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<br />..EC:T10N TOWNSHIP 28N, ' 0
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<br />• �� 1fiISTALL "SPLT -PER
<br />FENCE w. _....
<br />_____ ____ . �. . _
<br />____: . — . — . � (BMP C233) �
<br />- ±85 � . ____. �: _ EX. FLOW _, _ � _____ ____ - ITS �
<br />EX. FLOW S
<br />ARROW
<br />ARROW_ ro�
<br />(TYP.) (TYP.)
<br />C14
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<br />003 8700301301 ROOF OVERHANGLIMITS OF CLEARING
<br />�
<br />00398700 01402
<br />ARK W/ ORANGE I . --^-- 9
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<br />c 7r 111FLAGGING (6,458 SF)
<br />0�
<br />w� � 58 0�1'D `
<br />r �,� 003700301500 s
<br />-H DECK r
<br />l PROP. SFR �
<br />_j�i
<br />(2,102 SF) I x
<br />'u All
<br />I.§ 1. .• ti ®® _•�3�a COV !
<br />D PORCH
<br />PROP. CONCRETE D/W �' SCALE: 1" = 2,000'
<br />_ STOCKPILE
<br />(1,211 SF)° : SEE Num
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<br />'iT
<br />OPSOIL
<br />SEE NO
<br />LEGAL DESCRIPTION
<br />�44 i p f
<br />. 1 SECTION 8 TOWNSHIP 28 RANGE 5 QUARTER NW BUENA VISTA
<br />. _ F HOME TRACTS LK 003 D -02 LET 2 OF CITY OF EVE
<br />±85 I .•�� r- I RE AF 00307035001 BEING A PTN OFLOT
<br />SS1202-011 -00 C 2
<br />14 EXST PLAT
<br />' = EX: EX.SITE DATA
<br />BLDG. EVERETT, A 8
<br />BLDG. SITE ADDRESS: 2325 75TH ST SE EVE F T W 9 203
<br />{{ TAX ACCOUNT NO.: 00398700301402
<br />GROSS SITE AREA: 0.15 ACRES
<br />EX1,VE[11
<br />—
<br />Ex
<br />ZONING: R-°-1
<br />NTa ANT. � CIVIL
<br />PROP. SIDE
<br />OMEGA ENGINEERING, INC.
<br />SEWER RONALD MOIR
<br />' JOSEPH SMEBY, PE 5302 EST DR.
<br />2707 WETMORE AVE. EVERETT, WA 98203
<br />MIN., 2% SLOPE
<br />f .w.,�
<br />(COE DCSS STD DWG 601) _ - f; f EVERETT, WA 98201
<br />f EX. SFR EX SF R F:420598i 9058
<br />✓, >;
<br />EROSION & SEDIMENTATION CONTROL NOTE
<br />w
<br />2 spy' .. -
<br />A1J f25' I
<br />0039870301401 INGRESS �,
<br />INGRESS, EGRESS I e , EGRESS 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE j
<br />r'z UTILITY _ AN APPROVAL OF PERMANENT R®AQ OR DRAINAGE DESIGN {E.�. S1ZE AND LOCATION OF
<br />& UTILITY CHANNELS r
<br />LOADS, PIPES, RESTRICTORS,
<br />ESM T �I / ESM'T f 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, AF 200307035001
<br />AFC 200307035001 /f I ` REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE I
<br />APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND > cq co _
<br />VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY L
<br />' FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO c'!
<br />DROP. 1" ' 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 DOSS STD DWG 501) /
<br />CONSTRUCTION. W LLJ 4- °°
<br />` I 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH
<br />UJ
<br />10' 1� C 10° ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT
<br />I f I SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br />1 ',
<br />PROP. 1 T
<br />DOMESTIC UTILITY ESM ' f I UTILITY ESM! T
<br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br />C
<br />FIRE COMBO METER I AF 200307035001
<br />' ( � / AFC 20C?,a070.�5001 j 5. 'CHI ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
<br />(13D SPRINKLERS �_ APPR0X. L0 j w f,`M ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES
<br />,REQUIRED FOR SFR) {_` ( SEWER � A1I °`
<br />SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
<br />r I SEDIMENT AND SEDIMENT --LADEN WATER DO NOT LEAVE THE SITE.
<br />APPROX. . � � � .,AP 0 1" I ,�.� C: THE .ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER
<br />STORM EVENTS. r _.__._. , ; g: ,`„ } ' 7. THE ESC. FACILITIES ON INACTIVE SITES SHAD: BE INSPECTED AND MAINTAINED A MINIMUM
<br />�� � ``'� �-----;� I° `� `. OF ONCE A MONTH OR �'J1T�tiN -THE 4� HOURS, FOLLOWING A MAJOR STORM
<br />� ,• � RM EVENT.
<br />r ! M... 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
<br />J_. _ . , . _
<br />/ _,. _._ _.._ "..> _ WITHIN A TRAI PED CATCH BASW. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
<br />S
<br />' CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN
<br />f75TH ST S ^fo�°� w 0 75TH ST SE `::' WATER INTO THE DOWNSTREAM SYSTEM. r
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br />___ . M .___. �__ __ _____._ _ __ �_ i
<br />f CONSTRUCTION AND MAINTAINED FOR Tric .DURATION OF THE :PROJECT. ADDITIONAL
<br />MEASURES MAY B REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
<br />�z _ ; M Y E Q L A E
<br />. . . . . . _ _ _ _ _ THE DURATION OF THE PROJECT.
<br />f 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND
<br />r SEDIMENT TRACKED OFF THE SITE.
<br />SITE PLAN wppp,11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE
<br />WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTADILIZED 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 SEPTEMBER 30.
<br />TOPSOIL/STOCK PILE MOTE:
<br />EXISTING SOIL & VEGETATION NOTE: NOTE: PILES ARE TO BE COVERED Wj PLASTIC
<br />THE SOIL ANALYSIS FOR THIS PROJECT FOUND THE TOPOGRAPHIC CONT(URS ARE SHEETING WITHIN 24 HOURS IN �
<br />EXISTING SOILS TO BE LOAMY FINE SAND, BASED ON INFORMAION AVAILABLE ACCORDANrE WITH BMA C123.
<br />COMPACTED LOAMY FINE SAND, AND SANDY LOAM, ON THE CITY OF EVfRETT WE BSITE.
<br />WITH AN APPROX. DEPTH TO HARD PAN AT 34-48 CONTRACTOR TO INSTALL SILT FENCING W �
<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 U.
<br />WITH IMP C102. 0 p
<br />h �
<br />TOTAL AREA - 0.15 A .
<br />- GA�IN� �UANTITIE�. :
<br />PROJ. NO. DSN. BY:
<br />CUT = 130 C.Y. SFR HEIGHT CAL CS
<br />FILL = 130 C.Y. SILT FENCE PER COE STD DWG 214
<br />GRADING QUANTITIES ESTIM,\TED BASED !MW IM CLEARING LIMITS PER. BMPC103
<br />ON CURRENT SITE INFORMATION &
<br />,- rq h -
<br />20-0817 AL
<br />1I2I20
<br />AWING INDEX
<br />xT
<br />9CA-E:
<br />ASSUMLU EXCAVATIONS , 1) COVER, PRELIM. SITE LAYOUT SWPPP it a
<br />Avg �v.- �,46� r �. � ���.� I��� Why �� �
<br />PROPOSED IMPROVEMENTS. CB INLET RROTECTfON MAX. BLDC HT.- 35.2' ?B.CI' 393.25 2) TARGETED STGRM��+JATER SITE PLAN
<br />ZO 40 Sell M�1NAC;FMFNT PI A�! ('nil t'wn h1��1 oQQ DRAWING NO.
<br />
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