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<br /> SW1/4,SW1/4,SEC36,T29,R04 it▪II
<br /> -�� '* 11< 6" r0�'
<br /> CITY OF EVERETT, WASHINGTON ° 4 ' r 3*t r i �. '
<br /> APPROVED As '00-\e_41 ? *Be. Jr* c iI
<br /> JL '• ".. �a PLANNING & COMMUNITY +ts�i it i
<br /> - - - - - -
<br /> DEVELOPMENT DFPT. I — — — —
<br /> BY /1 \1T`A 1 N i i;" i 4 litJr' t -*,r r 4,t
<br /> T +� i \ 00505700004508 r 'ls-_ v T* ■i r t=1+' s'
<br /> DATE —16 A to. I t ,
<br /> .+ rr�a
<br /> i LOT 5 J C. . s 1t s S •
<br /> 1 Q ,�**..I a"w rote"irlr'
<br /> I MAPLE HEIGHTS -11 IA.... t tik f � , Iy016 ntt
<br /> I I \ AFN 200210185002 @.:irxi r` ate._
<br /> 1 29043600311500
<br /> 1 I LOT 4AFN 200501110273 (CORR) I VICINITY MAP
<br /> I .\.....,. � A
<br /> MAPLE HEIGHTS /
<br /> This approval only applies to i AFN 20 02 1 0 1 85002/ G TS
<br /> the work being performed under 11 _ _ _ _ SCALE: 1"=30'
<br /> Permit # 06q—p0-Z 1 129043600311400 ll
<br /> and does not recognize: any LOT 3 ii NOTES:
<br /> ii
<br /> 1. Purchaser proposes reconstruction of existing
<br /> 1 I MAPLE HEIGHTS II Eco Block retaining wall on West property line to
<br /> existing structure that may not 1 AFN 200210185002 II designs developed by The Riley Group, by re-using
<br /> meet Zoning Code. ' the Eco Block, but within a different configuration,
<br /> 1 the
<br /> (see Section Sheet 2. TOW Elevation will match and
<br /> 1 1 19.0' FROM P/L SAWCUT 29043600301900 )
<br /> 1 1I tie into existing wall at NW PA corner of property.
<br /> ' - - - - 14.5' BK WALL TO BK CURB 2. Purchaser proposes capture of impervious site
<br /> 30' ACCESS/UTILITY EASEMENT 11 -- i runoff by installation of new curb and gutter at the
<br /> AFN 200204010946 1 Nb0'21'13"E 36.04' 8, a West driveway margin, directing sheet flow to the
<br /> i '\ ie of dt existing CBs. Roof& pavement is by tightline CB.
<br /> DTMH RIM 169.5_l�_1 `.\ STAGGER TIE-IN °•r 4. +4 +�C°_
<br /> TO EXITING WALL, `k - - - - _ 3. Purchaser proposes release of incidental and
<br /> 20' DRAINAGE EASEMENT I t 2904360031120 �`\I I" I °pB> a. - - - - pre-existingground water through filtered shotrock
<br /> \ , 29,I,4' 064?1130e NO '21'13"E 50.74' }21 i cc EC - ackfill as ground-surface weepage in wall joints.
<br /> AFN 200204010946 1 LOT 1 1 Y. I P
<br /> + .95 EC
<br /> �� \ __ ,�.` � `� I T-- eo' �5.EC Base of existing wall has been pre-loaded 12 years.
<br /> �eak.cr/.. W \ t MAPLE HEIGHTS i 132 LF SAWCUT FOR 6" CURB & GUTTER
<br /> \ , MAPLE HEfGIITS' 4. Purchaser proposes landscaping improvements to
<br /> 't7 , AFN 200210185002 I I I./REVERSE SLOPE & MATCH SAWCUT GRADE P P p 9 P
<br /> f�°{fit (` j, 5�^ d�a�l Q, �1 AFN 2001'1 5`702 L J ,,, the retained fill slope, with split-rail cedar fence
<br /> •�,� l'1 ` 1DTMH RIM 172.3' J N' behind the curb, to improve the visual aspects. The
<br /> t _ ' 74� 1i slope surface to be covered with supplemented soils
<br /> " Q t to a depth of 8", covered with root barrier fabric,
<br /> WOA` ` t_ `t EXISTING DEDICATED DRAINLINE I. �'-16.4' DRIVE LANE P
<br /> " � C > To 0 �1 125 LF 4-STACK WALL ( �Y� overlain with 2" of wood chips and wood shavings.
<br /> U �• xoug _i Plantings with Kinnikinnick (Arctostaphylos uva-ursi)
<br /> 1 O t (SEE SECTIONS SHT Q2) 4 �? will be made in alternatingrows at 48" to 60" oc.
<br /> (�. t `o. 20o.2% �: 29043600302000
<br /> aett �A/ 6\*l _ Wall ,9T•1'RG5+ b `\s A row of Red Flowering Currant, (Ribes sanguineum)
<br /> 1 F .""\ Q{- t 19biu' I t� will be planted behind the fence at 72" to 96" oc,
<br /> Z ' 29043600304200 + t" all in conformance with CoE Code, Chapter 19.35.
<br /> ,J,,� 0 {ylon,no) re\A2t�S t N00.27'13"E 88.26' �`
<br /> t ` W] t\ ,fp +4I :z,•Ee `.,BLOCK YARDING AREA
<br /> •
<br /> Q T`^J �` ,97.05'laE ZOOB9"EC y 11 LEGEND .I '
<br /> ', ,99.m•TOE -_ _ FILL YARDING AREA
<br /> %TBM #1 - - - ____
<br /> V 9.28'nYg
<br /> '` BENCHMARK tt\ N00'21'13"E 21.00'
<br /> Qi SET 5/8" IRON PIN — - - - _ - _ - - - _ EARPJXENT DATA:
<br /> ZONING
<br /> VRREBUILD E BLOCK RETAIMG WALL
<br /> Q FOUND P-K NAIL t\ 29043600310800 N89'41'57"W 90.35' PROPOSED:
<br /> LOT 2 IMPACTED SME 3.000 VOLUME: 262CYSF(o07 Ac)) MC
<br /> FOUND BRASS CAP t I FOB 14 uxE caNs,nnNc
<br /> t WRAY S.P. 290436003 f 0900 ENGINEER CONTACT: P0B 140W
<br /> \ I I Property line data from SnoCo PDS Map MUKILTOUEO.WA NSJL
<br /> 00 FOUND 5/8" IRON PIN AFN 200008295006 LOT 3 Portal and referenced plats.Topographic 8275
<br /> 350-447_8753
<br /> wmo
<br /> WATER METERI WRAY S.P. I survey using GPS auto-survey by Jounl ANTHAEOGYAILCOM
<br /> ea ono,AWAageon Land14AU 9 Surveying,
<br /> WA
<br /> ® WATER VALVE 200008295006 GEOTECHNICAL CONTACT: , 4B0 Y NE
<br /> LTOTHELL, NMI
<br /> 425-15-0551
<br /> ® CATCH BASIN I US KNELLELVIRILEY-GROU NA P.COM
<br /> I PROPERTY OWNERS: TTEE
<br /> ee oo SLAM*HOMES
<br /> LIGHT POLE I EVERETdie T.WA 98208
<br /> CHAD06EAYTONHOMEB.COM
<br /> STREET LIGHT APPROVED J MAR, oG LEGAL DESCRIPTION:
<br /> 1!E� T ysra,,pwngl�h\
<br /> �Af SEC 36 TH S 2910 RGE 04RT-16A-)BEG AT NE CN OF ST I/4
<br /> TH
<br /> L, > TRAFFIC SIGNAL PUBLIC yY S DEPAR t, TBOFT S TODFT TO TH CENT S T RI) TH w LESS TH N
<br /> `,�o1��/� i 7.`"M 160FT THE 660Fi TPB LESS 30FT RD ON E FOLG PT
<br /> .Lf. } BEG NE COR SWI/4 SWI/4 TH S 200FT ALG E LN TO TPB TH S
<br /> Ib-� r SOFT TH W PIT N LN 160FT TH N PLY E LN SOFT TH E PLL TO N
<br /> © POWER TRANSFORMER B I F`EClsiev?:�+e`L� LN 160FT TO TPB ALSO LESS BEG NE COR SW1/4 Swl/4 TH S
<br /> 0 TELEPHONE MANHOLE lb
<br /> Z Is, *� 100Fr To TPB TH s 1ooFr rH w PLL TO NIN SD sue 160Fr TH N
<br /> SITE PLAN
<br /> �- TRAFFIC\INFORMATION SIGN DATE foaFr THE 16OFr TO TPB
<br /> CITY OF EVERETT REVIEWED FOR PERMIT SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON
<br /> CITY FIRE HYDRANT PERMIT SERVICES F EVERETT TAX ACCOUNT NO: SITUS ADDRESS:
<br /> APPROVAL FOR CONSTRUCTION 29043600302000 WERE WA98203
<br /> ID TELEPHONE JUNCTION BOX
<br /> BY:
<br /> 30`e DECIDUOUS TREE AND DIAMETER VW PERMIT NUMBER:
<br /> II
<br /> UTILITY CONFLICT NOTE: MARMADUKE RETAINING WALL RECONSTRUCTION PLAN FOR:
<br /> ' THE'CONTRACTOR SHALL BE RESPONSI6LE FOR VERIFYING THE LOCATION, OSHA DARAMY-BOU DAD
<br /> DIMENSION AND DEPTH OF ALL COSTING URURES,WHEIWEX&10WN ON
<br /> CALL TWO (2) THESE PLANS OR NOT.BY POTHOLING THE UTILITIES AND SURVEYING CONSULTING SWf/4,SW1/4,SEC36,T29,R04
<br /> THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.
<br /> P F N: BUSINESS DAYS WAS SHALL INCLUDE CALLING UTIITY LOCATE AT 1-BOO-424-5555 AND (360) 447-8753 CITY OF EVERETT, WASHINGTON
<br /> THEN POTHBJNC ALL INOICATFD UiN71E5 Ar LOCATI NS aF TRENCH DRAM BY: DATE RENSION DATE PM/LoB SCALE
<br /> BEFORE YOU DIG cRO5sNC5 TO PIYAGW-Y VERIFY E NOT+ 0 NOT CONFDCF OOSf• RAM 19AUG19 IN 2OAUO R.MARMADUKE NOTED @--;:b"..:3
<br /> LOCATINS OF PRIVATE UTNTIES ARE NOT SINOWN ON THESE PLANS IF ANTHAE360 LLC, a WA 8832
<br /> 1-800-424-5555 UTNTIES ARE DSCOVERED CONTACT THE LOCAL UIWTY REPRESENTARVE POB 1404, MUKILTEO, WA 98275 DRAWING F LE -- -JOB REFERENCE SHEET N0
<br /> FOR URUTY TYPE UNCOVERED,TO RESOLVE CONICS$wTH NEW waRx. 1901NNARAMY -- 4841 GLENWOOD 1 OF 3
<br /> L _ 2--------____
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