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PROP. SIDE
<br />CIVIL OWNER
<br />(Bmp } I
<br />SEWER I I , # OMEGA ENGINEERING, INC. RONALD MOIR
<br />u
<br />MIN. 2% SLOPE ) # EVE ST 9f3 3
<br />... ( _ JOSEPH SMEBY, PE 5302E DR
<br />(COE DOSS STD DWG 601 ) 2707 WETMORE AVE. RETT, WA . 20
<br />1#
<br />E
<br />E V GREY I p WA 98201
<br />i # EX. SFR EX. SFR 425.387.3820
<br />}EROSION & SEDIMENTATION CONTROL NOTE®
<br />l # #
<br />25 ! 25' #
<br />INGRESS, EGRESS 00398700301401 „ ' INGRESS, EGRESS 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE
<br />& UTILITY
<br />` ft & UTILITY -- AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF
<br />ESM'T ESM'T d ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).
<br />AF# 200307035001 # AF# 200307035001 # 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br /># } I REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
<br />APPLICANT/CONTRACTOR UNTIL IL ALL CONSTRUC TiON IS COMPLETED AND APPROVED AND
<br />VEGETATION/LANDSCAPING IS ESTABLISHED.
<br /># f 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
<br />i I PROP. 1„ FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
<br />I DISTURBANCE BEYOND THE. FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING
<br /># WATER SERVICE # SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF
<br />(DOE DCSS STIR DING 501) j CONSTRUCTION.
<br /># 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH
<br /># 10' # 10` ALL CLEARING AND GRADING ACTIVITIES, AND IN_. SUCH A MANNER AS TO ENSURE THAT
<br />PROP. 1" DOMESTIC # — , ; # SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br /># U I ILITY ESM T # UTII_{TY ESM I.; ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br />FIRE COMBO METER AF# 20030/0001 AF# 2000703001
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
<br />P
<br />(13D SPRINKLERS #
<br />ANTICIPATED SITE CONDITIONS: DUPING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES
<br />REQUIRED FOR SFR) SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
<br />} # S' ._ .IN, SEDIMENT AND SEDIMENT —LADEN WATER DO NOT LEAVE THE SITE.
<br />{
<br />._<:J t F .A,, r 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE
<br />f - — — ` — - - — — — — — a ®— — APPLICANT CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER
<br />,, � SiQRM EVENTS.
<br />_ __ _:, i ::r. ✓ l } ,'± 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM
<br />:fit _.. =Fr
<br />I. _ _ _.._ __..:..
<br />I _�..... _. .__._._. ,. _._,_...___.._ T HOURS FOLLO A MAJOR STORM j: -- � ,�.__. .i, .� �� _ --_-_ �'__� :;: _ J <,,�.......r�, ;_ OF ONCE A MONTH OR WITHIN THE 4.6 H0 WING MA STO EVENT
<br />f fi AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT. BE ALLOWED TO ACCUMULATE
<br />,. _, ... ..,.. .. ... ......... C _,.,. .. ,.._.. ........ ..
<br />p „ _.._...., ;_; _..,, M ___. WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND: CONVEYANCE. LINES SHALL BE
<br />ss
<br />CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN
<br />T f F;. ' WATER INTO THE DOWNSTREAM SYSTEM.
<br />' ;< . STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br />._ _._. __ ._...._. _.. _...__ ......_... __... . .r.,...... _........_. ____.._... ._. ._._... _ ._ w_ .. , .... _... ....,.. N
<br />_ CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
<br />MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
<br />— ` . F Z THE DURATION OF THE PROJECT.
<br />{ 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO. REMOVE DEBRIS AND
<br />1 SEDIMENT TRACKED OFF THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP. SEDIMENT FROM ENTERING SURFACE
<br />SITE PLAN swppp WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />12. BARE AND/CAR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR
<br />NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN
<br />7 DAYS FROM MAY 1 THROUGH SEPTEBER 30
<br />TOPSOIL/STOCK PILE NOTE:
<br />EXISTING SOIL & VEGETATION NOTE NOTE: PILES ARE TO BE COVERED W/ PLASTIC
<br />THE SOIL ANALYSIS FOR THIS PROJECT FOUND THE TOPOGRAPHIC CONTOURS ARE SHEETING WITHIN 24 HOURS I
<br />EXISTING SOILS TO BE LOAMY FINE SAND, BASED ON INFORMATION AVAILABLE ACCORDANCE WITH BMP C123.
<br />COMPACTED LOAMY FINE SAND, AND SANDY. LOAM, ON THE CITY OF EVERET T WEBSITE.
<br />WITH AN APPROX. DEPTH TO HARD PAN AT 34--48 CONTRACTOR TO INSTALL SILT FENCING
<br />INCHES. THE SITE IN THE AREA OF DISTURBANCE WHERE NECESSARY ALONG PERIMETER IF
<br />CURRENTLY CONSISTS OF LAWN. VEGETATIVE BUFFER DOES NOT PROVIDE
<br />ADEQUATE PROTECTION IN ACCORDANCE
<br />WITH BMP C102.
<br />TOTAL A - 0. 15 A
<br />° T L N
<br />0
<br />00
<br />m
<br />0 C) �: q N
<br />'
<br />LU
<br />.
<br />�2
<br />0
<br />Uj
<br /><
<br />W
<br /><
<br />I�
<br />L
<br />IL
<br />IMPERVIOUS AREA E�MMA SA LE � � e ® . . 9
<br />A on A A PRQJ. NO.
<br />CUT = 130 C,Y. SFR HEIGHT CALCS m 20-0 17 AKL
<br />FILL = 130 C.Y. X SILT FENCE PER COE STD DWG 214
<br />GRADING QUANTITIES ESTIMATED BASED m 00 I go CLEARING LIMITS PER BMPC103
<br />ON CURRENT SITE INFORMATION &
<br />Hf�I�I��N TFaL' ��ALE
<br />- 4&G DATE_: 12/2/20
<br />��INCT
<br />SCALE:
<br />ASSUMED EXCAVATIONS NECESSARY FUR what° below. OFF 2F
<br />AVM ELEV.� �, .1 ! 4 � 6�.�5
<br />PROPOSED. IMPROVEMENTS. 0 CB INLET PROTECTION MAX. BLDHT:= 366.2 ° + 2 ,0` = 3.25' Call two rID)RAWING NO.
<br />�I�I�S
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