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20260331_PJ26-0095_ApprovedPlans
NE4 SECTION 28 TOWNSHIP 31,RANGE SE,CITY OF ARLINGTON,SNOHOMISH COUNTY TACOS TECAUTLAN FOR FE Sound Development Group B Y K CONSTRUCTION Mou,tVemon,WA 98273ANDDE ELOPMENT SERVICES T.I:360404-2010 P.O.Box 1705•1111 Cleveland Avenue,Suite 202 Mount Vemon,WA 98273 Tel:380-004-2010 SHEET REVISIONS: NO.DATE DESCRIPTION APPROVED ARLINGTON, WASHINGTON 1 10.16.25 PRE-PPP SITE PW .SCMPEL 2 12.06.25 SITE PDW/CIVILS i.ZEMPEL/P.SEVERIN 3 02.24.26 Cltt/OWNER it. EZEMPEUP.SEVERIN LEGAL DESCRIPTION: FILE #PJ26-0095 4 03.24.26 CITY/OWNER REVISIONS T.ZEMPEL/PSEVERIN LOT I CITY ARLINGTON BINDING SITE PLAN 633, AFN 202105055002,RECORDS OF SNOHOMISH COUNTY, SHEET INDEX WASHINGTON. FEBRUARY 2026 SHEET SHEET TITLE VERTICAL DATUM - NGVD29 NUMBER CALL 48 HOURS NAVE 88-NOVO 29=3.72 FEET. VERTICAL BASED ON CPS TIE USING WSEA BENCHMARK AS SHOWN HEREON.TOP NORTHWEST NUT OF FIREHYDRANT-121.34 FEET NAVD 88 C1.0 COVER SHEET BEFORE YOU DIG BASIS OF BEARING C1.1 EXISTING CONDITIONS, DEMOLITION & TESC PLAN 1.800.424.5555 BEARING FROM FOUND NORTHEAST SECTION CORNER MONUMENT IN CASE TO THE EAST QUARTER C.1.2 TESC DETAILS AND SPECIFICATIONS CORNER MONUMENT IN CASE AS SHOWN HEREON BEARS NORTH 02'02'30"EAST C.2.1 SITE DIMENSIONAL, WATER AND SEWER PLAN C2 C23 ARLINCTON MUNICIPAL AIRPORT AVICATION SITE GRADING PLAN .4 J EASEMENT STORMWATER PLAN AND PROFILES C3.1 CONSTRUCTION DETAILS 0` O WHEREAS,ARLINGTON 51ST STREET LLC,HEREINAFTER CALLED'GRANTOR',IS THE OWNER OF THAT CERTAIN C3.2 CONSTRUCTION DETAILS r PARCEL OF LAND SITUATED IN THE CITY OF ARLINGTON,COUNTY OF SNOHOMISH,STATE OF WASHINGTON,TO - WIT: C3.3 CONSTRUCTION SPECIFICATIONS Z J P HEREINAFTER CALLED'GRANTOR'S PROPERTY,AND OUTLINED ON THE ATTACHED MAP. NOW,THEREFORE,FOR GOOD AND VALUABLE CONSIDERATION TO THE GRANTOR,THE RECEIPT AND SUFFICIENCY C3.4 CONSTRUCTION SPECIFICATIONS 04 OF WHICH IS HEREBY SPECIFICALLY ACKNOWLEDGED,THE GRANTOR,ITS SUCCESSORS AND ASSIGNS,SUBJECT 172fvD ST NE O U TO THE PROVISIONS HEREIN CONTAINED,HEREBY GRANTS,BARGAINS,SELLS AND CONVEYS UNTO THE CITY OF Aaiy".ville -z - - -. r Jw ay ARLINGTON,STATE OF WASHINGTON,ITS SUCCESSORS AND ASSIGNS('GRANTEE'),FOR USE AND BENEFIT OF THE PUBLIC,A PERPETUAL EASEMENT AND RIGHT-OF-WAY OVER THAT PORTION OF THE GRANTOR'S a - O a W ABOVE-DESCRIBED LAND STARTING AT 292'MEAN SEA LEVEL(MSH,IN THE VICINITY OF ARLINGTON MUNICIPAL AIRPORT,FOR THE PURPOSE OF THE PASSAGE OF ALL AIRCRAFT('AIRCRAFT BEING _ a U. r DEFINED FOR THE PURPOSE OF THIS INSTRUMENT AS ANY DEVICE NOW KNOWN OR HEREAFTER INVENTED, 168TH ST HE "¢ USED OR DESIGNATED FOR NAVIGATION OF,OR FLIGHT IN THE AIR)BY WHOMSOEVER OWNED AND OPERATED G /A ' IN THE AIR SPACE TO AN INFINITE HEIGHT ABOVE THE SURFACE Of THE GRANTOR'S PROPERTY,TOGETHER >. fir/ z WITH THE RIGHT TO CAUSE IN SAID AIR SPACE NOISE,VIBRATION,VAPORS,EXHAUST,SMOKE,DUST AND ALL OTHER EFFECTS THAT MAY ARLINGTON CAUSED BY THE OPERATION OF AIRCRAFT UNDING AT OR TAKING OFF FROM, AI lu,�lt„i, 1 PROJECT �„� t� OR OPERATED AT,RA OR ON REBYIV MUNICIPAL AIRPORT,LOCATED IN RIGHT OR C COUNTY,STATE OF GRANTOR HAS GRANTOR HEREBY WAIVES,REMISES AND RELEASES ANY RIGHT OR CAUSE OF ACTION WHICH GRANTOR HA$NOW,OR WHICH GRANTOR MAY HAVE IN THE FUTURE AGAINST THE GRANTEE,ITS SUCCESSORS SITE ANY ASSIGNS,DUE TO SUCH NOISE,VIBRATION,VAPORS,EXHAUST,SMOKE,DUST AND OTHER EFFECTS THAT MAY BE CAUSED BY THE OPERATION OF AIRCRAFT LANDING AND TAKING OFF FROM,OR OPERATING ON OR NEAR THE ARLINGTON MUNICIPAL AIRPORT.THE GRANTOR FURTHER COVENANTS AND AGREES THAT UPON SAID LEGEND r iWWY PROPERTY(A)NO USE SHALL BE PERMITTED THAT CAUSES A DISCHARGE INTO THE AIR OF FUMES,SMOKE OR - T.'.i OUST WHICH WILL OBSTRUCT VISIBWTY AND ADVERSELY AFFECT THE OPERATION OF AIRCRAFT,NOR SHALL ANY —————— EXISTING RIGHT OF WAY LINE USE BE PERMITTED WHICH CAUSES ANY INTERFERENCE WITH NAVIGATIONAL FACILITIES NECESSARY TO AIRCRAFT EXISTING PROPERTY LANE AL PROPOSED SIGN OPERATION;AND(B)NO DEVELOPMENT OR CONSTRUCTION SHALL BE PERMITTED WHICH WILL INTERFERE IN EXISHNG ROAD CENTERLINE SD PROPOSED STORM DRAIN ANY WAY WITH THE SAFE OPERATION OF AIRCRAFT IN THE AIR SPACE OVER THE LAND DESCRIBED HEREIN OR - _ O AT OR ON THE ARLINGTON MUNICIPAL AIRPORT. - EXISTING PROPERTY CORNER PERT PROPOSED PERFORATED STORM PIPE THIS EASEMENT SHALL BE EFFECTIVE AND SHALL INURE TO THE BENEFIT OF THE GRANTEE,ITS SUCCESSORS So so EXISTING STORM DRAIN PROPOSED STORM CATCH BASIN AND ASSIGNS,UNTIL THE ARINGTON MUNICIPAL AIRPORT SHALL BE ABANDONED AND SHALL CEASE TO BE - - ® EXISTING TYPE 2 CB PROPOSED BIORETEN110N OVERFLOW USED FOR AIRPORT PURPOSES.IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THIS EASEMENT,ITS _ COVENANTS AND AGREEMENTS SHALL RUN WITH THE LAND,WHICH IS DESCRIBED HEREIN.THE GRANTOR,ON _ i521D STRPEi�;E ❑ EXISTING TYPE 1 CB ••••••••..••••• PROPOSED GRAVEL TRENCH BED t i BEHALF OF ITSELF,ITS SUCCESSORS AND ASSIGNS,FURTHER ACKNOWLEDGES THAT THE EASEMENTS HEREIN - - t52ntl St NE I Noitn r.ounty ------ EXISTING GRAVEL TRENCH BED SS PROPOSED SANITARY SEWER GRANTED CONTEMPLATE AND INCLUDE ALL EXISTING AND FUTURE OPERATIONS AT ARLINGTON MUNICIPAL YJil tltiie EXISTING SANITARY SEWER PROPOSED SANITARY MANHOLE AIRPORT,ACKNOWLEDGING THAT FUTURE AIRCRAFT NUMBERS AND TYPES WILL MOST LIKELY INCREASE AND _ ar c.,,�. NOISE PATTERNS MAY ALSO INCREASE,AND THAT THE RIGHTS,OBLIGATIONS AND COVENANTS HEREIN SET O EXISTING SANITARY MANHOLE PROPOSED SANI OR STORM CLEANOUT FORTH SHALL NOT TERMINATE OR VARY IN THE EVENT OF CHANGES IN THE RIGHT VOLUME OR NOISE, w EASING WATERLINE W PROPOSED WATERLINE I" TRAFFIC PATTERNS,RUNWAY LENGTHS OR LOCATIONS OR CHARACTERISTICS OR TYPE OR CATEGORY OF - M EASING WATER VALVE K PROPOSED WATER VALVE Z AIRCRAFT USING THE ARLINGTON MUNICIPAL AIRPORT,CITY OF ARLINGTON,STATE OF WASHINGTON. -6- EASING FIRE HYDRANT PROPOSED EXTRUDED WIND CURB O W EASING FDC W VICINITY MAP t �° PROPOSED CONCRETE SITE INFORMATION: / EXISTNG GAS LINE 0 PROPOSED PERMEABLE PAVEMENT SCALE: 1"= 1 3 MILE p EXISTING POWERUNE PROPOSED ASPHALT SITE PARCEL NUMBERS: 16620 51ST A00 SITE ADDRESS: 16620 51 ST AVENUE HE Fo EXISTING FIBER OPTIC sa PROPOSED CONTOUR U EXISTING FENCELINE C7 PROPOSED CHARGING STATION TOTAL SITE AREA: 38,898 SQ.FT.-0.89 ACRES EXISTING EDGE OF ASPHALT W LOT DIMENSIONS: 197.91 X 196.56'X 199.71'X 194,76' EXISTING CURB A GUTTER Q Uj SITE ZONING: GENERAL COMMERCIAL-MIXED USE OVERLAY 0 E%ISHNG CONCRETE USE CLASSIFICATION: MIXED-USE URBAN CENTER EXISTING ASPHALT LLJ PROPOSED DENSITY: N/A EA IFUGNG PERMEABLE ASPHALT ... O MAX BUILDING HEIGHT: 50' PROJECT CONTACTS: UTILITIES SERVING THE SITE CITY CONTACTS -------------- EXIST CONTOUR = BUILDING HEIGHT PROPOSED: 12-17, JeTP-X EXISTING SOILS TEST PIT VT BUILDING SETBACKS: FRONT 10',NORTH SIDE55.00'MIN.,WEST OWNER/DEVELOPER: WATER/SEWER TELEPHONE ARLINGTON PUBLIC WORKS-WATER&SEWER Zoning Approval SIDE 134.42'MIN.,SOUTH SIDE 41.35' ARLINGTON 51ST STREET LLC CITY OF ARLINGTON FRONTIER 154 W.COX PJzs-ooss ATTN:PAUL WOODMANSEE CONTACT:DEAN DUPREE ARLINGTON,WA 98223 SCHOOL DISTRICT: ARLINGTON SCHOOL DISTRICT 16 PO BOX 619 (360)653-5360 CONTACT: SHAUN HUSBY-SEWER FIRE DISTRICT: ARLINGTON FIRE DISTRICT SEDRO-WOOLLEY,WA 98284 EMAIL:SHUSBY®ARLINGTONWA.GOV simin:,a�enwn,,,e,es,a AIRPORT DISTRICT: SUB-DISTRICT A2 OF THE ARLINGTON AIRPORT PHONE:(360)755-3101 PHONE:360.913.4656 SITE AREAS: EMAIL:PAUL®BYKCONSTRUCTION.COM GAS: POWER: EXISTING IMPERVIOUS SURFACES TO REMAIN:16,570 SF-0.38 AC CASCADE NATURAL GAS SNOHOMISH COUNTY PUD CONTACT: TIMM SPRAGUE-WATER AmeResia LaWIiS ONa almore>�e,�uwiuwp' EX ISIING LANDSCAPING TO REMAIN:4,236 IF-0.097 AC ENGINEER: CONTACT:JIM HOBBS CONTACT:BRETT SMITH PHONEMAILE: SOUND DEVELOPMENT GROUP,L.L.C. (360)435-7512 PHONE:360.403.3525 NEW PGHS: 7,720 SF-0.177 AC ATTN:TAMMY ZEMPEL PAT SEVERIN PE 360.336.3876 / 18204ARLINGTON COMMUNITY&ECONOMIC DEV. S NEW NPGHS: 7,420-0.170 AC P.O.BOX 1705 18204 59TH AVENUE HE �O OF SN L NEW LANDSCAPING: 2,952 SF-0.068 AC MOUNT VERNON,WA 98273 CABLE ARLINGTON,WA 98223 CITY OF ARLINGTON Q c TOTAL IMPERVIOUS AREA: 31,710 SF PHONE:(360)404-2010 COMCAST TOTAL LOT COVERAGE-81.5% FAX: (360)404-2013 CONTACT:BUSINESS SVC.'S GROUP CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT EMAIL:TAMMY®SDG-LLC.COM CONTACT: JEN HAUGEN,PLANNER (877)824-2288 EMAIL:JHAUGEN®ARLINGTONWA.GOV ARCHITECT: PH: 360.403.3552 THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL GOMPUANGE WITH THE CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL q q 32226 a 0� CARLETTI ARCHITECTS CONTACT: THAD NEWPORT,DEV.SERVICES MANAGER FG/STERN C/O QUIENTIN SUTTER,IDLED GA EMAIL:TNEWPORTOARLINGTONWA.GOv APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF Fgs aNAL ENG`� PH:360.403.3434 THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS 116 E.VERNON,STREET,SUITE827 A SHEET. ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY 3/u/2s MOUNT vE WA sa273 CONTACT: KRISTN FOSTER,PERM17NG CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY, STATE PHONE: (360)424-0394 EMAIL:KFOSTER®ARLINGTONWA.GOV SCALE: AS NOTED EMAIL QUIENTIN®CARLETTIARCHITECTS.COM PH:360.403.3545 OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUIST10N AND COMPLIANCE OF DRAWN BY: T.ZEMPEL LANDSCAPE ARCHITECT: ALL APPLICABLE PERMITS AND10R AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT DESIGNED BY: T.ZEMPEL FOODS DESIGN LLC LIMITED TO,WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT C/o PATRIK DYLAN COMMERCIAL COMMERCIAL (N01), ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE DATE: 01.25.2026 PHONE: (360)419-7400 COMMERCIAL STALLSREOD BIKEPARKINGREO'D STALLS BIKERACKSISTALLS ENDANGERED SPECIES ACT. GRADING A 7777E : EMAIL: ECCOSDESIGN®GMAIL.COM JOB NUMBER: 78098-T THESE QUANTITIES ARE FOR PRELIMINARY PERMITTING PURPOSES USE SF (1/700 SF7 (20%STALLS REQ'D) PROPOSED PROPOSED ONLY. QUANTIHES REFLECT IN-PLACE MATERIAL,AND WERE DERIVED BY:_ DATE: DWG NAME 18098 TACOS.PLN3.DWG USING AUTOCAD CIVIL 3D,2026. RESTAURANT11 3647 36 7 69 10 Development Services Manager SHEET NUMBER: rRLPATIO SEATI 756 8 2 THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE CUT�6 0� TOTAL 44 9 69 10 1 CY NG SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL. C-1 ■O 1 OF 1 NE/4 SECTION 28 TOWNSHIP 31,RANGE SE,CITY OF ARLINGTON,SNOHOMISH COUNTY 20 O 20 SCALE: 1" = 20' NORTH TESC PLAN LEGEND - --- __ DEMOLITION NOTES: O --- Fo Eo a F0 — /�V EXISTING FDC LINE SHALL BE REMOVED OR ABANDONED IN-PUCE BELOW GROUND. s �� SYMBOL DESCRIPTION FO _D_-____ FO / . CONSTRUCTION ROAD STABILIZATION / 2. EXISTING FIRE SERVICE LINE SHALL BE DECOMMISSIONED AT THE EXISTING GATE VALVE,PER CITY OF ® BMP C705 WSDOT STU.PUN-80.10.-02 ss _ss_ LONGHOUSE TRAIL LANE ARLINGTON REQUIREMENTS. — SILT FENCE,STRAW WATTLES,OR OTHER SILTATION CONTROL Sound Development Group IX SSMH 1-2 ss 55�� BMP C233 OR C235,WSDOT STD.PLANS-30.17-00,130.30-01 ENGINEERING,SURVEYING&LAND DEVELOPMENT SERVICES sB SBT2O VE CB OF-1 ss ss 3. SAWCUT EXISTING WALK IN A NEAT,STRAIGHT AND CLEAN LINE,FULL DEPTH. BMP C152 SHALL BE _ # P.O.Boa 1705-1111 Cleveland Avenue,Suite 202 — ss o SILT FENCE,BMP C233,WSDOT STD.PLANS-30.17-00 }-�-- 55.22' ..— SB7'26'11'E 142.6= EMPLOYED,AND EXTREME CARE TAKEN TO PREVENT ANY CONCRETE DUST REACHING THE EXISTING PERVIOUS Mount Vernon,WA 98273 Tel:360304-2010 w W _ SSMH 51- PAVEMEN WATER AND VACUUM SHALL M EMPLOYED AT ALL TIMES WHILE SAW IS ENGAGED AND AS w--�_ NO_CONSTRUCTION ENT l a NEmED.T SAWCUTTINC SHALL NOT BE COMPLETED DURING ANY SIZE RAIN EVENT. INLET PROTECTION CATCH BASIN 1 W � EX 1 r w w __ IP Q° ( SHEET REVISIONS: a Aar CIF ■ IP --w 'hV RANGE w EX w 1., INSERT)BMP C220-WSDOT STD.PUN-40.20-00 ____ _ __--- - - W �4. IF CPA STRAIGHT IS DAMAGED DURING CONCRETE REMOVAL,EXISTING ASPHALT SHALL BE STAKEN TO PROVIDE A N0.DATE DESCRIPTION APPROVED ®■ "` — _—_— CLEAN STRAIGHT MATCH LINE. BMP C152 SHALL BE EMPLOYED,AND EXTREME CARE TAKEN TO PREVENT YEG RETAIN EXISTING VEGETATION AS POSSIBLE,BMP C701 1 10.16.25 PRE-APE SITE PUN TZEMPEL IF FANY CURING DUST REACHING THE EXISTING PERVIOUS PAVEMENT. WATER AND VACUUM SHALL BE 2 12.06.25 SITE PUN/CIVICS T.ZEMPEL/P.SEVERIN T CBI-2 PE IF vE EMPLOYED AT All TIMES WHILE SAW IS ENGAGED AND AS NEEDED. SAWCUTTING SHALL NOT BE ► CONCERETE WASHOUT,BMP C151 3 0224.26 CITY/OWNER REVISIONS TZEMPEL/PSEVERIN CB 11-1 IP r COMPLETED DURING ANY SIZE RAIN EVENT. 4 03.24.26 CITY/OWNER REVISIONS i.ZEMPEL/PSEVERIN o �--�► PLASTIC COVERING,BMP C123 y T5 TAKEN ASPHALT SHALL BE CUTTING DT AND REMOVED.BMP CI52 SHALL IC EMPLOYED,AND EXTREME CORE — — TAKEN TO PREVENT MY CUTTING DUST REACHING THE EXISTING PERVIOUS PAVEMENT. WATER AND VACUUM — �J — DUST CONTROL,BMP C140 ? I - SHALL BE EMPLOYED AT ALL TIMES WHILE SAW IS ENGAGED AND AS NEEDED. SAWCUTTING SHALL NOT a I�� PS PERMANENT SEEDING AND PUNTING,BMP C120 AND BMP T5.13 aBE COMPLETED DURING ANY SIZE RAIN EVENT. �� ■ F��■ W w EX.FIRE SVC&ROD STUBS 6. STRAW TO BE INSTALLED AT BASE OF STOCKPILES WHEN PLASTIC COVERING IS UTILIZED,TO EARLY GRAVEL BASE,BMP C107 ` o a PROMOTEE A A DID DISPERSED FLOW AND PREVENT EROSION. TBR TO BE REMOVED CALL 48 HOURS IF TBR '"GO s EX.2"WATER SVC STUB PS '� d i 7. CONSTRUCTION ENTRANCE SHOULD NOT BE REQUIRED DUE TO EXISTING ASPHALTED ACCESS AND EXISTING BMP C152-SAWCURING&SURFACING POLLUIION PREVENTION BEFORE YOU DIG CB 11-19 PEaF CB 11-20 e � O ® ---- w STRUCTURAL FILL ON SITE. 1.800.424.5555 EX 8"SO STUB `\� ��F IT IS THE CONTRACTORS(CESCL)RESPONSIBILITY TO PROVIDE APPROPRIATE ®�% STALL STRIPING TO BE REMOVED AS SHOWN. CONTRACTOR TO UTILIZE INDUSTRIAL VACUUM WHILE PROTECTION IN AREAS THAT WILL SUPPORT PROPOSED LID DEVELOPMENT S a REMOVING,CONSTRACTOR SHALL NOT UTILIZE WASH WATER DURING REMOVAL. DEBITS ROCK RESERVOIRS AND PERMEABLE PAVEMENT AREAS PRE NOTED ON THE DRAINAGE PLANS AND DETAIL SHEETS.MANY OF THOSE AREAS ARE rn d WITHIN CUT OR FILL AREAS.THE CONTRACTOR SHALL BE MADE AWARE OF U ■ `� THE TIMING(WITHIN 1 OF FILL OR CUT GRADE)OF NEEDED PROTECTION. ■ - C I CONTRACTOR SHALL DELINEATE/DEMARCATE ALL AREAS OF PROPOSED I EX 6"PVC SEWER STUB INFILTRATION(DEL WHEN GRADING IS WITHIN 2 OF FINISHED SUBGRADE, I� I DEMOLITION AND TESC NOTES: WITH HIGH MOBILITY FENCE BMP C103.HEAVY OR MBRATORY EQUIPMENT W TRAFFIC SHALL BE EXTREMELY LIMITED IN THESE AREAS WHEN WORK IS TO j P �I Z 1. CONTRACTOR TO COORDINATE LOCATION OF TEMPORARY POWER,WITH OWNER. BE COMPLETED IN THESE AREAS THE FENCING/OTHER APPROVED TYPE OF Z 2. AS SITE IS STRIPPED,GRAVEL BASE SHALL BE IMMEDIATELY PLACED IN PHASE DEMARGnoN SHALL BE REMOVED,THEN REPLACED WHEN WORK COMPLETE. O W PITY AREAS TO BE UTIUZED THAT ARE WITHIN A FILL AREA OF THE nNu 4 J 1 CONSTRUCTION AREAS TO MINIMIZE SOIL DISTURBANCE/SEDIMENTATION. AS DESIGN,sHAu BE EXCAVATED To A MINIMUM OF r BEN FAOL AND j _ J — Q THE BULK CUT AND FILL IS COMPLETED ON PHASES 2 4,TOPSOIL TO BE NATIVE PEN US MATERIAL REINSTALLED To A MAX of Sox COMPACTION, I W: 6 1� SDCO It-T I AND i0 THE APPROVAL OF THE GEOIECHNIGAI ENGINEER. SEE BMP NOTES / REPLACED AS SOON AS POSSIBLE,AND E MAINEEDD SHEET 4 a Ln 3. INTEGRItt OF EXISTING UTILITIES SHALL BE MAINTAINED. CONTRACTOR SHALL r V I if TBR Ln COORDINATE WITH UTILITY PURVEYORS THE CONNECTION AND LOCATION OF AREAS IMPACTED BY WORK,SHALL BE OVEREXCAVATED,To A DEPTH V EXISTING UTILITIES. SATISFACTORY TO THE GEOTECHNICAL ENGINEER,AND NATIVE OR 4. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER THE FILLNG AND SANDY p MATERIAL REPLACED,AND COMPACTED PER GEOTECHNICAL RECOMMENDAT W COMMENDATIONS O 12 I' oNs E. COMPACTION OF EXISTING TESTHOLES,TO VERIFY SUBGRADE STABILITY. a ■ I� TBR O O a I N TBR I I CI I •I M�ILA W ° TBR 3 I Z I 3 IF E%.8" O ESD STU EXISTING GRAVEL TRENCH BED INFILTRATION BED CONSTRUCTION: c Z IF _ 1 TIN CONSTRUCTION OF THE INFILTRATION BED AND PERMEABLE PAVEMENT BEGINS AFTER THE ENURE CONTRIBUTING DRAINAGE AREA HAS ;CB 11-18 PE P S I a 4 BEEN STABILIZED.THE PROPOSED SITE SHOULD BE CHECKED FOR EXISTING UTILITIES PRIOR TO ANY EXCAVATION. DO NOT INSTALL PERVIOUS Z CONCRETE OR POROUS ASPHALT IN RAIN OR SNOW,AND DO NOT INSTALL FROZEN AGGREGATE MATERIALS UNDER ANY OF THE SURFACES J J ■ '- aTEMPORARY EROSION AND SEDIMENT CONTROLS ARE NEEDED DURING INSTALLARON TO DIVERT STORMWATER AWAY FROM THE PERMEABLE C a d/ TBR I I 1 PAVEMENT AREA UNTIL IT IS CONSTRUCTED AND CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED BY A UNIFORM PERENNIAL C Z VEGETATIVE COVER WITH A DENSITY OF AT LEAST 70 PERCENT OVER THE EN _ O ARE PERVOUS SURFACE AREA,OR OTHER EQUIVALENT MEANS. Z c O 3 SPECIAL PROTECTION MEASURES SUCH AS EROSION CONTROL FABRICS MAY BE NEEDED TO PROTECT VULNERABLE SIDE SLOPES FROM o 'up DURING AND AFTER THE EXCAVATION PROCESS.THE PROPOSED PERMEABLE PAVEMENT AREA MUST BE KEPT FREE FROM SEDIMENT SDCO 11-2 O DURING THE ENTIRE CONSTRUCTION PROCESS. Q N ! 587'S7'24T 4 INLET PR TECTION ON ALL 3. CONSTRUCTION MATERIALS CONTAMINATED BY SEDIMENTS MUST BE REMOVED AND REPLACED WITH CLEAN MATERIALS d L m I� r a I F WITH ON CONSTRUCTION ROUTE U Z 4.WHERE POSSIBLE EXCAVATION STUDIED WORK FROM THE SIDES AND OUTSIDE THE FOOTPRINT OF THE PERMEABLE PAVEMENT AREA TO s WITHIN 3 OF THE PROJECT. - STRAW ( Z i WATTLES BACKE D BY SANDBAG w S I ,' I AVOID SOIL COMPACTION)CONTRACTORS SHOULD UTILIZE THE'CELL"CONSTRUCTION APPROACH,WHEREBY THE PROPOSED PERMEABLE W ? ���������� `iRA=WATTLES BACKEJY BY SANDBAGS I � In � O .� IP PAVEMENT CELL AREA 50 THAT THE CELLS CAN BE EXCAVATED FROM THE SIDE.THE EARTHEN BERMS SHOULD BE IMMEDIATELY STABILIZED W O ,+ �q o WITH STRUCTURAL FILTER FABRIC,MIRAFI I40N OR EQUIVALENT. THE FABRIC SHALL BE PLACED FROM EACH SIDE OF THE BERM SO THAT IT V o / I m CAN BE LIFTED BACK OVER THE RESERVOIR GRAVEL AND THE BERM TOP ELEVATION CAN BE LEVELED AND BROUGHT TO THE CORRECT LL O DESIGN ELEVATION. EXCAVATED MATERIAL SHOULD BE PLACED AWAY FROM THE OPEN EXCAVATION TO MAINTAIN STABILITY OF THE SIDE r L S 3 _ IP F WALLS. Q r IP s0 so sD F IP 5.THE NATIVE SOILS ALONG THE BOTTOM OF THE PERMEABLE PAVEMENT SYSTEM SHALL BE SCARIFIED OR FILLED TO A DEPTH OF 3 TO 4 LU I w EaF ' so F/F PCR I _ _______ INCHES PRIOR TO THE PLACEMENT OF THE AGGREGATE. THE PROPOSED SUBGRADE SHALL BE INSPECTED AND APPROVED BY THE = W ,aa ---- 6a a a GEOTECHNICAL ENGINEER. T_ O O C 4 0 6. GEOIEXFILE SHOULD BE INSTALLED ON THE SIDES OF THE RESERVOIR EXTENDING THE FULL BASE DEPTH. C 7.PROVIDE A MINIMUM OF 2 INCHES OF AGGREGATE AROUND UNDERDRAIN PIPES.WHERE AN LINDERMAIN PIPE IS CONNECTED TO A G 1 STRUCTURE,THERE SHOULD BE NO PERFORATIONS WITHIN AT LEAST ONE FOOT OF THE STRUCTURE.ENSURE THAT THERE ARE NO W YI PDECORATORS IN CLEAN-OUTS WTHIN AT LEAST ONE FOOT FROM THE SURFACE. IA L N 8. WILL SPREAD MAXIMUM 8 INCH LIFTS(6 INCH PREFERRED)OF THE RESERVOIR BASE/SUBBASE OR BASE STONE.MOISTENING THE AGGREGATE X r DURING SPREADING FACILITATE BETTER COMPACTION.COMPACT RESERVOIR LAYERS AS DIRECTED BY GEOTECHNICAL ENGINEER. cl 9.INSTALL THE DESIRED DEPTH OF THE BEDDING OR CHOKER LAYER,DEPENDING ON THE TYPE OF PAVEMENT. W \� 10,PAVING MATERIALS SHOULD BE INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS FOR THE PARTICULAR TYPE OF PAVEMENT. AFTER THE INSTALLATON IS COMPLETE,THE PERMEABLE PAVEMENT SURFACE SHOULD BE TESTED FOR ACCEPTANCE USING A MINIMUM L INFILTRATION RATE OF 100 INCH/HR USING ASTM C1701 STANDARD TEST METHOD FOR INFILTRATION RATE OF IN PLACE PERVIOUS CONCRETE. S G 3 THIS TEST METHOD CAN BE USED ON POROUS ASPHALT. 32226 .c RFG I STEREO FS3/ONAL ENG\ CITY OF ARLINGTON 3/24/26 CONSTRUCTION DRAWING REVIEW APPROVAL SCALE 7"=2W DRAWN BY: T.ZEMPEL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. DESIGNED BY: T.ZEMPEL BY: DATE 01.25.2026 Development Services Manager JOB NUMBER: 18098 Zoning Approval PJ26-0095 DATE: ___THIS APPROVALVALID FOR 18 MONTHS DWG NAME 18098 TACOS.PLN3AWG SHEET NUMBER: s-dbyA...I.IN C-1.1 Ameresia Lawlis ode ciryI Aning�an,wA', NE14 SECTION 28 TOWNSHIP 31,RANGE 5E,CITY OF ARLINGTON,SNOHOMISH COUNTY ESC-1 STANDARD ESC NOTES O SEEDING APPROVAL OF THIS EROSION AND SEDIMENT CONTROL(ESC)PLAN DOES NOT 28. FFSITE STORMWATER AND/OR GROUNDWATER TO BE DIVERTED AWAY FROM SLOPES& SEED MIXES: THE SEED MIXES LISTED BELOW INCLUDE RECOMMENDED MIXES FOR TEMPORARY DISTURBED AREAS NTH INTERCEPTOR DIKES,PIPES,OR STAES.OFFSITE STORMWATER CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.G.,SIZE SHALL BE MANAGED DIFFERENTLY FROM STORMWATER GENERATED ONSITE. SEEDING. THESE MI%ES,µITN THE EXCEPTION OF THE µETLAND MIX,SHALL BE APPLIED AT A AND LOCATION OF ROADS,PIPES,RESTRICTORS,CHANNELS,RETENTION FACILITIES, RATE OF 120 LBS/ACRE. THIS RATE CAN BE REDUCED IF SOIL AMENDMENTS OR SLOW-RELEASE UTILITIES,ETC.). FERTILIZERS ARE USED. ADAPTOR SKIRT 29, EXCAVATED MATERIAL TO BE PLACED ON UPHILL SIDE OF TRENCH. TRIM TO MUM RETRIEVAL STRAP 1. AS DIRECTED BY PUBLIC WORKS DIRECTOR PRIOR S, COMMENCING CONSTRUCTION, TEMPORARY EROSION CONIROL SEED MIX %WEIGHT %PURITY %GERMINATION 3"-5"OF GRATE ALL CRITICAL AREAS,INCLUDING WETLAND BUFFERS,STREAM CORRIDOR,LANDFILL 30, STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE CHESINGS OR RED FESCUE 40 98 90 0 AREAS,AND STEEP SLOPES SHALL BE CONTINUOUSLY DEMARCATED IN THE FIELD BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT TESTUCA PERENNIAL VAR.COMMUTATA oA FESIUCA RUBRA ANNLML OR MULTIWL RrE 40 98 90 USING FLAGGING TAPE OR FENCING. ADDITIONAL MEASURES,SUCH AS WASH PADS,MAY BE REQUIRED TO ENSURE THAT ALL LOLIUM COLON LOBEN OR LOLIUM PERENN i PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. RmiOP RO R MOM OR 10 92 35 2. EROSION CONTROL METHODS AND MATERIALS SHALL MEET REQUIREMENTS OF AGROSIIS uaA aR ACROSTIC TNUIS SECTION 8-01 OF THE APWA/WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 31. ANY PERMANENT FLOW CONTROL FACIUTY USED AS A TEMPORARY SETTLING BASIN WHRE DUTCH CLOVER 10 98 90 TRImuuM ROPERS sue' Sound Development Group AND STANDARD TS SET FOR ROAD,BRIDGE,AND MUNICIPAL AN GEMEN ON, SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL /! P P AND REQUIREMENTS SET FORTH IN VOLUME II OF THE"STORMWATER MANAGEMENT PROVIDE ADEQUATE STORAGE CAPACITY IF THE FACILITY IS TO NNCPON AS �i�� \ '(?z. 4g: 0 ENGINEERING,SURVEYING BLAND DEVELOPMENT SERVICES MANUAL FOR WESTERN WASHINGTON(THE TECHNICAL MANUAL)',BY THE ULTIMATELY AS AN INFILTRATION SYSTEM,THE TEMPORARY FAULTY MUST BE GRADED BIOSWALE SEED MIX(MODIFIED BRIARGREEN,INC.,HYDROSEBEING WIDE WETLANDS SEED MIX) O P.O.Box 1705.1111 Cleveland Avenue,Sude 202 WASHINGTON STATE DEPARTMENT OF ECOLOGY,CURRENT EDITION. THE SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE %WEIGHT %PURITY %GERMINATIONp Mount Vemon,NVA 98273 Tel:360404-2010 CONTRACTOR SHALL FOLLOW RECOMMENDAPONS MADE BY SUPPLIERS AND OF THE PERMANENT FACIDTY. 68 98 90 Ob Q GEOTEXIIIE FABRIC MANUFACTURERS OF MATERIALS AND EQUIPMENT USED. TALL OR MEADOW FESCUE p SHEET REVISIONS: 32. PRIOR TO THE BEGINNING OF THE WET SEASON1,ALL DISTURBED AREAS FESTUCA PINNDINACEA OR RSICU ELATION Ip 98 85 (OCT.( ) SFASIDWCREEPING BENTGRASS NO.DATE DESCRIPTION APPROVED 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION SHALL BE RENEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR A Ra5T6 PAWSTAI$ l0 90 80 OVERFLOW BYPASS WITH ALL CLEARING AND GRADING ACTVTIES IN SUCH A MANNER AS TO ENSURE THAT THE WINTER RAINS.DISTURBED AREAS SHALL BE SEEDED WTHIN ONE WEEK OF THE MEADOW m%TNL 1 10.16.25 PRE-APP SITE PLAN T.ZEMPEL SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATENSIXE C BEGINNING OF THE NET SEASON.A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND A CLPOCURUS FEATURES FOR PEAK STORM 2 12.06.25 SITE PLAN/CMLS T.ZEMPEL/P.SEVERIN LOVER 6 98 90 VOLUMES APPLICABLE WATER STANDARDS,AND MUST BE INSTALLED AND IN OPERATION PRIOR THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR. TRIFOIUM HYBAIDUM PROVIDE FULL WIDTH OF 3 92.24.26 CIIY/OWNER REVISIONS T.ZNKL/P.SDIRIN TO ANY GRADING OR LAND CLEARING. WHEREVER POSSIBLE,MAINTAIN NATURAL THE CITY INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO RECTOR 6 92 85 R=25'MIN. INGRESS/EGRE55 AREA4 03.24.26 CITY/OWNER REVISIONS T.ZEMPEL/P.SEVERIN AGROSIIS PL&4 _"-SEDIMENT VEGETATION FOR SILT CONTROL. PROTECT SURFACE WATERS,ADJACENT PROPERTIES,OR DRAINAGE FACILITIES. ACCUMULATION ESC-2 WET SEASON SPECIAL PROVISIONS 2•FAB NOWRIC GENERAL NOTES: 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR WETLANDS SEW MIX R WEIGHT %PURITY %CERMINAPON CEOTE%TILE FABRIC ,� 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY,OR UPON ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE ESC (OCTOBER -APRIL 30) AED FESCUE 35 90 90 4'-8°QUARRY SPALLS PLACEMENT OF A NEW CATCH BASIN. FACILITIES SHALL BE UPGRADED(E.G.,ADDITIONAL SUMPS,RELOCATION OF DITCHES RESIUCA RJERA GENERAL NOTES: AND SILT FENCES,ETC.)AS NEEDED FOR UNEXPECTED STORM EVENTS. ADDITIONALLY, REDTOP 35 92 85 MORE ESC FACILITIES MAY BE REWIRED TO ENSURE COMPLETE SILTATION CONTROL. 1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER AGRMTS NBA 1. 100'MINIMUM LENGTH.MAY BE REDUCED TO 50'MINIMUM FOR SIZES WITH LESS TOM ONE ACRE OF EXPOSED SOIL 2. SEDIMENT SHAH BE REMOVED FROM THE UNIT WHEN li BECOMES ONE THIRD FULL. CALL 48 HOURS MEASURES IS REDUCED TO TWO DAYS,RATHER THEN SEVEN. MEADOW FOXTNL 30 90 80 THEREFORE,DURING THE COURSE OF CONSTRUCTOR,IT SHALL BE THE OBLIGATION ALEPOCURUS RRATENSIS 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT,EMPTYING,AND AND RESPONSIBWTY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED 2. ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL BE SWEPT/CLEANED UP AFTER EACH DAY'S RE-INSERTING IT INTO THE CATCH BASIN. BEFORE YOU DIG MAY BE CREATED BY HIS ACTIVTIES AND TO PROVIDE ADDITIONAL FACILITIES OVER FOR MORE THAN 12 HOURS. SEEDING MAINTENANCE STANDARD$ WORK,OR AS REQUESTED BY THE PROJECT ENGINEER AND/OR Cltt OF SEDRO-WOOLLEY ENGINEERING DEPT. ,L� 9.800.424.5555 AND ABOVE THE MINIMUM REQUIREMENTS AS MAY BE NEEDED. (BMP C220)CATCH BASIN FILTER DETAIL / B 1 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE I. AM SEEDED ARRAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER WITHIN ONE MONTH SHALL TS TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE SIDS_ 5. ANY PERMANENT RETENTION NTH THEN FACIDTY USED AS A TEMPORARY SETTING STOCKPILED ON SITE. RESEEDED. IF RESEEDING R LEATHER PR VE ALTERNATE METHOD,SUCH AS SODDING OR NETS/BLANKETS, NOT TO SCALE 1. BASIN SHALL BE MODIFIED W1T1 THE NECESSARY EROSION CONTROL MEASURES AND SHALL BE USED. IF WINTER WEATHER PREVENTS ADEQUATE GRASS GROWTH,THIS TIME LIMIT MAY BE RELAXED. I. QUARRY SPALL6 SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACIDTY IS TO 4. ALL AREAS THAT ARE TO BE UNWORRIED DURING THE NET SEASON SHALL BE SEEDED 2. AFTER ADEQUATE COVER IS ACHIEVED,ANY AREAS THAT EXPERIENCE EROSION SHALL BE RESEEDED AND FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM,THE FACILITY WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. PROTECTED BY MULCH. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT,THEN ALTERNATIVE MEASURES TO KEEP THE SHALL NOT BE USED AS A TEMPORARY SETII NG BASIN. NO UNDERGROUND 3. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE MOISTURE,BUT NOT WATERED TO THE EXTENT THAT IT STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING OR AN INCREASE IN THE DIMENSIONS OF THE DETENTION TANK,DETENTION VAULT,OR SYSTEM,WHICH BACKS UNDER OR INTO A 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. CAUSES RUNOFF. ENTRANCE. j POND,SHALL BE USED AS A TEMPORARY SETTLING BASIN. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE .4 6. FIFTY LINEAR FEET OF SILT FENCE(AND THE NECESSARY STAKES)PER ACRE OF CLEANED BY WASHING DOWN THE STREET,EXCEPT WHEN SWEEPING IS INEFFECTIVE MD THERE IS A THREAT TO PUBLIC SAFETY. IF IT 6. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST DISTURBANCE MUST BE STOCKPILED ON SITE. IS NECESSARY TO WASH THE STREETS,THE CONSTRUCTION OF A SMALL SUMP OR POND SHALL BE CONSTRUCTED AND THE SEDIMEM GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE(EXAMPLE: WASHED INTO THE SUMP OR POND. r O ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). T CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 4. ANY ROCK SPADES THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. J 7. WHERE STRAW MULCH I$REQUIRED FOR TEMPORARY EROSION CONTROL,IT SHALL BE L APPLIED AT A MINIMUM THICKNESS OF TWO(2)INCHES. 8. SEDIMENT RETENTION DESIGN REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED 5. THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF MALL VEGETATION ROOTS AND OTHER OBJECTIONABLE NGMATERIALSHOULD THE GRAVEL V FOR THE SPECIFIC DESIGN FLOW. SHALL BE PLACED i0 THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE 8. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF SEDRO-WOOLLEY CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLANS. IF WASH RACKS ARE USED,THEY SHOULD BE INSTALLED ACCORDING TO H STANDARDS AND SPECIFICATIONS. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS MANUFACTURER'S SPECIFICATIONS. w ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. O O /N 9. THE ESC FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON 6. IF CONDITIONS THE SHE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH TH W PH APPROVED PLANS. LOCATIONS MAY BE MOVED TO SUIT FIELD CONDITIONS, E li 10. PHASING AND MORE CONSERVATIVE BMP'S MUST BE EVALUATED FOR CONSTRUCTION TH GRAVEL,THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM IY � ` E d r SUBJECT TO APPROVAL BY THE CITY OF SEDRO-WOOLLEY PUBLIC WORKS DIRECTOR ACTIVITY NEAR SURFACE WATERS. THE ENTRANCE i0 A SETTING AREA TO REMOVE SEDIMENT. AWASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND CITY OF SEDRO-WOOLLEY INSPECTOR. AND EFFECTIVE. N 11. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC N Z 10. A COPY OF THE APPROVED EROSION CONTROL PLANS MUST BE ON THE JOB SITE A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO RIGHTS-OF-WAY. THIS MAY REQUIRE A PERIODIC TOP DRESSING WITH 2-INCH STONE,AS CONDITIONS DEMAND,AND REPAIR AND/OR O O WHENEVER CONSTRUCTOR IS IN PROGRESS. A WELL VEGETATED,GENTLY SLOPING AREA.SINCE PUMPS ARE USED FOR DEWATERING, CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED,DROPPED WASHED OR TRACKED FROM VEHICLES IT MAY BE POSSIBLE TO PUMP THE SEDIMENT-LADEN WATER WELL AWAY FROM THE ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. I, 11. ALL LOTS ADJOINING OR HAVING ANY NATIVE GROWTH PROTECTION EASEMENTS SURFACE WATER 50 THAT VEGETATION CAN BE MORE EFFECTIVELY UTILIZED FOR V (NGPE)SHALL HAVE A FOUR(4)FOOT HIGH TEMPORARY CONSTRUCTION FENCE TREATMENT.A STRAW BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM (CYCLONE OR PLASTIC MESH)SEPARATING THE LOT(OR BUILDABLE PORTIONS OF THE THE DEWATERING PUMP.IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET �.I �T ,L� LOT)FROM THE AREA RESTRICTED BY THE NGPE AND SHALL BE INSTALLED PRIOR TO OF SUITABLE VEGETATION,OTHER FILTRATION METHODS SHALL BE REQUIRED. (BMP C10S TEMPORARY CONSTRUCTION ENTRANCE DETAIL ANY GRADING OR CLEARING AND REMAIN IN PLACE UNTIL A DWELUNG IS 12. THE FREQUENCY OF MAINTENANCE RENEW INCREASES FROM MONTHLY TO WEEKLY. NOT TO SCALE 1, r CONSTRUCTED AND OWNERSHIP TRANSFERRED TO THE FIRST OWNER/OCCUPANT. M 12. A CLEARING CONTROL FENCE SHALL BE INSTALLED AT THE DRIP LINE OF TREES 13. SOILS SHALL BE STABILIZED AT THE END OF THE SHIFT,BEFORE A HOLIDAY OR WEEKEND iY TO BE SAVED WHEREVER THE TREE CANOPIES EXTEND INTO THE AREA TO BE CLEARED. IF NEEDED,BASED ON THE WEATHER FORECAST. ON-SITE SUPERVISION SHALL BE PROVIDED WHENEVER EQUIPMENT MUST OPERATE JOINTS IN ALTER FABRIC UNDER TREE CANOPIES,AND FENCING SHALL BE REPLACED WHEN NECESSARY. SHALL BE LICED AT THE CLEARING CONTROL FENCE SHALL CONSIST OF A SINGLE STRAND OF WIRE ESC-4 FINAL SITE STABILIZATION NOTES POSTS.USESP STAPLES.WIRE ATTACHED ABOUT THREE(3)FEET HIGH TO WOOD LATH AT A TWELVE(12)FOOT RINGS OR EOUNALLNT TO ONSITE OFFSITE MAXIMUM SPACING AND FLAGGED WITH SURVEY RIBBON AT FOUR(4)FOOT INTERVALS. TO OBTAIN FINAL CONSTRUCTION APPROVAL,THE FOLLOWING CONDITIONS MUST BE MET: ATTACH FABRIC TO POSTS 1. ALL DISTURBED AREAS OF THE SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY 2'x 2"WOOD POSTS, 2'x 2"WOOD POSTS, 13. OFF-SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT I$DEPOSITED ON STABNZED.AT A MINIMUM,DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH STEEL FENCE POSTS, STEEL FENCE POSTS, THE PUBLIC STREET SYSTEM,THE STREET SHALL BE IMMEDIATELY CLEANED WITH OR EQUIVALENT FILTER FABRIC,MIRAFl OR EOUNALEM BY A HIGH LIKELY HOOD THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL 140 N,OR EQUAL, POWER SWEEPER OR OTHER EQUIPMENT. ALL VEHICLES SHALL LEAVE THE SITE WAY OF THE CONSTRUCTION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT APPROVAL.MULCH WITHOUT SEEDING IS NOT ADEQUATE TO ALLOW FINAL APPROVAL OF SECURED TO POSTS WOULD BE DEPOSITED ON THE PUBLIC STREETS. THE PERMIT,EXCEPT FOR SMALL AREAS OF MULCH USED FOR LANDSCAPING.THE ONLY 0 EXCEPTIONS TO THESE REQUIREMENTS ARE LOTS WITHIN A PLAT THAT ARE TO BE I I 2'x 2°BY 14 G4.WIRE OR Z WII DEVELOPED UNDER AN APPROVED RESIDENTIAL PERMIT IMMEDIATELY FOLLOWING PLAT I I EQUIVALENT,IF STANDARD Z 14. ANY CATCH BASINS COLLECTING RUNOFF FROM THE SIZE,WHETHER THEY ARE ON I I STRENGTH FABRIC USED. O Z OR OFF THE SITE,SHALL HAVE THEIR GRATES COVERED WITH FILTER FABRIC DURING APPROVAL.IN THESE CASES,MULCH AND/OR TEMPORARY SEEDING ARE ADEQUATE FOR I I CONSTRUCION. COVER. I I C 2. STRUCTURAL MEASURES SUCH AS,BUT NOT LIMITED TO,SILT FENCES,PIPE SLOPES y 15. THE WASHED GRAVEL BACKFILL ADJACENT TO THE FILTER FABRIC FENCE SHALL BE I I 1 I DRAINS,CONSTRUCTION ENTRANCES,STORM DRAIN INLET PROTECTION,AND SEDIMENT REPLACED AND THE ALTER FABRIC CLEANED IF IT IS NONFUNCTIONAL BY EXCESSIVE TRAPS AND PONDS SHALL BE REMOVED FROM THE SITE.MEASURES THAT WALL QUICKLY I �/ J SILT ACCUMULATION AS DETERMINED BY THE COUNTY. ALSO,ALL DECOMPOSE,SUCH A$BRUSH BARRIERS AND ORGANIC MULCHES,MAY BE LEFT IN INTERCEPTOR SWALES SHALL BE CLEANED IF SILT ACCUMULATION EXCEEDS PLACE.IN THE CASE OF SILT FENCES,IT MAY BE BEST TO REMOVE FENCES IN I I I I \\ In V ONE-QUARTER DEPTH. CONJUNCTION NTH THE SEEDING,SINCE IT MAY BE NECESSARY TO BRING MACHINERY LJJ F 16. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES,WHERE REQUIRED,MUST BACK IN TO REMOVE THEM.THIS WILL RESULT IN DISTURBED SOILS THAT WILL AGAIN I I i i MIN.4'x 4'TRENCH. 1,1 B7E OF SOUND QUARRY ROCK,PLACED TO DEPTH OF ONE(1)FOOT AND MUST MEET 1HE REQUIRE PROTECTION.THE CITY INSPECTOR MUST APPROVE AN APPLICANYS PROPOSAL LJ LJ BACKFlLL WITH NATME W FOLLOWING SPECIACAPONS:4°-8'ROCK/40%-70%PASSING;2°-4°ROCK/30%-40% TO REMOVE FENCING PRIOR TO 1HE ESTABLISHMENT OF VEGETATION.IN SOME CASES, L 6'MAX. SOIL OR 3/4"-1 1/2' Q SUCH AS RESIDENTIAL BUILDING FOLLOWING PLAT DEVELOPMENT,IT MAY BE f y WASHED GRAVEL PASSING;AND 1"-2^ROCK/10%-20%PASSING. APPROPRIATE TO LEAVE SOME OR ALL ESC MEASURES FOR USE DURING SUBSEQUENT POST SPACING MAY BE INCREASED DEVELOPMENT THIS SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS. TO 8'IF WIRE BACKING IS USED W Uj 17. IF ANY PART(S)OF THE CLEARING LIMIT;BOUNDARY OR TEMPORARY / \ ,/� EROSION/SEDIMENTATION CONTROL PLAN IS/ARE DAMAGED,IT SHALL BE REPAIRED 3. ALL PERMANENT SURFACE WATER FACILITIES,INCLUDING CATCH BASINS,MANHOLES, (BMP C233)SILT FENCE DETAIL / C` = W 0. IMMEDIATELY. PIPES,DITCHES,CHANNELS,R/D FACILITIES,AND WATER QUALITY FACILITIES, 1n Uj v, SHALL BE CLEANED.ANY OFFSITE CATCH BASIN THAT REQUIRED PROTECTOR DURING NOT TO SCALE 1. 18. ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM CONSTRUCTOR SHALL ALSO BE CLEANED. r SEDIMENT DEPOSITION AND RUNOFFOO NOT FLUSH CONCRETE BY-PRODUCTS OR TRUCKS NEAR OR INTO THE STORM DRAINAGE SYSTEM IF EXPOSED AGGREGATE IS 4, IF ONLY THE INFRASTRUCTURE OF THE SITE HAS BEEN DEVELOPED(E.G. FLUSHED INTO THE STORM SYSTEM,IT COULD MEAN RE-CLEANING THE ENTIRE SUBDIVISIONS AND SHORT PLATS)WITH BUILDING CONSTRUCTION TO OCCUR UNDER A DOWNSTREAM STORM SYSTEM,OR POSSIBLY RELAYING THE STORM LINE. DIFFERENT PERMIT,THEN THE SENSITIVE AREA BUFFERS,SENSITIVE AREA TRACTS, OR SENSIIVE AREA SETBACK AREA SHALL BE CLEARLY MARKED IN ORDER TO ALERT 19. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION FUTURE BUYERS AND BUILDERS. I MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE FACIUTIES S THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. MULCHING 20, THE CREDIT'S NAME IS: CHIP BACUS MULCH MATERIAL QUALITY STANDARDS APPUCAPON RATES ,` S 21. THE APPLICANT'S NAME IS:BASS PROPERTIES LLC. STRAW AIR-DRIED:FREE FROM 2'-3°THICK;2-3 BALES UNDESIRABLE SEED AND 2-3 BALES PER 1000 SO.FT. COARSE MATERIAL OR 2-3 TONS PER ACRE. Zoning Approval Q P r y 22. THE BOUNDARIES OF THE CLEARING OMITS SHOWN ON THIS PLAN SHALL BEIN WOOD FIBER NO GROWTH INHIBITING FACTORS APPROX.25-30 LBS. PJ28-0095 CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE(OR FENCING,IF CELLULOSE PER 1000 SO.FT.OR REQUIRED)PRIOR TO CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,NO 1000-1500 CBS PER ACRE DIS1llRBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED.THE CLEARING NO VISIBLE WATER OR DUST 2'THICK MIN.;APPROX. UNITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION COMPOST 100 TONS PER ACRE APPROX. 'Q ? DURING HANDLING. MUST BE ( wIy g9 acynme /11 32226 D (� QU CONSTRUCTION. 800 LBS PER YARD) s F E PURCHASED FROM SUPPLIER WITH A .� C'/BIER SOLID WASTE HANDLING PERMIT. - �. V 23. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC Ameresia LAIN;a Icy®�,un wa^�" S$AGNAL ENG SUPERVSOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCIONING. CHIPPED SITE VEGETATION AVERAGE SIZE SHALL BE SEVERAL INCHES 2'MINIMUM THICKNESS 3/24/26 WRITTEN RECORDS SHALL BE KEPT OF WEEKLY RENEWS OF THE ESC FACILITIES DURING THE WET SEASON(OCT 1 TO APRIL 30)AND OF THE MONTHLY REVIEWS DURING NOTE:MULCHING TO BE UTILIZED AS REWIRED TO PREVENT EROSION AS DIRECTED BY THE ENGINEER. THE DRY SEASON(MAY I TO SEPT.30). MULCHING MAINTENANCE STANDARDS SCALE: AS NOTED 24. ANY AREAS OF EXPOSED SOILS,INCLUDING ROADWAY EMBANKMENTS,THAT WILL 1, THE THICKNESS OF THE COVER MUST BE MAINTAINED. CITY OF ARLINGTON DRAWN BY: T.ZEMPEL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING CONSTRUCTION DRAWING REVIEW APPROVAL THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC 2. ANY AREAS THAT EXPERIENCE EROSION SHALL BE REMULCHED AND/OR PROTECTED WTH A DESIGNED BY: T.ZEMPEL METHODS(E.G,SEEDING,MULCHING,PLASTIC COVERING,ETC.). NET OR BLANKET. IF THE EROSION PROBLEM IS DRAINAGE RELATED,THEN THE PROBLEM 25, ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL SHALL BE FIXED AND THE ERODED AREA REMULCHED. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE DATE: 01.25.2026 BE ADDRESSED WITHIN FIFTEEN(15)DAYS. CONDITIONS ON THE TITLE SHEET. JOB NUMBER: 18098 26. THE ESC FACILITES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A DWG NAME 18098 TACOS.P1.113MIYG MINIMUM OF ONCE A MONTH OR WHEN FORTY-EIGHT(48)HOURS FOLLOWING A STORM BY: EVENT. Development Services Manager SHEET NUMBER: 27. AT NO TIME SHALL MORE THAN ONE(1)FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN.ALL CATCH BASINS AND CONVEYANCE LINES DATE: THIS APPROVAL VALID FOR 18 MONTHS SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. NE/4 SECTION 28 TOWNSHIP 31,RANGE 5E,CITY OF ARLINGTON,SNOHOMISH COUNTY 20 ? 20 SCALE: 1" = 20' 26 20 NORTH SCALE: 1" = 20' NO Z H d d d 4 FO D Fq FO - ----- d °d FO LONGHOUSE TRAIL LANE L sarz6't1"E �.-. 55�55�_� Sound Development Group j 55.22' S87'26'11"E 142.69 LONGHOUSE TRAIL LANE 55�� ENGINEERING,SURVEYING B LAND DEVELOPMENT SERVICES P.O.Box 1705•1111 Cleveland Avenue,Suite 202 -a R .. -- _ Mount Vernon,WA 98273 Tel:360404-2010 ■ 14 w W W W w WT1 SHEET REVISIONS: ■ NON-DOMESTIC SERVICE: EXISTING 2"SETTER TO BE REPLACED WITH A 1" N0.DATE DESCRIPTION APPROVED EXISTING 2"STUB INTO PROPERTY TO BE REDUCED t 12.06.25 PRE-PPP SIZE PLAN T.ZEMPEL TO 1°WITH FITTINGS AS NEEDED 2 12.06.25 SITE PLAN/CIVICS i.ZEMPEL/P.SEVERIN 9.0' PROP BED 3- FENCE,TO BE '�0 1-1"DCVA 3 02.24.26 Cltt/OWNER REVISIONS T.ZEMPEL/P.SEVERIN 7 19.0' DETE MINED B OWNER. 43 LF HDPE CTS CL 200 SVC PIPE 4 03.24.26 Cltt/OWNER REVISIONS T.ZEMPEL/P.SEVERIN gJ d 13 I0 It13 1-IRRIGATION DEDUCT METER WITH DCVA PER 25.0'. a e A LANDSCAPE IRRIGATION PLANS(LOCATION NOT ■ E9C1§T CONCWALIP d d SHOWN) d ° d ECc d d d CALL 48 HOURS 74 28 39 R3.o' 6JI�I 1a:0' d ° 39 66In ° W. TW o W BEFORE YOU DIG -u CONCRETE PATIO � U - - - °5' 13a.42' � 1.Ir ovERHANc 3.1 ,� � � � 1.800.424.5555 ■ s4C' m`a a I WATER NOTES: .NOTE 2 17O'�! ■ TYR PROPOSED TAC 10BO, OS TECALITLAN �- PROPOSED TACOS TECALITLAN 1. CONTRACTOR TO COORDINATE WUILDING ITH q TYRd RE ELEV=122.0 S J■ a RE ELEV=122.0 C 25A' 3.1 13,647 IF W S 7 - 3,647 SF PLANS,FOR DOMRAL ESTIC WATERLINE WATTERLINE ENTRANCE 49 J ' Z I TO BUILDING. J C - 56S' uJ 2. CONTRACTOR TO COORDINATE WITH PUGET Z d sy, SOUND ENERGY AND THE MECHANICAL O PLANS PRIOR TO CONSTRUCTION. _ ■ C 90 s.D' 31 j�I 1a.5' C Q I\ _� _ lo. 3. CONTRACTOR TO COORDINATE/VERIFY j ` ■�� _ 3.T 31 PROPOSED SIZE AND LOCATION OF ALL r 21.0' I °d Lt1 I S `�_ UTILITIES WITH RESPECTIVE BUILDINGS Q C 24.0' - 20C' S I MECHANICAL PLANS ,,++ h 4. CONTRACTOR TON O VERIFY LOCATION AND V ° 364' I I m ° I DEPTH OF ALL EXISTING UTILITIES PRIOR TO W 2 W i CONSTRUCTION. CONTRACTOR SHALL ` 5.0' NOTIFY ENGINEER IMMEDIATELY IF A r S+" 125 DISCREPENCY EXISTS. ■ - 5. WATER SERVICE SHALL BE CONSTRUCTED //► Z 17.0' NOTE 1 - ❑ ❑ - PICNIC �r/ ■ 2. AREA - - I `�'O+ AS SHOWN ON THE CURRENT CITY °. .1 STANDARD DETAIL. O 0 A 1.0''OV OVERHANG 24.0' a So WATER SERVICE LINE INSTALLATION V 22 L ECC 8 - 9.2' I - 141 24.9' iy ■ 154.15' 1.0'OVERHANG ° 2O O 14.0' d e C d 20 16.'It, C. 22 -++ 8.0' 1.1:5' - 21,28' H 3.T 31 240' SCALE: 1" = 20' Z 27 WSz c. s3 c. c cs9 � a I NORTH R.0' ECC H Q T �' R30' 67 18'. -3.1 a ss- n ■ d �.ao I - 's�ss sa72s'n"E 1az.69 LONGHOUSE TRAIL LANE �- Q O w W a °RI5.0' EXIST.CONC WA � - ------- A/ I C R3.0' RIC' W W W j a Z li 31 22 W 0 O W N I I 587*57'24°E -� , � ad 3 ULLI WC v/ d - Z EXISTING SSNH N1-31 39 n d W W e,� w E==21 6.65 a W 8ELN 6465 NIF Q Rn e"our N=116.55 PROPOSED MONITORING ssMH In = SANITARY SEWER NOTES �_ W .RIM ELEV= 1.04= IS 8"IN BE=118.07 PROPOSED TACOS TECALffIAN EE EELEV1220 1. 22 DRAINAGE FIXTURE UNITS FLOWING TO Y/EX 6°PVC,S DOUG - EX.IE 6'OUT W=116.93 = 3,647 SF THE GREASE INTERCEPTOR,PRE TABLE s 10143.E of THE UNIFORM PLUMBING 49 DIMENSIONAL SITE PLAN S � d CODE THE INTERCEPTOR MUST HAVE A SITE NOTES- PRDPOSED SSCO Ira MINIMUM VOLUME OF 1000 GALLONS, it 1. HANDICAP ACCESS RAMPS SHALL BE CONSTRUCTED PER WSDOT RIM"INRILE =1=I 2. CONTRACTOR TO COORDINATE WITH IE 8'IN E/W IT 118.88 ARCHTIECTURAL AND BUILDING STD.PLAN E40.12-03E - - - INSTALL PER Cltt S MECHANICAL PLANS FOR LOCATION AND 4 S d DETAIL S5 1 F ELEVATION OF SEWER PENENTRATION. 2.ELECTRIC CAR CHARGING STATION SHALL BE INSTALLED PER - �e�. S 0.10 - S IT6'WC, 3. SEWER MANHOLES PER CITY OF ARCHITECTURAL AND ELECTRICAL PLANS. CONTRACTOR TO PROVIDE O '`1ay S-0.0100 �eioc ARLINGTON STANDARD DETAIL SS 130. Q-�G OF - SN LAC REQUIRED CONDUIT. w 4. ALL MANHOLES SHALL BE INSTALLED WITH S PROPOSED SSCO#T1 P C - - �Q2S RIM ELEV=121.88 o d Z A MANHOLE PAD PER ARLINGTON IS 8"IN E/W=119.22 w STANDARD DETAIL SS-070. NSINl B'PYC I7tE ° INSTALL PER CITY DETAIL SS-O80 Q N Q 526 =0.0100 TO BLDG t~ .c RFCI STEREq PROPOSED SSCS IT2 SST1 °. 1 U) FSS/ONAL ENO` 3/24/26 RIM ELEV=121.79 E 8"IN E/W=11891 d 2 LF 6'PVC, I SCALE: 1"=20' INSTALL PER CITY 5=0.0100 CITY OF ARLINGTON - ss-o80 a tF s'PVC, ° CONSTRUCTION DRAWING REVIEW APPROVAL 3a s=a.a no I DRAWN BY: T.ZEMPEL COMMERCIAL COMMERCIAL - - a DESIGNED BY: T.ZEMPEL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE COMMERCIAL STALLSREq'D BIKE PARKINGREq'D STALLS BIKERACKSISTALLS � � - C DATE: 03.24.202E USE SF (7/100 SF) (20%STALLS REQ'D) PROPOSED PROPOSED CONDITIONS ON THE TITLE SHEET. SEWER SERVICE INSTALLATION ss-T1 JOB NUMBER: 18098 BY:_ INSTALL CUZ CONCRETE 1000 GALLON GREASE ZoningApproval DWG NAME 18098 TACOS.PLN3.DWG RESTAURANT IXT.SF 3847 36 7 fig 10 Development Services Manager INTERCEPTOR,OR EQUIVALENT PP PATIO SEATING 786 8 2 IE s"IN E=119.20 PJ26-0095 SHEET NUMBER: DATE: _ THIS APPROVALVALID FOR 19 MONTHS IE s"OUT W=118.95 TOTAL 44 9 69 10 oy C2.1 ALL STALLS DEDICATED TO TACOS TECALITIAN a DN, S.n,.9 Ameresia Lawlis o°��N.�N,���9�o..wA. 20 O NE/4 SECTION 28 TOWNSHIP 31,RANGE 5E,CITY OF ARLINGTON,SNOHOMISH COUNTY PROFILE SCALE: 20 HORIZONTAL:1°=20' 61 LONCHOUSE TRAIL LANE VERTICAL:1°=5' SCALE: 1" 20' YD NT1-121N MIN W/2'SUMP,SOLD TOP RIM=121.83 IIN -119.23 uo I O T 1EIE1 11 s°SD 1N,S=n9.23 135 135 135 135 IF 6"SO OUT,W=119.23 PROFILE SCALE d w HORIZONTAL:1"5'20' s ALINE i I CB NT1 0 00 d - py g 8 m VERTICAL:1°=5' 8^ 000 _ _ - t^� ^^II o `d 8ei^ 88 R'a _ a i 130 - 88wa 130 w- w_a = s ^ 30 t# $ 8 w _ 13o Sound Development Group pERF CB N7 20 CB$72 1 - W W o VJ ' o m m v g I II - a s z ENGINEERING SURVEYING&LAND DEVELOPMENT SERVICES 24 8" ���3w zz� II ��_ - r� 3w � ^� 1 B=O.00ppERF, S YDTNTI - I g o=__ ^8 3 N -$ <?W s�� P.O.Box 1705•1111 Cleveland Avenue,Su to 202 8'i,�zzo ��� I NNm IN&gym Mount Vemon WA 98273 Te13604042010 8 LF 8"PEKE, 1 INSTALL TRENCH DRAIN PER DETAIL 8 G�W W W X^�+� 8^ m� - - s=o'0000 m d w -'• m m m ��$ a SHEET REVISIONS: 1 D/c2.2 25 125 3 IIEn 8 W W W 1 22 OF 8"PERF, iQ w w w W 125 tPERF, -- 125 N0.DATE DESCRIPTION APPROVED PROPOSED TACOS TECALRIAN w 8 LF 8"PERF, 5=0.0000 1 10.16.25 PRE-APP SITE PWV T.ZEMPEL TF ELEV=122.0 s40000 2 12.24.26 SITE PLW/CNLS i.ZEMPEL/P.SEVIAIN 3.647 SF 3 02.24.26 Cltt/OWNER REVISIONS T.ZEMPEL/P.SEVERIN 4 03.24.26 CITY/OWNER REVISIONS T.ZEMPEL/P.SEVERIN 29 LF 8°PERF,5=0.0000 105 LF 8°PERE,S=0.0011 29 LF 8°SD,120 --- 120 120 - S=0.00417 120 121.02 $DCO N7 O CALL 48 HOURS 121 9 I ? p W BEFORE YOU DIG 121.29 ? Q 115 Ex.81N CAP 115 ddd STA 0129.45,000' 115 FINISH GROUND ELEVATION EXSITNG GROUND ELEVATION �1•8��.424.5555 CONTRACTOR TO ExTEND Ex. 0.00 L% PER PIPE MATCHING D-LINE SDCO T '1 - �� ELEVATION AND DIRECTION. Ln IF 8"PVC=119,12 CCQQ Z J Z O - 110 110 I _ 1.00 y FINISH GROUND ELEVATION EXSITNG GROUND ELEVATION ((�� l�` j OA it j ° �. J fi LF 8"PERF, - �I - tb I a -O•�f00 0-75 ` O 5=00000 e iI � I � m r 29 LF A-LINE sD GIN 1' =o.004iD` 1 42 C-LINE I r F F D-LINE PROFILE n 1 CB NT4 0.73 J H CB NT3 a -0-10 0.00 1.00 1-75 H a V pFS�NTt�I 24 LF 8"PERF, ,+ 0 50• S=0.0000 I yUj v . 7 o-�NE --- �4S<FBcI G p9�. d W O 0H9D-L A-LINE PROFILE PE F aCB NT 51 U 8 PEF,S=00000 'BNT 1 20 0 B-LINE !-LINE 20 N Z 0.00 SCALE: 1" = 20' Q CB Nrs NORTH V V 19 OF B"SD, COCO N1-2 S O.OD57 v W w r -�..-� 199.77' 1 / PROFILE SCALE ---- - - - EXISTING GRAVEL TRENCH BED EXTENTS VERTICAL 1 S87'S7'24"E �� 04 HORIZONTAL:1"=20' - -_ pe- - : °=5' CB N-2 p RF Ear W - I 135 135 PE F EeF _ aF I ce N1 1 TEXISTING GRA EL TRENCH BED EXTENTS IG 4 I o d -! a= s o $$8 � ► - a GENERAL STORMWATER NOTES.' 1^ 130 == 130 I PROPOSED GRAVEL TRENCH BED E%rEXTENTS - �- g= 1. ALL DOWNSPOUTS SHALL BE CONNECTED TO A CONCRETE INLET STRUCTURE WITH 8 s a I _8 II II R so SUMP,YARD DRAIN,CB TYPE I OR IP,PRIOR TO DISCHARGING TO THE INFILTRATION & So -8 II m d=; pen, CB N1-20 I PERF TRENCH. SEE ARCHITECTURAL PLANS FOR DS CONNECTION POINTS. 8 53.0' S a Q EsWog�� 1='�mam ys 1 z a N 25 � sww sin�W_WW 125 1 1 0 LU , 135 135 - 1 1 = a h W U 8 8 s s 8 S g s 8 8$a 8 s zo _ - --4 LE 6'PERF s=o 000o I zo ' ; '• Q a g 5 130 M _ i - 'I $. i I 13 I 1 li ; soc0N1-r W a s m. PROFILE SCALE u me W m .'���. Son i5oo `ei°? �19 tF 8°SD, wl LIJ f 'o VERTICAL HORIZONTAL:1:1"=20' n I e« - n 5=0.0052 VERTICAL 1" 5' =p 51R -gg,g,� �.+ �N 115 115 - �I mm N ES G'a W W W 8 WE `G,'a W W W_8 ter.,'-y+W W W `8 in&W W FINISH GROUND ELEVATION EXSITNG GROUND ELEVATION 1 O 125 $`G W - 125 22 LF 8°PERT, a 1 • - _24 LF 8°PERF, 'V _ F wl �I 120 103 LF 8°PERF,S=0.0000 S-0.0000 120 -_________ ___________ ________________________ -0-10 0-00 0.80 m 24 OF 6°PERF, C-LINE PROFILE S=o.0000 II its its 1 SD PERF el T - el - 1 58.1' FINISH GROUND ELEVATION EXSITNG GROUND ELEVATION I a 1 N R FO/STERE 32226 ,D (�Q PFaF I� 110 110 j PROPOSED GRAVEL TRENCH BED EXTENTS I Di FS3/OVAL EN V EXISTING GRAVEL 3/24/26_TRENCH BED E%TENiS a a m CITY OF ARLINGTON l SCALE: 1"=20' CONSTRUCTION DRAWING REVIEW APPROVAL 1 J>co N1-2 DRAWN BY: T.ZEMPEL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE ��" ..�71� 1 DESIGNED BY: T.ZEMPEL -0.10 0.00 1.00 2.0®05 CONDITIONS ON THE TITLE SHEET. S87.5'24°E ��'�� I DATE: 01.25.2026 _ _ EXISTING GRAVEL TRENCH_BED EXTENTS 1"'BY: ___ _ ---------- - - I x I 106 NUMBER: 78098 Development Services Manager ----'- B-LINE PROFILE I DWG NAME 18098TACOS.PLN3.DWO DATE: THIS APPROVAL VAUD FOR 1 B MONTHS GRAVEL TRENCH BED EXHIBIT SHEET NUMBER: ZUP z,g Appmval C2.3 Ameresia L °'w'ea NE/4 SECTION 28 TOWNSHIP 31,RANGE 5E,CITY OF ARLINGTON,SNOHOMISH COUNTY 20 0 20 SCALE: 1" = 20' 20 0 20 D __ NORTH I y� SALE - �o NORTH D o?o p d ------ a d FO -55�85 '-&SSI I I' SS SS- SD i SD i �P-1F-GGR� LONCHOUSE TRAIL PF CB$1-20 Pear Sound Development Group W W W, CES -.. LANE '1 3p Pot B.RIN705-11I11 Cevela dAvee e,SuNG&LAND DEVELOPMENT it. -� 111% Mount Vemon WA 98273 Te13604042010 1ER -W _Jy- W W 0.42% ■ �__ ■ _ - SHEET REVISIONS: NO.DATE DESCRIPTION APPROVED CB$-2 v �v� + - 1 10.16.25 PRE-PPP SITE PLAN T.ZEMPEL r CB$1 1 1' c 2 12.06.25 SRE PLW/CINLS i.ZEMPEL/P.SEVERIN - 031 4 3 02.24.26 CITY/OWNER REVISIONS T.ZEMPEL/P.SEVERIN 4 03.24.26 CITY/OWNER REVISIONS T.ZEMPEL/P.SEVERIN I 9 200% ' 2� J O 4 _� ■ _,' o CB$T1 RD - 121.5 121.70 121.78 121 02 SDCO$I 1 120.78 12I.74 I21.73 d CB$1�19 vEar ' CB$1-20 D 12124 E I2T23 CB$T2 - NOTE 5 W i '_�__ CALL 48 HOURS 1 21.68 121.67 IN j1 BEFORE YOU DIG 121.18 121.17 12. 12120z° 121.25� ;� 121 29 Oy 00% � zo Q 7.800.424.5555 21. ■ 1 12,71 i I 21 1 121 21 - PROPOSED TACOS TECAUTLAN � .54 I I -❑120.81 I+ SS d FF E1EV=122.0 1 3,647 SF _ a 120.98 120,82 _ _ C121.52 I 'I tiq%e Q s s I � ■ 121 Oz SDCO$1 T 12175 ---- 121.48 ■ I - I -12125 I -'-- 121.23 2 121.22 laF _GRADEBREA_K_ r a I 121.19 I 12 ; a p CI a' 11 1.75 a5 25 w 121.29 121.47 121.25 30 12. C- 3 soco$Tz a i,� c� e� _ O W I e3 121 D7 ° [J i a I 12178 ,I 121.74 12L2s q ■ 121 ze 1�1 121.za ■ 121.22 121.25 121.OI 4 3 I a1 I 0 122 42 120.98 d O �121.92 122.27 I �: SDCO$1-2 OFS$T7 I SDCo 121.69 ' i4'■ 3 12 lzz235 oa 1 CB �■ I SD 21.19 $ aear ce$r3 � � GRADING EXHIBIT I 122.11 122.03 el I, 12a85 12210 1 1 121.7s 122.40 122.40 121.83 3 122.38 12224 12232 12203 121.2s 121.90 721.60 12190 121.90 F 121.70 121.10 72I.82 121.83 121.40 v 12242 121.20 ' I $,-18 2238 a a Y T 1.51 21 s7 ,z1sa N0 E s B$T7 I GRADING SHEET NOTES.' Z d ■ d 12259 12184 121.04 120 9 - p CB$T5 d. 122.09 122.34 121.84 121.47 121.66 1. ALL SPOTS SHOWN IN ASPHALT AREA ARE FINISH ASPHALT ELEVATION. 121,84 121.16 2. FOR FENCE CONSTRUCTION,SEE ARCHITECTURAL PUNS. ,--121.34 120.97 ' 12Q.8 F 3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE TO STORMWATER COLLECTION I ' 122.09 121 84 I FEATURES. J 121.54 1 SDCO$1-2 12p.g7 I 4. HANDICAP RAMPS SHALL BE CONSTRUCTED PER WSDOT STD PLANS ON SHEET C4.5. Z A =N 1 I2I.08 CB lib 121.75 I2O75 0 ii 1zo.75 a° 3 I I +------ 1 II Z I REPLACE NATIVE TOPSOIL, W FREE OF DEBRIS LARGER Q _---- 3 THAN 2",NATIVE MATERIAL OVER TOP OF INFILTRATION sD r 1'MINIMUM t EXISTING cev ' sD sD v a v c�i POSED W '^ __ ------- CROUND W V 4 - ,y/� V)\\`-\% TOP OF Uj DRAINROOK I' PLACE FILTER FABRIC MPAFI \\ WASHED DRAINROCK - 10ON OR EQUAL 3°MINUS ON SIDES AND TOP/ r OF TRENCH.1 FT. 4'POROUS ASPHALT PAVEMENT, MINIMUM TOP MIX PER GEOTECH REPORT OVERLAP 6 \\ PROPOSED BIORETENTION OVERFLOW j/ BOTTOM STRUCTURE W/BEEHIVE GRATE,SEE PROTECT RIM OF UPS WITH 1 1/2"MINUS \\� / OF TRENCH DETAIL THIS SHEET WASHED ROCK,OR EQUIVALENT AS SHOWN BEEHIVE GRATE PER 6.32HOREAPPROVED EQUIVALENT R COURSE,2018 LID ANDSECTION FOR BIORELENTION CELL PLANNING, DETAIL SHEET 4 GRPDATION NOTED BELOW: SUBGRADE TO BE STRIPPED PER GEOTECHNICAL REPORT. SOILS SHALL BE INSPECTED TO VERIFY \G F 3 G SEE LANDSCAPESE PLANS U.S.STANDARD SIEVE PERCENT PASSING CONFORMItt TO SOILS REPORT,THAT UNDERLYING 3/4' 100 SOILS MEET THE TREATMENT SOILS REQUIREMENTS. R� C ELEV 131.85 1/2° 90-10' IF THE SOILS APPEAR TO NOT MEET THE 3/8° 70-90 REQUIREMENTS,AS DETERMINED BY THE FRENCH DRAIN DETAIL D $4 20-40 MAYYGEOTREQUI CA EL AMENDMENTS PER DOE END INEER,THE LYING SOILS NOT TO SCALE 2-2 20 1 131.60 'S \ \\\\\\\\ 3"COURSE COMPOST $40 7713 ROCK RESERVOIR COURSE THICKNESS,THICKNESS REQUIREMENTS. \�\ \\�\�\\ 121,35 \�\\�\\j\\�\�f\�f\\ IN FUNDING AREA 200 0-3 PER PLAN.MEET FINISH GRADES PER PUN. q 32226 Q BIORETENTION SOIL MEDIA 1.5 i CLEAN FRACTURED 1.5-2°,35%VOIDS MINIMUM �`FRFC'/STEREO V���O PER 2024 DOE SWMM INSERT A TEE `SS/ONAL gN /26 >\%\\ 8°DISCHARGE PIPE ----- 3�2 0' NATIVE SAND SCALE: 1"=20' SEE DETAIL C/1.3 FOR GTE \\\\�\\\\\\\ 8 \� B"PERF PIPE SCARIFIED NOT , / / //\//\i COMPACTED DRAWN BY: T.ZEMPEL 8'PERF.PIPE CONNECTED TO CATCH CITY OF ARLIN GTON PERFORATED PIPE WITHIN WIN,LOCATION PER PLANS CONSTRUCTION DRAWING REVIEW APPROVAL DESIGNED BY: T.ZEMPEL INFILTRATION BED GENERAL NOTES: 1. CONTRACTOR TO BED PEKE PIPE,ANo CATCH BASINS LocanoN PER PLANS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE DATE: 01.25.2026 1-1.5'SHOT ROCK OR ENGINEER APPROVED EQUAL, '��`' 12°WELDED CAP OR THREADED PLUG 2. TRENCH SIDES TO BE PROTECTED WITH FILTER FABRIC CONDITIONS ON THE TITLE SHEET. CONTRACTOR SHALL ENSURE DRAIN ROCK CANNOT PERF.UNDERDRAIN PER 2. SEE INFILTRATION BED CONSTRUCTION NOTES,THIS SHEET. JOB NUMBER' 18098 PENETRATE THE HOLES IN THE PERFORATED PIPE. PLANS BIORETENTION PVC OVERFLOW STRUCTURE � BY:_ _ DWG NAME 19099 TACOS.PLN3.DWG Zoning Approval BIORETENTION CELL DETAIL NOT To SCALE 2.2 Development Services Manager RJ26-Doss SHEET NUMBER: NOT TO SCALE 22 PERMEABLE PAVEMENT SECTION C DATE: THIS APPROVAL VALID FOR 18 MONTHS NOT TO SCALE Ameresia Lawlis oa�A, w w w w w w w w w w w PLANT SCHEDULE REFERENCE NOTES SCHEDULE �'� SYMBOL CODE DESCRIPTION ❑TY"` Pr SYMBOL CODE STY BOTANICAL NAME COMMON NAME SIDE — / HEMVH2 \ � TREES AGGREGATE SURFACE CDR ED2 cAR OSIA ROUNDED WASHED COBBLE,1-3"diameter;6 in.deep. 1.34 cy ' BHRUB BEO-EXISTING BER AT4 HOS H30 ACE GRI 2 ACer Pe bark Maple 2"Cal. 32-15-03 m griseum per p e PLANTING ACCESSORIES Ell IEOGI / ACE BLO 6 Acerpalmatim'Bloodgood' Bloodgood Japanese Maple 2"Cal. TIMBER EDGING Installed detail 9if EXI EUD- ARC UV2 } MIS LIT , f 32_gq_01 Per I + K-104 ROCK DAP DIAL l CHAARR 4 Chamaecyparis nootkatensis'Green Arrow' Green Arrow Nootka Cypress 7'Ht. VaAC CRA � PIE CAV I� � K-103 BOULDER-smooth fice;18"to 24"above grade(smaller 3-man) 3 BB + HEL WAIL I K 103 l f (\y 1 ® K-t Oq BDUIDER-smooth Face(2 man) 2 � �J/~sl COR ED2 3 Comus on..xflorka'Eddie's White Wonder' Eddwe a White Wonder Dogwood 2"Cal. ACE BLO CAR OSH + a SITE FURNISHINGS ALL E STING SHRUB BEDS TO BE WEED T VIBNAN ¢� BIKE RACK-inverted hoop; WITH 1 DAND OP DRESSED'OF FRESH MULCH SO SSA f CO.AOT 2 Cornus x mtgersensis Rutdan' Celestial®Rutgers Dogwood 2"Cal. 5-120-1 P;see detail. 5 TO BE N A NEWLY INSTALLED S -1 CONDI NON.ANY DEAD OR HVD WAY DAMA ED PLANTS TO BE REPL ED. DAP DIAL'R 11/ IES FOR o VAC ova ip ES O EX[EU2 l0 EX6TING TREE DECIDUOUS all RRP SYR MIS/T7 //// O CHA ARR RHO GBR PIE CAV 2- EX[EUD 3 EX6TING TREE CONIFER -- / _ • BAR RUB } ♦## / R BUN a SHRUBS COR ACT EXI EU2 O GRA Nwr BER AT4 7 Berberis thunbergii'Atropurpurea Nana' DwarfRedleafJapanses Barberry 2gal. j32-94-01 RHO qq2 VIBNAN f DAP DHL 7 Daphne x transatlanhca'..II' Eternal Fragrance Daphne 2gal. jSD PRU OTT THU EME I uv OE2 I HYD WAV 3 H dran h lla'Blue Wave' Blue Wave Laceca Hydrangea 2 1 P� � !\ � y gea macrop y p y gea gal. 1 32-15-03 ds COR EDz o, MIENR,E GGI 24 nex glabra 'Gem Box'Jnkbeny Holly 2gal. ACEORI " ' ��l f TIAU EME �/ ARC uv2 C) PIE CAV 10 Pieria japonica'Cavatine' Lily ofthe Valley Bush 2 gal. ♦, /��\ /- / PRU OTT 5 Pmnus laurocerasus'Otto Luyken' Luykens laurel 2 gal. - ' AP c uvz xI Eub RHO RA2 3 Rhododendron x'Ra Ramapo Rhododendron 2 gal. _ - —SHRUB BED-EXISTING mapo' map g RHO DER 2 Rhododendron x'Gbrahar' Gibraltar Exbury Azalea 2 gaL �✓� SAR RUS 6 Sarcococca mscitblia Fragrant Sarcococca 2gaL OSPIRRP 7 Spnaea japonica Nana' DwarfJapanese Spnea 2 gaL PLANTING PLAN SYR M6 1 Syrmga patina'Miss Kim' Miss ICInr Lilac 2gaL V ❑2000" LCHECK SCALE BAR FOR ACCURACY[] THU ENE 10 Thuja occidentilis'Emerald' Emerald Arborvitae 2gaL {+} VAC CRA 32 Weemium crass ifolium'Wefts Delight' Creeping Blueberry 2 gaL QVAC OVA 5 Vaccinium ovamm Evergreen Huckleberry 2 gaL .. .. .. .. LANDSCAPE STATISTICS (� VBDAV 6 Ubimum davidii David Viburnum 2gal. NAN 15 Viburnum opulus Nanum' Dwarf European Comberrybush 2 gaL STREET FRONTAGE 2"lalioer aoo'oved tree TYPE'C'provided WEIMD 4 Weigela floriaa'Midnight Wine'TM Weigela 2 gaL IIF� evero301D.4 relLired with overall site plan ll � 0 —� — PERENNIALS 51 ST STREET LANDSCAPE TYPE IB'provided dam, {LT ARC U@ 42 Arctostaphylos uva ursi Kinnilrinnick 1 gaL i per code. •uv'r• II �� "� �� —.--. _ l� 1 •t AS11D7 4 little chi..sis'Pumtle' DwarfPink Astilbe Igal. li 0 1 I PARKING LOT LANDSCAPE 69 Stalloin 14,795 SF CAROSH 43 Caroxoshimensie'Bveroro' Everoro Japanese Sedge 1 gaL i— Tree❑ReDilred 18 re0lired 18�'ovided HEL WAL 5 Hefleboms xhybridus'Walhefi re Ivory Prince Hellebore 1 gaL [ li 'II 0� ®ne tree Ler 4[3aII[ri HEM YH2 18 Hemerocallis x Hybrid Dayldy 1 gaL l� SF rewired0 El o014,795❑[12 E2,400 SF❑ [RF 6 Ri..a'ovided � HEu xeiohem x'L;me s' Lime Rites eomiseus IgaL � � 1,775 SF rewired 0 1, HOS H30 12 Hosts x'Halcyon' Halcyon Plantain Lily 1 gaL veE]de am10 oodation area 14,795 SF D N ode renlired E200 VAC❑ 2,959 SF reEuired 4,050 SF Erovided LAV DEz 12 a anal a wen ata French Lrvender 1 gaL V II i � i 25 Iiriope muawriSilvery Sunproof Silvery SunproofLilymrf 1 gaL TOTAL LOT LANDSCAPE 38,899 SF total Site MIS LIT 4 bhscan..a snnensis'I;nle Kite Little Kitten Eutaw Grass I gaL 91 If Lot Land EoaCa 7,189 SF 18.So POL MUN 31 Polystichum munimm Western Sword Fern 1 gaL _ -- I SOD[SEED GRANWT 608sf Glass NW mrfmia Lawn Mix Area Zoning Approval PJ26-0095 VEHICLE ACCOMOMDATION SHADE AREA wllr,.°"vaI NO SCALE Ameresia �ImwAnl"aN".wA`. NO. DATE REVISION BY REV —Ermsd®r: oeoared oo STATE OF SCALES: ISSUE DATE: 3.25.26 1 2.3.26 Pero it set m od BYKConLiuotion WASHINGTON Nell Relaurant 2 2.23.26 Cil00000ent[IREV1E2-13-26o m od B��CBign d�e PLANTING PLAN DRAWING: 26021and £� CI ED HORIOONTAL : 1"0 20mvarie❑ Landscape ArcbHecmm VERTICAL Nit COB NO.: 2602 3 3.25.26 reviCedCerdnolot pd Od A AR ITECT C�rTaC�❑TeCalitlan Mount Vernon,WA 98273 p.3W.4197400 • DESIGNED: PD onemchCE�, L—� .360.a2L4894 SHEET: COnta 1:Madi@n BOoo an ._= ]Dtsiga. www.eccoMe,o co. CERTI RATENOA793 Arliniton, WA DRAWN: PD CHECKED: PD 0 30 60 90 120 NORTH MEN SAWN DECORATIVE COINT SAWN CONTROL(DINT GENERAL NOTES Ebony csWalnut Mission 7DO own Coffee Mahogany Weathered Toeorracotta MEDIUM BROOM FINISH 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A DUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIDES AND CUALITY TO CONFORM TO AMERICAN ASSOC.OF NURSERYMEN, / • " AMERICAN STANDARD FOR NURSERY STOCK,MOST RECENT PUBLISHED. _ _ _ 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUB�CT TO ADn1STMENT IN THE no Amber live Jade Turquoise - - -III-III-III- -� FIELD BY THE LANDSCAPE CONTRACTOR. cs T. cs-aoo cs-9oo cs-I90 ¢-zoo 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE,SIDE AND CONDITION =IIII-III-III-I -I -III SPECIFIED.THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES,SHALL -I I1=1 I1=1 I-III-III-I 1=1 HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE,INSECTS,SCARS,BRUISES,BREAKS,SEED AND WEED ROOTS. NOTES: 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION. 1. SAWN CONTROL COINT TO BE Y3RD THE DEPTH OF THE SLAB AND Y4" WIDE 6. SEE SPEC THIS SHEET FOR BIORETENTION SOIL MIX.BIORETENTION SOIL MIX TO BE PLACED AT A 2. CONTROL(DINT TO BE CUT INTO SLAB AS SOON AS IS FEASIBLE. NOTE MINIMUM DEPTH OF 12"IN THE BOTTOM OF THE BIORETENTION. 1. CENTER COLOR TO BE SEPARATED FROM EXTERIOR BY COINT 3. DECORATIVE CUT IDINT TO DELINEATE EXTENT OF STAINING TO BE NO w + 2. ALL STAIN TO BE A"REACTIVE"ACID STAIN DEEPER THAN Y2" 7. MEDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 3 INCHES. ''^• 3. COLOR SAMPLES ARE TO BE PROVIDED TO THE OWNER PRIOR TO APPLICATION 4. DECORATIVE CUT(DINT TO BE CUT INTO SLAB AS SOON AS IS •fi�ti- + 4. PATIO TO BE SEALED WITH CLEAR UV COATING AFTER REQUIRED CURING TIME. FEASIBLE. 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE + TRAO 25 OR EC UAL. IMPLEMENTATION. PLANT LOCATIONS MAY BE ADEUSTED TO AVOID CONFLICT. 9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE 1 STAINED CONCRETE COLOR KEY SAWN DECORATIVE OINT FOR CONCRETE IMPROVEMENTS,PAVING,WALLS,AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE L-2 NO SCALE 4 COLOR CHANGE OWNERISSATISFACTION AND ATNO ADDITIONAL COST. L-2 NO SCALE 10. PLANT COUNT IS FOR THE CONTRACTORSCONVENIENCEdF THERE IS A DISCREPANCY,THE PLAN SHALL GOVERN.ACTUAL PLANT UANTITIES TO BE DETERMINED BY REO UIRED PLANT SPACING. 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. MINIMUM PAD DIMENSIONSCSEE PLAN FOR SEE PLANT LIST FOR PLANT TYPE,SIDE,AND SPACING. LAYOUT AND ACTUAL BIKE RACK NUMBER 12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBEECT TO APPROVAL BY THE OWNERS REPRESENTATIVE AND CITY. 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. LAWN OR PLANTER BED 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADOACENT FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES ADOACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 50 30 BAR IS COUNTER SUNK FROM FOUNDATION. 4"X4"TREATED TIMBER 15. ALL GRADES,DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 16. PLANTING PLAN EMPHASI OES DROUGHT TOLERANT AND NATIVE PLANTS TO BE USED IN AN AMENDED SOIL WASHED COBBLE❑Y'MIN IN LIEU OF AN AUTOMATED IRRIGATION SYSTEM AS A WATER CONSERVATION BEST PRACTICED SUPPLEMENTAL HAND WATERING WILL BE DONE DURING FIRST YEAR TO GUARANTEE PLANT ESTABLISHMENT. IF CITY REQUIRES AUTOMATED IRRIGATION SYSTEM THEN BIDDER DESIGNED SYSTEM III s - � I WILL BE PROVIDED. 1 326' III IIIIII 17. BASEMAP PROVIDED BY SOUND DEVELOPMENT,MOUNT VERNON WA SECTION 4"MINIMUM CRUSHED AGGREGATE PLAN 10 NOTES: E2 REBAR,24"LONG,EVERY 18D.C. SOIL NOTES NOTES: 1. 4X4 SELECTED TO BE STRAIGHT 1. LINE WILL NOT BE ACCEPTED BIKE RACK MANUFACTURED BY COLUMBIA CASCADE,800.547.1940 2. ANY VARIATION IN WOOD MORE THAN',"FROM A STRAIGHT 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS.STOCKPILED 2. MODEL:CYCLOOPS ARCH � TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE. ROAD BASE,GLACIAL TILL,GRAVEL OR 3. COLOR TO BE DARK GREYF _ CONTAMINATED SOILS ARE NOT ACCEPTABLE AND WILL BE REACTED. 4. OR OWNER APPROVED EQUAL 5. INSTALLED EMBED ACCORDING TO MANUFACTURES SPECIFICATIONS. 5 TIMBER EDGE TO COBBLE 2 SITE THE TOPSOIL SHALL HAVE ALL ROCKS,GRASS CLODS AND DEBRIS LARGER THAN 1"WHENEVER VISIBLE L_2 NO SCALE 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1.3 UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST.COMPOST TO BE WSDOT CERTIFIED. 2 JBIKE RACK 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED 2-WAY TOPSOIL. L_2 NO SCALE 5. TOPSOIL DEPTHS 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9"IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO EXISTING SUBGRADE. LIGHTLY TAMP 6"LAYERS OF SOIL BY HAND OR LIGHTLY WITH EXCAVATOR. 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12"IN ALL TREE-PIT AREAS.SEE DETAIL THIS PAGE. 5.3. LAWN OGRASS AREA HAVE A MINIMUM 2"PROFILE OF TOPSOIL.ROTO-TILLER MAY BE USED TO PROVIDE A SMOOTH GRADE FOR LAWNS. GROUNDCOVER PLANT. • PLANT SHRUB 12"HIGHER THAN DEPTH 6. TOPSOIL SHALL NOT BE MOVED,MIXED OR PLACE WHILE SATURATED. CUTBACK,PULL OUT AND DISTURB ALL SEE PLANT LIST GROWN AT NURSERY. CIRCLING ROOTS FROM ANY CONTAINER FERTILIf ALL PLANTS WITH APPROVED GUYING APPARATUSO 7. IN ALL INSTANCES,PLACED TOPSOIL TO BE INCOPIRPORTED INTO EXISTING GRADE. GROWN PLANTS BARK MULCH STARTER FERTILI ER APPLIED AT HEAVY DUTY CHAINLOCK ,{ MANUFACTURERS SUGGESTED RATES �•r>.w wr �e.�w s.rc sae.+s.N�kc rtue • SCARIFY ROOTBALL OF .TREE STAKES TO BE VERTICAL, 8 FOOT LODGEPOLE PINE CONTAINER-GROWN PLANTS.PRIOR TO PARALLEL,EVEN-TOPPED, STAKESM PER TREE TOPSOIL DEPTH AND BACKFILLING UNSCARRED AND DRIVEN INTO III=Itilil ICI-ICI-�-�-III- � -III-' -III= TYPE AS SPECIFIED UNDISTURBEDSUBGRADE MAINTENANCE NOTES I_I I_I I I_I 1-III-1 -I -I I= EXISTING SECTION SUBGRADE 2'DEPTH BARK MULCH °FERTILE ALL TREES WITH T DEPTH BARK MULCH APPROVED STARTER FERTILIUER 4"WATERING BASIN APPLIED AT MANUFACTURERS q^WATERING BASIN 1. UNDER NO CIRCUMSTANCE ARE STREET TREES TO BE TOPPED OR PRUNED WITHOUT PERMISSION O O O O SUGGESTED RATES SURROUNDING PLANT SURROUNDING TREE OF THE CITY ARBORIST. .PLANT TREE 12-HIGHER THAN FINISH GRADE DEPTH GROWN AT NURSERY. FINISH GRADE 2. UNDER NO CIRCUMSTANCE ARE SHRUBS TO BE SHEARED OR SHAPED WITHOUT EXPLICIT ELUAL GROUNDCOVER PLANT PERMISSION FROM THE OWNER.SHRUBS ARE DESIGNED TO FILL AND GROW IN TO A PERMANENT ISTANCE SPACING AS INDICATED COMPLETELY REMOVE ALL MATURE SIDE. ON PLANT LIST QVPICALU - - 12"MIN. -� PULL BURLAP OFF BURLAP,GROWBAG,STRING-III-III III- iL - = TOP OF ROOTBALL = - AND FGRBIGN MATERIALS - - 3. GROUNDCOVER THAT GROWS IOUTEOF BEDS AND INTO ADOACENT WALKS OR ROADS ARE TO BE EDGE OF PLANTER III III FROM THE ROOT BALL. _ _ PLANTING BACKFILL >6°26 a pm R= -r ILIII� $ 1 III Ill !:U' MIX CUT-BACK AS NEEDED. 60 .I-1� + EXISTING SUBGRADE 4. PERENNIAL AND GRASSES WHICH ARE DECIDUOUS MAY BE CUT BACK AT OWNERS DISCRETION, nl -111-Iml- -I L PANTING BACKFILL O- _-_ ONCE PER YEAR,DURING THE MONTHS OF FEBRUARY,MARCH OR APRIL. \\�--E SCARIFY PLANTING PIT WALLS :Iil SCARIFY PLANTING iQ DISTANCE 1.5-2 TIMES RO T PIT WALLS 5. LAWN TO BE FERTILIDED ONCE PER YEAR MIN PER PRODUCT INSTRUCTIONS. Zoning Approval XISTING SUBGRADE BALL DIAMETER SET ROOTBALL ON PLAN 2 TIMES ROOTBALL DIA. SET ROOTBALL ON MOUND OF 'M PJ26-0095 C MOUND OF COMPACTED OMPACTED PLANTING BACKFILL MIX PLANTING BACKFILL MIX 6. WEEDS TO BE REMOVED IN A TIMELY MANNER BY MECHANICAL OR CHEMICAL MEANS,IN TIMES THE ROOTBALL DIAMETER COMPLIANCE WITH ALL LOCAL AND STATE GUIDELINES AND RE D UIREMENTS. 4 7. BARK MULCH IN PLANTER BEDS TO BE TOPPED OFF WITH 1"LIFT MIN,ONCE PER YEAR IN THE �r=� d by nm•,.>I• 3 TYPICAL PLANTING DETAILS SPRING. °NC=vs L_2 NO SCALE Ameresia Lawliso ��wwciyyN o��rnnirgron.wn°. oroo NO. DATE REVISION BY REV -..d®r: Demred oo STATE OF SCALES: ISSUE DATE: 3.25.26 1 2.3.26 PerOitSet D1 Od BYK Con D eIm17Jesig.ruLlion d�b WASHINGTON Ne❑ ReLfaurant DETAILS AND NOTES 2 2.23.26 CitOCOOOentOREV 1 C2-13-260 DJOd £j U ED HORIOONTAL : 1"0 m ❑20varie DRAWING: 26021and 3 3.25.26 reviled CerUn0lot (7d ❑d L-d.TbAmnitea"re .�� A AR ITECT Mount Vemon,WA 98273 CorTaCb❑TeCalitlan VERTICAL NNIAone inch fDBNO.: 2602 p.3NJ.4197400 • DESIGNED: PD 1 _2 .360.421.4894 SHEET: L COnta 1:Madimn B000 an eQD�esi www.eccosdesign.com CERTIRATE NOA793 Arlin�on, WA DRAWN: PD CHECKED: PD 0 30 60 11 120 NORTH I IRRIGATION SCHEDULE IRRIGATION NOTES: 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF SYMBOL MAN UFACTU RERLMODELLDESCRIPTION ❑TY A:iUALIFIED FOREMAN. Hunter MP 1000 PROS-06-PRS30-CV 2. THE INFORMATION ON THE IRRIGATION PLANS IS DIAGRAMMATIC ONLY.CONFLICTS WITH EXISTING CONDITIONS AND TurfRotatoq 6m.pop-up with check valve,pressure regulated to 3 INFORMATION PROVIDE ON CONTRACT DRAWING SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER OR 30 psi,MP Rotator nozzle on PRS30 body.M=Maroon adj arc 90 OWNER IS REPRESENTATIVE. '�-- --- - - f , to 210,L=Light Blue 210 to 270 arc,0=Olive 360 arc. - --- Hunter MP2000 PROS-06-PRS30-CV 3. ❑UANTITIES IN THE LEGEND ARE PROVIDED FOR CONTRACTORS CONVENIENCE AND DUE TO THE DIAGRAMMATIC [ I- - -_-- -_ • II NATURE OF THE DRAWING SHOULD ONLY BE USED AS ESTIMATESEIF THERE IS A DISCREPANCY,THE PLAN SHALL Turf Rotator,6m.pop-up with factory installed check valve, one 3 GOVERN.ACTUAL CUANTITIES DETERMINED BY IRRIGATION HEAD SPACING. -W pressure regulated to 30 psi MP Rotator nozzle on PRS30 body. [ -PraF� °III P / K=Black adj arc 90-210,G=Green adj arc 210-270,R-Red 360 arc. 4. LOCATE AND VERIFY ALL UTILITY LINES PRIOR TO EXCAVATION OR CONSTRUCTION. 8.51 1 SYMBOL MAN UFACTU RER[MODELIDESCRIPTION LTY DETAIL 5. THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADn1STMENTS FOR BALANCED WATER DISTRIBUTION AND Hunter]CZ-101-251" PRECIPITATION.FAILED OR MALFUNCTIONING E❑UIPMENT SHALL BE REPLACED OR CORRECTED BY CONTRACTOR. � [ MAXIMUM DEMAND / f Drip Control Zone Kit. lin.ICV Globe Valve with lin.HY100 filter 3 6. OPERATION PRESSURE A SPRAY HEADS SHALL BE APPROXIMATELY 30 PSI.STATIC PRESSURE AT METER SHOULD BE [ - -- ¢PIPE TO BE LOCATE IN a IS 8.87 G.P.M. I I I 1 system.Pressure Regulation:25psi.Flow Range:2 GPM to 20 A MINIMUM OF 50 PSI.SYSTEM SHALL OPERATE BETWEEN 50 AND 70 PSI.CONTRACTOR TO VERIFY AVAILABLE J Sy. PLAN TER BED,SHO NIN PAVING GPM 150 mesh stainless steel semen. PRESSURE. FOR DRAFTING CLA -a Pipe Transition Point in Drip Box 7. PVC SLEEVES SHALL BE INSTALLED AT ALL CROSSING OF SIDEWALKS,WALLS,AND PAVEMENT AND SHALL BE TWICE 1 ° 8.87 2 I 11 Pipe rip boion point from PVC lateral to drip robing with riser m I, THE DIAMETER OF THE PIPE OR PIPES PASSING THROUGH THE SLEEVES.SLEEVES ARE SHOWN ON THE IRRIGATION OONTROLLF 1" f bin.drip box. PLAN AT APPROXIMATE LOCATIONS. OUTSIDE OF UILDING.IFp CONFLICT E STS COORDI,pI TE Hunter AFV-B [ WITH OWNE FOR LOCATIO of 1/2in.automatic flush valve with 3/4in.barb connection. 11 8. PIPING IS SI�D TO ENSURE WATER VELOCITIES OF LESS THAN 5 FEET PER SECOND AND TO ENSURE MINIMUM PEDESTAL M UNT. / Removable top for diaphragm maintenance. [ J PRESSURE LOSS IN THE PIPING. 1 Netaflm TLAVRV 8 9. LOCATION OF VALVES AND PIPING WILL VARY WHEN INSTALLED.PLACE PIPE IN COMMON TRENCHES AND VALVES AT ❑ - Air/Vacuum refiefvalve,1/2m.male pipe thread. EDGES OF LAWNS OR PLANTING BEDS.PIPE ROUTING SHALL FOLLOW CONTRACT DRAWINGS AS CLOSELY AS l 1! II / Area to Receive C Drip line POSSIBLE. / 1 Netaflm TLEZ-06-I8 10. WHERE THE FIELD CONDITIONS RE❑DIRE AD❑JSTMENTS,HEADS SHALL BE ADDED OR DELETED IN ACCORDANCE WITH El LL r� J Techlme EZ Pressure Compensating landscape Dripline with 3,285 If THE IRRIGATION LEGEND OR MANUFACTURES SPECIFICATIONS.PIPE SICING SHALL BE ADE:USTED ACCORDINGLY,AND Anti-Siphon Dripper.0.6 P.emitters at 18"O.C.Driplme laterals I I spaced at 18"apart,with emitters offset for triangular pattern. THE WATER VELOCITY SHALL NOT EXCEED 5 FEET PER SECOND. I 112in.. I I 11. INSTALL V.A.N.d/ARIABLE ARC NO❑ELES❑P.S RE❑UIRED ON ALL SPRAY SPRINKLERS. SYMBOL MAN UFACTU RERCMODELIDESCRIPTION ❑TY DETAIL 12. PROVIDE ONE SPARE WIRE TO RUN FROM CONTROLLER TO END VALVE ON EACH LEG OF THE MAINLINE. IDENTIFY -� Hunter ICV-G P EACH SPARE AT THE CONTROLLER.LOOP A 24 COIL OF SPARE WIRE INSIDE EACH VALVE BOX. i Frn I I 1",1-1/2",2",and 3"Plastic Electric Remote Control Valves,Globe 1 Configuration,with NPT Threaded Inlet/Outlet,for 13. VALVE BOXES SHALL BE AMTEX OR APPROVED E❑UAL AND LOCATED ON PLANTING AREAS IF POSSIBLE ETWO VALVES Commercial/Municipal Use. PERBOX❑ IIII III Hunter HQ-33DRC 3/4"I 1 14. SURVEY INFORMATION FOR BUILDING FOOTPRINTS AND ROADS PROVIDED BY ENGINEER.WALLS,SIDEWALKS,AND Quick coupler valve,yellow rubber cover,red brass and stainless DRIVEWAYS ARE PROVIDED BASED ON PRE-CONSTRUCTION INFORMATION AND MAY VARY FROM PLAN. VERIFY IN steel,with 3/4"NPT inlet,2-piece body. FIELD. Landscape Products Inc.BBV 1 Full Port Full Porase Bab Valve. -4.64 4',I - 3 1.97 QD Drain Valve 2 1" 1„ r BF DoublFebooe 850 3/4" l m m m mI Double Check Backflow prevention ❑ Hunter 12C-0800-PL C I 8 Station Outdoor Modular Controller.No Module Requited. IRRIGATION PLAN Commercial Use.Plastic Cabinet. 1" ❑2000" LCHECK SCALE BAR FOR ACCURACY[] EZD1Mdecoder output module.Plug-in module converts any ICC2 I controller to 2-wire decoder system(up to 54 stations maximum). M❑ Water Meter 3/4" 1 Irrigation Lateral Line:PVC Class 200 SDR 21 1.7 If Irrigation lateral Line:PVC Class 200 SDR 21 3/4" 505.3 If Irrigation Mainline:PVC Schedule 40 19.5 If Irrigation Mainline:PVC Schedule 40 1" 205.71f Pipe Sleeve:PVC Schedule 80 60.21f varve celloac Valve Nu❑mr ❑ ❑ Ve Flo❑ ❑' VaNa si-e Zoning Approval PJ26-0095 Arneresia Lawlis_E�awu1 Lln°r a,l I°ems.wn, NO. DATE REVISION BY REV o-amred®r: oamred oo STATE OF SCALES: ISSUE DATE: 3.25.26 1 2.3.26 Per❑it set m od BYKConGruLlion WASHINGTON Ne❑ Relaurant 2 2.23.26 Cit❑Co❑❑ent❑REV1C2-13-26❑ m od e��esign d�e IRRIGATION PLAN DRAWING: 26021and £� G ED HORI❑ONTAL : 1"0 20mvarie❑ Landscape ArehHectum VERTICAL NIA COB NO.: 2602 3 3.25.26 reviCedCer❑n❑lot pit Od �� A AR ITECT C�rTaC�❑TeCalitlan Mount Vernon,WA 98273 P.360.41974g1 • DESIGNED: pD one mchCE�, I R-1 .36o.a2La89a SHEET: COnta 1:Madimn Bo❑❑an eQD�esigrw° www.eccosdesiga.com CERTIRATE NOA793 Arliniton, WA DRAWN: PD CHECKED: PD 0 30 60 90 120 NORTH LEGEND PAVEMENT VALVE CAP FINISH GRADE FINISH GRADE O HUNTER REMOTE CONTROL VALVE SCH.80 CLOSE NIPPLE,MATCH SIE /\\, 77\/\\/' GROUND LINE [rVOWITH FLOW CONTROL 8 TO VALVE -� 4 IRRIGATION VALVE BOX:HEAT O PVC SLIP X FPT UNION STAMP LID WITH ORCVUN 2" \ BRICK SUPPORTS[4O OLETTERS 3 0 FILTER FABRIC-WRAP TWICE ®WATERPROOF CONNECTORS 120 101 AROUND BRICK SUPPORTS \, /K O18"-24"COILED WIRE TO 8 314"WASHED GRAVEL-4"MIN. / CLEAN,COMPACTED,SUITABLE CONTROLLER 12 DEPTH NATIVEBACKFILL. OOOQOOO /�/ FINISH GRADE AT ADOACENT % OO O OO O PIPE SLEEVE © IRRIGATION LATERAL SURFACE TURF OR MULCHC AINLIN ND TTINGS z LATERAL LINE OI�_C�� KEY HEAD 5 4 3 1 2 6 5 OVOCL MIN ERAL AGGREGATE TYPE 2. TAR PAPER MIN.1" O[O� 125MMo DETECT—PE IBLUEO �� DETECT-A-TAPE 116LUEo 6"ABOVE PIPE. Q` 4"ABOVE PIPE 7 OHO Q n - 11 —PVC SLEEVE SCH 40 PVC MAIN LINE. OR LATERAL LL MES GRIN ER WIRES. MAN j Q CONTROUAL VALVE MAINLINE BUNDLE CONTROLLER WIRES O '�O "° GRAVEL SUMP 8 UNDER MAIN LINE ON OPPOSITE % 0 NOTES: �j SIDE FROM SWING MINTS WHEN 1.SLEEVE ID SIDE SHALL BE 2 O / LATERAL&MAIN SHARE THE /� O O TIMES GREATER THAN OD SIDE 4 DRAIN VALVE //\ SAME TRENCH❑ OO OF PIPE. OOQQ,,OOOOQQ,,O 2.WIRES SHALL BE IN SEPARATE B BUTE:TAPEWIRESPERSPEC. O(`{J�QO(`(J� CONDUIT IR-2 NO SCALE T NOT 3.SLEEVES SHALL BEREoUIRED 10 1 BUT WIRES TO MAIN LINE. O UNDER ALL PAVED AREAS. 1 CONTROL VALVE ASSEMBLY 2 TYPICAL TRENCHING 3 IRRIGATION SLEEVES IR-2 NO SCALE IR-2 NO SCALE IR-2 NO SCALE LEGEND: O7 IRRIGATION CONTROLLER PER PLAN FINISH GRADE FINISH GRADE/TOP OF MULCH ZOIRRIGATION CONTROL WIRE IN CONDUIT SIDE AND TYPE PER LOCAL CODES 00 DIA.VALVE BOX WITH LOCKING LID o 3OELECTRICAL SUPPLY CONDUIT QUICK COUPLER VALVE E-�a N TO POWER SOURCE,6BOX INSIDE CONTROLLER / DETECT-A-TAPE 3'BELOW GRADE TYP.o ADDACENT SURFACE TO MOUNT BACKFILL WITH SELECT MATERIAL — O ®CONTROLLER PER PLAN SEE SPECo 3'OF 1-12•WASHED ROCK POP—UP SPRINKLER: NOTES: 1. CONTROLLER TO BE SET UP AS TWO WIRE SYSTEM WITH DECODER MODULE AND DECODERS�ODoOoOCoOOoOoo OooOooOOu J- O 0� FILTER FABRIC YRo 2 ® 2. MOUNT CONTROL ER LD 3 SCREEN VALVES AT EYE LEVEL,CONTROLLER SHALL COMPACTED BACKFILL MATERIAL SEE SPECS.o SWING ASSEMBLY BE HARD-WIRED TO GROUNDED 110 : VAC POWER SOURCE V SCH 40 GALVANICED TRIPLE SWING NOTE: DINT ASSEMBLY TYRO FRONT ELEVATION, a USE TEFLON TAPE ON ALL THREADED SCH.80 PVC TEE,FITTINGS,&ADAPTORS AS REOUIRED FITTINGS TYP.o 3 4 SCH 40 PVC LATERAL ITYP.o PVC SCH 40 TEE OR ELL RIGHT ELEVATION PVC LATERAL PIPE 5 -UICK COUPLER 6 TYPICAL POPUP SPRINKLER 7 CONTROLLER-WALL MOUNT IR-2 NO SCALE IR-2 NO SCALE IR-2 NO SCALE PIP COCKS TO BE UPRIGHT AND SUPER U1MBO XL PVC VALVE BOX EASILY ACCESSIBLE ISIED AS REOUIREDO DOUBLE CHECK SCHEDULE 40 PVC MAINLINE TO AUTOMATIC CONTROL VALVES VALVE ACKFLOW PREVENTION ASSEMBLY PR 1"WILKINS 600 SERIES COMBINED PRESSURE FINISH GRADE FINISH GRADE ../..//./. REDUCING VALVE \ \ \ \ \ \ \\//\\//\\//\\//\\//\� 10"DIA.VALVE BOX WLLOCKING LID EXTENSIONS AS REOUIREDO I FEBCO MODEL 850 DOUBLE CHECK ASSEMBLY /\\ v \\//� Z BRASS PIPE ! LINE SloE GATE VALVE COPPER TO THREADED AT /\ 1"BRASS PIPE FROM GATE VALVE TO PRV � ADAPTER ALL BRASS FITTINGS, BRASS MAINLINE G 1"KENNEDY,MUELLER OR HAMMOND BRONZE GATE VALVE FLO NIPPLES&UNIONS TYRO FROM METER TO DCVAPRV Z M 3/4"MAIN WATER METER IN BOX g MANUAL DRAIN BRASS PIPE FROM ]MUELLEROWASTE SCHED 40 PVS MAIN GATE VALVE fl' VALVE 3'OF 1-1 E2' 1-112" WATER SERVICE LINE WASHED ROCK —:--BRASS PLUG OVER GEOTEXTILE NOTES: BRASS PLUG FABRIC 1. BACKFLOW PREVENTION DEVICE INSTALLATIONS (1.l NOTE:USE TEFLON TAPE ON ALL REQUIRE INSPECTION AND CERTIFICATION BY �vU�8�"�"8�" UVC THREADED FITTINGS. ARLINGTON PUD INSPECTION SERVICES. oOOOOOOOOOOOOO OO000 JOOOOOOOOo GATE VALVE 3"OF 1-1IT'WASHED ROCK OVER GEOFABRIC 8 TYPICAL POINT OF CONNECTION 9 DOUBLE CHECK VALVE 10 GATE VALVE Zoning Approval IR-2 NO SCALE Zo IR-2 NO SCALE IR-2 NO SCALE PJ26-0095 Ameresia Lawlis`�°a'° l�nm���"gme.wA•. NO. DATE REVISION BY REV —..d®r: oeoared oo STATE OF SCALES: ISSUE DATE: 3.25.26 1 2.3.26 Pero it set Di od BYK Con DruLlion WASHINGTON Ne❑ Relaurant e�17Jesign £��(())bG ED HORIOONTAL 1"Li 20mvarie❑ IRRIGATION DETAILS - SPRAY DRAWING 26021and 2 2.23.26 CitOC000entOREV1C2-13-26o m Od M.-tape Amnaeanre VERTICAL NIA COB NO.: 2602 3 3.25.26 reviledEardnOlot Dd Od - A AR ITECT CyrTaC�❑TeCalitlan Mount Vemon,WA 98273 v P.360.41.48N • DESIGNED: PD one mch I R-2 36o.a21.4s9a SHEET: COnta 1:Madimn BOoo an eO-D�esi 'u'eccosdesign.com C RTIRATE NOA793 Arlinlon, WA DRAWN: PD CHECKED: PD 0 30 60 90 120 NORTH F PVC MAINLINE. TYPICAL OFFSET 2"FROM TYPICAL VALVE,FILTER, TYPICAL LATERAL HARDSCAPE,4"FROM SUPPLY AND EXHAUST HEADER SIDING CHART[UNLESS NOTED ON PLANS❑ TYPICAL START CONNECTION PRESSURE REGULATOR. PIPE FROM VALVE PLANTED AREA. ON EXHAUST HEADER. TYPICAL OFFSET ASSEMBLY, SIZE STEP 1:ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER. PER PLANS. 7[DUETZL. ENGTH OF TECHLINE TUBING 2"FROM STEP 2:DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. REA CAN NOT EXCEED THE HARDSCAPE,4" STEP 3:LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART GTH OF RUN. FROM PLANTED "TECHLINE FLOW PER 100 FEET".MULTIPLY THIS GPM NUMBER TIMES THE UNITS OF 100 START CONNECTION ON AREA. POLYETHYLENE OR PVC FEET FOR THE TOTAL GPM AT THIS HEADER. HEADER. SUPPLY HEADER,SIDE AS PER STEP 4:SLOE THE HEADER WITH THE FOLLOWING: HEADER SIDING CHART. 1 TO 6 GPM: 314"HEADER. 6 TO 10 GPM:1"HEADER. 10 TO 20 GPM: 1 1 A"HEADER. 20 TO 30 GPM:1 I E2"HEADER. DER w 0 IRREGULAR DRIPLINE SPACING AS a—i AREAS:TRIANGULAR TYPICAL TECHLINE START NOTED. o CONNECTION. TYPICAL TECHLINE TUBING PARKING ISLAND TYPICAL LAYOUT E LATERALS WITH EMITTER z w WATER SOURCE: SUPPLY SPACING AS NOTED. w y DRIP VALVE OR F z HEADER MANUAL LINE FLUSHING VALVE. O STAPLE ETLS60AT ALL TEES, 2 LATERAL FROM TOP OF SLOPE. ELLS,AND AT 5[D.C.AT < VALVE. TECHLINE CV LATERAL TUBING. x < w F PVC SUPPLY LATERALS PARALLEL TO THE x CLAY,4m.C.AT LOAM,OR 3❑ F TYPICAL SUPPLY O U HEADER. CONTOURS OF THE SLOPE. z w O.C.AT SAND. g g PIPE. J w PVC EXHAUST HEADER. m TYPICAL TECHLINE DRIPPER LINE TOE OF W MANUAL LINE FLUSHING TUBING. r VALVE PLUMBEDTO F HEADERT 54 MAXIMUM ELEV. SLOPE. S EXHAUST HEADER,AS FAR CHANGE WITHOUT CHECK FROM THE SUPPLY HEADER TYPICAL PVC OR F r VALVE.IF GREATER, TOP 213 OF SLOP AS POSSIBLE. POLY SUPPLY OR INSTALL INLINE CHECK CONVENTIONAL TOTAL THE COMBINED LENGTH CHECK LONGEST VALVES EVERY 54"IN ELEV. SPACING. EXHAUST HEADER. OF THESE LATERALS AND LATERAL AGAINST CHANGE. F FLUSHING VALVE AT F Y FLUSHING VALVE MAX.LENGTH OF S NGLEMANUAL LINE COMPARE TO THE 7 FOR LENGTH OF SINGLE CO WENTIONAL SPACING PL S EACH EXHAUST END. PLUMBED TO PVC LATERAL. LATERAL 2511. OR POLY REMOTE CONTROL END FEED EXAMPLE CENTER FEED EXAMPLE HEADER. ISLAND IRREGULAR BRANCHING OUT DDINING LATERALS SLOPE FEED LAYOUT VALVE ASSEMBLY. LAYOUT ODD CURVES LATERALS EASY FIT COMPRESSION TEE: 1 DRIPLINE LAYOUT AND OVERVIEW LANDSCAPE DRIPLINE TUBING: IR-3 NO SCALE FINISH GRADE TIE DOWN STAKE: LEGEND TOP OF MULCH O EU41ER RENDIE COMROLVALNE(IM IPX PNCSIFPTUN[ON VIIHFILTERREGUTATOR 8 ®1ICKSUPPORTS(4) 6-INCH ROUND VALVE BOX: O IRAIGAHONVALVE BOX HEAT STAMP LID O9 FILTER FAME-WRAP TWICE AROUND AIR RELIEF VALVE KIT: V-2" VTHRCVIN2"IEPIF.RS BRICKSUPPORTS O3 WATERPROOF COMNECIDRS(2) 10 34-WASHEDGRANEL-4"MN DEPTH O O4 18"-24"COIEDWIRETOCONIROLIHR 11 IRIIGA7IONLATERAL OS FMHGRAEEATADIADENr SURFACE 12 MMMAIEIATERALANDFMWJS \//\//\ (TURF ORMIILTO ©SCH 80 CLOSE NIPPLE,MATCH 5RE TO FINISH GRADE \//\//\//\//\//\//\//\//\//\//\/ VALVE \\\\\\\\\\\\\\\\\\\\ \\\ 5 5 4 3 1 6 MN r' cIx 2 NOTE[SD 6 1. IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL,DO NOT BURY MORE THAN 2" 7 BELOW GRADE AND INCLUDE AIR RELIEF VALVE. 11 2. DRIPLINE MUST BE PROPER MODEL FOR DIRECT BURY WITH ROOT SHIELD,SEE LANDSCAPE DRIPLINE TUBING: LEGEND FOR SPECIFICATION. 8 61 LANDSCAPE DRIPLINE 2" BELOW GRADE 1 o IR-3 0 L2 3-INCH MINIMUM DEPTH OF 3[4-INCH WASHED GRAVEL PVC SCH 40 TEE OR ELL 41 AIR RELIEF VALVE 2 1 DRIP VALVE CONTROL KIT IR-3 1"PVC LATERAL PIPE 1 1 IR-3 NO SCALE FINISH GRADEQOP OF MULCH COMPRESSION ADAPTER 10"ROUND VALVE BOX QUICK-COUPLING VALVE: RAIN BIRD MODEL 5RC EASY FIT COMPRESSION COUPLING: 6-INCH VALVE BOX: _ BARB x BARB RAIN BIRD VB-6RND SHUT OFF VALVE —�DRIPLINE TUBING: PVC SCH 40 HUNTER PLD-BUNK TUBING LANDSCAPE DRIPLINE TUBING: O 3-INCH MINIMUM DEPTH OF 33-INCH WASHED GRAVEL BRICK 0 OF 20 BRICK SUPPORTS E30 PVC SCH 40 ELL A OF 2❑ N PVC SCH 80 NIPPLE[]OF 3, u LENGTH AS REQUIRED❑ 3[4"GRAVEL SUMP r—EASY FIT COMPRESSION COUPLING: Zoning Approval 04 REBAR STAKE WITH NOTES: CLAMPS OR EDUIVALENT OLATERALS SPACED PER PLAN Pdzs-Doss 30-INCH MIN.LENGTH❑ EASY FIT COMPRESSION FLUSH CAP: oewir s�e"ea erane<e 3 FLUSH POINT- _UICK COUPLER 51 MANUAL FLUSH VAVLE 7 DRIPLINE LATERALS A m a r a s i a L Ilya:%'Z" wq.. IR-3 I NO SCALE IR-31 NO SCALE IR-3 NO SCALE NO. DATE REVISION BY REV -red®r: -red oo STATE OF SCALES: ISSUE DATE: 3.25.26 1 2.3.26 Pero it set m Dd BYKConLtruLlion WASHINGTON Ne❑ ReLfaurant 2 2.23.26 CilDCooDent[IREV1E2-13-26D m Dd e��es;>r d�e IRRIGATION DETAILS - DRIP DRAWING: 26021and £� G ED HORIDONTAL : 1"❑20C➢varie Iandsrape AmhHecmm VERTICAL NIA COB NO.: 2602 3 3.25.26 reviCed[�rNnDlot Dd Dd /�- A AR ITECT Cyr TaC�❑TeCalitlan Mount Vemon,WA 98273 v p.3W.4197400 • DESIGNED: PID one mch I R-3 3 o.a21.4894 SHEET: COnta 1:Madimn BOD❑an eQDIDesi www.eccosdesign.com C RTIRATENOA793 Arliniton, WA DRAWN: PD CHECKED: PD 0 30 60 90 120 NORTH