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PEREZ SIP
<br /> SECTION 13, TOWNSHIP 28N , RANGE 4E, W. M . Z
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<br /> PERMANENT SEEDING EROSION & SEDIMENTATION CONTROL NOTES
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<br /> / \� PERMANENT COVER BMP (HYDROSEEDING GENERAL NOTES). w
<br /> 1. APPROVAL OF THIS EROS/ON/SEDIM£NTA770N CONTROL(ESC)PLAN DOES NOT O
<br /> 1. �\ 1. CONSTRUCTION ACCEPTANCE: WILL BE SUBJECT TO A CONS777UTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DES7GN(E..G. SIZE
<br /> 2.6'-J \ WELL ESTABLISHED GROUND COVER HAT FULFILLS THE AND LOCA 7701V OF ROADS; PIPES,RES7RICTORS, CHANNELS RETEN7/6N FACILITIES,
<br /> REQUIREMENT OF THE APPROVED CONSTRUCTION PLANS. UTILITIES). -
<br /> 2. ALL DISTURBED AREAS SUCH AS DETENTION FACILITIES, 2. THE IMPLEMENTA 770N OF 7NESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE, F
<br /> ROADWAY BACK-SLOPES, ETC. SHALL BE SEEDED WITH A REPLACEMENT, AND UPGRADING OF THESE ESC FACIL177ES/S THE RESPONSIBILITY OF
<br /> PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. THE APPL/CANT/CONTRACTOR UN77L ALL CONSTRUC7ON IS COMPLETED AND
<br /> / GRASS SEEDING WILL BE DONE USING AN APPROVED APPROVED, AND VEGEMnON%LANDSCAPING/S ESTABLISHED. u\. a a HYDROSEEDER OR AS OTHERWISE APPROVED BY THE CITY
<br /> C OF EVERETT. 3 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON 7N/S PLAN SHALL BE
<br /> CLEARLY FLAGGED/N THE F7£LD PRIOR TO CONSTRUCRON. DURING THE
<br /> ! \ 3. PREPARATION OF SURFACE: ALL AREAS TO BE
<br /> SEEDED SHALL BE CULTIVATED TO HE SATISFACTION OF - SHALL BE PER PERIOD, E RAGGING
<br /> SHALL
<br /> BEYOND THE FLAGGED CLEARING UM/7S y \
<br /> SHALL BE PERMITTED. THE FLAGGING SHALL BE MAlNTAINFO BY THE a4 r "'''•;'t7� �'
<br /> co CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY APPLICANT/CONTRACTOR FOR THE DURA 77ON OF CONSTRUC770N. `+ 5:
<br /> j f x2 DISCING, RAKING, HARROWING OR OTHER ACCEPTABLE :2
<br /> MEANS. 4. THE ESC FACIL177ES SHOWN ON THIS PLAN MUST BE CONS7RUC7ED/N CON✓UNCTON 'b
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<br /> \ W17H ALL CLEARING AND GRADING ACTINRES, AND IN SUCH A MANNER AS TO N
<br /> 4. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE "5S0 f�,'
<br /> { gOy s^xa VEGETATION (CONSISTING OF RAPID, PERSISTENT AND SYSTEM, ROADWAYS, OR KOLA 7E APPLICABLE WATER QUALITY STANDARDS
<br /> .LEGUME) WILL BE APPPLIED. (MINIMUM 80#PER ACRE).
<br /> INSTALL SILT FENCE - THIS IS TO INCLUDE THE FOLLOWING: 20%ANNUAL, 5. THE ESC FACIL/RES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
<br /> T 1 / COE STD. DET. 214 PERENNIAL OR HYBRID RYE GRASS, 40%CREEPING RED AN77CIPATED S17E COND177ONS DURING THE CONSTRUCRON PER/OD, THESE ESC
<br /> O / g BMP C233 FESCUE, 40%WHITE CLOVER. HYDROSEED REQUIRED. - FACIL177ES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
<br /> / \ TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE S77E.
<br /> 5. FERTILIZER: SHALL BE APPLIED AT 400#PER ACRE
<br /> .f PROTECT BIORETENTION AREAS \ OF 10-20-20 (10 LB. PER 1,100 SQUARE FEET) OR 6. THE ESC FACIL177ES SHALL BE-INSPECTED ROUTINELY AND MAINTAINED BY THE
<br /> FROM COMPACTION USING EQUIVALENT. - APPLICANT/CONTRACTOR TO ENSURE 7H£lR CCNRNUED FUNCRONING, ESPECIALLY
<br /> HIGH VISIBILITY FENCE (TYP.) AFTER STORM EVENTS
<br /> s°•7 7` z, (BMP C103)
<br /> `b 7. THE ESC FACIL177ES ON INACRVE S17ES SHALL BE INSPECTED AND MAINTAINED A
<br /> MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM
<br /> CONSTRUCTION SEQUENCE EVENT
<br /> B. AT NO 77ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
<br /> s` \�-_�,/ \� `Sg$` � � 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR ACCUMULATE WITH/N A.7RAPP£D CATCH BASIN. ALL CATCH BASINS AND
<br /> SHALL SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA NNG. THE CLEANING OPERA 77ON
<br /> CONFERENCE WITH THE CITY OF EVERETT INSPECTOR. (SEE SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNS7REAM SYSTEM.
<br /> PERMIT FOR INSPECTION SCHEDULING INSTRUCTIONS.) V J
<br /> sX.55uMN�584.74 9. STABILIZED CONS7RUC770N ENTRANCES SHALL BE INSTALLED AT 77-1£BEG/NN/NC OF
<br /> �T rT zr IE 57S63 NtW-Pa C) 2. INSTALL ORANGE PLASTIC CLEARING LIMIT FENCING AS CON57RUC77ON AND MAlNTAINFO FOR THE DURA770N OF THE PROJECT.ADDIRONAL
<br /> \ aG 1 t£57 76TNWB°P✓C) INDICATED. MEASURES MAYBE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
<br /> 9 za FOUND 7"z5' i NON \ ?E S75 S4/SE6""YC% FOR THE DURA77ON OF THE PROJECT. _
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<br /> zo' ~✓ .� v,aC ROWVN 0.3' ., / 3. INSTALL ALL SILT FENCE AND INLET PROTECTION. - -
<br /> " W.VT©±r-.R-202r / 10. THE CONTRAC7R SHALL PROVIDE PER/ODIC STREET CLEANING TO REMOVE DEBRIS
<br /> -I - A. /rl- /11 f~~ // - 4. CLEAR FOR AND CONSTRUCT THE TEMPORARY CONSTRUCTION -AND SEDIMENT TRACKED OFF THE SITE.
<br /> ACCESS. _
<br /> Se _ 1 � 1 11. APPROPRIA 7E MEASURES SHALL BE TAKEN 70 STOP SEDIMENT FROM ENTERING a W
<br /> CLEARING LIMITS ( z+ 17°n / 15' ESM'T / SURFACE WATER BODIES!F THE PROPOSED BURS FAIL./F BMPS FAIL AND W o''.
<br /> / '�-.._f/ 5. REMOVE EXISTING STRUCTURES, CLEAR, GRUB, AND GRADE FOR >N m a
<br /> MARK W/ORANGE j � 1 1 TO MWWD / ��ssMx=5a4 t9 i j UTILITY CORRIDORS. SEDIMENT-LADEN WATER/S CEA NNG THE S/7E, IMMEDIATELY NOTIFY-YOUR PUBLIC Q m v
<br /> AF#202110060383 & / WORKS INSPECTOR. - W M of
<br /> FLAGGING (53,661 SF) /_-588-- za1 �,y I 20220303157 / re 71.4s(Wa twc) / - Q o u�
<br /> BMP C103 // \ 3R• p.5'• rf 57s 33(Nf6 Fvc, 6. MAINTAIN EXISTING PERIMETER VEGETATION AND ADD 0 �!
<br /> .o. ADDITIONAL ROW OF SILT FENCING WHERE NECESSARY. 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTAB/L/ZED FW--N N
<br /> I C ' / FOR NO MORE THAN 2 DAYS FROM OCTOBER I THROUGH APRIL 30, AND FOR NO F-d'V
<br /> / I 7. CONSTRUCT UTILITIES, AND CURB AND GUTTER PER APPROVED _- MORE THAN 7 DAYS FROM MAY 1 THROUGH SEP7EMBER 30. W
<br /> y/1 ,, ,�sl /// /// , �r / DESIGN PLANS. w
<br /> ,�y- - 13. N077FY THE CITY PUBLIC WORKS INSPEC70R AT LEAST 24 HOURS PR/OR TO o W
<br /> 2.8' // _ r � tT // / / 8. APPLY MULCH TO UNCOVERED AREAS IN ACCORDANCE WITH DEWA7ERING ACRN77ES HANDLE HIGHLY TURBID OR 07HERINSE CONTAMINATED �I
<br /> l,--586-_ THE MULCH DETAIL HIS SHEET. DEWA IER/NG WATER SEPARA 7EZY FROM STORMWATER.
<br /> j // - 141.4 STOCK�.II,E //Q1� / 9. EXCAVATE TO SUBGRADE OF PERMEABLE ASPHALT SECTION 14. THE APPROVED PROTECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON
<br /> 1--3"r iX, =5 x r..- -gO / / Q / / - AND INSTALL PERMEABLE ASPHALT PER NOTE ON SHEET 3 OF S77E OR READILY AVAILABLE TO THE CON7RACR7R THROUGHOUT THE DURA770N OF Q
<br /> //JkIN T -- _ I BMP 1Y220yy 6. THE CON57RUC710N PROJECT.
<br /> f TOPSOIL
<br /> SgE NOTE fI /J^ $ �/ ,Q 6'O. 10. INSTALL SILT FENCE AT BACK OF CURB ALONG FRONTAGE TO 15. DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECPVE POLLU770N PREVEN770N 111
<br /> % PROTECT PERMEABLE ASPHALT. MEASURES TO MINIMIZE THE DISCHARGE OF POLLUTANTS W W
<br /> 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS Ul
<br /> 16. .PR07FCT ALL LID BMPS FROM SED/MEN7A 77ON THROUGH/NSTALLA 770N AND Z
<br /> MUST BE STABILIZED IN ACCORDANCE WITH THESE PLANS AND MA/N7£NANCE OF ER05YON AND SEDIMENT CONTROL BMPS ON POR770NS OF.THE ca)
<br /> APPLICABLE BMP'S REMOVED. 57IF THAT DRAIN INTO 77-IE LID BMPS. O Z
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<br /> �-W t7 12 r EX C3 r 563.71 -
<br /> 20'WATER EASEMENT l.'rr CB INLET Z
<br /> AND VACATED 967H STREET SW EX. COE 12" CONST. ENT. O / / PROTECTION
<br /> AFN 9603070450 D.I. WATER MAIN COE STD. DET. 201 /� - - COE STD. DET. 210
<br /> BMP 6105 BMP C123 (TYP.) M Z Z
<br /> EX.;a-n // =Ssos3sW2 :. ♦/�
<br /> SE=sar.5c�(s2„uN�) $ E, / - V J r' 3 „5
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<br /> fax"ca 71 58J1<� � ,' /. MULCH W N F p Z
<br /> if=Saoc6{NEt2Dtj PER CITY OF EVERETT STORM WATER W O
<br /> ,E-S807k(3WY72`IN) �/�// W Q
<br /> /- - MANUAL 2-2.2 BMP ElA5 APPLICATION: MULCH.MAY BE APPLIED: ON 1y \ to m
<br /> PER SWMMWW DISTURBED SURFACES THAT WILL REMAIN / W LL 2
<br /> EX. BMP C121 UNWORKED FOR MORE THAN 7 DAYS (2 DAYS IN W w W 0
<br /> FH THE WET SEASON). ON DISTURBED AREAS THAT 0- IL p O
<br /> APPLICATION RATES AND QUALITY STANDARDS FOR MULCH MATERIALS NEED COVER MEASURES FOR LESS THAN 30 DAYS. 0
<br /> G / N AS A COVER FOR SEED DURING THE WET SEASON } a
<br /> MULCH MATERIALS QUALITY PRODUCTS APPLICATION RATES AND DURING THE HOT SUMMER MONTHS. DURING F- 0
<br /> THE WET AIL STEEPER HAN SEASON,
<br /> WITH MORE THAN E10 FEET 0
<br /> STRAW AIR-DRIED; FREE FROM UNDESIRABLE 2"-3" THICK; OF VERTICAL RELIEF.
<br /> CLEARING LIMITS SEED AND COARSE MATERIAL 5 BALES PER 1000 SF
<br /> OR 2-3 TONS PER ACRE MAINTENANCE: MULCH MUST BE INSPECTED
<br /> GRADING QUANTITIES: -x- SILT FENCE e REGULARLY AND MORE MULCH ADDED AS
<br /> TOPSOIL STOCKPILE NOTE: WOOD FIBER CELLULOSE NO GROWTH INHIBITING FACTORS -APPROX. 35-45 LBS NEEDED TO MAINTAIN THE SUGGESTED
<br /> CUT= 1,000 C.Y. / INLET PROTECTION APPLICATION RATE.. ALL RIPS OR TEARS IN -22-0104 �. EJT
<br /> FILL =-1,200 C.Y. PILES ARE TO BE COVERED W/PLASTIC O - PER 1000 SF, OR
<br /> SHEETING WITHIN ENTRANCE IN 24 HOURS. - 1500-2000.LBS PER ACRE PLASTIC SHEETING SHALL BE REPAIRED. ,E
<br /> SHEETING SHALL BE CHECKED TO ENSURE IT IS 8111l2022
<br /> GRADING QUANTITIES CALCULATED ® - KDOW what's below.
<br /> USING AUTOCAD GRID SUBTRACTION CONTRACTOR TO INSTALL SILT FENCING COMPOST NO VISIBLE WATER OR DUST DURING 2" THICK, MIN.; APPROX. 100 PROPERLY OVERLAPPED AND WEIGHTED IN
<br /> METHOD COMPARING EXISTING GRADE WHERE NECESSARY ALONG PERIMETER IF 0 30 =0 Call two business HANDLING. MUST BE PURCHASED TONS PER ACRE APPROX. 750 PLACE; SHEETING SHALL BE RE-LAPPED AND V.=30'
<br /> VEGETATIVE BUFFER DOES NOT PROVIDE TREE TO.BE REMOVED III�� WEIGHTS REPLACED AS NEEDED.
<br /> TO FINISHED GRADE. HORIZONTALS SCALE days before you dig. FROM SUPPLIER WITH SOLID WASTE LBS PER CUBIC YARD) w,
<br /> ADEQUATE PROTECTION. HANDLING PERMIT �2
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