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- M ( A Portion of Section 30,Township 29 North,Range 5 East,W.M. 5, R
<br /> cV , •� ✓I y r 1 I \ 1 I 1 4 v '� 7
<br /> YT
<br /> - 1 —,�—' c, . A A `� ' oo847s-000-00200 `, ' ` IMPERVIOUS AREA
<br /> �� _ �' ) } 7 - 0 Y 4 Replaced House 1,566 sf , LLi
<br /> _ _._._ - v i ) 1 0084 5 000 004 0 �� v ExistingDriveway 240 sf Z N
<br /> ` F i i o 008475-000-001-00 Existing 8 i _1 N
<br /> Y NIA 1 , .. <r Paved \ r' 414 Proposed Duplex(west) 1,535 sf ai co
<br /> 008475-000-003-00
<br /> \ 'i9 I 1N044.1 °� °� Driveway I.
<br /> 1 1 Proposed Duplex(east) 1,535 sf c°
<br /> Connect both Sewer 3 T Existing Existing y E �, \ Proposed Sidewalk 920 sf N
<br /> and Storm to existing 1 I ; ` Building Water __ } ° 1 r ,'' \ ri Proposed Drvieway 357 sf < c NO
<br /> Sewer main. , `4 ~( i I -� t \ \
<br /> Service __r -_\ _"� Sffe Benchmark °o
<br /> Total 4,347 sf
<br /> Cleanouts are to be' I I b"N 12 or HDPE rb'Solid i } , • 1' S co
<br /> placed 2'inside R/W and I I I 1.__,.. F_,' I A (COE4615) L4 0 Wood fence -5'Side Setback v A 1 , o
<br /> all angle points,both Y i , :,`, _ - ,. - .____- t Y I i co
<br /> Sewer and Storm Drain.v n_ • ' so " . o ' - r Gate Yz AQUIFER RECHARGE/ `°
<br /> ' = ss ss.-=---� ,.I 'r. '° ry - WELL HEAD PROTECTION
<br /> (per COE 601,602,604 , ss .� i Existing ,
<br /> and 614)i I� " 9'to • 6" -1.of HDPE .,-I_, E SideWalk i.
<br /> r VS ,� � ) { Low,Over 100 ft.
<br /> Existing ,i 1251 - t,JGarag `, Existing Se ', (�,tice 15 ( i ' .v \ t g s
<br /> o Driveway ,,, 1 r f l ` r , to be remov d, t Pr osed Perf.Stubout 1 n b MI
<br /> o I a/ I it 9 -4- ss . f Property Lin 10 C�nhection/Infiltration SOILS = }, 19
<br /> tr Existing J A / 1 B i i�hg \ \ ,i _ Alderwood Urban Land Complex; 41'
<br /> Y H drolo is Soil Grou C,± :ir \I
<br /> osed \ % Y g p ropo e Y \ , Compact Fill Area to 95Yo Modified
<br /> _~ V - up ex SideWal< p a i
<br /> 1,535 sf 920 sf 1,535 sf Proctor '- 3
<br /> 0o Existing Sewer; i` j ` I e \, i" �� 52
<br /> z
<br /> Service to be i' i 1 \ --,1--...„. "
<br /> removed/capped I r -
<br /> pP ) Connect Downspout ' \ i r ` .
<br /> at Property Line Iv! { to Perf.Stubout \
<br /> a i � 10'Front j' r\o a o
<br /> v ( Connection (typ)
<br /> Proposed IY "�� r - v i I V J Gate ''r~ I Line Table s
<br /> p V, „ Gate L - ---5_Side-Setback- r A I A� U, ka
<br /> Driveway ill ( �� � i Replace Roadway ,' i o ••r o
<br /> 357 sf Y i J i I I Proposed 3/4" • v Line# Length Direction Q m m o
<br /> L_2 Section per COE 326 !
<br /> (COE 305) � ( I 6'Solid �__�_- `� -, Water Service °� Y zc ; _.w w O
<br /> ° ° ) o' Wood Fence °D 00 �� 1 (COE 501) \ r, 1 ° p=<Q
<br /> Existing 1 r' ` } Proposed 1" y \i �Q 1 L1 50' S00 46' 10"E o_v o o ce
<br /> 1r II IA vi Power Pole( ; Existing 1 Water Service r .
<br /> I , 1 ,• Building 1 L_--- (COE 501) 1 • "Y
<br /> Y . i E , L 129' S89° 13' 50"W 3
<br /> 1 I ,� I > 1 1 I • ..�, Y '\ •
<br /> i; \ } t i t ri
<br /> ` 11 L3 50' N00°46' 10"W w
<br /> IR 0041 3 004-023 00 I v •4g
<br /> �4_n. 1 IA i r' Y 1 L4 129' N89° 13' 50"E i a
<br /> �� 11 i Existing tH
<br /> { \ Ij
<br /> vd \ 1 t -
<br /> -s, r \. -=xN` 4 1 \ i' . O w y Z
<br /> 0 20' _ ; <
<br /> f == I v-
<br /> Scale: 1"=20' co
<br /> ° 2 a.
<br /> ° J
<br /> 0
<br /> o ~
<br /> a D
<br /> Random Fill oa
<br /> co I j__ -1 !! , 1----- l -_: w
<br /> 6"- I I�-.1 1 i- -1 i i___I , i�-I I f-; Filter fabric Q
<br /> I ;.fir l _— i` , ._
<br /> i— rr—i1 ? �iil.�Ijl�._ •°- or Z_
<br /> < 0O o D�OoO 2
<br /> r 18" 10�.-r_) 00 } a©�O 4"Pert PVC Pipe m Q
<br /> c tY
<br /> s Do0 o g�0 oCc o a o
<br /> 0,--,0� 0$ OO o O o8 1 y"-%"Washed rock 0 m
<br /> Q ° °o v V 0 O o
<br /> 0
<br /> I- 24" 1 o c
<br /> '5s
<br /> Trench Cross Section .
<br /> ,i°
<br /> L ^
<br /> ° PERFORATED STUB-OUT CONNECTION
<br /> El (OR INFILTRATION TRENCH) SHEET
<br /> 510B C3of C3
<br /> SCALE:NTS adapted per 2016 SCDM Vol-III Fig 3.8 CITY OF EVERETT 1 - 11_17
<br /> REVIEWED FOR PERMIT
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