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r111llWL_�Jl.� _ __ _. _ - - _ � _.� __�__ -- — , � �.,_--- --T -- - - _ <br /> ` <br /> CALL 48 HOURS LL <br /> BEFORE YOU DIG <br /> 811 SECTION 34 TO�/VNSH I P 29N , RANGE 4E , �N . M � GRATE Z <br /> � EXCESS FLAP /S TRIMMED p <br /> � CA TCH BASIN� a <br /> I � <br /> U <br /> � � �� �, I I ,:� : .-, � � :�, I I u� <br /> �' _ _ _ _ _ _ _ _ _ � ' �� ��III � III�� w <br /> � , <br /> _ ; :. , o <br /> `_ _ _ - - - - - - - ! ' illl � . . IIIII <br /> _ _ _ , .� �3,� . , <br /> I _ �� :: : 111= <br /> ; <br /> _ _� . ' <br /> ' '� GEOTEXTILE FLAP PINCHES - <br /> -- — — _ �__ _ ! <br /> . R��� , I " BETWEEN THE GRATE AND I I I :; . - .. I I II� W <br /> -- - <br /> -. -- <br /> _..__� _ <br /> — — - %'� THE CATCH BASIIV LEDGE -III III- <br /> _ _ .,.. <br /> , <br /> � X - e �'�'r ' ' TO P S 01 L '; ; TO SUPPORT THE IiVSERT. �� I I 0 <br /> � -.,�� . . . : W <br /> a,,, -, SEE' NOTE <br /> . <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 �- <br /> a ' <br /> � .360-563-6709 FAX.• 360-563-5790 gY �l �, . <br /> ; , --a.., <br /> ��, ... <br /> ....�.,� ,�. <br /> � w_ , . � '' . <br /> � . <br /> x ��, :o� . <br /> o �j i�� <br /> 0 <br /> � � : Z lNL E T PRO TEC TlOIV � � ��, ��� � <br /> X � .,� ,...._ .. .I � �:1r1S �!'.: � <br /> .; �,-,_`_ .�� <br /> SILT FENCE Nor ro sc,acE o� ••., <br /> I <br /> . <br /> So.....�� <br /> , � � <br /> (TYP.) ; �v.����� airc�r� �`� .� F <br /> I �4" CEDAR 7'REES'' ,Ftp <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 <br /> --_ ,, _. .+—` l _i% " '_- _" � <br /> ----- - -�- -r; - ' O Y RlD <br /> - _ ;� _=_ - t� _. • <br /> , ._1 ,.., . .�6_ -- _ . <br /> � __._G--t,A.`J".._.'"_ ..'.._:^ � - '__..., �,,,. __._.. . .._ . — \ A� .._.... _ .... . <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 <br /> __ __ - -_ ._ _ - - � , -, <br /> _ � " <br /> _.� _ . <br /> I ;, - _� ,-.- -- -=- ----- "._- .__ _ --_. . - � � j E U Q � c'� � <br /> - - _.._ <br /> __. _-_- <br /> -- � <br /> b+ ly� - �" s � Q 00 Lf� <br /> . ,. ;.0 � k.r i <br /> S 18� 'y CB 1 NtE T ,-, �' � 5. FEf2 Tl IZER: SN L BE PPLIED A T 400# PER � M N <br /> ___ 1 _ ' <br /> _ _. <br /> � PROTECTION ' � -� <br /> - - <br /> I r r ,,, __ _ _ _. . _- _ _ - - 0 LB. PER , 00 Q ARE <br /> ti.----- ---- - - <br /> - -_ � <br /> _ _ � _ -_...---- <br /> - �-^� }. . <br /> _, _ A CRE OF 10 20 20 1 1 1 S U � � <br /> (TYP. � __._ ._ --_� - _ � _ <br /> ' � FEET) OR EQUI�ALEIVT. � � � � <br /> � � ~ a... ,� <br /> ._, � --_ <br /> E - ,, , -- <br /> _AV ._ , _ - - � � � <br /> _ __ _ <br /> . � <br /> __ � <br /> LAN� -= � � , , <br /> P _ � <br /> �� V �� — � I ``� PERM�I IVEN T SEEDIIV G o > <br /> - �� — — — � w <br /> _ _ <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 />