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<br /> SW1/4,SW1/4,SEC36,T29,R04 a A 1 r4 .
<br /> CITY OF EVERETT, WASHINGTON 4 "
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<br /> APPROVED i 7C 1$4 I � ; **
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<br /> PLANNING & COMMUNITY N
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<br /> 00505700004508 c •i !° °'a. 1
<br /> � � I 1 1
<br /> LOT 5 7C ¢ '.I< +r1dr �' 3
<br /> BY o i MAPLE HEIGHTS
<br /> 11 gat a 9 �
<br /> �9P 1® 1p. I AFN 200210185002 . a. ,.,®. .
<br /> DATE "�• •1 i 29043600311500 G'j m �`
<br /> 1 I AFN 200501110273 (CORR) VICINITY MAP
<br /> 1 LOT 4 \ I SCALE=NTS
<br /> 1 - MAPLE HEIGHTS 7 -...
<br /> 1 50
<br /> AFN 200210185002 \ ii
<br /> 1 / 0 25 75
<br /> This approval only applies to ii
<br /> _ _ _ _ SCALE: 1"=30'
<br /> the work being( performed under 1 29043600311400
<br /> I 1 NOTES:
<br /> LOT 3
<br /> Permit # `°" elt' — -
<br /> MAPLE HEIGHTS II 1. Purchaser proposes reconstruction of existing
<br /> II
<br /> and does not recognize any I Eco Block retaining wall on West property line to
<br /> AFN 200210185002 1 designs developed by The Riley Group, by re-using
<br /> existing structure that may not 1 Ill the Eco Block, but within a different configuration,
<br /> II
<br /> 11 19.0' FROM P/L SAWCUT 29043600301900 (see Section Sheet 2). TOW Elevation will match and
<br /> meet Zoning Code. tie into existing wall at NW P/L corner of property.
<br /> 1 - I
<br /> - - - - 14.5' BK WALL TO BK CURB 2. Purchaser proposes capture of impervious site
<br /> 30' ACCESS/UTILITY EASEMENT II - r i 4# runoff by installation of new curb and gutter at the
<br /> AFN 200204010946 Nb0.21'13"E 36.04' I A� �, West driveway margin, directing sheet flow to the
<br /> DTMH RIM 169.5-1�"_1--""--"---a---"""-- i�\ STAGGER TIE-IN °'', F', ti+° existing CBS. Roof & pavement is by tightline CB.
<br /> y �_...-..-.� 4 + +
<br /> \ '' `� TO EXITING WALL, - - - - _ - 3. Purchaser proposes release of incidental and
<br /> 20' DRAINAGE EASEMENT--_______I 2904360031120 `\I I +4�, q - - - - pre-existing ground water through filtered shotrock
<br /> \ I 29f 4 O'0y31 130b NO "21'13"E 50.74' kt +21'DD'EC P g 9
<br /> by„Jete- In) �a _y_ AFN 200204010946 , LOT 1 ' � I P backlit' as ground-surface weepage in wall joints.
<br /> vGbt� ml \ I MAPLE HEIGHTS �� \. I
<br /> °' 209.64'EC Base of existing wall has been pre-loaded 12 years.
<br /> \ \ MAPLE I�E"FG S` i 1 I 132 LF SAWCUT FOR 6" CURB & GUTTER
<br /> AFN 200210185002 ✓'REVERSE SLOPE & MATCH SAWCUT GRADE 4. Purchaser proposes landscaping improvements to
<br /> t I AFN 2002Y.0\1 Jrrlv2 L L the withsplit-rail cedar fence
<br /> ((�� ,r1 \
<br /> 1tQ(,)q/� y,�/ �, l�!,j' �4 b;DTMH RIM 172.3' \ yLL d' ,, behind the curb, to improve the visual aspects. The
<br /> V 1 - - - - - - Yr3 ? `� a slope surface to be covered with supplemented soils
<br /> Q 7F 1; 1 '� �� to a depth of 8", covered with root barrier fabric,
<br /> o� 5 `, EXISTING DEDICATED DRAINLINE 1 I + 16.4' DRIVE LANE
<br /> \ overlain with 2" of wood chips and wood shavings.
<br /> 'N{ _,, , 125 LF 4-STACK WALL i ��\� HOUSE
<br /> Fa�� ) \ _ 1 Plantings with Kinnikinnick (Arctostophylos uva-ursi)
<br /> ���1f u����" , (SEE SECTIONS SHT 02) f will be made in alternatingrows at 48" to 60" oc.
<br /> N\ 1/‘cSh C>E' '1"" a�ol1� ` ` .y it II 2o9.2e•EO 29043600302000
<br /> ,97.l cs+ I• ,�, `.� A.row of Red Flowering Currant, (Ribes sanguineum)
<br /> 19�u.cs+ 1 �' • will be planted behind the fence at 72" to 96" oc,
<br /> _ n���lA 'Z `` 29043600304200 i I + \\
<br /> ���`re,'
<br /> 'I 4� W N00'21'13'E 88.26' I \" all in conformance with CoE Code, Chapter 19.35.
<br /> "J �' J ` 1, + LE1.21'EC %\BLOCK YARDING AREA
<br /> �� 6fI
<br /> r. I
<br /> LEGEND \ ,97.os TOE; +``:I EG y
<br /> T 1�•s+' FILL YARDING AREA
<br /> TBM #1 �\ - - 0.26'FW g
<br /> ;.; BENCHMARK %` NO0"21'13"E 21.00'
<br /> \ DEVELOPMENT DATA:
<br /> Qi SET 5/8" IRON PIN — - - - - - - - - - - �s G ZONING 111-SINGLE FAMILY
<br /> % 29043600310800 N89.41'57"W 90.35' PROPOSED: REBUILD ECO-BLOCK RETAW'G WALL
<br /> Q FOUND P-K NAIL \ MAMBA/VOLUME =CY CL FILL/78CY ad1C
<br /> \\ - LOT 2 IMPACTED SITE AREA 3,000 SF(0.07 AC)
<br /> FOUND BRASS CAP \ I MARMAOUKE CONSULTING
<br /> \\ WRAP S.P. I 29043600310900 Pro ert Tine data from SnoCo PDS Map ENGINEER CONTACT: POB 1404
<br /> Oo FOUND 5/8" IRON PIN - - AFN 200008295006 1 Portal and referenced plats.Topographic MUKILTEO,WA 98275
<br /> LOT 3 P360-447-8753
<br /> WATER METER I survey using GPS auto-survey byg. Jounl Tr
<br /> AM0 WRAY S.P. ed Acreage Land
<br /> 14AUG19. THE RILEY GROUP
<br /> e WATER VALVE 200008295006 GEOTECHNICAL CONTACT: BOTH .WAWA5�1 011 NE
<br /> BDTNEL5 1180T7
<br /> OM
<br /> E CATCH BASIN I ICVEus LLER TRUST NAP.0
<br /> I PROPERTY OWNERS: MEE
<br /> a/EEBAN
<br /> LIGHT POLE
<br /> 425-212-2007
<br /> RETT.WA 98208
<br /> I a7AD06LAY70NHOMESCOM
<br /> STREET LIGHT awt`y;� 'R1,,0 1 FCAL DESCRIPTION:
<br /> y�';�'c 7�cr SEC 36 TIPP 29 RGE 04RT-16A-)BEG AT NE CN OF SWI/4
<br /> V--- '� TRAFFIC SIGNAL ; - '/ - �;�, r. sWT/4 TH S 10oFr TP13 1N CONY S T60FT TH W 660Fr TN N
<br /> y r 16OFT TH E 660FT TO 1PB LESS 30FT RD ON E LESS FOLG PT
<br /> �j -s BEG NE COR SWI/4 SWI/4 TH S 200FT ALG E LN TO TPB TH S
<br /> I "' I6T: '�r A SOFT TH W PLT N LN 16OFT TH N PLT E LN SOFT TH E PLL TO N
<br /> © POWER TRANSFORMER � cls r���E LN 160F7 TO 1PB ALSO LESS BEG NE COR SWI/4 SWI/4 TH S
<br /> it TELEPHONE MANHOLE I o AL F� 100FT TO 7P8 TH S 100FT 7H W PLL TO NW SD SUB 160FT TH N
<br /> SITE PLAN SOOFT THE 90FT TO TPB
<br /> -0- TRAFFIC\INFORMATION SIGN SITUATE IN NE COUNTY OF SNOHOMISH,STATE OF WASHINGTON
<br /> a FIRE HYDRANT CITY OTF EVERETTT T TAX ACCOUNT NO: SITUS ADDRESS:
<br /> PERMIAPPROVAL FOR CONSTRUCTION 29043600302000 ARE 1 T,WWA 98203
<br /> ll TELEPHONE JUNCTION BOX
<br /> BY:
<br /> 4 30"c3 DECIDUOUS TREE AND DIAMETER R/w PERMIT NUMBER:
<br /> UTILITY CONFLICT NOTE: MARMADUKE RETAINING WALL RECONSTRUCTION PLAN FOR:
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR M]OFYING THE LOCATION, ISHA DARAMY-BOUDAD
<br /> DIMENSION AND DEPTHAU.OF EXISTING UIIUNES,%O WA 6H0814 ON
<br /> CALL TWO (2) THESE PLANS OR NOT.BY POTHOLING THE UTILITIES AND SURVEYING CONSULTING
<br /> A SWf/4,SW1/4,SEC36,T29,R04
<br /> THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.
<br /> CITY OF EVERETT, WASHINGTON
<br /> rr BUSINESS DAYS THIS 4-5555 AND
<br /> THEN ING TO INCLUDE AL CALLING
<br /> INDICATED UTTMwT AT LOCATIONS OOF 04 (360) 447-8753 DRAMA BY: GATE REVISION DATE PM/EUR SCALE
<br /> P I N; BEFORE YOU DIG LOCATIONS OOFF PHYSICALLY
<br /> PRIVATE UnuTI�6 AREW NSHOWT NOT
<br /> TaTHES. PIANO IF ANTHAE360 LLC, a WA 8832 RAM 19AUc19 0I 2HA"C R.MARMADUKE NOTED
<br /> 1-800-424-5555 UTILITIES ARE DISCOVERED CONTACT THE LOCAL UTIUTY REPRESENTATIVE POB 1404, MUKILTEO, WA 98275 DRAWS FILE -- JOB REFERENCE SHEET ND
<br /> FOR UTILITY TYPE UNCOVERED.TO RESOLVE CONFLICTS WITH NEW WORK. 19018DARAMY 4841 CLENWOOD 1 OF 3..,.:--
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