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A PORT/ON OF TiyE SE 1/4 OF THE /V W l/4 OF SECT/ON 5, lV1/P. 28N., RN� SE., W.M.
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<br /> y i �° �� �'� �'� 1, ALL EN�IRONMENTALLY SENSITII/E AREAS AND THEIR BUFFERS
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<br /> 20� ._-. , �aG�T sG�r.a- � � , LlMITS ARE APPRO l/ED AN ARE.4 WIDE ENOUGH TO INSTAL L A S1L T
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<br /> METHDOS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SH,qLL BE
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<br /> � � =t�' -� THE ARE,4 SH,9LL BE DELINEATED USING AN ORANGE BARRIER.
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<br /> � � a� �'� �l ?� t ' '� AND 1NSPECTEO BY THE PUBLIC o
<br /> CONSTRUCTED, OPER,4 TIOIU,4L,
<br /> � ` SlL T FENCE FILTER F,4BRlC MATERl,4L lN CONTINUOUS WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBIIVG O � i
<br /> 1 � � �� 4 , � ,��,;,;,sy�'r' X�r`"�%;"!,,�4 ;�
<br /> t.r, • �� !� ,,1��_=_- ;
<br /> � +`� `Y:/ r' s1,0�'�'�'r°a-}���-"°`��' ti �.,,...%`�.�� � Cs4:
<br /> t �ti{ j f����t���,r�1` _ OPERATIONS.
<br /> PcR CIIY STD. PLN. 2os,4 ROLLS. USE STAPLES OR WIRE RINGS � � �
<br /> 4 6 y.. �I/f'"�r s � �" ��, �� R., �'`� Cr n �
<br /> �, � < �.� , ,. �� FlL TER FABRIC MA TERl,4 L �� STEEL POSTS A T 6 OC O Q O
<br /> l�� � ` � f t� h WIRE MESH SUPPORT FENCE INSPECTlON INVOL�ING B O T H T H E D E l/E L O P E R A N D P U B L I C W O R K S � �
<br /> � ��I s�;� �,� �„, �F � 4 � q,, ,��� �� � �'+["' TO ATTACH WIRE. 3. DANGER TREES SHALL BE 1DE�lTIFJED THROUGH A JOINT
<br /> , � f �y �5� �j�� \. { t ��Y ) {} µ I�')�n�,4�l�I'.J J/
<br /> 2 X2 X 14 GA W.W.F. � Nor ro sc,acE FOR SIL T FILM FABRICS. INSPECTOR. ND TREES SH,4LL BE REMOI/ED UNTIL PERMISSION lS w Q � �
<br /> � � �" '�S ��? � � 1, � xa e.�;, ,
<br /> � { � �� ;�� � r I( �-7 ��; �i`i � » „ �
<br /> � , �'� �'� � f ' Y,� `� ���� >2 - 1 1�2 W,4SHE0 .,,,�
<br /> t�
<br /> � ���� �; a � ���:� r�' i STAPLES OR WIRE WIRE FABRIC OR EQUAL OBTAINED FROM THE APPROPRIATE PARTIES Q >
<br /> � fi i ��°� i��s.,� �'� '' ' 1 '� �`
<br /> ROCK OR PEA GRA�EL �S
<br /> RINGS (TYPICAL) � ` �
<br /> �� +�`� �`` �� 4. WHERE POSSIBLE, NATURAL �EGETATION SH,4LL BE MAINTAIIVED FOR � o �!
<br /> l � � /�ti �� �f �.H.
<br /> � � �`�� `�' �`�, �� ' , ��� ����/�/� �� EROSION AND SEDIMENT CONTROL. \`//� ( I�
<br /> i � r`��;"t;l;�,t.r;�,�ti;' � c:x>`��s � \\\ � � dJ
<br /> � .r..�,,......_.._._.. f 'r.�+"' `�� 1 � » � � _ �
<br /> � � --'"f �������! �;%x�����-���:c�`�� �r" -�-:;y' 30 5. AS CDNS7'RUCTION PROGRESSES AND SE�1 S0/�/AL CONDITIONS Q � � �
<br /> ? �,,.�'""Y� ��-:;���'"'"�'��`�����'���t�� '�`�'� Ei 12" x 8'� TRENCN �i g�oa� o ���oc.°bo q�� c�g�ooc� °�g oag DlCT�1 TE, THE EROSION CONTROL FACIUTIES SH/aLL BE MAINT AI I V E D � � �
<br /> ' � �=�`��`�' j NOTES.• � \\ � i \�i� � ���� i AND/OR ALTERED AS REQUlREO TO ENSURE CONT/NU/NG � �
<br /> I � o �.��' CLE�I R/NG, GRADIIiIG , „ _ � EROSION/SEDlMEN7" CONTROL. t�, Q
<br /> ,-~-�' , � �� I 1. PLACE 1 OF 3/4 1 1/2 WASHED ROCK OR PEA GRA l/EL ON MAINTENANCE OF SlL TA TION BARRIERS V � �
<br /> � ���1 � `��i � � � E�osioN coNr�o� BOTH SIDES OF rHE FENCE TO CREATE A BE�EL SH,4PE. 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SH.4LL � n� O � � �
<br /> ( � ,>r � S/L7",4TlON BARRIERS SH,4LL BE INSPECTED IMMEDIATELY Af7-ER EACH RAlNF,4LL AND AT LEAST DAILY BE MAINTAINED /N A SATISFAC7"ORY CONDITION UNTIL SUCH TIME v � � �
<br /> 1 � DURING �ROLONGED RAlIVFALL. CLOSE A77�ENTlON SH,4LL BE PAID TO THE REP,4/R OF DAM,4GE0 THAT CLEAR/NG AND�OR CONSTRUCT/ON /S COMPLETED, PERM,qNENr � � � �
<br /> PL�N 2• F,4BRlC SHALL CO�ER B077�OM OF �2'X8" TRENCH AND EXrEN� rFriC�, ��tD RUNS, A�1D uNDERCU7TING BENEATH FENCE. NECESSARY REPAIRS TO BARRIERS OR ORAI�I,qGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR � � I�
<br /> BEYOND THE LlMITS OF THE GRAVEL lN ORDER TO M,4/NT,4/N AN R�P�C�Ai1ENT OF BARR/ERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENr DEPOSITS SHOULD BE EROSION HAS PASSED. � o �
<br /> SCALE 1 /NCH = 20 FEET EXC�"SS 01/ERL4P OF 2" M//V/MUM AS SHOWN. R�r+i10%D AFTER E,4CH RA/r1F,4LL, THEY MUS7" BE REMO�/ED WHEN THE L�l/EL OF DEPOS/T/ON �
<br /> EARTHWORK QUANI7TlES r?�CHcS APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SED�MENT DEPOSITS 7. AT A MlNIMUM, EROSION AND SEDlMENT CONTROL FACILITIES SH.4LL �, � O
<br /> 3. SPOIL PILES FROM AD✓,4CENT UTILITY CONSTRUCTlOI�I SHALL NOT R��i1All�t//�/G lN PLACE A�7FR THE FEIVCE BARRIER lS NO LONGER REQUIRED SH,4LL BE REMOI/ED AND BE MAlNT,9/NED MONTHLY, OR FOLLOWING E�1CH RUNOFF-PRODUCING �
<br /> CUT = 249 CY BE PLACED AGAINST SILT FENCE. R�P�C�D WITH SOD. STORM, TO ENSURE PROPER OPERATlOIV OF ALL EROSION AND �
<br /> T FlL L = 54 C Y SEDIMENT CONTROL FACILITIES. �
<br /> 8. APPROI/AL OF THIS PLAN DOES NOT CONSTITUTE AN APPROI/AL OF
<br /> GRATE EXCESS FLAP lS TRIMMED DESIGN, SIZE, NOR LOCATION OF PERM,4NENT PIPES, RESTRICTORS,
<br /> OR DET'ENl/ON FAC/L/T/ES,� BUT /S AN APPR0�.4L OF EROSIO/V AND
<br /> MUL CH SEDIMEIVT CONTROL BMPS ONL Y.
<br /> � //VLET PR�JlECT/O/V APPL/CAr/OM RATES AND QU,4L/T% STANOnROS FOR �i1ULCH �iIAT�ER/ALS 9. THE PUBL/C R/GHT-OF-WAY SH,4LL BE KEPT CLEAN. TRACK/NG OF
<br /> PER C/7Y OF E�ERETI' MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE
<br /> � � STORM WATER MANU,4L
<br /> =II III= �p MULCH MATERIALS QUAL(T% PRODUCTS APPLICATlOIV RATcS APPLICArION.• 2-22 BMP E1.15 TO COMPLY WITH THIS CONDITION WILL RESULT lN ALL WORK ON
<br /> I I L�,� :;,;- I I �� MU THE SITE BEI�IG STOPPED.
<br /> i l �...:,,,:.:�.::::;::�- I I— ,v o r r o s c AC E S T R A W A/R-O R/E O• F R F� F R O M U r I D E S/R A B L� 2'=3" TH/CK,• O
<br /> (I II � MULCH MAY BE APPLIED: 10. THE WASNJNGTON STATE C L E A N A/R A C T R E Q U/R E S T H E U S E O F
<br /> I I _ I I I= S E E D A N� C O A R S E M A I r R I A L 2-3 B A L E S P E R 1 0 0 0 S F O N DIS T URBED SURFACES THAT WILL REMAIN UNWORKED ALL KNOWN, A�,4/LABLE AND REASONAB
<br /> I II OR 2-3 TONS PcR ACRE � LE MEAMS OF CONTROLLING
<br /> G E O T E X T I L E F L A P P l�/C H E S ���_ FOR MORE THAN 7 DAYS (2 DAYS lN THE WET SE.4SON�. AlR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY .
<br /> WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY
<br /> B�TWEEN THE GRA7'E AND I I� I I � �� ON DISTURBED AREAS LEAVE THE SITE, AND INSTALLING AND MAlNT,41
<br /> Tf�E CATCH BASIM LEDGE - �I I I-
<br /> 7"H,4 T N E E D C D�E R M E A S U R E S F O R N l/V G R O C K i
<br /> Tn SUPPORT 7'HE INSERT: � �) "GULLYWASHER" UNI�ERSAL G'EDTEXTILE W 0 0 0 F/B E R C E L L U L O S E N O G R O�'/T r-/ l r/n/B l T I N G F„C T O R S A P P R O� 2 5-3 0 L B S LESS 1"HAN 30 DAYS. CONSTRUCTION ENTRANCES. CONSTRUCTION �EHICLE TRACKOUT lS A �
<br /> PER 1000 S� OR MAJOR SOURCE OF DUST A/VD ANY El//DENCE OF TRACK-OUT CAIV
<br /> CATCH BASIN INSEf?T OR APPROI/ED EQUAL �
<br /> CONrACT PR/CE-MOON ENTERPR/SES, /MC 1000-1500 L�S PER ACRE AS A CO�ER FOR SEED DUR/NG THE NJET SEASON AND TR/GGER F/NES FROM THE DEPARTMENT OF ECOLOGY OR lHE PUGET
<br /> 360-563-6709 FAX.• 360-563-5790 DURIIVG THE HOT SUMMER MONTHS SOUND A!R POLLUTION CONTROL AGENCY.
<br /> 11. El/ERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE t
<br /> COMPOST ND l/lSIB%� N.�'TcR OR DUST DURIlVG 2" T'rllCK, M/N.,• (APPROX. 100 DURING THE WE7" SEASON ON DISTURBED SLOPES STEEPER END OF THE DAY AND MATERIAL EXCA l/ATED DURING UNDERGROUND �
<br /> HANDUNG. �i1/JST 8E PURC�ASED TONS PER ACRE APPROX. 800 TH,4N 3H.•1 V WITH MORE THAN >0 FEET OF �ERTICAL REUEF. UTILITY CONSTRUCTION SHALL BE PL,4CE0 Oh/ THE UPNILL S/DE OF o -�-r
<br /> 9. AGGREGATE.• Ballast (W,4SH. DOT Standard Spec. 9-43.9(1�. FROA�1 SUPP/_l�R NITH SOUl7 N,9STE LBS PER Y,4RD� TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE
<br /> �A�IOL/NG PERM/T CONSIOERAT/ONS). � O �
<br /> MAlIVTEMANCE.� � � �` � �
<br /> 2. ENTRANCE DIMENSlOIVS.• THE A GGREGA TE LA YER MUST BE / 12, AL L EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DA YS OF z � !� � O
<br /> AT LEAST TWEL l/E (�2� l�ICHES 7"HICK. lT MUST EXTEND THE �/ / � MULC H M U S T B E I N S P E C T E D R E G U L 4 R L Y A I V D M O R E M U L C H THE CONS7"RU C T I O N. l F R E S E E D I N G l S N O T P R A C T I C A L D U E T O I— � � ' �
<br /> FUL L WIOTH OF THE l/EHICULAR lIVGR ESS AND E G RESS AREA. I P � . CHIPPED SITE A �cR.4Gc S/Z� SHALL BE ��I�ERAL 2" �ill�1/MUM ADDED AS IVEEDED TD MAINTAIN THE SUGGESTED WEATHER OR SEASON,4L PROBLEMS, THE GROUND MUST BE CO!/ERED � � � � >
<br /> THE LENGTH OF THE ENTRANCE MUSl' 8E AT' LEAST 100 FEET. O�� / l/EGET,4 TION INCHES THICK�lESS APPLICATION RATE. ALL RIPS OR TEARS lN PLASTIC WITH MULCH AS DIRECTED BY THE CITY ENGINEER. � a j 0 C� � _
<br /> SHEETING SHALL BE REPAIRED. SHEETIMG SHALL BE " c�= M � �
<br /> 3. WASHING.• lF CONDITIONS ON THE SITE ARE SUCH TH,4 T Q O . � , CHECKED 7"D EIVSURE lT l S P R O P E R L Y O�c R L A P P E O A I V D �3• rEMPORARY EROSION COIVTROL MEASURES FOR CONSTRUCTION 1� > � � �
<br /> MOST OF THE MUD lS NOT REMO�ED FROM �EHICLE TIRES BY �� �� ��� WEIGHTED lN PLACE,• SHEETING SHALL BE RE-LAPPED ACTNITY MUST BE OPERATIONAL PRIOR TO COMMENCEMENT OF ANY � � � C � �
<br /> CON7"ACT WITH THE GRA l/EL rHEN THE TIRES MUST BE W,4SHE0 • AND WEIGHTS REPLACED AS NEEDED. CLEARING OR EARTHWORK. N �O
<br /> BEFORE �EHICLES ENTER A PUBLIC ROAD, WASH WATER MUSl' � , �r N -� � -�
<br /> 14. C/TY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT � � �' �" �
<br /> BE CARRIED AWAY FROM THE ENTRANCE TO A SET7ZlNG AREA TO � � / ALL TIMES DURING CONSTRUCTION. DUST CONTROL AND STREET
<br /> REMOf/E ANY SEDIMENT. A WASH RACK MAY ALSO BE USED TO CLEANIIVG MUST OCCUR AS DlRECTED BY THE PUBLIC WORKS
<br /> MAKE Wf1SHlNG MORE CONVENIENT AND EFFECTII/E AIVD MAY BE PERMAIVENT COl/ER BMP ('r-IYDROSEEDII�tG Gc/�/cr?AL �lOT=S) llti/SPECTOR.
<br /> REQUIRED. (12" MIN. THK.) -�.� afe:
<br /> „ „ >. CONSTRUCTION ACCEPTANCE.• WILL 2c SUBJ�CT TD � WELL �STABLlSHcO GRD/Jl�/D CO%rR T'r/AT FULFILLS THE REQUIREMENT OF THE APPROI/ED CONS7"RUCTIO�I PLANS. NOTE.�
<br /> 4. INSTALLATION.� THE AREA OF THE E�VTRANCE SHOULD BE 4 x6 QUARR% SPA/_l_S 20' �
<br /> CLE/-1RED OF ALL �/EGET�1 T/ON, ROOTS AND OTHER � 2. ALL D/SI"URBEO AREAS SUCH AS DET�/�tT/Oh/ �AC//_/TI�S, ROADY/,4 Y BACK-S/_OPc S, E7-C. SH,4L/_ BE SEEDED W/TH A PERENNIAL GROU/VD COl/ER GRASS TD M/N/M/ZE EROS/ON. 7"HE LOCAT/ONS AND DEPTHS OF A/VY UT/UT/ES SHOWN ON �/�/����
<br /> OBJECTlON,4BLE MATERIAL. THE GRA�EL SHALL BE PLACED TO � ,,. � „- , ,-.� � �
<br /> GRASS SEEDING WILL BE ODNE USING AN A�PRO%D n/OROSEED�R OR AS OT��r?f//�c APPRD�cO BY THE CITY OF c �ERETT. THESE PLANS ARE BASED ON A SURI/EY BY Ol'HERS. THESE -
<br /> THE SPECIFIED DlME/�1SlONS. ANY ORAINAGE FACILITIES REQUIRED UTILITIES ARE SHOWN USING THE BEST lNF O� r70.
<br /> BECAUSE OF W/aSHING SHOULD BE CONSTRUCTED ACCORDING TO 3. PREPARA TION OF SURFA CE.• ALL ARcAS TO �c S��D�0 SHr",L� BE CUL 17%",T�D TO THE SA TISF,4 CTION OF TNE Cl TY INSPEC TOR. THIS MA Y BE A CCOMPLISHED B Y DISCING, ORMA TION A l�/-�ILABLE. I '
<br /> MANUFACTURER'S SPECIFICATIONS. CONSrRVCr�oN Ro�o SrABi�izA rioN RAKING, HARROWING OR OrHER ACCEPTABI_� �,fcANS. THE ACTUAL LOCATION A�ID DEPTH MAY DIFFER FROM THOSE
<br /> SHOWN. THE CQNTf?ACTOR SHALL HA I/E ALL EXISTING UTILITIES C
<br /> , 4. IMMEDIA TEL Y FOLL D�/lNG FlNISH GRAD/h/G, P�R�ifAM�I��T %FGETfi TION (CO/�!S/S71/�!G OF RAP/D, PcRSISTENT ANO LEGUME WlLL BE APPPLIED. MlNIJ U ,r`s8 . ..,,R - f " LOCA7'ED PRIOR TO STARTING ANY WORK. _
<br /> 5. MAINTENANCE.• HE �V L M l N PER C/T/ STD. PLN. 2oa ) ( ,,q� ..,�R At�CRE,1 Z'H(�' LS,�"O -� ; BC ��0��
<br /> r r i r � Y"` ��� � i�� � H ! .���
<br /> COND/T/ON WH/CH PREVENTS TRACK/NG OR FLOW OF MUD ONTO C.�s /NCLUDE THE FOLLON//�1G• 209 ANNUAL, PcRc%//V/A/_ OR r/%BR/D RYE GRASS, 40� CREEP/�lG RcD FESCUE, 409" WH/TE CLOI/ER. HYDROSEED REQU/ � '" " � �` __,I ����; '
<br /> PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE PERIODIC TOP - `- -� - �s�.-`- - `
<br /> ll � _
<br /> j�� �� (�Q�E�CALL l-800-553-4344). THE CONTRACTOR SH,4LL BE SHEEr N�.
<br /> „-� ( � `,�RESP�NSIBLE FOR �ERIFYING THE LOCATION (ON PUBLIC OR
<br /> DRESSING WITH TWO-INCH STONE, AS CONDITIONS DEMAND, AND /�/OT TO SCALE 5. FERTILIZER.• SHALL BE APPLIED AT 400' PcR �CR� pF 10-20-20 10 /_� ��R 1, 100 SQUARE FEET OR EQUI�ALENT. PER � � s ar�
<br /> REPAIR AND/OR CLEANDUT OF ANY STRUCTURES USED TO TRAP M ��;EP�lU,,4;TE•;PROPERTY�, DIMENSION, M,4 TERIAL AND DEPTH OF ALL
<br /> SEDlMENT. AL L M,4 TERIAL S SPIL L ED, DROPPED, W,4 SHEO OR �=�ik'�Tl.NG UTIL lTIES WHETHER SHOWN ON THESE PLANS OR N07"
<br /> DRAINAGc —
<br /> T'RACKED FROM l/EHICLES ONTD RDADW,4Y OR lIVTO STORM s oR � ,aNUA BY POTHD,LING THE UTILITIES AND SURI/EYING THE HORIZONTAL
<br /> DRAINS MUST BE REMOI/ED IMMEDI,4TELY. 2— .5 BMP E1.,�5 �$Puauc'NORKS?cRMITI �,���c���jCAL LOCATION PRlOR TO CONSTRUCTION
<br /> -�r��-�ar��� --�-� -:4 ��c�NY rONSr UCTIGi��o�� �-, ,
<br /> r'`"�`` ��� l� '� 'R°'��' � 28050500203100 OF3 SHEET"S
<br /> CONDI710i91�� Pc �„-.4� c .,-,ai r r ..
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