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<br /> CALL 48 HOURS LL
<br /> BEFORE YOU DIG
<br /> 811 SECTION 34 TO�/VNSH I P 29N , RANGE 4E , �N . M � GRATE Z
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<br /> ' '� GEOTEXTILE FLAP PINCHES -
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<br /> . R��� , I " BETWEEN THE GRATE AND I I I :; . - .. I I II� W
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<br /> — — - %'� THE CATCH BASIIV LEDGE -III III-
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<br /> � X - e �'�'r ' ' TO P S 01 L '; ; TO SUPPORT THE IiVSERT. �� I I 0
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<br /> /�' > "GULL YW,4SHER" UNI�ERSAL GEOTEXTILE � a a a a a a
<br /> I X S IFR OF 5 '�
<br /> ��,�R �Fe; STOCKPILE CONSTRUCTION CATCH B,4SlN INSERT OR APPRO�ED EQUAL
<br /> I � y SEE NOTE ENTRANCE I a COIVTACT PRICE-MOON ENTERPRISES, lNC �-
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<br /> � .360-563-6709 FAX.• 360-563-5790 gY �l �, .
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<br /> SILT FENCE Nor ro sc,acE o� ••.,
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<br /> LIMITS OF
<br /> C L E A R I N G M A R K X � `�, ', , � PERMA/VEN T CO l/ER BMP (H YDROSEEDING GEIVERAL
<br /> � WITH ORANGE `�- _ _ _ _ : _ _ _ _ _
<br /> _._ , �
<br /> FLAGGING df �.� �„; _ �; ,` NOTES
<br /> I 1. CONSTRUCl/ON ACCEPTANCE.� W/LL BE
<br /> SUB✓ECT TO A WELL ESTABLISHED GROUND CO l/ER
<br /> I THA T FULFILLS THE REQUIREMENT OF THE
<br /> I APPRO�ED CONSTRUCTlOIV PLANS
<br /> x I ;
<br /> I , 2. ALL DISTURBED AREAS SUCH AS DETENTIOIV �
<br /> I ' FA ClL l TIES, ROAD W,4 Y BA CK-SL OPES, ETC. SHALL
<br /> I X ' �� � BE SEEDED WITH A PEREN/VIAL GROUND CO l/ER �
<br /> ' GRASS TO MlNIMIZE EROS/ON. GRASS SEEDING WILL �
<br /> I } BE DONE USING AlV APPROI/ED HYDROSEEDER OR
<br /> A S 0 THERWISE APPRO l/ED B Y THE CITY OF
<br /> X . E�ERETT. �
<br /> I ��. CONSTRUCTION
<br /> - ENTRANCE 3. PREPARATION OF SURFACE.• ALL AREAS TO �
<br /> I _ BE SEEDED SHALL BE CUL Tl VA TED TO THE
<br /> X SA TISFA CTION OF THE CITY INSPECTOR. THIS MA Y
<br /> I � i BE A CCOMPL ISHED B Y DISCING, RAKING,
<br /> ,� I ! HARROWING OR OTHER ACCEPTABLE MEANS.
<br /> X 'y - ' .-'� :
<br /> I ' � 4. IMMEDIA TEL Y FOLLOWING FlNISH GRADING,
<br /> � , � �� ,��� � � ;
<br /> . . PERMANENT l/EGETA TION (CONSISTING OF RAPID,
<br /> _
<br /> '_ ',�----��5---- _�a�..
<br /> �_ _.-_,�,.< � � PERSISTENT AND LEGUME) WILL BE APPPLIED.
<br /> �— �— .. . f; �__._�G�A=-_=_. - f
<br /> . ;; . _ - ---- � (MlIVIMUM 80# PER A CRE). THIS lS TO INCL UDE THE
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<br /> �
<br /> _ � LL lN • o ANNUAL, PERENNIAL R H B . � o �
<br /> -- ���-_—_-�-- - =
<br /> - -- -- - I R YE GRASS, 409' CREEPING RED FESCUE, 409' j N � �
<br /> _ _ _
<br /> :f .r _ _ ._ , __-_-- _,; _ _ __ __ F WHl TE CL O�ER. H YDROSEED R Q IRED
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<br /> S 18� 'y CB 1 NtE T ,-, �' � 5. FEf2 Tl IZER: SN L BE PPLIED A T 400# PER � M N
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<br /> � PROTECTION ' � -�
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<br /> I r r ,,, __ _ _ _. . _- _ _ - - 0 LB. PER , 00 Q ARE
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<br /> _, _ A CRE OF 10 20 20 1 1 1 S U � �
<br /> (TYP. � __._ ._ --_� - _ � _
<br /> ' � FEET) OR EQUI�ALEIVT. � � � �
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<br /> __� N i �`� � PER C/TY OF EYERETT �y
<br /> � ' STORM WATER MANUAL
<br /> � ". � � � � 2-3.5 BMP E7.35
<br /> , � � �
<br /> �� � � � Q Z
<br /> e APPLICA TION RA TES AND QUALITY STANDAROS FOR MULCH MA TERIALS � C�
<br /> FILTER FABRIC MATERIAL lN CONTINUOUS Z
<br /> ROLLS. USE STAPLES OR WIRE R/NGS MULCH MA TERIALS QUALITY PRODUCTS APPLICA TION RA TES W W
<br /> T O A T T A C H W I R E. -�� S A T 6' OC � W
<br /> �EE � �� STRAW AlR-ORIED; FREE FROM UNDESIRABLE 2"-,3" THICK,• Z
<br /> � rr�RE �.�ESy SUPPORT FENCE -
<br /> �` - _�R �_T FILM FABRICS. SEED AIVD COARSE MA TERIAL 2-3 BALES PER 1000 SF
<br /> OR 2-3 TONS PER ACRE O �
<br /> STAPLES OR W/RE ,�_.� 0 20 40 Z
<br /> W
<br /> RINGS (7YPlCAL� i ✓,' �� �ABRIC OR EQUAL IIIII
<br /> �'�� HORIZONTAL SCALE WOOD FIBER CELLULOSE NO GROWTH lNHIBITING FACTORS APPROX. 25-30 LBS
<br /> PER 1000 SF, OR
<br /> 1000->500 LBS PER ACRE
<br /> $��� � o���° �°� � ��A°�� CONS TRUC TION SEQUENCE_
<br /> �� ` � \\�/ \ � ���� COMPOST lVO l/lSIBLE WATER OR DUST DURING 2" THICK, M/N.; (APPROX. 100 a
<br /> FILTER FABRIC MATERl,4L 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL HANOLING. MUST BE PURCHASED TONS PER ACRE APPROX. 800 -- --�--- � � �
<br /> » » SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE FROM SUPPLIER WITH SOLID W,4STE LBS PER YARD �"' � � �'�¢ }` -�'� �' `�� '�� "�
<br /> 2X2X14 GA W.W.F. �0„ ) ��`�E� ; ���� �. � �� � A . -: � � � �
<br /> � CITY OF EVERETT INSPECTOR. CITY OF EVERETT PLANNING SHALL BE �� �' ����� �" �
<br /> � HAIVOLING PERMIT � � � � � U
<br /> 12" - 1 1/2" W4SHE0 � 4, INCLUDED W THE MEETING.) This Record Drati°ding has been prepared, in part, based � � �
<br /> ROCK OR PEA GRAI/EL on "As-Built"infc�rmation pravided 'ay others.Though � � C� M W �
<br /> � N O T E S: 2. INSTALL ORANGE PLASTIC CLEARING LIMIT FENCING AS INDICATED. the as-bu� informatior ar�d this draevingare based on � r ,d. �
<br /> A P P L I C A T/0/V.• the be a ilab:Q inforrr�ation, o resum tion should N Z w
<br /> � 1. PLACE 1 ' OF 3/4" - ' 1/2" WASHED ROCK OR PEA be d e � P p � p w �
<br /> ��\\///� o GRAI/EL ON BOTH SIDES OF THE FENCE TO CREATE A 3. I N S T A L L A L L S I L T F E N C E A N D I N L E T P R O T E C T I O N. g r a,n g t i s a c c u r a c y. � � � �= Z O
<br /> � /� M U L C H M A Y B E A P P L I E D:
<br /> � BEI�EL SHAPE. AR FOR AND CONSTRUCT THE TEMPORARY CONSTRUCTION ACCESS ON DISTURBED SURFACES TH,4T WILL REMAIN UIVWORKED FOR MORE THAN 7 DAYS � ---� - � �'` 2`�� ` � ( }; w w
<br /> � „ 4. CLE �� i;ne By Date J � +' � ��
<br /> STABILIZATION TO GRADE. (2 DAYS lN THE WET SEASON). �A � � N
<br /> ,. �, 30 „ „ � � �
<br /> 12 x 8 TRENCH �� 2. FABRIC SHALL CO VER BG lTOM OF 12 X8 TRENCH � �, �=�;���,� O � O � Q
<br /> �' AND EXTEND BEYOND rHE LlMITS OF THE GRAI/EL lN ON DISTURBED AREAS THAT NEED COl/ER MEASURES FOR LESS THAN 30 DAYS. � Permit inspector �
<br /> „ 5. C L E A R, GR U B, AND GRADE FOR UTILITY CORRIDORS. ��9 r r i n t N�m� � ;;'�� W Z
<br /> ORDER TO MA/NTA/N AN EX.;ESS OI/ERLAP OF 2 MlNIMUM AS A CO�ER FOR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS. �y.� ��-�r� :u 6-:- - -- � � Z
<br /> AS SHOWN. 6. MAINTAIN EXISTING PERIMETER VEGETATION AND ADD l�DDITIONAL ROW �y� ��� �^ � �
<br /> OF SILT FENCING WHERE NECESSARY. DURIIVG THE WET SEASOIV, ON DISTURBED SLOPES STEEPER THAN 3H:1 V V J � N
<br /> 3. SPOIL PILES FROM AD✓,4CENT UTILITY CONSTRUCTION WITH MORE THAN 10 FEET OF l/ERTICAL RELIEF.
<br /> SHALL NOT BE PLACED AGAINST S/LT FENCE. �
<br /> 7. CONSTRUCT UTILITIES, PAVING & DRIVEWAY CUTS PER APPROVED
<br /> MA/NTE/V,4NCE OF S/LTAT/ON BARR/ERS DESIGN PLANS. MAINTEN,4NCE.•
<br /> SILTATION BARRIERS SHALL BE /NSPECTED /MMEDIATELY AFTER EACH RA/NFALL ,�ND AT LEAST 8. APPLY MULCH TO UNCOVERED AREAS IN ACCORDANCE WITH THE MULCH MUST BE INSPECTED REGULARLY AND MORE MULCH ADDED AS NEEDED TO �'LAN APPROVED
<br /> DAILY DURING PROLONGED RA/NFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF MULCH DETAIL THIS SHEET. MAINTAIIV THE SUGGESTED APPLICATION RATE. ALL RIPS OR TEARS /N PLAST/C SHEETING
<br /> DAMAGED FENCE, END RUNS, AND UNDERCUTT/NG BENEATH FENCE. NECESS�RY REPAIRS TO SH,4LL BE REP,4/RED. SHEETING SH,4LL BE CHECKED TO E/VSUF�E /T /S PROPERL Y EVERETT PROJ.NO. DSN.BY:
<br /> BARR/ERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPL/SHED PROMPTLY. SEDIMENT 10. UPON CO�v1PLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE O�ERLAPPED AND WEIGHTED lN PLACE,• SHEETING SH,4LL BE RE-LAPPED AIVD WE/GHTS 14-0108 JRC
<br /> DEPOSITS SHOULD BE REM01/ED AFTER EACH RA/NFALL. THEY MUST BE REMO�ED WHEN THE STABILIZED IN ACCORDANCE WITH THESE PLANS AND APPLICABLE BMP'S REPLACED AS NEEDED. Pueuc sERvicEs A
<br /> LE�EL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE NE/GNT OF rHE B,4RR�ER. ANY REMOVED.
<br /> SEDIMENT DEPOSITS REMAI/VlIVG /N PLACE AFTER rHE FENCE BARR/ER lS NO LONGER REQU/RED / PUBLIC WORKS �� � 11/23/15
<br /> SHALL BE REMOI/ED AND REPLACED WITH S00. MV L CH UTILITIES DRAINAGE DEPARTMENT
<br /> SCALE:
<br /> A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO �" = 2O'
<br /> PER C/TY OF EYERETT STARTING ANY CONSTRUCTION ON THIS
<br /> SlL / F�/ V C� STORM WATER MANUAL DRAW WG NO.
<br /> 2-2.2 BMP E1.15 PROJECT. APPROVAL FOR THIS PROJECT
<br /> CITY ENGINEER IS CONDITIQNAL PER CURRENT STANDARDS
<br /> PER C/TY STD. PLN. 205A oF
<br /> NOT TO SCALE UNL
<br /> FOR CONSTRUCTION HAS BEEN ISSUED.
<br />
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