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HomeMy WebLinkAbout26'0311-TB-Arlington-SITE-CVL-LSC TACO BELL -ARLINGTON, WA SW1/4 OF SE1/4 OF SEC.11,T31N,RSE,W.M.,SNOHOMISH COUNTY,WA PROPERTY INFO PARCEL NO: 00847300000200 9 8 ADDRESS: 7755 204TH STREET HE x ARLINGTON,WA 98223 ..w.`O, SS/ONAL ECG LEGAL DESCRIPTION 3/11/26 PARCEL A OF BALDRIDGE BLA PER CITY OF ARLINGTON FILE NO.2-04-050—BLA, RECORDED JAN.10,2005,AFN 200501105157, RECORDS OF SNOHOMISH COUNTY. PROJECTDATA �16POo'a"a°uMef".q O SITE AREA: 27,645 SF=0.63 ACRES s G ZONING: GC—GENERAL COMMERCIAL WITH MIXED USE OVERLAY N,an.�"xr.mcmip: AIRPORT PROTECTION SUBDISTRICT C SITE BUILDING USE: FAST FOOD RESTAURANT VICINITY MAP FIRE SPRINKLER: NO SCALE: N.T.S. BUILDING AREA: 2292 SF -\\ BUILDING HEIGHT: 23 Fr PROJECT TEAM ... ———————————————— BUILDING SETBACKS o o REQUIRED FRONT SETBACK: 10 FT DEVELOPER U U m REQUIRED SIDE YARD: 5 FT NORTHWEST RESTAURANTS,INC. g REQUIRED READ YARD: 20 FT CONTACT: FLETCHER BOLL PHONE: (206)741-2000 '— OFF—STREET PARKING o o REQUIRED: 2292*1/200= 11.5 STALLS EMAIL: fboll@nri—inc.com a<J s PROVIDED: 20 STALLS CIVIL ENGINEER o EV CHARGING STATION TERRAFORMA DESIGN GROUP,INC. w,I' OCCUPANCY TYPE: GROUP A 5027 51ST AVENUE SW C( — DESIGNATED EMPLOYEE STALLS NO SEATTLE,WA 98136 n E REQ'D EV CHARGING STATIONS: 1 STALL CONTACT: PEDRO DEGUZMAN,PE (0.5%OF TOTAL STALLS) PHONE: (206)795-9023 k' REQ'D EV READY STATIONS: 1 STALL EMAIL: pedro@terraformadesigngroup.com (10%OF REQ'D TOTAL STALLS) V E ® GEOTECHNICAL ENGINEER o PROVIDED CHARGING STATIONS: 2 EV STALLS CERTERRA GEOTEST CONTACT:` % O GARCIA,PE [I _ Q J y """"V I BICYCLE PARKING PHONE: (360)60)435 435-1141 REQ'D BICYLE PARKING: 2 BIKES T I O (10%OF REQ'D PARKING) SURVEYOR p NORTHWEST SURVEYING&GPS,INC. !!►►{{ II �I PROVIDED BICYCLE PARKING: 2 BIKES CONTACT: JEROMY DEMEYER,LS — CV7 1 EMAIL: jeromyflnwsurvey.com r" u) — WETLAND/SENSITIVE AREAS: NONE — `� j STEEP SLOPES: NONE A U ® j I GOVERNING AGENCIES TOTAL DISTURBED AREA: 28,600 SF(0.66 AC) — BED A' I EX.IMPERVIOUS AREA: 2577 SF GRADING DRAINAGE WATER.SEWER.ROADWAY _ 2292 sf ,( ..MAPLE PROP.IMPERVIOUS AREA: 18,714 SF CITY OF ARLINGTON ® ( NET CHANGE IMPERVIOUS AREA: +16,137 SF 2385 NORTH OLYMPIC AVENUE ARLINGTON,WA 98223 IMPERVIOUS AREA PERCENTAGE: 68% PLANNING: PROJECT NO. TOTAL NEW+REPLACED IMPERVIOUS: 16,077 SF JEN HAUGEN,jhaugen0arlingtonwo.gov TOG#25005 ENGINEERING: DRAWN BY: EARTHWORK QUANTITIES: THAD NEWPORT,tnewport0arlingtonwo.gov PAD SITE STRIPPING= 195 BCY CHECKED BY: VVV SUBGRADE CUT= 1043 BCY SUBGRADE FILL= 185 BCY PAD *FOR PERMIT USE ONLY 0 IT I I � SHEET INDEX - z ———— — Cl COVER SHEET Z I�— ---- C2 SITE PLAN O � ----- ------- °I 7 C3 TREE SURVEY PLAN F n / C4 CIVIL PLAN z C5 LIGHTING PLAN co _ 1-1.1 LANDSCAPE PLAN J U) --- ---- —-_ — — 1-1.2 LANDSCAPE DETAILS & NOTES rl� Al BUILDING ELEVATIONS Q A2 BUILDING ELEVATIONS J O z a= =_ __—= __==____ -__= _--- -------- SVi ALTA/NSPS LAND TITLE SURVEY --------------------------------- SV2 ALTA/NSPS LAND TITLE SURVEY m z O z 204TH STREET NE N o o ,o z° , min= 20 rt. r` SHEET TITLE COVER SHEET SITE MAP SHEET NO. LL C1 1/11 LEGEND TACO BELL -ARLINGTON, WA SW1/4 OF SE1/4 OF SEC.11,T31N,RK,W.M.,SNOHOMISH COUNTY,WA PROJECT DATA EXISTING PROPOSED SITE AREA: 27,645 SF=0.63 ACRES p, pfCL --— PROPERTY LINE I- of wD ZONING: GC-GENERAL COMMERCIAL �,e R.O.W.CENTERLINE WITH MIXED USE OVERLAY EASEMENT AIRPORT PROTECTION SUBDISTRICT C g¢Ssca�' CONCRETE BUILDING USE: FAST FOOD RESTAURANT ASS/ONAL ECG A.C.PAVING FIRE SPRINKLER: NO 3/11/26 �. LANDSCAPING BUILDING AREA: 2292 SF sc SAWCUT LINE BUILDING HEIGHT: 23 FT TREE BUILDING SETBACKS w REQUIRED FRONT SETBACK: 10 FT o, REQUIRED SIDE YARD: 5 FT REQUIRED READ YARD: 20 FT OFF-STREET PARKING REQUIRED: 2292 1 1/200= 11.5 STALLS PROVIDED: 20 STALLS EV CHARGING STATION OCCUPANCY TYPE: GROUP A DESIGNATED EMPLOYEE STALLS NO REQ'D EV CHARGING STATIONS: 1 STALL (0.5%OF TOTAL STALLS) REQ'D EV READY STATIONS: 1 STALL (10%OF REQ'D TOTAL STALLS) PROVIDED CHARGING STATIONS: 2 EV STALLS BICYCLE PARKING oo� REQ'D BICYLE PARKING: 2 BIKES (10%OF REQ'D PARKING) -------A-j ----- -- N EX.30'ACCESS& THE LUX APARTMENTS -1 PROVIDED BICYCLE PARKING: 2 BIKES UTILITY ESMT. 20505 OLYMPIC PLACE AFN 9809285002. a¢ g _ g 00847300001300 EX.15'SEWER MT. CpNOREjL o PSpHN� 6'H,TY.A OPAQUE LANDSCAPE PLANTER r-- E :.TPl W ? - 5 IL m� � 1wI Il O W w 18.5'�. 28.6' a 11.0'2 19.0' 30.0' P' yy n �l w EV. I _ L� g W _ A 4 `� OW W wl EX.10 UTIL ESMT. 11 w I W 2292 sf - w w +, "MAPLE PROJECT NO. o s J 12'CONc. �'> ( TDG g25005 CHANNEL DRAWN BY: a� I PAD izz o [5' d12.0''Y W W CHECKED BY: CUT EX.HEDGE 4 y - PAD BACK 8-Fi a v w STOP'SIGN. I W d BIKE I ¢z o 0 W \JInII/, [II/II�\ o O N o N 'YIELD TO I ONCOMING RACK 8 W �Vw �;. �" TRAFFIC'SIGN, EX 'x ' • W ❑I ESMT.25 PER40 AENACCESS 200508260877 EX.20'x40'ACCESS ESMT. (-+ PER AFN 9509255002 4+, �,`* A W; I �F MOVED 10'EAST PER +++ i + 4"WHITE STRIPE BALDRIDGE BLA Ss5DV x 2.5'H LANDSCAPE SCREENING HEDGE n CQ �X 40.0'SHARED ACCESS ESMT. IMla .v EX 20'NIIL.�ESMT.�w.��� W W ¢ WI W FIcr- _ W N 89'Y4' i"• 123.37' w w O COFbCRETEwWAL� W d J + a W L z `6� o Zw -- EX.DRIVEWAY 204TH STREET NE = N S 89'14'31"E 3340551(BASIS OF BEARINGS) o io w 1 —h= 20 ft. SHEET TITLE SITE PLAN SHEET NO. LL PRELIMINARY C2 2/11 TACO BELL -ARLINGTON, WA SW1/4 OF SE1/4 OF SEC.11,T31N,RK,W.M.,SNOHOMISH COUNTY,WA o P. oec �Q- ov wAsy cG�� �e 'g'csscaE' ASS/ONAL ECG 3/11/26 m 00 LEGEND U U� EXISTING PROPOSED ———— PROPERTY LINE ¢¢a pSPHa�t co o TREE 4" L o E O O o N d 9"MAP E VV PP IV ml Z "MAPLE PROJECT N0. h ( TOG#25005 o DRAWN BY: 12"MA LE PAD CHECKED BY: PAD � I 0 " �E 55 Q VIP F- I � J (— N 89'14"31"W 125.37' _ _ _ _ CONCRE CONCRETE WALK CONCRETE J J � o Lu _ �o m o 1 O w Z w U to � Q o 204TH STREET NE o S 89'14'31"E 334 55'(BASIS OF BEARINGS) n N 1 min= 20 ft. SHEET TITLE TREE SURVEY PLAN SHEET NO. LL C3 3/11 TACO BELL -ARLINGTON, WA SW1/4 OF SE1/4 OF SEC.11,T31N,RK,W.M.,SNOHOMISH COUNTY,WA LEGEND o P. oec e of WASH,G� EXISTING PROPOSED --- PROPERTY LINE R.O.W.CENTERLINE g¢Ssca�' EASEMENT �SSXONAL ECG --sc-- SAWCUT LINE 3/11/26 100 -100- GRADING CONTOUR 90.00 9 + SPOT ELEVATION 8 W -W- WATER MAIN m DOMESTIC WATER 8 S s SEWER MAIN 12"D D- STORM DRAIN 'o 4 FIRE HYDRANT 03 0 WATER METER N N GATE VALVE Q SEWER MANHOLE ❑ ■ STORM CB Q❑ Q STORM MANHOLE F oo� - • UTILITY POLE c' rr� STREET LIGHT 3< °� PARKING LIGHT _ - o -------------- a -- -- ----- TREE in 30'ACCESS& UTILITY EASEMENT t3Z �CLVC-A N EL_134.3' AFN 9509285002& THE LU APARTMENTS o VARIABLE WIDTH AFN 200508260877 20505 LYMPIC PLACE �� /I/ E-125.2 0084 300001300 _ / C_SHANvEL _ _ _ N o- N .15'SEWER MT. #3 RLTERRA13B.23 oaCREtE --� -�- -�_-� n KSpHP�t FL=132.80 .8"5 @ 0,61% IE-129.30(8'SE) ---5-__S-_ _- --- - --5--- 5-- - - - -- 5- 5- -53----5-- -5-- S -5---_S- U - I P SSMH RIM - J E _ 133.60 RI SSMH N ^❑ 2,p 133.30 �1.2% �� 6 RIM 134.3 O o € IE=123.3' m 133.83 li \ -125.2(EX.8"N)CL CHANNEL � M N N IE=123.5' E.FH I 132.80 r 133.981i, �IE=125.0(EX.8"S,E,W) N rn z 1 136.70 133.65 133.83 yi �L1��. 1 134 134.00 V d/�'e/W.M�/� C8 -TY.2-48' 4 RIM=133.90 O 133.90 133.98 IE=12&50(8'W,8'E) to r'1 N.,I rn a IE=126.85(24'S) 1 [L, cj) U _ INSPECT. r-73¢ 134.50 133.20 5QT'P I GREASE 'I� I�3 FL 133.20LTfRRA P INTERCEPTOR IE-129.70(8'W) 135,15 I y� 135.80 - O M _ 134.90 op I PROJECT N0. E 10'UTIL ESMT. q o k 1.3� 13418 t33.55 °1 TOG#25005 z •0 2292 "MAPLE DRAWN BY: 135.15' w I FF 35.80 STORMTECH , oz I INFILTRATION 1133.6z 12'coec. ( PAD o 0 135.30 134.90 GALLERY CHANNEL CHECKED BY: Ue- (43-MC3500) 1 135.80 ® PAD r 134.19 z I 1 135 5 134.70 w o Q z 13520 135.30 13580 O _ R�# _ D 134.00 zo I� 73425 M 134.80 a EX.OVERHEAD yn°1° 135.20 PAVEMENT SURFACE DOUBLE CIRCUIT F-+-- CB -TY.2-4fr z [IL-133.5 MIN. ELEC.DISTRIBUTION `++++ �+ '� + 1 7J5 RIIA=134.25 / (12.47 kV) o;+ ++ IE-12&50(6'W) IE=126.85(24'N) ham, cu 4 1.55% +�ft3`-� \11 + 1. WA / 1'IRRIG CRUSHED ------- + + + ++�t�+ 1 • METER STONE M R&RIPS '13615 - _ - �N -- + f 135.00 _r_ , N E El TOP OF GALLERY 20' UTILITY EASEMENT -_-e--_- --- -c-- c--- - --- e--__E____ -_�_E �P`✓ H 1 3 EL=131.50 --AEN 95D9285002. _ _ _ �% _ EX 20'.UTLL.ES J U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - . - - - -- --_-_ -- - A so --- _ - -w -- -- _-- --w-- - -- 7- - --- - J TOP OF CHAMBERS _ 136 N 89'74' 7'W 5.3T I_I_I L EL=130.50 - - ---- - _ CoNCRE E 111.O ONCRETE WALK CONCRETE m O O O O O O O O EX 12"D EX 12'CULVERT p -137_- -._--_____-136------__- .. . 0 0 0 0 CB TY.1 1-______------------_---- O z 36 w 137 MC-3500 CHAMBERS RIM=136.75 IE ;w 38 Q o n IE=134.80(EX.S12' -- --- --- ce TY.1 BOT.OF CHAMBERS -- - M �IIIM=136.75 204TH STREW NE IE=13y.90 12' EL-126.75 - - - - j 5 89(14N1"E 33455'(BASIS OF BEARINGS) ,^o - BOT.OF GALLERY �- - EL=126.00 1 0 SHEET TITLE S L GEOTEXIILE FABRIC 1 CIVIL PLAN s inch 20 ft.STORMTECH INFILTRATION GALLERY C4 SCALE: N.T.S. SHEET N0. LL PRELIMINARY C4 4/11 TACO BELL -ARLINGTON, WA SW1/4 OF SE1/4 OF SEC.11,T31N,RK,W.M.,SNOHOMISH COUNTY,WA TACO BELL 204TH STREET NE ARLINGTON, WA �O9- DECEMBER 1, 2025 ACCUSERV LIGHTING & EQUIPMENT 877-707-7378 DESIGNED BY: JOHN BUJAKE ASS/ONAL ECG jbujake@accu-serv.com QUOTATIONS BY: TESSA PARISE 3/11/26 tparise@accu-serv.com Calculation Summary Label lAvg IMax IMin !Avg/Min Max/Min EXTENDED 11.54 19.4 1 0.0 1 N.A. I N.A. PARKING LOT & DRIVE-THRU SURFACE 3.01 15.6 1 1.3 1 2.32 1 4.31 rn LIGHT LEVELS ARE MAINTAINED FOOT-CANDLES Luminaire Schedule Symbol Qty Label Arrangement LuminaireLLLFCCT Luminaire Mountin Description Lumens Watts Height A SINGLE 20403 4000K 146 27.5 VP-2-320L-145-4K7-4W-UNV-A-DBT / SES-25-40-01-F-B9-DBT B 2 @ 90 degrees 22421 4000K 146 27.5 (2) VP-2-320L-145-4K7-5QW-UNV-A-DBT / SES-25-40-01-F-B4-DBT Dl SINGLE 779 4000K 10 8.5, 11 H-TBAS15-152-152-INT/SP-B-99-152-9-1/2 @ 8.5' & 11' AFG NOTE: POLE BASES ARE 2-6" AFG s�F 00 ��g rr� U U U.0 t1.0 b.0 b.0 t).1 tl.l b, tt.2 tt.2 b.2 tt.2 f).2II`0.3 �1.3 `0.3 1•].3 10.3 t.3 b0.3 `0.3 t.2 �.2 t.2 1.2 t1.2 1.2 1.1 t0.1 11.1 '0.0 t0.0 `0.0 Q Q Q -ti3-ti.3--�.3-t.�ti.4�6.4�1.�b T1iT l��if�t7I t7 t. -T�-tI3-t-3--�.3-t.­Tt.T--b.-f6Tt-G]fi.0 IIIIIIII o 0.6 b.o b.o b.l b.1 b.l 161E MENT,Ss 1.s b.s b., b.1 It., 20505 OLYMPIC YMPIC PLACE � � " b.o t1.1 1 g b.1 10.1 b.2 �._ BOAh73b000i1300b.7 b.] b.7 b.7 b.e b.e b.e b.e b.e b.e b.] b.] b.7 b.] b.] b.] b.s 5.3 b.z b._ b.l t. 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'.9 �,. e ♦q.o `4.3 `q 6 4.4%5 b.��#._ � I'b roafh.ls b.3 PAD 2292 sf 4.8 0.2 tt.zo�t3 b.s i.',5. 3.k '4. 5.q 5.45.6--3.�-_q:.e-'5-3-q.3 b 4 #.. 5.] b.s b.3 w CHECKED BY: 4. 5••.7 I i. 1 b.] b.s b. PAD ���MA LE � 2 VO b.2 tt.2 Q.3 '•,�. 1 t3.2 6'J. t.2 ;f t3.5 t3 A t3.4 t3.q `3.3 '3.3 t3.3 t3.9 t3.9 `3.2 t2. t(.O #. 6.I .6 .9 b.2 t1.2 bR b.4 t1���6 �5. #'•, *z_II�III�3. 4.9;.8 '3.7;'3-:e--9.8 3.7 3.2 '3.0 3.1 3.1 3.1 4.9 t. fi.9�#.�b.g b.6 U.4w b.2 t1.3 b.3 b.4 b.6 ,tJ.OII #. ♦L{9/'3. t3.3 2 '319 '9 '3.9•tIR 5 3 t 0[[//,��',3��.0 '3. "1.8 #. U.II 4 b.3 Q b.z 0.3 b.4 b.s b.] 13.d #. ,•*.\\\2/+2 4.e 5. i'4.z `9 4.1,,T34'�j 5.z 5.9 �Z.9� *z.e 4.6 ♦z. i.e l.3 16.4 b 5.3 R - VVV 5.2 b.3 .4 b. b.,4 ;-1.9�*. *2.7 - II ..__ '6 S.z S.s'4:"i�5� s,a-"5.8 5.6 S.a 5.] 'z.7 5.] 4.7 S.s 5. #.] #. 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'0 T..z A 1.3 #A #.3 1.3 1.2 i_1-L.4-Y:0 b.9 b.8 b.]P6.6 t.6 tt.5 '0.5 b.4 b.4 b.3 b.3 b.2 b.z b.1 b.1 O w U I- 1 .1 b.1 , i Q o w 1 .2 tt.3 t1.5 `0.7 `0.8 T-tY.S--�.S-3:e--f0:8-V.B-fiJ.T;0:5"-4-:-t1.-5-tf:5 b.9-'b-..-A-Q.9-�O.J-rtt-.3-b.2-�.2-b.2-'0.1 b.l b.l N b.l b.1 b. b.1 b.1 b.2 b.4 5.5 b.6 b. �- -sc----- ------- 0 tt.l b.l b.l t1.2 b.3 t).9 b.4 b.4 b.4 b 9 t1.9 b.9 tt.4 b.4 b.4 tt.3 b.3 a . � - E7o .1 1 b.1 b.z b.2 b.3 b.3 b.3 b.3 b.3 b.3 b. 2RCCLINE b.1 t-1 b.1 b., b.1 b.1 b.l b.1 b.l26yC2�. o 10 20 w SHEET TITLE h- 20 f,. LIGHTING PLAN 1 incSHEET NO. LL C5 5/11 SW1/4 OF SW1/4 OF SEC.11,T31N,R5 S OHOMIS OUNTY 3/11/zs TA BELL -AKLI ------ -- --- wA------ ------- ---------------------- dCl ba I - - - - - - S 89'74'37"E 138.23' - - - - TYPE A LSC o PLANT SCHEDULE STATE OF L_�— -_— --- - -----s--�- S - WA HINGTON ' T REGISTERED TREES SCENTIFIC NAME ❑ -p ® �2s LAND SYMBOL C scAPE aRCHITEcr I /L OMMON NAME QUANTITY SIZE(MIN.) SPACING(MAX.) NOTES � • ® --� ®�Is�® NOTE ® THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES / ITIES IS AKEMI AS SAKAIDA ® ORNAMENTAL RIVER ROCK SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR CERTIFICATE NO.794 ® ® i- - SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING EXPIRES 06/16/26 UTILITIES BEFORE COMMENCING WORK. SINGLE TRUNK, ®® ® ® ®® ® ®� `!e /// AMELANCHIER'AUTUMN BRILLIANCE' 4 2"DBH(MIK) 30'O.C.(MAX.) 13q ® • EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR MATCHING FORM,LOWEST BRANCHING 8'OR HIGHER 6) ® ®� SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF AUTUMN BRILLIANCE SERVICE BERRY 9"MAP E ° r L, Goo CERCIS CANADENSIS 5 1 1/2"DBH(MIN.) AS SHOWN MATCHING FORM,SINGLE TRUNK,LOWEST BRANCHING AT 5'OR HIGHER • < ® 172 SF ANY DISCREPANCIES BEFORE COMMENCING WORK. REDBUD OA Oa OA O SHADE 7`74 _�• ® A�L DAMAGESAWHCHS TO MIGHT FULLY BE OCCASIONEDSBYE FOR ANY AND HIS FAILURE TO THUJA D CR EK ALIS'EMERALD GREEN' 16 4'-5'HIGH AS SHOWN MATCHING FORM,SINGLE TRUNK,FULL&BUSHY A -_- 279 SF 7 ° CONFIRM EXISTING UTILITY AND GRADE INFORMATION. EMERALD GREEN ARBOEM RA p I I SH ADE 11CALL AT LEAST 2 WORKING o �IILTEIRA EX. NEE — ® DAYS BEFORE YOU DIG Pe p ® CALL'811' ® O VAULT. SHRUBS o ® - REFER TO CIVIL SCIENTIFIC NAME `��v`{�{ ® ------ (9 Iz SYMBOL COMMON NAME QUANTITY SIZE(MIN.) SPACING(MAX.) NOTES '� � �- L IF LSC WITHIN VEHICLE H[E p T ACCOMODATION AREAS SHALL QA AZALEA'HIND CRIMSON' 6 2 GALLON AS SHOWN FULL,WELL SHAPED o m B� MEET AMC 20.46 REQUIREMENTS I-y HINo CRIMSON AZALEA zl o zzszsrk -za% EHICULAR AccoMoOanoN "MAPLE 0 NOT DISTURB ADJACENT TREES OR PINUSAREA TO BE SHADED. v z o DWARF MUGHO PUME 6 2 GALLON AS SHOWN NICE FOLIAGE,MULTI STEMS -TREES TO HAVE A MIN.OF 200 1 SHRUBS (TWI P GAL ALL SIDES) Q DWARF MUGHO PINE SF OF UNPAVED AREA. \ ® o _ 1 II - ® SPIREA'GOLD FLAME' 29 2 GALLON AS SHOWN FULL,WELL SHAPED 12"MA(LE o PAVED AREA:6660 OF p GOLD FLAME SPIREA - 207.=1332 SF FOR SHADE - 3 GALLON CANOPY FROM TREES.SITE ® MAHONIA AUQUIFOWM 9 2. MULTI-STEM I I.( ) ,FULL '-(. ZONING GC SHOWS 1440 SF OF SHADE 5'HIGH MIN. MEET H�I�HSI{ {UIREMENT rn OREGON GRAPE � CANOPY Iu w � VIBURNUM DAMDII 15 2 GALLON AS SHOWN FULL,HEALTHY FOLIAGE,STRONG { I—Z7/ ¢a DAVID'S VIBURNUM o �® �— TYPE LSC: ALONG NEIGHBORING PROPERTIES Q LONICERA PILEATA 14 2 GALLON AS SHOWN NICE FOLIAGE,MULTI STEMS N o BOX LEAF HONEYSUCKLE - O 5 GALLON AS SHOWN ® 269 SF M o PRUNUS OTT LUYNEN 18 NICE FOLIAGE,MULTI STEMS ° • SHADE ¢ OTT LUYKEN LAUREL 2.5'HIGH(MUST MEET HEIGHT REQUIREMENT) m( 10-15 GALLON ENSURE PLANT HAS A SINGLE TRUNK TO COME OUT OF GRATE TOP AND I R w n o FILTERRA PLANT: 2 AS SHOWN THAT IT IS A MINIMUM OF 2'OUT OF GRATE. CONFIRM REQUIREMENTS CAMEL JAPONICA MIN.4'-6'HIGH V WITH CIVIL AND CONTECH SUPPLIER JAPANESE CAMELLIA ° 8'OF HEDGE TO BE REMOVED FOR 3S ® 3 GROUNDCOVER SITE VISABIUTY. SCIENTIFIC NAME QUANTITY AU \ \ y jnVJ SYMBOL COMMON NAME OR SQUARE FOOTAGE SIZE(MIN.) SPACING(MAX.) NOTES „U.T BUTION - SHADE 5 W TV ® A HEATHER LGARIS 25 1 GALLON AS SHOWN FULL:SAME TYPE IN EACH LOCATION --- ii z _ a — — — — Pv HEATHER _® • ® PT _----- ® CAREX'ICE DANCER' 32 1 GALLON AS SHOWN WELL ROOTED,FULL,NICE FOLIAGE. o� iA ICE DANCER SEDGE E - -- - ® MISCANTHUS'ADIAGO' 17 1 GALLON AS SHOWN WELL ROOTED,NOT CUT DOWN - x - 136 ADIAGO MAIDEN GRASS _"_ "- -- V w INSTALL PER MFG RECOMMENDATIONS. AMEND SOIL.NO NET. LLI u)� 5 GRASS:SOD 1025 SF - - CONTRAPROVIDE OWNER WITH OPTION TO HYDROESTABLISHED. PERENNIAL RYE MIX SOD CONTRACTOR TO MAINTAIN UNTIL ESTABLISHED. ILLS GRASS:HONTR ED / ��� LIE �`������ _ EROSION CONTROL OR BIOSWALE AS NEEDED 1 GALLON 24"TRIANGULAR REPAIR EXISTING GRASS IF NEEDED. -f o----o-- -o- --o """ "` ��L�� - ����������������������� ������ Em ����LL� ���(REFER TO CML) ��� LL _ TYPE C LSC: INTERMITTENT 204TH STREET NE OOT BARRIER SCREEN ALONG FRONTAGE. S 89'14'31'E 334.55' BASIS OF BEARINGS IT __ � —MINIMUM 5 WIDE. PROJECT NO. T N N STREET TREES EVERY 30 LF ALONG DRAWN BY: BY: 204TH STREET NE ARs ,o <o ROOT BARRIER FOR ALL TREES CHECKED BY: LANDSCAPE-P-LANTING PLl I�! ADJACENT TO ANY PAVED AREAS. ARs N= 1. 20 Tr. TO BE 18" DEEP X 6' WIDE U Q LANDSCAPE NOTES o M GENERAL: PLANTING BEDS: GRASS: SITE CONSTRUCTION: (D IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND 1. z (� ' UTILITY LOCATION: DETERMINE ALL ABOVE GRADE AND UNDERGROUND UTILITIES 1. PLANTING BEDS TO HAVE A MINIMUM OF OF APPROVED THREE WAY 1. FOR SOD WATERING,FERTILIZING,AND MOWING, FOLLOW LOCATE AND EXISTING OR PROPOSED UTILITIES. ANY DAMAGE BEFORE COMMENCING WORK. ALL WORK TO BE COMPLETED TO AVOID ANY DAMAGE. TOPSOIL.12"AT AREAS WITH TREES.DEPTHH OF SOIL IS DETERMINED AFTER MANUFACTURER'S INSTRUCTIONS. J fn DONE BY NOT LOCATING,IS THE RESPONSIBILITY OF THE THIS IS THE RESPONSIBILITY OF THE CONTRACTOR. SETTLING HAS OCCUPIED.BEDS TO BE NONCOMPACTED TO A DEPTH OF 18". � � - 2.INSTALL SOD NO NET PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR. PLANTING BEDS TO HAVE MORE SOIL IF NECESSARY TO BE FLUSH WITH CURB, ( ) Q � o 1. ALL EXISTING VEGETATION AREAS TO RECEIVE NEW LANDSCAPE SHALL BE CLEARED SIDEWALK OR OTHER PAVED SURFACE. ALL PLANTING BEDS TO HAVE POSITIVE 2.REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING,DRAINAGE, T AND GRUBBED FROM THE SITE PRIOR TO COMMENCEMENT OF LANDSCAPE WORK. DRAINAGE OF 3%MINIMUM. 3. 4"MINIMUM TOPSOIL ROTOTILLED TO DEPTH OF 6"WITH AMENDMENTS. AND UTILITY DESIGN. UTILITIES SHOWN ON DRAWING ARE - -PLANTING SOIL AT A MINIMUM IS TO MEET POST CONSTRUCTION RAKE AND ROLL. SCHEMATIC ONLY. J QD 2.ALL ADJACENT PLANTINGS ARE NOT TO BE DISTURBED. REQUIREMENTS.IF EXISTING SOIL IS AT ADEQUATE GRADE AND VIABLE,IT MAY J 3:BE AMENDED AS NOTED IN POST CONSTRUCTION NOTES AND DETAIL.REFER TO 4.PROTECT ADJACENT AREAS DURING ESTABLISHMENT. 3.EROSION CONTROL SHALL BE PROVIDED DURING CONSTRUCTION LLI . - CIVIL. PER CIVIL PLANS m '� 3. CONTRACTOR SHALL GUARANTEE PLANTS AND GRASS FOR A MINIMUM OF ONE YEAR 5. ALL LAWN TO BE EDGED CLEANLY AND GRASS TO BE ONLY IN � AFTER APPROVED COMPLETION. 2.CONTRACTOR TO VERIFY PLANT QUANTITIES AND SQUARE FOOTAGE.NOTIFY DESIGNATED AREAS. O 0 z TERRAFORMA DESIGN GROUP IF THERE IS A DISCREPANCY. O 4.IMMEDIATELY NOTIFY TERRAFORMA DESIGN GROUP OF ANY ADVERSE CONDITIONS OR U L CONFLICTS WHICH MAY AFFECT HEALTH OF PLANT MATERIAL. 3.ALL PLANT MATERIAL TO BE WELL BRANCHED,FREE FROM DISEASE OR PEST, Q 0 AND HAVE A WELL DEVELOPED ROOT SYSTEM. ALL MATERIAL TO MEET IRRIGATION: 5.NOTIFY TERRAFORMA FOR ANY PLANT QUANTITY OR QUALITY CONFLICTS. AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. SUBSTITUTIONS ARE TO BE APPROVED. 1.IRRIGATION SYSTEM REQUIRED. TERRAFORMA WILL PROVIDE AN IRRIGATION 4.FERTILIZE ALL PLANT MATERIAL WITH SLOW RELEASE FERTILIZER PER DESIGN,UNLESS NOTED OTHERWISE. MANUFACTURER'S RATES. NOTE 2.IRRIGATION IS TO CONFORM WITH AGENCY STANDARDS. 5.PLANT MATERIAL PLANTED TO BE SAME AS OR NO MORE THAN 1"HIGHER THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS THAN CURRENT GROWTH RATE AT FINISH GRADE. 3.FOLLOW WRITTEN SPECIFICATIONS FOR WIRE SIZE,HEAD TYPE,CONTROLLER, SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR RAIN SENSOR,ETC. A SEPARATE IRRIGATION METER IS TO BE PROVIDED. SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 6.WATER PLANTS THOROUGHLY DURING PLANTING AND IMMEDIATELY FOLLOWING. CONTROLLER TO BE IN SPRINKLER RISER AREA. UTILITIES BEFORE COMMENCING WORK. SHEET TITLE WATER HEAVILY AT FIRST,3 TIMES PER WEEK,AND LESS ONCE ESTABLISHED. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR 7.ORGANIC MEDIUM MULCH TO BE A MINIMUM OF 3"DEPTH IN ALL PLANTING SHALL HELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF LANDSCAPE BEDS. ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND PLAN 8.STAKES TO BE COMPLETELY REMOVED BY CONTRACTOR PRIOR TO 1 YEAR. ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CHECK QUARTERLY FOR DAMAGE OR ADJUSTMENTS NEEDED. CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG SHEET NO. CALL'811' 6/11 TACO BELL -ARLINGTON, WA 3/11/26 SW1/4 OF SW1/4 OF SEC.11,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA �nn� STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT SOIL AMENDMENT ,�Sr1kA,GA DECIDUOUS Design Guidelines CERTIFICATE NO.78a EXPIRES 06/16/26 2"x6"WOOD STAKES,LOCATED OUTSIDE OF A. Soil retention.If possible,retain,in an undisturbed state,the duff layer and native topsoil to the ROOTBALL.FASTEN NTH CHAIN LOK TREE maximum extent practicable.In any areas requiring grading remove and stockpile the duff layer and topsoil TIES. STAKE MAY NOT TOUCH TREE on site in a designated,controlled area,not adjacent to public resources and critical areas,to be reapplied TRUNK. STAKE HEIGHT MUST BE AT LEAST to other portions of the site where feasible. If existing soils are not sufficient then import topsoil mix. 5'FROM FINISHED GRADE. SET TREE STRAIGHT AND PLACE B. Soil quality.All areas Subject t0 Clearing and grading that have not been Covered by Impervious RooTBALL ON SOLD GROUND surface,incorporated into a drainage facility or engineered as structural fill or slope shall,at project OR ON COMPACTED BACKFILL. completion,demonstrate the following: PLACE 3"OF IS MULCH IN SAUCER TO 1. A topsoil layer with a minimum organic matter content of 10%dry weight in planting beds,and WITHIN 3"OF THE TRUNK. NO PLANTING BACKFILL PLANTING HOLE 1/2 FULL NTH 5%organic matter Content in turf areas,and a pH from 6.0 t0 8.0 Or matching the pH of the 3'DIAMETER MIN. NATIVE SOIL REMOVED OF DEBRI.TAMP Undisturbed Soil.The topsoil layer shall have a minimum depth of eight inches except where tree SOIL TO STAHLY CUTLIZE ROOTAWAY ALL.ND WATER roots limit the depth of incorporation of amendments needed to meet the criteria.Subsoils below REMOVE CONTAINER PRIOR TOP 3 IL BURL THOROUGHLY.CUT AWAY AND REMOVE P P FROM ROOTBALL PRIOR BACKFILL STRING AND BURLAP. IF IN WIRE BASKET the topsoil layer should be scarified at least 4 IOCheS with some incorporation of the upper REMOVE COMPLETELY.BE CAREFUL NOT material to Ovoid stratified layers,Where feasible. TO DAMAGE ROOTS.BACKFILL REMAINING PLANTING HOLE WITH A MIXTURE OF 2. Mulch planting beds with 3 inches Of organic material APPROVED TOPSOIL AND NATIVE SOIL. P g 9 FORM 5"HT.WATER DAM AMEND BACKFILL AS NOTED IN AROUND TREE NTH SOIL TO LANDSCAPE NOTES. 3. Use Compost and Other materials that meet these Organic Content requirements: HOLD WATER. z o a.The organic content for pre-approved"amendment rates can be met only using compost STAKE TREE WITH(2)TREATED FINISH GRADE. \ meeting the compost specification for BMP T7.30: Bioretention Cells,Swales,and Planter Boxes, TREE LSTAKES E PINE LE DOWELED o with the exception that the compost may have U to 35%biosolids or manure. The compost TREE STAKES( O"LENGTH) m P P Y P P LOOP EACH TIE ARWND HALF / must also have an organic matter content of 40%to 65%,and a carbon to nitrogen ratio TREE LOOSELY I PROVIDE Y ��"` III III IIr /Vti /�, /� �� below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed SLACK FOR TRUNK GROWTH N SCARIFY SIDES OF PLANTING III=i+�////�/��/- /i \ III III— s 9 y 9 p 9 p ` —III—III_ entirely of plants native to the Puget Sound Lowlands region. HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. �< �i�iyii / —III- "CHAINLOCK"OR CITY APPROVED i/ Q¢ b.Calculated amendment rates may be met through use of composted material meeting(a.) EQUAL TREE TIE MATERIAL Y Hq NOTES:_ ( L INSTALLATION INCLUDES J above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, WIDTH NAIL OR STAPLE TREE TIE ) REMOVAL OF STAKES ONE _ _ _ _ —ICI and not exceeding the Contaminant limits identified in Table 220-B,Testing Parameters,in WAC MATERIAL - STAKE TO HOLD 2'-D'MIN 3'-6"MIN— o EXISTING NATIVE SOIL OR NEWLY III=III— I.—III—III— _ = III III=� ROOT BARRIER ALONG SIDEWALKS AND CURBS: 173-350-220. VERTICALLY- LOOP EACFI TIE YEAR AFTER INSTALLATION PLACED TOPSOIL. = =III-1 -� —� �— = —I' 2.SHAPE SOIL SURFACE TO w FOR TO CITY CODE OR PUBLIC WORKS AROUND HALF TREE LOOSELY TO REQUIREMENTS FOR EXACT SPECIFICATIONS. PROVIDE 3'DIAMETER 3 TIMES The resulting soil should be conducive to the type of vegetation to be established. GROWTH t'SLACK FOR TRUNK M o TYPICALLY 18"-24"DEEP CONTINUOUS ROOT GROWTH WATERING RING ROOT BALL DIAMETER BARRIER,15'CENTERED ON TREE AREA WHEN _ __ 3.TREE CLEARANCES SHALL V rn TREE IS WITHIN 5'OF A PUBLIC CURB AND OR C. Implementation Options: SEE NOTE 2 BE PER STD PLAN NO 030 _ SIDEWALK/PAMNG/WALKWAY. The Soil quality design guidelines listed above Can be met by using one of the methods listed below: 4.SEE STD PLAN NO 424 3 ARLINGTON:ROOT BARRIER TO BE A MINIMUM 2'-3"MULCH DEPTH(TAPERED AT (TYR) FOR TREE PIT DETAIL ~ ;; OF 6'LONG X 18"DEEP 1. Leave undisturbed native vegetation and Soil,and protect from Compaction during construction. TRUNK) E TREE PLANTING DETAIL MULCH TREE PIT MIN 5'-D" Q N 2. Amend existing site topsoil or subsoil either at default pre-approved"rates,or at custom LENGTH X FULL PLAITING N°' L1.2 calculated rates based on tests of the soil and amendment. a SCALE: N.T.S. STRIP VADTH BETWEEN CURB ,,yy /AND SIDEWALK(FOR PLANTING 3. Stockpile existing topsoil during grading,and replace it prior to planting.Stockpiled topsoil must STRIPS LESS THAN 6'-O"WIDE.) I'-6" also be amended if needed to meet the organic matter or depth requirements,either at a default PROVIDE 5'-CrO MULCH SEE N 3 �7 - pre-approved"rate or at a custom calculated rate. RING FOR PLANTING STRIPS rG, WIDER THAN 6'-O* - 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. -SET TOP OF ROOT CROWN 2" H w NOTE: ABOVE ADJACENT CURB R ALL WEEDS ARE TO BE REMOVED WITH ROOT(S)IN PLANTS SIDEWALK SIDEWALK GRADE 5 DELIVERED,UPON ARRIVAL.DISPOSE OF WEEDS OFFSITE. More than one method may be Used on different portions of the some Site.Soil that already IF EXCESSIVE WEEDS OCCUR AROUND THE BASE OF PLANTS meets the depth and organic matter quality standards,and i5 not Compacted,does not need to — WTHIN THE FIRST YEAR,THE CONTRACTOR SHALL BE be amended. RESPONSIBLE FOR WEED REMOVAL BY MECHANICAL MEANS. ROUGHEN SIDES OF PLANTING HOLE n D. Maintenance MAXIMIZE EXCAVATED AREA ., WITHOUTUNDERMINING TREE PIT DEPTH= 1. Establish soil quality and depth toward the end of construction and once established,protect from ADJACENT PAVING I CURB ROOTBALL DEPTH '— (MEASURE BEFORE _ compaction,such as from large machinery use,and from erosion. 18'MIN DEEP ROOT BARRIER PIGGING TO AVOID COMPLETELY SURROUND THE OVEREXCAVATION) 2. Plant vegetation and mulch the amended Soil area after installation. ROOT BARRIER-MIN 6-FROM SIDEW _ - - 3. Leave plant debris or its equivalent on the soil surface to replenish organic matter. REMOVE ALL WIRE k STRING,ANDPROJECT NO. REMOVE ALL BURLAP FROM TOP _ DRIVE STAKES 6"TO 4. Reduce and adjust,Where possible,the use of irrigation,fertilizers,herbicides and pesticides, 2/3 OF ROOTBALL \ TOG#25005 UNDISTURBED SOIL rather than continuing to implement formerly established practices. NATIVE BACKFILL SOIL AMENDMENT- BELOW ROOTBALL DRAWN BY: WITH 25%(01/3 CU YD) ARS DECOMPOSED ORGANIC MULCH CHECKED BY: AMENDMENT FOR ENTIRE TREE PIT AREA X ROOTBALL DEPTH DRIVE STAKE AT ARS SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID ROOTBALL EDGE GROUND OR ON COMPACTED BACKFILL. UNDISTURBED SUBGRADE(PROVIDES MIN WIDTH OF TREE PIT=2 TIMES ROOTBALL DIAMETER OR (TYR) FIRM BASE SO THAT ROOTBALL T-0',WHICHEVER IS GREATER BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, WILL NOT SINK) TAMP SOIL TO STABILIZE ROOTBALL. WATER THOROUGHLY. MULCH AREA TO BE CLEAR OF GRASS,WEEDS,ETC.TO DO NOT DISTURB ROOTBALL UNLESS ROOTBOUND. REDUCE COMPETITION WITH TREE ROOTS BACKFILL REMAINING PLANTING HOLE WITH 1/2 APPROVED TOPSOIL AND NATIVE SOIL. AMEND BACKFILL - AS NOTED IN THE INSTALLATION NOTES. 2"-4"ARBORIST /jj/��j/��//�j - 8o MULCH 3"DEEP ALL WOOD CHIP MULCH //�//�/�� IIII IIII GRASS: SEED OR SOD 1*17_ ]. 1 10�18�05 STANDARD PLAN J PLANTING BEDS �/-�/ / c G DTYISTON NUMBER < � UFINISH GRADE. -_-_-_-_-__ --____ --_-_ DECIDUOUS TREE PLANTING DETAIL 0295051WIT 3"OF COMPOSTU I= INCORPORATED INTO _______________ _-__-__-_-___-_ �' TL LCPARIANB M.SELAN M's ZSOIL TO 8"DEPTH __________ __________ Q HOLE HAS GOOD DRAINAGE. -_-_-_-_-_-_-_-_-_-_ -_-_-_-_-_-_-_-_-_-_ 1 3/4"OF COMPOST YAFAS M.SELD! f12D50_SI <.Rqr pqa ICI= INCORPORATED INTO CD ---------- ---------- SOIL TO B"DEPTH �EXISTING NATIVE SOIL. -------------- ----------_ Z 2 TIMES -_-_-_-_-_-- 6" ROOT BALL DIAMETER SUBSOIL SCARIFIED \��/\�\�\� \�\��/\�\V\�'\"� SUBSOIL SCARIFIED /\/\/\/\/\ /\/\/\/\/\J\/ 4"BELOW COMPOST �j\ VAAAAAAA AA�A�����AAA 4"BELOW COMPOST � (12ENBELOWDED ASOL /�\%\\ /%/ (12BELLOWAYER SOIL J 2 CONTAINER SHRUB PLANTING DETAIL SURFACE) v� v��i/��` i� SURFACE) �4� CITY TREE PLANTING DETAIL W L1.2 120 SCALE: N.T.S. L1.2 SCALE: N.T.S. O O Z < O BMP T5.13: POST-CONSTRUCTION SOIL QUALITY& DEPTH L1.1 SCALE: N.T.S. SHEET TITLE LANDSCAPE DETAIL&NOTES SHEET NO. L1 .2 7/11 Q 6 I� nu T.O.TOWER PARAPET 441� u r _ T.O.LOW PARA 20 PE0T — T.O.LOW PARAPET T.O.COOLER- - - 15'-4' - j - F.F.O. s. EAST ELEVATION SYMBOL ITEWMATERUL MANUFACTURER MATERIAL SPEC COLOR El SIDINGHORIZONTAL APPLICATION NICHMW ROUGH SAWN AWP 3030 SMOKE(AWP 30301 U BUILDING TRIM .AAMES HARDIE HARDIE TRIM 514 SMOOTH T.O.TOWER PARAPET 2 SW7076). `` ❑ 1'x55PRIMED FOR PLANT CYBERSPACE(SEMI•GLCSS OUTSIDE CORNER-NCHIHA ROUGHSAWN•SMOKE NICHIHA NICHWA REPC247NM SMOKE .A a OUT&OE CORNER T.O.LOW PARAPET It PANEL NICHIHA NICHIHAILLUMINATION I- I 20'-0� CUSTOM COLOR MATCH 4 0 T.O.LOW PARAPET AWP-3030 PANEL CYBERSPACE ISW71078).SEMI-GLOSS . 18'-0� ❑ ILLUMINATION PANEL NICHIHA WCAHIR IL�LUMK LON CUSTOM COLOR MATCH SW PURPLE (T82603C.I.sEMI�Lass DRIVE THRU CORNER TOWER 8 ENTRY PORTAL RECESS NICHIHA NICHIHA ILLUMINATION ILLUMINATION PANEL AWP-1818PANEL WEATHERED RUSTIC — -- -- ------ --— _ — -- —_— - - © METAL PARAPET CAP 24G4 GALVANIZED CYBERSPACE(WO76i KYNAR 500 COATING El HOLLOW METAL DOOR SW PURPLE;73,1603C:. -- EMt GLOSS -- © SCUPPERS a DOWNSPOUTS --- CYBERSPACE ISW7076} KYNAR 500 COATING 1 O9 AWNINGS BRAND APPROVED BLACK SIGNAGE VENDOR BY THE SIGNAGL VENDOR) d F F F 5 _ SOUTH ELEVATION Partner NEW TACO BELL r. , ARLINGTON, WASHINGTON BUILDING ELEVATIONS Al 161 T.O.TOWER PARAPET Ar T.O.LOW PARAPET TACO ' h f'� to to LMI WEST ELEVATION T.O.TOWER PARA * _ ER 0 0 _ICKETS _ - ATE_. ' COOLER . ETE FOO71W. LL WEST ELEVATION C4NE A• TACO � BELL � iL BOLTS GATE C-UMBER - '- __ r I� OSTO . . _1 I .. NORTH ELEVATION SOUTH ELEVATION NORTH ELPVATION rtners Architectural Design Group,Inc. NEW TACO BELL AR ELEVATIONSBUILDING ALTAINSPS LAND TITLE SURVEY FOR NORTHWEST RESTAURANTS., INC. LEGAL DESCRIPTIONS: SCHEDULE B, PART I - EXCEPTIONS PER FIRST AMERICAN COMMITMENT" FOR TTTLE INSURANCE COMMITMENT No. 8111--6583476, PARCEL A OF BALDRIDGE BOUNDARY LINE ADJUSTMENT IN THE CITY OF ARLINGTON FILE No. 2-04-050-BLA, RECORDED JANUARY 10, 2005 UNDER RECORDING No.200501105157, DATED AUGUST 4, 2025: SNOHOMISH COUNTY, WASHINGTON. 1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR 1S SITUATE IN THE CITY OF ARLINGTON, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF THE SCHEDULE B, PART 1-REQUIREMENTS ARE MET. SUBJECT TO AND/OR TOGETHER WITH ALL EASEMENTS, COVENANTS, RESTRICTIONS AND/OR AGREEMENTS OF RECORD, OR OTHERWISE. 2. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS. ALTA/ACSM SURVEYORS CERTIFICATE: 3. ANY FACTS, RIGHTS, INTEREST, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN JENSEN'S KENT PRAIRIE FARM, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, AS TO PARCEL A; THEIR SUCCESSORS AND ASSIGNS AND FIRST AMERICAN TITLE COMPANY THIS IS INSPECTION OF THE LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR 4. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 1, 2, 3, 4, 5, 7(A)(B)(C), 8, 9, 10, 11(A)(B), 12, 13, 14, 15, 16, 17, 18, 19 AND 20 (SANIT Y/S RM RIMS AND INVERTS FOR PROPERTY, AND 1 AND UP AND DOWNSTREAM MINIMUM) OF TABLE "A" THEREOF, THE FIELD WORK WAS COMPLETED 5, DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY IN OCTOBER OF 2025, WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. 6. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER JEROM DE EYEft, PLS M:....,,, RIGHTS, CLAIMS OR TITLE TO WATER, DITCH OR DITCH RIGHT, WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (8), OR (C) ARE SHOWN BY c "pF WAS ' THE PUBLIC RECORDS; (D) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE REGISTRATION No. 50982 DATED: L �Z . �� SERVITUDES. 7. ANY LIEN OR RIGHT TO A LIEN FOR SERVICES, LABOR, EQUIPMENT OR MATERIAL OR MEDICAL ASSISTANCE, UNLESS SUCH LIEN IS SHOWN BY ALTA/ACSM TABLE "A' NOTES AND REFERENCES: t THE PUBLIC RECORDS AS OF DATE OF POLICY. 1. ALL MONUMENTS HAVE BEEN SET OR FOUND 8Y THIS SURVEY IN OCTOBER OF 2025 AND ARE SHOWN ON SHEET 2. 50982 8. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WATER, ISTER� GARBAGE OR ELECTRICITY. 2. ADDRESS(ES) ARE SHOWN ON SHEET 2. 9. ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR 3. FLOOD ZONE CLASSIFICATION IS NOT APPLICABLE FOR THIS PARCEL. PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF JENSEN FARM DIVISION 1 RECORDED IN VOLUME 60 OF PLATS, PAGE(S) 32-35. 4. GROSS LAND AREA 1S SHOWN ON SHEET 2. 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: IN FAVOR OF: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM 5. VERTICAL RELIEF WITH THE SOURCE OF INFORMATION SHOWN ON SHEET 2. VERTICAL DATUM IS NAVD 88. RECORDED: AUGUST 26, 1955 RECORDING No.: 1157911 7. (A) EXTERIOR DIMENSIONS OF ALL BUILDINGS AT GROUND LEVEL. NO BUILDINGS EXISTED AT THE TIME OF THIS SURVEY. SURVEYOR'S NOTE. INSUFFICIENT GEOMETRY TO PLOT. (8) SQUARE FOOTAGE OF ALL BUILDINGS: NO BUILDINGS EXISTED AT THE TIME OF THIS SURVEY. (C) MEASURED HEIGHT OF ALL BUILDINGS ABOVE GRADE AT A LOCATION SPECIFIED BY THE CLIENT: IF NO LOCATION IS SPECIFIED, THE POINT OF MEASUREMENT SHALL BE 11. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RIGHT OF WAY CONTRACT" IDENTIFIED. NO BUILDINGS EXISTED AT THE TIME OF THIS SURVEY. RECORDED: OCTOBER 23, 1961 RECORDING No.: 1491152 B. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK AREA SHOWN ON SHEET 2. SURVEYOR'S NOTE: INSUFFICIENT GEOMETRY TO PLOT. 9. NUMBER AND TYPE OF CLEARLY IDENTIFIABLE PARKING SPACES ON SURFACE PARKING AREAS, LOTS, AND IN PARKING STRUCTURES. STRIPING OF CLEARLY IDENTIFIABLE PARKING 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. IN FAVOR OF. PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY SPACES ON SURFACE PARKING AREAS AND LOTS. NO PARKING SPACES EXISTED ON SITE AT THE TIME OF THIS SURVEY. PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM RECORDED: NOVEMBER 03, 1993 10. AS DESIGNATED BY THE CLIENT, A DETERMINATION OF THE RELATIONSHIP AND LOCATION OF CERTAIN DIVISION OR PARTY WALLS WITH RESPECT TO ADJOINING PROPERTIES. NO RECORDING No.: 9311030447 DIVISION OR PARTY WALL EXISTED AT THE TIME OF THIS SURVEY. SURVEYOR'S NOTE: EASEMENT NOW LIES WITHIN 20' UTILITY EASEMENT — AFN 9509235002 LYING ADJACENT TO 204TH ST. NE. 11. EVIDENCE OF UNDERGROUND UTILITIES EXISTING ON OR SERVING THE SURVEYED PROPERTY IS SHOWN ON SHEET 2 BY OBSERVED EVIDENCE: 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESTRICTIVE COVENANT" (A) PLANS AND/OR REPORTS WERE PROVIDED BY CLIENT (WITH REFERENCE AS TO THE SOURCES OF INFORMATION). NOT APPLICABLE RECORDED: NOVEMBER 19, 1996 (B) MARKINGS COORDINATED BY THE SURVEYOR PURSUANT TO A PRIVATE LOCATE REQUEST 1S SHOWN ON SHEET 2. RECORDING No.: 9611190047 SURVEYOR'S NOTE. DOCUMENT EXPIRED 09-09-2016 12. AS SPECIFIED BY THE CLIENT, GOVERNMENTAL AGENCY SURVEY—RELATED REQUIREMENTS (E.G., HUD SURVEYS, SURVEYS FOR LEASES ON BUREAU OF LAND MANAGEMENT MANAGED LANDS). THE RELEVANT SURVEY REQUIREMENTS ARE TO BE PROVIDED BY THE CLIENT OR CLIENT'S DESIGNATED REPRESENTATIVE. 14. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "VOLUNTARY MITIGATION AGREEMENT" RECORDED: MARCH 25, 1994 13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS IS SHOWN ON SHEET 2. RECORDING No.: 9403250743 �. SURVEYOR'S NOTE: NOT APPLICABLE, DOES NOT AFFECT THIS PARCEL. 14. AS SPECIFIED BY THE CLIENT, DISTANCE TO THE NEAREST INTERSECTING STREET IS SHOWN ON SHEET 2. 15. TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES AND ENCROACHMENTS AS CONTAINED IN RECORDED 15. NOT USED BY THIS SURVEY, NOT APPLICABLE. RECTIFIED ORTHOPHOTOGRAPHY, PHOTOGRAMMETRIC MAPPING, REMOTE SENSING, AIRBORNE/MOBILE LASER SCANNING AND OTHER LOT LINE ADJUSTMENT (BOUNDARY LINE REVISIONS): SIMILAR PRODUCTS, TOOLS OR TECHNOLOGIES AS THE BASIS FOR SHOWING THE LOCATION OF CERTAIN FEATURES (EXCLUDING BOUNDARIES) WHERE GROUND MEASUREMENTS ARE RECORDED: JANUARY 10, 2005 NOT OTHERWISE NECESSARY TO LOCATE THOSE FEATURES TO AN APPROPRIATE AND ACCEPTABLE ACCURACY RELATIVE TO A NEARBY BOUNDARY. THE SURVEYOR MUST (A) DISCUSS RECORDING No: 200501105157 THE RAMIFICATIONS OF SUCH METHODOLOGIES (E.G., THE POTENTIAL PRECISION AND COMPLETENESS OF THE DATA GATHERED THEREBY) WITH THE INSURER, LENDER, AND CLIENT PRIOR TO THE PERFORMANCE OF THE SURVEY, AND (B) PLACE A NOTE ON THE FACE OF THE SURVEY EXPLAINING THE SOURCE, DATE, PRECISION, AND OTHER RELEVANT 16. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT AGREEMENT" QUALIFICATIONS OF ANY SUCH DATA. RECORDED: AUGUST 26, 2005 RECORDING No.: 200508260877 16. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WAS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. SAID INSTRUMENT IS A RE—RECORD OF RECORDING No. 200503090656 17. PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, IF SUCH INFORMATION 1S MADE AVAILABLE TO THE SURVEYOR BY THE CONTROLLING JURISDICTION. NO EVIDENCE OF 17. THE FOLLOWING DEEDS AFFECTING THE PROPERTY HEREIN DESCRIBED HAVE BEEN RECORDED WITHIN 36 MONTHS OF THE EFFECTIVE DATE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. NO EVIDENCE OF RECENT CONSTRUCTION WAS OBSERVED THIS COMMITMENT: NONE AT THE TIME OF THIS SURVEY ADJACENT TO THESE PARCELS. 18. WE DON'T FIND ANY VOLUNTARY LIENS OF RECORD AFFECTING SUBJECT PROPERTY. INQUIRE A5 TO THE EXISTENCE OF ANY UNRECORDED LIEN 18. PURSUANT TO SECTIONS 5 AND 6 (AND APPLICABLE SELECTED TABLE "A" ITEMS, EXCLUDING TABLE "A" ITEM 1), INCLUDE AS PART OF THE SURVEY ANY PLOTTABLE OFFSITE OR OTHER INDEBTEDNESS WHICH COULD GIVE RISE TO ANY SECURITY INTEREST IN THE SUBJECT (I.E., APPURTENANT) EASEMENTS DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR IS SHOWN ON SHEET 2. PROPERTY. 19. PROFESSIONAL LIABILITY INSURANCE POLICY OBTAINED BY THE SURVEYOR IN THE MINIMUM AMOUNT OF $1,000,000.00 TO BE IN EFFECT THROUGHOUT THE CONTRACT TERM. CERTIFICATE OF INSURANCE TO BE FURNISHED UPON REQUEST, BUT THIS ITEM SHALL NOT BE ADDRESSED ON THE FACE OF THE PLAT OR MAP. SURVEYOR'S NOTES: 20. SANITARY/STORM RIMS AND INVERTS FOR PROPERTY, 1 AND UP AND DOWNSTREAM MINIMUM IS SHOWN ON SHEET 2. 1. "O" DENOTES 5/8 INCH REBAR WITH 1 INCH PLASTIC CAP MARKED "NWS & GPS 49276 & 509B2" SET BY THIS SURVEY. 2. "®" DENOTES NAIL WITH FLASHER MARKED "NWS & GPS LS.49276 & 50982" SET IN PAVEMENT BY THIS SURVEY. 3. "0" DENOTES REBAR AND CAP MARKED "HALVORSON LS.44632" FOUND BY THIS SURVEY. 4. "W" DENOTES CALCULATED POINT ONLY. 5. THIS SURVEY WAS PERFORMED BY STANDARD FIELD TRAVERSE USING A GEOMAX ZOOM90 TOTAL STATION WITH A CARLSON SURVEYOR 2 COLLECTOR/FIELD COMPUTER IN OCTOBER OF 2025. ACCURACY EXCEEDS 1:10000. i - VICINITY MAP '-._——._._._._——._._———_._. 6. THIS SURVEY TIED INTO STREET MONUMENTATION AND LOT CORNERS AS SHOWN AND RELIED UPON THIS SURVEY FOR BASIS OF BEARINGS. N.T.S. '`= ~ �:ti.• ,�� I I 7. THIS SURVEY WAS COMPLETED WITH THE BENEFIT OF FIRST AMERICAN COMMITMENT FOR TITLE INSURANCE COMMITMENT No. 81 1 1-6583476, i �`,,; -_~~ •`� i 1 1 DATED AUGUST 4, 2025. i ► `" -1 8. VERTICAL DATUM = NAVD 88 AND IS DERIVED FROM WSDOT MONUMENT ID 1488. I I 9. CONTOUR INTERVALS ARE 1 FOOT. CONTOURS ARE COMPUTER GENERATED FROM GROUND FIELD TOPOGRAPHY GATHERED FOR THIS SURVEY. _ S - , �`1' I I PORTION OF THE SW 1 4 SE 114, SECTION 11, ALTA NSPS LAND TITLE SURVEY 2041F1 ST NE _ - _ _ _ TOWNSHIP 31 NORTH, RANGE 5 FAST OF W.M, FOR ----I - 1�^-- 1 SNOHOMISH COUNTY, WASHINGTON NORTHWEST RESTAURANTS, INC. NORTHWEST SURVEYING & GPS, INC. BRETT 1012912025 25-423 y� -- ---- ! Jeromy M. DeMeyer, L.S. No.50982 ------ ---- i SECTION 11, TOWNSHIP 31 NORTH, Brett W. De Vries, L.S. No.49276 REVIEWED BY: DfR: 31 -05\113105 SHE _.._._.------_-'_._._�_._._. .__.� RANGE 5 AST' OF W.M. 40 PH.(360)� 354-1950 LYNDENASHINGTON NWSURVEY.COM SV1 JEROMY CRD: 113105GP.CRD 10/11 ALTAI NSPS LAND TITLE SURVEY FOR NORTHWEST RESTAURANTS INC. y' G o5o VIEW NOLYM�ORTIC P NEC % 30� PARCEL ID: 1 i• _ ,_._,_._,_,_,_,,.,_,_,_._.-,_._._,_,-,-,_,_,_--,,.._._._....,. _._,_._,_ ,_,_,_,_._,_,_.......... ,-„ 00847300001300 LOT 13 ' SSMH RIM EL=134. 30' ACCESS & UTILITY EASEMENT ,•,,.••'��2 EXTRUDED ............. U i 1 r AFN 9509285002 & „ RIABLE WIDTH AFN 200508260877 Y- I CL CHANNEL S-E-W CURB PAVEMENT "� so I IE=125A' = s, -»_______________________ __ � - CONCRETE i CL CHANNEL _____________________.» __-- S 89'14 31 E 138.23 _-- _ _ i-- N IE =125.2' -----_-___ ------ ---------- VA -S•-•- S----S-----s-,=--s----s----s--- s----s---_5-___s ...._s---.._s--_--s»-__s-___ ___5 _ ss -s----s--L-s--- �' SSMH RIM EL=131.91' - - __.____._._.-._._._._.-._._._,_.-._.-_._._._.�.._._.W.._._._._._. _._ CL CHANNEL E-W -so-- cB -sr;'- •� .�..-.-.._,_._,r ' IE=CHANNEL i WITNESS CORNER: SET CAPPED SD1 ................. i REBAR ON LINESOUTH.j CL CHANNEL zn7 i TBM EL-134.50' N IE =123.5' PARCEL B # ,•• �'� " SEE SHEET 1 FOR SURVEY NOTESC. LOT 1 t t- o LEGEND: i G i j Ma sD2 t w I ! ca _Sp_""_ __ cl NATURAL GAS LINE y�r)Us'z r S 9" MAPLE GRASS i 2 : ��•, �'`� �� ! --Sn•---Sa----sa--- STORM DRAIN LINE, ,t� w - i 1jl i.. y 1� WATER LINE SANITARY SEWER LINE 3` j ` SD4 C8 -�--- 50982 I i i i C8 SD3 .FGISTER I + --P----P----p--- OVERHEAD POWER LINE + L!? ! ..U�___.. _ UNDERGROUND POWER LINE M ! j r3S 01 ! FIB OP. UNDERGROUND COMMUNICATION LINK: j , �• t EDGE OF PAVEMENT a PARCEL A f <><><><><><><> QUARRY SPALLS m o ! •, ! o r -�•- POWER POLE w DRaP o i � �• OREILLY AUTO r / 0 27,645 SF �., "' ENTERPRISES LLC 204TH ST NE f " i 7815 204TH ST NE FOUND r -Q- FIRE HYDRANT EJD PLC p W �'1 PARCEL ID: CASED 7715 204TH ST NE N �`� 00847300000200 i MAPLE PARCEL ID: MONUMENT r D4 WATER VALVE PARCEL ID: i 00847300000100 La i ® WATER METER 00847300000300 0 / LUMINAIRE LIGHT 12" MAPLE r I o f COMMUNICATION PEDESTAL COMMUNICATION PULL BOX t 5� rj1 Q. i PV POWER VAULT SD6 ul f POWER TRANSFORMER PAD N ! !! J f !r m IRRIGATION BOX , r ► SD5 o co w i SIGN .......,. i EASEMENT NOTES: Ics r E1 20'X40' ACCESS EASEMENT PER AFN 9509285002 ! -20 �s f E3 20'X40' ACCESS EASEMENT PER AFN 9509285002 MOVED 10' TO £2 EAST PER BALDRIDGE BOUNDARY LOT LINE ADJUSTMENT, .yN CG�Gp� j GRASS p y £3 25X40' ACCESS EASEMENT PER AFN 200508260877. ` ----------------------- PV _ i - - - \�� 20' UTILITY EASEMENTPV �- PT \ _--u _/ i E1 Et [H] -uoP-_ O i �+ -uca- _ ..a,aP--_-UW-_ ...CGP__ ! N AFN 9509285002 j O j �` - -ucP-- -- -uoP PV \ k 136 i \ __ the •.., ,fig' ' _yr� __ _ OP+'---FIB OP ��.�y -P----P----P---P----P---!P» _ ,f?_..,_:p_ -P----P `f -p_ -P-___ ,c _� ...} r..r„->-- .._.,.. yy____ �� _ --_�___------- ------------------------------ -_-----_-_-___---�-• i „ 136 .., N ---P_».»-P a-. .�..� .»_ _P��• 89'14'31"W J25.37' -P- 4°" _p .. i7a5P 1' g fIa-oP- --- -P----P--- P-=�---- tw.,-' CONCRETE WALK i 137............................:" �. owo fo......................... O m _, SWALE ........................136• i SWALE O oj� " ......................................................................136...............:::..::::::...............................,,,. !g 138......... J�0 mo- 12 CMP .......................................t .............,.....137............,.. „f�,.. G IE=134.8' 'y� b FOUND CASED I r� MONUMENT • - -- -----_-._ .� _ _ S 89'1431"E 334.55' BASIS OF BEARNYGS) t STORM DRAIN INFORMATION: 204TH ST N.E. _ '�. DOUBLE YELLOW STRIPWG SDCB SOLID SDCB BEEHIVE RIM EL=136.0' 6" PVC STUB RIM EL=136.0' O O 12" PVC NE fE=135,5' Sp6 TOP EL=135.9'8" PVC E IE=128.7' SD3 16" PVC TOP=135.5' INV IE=134.2' SD1 6" PVC S IE=129.2'8" PVC W IE=128.8' SDCB SOLID RIM EL=137.0' PORTION OF THE SW 114 SE 114, SECTION 11, ALTA/NSPS LAND TITLE SURVEY 12" PVC N IE=132.0' TOWNSHIP 31 NORTH RANGE 5 EAST OF W.M, FOR SDCB SOLID RIM EL=135.8' SD4 12" PVC E iE=132.d o 20 40 ' NORTHWEST RESTAURANTS INC. " � " � curve Radius Length Delta SNOHOMISH COUNTY, WASHINGTON 12 PVC S IE=132.0 12 PVC SW IE=132.8 O 12" PVC W I E=132.6' I Cl 1 560,00 12.86 1'18 57 DATE: DRAWN BY. JOB No.: SD2 12" PVC NE IE=132.7' SDCB BEEHIVE RIM EL=137.0' SCALE: 1 INCH a 20 FEET 12" PVC E IE=132.0' Spy 12" PVC NE IE=138.9' NORTHWEST SURVEYING & GPS, INC. gRE7T 1012912025 25-423 16" PVC TOP=136.5' BASIS of BEARINGS = Jeromy M. DeMeyer, L.S. No.50982 (S 89 ST N.E.EBrett W. De Vries, L.S. No.49276 , (S 89'14'31"E} 407 5TH ST, LYNDEN WASHINGTON, 98264 REVIEWED BY: DIR: 31 -05\113105 VERTICAL DATUM = NAVD 88 PH.(360) 354-1950 NWSURVEY,COM JEROMY CRD: 113105GP.CRD SV2 11 /11