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<br />CONRETE
<br />D/W (512 SF)
<br />CONC. WALK
<br />PROP, PAVED
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<br />®® 4 ®
<br />(85 SF)
<br />APRON (229 SF)
<br />%c)
<br />L0
<br />PI
<br />18
<br />EX. .,.
<br />.
<br />PERMEABLE PAVERS j
<br />(1,127 SF; SEE DET.)
<br />CONCRETE
<br />PAD (540 SF)
<br />PROP.
<br />GARAGE
<br />(994 SF)
<br />5'—
<br />ILO
<br />B
<br />PROP. SFR
<br />(2,679 SF)
<br />-
<br />:
<br />- AD[ ON
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<br />NOTE:
<br />NO BOUNDARY SURVEY HAS BEEN
<br />VICINITY
<br />X. GRAVEL-,-, .w ,y
<br />'
<br />PERFORMED FOR THIS PROJECT.
<br />_
<br />SCALE: 1" — 2,000'
<br />T E "E..>'`��.<w'--
<br />PROPERTY DIMENSIONS ARE
<br />A ONSTTPILE
<br />APPROXIMATE AND HAVE BEEN
<br />EN —
<br />O
<br />(SEE NTE)
<br />PROVIDED BY INFORMATION AVAILABLE
<br />ON THE SNOHOMISH COUNTY WEBSITE.
<br />_
<br />TOPSOIL
<br />NO ADDITIONAL SURVEY WORK HAS
<br />LEGALDESCRIPTION
<br />BEEN PERFORMED ON THIS SITE.
<br />_—
<br />(SEE )
<br />BEVERLY HILLS DIV
<br />5 BLK 000 D-00 — LOT 67
<br />INLET
<br />EXISTING FEATURES NOTE:
<br />CITC7 T
<br />NO TOPOGRAPHIC SURVEY HAS BEEN
<br />PREPARED FOR THIS SITE. ALL SITE ADDRESS: 320 S CABOT RD, EVERETT, WA 98203
<br />EXISTING INFORMATION SHOWN IS FROM PARCEL NUMBER: 00393300006700
<br />OTHER CONSULTANTS OR BASED ON
<br />SITE OBSERVATIONS OR APPROXIMATED ZONING: R1
<br />FROM INFORMATION AVAILABLE ON THE
<br />SNOHOMISH COUNTY WEBSITE. OWNm__ UT
<br />MARC FOGG & KATHLEEN FOGG
<br />EXISTING DRAINAGE FEATURES ARE 320 S CABOT RD
<br />APPROXIMATE AND BASED ON SITE EVERETT, WA 98203
<br />OBSERVATIONS.
<br />CONTACT
<br />00393300006700
<br />INSTALL SILT
<br />-
<br />TOPSOIL/STOCK PILE NOTE:
<br />SMITH LAND DEVELOPMENT SERVICES
<br />r��, :�
<br />FENCE IF
<br />PILES ARE TO BE COVERED W/
<br />6428 221 ST AVE NE
<br />FF=4S4'
<br />A
<br />NEEDED_
<br />EX. SFR
<br />PLASTIC SHEETING WITHIN 24 HOURS.
<br />GRANITE FALLS, WA 98252
<br />429
<br />( )
<br />425.238.6324
<br />Li
<br />CONTRACTOR TO INSTALL SILT
<br />EROSDIL&
<br />SEMI E TA CONTROLMM.
<br />FENCING WHERE NECESSARY ALONGCIVIL
<br />ENGINEER
<br />COV ID
<br />r
<br />1.
<br />APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
<br />PERIMETER IF VEGETATIVE BUFFER
<br />DOES NOT PROVIDE ADEQUATE
<br />OMEGA ENGINEERING, INC.
<br />DECK
<br />r
<br />CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.
<br />PROTECTION.
<br />JOSEPH SMEBY, PE
<br />C
<br />SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
<br />2707 WETMORE AVE.
<br />FACILITIES, UTILITIES).
<br />EVERETT, WA 98201
<br />-
<br />00393300006800
<br />2.
<br />THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
<br />425.903.4652
<br />MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE
<br />( )
<br />y
<br />F: 425,259.1958
<br />I
<br />RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS
<br />EX. FLOW
<br />COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />EX. SFR
<br />DRAWING INDEX
<br />ARROW (TYP.)
<br />3.
<br />THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
<br />- EX. FLOW
<br />1) COVER, PRELIM. SITE LAYOUT & SWPPP
<br />CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
<br />ARROW (TYP,)
<br />;�. •
<br />CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING
<br />®
<br />LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br />2) TARGETED STORMWATER SITE PLAN
<br />_I
<br />APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br />& SOIL MANAGEMENT PLAN
<br />4.
<br />THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
<br />®® A. ®s.
<br />CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
<br />MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT
<br />ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER
<br />-
<br />LIMITS OF CLEARING
<br />QUALITY STANDARDS:
<br />MARK W/ ORANGE
<br />FF=4S3'
<br />5.
<br />THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS
<br />FLAGGING (10,720 SF)
<br />D
<br />B
<br />FOR ANTICIPATEDSITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE
<br />T S.C. LEGEND
<br />32'
<br />ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM
<br />m
<br />EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO NOT
<br />C,
<br />- 28'--t I
<br />LEAVE THE SITE,
<br />r r
<br />X SILT FENCE PER COE STD DWG 214
<br />6. THE ESC FACILITIELS JHALL DE INSPECTED ROUTINELY AND MAINTAINED BY ThE
<br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING,
<br />±65 —
<br />— ESPECIALLY AFTER STORM EVENTS. . — '
<br />I mm I m CLEARING LIMITS PER BMPC103
<br />— —
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED
<br />00393300005000
<br />A MINIMUM OF ONCE A MONTH OR 'WITHIN THE 48 HOURS FOLLOWING A MAJOR
<br />n
<br />STORM EVENT, jj
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
<br />F
<br />ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND
<br />CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
<br />SITE PLANOPERATION
<br />SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM
<br />0 20 40 APPROVED
<br />EXISTING SOIL & VEGETATION NOTE:
<br />THE SOIL ANALYSIS FOR THIS PROJECT
<br />FOUND THE EXISTING SOILS TO BE
<br />SANDY LOAM UNDERALIN BY FINE
<br />SAND WITH A DEPTH TO WATER TABLE
<br />OF APPROXIMATELY 36 INCHES, THE
<br />SITE IN THE AREA OF DISTURBANCE
<br />CURRENTLY CONSISTS OF A SFR AND
<br />CONCRETE WALKWAY.
<br />SYSTEM_ i PUBLIC 'P OEPA TA ENT , „5, •� .;.» e
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING HORIZONTAL SCALE '
<br />OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. By_t�a"s"III� C
<br />ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
<br />ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. DATE CITY 0FEVERETT !_T
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE RE�/IWti�D�l1'
<br />DEBRIS AND SEDIMENT TRACKED OFF THE SITE,
<br />11. APPROPRIATE MEASURES SHALL DE TAKEN TO STOP SEDIMENT FROM ENTERING
<br />0 20 40 SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL TOTES
<br />I SPECIALIit
<br />...,
<br />? PtYEC 3pki,
<br />Wo
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR
<br />a 6RF,;6H_Cf,`(
<br />5TANLD SPEC3F:JtN, AND TYi: ,i cF .°t
<br />HORIZONTAL SCALE UNSTABILIZED OR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL
<br />L I ALLo; VAIRM PIY_`s.-z,.N Miff Qe .i TYP � t.51 CtL'.,<L .�.
<br />30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMB_R 30. ._ Q..„_ SE., E.MA "EFTHEKC_ C 5`EE: R
<br />d.:�,.{E_n Tlc C SrL
<br />1ATER .5 YN <.e. 3tx�sryT;i-i$. f3G,?3;:K
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<br />3 7C!_-7 ti o ..L i;h PusS7: PEP "7:<P1�.,:v:.E1.. �, r CAPi OT ( .� ..,.,L. u,.c. re_n a.?>dCfvcL CA.:P#i'riza-v BE �J En 1riE 3 tTl{La [). >:c>17ER Is
<br />/ - ,:P{'P1�le <. _.. �. ,::: ,l 5i,:AkL„ b tE>-. Tr.;,A N FDO%F`i AT PROPiz n-:
<br />k i .' :•LL A 1F £34?_ C R,-.s4ei•�' n`,3�§: 7.. -
<br />fiT AL rV3!_PQt.Y;S &,st'tidx�ltlClPif .;FCf;`3. �, Yam`"�-.�T_-¢' L%NE�
<br />QVFRa' 6 P i zFV t E4ER 3PE L7 i -P'. '. t.a P. _LG,t s
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<br />4 h5L'tiEy J?,1 FDRSMGLEIAMLIPY 'L,E'Ef+S !E'zi-F,P;G$ -- � FIO...-
<br />i'e.�i°c. ':f . uau iVE dEa _, "•.`„1€RC✓ikl iS:=Yifi,c BE "N A=_.F':_ft 6"Pt?3ic�lfti JP7 rJ&,AL!'.,1Th_K LxcS: 4T E,.. P3 ENDOF I _F-t€R: � ,�.:
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<br />"GPI F,Z_&Jn:S §i 6 Fr-.i {
<br />3'3EtSERALTdOTFS �� >CF3(k3p,YYiG�fS+? 1�.��
<br />GARAGE HEIGHT CALLS _ C0]4. b
<br />I
<br />SFR HEIGHT CALCS TJ
<br />`GARD.T,VArIG, ,....,_�„
<br />Er1ff A7Q F RiRQ LS RSA FAND
<br />- i:,l,Ffl.}P.zkL...P`a3Tt[.Lf; t�311 E�U.l.✓.P�mk.
<br />I{� ITf ! LF�L1Vf i hb EC f .}
<br />- _ ss':/IUu:u 3 ..,^sF.'CETFxiSAtt{?M rat dR_e ..T�L'AAi
<br />ARE Z<>MfSE,11 TO G..AD_ i ,r7 P{V[G
<br />T3Pd1 €n DP A Pt
<br />i - t iCN G' ,iH T e LDV Ti,U i01
<br />AVG ELEV.® 1,931' / 4 = 482.7 ' AVG ELEV.= 1,930' / 4 482.5' CL L I TRA €Ee .
<br />,'ii_AL ST a' hii$,tPG iu:, PT 41Ff J
<br />4.
<br />MAX. BLDG HT.= 482.75' + 28' = 510.75' MAX. BLDG HT.=482.5' + 23' = 510.5' � � �T
<br />RTP L , L V-ZL RADF>. 4E2 f?1S 1T;
<br />A T-Fed h'ES E=tT$Ca TG;J 9y1,[4...AJt.4 ,^J IwII,
<br />- � ,rJd C 7G R S _ti{rw:hyc,"FLY Gr,
<br />'3 fi_,TNO.
<br />TOTAL AREA - 0.25 Ac - PfE
<br />im
<br />AREA GRADING
<br />--QUANTITIES:
<br />THE ER ER8`_OI
<br />IMPERVIOUS A �v&t 3F FEE �xo P
<br />I
<br />Total
<br />- �•
<br />"
<br />► C^ ^a
<br />11,810
<br />f '
<br />SIDE
<br />EX. ELEV.
<br />A '
<br />483
<br />B
<br />483
<br />C
<br />482
<br />D
<br />482
<br />CUT = 230 C.Y.
<br />FILL = 230 C.Y.
<br />GRADING QUANTITIES ESTIMATE BASED
<br />ON CURRENT SITE INFORMATION &
<br />ASSUMED EXCAVATIONS NECESSARY FOR
<br />MAX. BUILDING LOT COVERAGE: 35% PROPOSED IMPROVEMENTS.
<br />BUILDING LOT COVERAGE: 33.7°l0
<br />' _ cba'Fft S':YIN
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<br />FOR ILLt;,Si'P0M1,E PUAYQ+ E_ .tfaLY_
<br />RE CITY OF EVERETT
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<br />.14 �Jt 3[SS:-m,..:, C=i��EE,'kt13N £GLc&: T'7r£`k"¢
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