION. � Permit Inspecror
<br /> o z GEOTEXTILE fOR SILT FEfVCE ���3� i��� ��2 STEEL POST (TYPICAL) � PP'Illt Nai71� �t T1tI@
<br /> � _� � SEE STANDARD SPECIFICATION ; { � � �T �
<br /> � ! N� SECTION 9-33.2{1),TABLE 6-� � ;,i � \ F,I {TYPICAIj---..___.._ f ,
<br /> � � � ���1 ,I' I �
<br /> �i�,� � ` �'
<br /> V _� /�FFj. � '�{ `� �!/ �
<br /> p�-�� � # V �
<br /> o�, . , !'
<br /> � P
<br /> ��/ � ! � � F. ,�``
<br /> TYPICALINSTALLATION DETAIL � `� ' f %"; -o����c�°P� FABRIC �/ seENore3 `seer�voTe4 '
<br /> � � , Q� (GEOTEXTILE) � /
<br /> .� (TYPICAL)-� � 1'�
<br /> INSTALL BACKUP SUPPORT FOR I� �/ � � P � -i_-�--- -�` --�
<br /> i
<br /> ���\'� �oo'o"o 00:60� z¢
<br /> THE GEOTEXTILE SEE STANDARD ' r �
<br /> u SPECIFICATIONSECTION8.01.3(9)A � j I '� o�o�oc o<000
<br /> . r oo �u�o� � 000000� �� � �
<br /> JDO. Ju0 _OOOODO� �N �
<br /> } y � OOOCC 00000 �
<br /> � � � 4 � '� � ��II 3 MAX SLOPE 2:1 � SEE NOTE 2 �
<br /> l �
<br /> � � � �� � ����N� � i I�� � �V�i� �, '� � �
<br /> g � i -'.5�4� SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETNER � i SEE
<br /> 3 i'� �I ��iti�f'� TO PREVENT S�LT IADEN WATER FROM ESCAPING THROUGH THE 3 � NOTE 5
<br /> � /' �� 6 Q�yO� FENCE AT THE OVERLaA. � � Know whafs below.
<br /> � SPLICE DETAIL $
<br /> � -"�' �/ WSDOT STD PLAN I-30.10-02 ACCEPTABLE SUBSTITUTE � C81I before you dig.
<br /> UTILITY CONFLICT NOTE:•
<br /> & ! --���� TYPICAL SIIT FENCE � ,
<br /> �- I EXCEPT STEEI POST REQUtRED �
<br /> � --� -- ¢� � WITH BACKUP SUPPORT g � \
<br /> W ' ' J ,
<br /> o --�� ' � � ,���-� �P ISOMETRIC CITY OF EVERETT o �%;��= ' C1TY OF EVERETT CAUTION.� _
<br /> �� s�� � � ��' Qp.O��' �r'EREr�' PUBLIC WORKS DEPARTMENT �� �R� PUBLIC WORKS DEPARTMENT DIMEN�ONRAANDRDEPTH OFEALLSE�STWG UT�T IESRWHJETHER SHOWNT'ON THESE
<br /> �~ o o� `".`RY�r�s�ss HenTr+e"e ca�EFiN vnu wiGHeiM °'"�sy - ." n^ PLANS OR NOr BY POTHOLING THE UTIUTIES AND SURVEYING THE HORIZONTAL
<br /> . �.
<br /> 4Q � / „ �a �03/17J2027 4Q iT[R}'�NSHSt '�H[ATHERGRIFFlN VAUIWiIHEUv1 ��ESH �� •�
<br /> ,. SECTION VIEW ,.,,- oa%1�/zo17 AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
<br /> �� � TEf'VIPORARY SILT FENCE tl1•o��w -� �� "°`�`�`�` INCLUDE CALLING UTlLIT1' LOCATE � 1-800-424-5555 POTHOLING ALL OF THE
<br /> 211�. sG EXCAVATED INLET PROTECTION 208 EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
<br /> �s� �g° VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
<br /> SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC 1 NS 16 HT E N Q 1 N E E R I N 6 C O.
<br /> INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
<br /> THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGWEERING COMPANY TO P,O. BOX - 147g
<br /> 2 TEMPORARYSILT FENC�' 3 EXCA VA TED INLTE PROTECTION� RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EVERETT, WA 98206
<br /> C2,j N.T.S. CITY OF EVERE7T STD. DTL. 214 C2 1 N.T.S. CITY OF EVERETT STD. DTL 208 (425) 303-9363 (425) 303-9362 FAX
<br /> INFO@ IN S IG HTENGINEERING.NET
<br /> SITE ADDRESS: 12704 BOTHELL-EVERETT HW �
<br /> EVERET(, WA 98208
<br /> TAX ACCDUNT N0.'S: 28053000400200
<br /> REV. N0. DESCRIPTION INITIALS DATE
<br /> � R. �
<br /> ti� °� W`�s�r�� NE 1/4, SE 1/4, SEC.30, T.28N.,R.SE., W.M.
<br /> � � �''� B.I.G. PARKING EXPANSION
<br /> �
<br /> .o � DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> 36499 q
<br /> ��, C I S,I,�g��� 150712-AB.DWG JRC OS-15-2017 1"=10' I 5-0712
<br /> SSI�NAL �� AS-B UILT SHEET
<br /> 03/05/202o TESC NOTES C2.1 �
<br />
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