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Home My WebLink About7530 204th St Ne_PWD3732- Approved Documents_2026 A PORT/ON OF THE NW 114 OF THE NE 114, SEC. 14, TIP, 31 N., RGE. 5 E., W.M. GENERAL NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFIC SITEWORK SPECIFICATIONS AND CITY OF ARLINGTON AND SNOHOMISH COUNTY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. -�� - nI ., -,: •NN.:�•„ € :�. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE IXISTING CONDITIONS.THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED UPON THE SURVEY PREPARED BY HARMSEN LAND SURVEYING,DATED NOVEMBER 15, p { ' 2023.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE ,�. ) - - ..._........ . PROPOSED STEWORK IMPROVEMENTS.IF CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEW05K WHICH WOULD BE AFFECTED.IF _ g CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY,INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION,HE SHALL HAVE MADE,AT HIS OWN IXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY j .. COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO .../ BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY - m.Y -;-- COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ` Y UTILITIES.THIS MAY INCLUDE POTHOLING,SCOPING,OR GROUND PENETRATING RADAR(GPR)AT THE " I 's CONTRACTOR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL p W LT� EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY OWES AND/OR UTILITY SERVICE � E 7 COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED,SIGNED CONSTRUCTION PLANS tg ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS G SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PUNS SHALL TAKE 7530 2OTH ST N .' PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILECON � THE CONTACT IS IN ALL PROVIDE - ARLINGTON WA 98223 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD A DETAILED AS-BUILT SURVEY FOR THE FOLLOWING SITE CONSTRUCTION IMPROVEMENTS : 7 • ALL REVISIONS TO THE ODA APPROVED CONSTRUCTION PUNS ALL ECTRICAALL,�°PROVVID RIM ANDI'INVERT ELEVATIONS FORG BUT NOT LIMITED To�MSTORMWATER ANDYSANITARYA�R' SITE DATA OWNER/DEVELOPER GOVERNING AGENCY UTILITY PROVIDERS STRUCTURES VICINITY MAP • SPOT ELEVATIONS FOR ALL CURB RAMPS,ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING ZONING: GENERAL COMMERCIAL(CC) WR ARLINGTON LLC CITY OF ARLINGTON STORM TO THE RIGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. PARCEL NO'S: 310514001DO600(f0.76 AC) 3213 W.WHEELER ST./750 238 N OLYMPIC AVE ARLINGTON CITY STORMWATER DEPARTMENT NOT TO SCALE 31051400101000(30.76 AC) SEATTLE,WA 98199 ARLINGTON,WA 98223 154 W COX ST LEGAL DESCRIPTION PARCEL DIMENSIONS: SEE ALTA/TOPO SURVEY (206)284-8200 (360)403-3551 ARLINGTON,WA 98223 EXISTING USE: OFFICE&VACANT LAND CONTACT:CHRIS MCCLURE (360)403-3526 PER STATUTORY WARRANTY DEED AFN 2024050103D9: PROPOSED USE COMMERCIAL . - BUILDING AREA: m PARCEL 1: CAR WASH t4,814SF(BUILDING FOOTPRINT) ARCH ITECTARLINGTON CITY WATER UTILTYDEPARTMENT BUILDING HEIGHT: ±35' SURVEYING 1sa w cox ST A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14,TOWNSHIP 31 NORTH, TOTAL SITE AREA: 66,117 SF(1.518 AC)-BOTH PARCELS SDH ARCHITECT,LLC ARLINGTON,WA 98223 RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: IMPERVIOUS ( ) SITE AREA 35,110 SF 0.806 AC 2242 NW RESERVE CAMP CT 2822 CN (380)403-3526 ,007 SF 0.712 AC BEND,OR 97703 OLBY AVE,SUITE 300 LANDSCAPE AREA 31 COMMENCING AT A POINT 198 FEET EAST OF THE NORTHWEST CORNER OF THE NORTHEAST ( ) EVER EVl]RETT,WA 98201 SFwcR QUARTER OF SAID SECTION 14; IMPERVIOUS AREA COVERAGE 53X (206)369-8881 (425)252-1884 ARLINGTON CITY SEWER DEPARTMENT THENCE SOUTH 320 FEET; CONTACT:SCOTT HARRIS,NCARB,LED AP CONTACT. ANDREW MCLEAN,PLS 154 W COX ST THENCE EAST 132 FEET; ARLINGTON,WA 98223 THENCE NORTH 320 FEET; (360)403-3526 THENCE WEST 132 FEET To THE POINT OF BEGINNING, DEVELOPMENT STANDARDS CIVIL GEOTECH EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED IN VOLUME 568 OF DEEDS, PACLAND SEATTLE SINE OPUi) DRAWING INDEX PAGE 6,UNDER RECORDING NO.1148158; ZONING GC-GENERAL COMMERCIAL ZIPPER GEO 2320 CALIFORNIA STREET MAXIMUM IMPERVIOUS SURFACE NONE 6814 GREENWOOD AVE N 1901E 36TH AVE W,SUITE E ' SEATTLE,WA 98103 EVERETT,WA 98201 SHEET NO DRAWING TITLE SHEET NO DRAWING TITLE ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE BOUNDARIES 204TH STREET MAX.BUILDING HEIGHT 45 LYNNWOOD,WA 98036 (425)763-8272 NORTHEAST; LOT COVERAGE 100% (206)522-9510 CONTACT.SEAN MALLON,P.E. (425)582-9928 CV-1.0 COVER SHEET C-6.1 STORM DRAINAGE DETAILS TRAVIS CHESHIRE,P.E. CONTACT: JAMES P.GEORGIS,PE NATURAL GAS CV-1.1 PACLAND GENERAL NOTES C-6.2 STORM DRAINAGE DETAILS ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF ARLINGTON FOR STREET PURPOSES BY DEED BUILDING SETBACKS ROBERT A.ROSS,PE CASCADE NATURAL GAS RECORDED SEPTEMBER 29,1993 UNDER RECORDING NO.9309290556. FRONT STREET 25' 1520 S 2ND ST CV-1.2 CITY OF ARLINGTON GENERAL NOTES C-6.3 STORM DRAINAGE DETAILS SIDES 5 MT VERNON,WA 98273 SHEET 1 OF 2 ALTA/TOPO SURVEY C-6.4 STORM DRAINAGE DETAILS PARCEL II: REAR 20'(PRIMARY);5'(ACCESSORY) LANDSCAPE TRANSPORTATION (888)522-1130 PARCEL B,CITY OF ARLINGTON DUSKIN BOUNDARY LINE ADJUSTMENT CITY FILE NUMBER PLN#899,RECORDED LYON LANDSCAPE ARCHITECTS,LLC TRANSPOGROUP SHEET 2 OF 2 ALTA/TOPO SURVEY C-6.5 STORM DRAINAGE DETAILS MARCH 10,2022 AS RECORDING N0.202203105003,IN SNOHOMISH COUNTY,WASHINGTON. SCREENING 2111 S C ST 12131 113TH AVE NE,#203 D-1.0 DEMO&TESC PLAN C-6.6 STORM DRAINAGE DETAILS TACOMA,WA 98402 KIRKLAND,WA 98034 D-2.0 TESC DETAILS C-7.0 WATER DETAILS SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. SOUTHERN LOT LINE TYPE B (253)209-4053 (425)896-5208 _ C-7.1 WATER DETAILS EASTERN LOT LINE: TYPE B CONTACT: MOGHAN LYON,ASV,CLARB,RU CONTACT: MIKE SWENSON,PE C-1.0 SITE PUN NORTHERN LOT LINE: TYPE B C-2.0 GRADING PLAN C-7.2 WATER DETAILS ABBREVIATIONS WESTERN LOT LINE: TYPE B C-2.1 GRADING BLOW UP DETAILS C-&O SITE DETAILS AASHTO AMERICAN ASSOCIATION OF STATE MAX MAXIMUM UTILITY LOCATES C-2.2 STORM DRAINAGE PLAN C-8.1 SITE DETAILS HIGHWAY AND TRANSPORTATION MEP MECHANICAL/ELECTRICAL/ FLOOD PLAIN C-3,0 UTILITY PUN C-8.2 SITE DETAILS OFFICIALS PLUMBING UTILITY NOTIFICATION CENTER C-8.3 SITE DETAILS I AFN ASSESSOR'S FILE NUMBER MH MANHOLE ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR AOODPLAIN. - CALL BEFORE YOU DIG - C-5.0 SANITARY SEWER DETAILS a APN ASSESSOR'S PARCEL NUMBER MIN MINIMUM FLOOD INSURANCE RATE MAP: SNOHOMISH COUNTY,WASHINGTON AND (BOO)424-5555 OR 811 C-5.1 SANITARY SEWER DETAILS L1.00 LANDSCAPE PUN,SCHEDULE&NOTES o ARCH ARCHITECTURAL NJ MECHANICAL JOINT INCORPORATED AREAS N C-5.2 SANITARY SEWER DETAILS L1.01 PUNTING DETAILS ASTM AMERICAN SOCIETY FOR TESTING MUTCD MANUAL ON UNIFORM TRAFFIC PANEL 392 OF 1575 N AND MATERIALS CONTROL DEVICES COMMUNITY: CITY OF ARLINGTON-NUMBER:530271 C-5.3 SANITARY SEWER DETAILS L1.02 PUNT IMAGES AVE AVENUE N NORTH PANEL NO.0932,.SUFFIX F -�, BMP BEST MANAGEMENT PRACTICE NTS NOT TO SCALE C-6.0 STORM DRAINAGE DETAILS BW BOTTOM OF WALL OSHA OCCUPATIONAL SAFETY AND HEALTH MAP NUMBER:DATE., 19, CB CATCH BASIN ADMINISTRATION EFFECTIVE DATE: DUNE 19,2020 v CL CUSS PE POLYETHYLENE cs Go CLEANOUT POO POINT OF CONNECTION PARKING DATA o COA CITY OF ARLINGTON .PVC POLYVINYL CHLORIDE ROAD CLASSIFICATION w CY CUBIC YARDS RD ROAD PARKING REWIRED: 1 STALL PER EMPLOYEE a DIA DIAMETER REQS REQUIREMENTS R- RESERVOIR CAPACITY EQUAL TO 5x THE ai DR DRIVE S SOUTH 77TH ST NE: MINOR ARTERIAL CAPACITY OF THE WASHING OPERATION N DTI. DETAIL SO STORM DRAIN S AVE NE: LOCAL STREET PARKING PROVIDED-CAR WASH --�-- w3 E EAST SDR STANDARD DIMENSION RATIO R-9: HIGHWAY CITY OF ARLINGTON o ESAL EQUIVALENT SINGLE-AXLE LOAD SF SQUARE FEET STANDARD STALLS(9'X79') =3 STALLS- CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT i ESC EROSION AND SEDIMENT CONTROL SS SANITARY SEWER ACCESSIBLE STALLS 8'X19' =1 STALL Z ( ) THIS PF- 1 SEEN RE E NFD AND FVALUA IF FOR G NERAL CQYP'_AN(E JJ'.TH THE EX EXISTING ST STREET EARTHWORK OUANTITIES TOTAL STALLS =4 STALLS CITY OF AR NGT ON CODES AND ORDINANCES CON FORV ANCL 01 TIME DESIGN WITH ALL. H- FCMH FLOW CONTROL MANHOLE STD STANDARD APP:ICAc L-Ama ANC RFGUI AT IONS Is HF r.n!_AN EormLETE REsaoNs EnrY OF In FEE FINISHED FLOOR ELEVATION SW SIDEWALK EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN VACUUM STALLS =13 STALLS - THE(CFNSFR DESIGN ENGINEER avrosE STAVP ANr SIGNATURE APPEAR ON THIS FG FINISHED GRADE TIC TOP OF CURD SHEET ACKNO,VLEDGEKIENI OF CONSTRUCnON DR-NG EEV;EW DOES NOT MALY FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR CITY APPROVAL FOR CON„TPICT1ON ACT v T.ES THAT R QUIRE OrHER COUNTY.STATE o FL FLOW LINE TP TOP OF PAVEMENT SURFACE PREPARATION,UTILITY TRENCHING,OR SUBGRADES.THE VOLUMES ARE 'EMPLOYEE PARKING FOR CAR WASH TO UTILIZE PARKING ON ADJACENT PARCEL. OR FEDE N PERMIT REVIEW AND APPROVAL.THE PROPERTY N AND AND LICENSED FT FEET TW TOP OF WAIT- APPROXIMATE ONLY.CONTRACTOR TO PERFORM INDEPENDENT ESTIMATE FOR DE'.,N I ICAB EEP SHADS aE RLSRAUT LE FOR THE ACQUISITION AND E.SIT AN, DF HOPE HIGH-DENSITY POLYETHYLENE TYP TYPICAL ALL A?PT.ICl ALL PERMITS ANDIOR O CT AP"ION WHICH MAY INCLUDE SLIT ARE NOT rr BIDDING. WASH TUNNEL RESERVOIR CAPACITY PROVIDED(MAX.3 VEHICLES IN WASH OPERATION) uMlrrD To soF HYDRAUI IS PROTECT APPRovAL(HPA),WSDOE NorlcE of INTENT L HORIZ HORIZONTAL VERT VERTICAL (NOT).ARMY CORE OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE HP HIGH POINT W WEST CUT: 1,726 CY ENDANGER D P c.ES ACT TOTAL RESERVOIR =15 VEHICLES m HWY HIGHWAY WA WATER FILL: 1,810 CY o DO IE INVERT ELEVATION WSDOT WASHINGTON DEPARTMENT OF BY 1 '4L.t, I L DATE:Ajji /'24_ w LP LOW POINT TRANSPORTATION NET: 74 CY(FILL-IMPORT) eY ielopmem saP:yes M agar PROVED UCTION EYPIRE AFTER 18 MONTHS FROM THE DATE SHOWNASDCF OR UPON'PXFIRATION OFSPRE MINARY PLAT OR SITE PLAN APPROVAL. G No. Date Revision Description D680)ed By laeue Date: 7L TAc 07/25/2024 �'r� - � WET RABBIT EXPRESS CAR WASH Drawn By PWD3732 �" 1 t F JaV„ ' d ' ' ' 7530 204TH ST NE COVER SHEET CV-1.0 y me 3 cneacedBy hrgadrro: E T; r 6814GreenwoodAveN T(206)522-9510 seanle,VIA 98103 www.Pa Lwo.wN ARLINGTON, WA 98223 / SMM 10700009 2024,07.25120122.m DD' N A PORT/ON OF THE NW 1/4 OF THE NE 1/4,SEC. 14, TWP. 31 N., RGE. 5 E., W.M. GENERAL NOTES DEMOLITION NOTES GENERAL UTILITY NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFIC SITEWORK SPECIFICATIONS AND 1. - DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT.THESE 1. ALL IMPROVEMENTS SHALL MEET LOCAL,STATE DOT AND A.P.W.A.STANDARD SPECIFICATIONS. CITY OF ARLINGTON AND SNOHOMISH COUNTY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE.THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, PLANS.. EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. SLOPED PAVING,EXIT PORCHES,SIDEWALKS,RAMPS AND TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS.THE PLAN 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS.THE PLAN EXACT BUILDING UTILITY ENTRANCE LOCATIONS DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE 3. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. BASED UPON THE SURVEY PREPARED BY HARMSEN LAND SURVEYING,DATED NOVEMBER 15,2023.THE BASED UPON THE SURVEY PREPARED BY HARMSEN LAND SURVEYING,DATED NOVEMBER 15,2023.THE 4. ALL FILL MATERIAL SHALL BE IN PLACE,AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY IMPROVEMENTS.IF CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO IMPROVEMENTS.IF CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO EXISTING LINE. INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT 6. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. ACCEPT EXISTING SURVEY,.INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION,HE SHALL ACCEPT EXISTING SURVEY,INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION,HE SHALL 7. ALL UTILITIES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR WHEN CROSSING 18'VERTICAL CLEARANCE HAVE MADE,AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT HAVE MADE,AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). TO THE OWNER FOR REVIEW. IT TO THE OWNER FOR REVIEW. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES,SANITARY LINES,STORM LINES AND GAS LINE 3. CAUTION-NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF 3. CAUTION-NOTICE TO CONTRACTOR (EXISTING AND PROPOSED),THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES LEAST 10 FEET ON BOTH SIDES OF CROSSING,THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES,AND WHERE POSSIBLE, THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"CLEARANCE,MEETING REQUIREMENTS OF ANSI BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR A21.10 AND ANSI 21.11(AWWA C-151)(CLASS 50). HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTUTIES.THIS MAY INCLUDE COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE 9...LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND APPROVED BEFORE BACKFIWNG. POTHOLING,SCORING,OR GROUND PENETRATING RADAR(GPR)AT THE CONTRACTOR'S EXPENSE IT SHALL BE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE RESPONSIBILITY OF THE 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIUTIES WHICH CONFLICT WITH THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. PROPOSED IMPROVEMENTS ON THE PLANS. 11. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES 4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES UNLESS OTHERWISE NOTED.ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH 12. CONTRACTOR STALL COORDINATE WITH ALL URUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED.SIGNED CONSTRUCTION PLANS ELECTRONIC APPLICABLE STATE CODES. SPECIFICATIONS FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 13. CONTRACTOR TO PROVIDE TRENCHING,BACKFILI-,2-.4"PVC SCHEDULE 40 CONDUITS,AND PULLING WIRES FOR ACCORDANCE WITH THE BID DOCUMENTS. SIGHED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3'COVER MAY BE 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO IN PROGRESS DECOMMISSIONED AND ABANDONED IN PLACE,PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTIUTY PROVIDER. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD A DETAILED AS-BUILT SURVEY FOR THE FOLLONNG SITE CAPPED.EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, 14. CONTRACTOR IS TO PROVIDE TRENCHING,CONDUIT,AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND CONSTRUCTION IMPROVEMENTS: INCLUDING 10'BEYOND FOUNDATIONS,SHALL BE REMOVED .VAULTS AS REQUIRED BY UTILITY PROVIDER.POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER, ALL REVISIONS TO THE COLA APPROVED CONSTRUCTION PLANS. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS,DRAINAGE STRUCTURES,VALVE BOXES,VAULT LIDS SEE SITE ELECTRICAL PLAN FOR SITE UGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. ALL UNDERGROUND UTILITIES INCLUDING BUT NOT LIMITED TO STORMWATER,SANITARY SEWER,WATER, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. 15. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ELECTRICAL,ETC..PROVIDE RIM AND INVERT ELEVATIONS FOR ALL STORMWATER AND SANITARY STRUCTURES. 8. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL,STATE,AND ACCOMPLISHED BY UTILITY PROVIDER. ° SPOT REVATONS FOR ALL CURB RAMPS,ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING TO THE FEDERAL STANDARDS. RIGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. EROSION CONTROL NOTES SITE NOTES STORM DRAINAGE NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL,STATE,AND 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED,AND EXISTING PIPES TO BE FEDERAL STANDARDS. STANDARDS. CLEANED OUT TO REMOVE ALL SILT AND DEBRIS 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT-LADEN RUNOFF FROM 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE DISCHARGING FROM THE PROJECT SITE FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE.THE DESIGNATED SLOPED PAVING IN CAR WASH TUNNEL,EXIT PORCHES,SIDEWALKS,PRECISE BUILDING DIMENSIONS AND EXACT CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO ' TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A BUILDING UTUTY ENTRANCE LOCATIONS. RETURN IT TO EXISTING CONDITIONS OR BETTER. 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED 3. DIMENSIONS SHOWN REFER TO FACE OF CURB,FACE OF BUILDING OR TO THE CENTERUNE OF PAVEMENT 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0°COVER SHALL BE CLASS 50 DUCTILE IRON PIPE,OR APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. STRIPING,UNLESS OTHERWISE NOTED. EQUAL TO SUSTAIN H-20 LOADING. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT AND 4. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR 4. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR,MANUFACTURER'S VERIFICATION OF UPGRADING OF THESE ESC FACUTIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. MANNINGS CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY'NTH 5. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED ROUGHNESS COEFFICIENT N=0.012 OR LESS. G STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. JURISDICTION AND THE SITE IS STABILIZED. AS PART OF THIS CONTRACT,IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. 5. PVC(N G'S ROUGHNESS OR APPROVED EQUAL) 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED 6. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION,DIMENSIONS OF PROPERTY LINES,BASIS OF BEARINGS& 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE.DURING BENCHMARK INFORMATION. IS AT TOE OF CURB OR FLOWLINE OF GUTTER(WHERE APPLICABLE). CONSTRUCTION,NO DISTURBANCE BEYOND THE FLAGGED CLEARING UNITS SHALL BE PERMITTED.THE FLAGGING 7, SEE SHEET C-1.0 FOR SITE DIMENSIONS. 7.. CATCH BASIN INLET PROTECTION/EROSION CONTROL TO BE USED FOR ALL NEW INLETS SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 8. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED.SEPARATE COATS SHALL BE APPLIED NO SOONER 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED THAN 4 HOURS APART.(CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING WATERTIGHT. ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.DURING CONSTRUCTION,DEVIATIONS REQUIREMENTS.) 9. ALL STORM SEWER MANHOLES.IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,AND SHALL HAVE TRAFFIC FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. BEARING RING AND COVERS MANHOLES IN UNPAVED AREAS SHALL BE 6"ABOVE FINISH GRADE. LIDS SHALL 9. PARKING LOT STRIPING SHALL BE WHITE,4"WIDTH,&DOUBLE COATED,UNLESS OTHERWISE NOTED. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED S THE CONTRACTOR ON A BE LABELED"STORM SEWER'. 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,SEED,MULCH AND WATER UNTIL A HEALTHY FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL,AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS CONTINUED FUNCTIONING.ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES,STRAW BALES,SEDIMENT STAND OF GRASS IS ESTABLISHED. 10. SHOWN. NECESSARY.ALL COST SHALL BE INCLUDED IN BASE BID. PONDS,ETC.PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 11. EXISTING STRUCTURES WITHIN CONSTRUCTION UNITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND 7. AT NO THE SHALL CONCRETE,CONCRETE BYPRODUCTS,VEHICLE FLUIDS,PAINT,CHEMICALS,OR OTHER 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,INCLUDING BUT NOT LIMITED TO,ALL UTILITIES, INSTALLATION. POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM,OR STORM DRAINAGE,SIGNS TRAFFIC SIGNALS&POLES,ETC.AS REQUIRED.ALL WORK SHALL BE IN ACCORDANCE TO DISCHARGE FROM THE PROJECT SITE. WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL COST SHALL BE 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS INCLUDED IN BASE BID. ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 13. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'.ALL OTHER CURB RADII SHALL BE AS NOTED ON THE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY SITE PLAN PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 14 ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10'MINIMUM SEPARATION FROM OVERHEAD POWER LINES 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING .ING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE 11. THIS APPROVED"TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN"MUST BE IMPLEMENTED PRIOR TO VERTICAL ELEMENT INCLUDING,BUT NOT UMITED TO,LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. ANY SITE WORK.SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION.. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, E GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. GRADING NOTES SANITARY SEWER GENERAL NOTES 13. MAXIMUM SLOPES SHALL BE 21 HORIZ:VERT FOR FILL SLOPES,AND 2:1 HORIZ:VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FACILTES EXCEEDING 4'IN HEIGHT REQUIRE A SEPARATE PERMIT. 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT,UNLESS 1. ALL CONSTRUCTON/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE,NEAT AND 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN OTHERWISE NOTED. PROFESSIONAL MANNER,AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES.ALL SAFETY REQUIREMENTS I 60 DAYS SHALL BE HYDROSEEDED,OR OTHERWISE STABILIZED,AS REQUIRED.STRAW MULCHING OR PLASTIC 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. UTILITIES SERVING THE STRUCTURE.UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND o 16. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 3. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL.RECEIVE 4 INCHES OF TOPSOIL. INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFlWNG. N THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED,OR OTHERWISE STABILIZED,AS REQUIRED. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.CONTRACTOR SHALL 3. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED,INSPECTED AND ,g STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING STABILIZE DISTURBED AREAS'NTH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH N DURING PERIODS OF LOW GROWTH: OF GRASS IS OBTAINED. JURISDICTION.ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL WEST OF THE CASCADE MOUNTAIN CREST 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. _ DURING THE DRY SEASON(MAY 1-SEPT.30): 7 DAYS .ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY o, DURING THE WET SEASON(OCTOBER 1-APRIL 30): 2 DAYS 5. .CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. 3 17. SLOPE STABILIZATION.CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. ti EROSION.ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES INTERCEPTORS SHOULD BE 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED o CONSTRUCTED AT THE TOP OF LONG,STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE RUNOFF.CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S.PERMIT FOR STORMWATER DISCHARGE a SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN.WHEREVER A SLOPE FACE ASSOCIATED'NTH CONSTRUCTION ACTIVITIES. CROSSES A WATER SEEPAGE PLANE,ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED.IN 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO N ADDITION,SLOPES SHOULD BE STABILIZED IN ACCORDANCE.WITH ITEM(17).ABOVE. INCREASES IN THE VOLUME,VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 18. STORM DRAIN INLET.PROTECTION.ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. N PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST 9• CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS / BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 10. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. z 19. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS.THE USE 11. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. N OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL o THIS.PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE Cl NEW UNDERGROUND FAOU17ESIV71177ES SHALL BE INSTALLED WlH A&-UTA&E OONDI7-NS ON THE TITLE SHEET. UNDERGROUND LOCARAV DEVICE.INSTALL/12 GAUGE SCUD CAPE INSUL47ED COPPER IRACER I / INRE SEAIRLZY ATTA12IE0 TO EACH U71VTY AT 8-FEET AV CENTER.12'OF MAC&WE y. xu,L z mSHALL BE ACCESSIBLE ABOVE GRADE AT PE TERMIN4710N AND SHALL BE SECURELY D evelopment5ervlc s Manager a ATTACHED AT THAT POINT. THE CAV7RACTLTP SHALL INCLUDE ALL C057S ASSOgA7ED W IH THIS REQUIREMENT IN IW BID. DATE: t THIS APPROVAL VALID FOR.18 MONTHST o �' No. Date _' _. . LE -.z.?-i•= Revision Description Desgned By: Imie Date TAC 07/25/2024 Z, , ' „ ',F c`\\ WET RABBIT EXPRESS CA W o _ ESS R ASH Drawn By: PWD3732 TAC 7530 204TH ST NE PACLAND GENERAL NOTES CV-1.1 3 Checked By: Project No: 6814GmnwoodAwN T(206)522-9510 Seedle,WA 98103 -.Pndnxo.on ARLINGTON, WA 98223 / SMM 10700009 202407.25 12 01 23 0T00' G A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. CITY OF ARLINGTON GENERAL CONSTRUCTION NOTES CITY OF ARLINGTON SANITARY SEWER NOTES CITY OF ARLINGTON WATER NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS,AND CURRENT EDITION OF THE CITY OF ARLINGTON 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF ARLINGTON 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,ANY CHANGES TO THE DESIGN REWIRES CITY APPROVAL. STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRE CITY APPROVAL ' STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF 2. ALL MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND THE MATERIAL 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A COPY OF SUBMITTALS SHALL BE APPROVED BY THE CITY BEFORE SCHEDULING THE PRECONSTRUCTION CONFERENCE AND BEFORE PRIOR TO DELIVERY TO THE JOB SITE.MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIOR TO THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. THE MATERIALS ARE DELIVERED TO THE JOB SITE.ONCE THE MATERIALS ARE DELIVERED TO THE JOB SITE THE SCHEDULING A PRE-CONSTRUCTION CONFRERNCE. 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT,RIGHT-OF-WAY INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO MEET THE REQUIREMENTS OF THE CITY OF 3. WATER MAINS SHALL BE CEMENT-UNED DUCTILE IRON PIPE CLASS 52 UNLESS OTHERWISE APPROVED BY THE CITY. PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE ARLINGTON STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. OBTAINED BY THE DEVELOPER/CONTRACTOR. 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A SURVEYOR 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES BY CALLING ONE-CALL UNDERGROUND 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL ATTEND A PRECONSTRUCTION PRIOR TO CONSTRUCTION.THE CONSTUCTION STAKES MUST SHOW THE STATION AND OFFSET TO THE ALIGNMENT. UTILITY LOCATOR(1-800-424-5555)48 HOURS PRIOR TO CONSTRUCTION. CONFERENCE WITH THE CITY.THE CONSTRACTOR SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CALLING 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP OR 6. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA AND (360)403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CONNECTION TO AN EXISTING SANITARY SEWER MAIN.THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP OR WISHA. CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF CONNECTION. 7. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSIBLE.THE DEPTH OF OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF INSURANCE COVERAGE. 5. GRAVITY SEWERS,INCLUDING SIDE SEWERS,WITH 5 TO 14 FEET OF COVER SHALL BE PVC ASTM D 3034 SDR 35. COVER SHALL BE TYPICALLY 36 INCHES(3 FEET),AND MAY BE UP TO 60 INCHES(5 FEET)NTH THE APPROVAL OF GRAVITY SEWER MAINS NTH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL BE DUCTILE IRON PIPE 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS CLASS 52,OR C-900 PVC,IF DUCTILE IRON PIPE IS USED FOR SEWER,THE PIPE INTERIOR SHALL BE EPDXY COATED THE CITY ENGINEER.WATER MAINS UNDER THE STATE(OR COUNTY)HIGHWAYS SHALL MEET THE MINIMUM COVER 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE APPROVED PLANS.ANY DEVIATION FROM THE (NOT CEMENT-LINED). DEPTHS REQUIRED BY WSDOT(OR SNOHOMISH COUNTY). APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478.JOINTS SHALL BE RUBBER GASKETED AND 8. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS RECOMMENDED MAXIMUM PUBLIC AGENCIES. GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS ALL DEFLECTIONS,BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN EASEMENTS OR PUBLIC 6. ALL THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD SURVEY LIFT HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE OF THE RIGHT-OF-WAY. OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY MANHOLE TO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAY BE REQUIRED. - 9. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY PERMANENT STRUCTURES WITHOUT COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR i0 INDEPENDENTLY VERIFY THE ACCURACY OF ALL 7, SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 NTH FLEXIBLE GASKETED JOINTS.SIDE SEWER THE PRIOR APPROVAL OF THE CITY ENGINEER. UTILITY LOCATIONS. CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED ABOVE THE 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL SPRING LINE OF THE PIPE.WYES ARE NOT ALLOWED ON LINES 8°OR LARGER.SIDE SEWERS CAN NOT BE INSTALLED PURITY TESTS,AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE(1-8DO-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO UNDER DRIVEWAYS UNLESS APPROVED BY-THE CITY INSPECTOR. 11. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM,CONTRACTOR SHALL FIELD VERIFY THE LOCATION,DEPTH CONSTRUCTION. 8. ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24'-48"UNDER THE PROPOSED FINISHED AND MATERIAL OF EXISTING WATER MAINS AT THE POINT OF CONNECTION. 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF ARLINGTON. SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR.THE MARKER SHALL BE PLASTIC,NON-BIODEGRADABLE,METAL 12, ALL WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS.WHEN WATER IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS,ALLOWING CORE,AND DETECTABLE,WITH BACKING MARKED SEWER'. LINES CROSS SEWER UNES,THE MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET 9, SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR CLEARANCE WITH POWER,GAS, 13. TO FILL THE MAIN FOR FLUSHING,PRESSURE AND PURITY TESTS,THE CONTRACTOR IS REQUIRED TO USE AN APPROVED CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. TELEPHONE,CABLE,AND OTHER UTILITIES.SIDE SEWERS SHALL BE A MINIMUM OF 1D FEET BEYOND PROPERTY LINES METER AND DCVA.THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT BACK-SIPHONAGE THROUGH 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING NTH A AND 5'BEYOND ANY EASEMENT. THE DRAIN HOLE.AFTER SUCCESSFUL TESTING,THE CONTRACTOR WILL TIE INTO THE EXISTING SYSTEM,USING SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON THE EXISTING DISINFECTED SLEEVES AND SPOOL PIECES. FROM THE CITY INSPECTOR. SEWER OR FROM A DESIGNATED STARTING POINT.THE SEWER PIPE SHALL BE INSTALLED WITH THE BELL END UPSTREAM. 14. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION.ONLY AUTHORIZED REPRESENTATIVES OF THE CITY 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT"PLANS SHOWING ALL FIELD CHANGES AND 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA AND CAN OPERATE VALVES IN THE CITY WATER SYSTEM. MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES OF WISHA, 15. THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILLING AND FLUSHING WILL BE DONE THROUGH A RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE GTYS EXISTING SEWER SYSTEM,THE CONTRACTOR SHALL CROSS-CONNECTION CONTROL DEVICE,LOW VELOCITY FLOWS MAY BE ENCOUNTERED.THEREFORE,EVERY ATTEMPT SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY INSPECTOR.THE PLUG SHALL NOT BE BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE PIPE WITH CHLORINATED REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. WATER. CITY OF ARLINGTON ADA NOTES 13. ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE AND A MINIMUM OF i81NCHES 16 CONTROL, NDOR SHALL TRAFFIC CONTROLM TEMPORARY SOIL AS REQUIRED BY THEOSION AND CITY OR OTHERIMENTATION APP APPLICABLE ANOL,SUST CONTROL,NOISE GENCIE VERTICAL CLEARANCE FROM WATER LINES.SEE STANDARDS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND 17. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT OF ALTERNATIVES. THE CITY OR OTHER APPLICABLE AGENCY. 14. PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON STANDARD AND WSDOT STANDARD ADA NOTES: THE FOLLOWING NOTES SHALL APPLY TO HARDSCAPE FACILITIES WITHIN THE PUBIC RIGHT-OF-WAY. 18. ALL IN-LINE PIPE JOINTS SHALL BE RESTRAINED NTH FIELD LOCK GASKETS. 1. UNLESS OTHERWISE SPECIFIED ON THE PLANS,OR DIRECTED BY THE CITY ENGINEER,CROSS SLOPES OF SIDEWALKS SPECIFICATIONS.3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING MATERIAL.ALL PIPE 19. ALL FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. SHALL BE NOMINAL 1.5X.CROSS SLOPES SHALL NOT BE LESS THAN 1%NOR EXCEED 2X. SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION.THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH 2. MAXIMUM SLOPES SHOWN ON THE PLANS REPRESENT THE MAXIMUM ALLOWABLE SLOPES PERMITTED BY CURRENT ADA BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED REQUIREMENTS.THE CONTRACTOR SHALL TAKE INTO CONSIDERATION CONSTRUCTION TOLERANCES WHEN PLACING BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A SIDEWALKS TO INSURE MAXIMUM SLOPES ARE NOT EXCEEDED. UNIFORMLY DENSE UNYIELDING BASE. 3. COMPLETED SIDEWALKS OR OTHER HARDSCAPE ELEMENTS THAT EXCEED MAXIMUM SPECIFIED SLOPES OR ARE LESS 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 90%MAXIMUM DRY THAN MINIMUM SPECIFIED SLOPES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH OF 3'BELOW THE SURFACE.THE TRENCH BACKFILL MUST BE EXPENSE. COMPACTED TO AT LEAST 95%MAXIMUM DENSITY WITHIN 3'OF THE SURFACE.ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS.ALL COMPACTION TESTS ARE AT THE DEVELOPERS EXPENSE. CITY OF ARLINGTON TESC NOTES CITY OF ARLINGTON STORM DRAINAGE NOTES 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL PLAN DOES NOT CONSTITUTE AN APPROVAL OF 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THESE APPROVED PLANS AND PERMANENT ROAD OR STORM DRAINAGE DESIGN. CITY STANDARDS AND SPECIFICATIONS ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL BE SUBMITTED TO OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBIC AGENCIES. THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS.ACCEPTABLE BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE,PVC,HOPE,AND DUCTILE IRON,CORRUGATED METAL PIPES 3. THE TESC BMPS SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CLEARING AND GRADING ACTIVITIES, (GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE JOINTS MUST HAVE GASKETS ANO AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED BY THE CITY. LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.MAINTENANCE,REPALCEMENT,AND UPGRADING 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT DUCTILE IRON. APPROVED BY THE CITY. OF THE TESL PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE CITYS STANDARDS AND 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL BE CLEARLY FENCED OR FLAGGED IN SPECIFICATIONS(CHAPTER 4). THE FIELD PRIOR TO STARTING CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR FLAGGED CLEARING LIMITS 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95%OF SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION THE MAXIMUM DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. OF THE CONSTRUCTION PROJECT. 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY INSPECTOR,THE EXISTING TRENCH 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE FOUNDATION IS UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFlLLED WITH GRAVEL BEDDING EE CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS MATERIAL TO SUPPORT THE PIPE. NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS,AS REQUIRED BY THE CITY. 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF THE CONTRACTORS TO SIDEWALK CONSTRUCTION.STUB-OUTS SHALL BE MARKED WITH A 2X4"NTH 3 FEET VISIBLE ABOVE GRADE AND CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING CONSTRUCTION. MARKED'STORM.LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON THE AS-BUILT PLANS 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE SUBMITTED TO THE CITY CONTINUED FUNCTION AND OPERATION. 7. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY THE CITY.THE N USE AND INSTALLATION OF INLETS IS DISCOURAGED. 0 B. BETWEEN SHALL BE IMMEDIATELY 1 AND LY C ER DISTURBED AREAS THAT ARE TO BE LEFT UNWORKBETWEEN FOR MORE THAN TWO(2) B. ALL CATCH BASINS NTH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL BE TYPE 2 CATCH BASINS DAYS SHALL BE IMMEDIATELY COVERED BY MULCH,SOD OR PLASTIC COVERING.BETWEEN MAY 1 AND SEPTEMBFIi 30, DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7)DAYS SHALL BE IMMEDIATELY EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. _ COVERED BY SEEDING OR OTHER APPROVED METHODS, 9. ALL GRATES SHALL BE MARKED CUTFALL TO STREAM-DUMP NO POLLUTANTS".ALL SOUD COVER SHALL BE MARKED 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT 'DRAIN'..ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED NTH LOCKING FRAMES AND LIDS OR GRATES PER CITY STANDARD DETAILS. TRAPS UPON REACHING A DEPTH OF 12 INCHES. 10. ANY PERMANENT RETENTION/DETENTION FACIUTY USED AS A TEMPORARY SETTING BASIN SHALL BE MODIFIED WITH THE 10. ALL VEMEANTEBEVEL. IN THE GU11172 FLOW LINE(INLET AND CATCH BASIN)SHALL BE DEPRESSED 0.1 FOOT BELOW NECESSARY EROSION CONTROL MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY,AND SHALL BE CLEANED 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN FRAMES AND OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT FACILITY IS TO ULTIMATELY FUNCTION AS AN o INFILTRATION SYSTEM,THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. 0 11. MERE SEEDING FOR TEMPORARY EROSION CONTROL IS REWIRED,FAST GERMINATING GRASSES SHALL BE APPLIED AT 12. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN CONJUNCTION WITH, AN APPROXIMATE RATE OF 120 LBS PER ACRE. ALL CONSTRUCTION ACTIVITY,UNLESS OTHERWISE APPROVED BY THE CITY. 12, WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A MINIMUM 13. DETENTION/RETENTION PONDS NTH SIDE SLOPES STEEPER THAN 3:1 OR NTH A MAXIMUM WATER DEPTH GREATER THAN N THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER ACRE. 3 FEET SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. 3 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.MIEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, 14. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED OR SEEDED AND IN OPERATION STABIUZAIION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH WORK DAY. PRIOR TO,OR SODDED IN CONJUNCTION WITH,ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL w 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED ESTABLISHED BEFORE PAVING BEGINS. z FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS 15. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CLEANED BY THE DEVELOPER PRIOR TO THE CITYS ACCEPTANCE OF THE PROJECT, 15. MAINTENANCE AND REPAIR OF TESC FACNTIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON 16. WHEN INFILTRATION FACWTIES ARE CONSTRUCTED,COMPACTION OF SOIL IS NOT ALLOWED,AS THE DESIGN IS BASED ON CITY OF ARLINGTON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. NATURAL SOIL IN THE ORIGINAL LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING CONSTRUCTION DRAWING REVIEW APPROVAL 0 16. UPON COMPLETION OF THE PROJECT,ALL BMPS SHALL BE REMOVED FROM THE SITE AND RIGHT OF WAY.IF BMPS ARE CONSTRUCTION. REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION,ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE 17. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CITY INSPECTOR. DURING INFILTRATION SYSTEM INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. CONDITIONS ON THE TITLE SHEET. 17. THE DUFF LAYER AND NATIVE TOP SOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE COVERED BY IMPERVIOUS SURFACE, BY: m INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT THE PROJECT Development Services Manager Q COMPLETION,DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN 15.13 OF THE 2014 SWMMWW,POST CONSTRUCTION SOIL QUALITY AND DEPTH. DATE:,9,119114 THIS APPROVAL VALID FOR 18 MONTHS 3 i o. No. Date By Revision Description Deeknad By.- ]am Date: Lew rAc 07/25/2024 WET RABBIT EXPRESS CAR WASH Drawn By, PWD3732 m - s A , CITY OF ARLINGTON t -�h - ffl 7530 204TH ST NE CV-1.2 me 6614GreenwaodAveN T(206,522A61� GENERAL NOTES 3 `' Project N IN AL ` ARLINGTON, WA 98223 � SO 10/00009 2024.07.2512:01:24-0T00' Seat6e,WA98103 mxv.Pedwo.can vi A PORTION OF THE NW 1/4, NE 1/4 OF SECTION 14, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. - I-i-: '212TH ST NE 2 204TH ST NE LEGAL DESCRIPTION ° TABLE A NOTES PER STATUTORY WARRANTY DEED AFN 202405010309: PARCEL I; 1.. MONUMENTS SET OR RECOVERED AT ALL MAJOR CORNERS OF PROPERTY.(SEE MAP) 2. ADDRESSES OF SURVEYED PROPERTY IN SITE DATA BELOW A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14, VICINITY MAP TOWNSHIP 31 NORTH,RANGE 5 AST,W.M.,IN SNOHOMISH COUNTY,WASHINGTON, 3. FLOOD ZONE CLASSIFICATION SHOWN BELOW Y tr f11' DESCRIBED AS FOLLOWS: SCALE:1"=2,000' 4. GROSS LAND AREA SHOWN IN SITE DATA SHOWN BELOW COMMENCING AT A POINT 198 FEET EAST OF THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 14; 5. VERTICAL RELIEF WITH SOURCE OF INFORMATION SHOWN ON MAP PAGE. THENCE SOUTH 320 FEET, THENCE EAST 132 FEET; 7.(a)EXTERIOR DIMENSIONS OF BUILDINGS AT GROUND LEVEL SHOWN ON NEAP. THENCE NORTH 320 FEET; THENCE WEST 132 FEET TO THE POINT OF BEGINNING; 8. SUBSTANTIAL FEATURES ARE SHOWN ON MAP. EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED IN S NUMBER AND TYPE OF PARKING SPACES SHOWN BELOW. VOLUME 568 OF DEEDS,PAGE 6,UNDER RECORDING NO.1148158; 11.(a)LOCATIONS OF EXISTING UTILITIES ARE SHOWN ON NEAP BASED ON OBSERVED SURFACE FEATURES, - -ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN TH E BOUNDARIES OF 204TH STREET AS-SU ILTS MAPS AND UTILITY PAINT MARKS.NORTHEAST: UTILITY NOTES 11.(b)SEE UTILITY NOTES FOR UTILITY PAINT MARKING DETAILS, ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF ARLINGTON FOR STREET BASIS FOR UTILITY LINES SHOWN:FIELD OBSERVATIONS,AS-BUILT MAPS,&UTILITY PAINT MARKINGS PURPOSES BY DEED RECORDED SEPTEMBER 29,1993 UNDER RECORDING NO.9309290556. 13. NAMES OF ADJOINING PROPERTY OWNERS ARE SHOWN ON MAP. ON OCTOBER 13-14,2023. PARCEL II: PA NTPROVIDED BY: 16. NO EVIDENCE OF RECENT EARTH MOVING WORK,BUILDING CONSTRUCTION,OR BUILDING ON SUBJECT PARCEL. APIP IEOARKINGS PROFESSIONAL SERVICES PARCEL B,CITY OF ARLINGTON DUSKIN BOUNDARY LINE ADJUSTMENT CITY FILE NUMBER CONTACT:DANIEL HERRERA PLN#899,RECORDED MARCH 10,2022 AS RECORDING NO.202203105003,IN SNOHOMISH PHONE:425-386-5527 COUNTY,WASHINGTON. IN PROVIDING THIS SURVEY,NO ATTEMPT HAS BEEN MADE TO OBTAIN OR SHOW DATA CONCERNING SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. CONDITION OR CAPACITY OF ANY UTILITY EXISTING ON THIS SITE,WHETHER PRIVATE,MUNICIPAL OR PUBLIC OWNED. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE,UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS.UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE.UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN.FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THIS SURVEY.NO EVIDENCE OR STATEENT IS MADE TITLE REPORT SPECIAL EXCEPTIONS ® INDICATES SHOWN ON MAP FLOOD ZONE DESIGNATION EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS,CONTAINERS OR FACIILIITIESNING THATTHE MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. PER ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY.COMMITMENT NO.NCS-1 1 93299-WAl DATED SEPTEMBER 21,2023. ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN. (ITEMS 1.13,22,24-27 AND 29-35 ARE NOT SURVEY RELATED OR INTENTIONALLY DELETED AND ARE NOT SHOWN BELOW) - FLOOD INSURANCE RATE MAP:SNOHOMISH COUNTY,WASHINGTON AND INCORPORATED AREAS 14. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT,VIEWAND AIR,TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE PANEL 392 OF 1575 HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON:(NOT PLOTTABLE) COMMUNITY:CITY OF ARLINGTON-NUMBER:530271 PANEL NO.0932,SUFFIX F MAP NUMBER:53061C0392F RECORDED: DUNE 17,7955 RECORDING NO.: 7148158 EFFECTIVE DATE:JUNE 19,2020 (AFFECTS PARCEL 1) 15. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT,VIEW AND AIR,TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON:(NOT PLOTTABLE) RECORDED: AUGUST 17,1955 RECORDING NO.: 1156647 (AFFECTS PARCEL II) 16. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT,VIEW AND AIR,TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON:(NOT PLOTTABLE) RECORDED: AUGUST 17,1955 A A DATA /LT/L RECORDING NO.: 1156648 SITE GG (AFFECTS PARCEL IQ SITEADDRESS 7530204TH ST NE ARLINGTON,WA98223 17. WAIVER AND RELINQUISHMENT OF ALL CLAIMS FOR DAMAGE ARISING FROM THE ESTABLISHMENT OF A PUBLIC ROAD AS SET FORTH BY INSTRUMENT: (NOT PLOTTABLE) TAX PARCEL NO(S): 31051400100600,31051400101000 RECORDED: SEPTEMBER 8,1980 GROS$ +/-66,118 SQ.FT.(1.52 ACRES)SITE AREA: - RECORDING NO.: 1418185 (AFFECTS PARCEL 10 18. EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:(SHOWN ON MAP) RECORDING DATE: APRIL 14,1983 RECORDING INFORMATION:8304140147 IN FAVOR OF: PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: (PARCEL I)AS DESCRIBED THEREIN. 19, CONDITIONS,NOTES,EASEMENTS,PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY, RECORDED SEPTEMBER 09,1983 AS RECORDING NO.8309095005 OF SURVEYS,IN SNOHOMISH COUNTY,WASHINGTON.(NOTHING TO PLOT) (AFFECTS PARCEL I) 20. CONDITIONS,NOTES,EASEMENTS,PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY, RECORDED OCTOBER 08,1985 AS RECORDING NO.8510085005 OF SURVEYS,IN SNOHOMISH COUNTY,WASHINGTON.(NOTHING TO PLOT) ON SITE PARKING (AFFECTS PARCEL IQ REGULAR PARKING SPACES: 27 ®1. RESTRICTIONS,CONDITIONS,DEDICATIONS,NOTES,EASEMENTS AND PROVISIONS,IF ANY,AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE CITY HANDICAPPED PARKING SPACES: 2 OF ARLINGTON SHORT PLAT RECORDED SEPTEMBER 20,1989 AS RECORDING NO.8909205003 AND REVISED RECORDED NOVEMBER 07,1989 AS RECORDING NO.8911075003,IN SNOHOMISH COUNTY,WASHINGTON,(EASEMENT SHOWN ON MAP) TOTAL PARKING SPACES: 29. SURVEYOR'S CERTIFICATION CITY OF ARLINGTON SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE SURVEYOR'S V R J CERTIFICATION OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION,OPERATION AND MAINTENANCE OF THE TO LEAN GOAT VENTURES,LLC,A WASHINGTON LIMITED LIABILITY COMPANY,WR ARLINGTON LLC,A WASHINGTON DRAINAGE SYSTEM AND HEREBY WANE AND RELEASE THE CITY OF ARLINGTON FROM ANY AND ALL CLAIMS FOR DAMAGES,EXCLUDING DAMAGE CAUSED LIMITED LIABILITY COMPANY AND FIRST AMERICAN TITLE COMPANY: SOLELY BY AN ACTOR OMISSION OF SAID CITY AND INJUNCTIVE RELIEF WHICH THE OWNER,OR THEIR SUCCESSORS AND ASSIGNS MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASONS OF THE CONSTRUCTION,MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE (AFFECTS PARCEL 10 WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTI NSPS LAND TITLE SURVEYS,JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1,2,3,4,5,7(A),8,9,11(AXB),13,AND 16 OF ©3 EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:(SHOWN ON NEAP) TABLE A THEREOF.THE FIELD WORK WAS COMPLETED ON OCTOBER 18,2023. RECORDING DATE: NOVEMBER 20,1989 �,//^///A� RECORDING INFORMATION:8911200165 - SIGNATURE 4./ IN FAVOR OF: PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY I/ FOR: RIGHT TO ENTER SAID PREMISES TO OPERATE,MAINTAIN AND REPAIR UNDERGROUND OR OVERHEAD ELECTRICAL OE WA 'Cl ANOREW JASON MCLEAN TRANSMISSION AND/OR DISTRIBUTION SYSTEM,TOGETHER WITH THE RIGHT TO REMOVE BRUSH,TREES AND LANDSCAPING O 4t '" C:�' a., WHICH MAY CONSTITUTE A DANGER TO SAID LINES REGISTRATION NO.22019143 AFFECTS: (PARCEL II)AS DESCRIBED THEREIN. DATE: 6/12/24 • o 28. TERMS,COVENANTS,CONDITIONS,RESTRICTIONS AND EASEMENTS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT(BOUNDARY LINE REVISION) WEBSi220191Q V PLN#899:(NOTHING TO PLOT) EMAIL:E AndYmQh armsenlom 4� g0. EMAIL: andym�harmsanllc com .... RECORDED: MARCH 10,2022 AL LISP \,V RECORDING INFORMATION:202203105003 (AFFECTS PARCEL IQ u A LTA/NSPS LAND AND TITLE SURVEY REVISIONS:11-14-2023 UPDATED PARCEL AREAS PREP:10-20-2023 HARMSEN FOR REV ii 152023 LEAN GOAT VENTURES,LLC 11-15-2023 FIXED SECTION,TOWNSHIP,RANGE(CBS) AJM LAND SURVEYING•CIVIL ENGINEERING•LAND USE PLANNING WAS AERIAL MAPPING•WETLAND SERVICES NW 1/4,NE 1/4 OF SECTION 14, 6-12-2024 UPDATED LEGAL DESCRIPTION AJM TOWNSHIP 31 NORTH,RANGE 05 AST,W.M.. .SHEET OF 2 2822 COLBY AVE,SUITE 300 (425)252-1884 CITY OF ARLINGTON 1OF2 EVERETT,WA 98201 (360)794-7811 SNOHOMISH COUNTY,WASHINGTON 23-312 A PORTION OF THE NW 1/4, NE 1/4 OF SECTION 14, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. I CB TYPE II RIM=128.59 8"PVC S IE=124.85 UNABLE TO SEE OTHER PIPES PIPES NW,E PER CITY OF IARLINGTON GIS FOUND MON IN CASE I .vim SSMH 3"BRASS DISK W/2 PUNCHES ' 128' }` 30 6 0 30 HELD WESTERN PUNCH RIM=130.38 t,2 NE SCALE:V=30' DOWN H WITH CROWSFOOT NOT USED) 12"iN EIE=112.08 ,,<�;Ei4fi. o- HST.NEy a 12"OUT E INIE=l 11.96 �O ,n O Q VISITED 10-18-2023 N89°46'39"E 770.80'-P,SP(771.00'-M,R2) 14 �� 140.63'-Ri(140.8'-P,140.75'-R2,140.60'-R3) -- FOUND MONIN CASE BASIS OF BEARING ASS - txlf2llDED CURB S¢ $S-- 2'BRASS DISK W/PUNCH 3a0.03' ¢ SS-SS $S-$$ .SS-SS ASS- y LS 12716 1988" CATCH BASIN DATA ,'y Lam-T T T_-b p_ _ SITE BENCHMARK - SSMH DOWN 1.8' N89°46'39"E BETWEEN FOUND MONUMENTS ALONG 204TH ST NE PER SHORT _ iv i:TF,IN /z\ P K N1AG NAIL&WASHER RIM=131.53 SUBDIVISION FOR GRANT JENSON AFN 8309095005 OA TYPE 1 RIM=128.59 Ic - "� I e p EL=129.56 VISITED 10-162023 8"PVC N IE=125.82 I A y 12"IN E IE=113.15 ` 12"OUT IE=113.05 OB TYPE 1 RIM=126.48 t FULL OF WATER ACCESS UNABLE TO SEE PIPES S89°46'39'NJ 9177 \ DATUM NAVD 88 © SDMH RIM=129.62 q TELEPHONE 78"CPP IE=126.55 y PIPE GIS DIRECTIONSPERARLINGTON %iI0 O / VAULT N ry 'ARLINGTONPLAZA" \ g/ BENCHMARK �� `_ / MONUMENT SIGN \ $ / SET NAG NAIL&WASHER STAMPED HARMSEN CONTROL IN ASPHALT / PLRV�ERADIUS �ELANGLE ARC LENGTH DRIVEWAY TO BUILDING#7530 ON SOUTH SIDE OF 204TH ST NE.POINT LIES QD TYPE 1 RIM-126.86 ST.STA.923+86.88-Ri ^. Y' ]]] tI�FULL OF WATER /�/ MONUMENT - i 1FOOT SOUTH OF BACK OF SIDEWALK AND i FACE WEST OF FACE OF CURB. UNABLE TO SEE PIPES ' SIGN 10.0 PUD EASEMENT ' " 92.06'PER AFN 8304140147 ' 40" ELEV 12956 OE TYPE 1 RIM=126.90 A j I 75' GROUND I DRAINAGE I m ELEVATION ESTABLISHED BY GPS OBSERVATIONS UTILIZING THE WASHINGTON FULL OF WATER R COVER DITCH UNABLE TO SEE PIPES 7 „ I 21 \ STATE REFERENCE NETWORK. j �'� 20.0'DRAINAGE EASEMENT FO TYPE 1 RIM=132.53 I _ PER AFN 8909205003 18"CONC BE IE=130.06 1 I 18"GONG NW IE=129.96 �. / I,, I FOUND RERAR&CAP \ LOT I / / SURFACE NOTES © TYPE RIM=132.51 pp -'" /I Q-� p "AXI845502&3OTHER O / \ NU 18"CONCNW IE=130.05 LS MBERS"00 Ila f PARCELI t \ THIS SURFACE IS DERIVED FROM AN ACTUAL SURVEY ON THE GROUND. 1W CONC S IE=/30.26 33,033 SF 12"CPP E IE=/30,83 2 p / \ 'S\ / CONTOURS ARE SHOWN AT 1'INTERVALS. W m B 241( VERTICAL ACCURACY IS PER UNITED STATES NATIONAL MAP ACCURACY STANDARDS. .\ \ .�O\ DRAINAGE LOT. 2 SPIRAL CURVE CATA rPER-Ril II z2�r� �� e o o \\ DITCH BOUNDARY LINE ADJUSTMENT v= 3p°36'+5" , \ \ SURVEY NOTES Ac= 211 81 CON \ \ AFN 9305065005 R= 2111292.00' WALL \ \ \ / EQUIPMENT: 3 OR LESS TOTAL STATION T= 102.94' a BD I,' � lip. N140' ( " METHOD FIELD TRAVERSE AND - 1 2/3 �I 1�l E \ 0�n\ LANE 1953 LLC THE CLOSURES OF THE FIELD TRAVERSE CONDUCTED DURING THIS SURVEY MEET 1,5 0 DE' N \ \\\ \ \ / OR EXCEED THE MINIMUM CLOSURE STANDARDS STATED IN WAC 332-130-090. de= V5230" I / 1,0' 8.4' N 'LOT 1 THE TOPOGRAPHIC ELEMENTS AS SHOWN MEET OR EXCEED THOSE DE WHEEL 2'0 CONC WALL - I - \� - - JAY THREE TWO REQUIREMENTS STATED IN WAG 332-130-145. STOP(TYP SH DRT PLAT THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY �I ROW I c \ \ g VARIES I "DE I BUILDING `� VACANT LOT \ 47� MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL 20"DE P I #7530 03 u�i GRAS$/BLACKBERRIES \\2Lc��\ AFN 199910055001 EXISTING CONDITION AT THAT TIME \ E AlI� I \ 0, ' Ov / THE BOUNDARY DIMENSIONS AS SHOWN ON THIS MAP FORMA MATHEMATICALLY m CS.STA.921+96.68-Rt \\\\\\ \ / CLOSED FIGURE WITHIN+/.0.1' o I - 20"DE 1.0't .19 m SOS \ ?� z 12DE w :I3'a m I �\ \'� ry°dQvv�Y� / ! SURVEY REFERENCES n FF 130.4fi11 \ \20"DE °� m t03 w /\\ RAI // RECORD OF SURVEY AFN 8309095005 j 25.1 y�.�"p / SP SHORT SUBDIVISION FOR GRANT JENSON AFN 8909205003 20 DE CONC WALL I I O \ DHAG DI /l � N � \\ / P- PLAT OF JAY THREE TWO AFN 9405315002 2 2P'DE SSMH 7 \ / BOUNDARY LINE ADJUSTMENT AFN 9805065005 ,Vq 5S RIM=130.14 �� 6"PVC IN WIT=724.44 PAREL II Ri- RECORD OF SURVEY AFN 200209175002 12"L } l 8"PVC OUT N IE=124.34 7 20"DE /130' 33,085 SF \ \� / R2- BOUNDARY LINE ADJUSTMENT AFN 202203105003. a R3- WSDOT SR9 ARLINGTON VICINITY RIGHT OF WAY MAP DATED JUNE 29,1954 18 DEv i , I O PARCEL B \ � \ 18"DMPIE=129.95 20"DE _ " � ALA PLN aee ��\ R - 3p7dE AFN 202203105003 � � LEGEND I \ 32"DE S89°4639'W 117.70'-C,118.14'-R ~ �/ / 13t�_ 132_133 --134 .VACANT LOT Q- -- -- GRASS/BLACKBERRIES FOUND MONUMENT AS NOTED FOUND REBAR&CAP v 0 � O(y F '-"�--, q/S / �yy�2 -X FENCE(TYPE NOTED) DOWN71 0' 134 -` �- N/eL/2S SET 24"X 1/2"REBAR WITH CAP STAMPED"LS 22019143" G GAS ?OOO�P. I \ _UNABLE TO FIND Q FOUND IRON PIPE OR REBAR AND CAP(RBC)AS NOTED -SD- STORM DRAIN 132- 7 /SS. �i� NEXT SSMH NORTH FOUND REBAR&CAP I -738\ Ss6 a'y�cti� yx 3� / ° ©- POSSIBLY PAVED OVER N WATER METER -W .WATER "LS 12716" 137 \ 5740^F 1y'S� r -P OVERHEAD UTILITIES 0.4'W CONO 1y84. O�' ! w WATER VALVE SS- SANITARY SEWER Lqu, 7 /� �y FIRE HYDRANT� n. .� � -T TELEPHONE LINE .POWER VAULT / / / / IRRIGATION CONTROL VALVE 0 SOIL LOG/TEST PIT FOUND REBAR&CAP ® POWER METER /0 MONITOR WELL O POWER 3 OTHER JUNCTION BOX ' J DECIDUOUS LS NUMBERS" tL/ /3G / 0 3'. SW ® TRANSFORMER I PARCEL A ROB �� `° XB LIGHT POLE ®CEDAR(-C) I QN ROIY.: 41 LOT A Ti YARD LIGHT FIR(-F) ® I EAGLE FAMILY DENTAL BUILDING LLC / FOUND REBAR&CAP BLA PLN 211 TELEPHONE RISER CONCRETE yy "AXIS 45502&3OTHER AFN 201511305005 MAILBOX LS NUMBERS" ASPHALT / v SIGN I I SSMH / 9 BOLLARD I I RIM-734.47 �yy. 8 S IE=12].07 � SSMH 0 TYPE I CATCH BASIN I ) g,.OUi NE IE=126.97 RIM=133.48 IN S IE=126.69 TYPE II CATCH BASIN 8'OUT NE IE=128 59 I O STORM DRAIN MANHOLE I 0 SANITARY SEWER MANHOLE SD / 12'CMP I RIM=133.67 I 12 CMP S IE=131.14 12"CMP N IE=131.04 6"PVC W IE=131.32 ALTA/NSPS LAND TITLE SURVEY I PREP:10-20-2023 r'' HARMSEN FOR REV 11-14-2023 LEAN GOAT VENTURES,LLC AJM LAND SURVEYING•CIVIL ENGINEERING•LANO USE PLANNING SUAS AERIAL MAPPING-WETLAND SERVICES NW 114,NE 1/4 OF SECTION 14, AJM TOWNSHIP 31 NORTH,RANGE 05 EAST,W.M. 20F2 AVE, ,OUITE 300 (425)252-1884 CITY OF ARLINGTON SHEET 2 OF 2 EVE ETT,WA (360)794-7811 SNOHOMISH COUNTY,WASHINGTON 23-312 A PORTION OF THE NW 114 OF THE NE 114,SEC. 14, TWP. 31 N., RGE. 5 E_, W.M. I UNABLE TO R CITY OF SEE OTHER PIPES PIPES NW,E PER ARLINGT°NGIs DEMOLITION KEY NOTES EROSION CONTROL KEY NOTES Oi SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK,CURB AND GUTTER TO THE NEAREST JOINT. ❑A CONTRACTOR TO PROVIDE STREET SWEEPING REGULARLY DURING DEMOLITION AND EARTHWORK Sp W --- ACTIVITIES. -- Q REMOVE EXISTING CONCRETE CURB.. e SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT SSMH .PROVIDE A NEAT CLEAN EDGE FOR MATCHING. D-20 ❑e CATCH BASIN INLET PROTECTION.COORDINATE PLACEMENT AND TYPE NTH CITY INSPECTOR. o Q3 RIM=130ae e� ------- 2 C SILT FENCE.IN THE AREA ADJACENT TO THE TREE PROTECTION FENCING THE SILT FENCE SHALL BE 12"IN E IE=112.0a 2A,¢771-/3T N,F SHOULD VEHICLE TRACKOUT BECOME AN 4 COMPLETELY DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES,INCLUDING BASEMENTS D-2.0 12"OUT E W IE=111.88 ISSUE,MEASURES SUCH AS WHEEL WASH, INSTALLED AT GRADE(NO TRENCHING). — SHAKER PLATES OR OTHER APPROVED 771.00'-M,R2) — _ IN ACCORDANCE IWTH APPLICABLE CODES(UNDER SEPARATE PERMIT).DISCONNECT AND CAP — — — �--- — — — — s — ASURI S SHALL BE IMPLEMENTED. EXISTING UTILITIES AT THEIR MAIN LINE. DQ CONCRETE WASHOUT(ECO-PAN OR APPROVED EQUAL). ---ss ss— ss— 50 CONTRACTOR TO COORDINATE DECOMMISSIONING OF EXISTING ONSITE UTILITIES PER SERVICE PROVIDER ERE alm=i2eE5s I T .., 8sMH REQUIREMENTS.COMPLETELY REMOVE EXISTING UTILITY PIPE/CONDUIT WITHIN 5 FEET OF THE D 2 0 ❑E INSTALL TEMPORARY CONSTRUCTION ENTRANCE. ' -- 3 RIM=131.53 N —8"PVC N IE=125.82 1 v, o 1z°IN E IE-113.1s PROPOSED BUILDING PAD AND BACKFILL'MiH STRUCTURAL FILL.UTILITY PIPES LOCATED OUTSIDE THE ❑F APPROXIMATE LOCATION OF CONTRACTOR STAGING AND MATERIAL STORAGE AREA. -- - , TELEPHONE 12"OUT IE=113.05 BUILDING PAD LIMITS WITH GREATER THAN 3 FEET OF COVER AND NOT IN CONFLICT WITH PROPOSED 1D-• �I -i - - VAULT IMPROVEMENTS MAY BE GROUTED(CDF),CAPPED AND ABANDONED IN PLACE. MG SOIL STOCKPILE AREA,PROTECT AREA WITH PLASTIC COVERING AND HELD DOWN WITH SANDBAGS "..ta _ :J 7 - - _- __ __ _______ WHEN NOT IN USE. DECOMMISSION EXISTING GROUNDWATER MONITORING WELL.CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER FOR WELL DECOMMISSIONING. 4 HQ INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PROJECT PERIMETER.ADJUST LIMITS AS 19 CPPIE=12655 D-2.0 NECESSARY FOR PHASING. "ARLINGTON PLAZA" \ Q7 EXISTING UNDERGROUND UTILITIES TO REMAIN AND BE PROTECTED FROM DAMAGE. MONUMENT SIGN ❑i PROPOSED LOCATION FOR INFILTRATION FACILITIES,DO NOT ALLOW SOILS IN THESE AREAS TO BE DRIP NE n e ✓ f ILOCAl1ON OF NEW SSMH ® REMOVE EXISTING ASPHALT PAVEMENT. COMPACTED DURING CONSTRUCTION.PROTECT THE FACILITIES FROM SEDIMENTATION DURING NUMENT -, 11 \ CONSTRUCTION.DIRECT STORMWATER AWAY FROM INFILTRATION FACILITIES UNTIL THE SITE HAS BEEN 1 124 r 10.0'PUD EASEMENT Q9 INSTALL 6-FOOT HIGH CHAIN LINK TREE PROTECTION FENCING SECURED IN PLACE.FENCING SHALL BE STABILIZED. • SIGN 123 - PER AFN 8304140147 125126 5 ' DRAINAGE \ INSTALLED PRIOR TO ANY DEMOLITION WORK AND REMAIN FOR THE DURATION OF CONSTRUCTION. 127 — irS 11 DITCH ❑d APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP OR TANK.CONTRACTOR TO INSTALL 20.0'DRAINAGE EASEMENT 10 REMOVE EXISTING TREE. TEMPORARY SEDIMENT TRAP NTH A SURFACE AREA NO LESS THAN 780 SF OR 18,000 GAL s 2 -, PER AFN ea0azo5003 SEDIMENT TANK.SEDIMENT TRAP OR TANK HAS BEEN SIZED TO ACCOMMODATE THE 2-YEAR DESIGN "' I \ 11 SAWCUT,CAP AND ABANDON EXISTING 6"SEWER PIPE IMMEDIATELY UPSTREAM(SOUTH)OF NEW STORM EVENT. SSMH.GROUT EXISTING PIPE WITH CONTROLLED DENSITY FILL(CDF). Y I _ 13 „ I -� ❑K ROUTE CONSTRUCTION STORMWATER FROM TEMPORARY SEDIMENT TRAP OR TANK TO TEMPORARY ,\ 11 :•••,za6 L,� ,r, fs / L......_... 11'l \ 12 REMOVE EXISTING CONCRETE SIDEWALK. INFILTRATION POND. REMOVE EXISTING CATCH BASIN AND STORM PIPING. ALL DEMOLITION WORK AND GRADING WITHIN 30 FEET OF THE TRUNK SHALL BE COORDINATED WITH I I r I \ \ O D � A WSDOT ARBORIST SERVICES. AGE DITCH \ 15 STUMPS OF NORTHERN MOST HORNBEAM TREES SHALL BE REMOVED VIA STUMP GRINDER,NOT TORN LEGEND k'A -• OUT OR DUG UP NTH OTHER EQUIPMENT THE STUMP GRINDING MACHINE SHOULD NOT OPERATE WITHIN THE TREE PROTECTION AREA.GRIND OUT STUMPS FROM THE EAST SIDE.WSDOT ARBORIST REMOVE EX.CONCRETE PAVEMENT \\ Re'D I _1 I APPROX I.LIMI \ \\\ SERVICES SHALL BE PRESENT WHEN WORK IS PERFORMED. REMOVE EX ASPHALT PAVEMENT\\ 3 TS OU \ \\ �I� C __ INFILTRATION TRENCH D `I 10 I \ \\\ 16 INSTALL 6-INCHES COARSE WOODY MULCH(ARBORIST WOODCHPS)WITHIN 12-FOOT RADIUS OF /TYPICAL 10 zo 5 I TRUNK.KEEP MULCH 6-INCHES AWAY FROM TRUNK TO AVOID BURYING IT. SILT FENCE SF 3"D SAWCUT ————_———PROPOSED BUILDING e FOOTPRINT INLET PROTECTION 1--1 4 \ - R \ \ " CONCRETE WASHOUT 3 aD 1 13 EXISTING CONTOUR --- ----xzu-- — - lby DRAINAGE REMOVE EX.CONCRETE CURB&GUTTER DITCH i SOIL STOCKPILE AREA za^De , 2 ss SSMH H3b 14 "R \ 1 E \\ J \\\\ / CONTRACTOR LAYDOWN/STAGING AREA .. 8'PVC}bN W IE=124,44 zo•12 De / 8"PVC,UT N IE=124.34 I \ t'OO O \�\ \ Ii TEMP.CONSTRUCTION ENTRANCE O O r 1e•De s 124 � \ °? o O n \ \\ REMOVE EX.TREE Uc. , � 18"CMP IE=129.995 x0•De 128127 APPROX.LIMITS OF J ' �� \c p c'O o p c` INFILTRATION POND. C}' r & c o r,0 o 'D 0 \ \ o 30 try 129 0 /l \ / N / s U O J3}O O O G O AXIS 46502&R OTHER \ q°C10U p n 1 9 r LS NUMBERS" 3 OC YYY AP �/� f4, S �\�\ O OOOOp / 0.3'SW ER / — — c — ---\� APPRO%.LIMITS OU \ / �COONNDTRRUUCTON/MASS © • °a° j' REFER TO SHEET CV-1.0, CV-1.1, _ 6 CE ? IMF '� 4 ISSUE,SHOJI. MEASURES SUCH AS WHEEL EE Nit"ASH, :R /SHAKER PLATES OR OTHER APPROVED AND CV FOR GENERAL NOTES N -'� 7REE PROTECTION NOTE m /I/MEA URESSHALL BE IMPLEMENTED. ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DOH FIR TREE SHALL BE COORDINATED WITH h 3 WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. POWER VAULT A THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, / 1 / ` / Lnm CONRICT NOTE INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. r,5/ THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF • DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID ti �' yo/ UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT a UNNECESSARY GRADING IN THE CRZ. / -1 TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SCALE:1"=30' DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON FOUND REBAR&CAP 3 THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND D 15 30 60 °Als 4ss EIR SNUMB NUMBERS" m/ �o THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND I--�—� s NUMBERS" Q o CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL SSMH BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT % CONSTRUCTION STORMWATER SEDIMENT TRAP/POND SIZING: RIM=133.48 CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY w z PER THE 2019 DOE SWMMWW THE 2-YEAR DESIGN EVENT(PEAK FLOW)HAS r7 r, B"IN S IE=126.69 PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING'NTH BEEN EVALUATED FOR BMP SIZING.CONTINUOUS FLOW MODELING USING THE 59 8"OUT NE M-126. N /WESTERN WASHINGTON HYDROLOGY MODEL(WW CONSTRUCTION.HM)HAS BEEN UTILIZED TO i / CITY OF ARLINGTON DETERMINE PEAK FLOWS. CONSTRUCTION DRAWING REVIEW APPROVAL N BASED ON THE FULLY DEVELOPED CONDITIONS,THE 2-YEAR PEAK FLOW RATE THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE ° IS 0.35 CFS. CONDIT NS ON THE TITLE SHEET. THE CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER OF RECORD FOR y� I+_ FOR A TEMPORARY SEDIMENT TRAP OR POND,THE MINIMUM REQUIRED THE DECOMMISSIONING OF ALL GROUNDWATER MONITORING WELLS.GROUNDWATER WELLS BY: 1 U 1 LL IRL� m Know what's b@IOW. SURFACE AREA(SF)IS: SHALL BE DECOMMISIONS PER CHPL 173-160 WAC.PROVIDE 2 WEEKS(MINIMUM)NOTICE Development Servidas Manager / 1-- Call before you dig. 2080 X 0.35 CF FOR COORDINATION.S=728 SF DATE:9, THIS APPROVAL VALID FOR 18 MONTHS i No. Date By Revision Description Designed By Issue Date �;;i;sn UHAeL i TAC 07/25/2024 '' "'bra a o• ,�° y � ��6 , WET RABBIT EXPRESS CAR WASH Drawn By: PWLI3/32TAC 7530 204TH ST NE DEMO AND TESC PLAN D-1.0 L ty4' A b5N 3 Checked By: Project No; f VIAL •��k�n 6814 Gmnwwd Aw N T(206)522-9510 ARLINGTON, WA 98223 SMM 10/00009 2024.07.2512:01:25.07'00' Seattle,WA 98103 w"N,PxLIND..M A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWA 31 N., RGE" 5 E", W"M. No NnTEs " 1 SIT,Ilea BE—Inlet Gr flown(SIGO)far the schm WG1r SNUOhSN 9 Lwv �+ wS y 1 1-11 the—1 Of the SR knee It,do.091 I,SlIOpa b P1wnt 1E 1l 1 NPm ADwhe-Rd v a rd.0 W.M.F. 2, The BIGD 1111 heVer It 1,1111D tulh,aDw 1111E System ID H.-Blom). 'i3n^' 1 2 Peel Itllnlor—✓n aO vhn—wih Seel d 3"ennllen, FABTEN DEOTEN011 TO B•013111A nd 9413116) 3. Te0lmwal PyffRm muY allow removN of the IIQp vAUUJI epllllne the / W9I FVERWF NNI D.0 mNlowd—IteW 3 Bpl na LnRll rrbva be plered m law ep0le or Lump bcxtlane.If gfO1RN1NE_Y ,spy F aPENOL i1 located NL Nrw M IN-o Nhen.Dee IS—may he.10 Se A, Peft.malnlenehn m 1ECOrdenn Me SMRdMd =k' �elnalelNd NNW.the P1ELC1 GplMor Epplree Me nsiaEaUm. 6PaDEGeDOD SDL 3CI5). BCCKIlLj OEO A In"I alll Among n1Be1 TO Tell oonlwr them e'NAf. N1n.ecA [[f pgnlNnPE C%4rE TptM A 91 � ,.SELT UC I11N0'Tlfi•AYIDN bet'..dAAdel vAlow � � ��. .,.- 'an MIN.IENaAI 9IREROIt1 UV RNNAHIZCD EMT;PRAME -�a.>.>��-._ ,+3 ��. , 4 1 R6E NOlFI -W IN1£VAL EWSTEM m,NBCIANOlX.N..RA-E H�EIAN Al i BSmtnMrAxaaeepLs- I vA �, ,.. IWERILO'NBvpAEe ( .•"' YIRT IN lHN N I J , Be:CW11ETDMTEOE111 la KT OL'ING THE FEM00Y / OFF OuNG-KH.MM HIWS,'N.".GN. ROUND 7 N l �.......... ^ SURFACE FOLLtlAWOFkC WtON,O AVOm CI:NC unH F. R y-GBOTEirirUI RkLFIt�fCNLL.SEE SfAN0AR6 / {.1. —f OKRFLO'NBVPABRfTW) MTNd FLtlVAL COINALTpn MJG - tl " �) N1A['ITtIIRLL P09' - f BELOW In.fT dUTP pFNCE PN6VENT UNPERGUTNq KLITLS y " I o TYPICAL fer"N..R YRAWI ' -N000 OP STEEL 'J7J1 TY MBTALUTI ON 0liMl E ` YnTR p RMW+tNN F R16N FONT� f]� V I AA Nj_ R,. .�3.. Lnxo aM x[eoirEer BEETION V1lNY BECOMN)NEtY crAnK{GATE Np arosee .,ANDRa L SAL ISAI v NOT TO SEALE //},a� " feNNAIWYe No.Oo0oa0 g/�/ � �Lt' PABMC fOFAIFII�AL4E) )LfMM M IN>t NC AWT DAL&Lt FBNDS STORM DRAIN SEENOTE, UI w1.1SUPPOR1 INLET PROTECTION Is_EeSOMBTamSc_ SILT PENCE STANDARD PLAN 1-40.20-00 v 9Nffr 1 cc'1 IF— STANDARD PLAN M30.18.02 BPLICE.n RNCE RECnn..... L BF GOeE F_NWB" e I tfF 1 BNEE TODETIEN TO PREyENi SILT IAUFN NRTEP FRLaI -PF 0✓E ---TRW --"1 aL. !j ESCAMNOn1RQIDN TNe PfNCR AT TNF 0VE1ttN SPLICE OLtTAR. I (wBOh POSTS EF_(D �wMNMW wFoxwMY STORM INLET PROTECTION , SILT FENCE NTS L NTS CONSUTFt_ IS TRUCSED BY EKU ro B 0"MIN- lvpn DEPTH oveRFLovy -POST-1,11"O.D.,2.70 LB/FT TOP RAIL 1.66 IN OD,2,27 LB/FT 1�----7 I 1 0MPncreTED BY EMAVATIC GALVANIZED STEEL PIPE(TYP.) GALVANIZED STEEL PIPE(TYP.) LL Ip d CR EMBANKMENT E%LAVATION - /,L ]0'MW.ITYP1 3 ] OR EMBANKMENT �16rNq ROAD. SBEOIMBNTTMPOOTTOM" j \ Elf B-t nn DEPTH x- S - e.........feAtmN ._=� N0.9 GAGE,0.146"2 0.00",FINISHED aecTlDxevne � SIZE GALVANIZED STEEL WIRES,2" VISUALLY OBSCURING +'I n o PTN m m I 1 � - MESH,TOP AND BOTTOM SELVAGES SHADE CLOTH PER LOCAL s- PROVIDE eorFxrnE FOR SEPARATx>H- TWISTED AND BARBED CONFORMING TO JURISDICTIONAL REQUIREMENTS SFF - E NB DBPRCIFKATN)H ESPECIFICATIOX - aectro"s 11.1 eicr wee. / / �'J enRla ASTM A392,A491,F668,OR F573. SECTION O .A I AB NEOUIRE (Fn MIN.,EXCEPT\ (T 1 M N Y MAV BE REmI p TO (Fn MIN FON .p, / B E5N USS THAN ONE ACRE "; OF E%P09E0 SOIL /:.` , "FIRE LANE"SIGNS IF I °Vralo vHL° ' jP uu wolH OF REQUIRED BY LOCAL 01 N� PLALf CONB UC OHI OEOTE%T EF 80 0 EBSIEORE89 AREA CODES,ATTACH TO /ROADWAY 0 CO ISTRU—ON FRONT THE CTIOFE TRANCE THE ING b1 TI MIMMW (2"TYP,) FENCE OR S DIRECTED BY THE ENGINEER s p CONVE rruNo ` t oacNARDE To STABILIZED WITH DRIVEN OR BLOCK ONO 1 ` -- YANCE OMUFT,OR ISOMETRIC VIEW WITH ADEQUATE LATERAL LEVEL EPgEADER STABILIZATION N STABILIZED CONSTRUCTION ENTRANCE ASPHALT PAVING O -p STA911ZEDCONSTRUCnONENTMNCEaMULMEETn1ERE0UAEMFUTE N rFi f"o(P OF eTANGARP BPECIFICATmN SEC— CHANNEL 60t NTL ' J OVERFLOW IMITE OF QUARRY —_ � SPALL9-IT'PI I / CWgBE EOMPObi O TEMP. CONSTRUCTION FENCE PARTIAL PLAN VIEW OF BERM o SNowN LLARTtt 4 aETTLIHO POND LARGER FOR pE9 RH.+V Oq FIATT NTS --� P M ........ r ONE k.t PFORB ER ' � '. ' %�t'6'FOR aLOPLE aTEEPEF tunN AN,v 3 ]�P SETTL HD DEPTH— a ' � � N 0'I—ENT BTORAOE TYPICAL SECTION MISCELLANEOUS COMPOST BERM DETAIL EROSION CONTROL DETAILS i STANDARD PLAN 1.80.10-02 H SHEET 1 OF 15NEEt NOTI# LONGITUDINAL SECTION �OPRCOAY 51L I111CI MPROVEO FOR W&I TION TON PLACEDEOTEXTLE 1INOER THE SPIuwnr nqD SIDE BLCPE8 PN0vlof A LPyy.,e.. '! ,,, CITYOWING REVIEW d- � eONnxuoUS LATER eET_N THE dRAVEI.ROC.%AND THE NAnvE EARTHEN MAreglAl. "I °"""'" CONSTRUCTION DRAWING REVIEW APPROVAL o TEMPORARY SEDIMENT TRAP 9/w°W" H.N P.,.".."�«n..wWIN„ N o ------ THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET, Z CONSTRUCTION ENTRANCE & SEDIMENT TRAP BY: � m J Development Servic s Manager m NTS DATE:S1102A THIS APPROVAL VALID FOR 1S MONTHS w3 i IE No. Date By Revision Description DeS170d By Nleue Date: FN cq �gHARL Q .� dR'Rsti{h F,p 04 NAp/0'1'F i TAC 07/25/2024 y �� WET RABBITEXPRESS CAR WASH Drawn_TACey PWD3732 A'^ mI. , ' 7530 204TH ST NE TESC DETAILS D-1.0 CfoaCICed By: Project NO. . N'ALBe 6814 Greenwood Ave N T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 www.PACLAND.EON �, SMM 10700009 zoza.ozzslzot:zs•oroo' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP, 31 N., RGE. 5 E., W.M. LEGEND CONSTRUCTION KEY NOTES ;\ PROPERTY BOUNDARY - C-8.0 (D CONCRETE TRAFFIC CURB wa ,,: wm �--•.� CONCRETE SIDEWALK r.•w� 1 B CONCRETE TRAFFIC CURB AND GUTTER I -_• ... _._ �,� O auw ! e CONCRETE PAVEMENT C-8.3 © PERPENDICULAR CURB RAMP,TYPE B 04TH ST NE HMA PAVEMENT C-8.0 OD CONCRETE SIDEWALK.FOR SIDEWALK IN THE ROW,REFER TO COA STD.DTL R-170. 11 mmlam= ._� •-„�(�,__.__�,-,,.-,,,1�1.:.,_,._.._..,.___.._�.._.__..___.._._�__.._....____..___.._._._..____-._,.,.._..—_...__ '----........... ......._._._.-.__. _.... C-8.0 ® CONCRETE NOSE DOWN CURB "_--- --T---- '-" - '`" LANDSCAPING 0 2 F CONCRETE DRIVEWAY ENTRANCE,TYPE 2 _._�__ saga RIJRO ACCESS` (SEE LANDSCAPE PLANS FOR DETAILS) O ROOO aeas C-8.2TRAFFIC CURB © PAYSTATION ATTENDANT KIOSK,SEE ARCH PLANS FOR DETAILS 1eaw1 w,(— E _ TRAFFIC CURB k GUTTER --- - C A. QH PRECAST CONCRETE WHEEL STOP(TYP) c"mc mm WWIIw�' •--+ ... 30'..; _E_.._._._. __-- _ _.__, ----------------- 2 OI DETECTABLE WARNING SURFACE sau •' FLUSH CURB _ C 2 D Z 4QJ ACCESSIBLE PARKING STALL EX.MONUME T�9104 --"'�'S VACUUM EQUIPMENT �' C-8,1 ( PAD MOUNT TRANSFORMER AND VAULT. . NUMBER OF VACUUM STALLS V DRIPLINE B A © FLUSH CURB-THICKENED EDGE CONCRETE SIDEWALK \ p}{• K W q ., I 100PUDEASEMENT C-B.O �+ _ 0 • PER AFN 8304140147 NUMBER OF PARKING STALLS ® 3 ® TRASH ENCLOSURE CONCRETE PAD C-8.0 ' I t453•r V13 7. r,.a L 1; :.I I SITE LIGHTING a--+ -+ QN BOLLARD(TYP),SEE ARCH.PLANS FOR DETAILS E EXISTING TREE TO REMAIN 20.0 DRAINAGE EASEMENT a OO ASPHALT WEDGE CURB PER AFN 8909P05tl03 I I HH TYP. i,�I I © 4"-WIDE STRIPING(WHITE),45'ANGLE,2'OC -8.1 STOP SIGN(R1-1)AND STOP BAR 8 C i B RIGHT TURN ARROW I :'. . hI I •i� V'TYP. ,I- C-8.0 �j 14 \ Q CARWASH DIRECTIONAL SIGNAGE,SEE ARCH/MEP PLANS FOR DETAILS T }; I�•�•. . D7 ram- / \\ \�` C-8.0 Q DIRECTIONAL PAVEMENT MARKINGS V, a S �I BB TYP y LANE 195.i LLC 8\\ '\ QU CROSSWALK `` - — " N C-8. PARCEL:0082900000300 QV VACUUM EQUIPMENT,SEE ARCH/MEP PLANS FOR DETAILS (-I•,- HYDRANT t -,• V E B 4 yl. 0 \ \ 1 WO CONCRETE ROLLED CURB p \\ \ QX PAY STATION EQUIPMENT,SEE ARCH/MEP PLANS FOR DETAILS p i�J A •�•'• - `j A M \\ QY NOT USED. •� • �5.5 '.'.• CC• 1 \ \ OZ RIGHT TURN ONLY SIGN(R3-5R) '. '(' • ' 34.87 _ a 19"--' •28 12 8' \ \ d 0,e� •.(rr 4 I +.. O e, \ ® NOT USED. 75' .Y '.'. ice- --- 5.5 } 3 0 ROW '17 35'. �I C7". B I..II T \ Qq \\ \ y Y J 11 •' ' \ © SINGLE 4"WIPE STRIPE. BB ✓✓✓��/ \\ '` C B.1 CC CEDAR FENCE TRASH ENCLOSURE,GATE DESIGN BY INSTALLER. L ___ A I \ NR ARLINGTON LLC PARCEL-3I051400100600---.._ A B 8" 8 A `� � I � ` \ � ' \ APPROX.LIMITS OF CONSTRUCTION N X u - ?J'. I'� t------- o , -------'-- - STORMWATER 1 INFILTRATION \ .y„ EE PROTECTION NOTE POND A 7R \\ y� �+'•,� ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE COORDINATED WITH p1 WSDOT ARBORIST SERVICES AND SUB,ECT TO WSDOT REVIEW. '00.0 y;% ✓ ,% THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, 7,p. ✓ INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. OR ARUI�TON LLC AFsrq, �\. E " DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID \` PARCEL:31051400101000 \qay '� / UNNECESSARY GRADING IN THE CRZ. FT ACCESS EAGLE FAMILY DENTAL BUILDING LLC �* tir i F `< PARCEL:J1051400100900 ! /•' f` � • CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE j/ CONDITI NS ON THE TITLE SHEET. SCALE.1"=30' REFER TO SHEET CV-1.0, CV-1.1, AND CV-1.2 FOR GENERAL NOTES Bv. _ m o i s 30 so Devnelopment Servic a Manager Know what's b@IOW. DATE'f�I I'll if THIS APPROVAL VALID FOR to MONTHS Call before you dig. No. Date By Revision Description Deeo)edBy: bmDale AV�EN qy XCHAe4 i TAC 07/25/2024 s%F ;Fsy pe 9ry - WET RABBIT EXPRESS CAR WASH Drawn By, PWD3732 ( P r TAC +` Fero- , , q 7530 204TH ST NE SITE PLAN C-1.0 O f ."� rospdClMlM�,�W� Checked By: Protect No: qAL s,p ` Seattle, e,Green-od 98103 N T(206)522-9510 ARLINGTON, WA 98223 SeaMe,WA 98103 www.PncLnrvo.con rii SMM 10700009 2024.07.25 12:01:27-07'00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.MAI- \ 2047H ST NER L_.� a LEGEND PROPERTY LINE — — —— I a A � '""- =SS r 5s�.#-.... g5 __S,-,_ ...� S5-.,,______ SS._____�yg_'____SS_.___.•_�._- -- --" T - 29.01 b-- ADA ACCESSIBLE PATH/AREA WMN 41y-'". 1 _� IfL 11877 fl 128.81� I" 1 C 21 R 129.07 PROPOSED CONTOUR 30 aaal I)I �,., �...• EXISTING CONTOUR ff 7 fy 1 PROPOSED SPOT ELEVATION XXXXX - GRADE BREAK --------12& 129.25 1 3a f o d 4; I 24' I � I j �11�1--- / 0129.5 I' NIC 'A CO)vJ �1 \ ��• ..� C-2.1 11m I 1 001 III 4 J 4) Iyw'�I` 1zs 4 —_ 30 1 \. qq {I r Lu o I \ ' I 1 4 • �.___ 128129 N' Z� a E 130 131 -173 f4 iJ 09 -_„_ , 7�• 13271 TREE -"" PROTE TNNOR 1J267 ALL W WITHIN 30 FEE T OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE COORDINATED WITH WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, s C 1J290 • - / ' ,r'. 1J2B6 �j INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. � r'' 1 o \ ' ' / .� • DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID N 1 UNNECESSARY GRADING IN THE CRZ. ` N }a W � / a /� +� +' , UTILITY CONFLICT NOTE: z `� +J / + ••" f THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, CITY of ARLINGTON r DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON CONSTRUCTION DRAWING REVIEW APPROVAL o / THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND o / ® /. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE r; CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING URLIRES SHALL CONDITIONS ON THE TITLE SHEET. 10 + BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT I,,� ,,,, REFER TO SHEET CV-1.0, CV-1.1, CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY 1(,I�}�1 -�CSASM1 SCALE:1"=3O' / ' PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH BY Devel ment Semites Manager o ,5 '° 60 Know what's below. AND CV-1.2 FOR GENERAL NOTES P - CONSTRUCRON. L..� CaII before you dig. DATE: 11r1V THIS APPROVAL VALID FOR 18 MONTHS 3 0 No. Date By Revision Description De11I Br IMM Datc .� 1N cy KOL i TAC 07/25/2024 �sw�F.,r„ Fsy •'•vH + WET RABBIT EXPRESS CAR WASH Drawn By PWD3732 � m TAC A W= N.ffik , 7530 204TH ST NE GRADING PLAN C-2.0 3 eheac VI By: Project No: 6,,F)NAL , ' p8""n7'0 ry Seat GrWA 981tl Ave N T(206)522-9510 — ARLINGTON, WA 98223 / Seattle,WA 98103 www.PacLnrvo.mn v; SMM 10700009 zoza.oT.z6lz:ovza-oroo A PORTION OF THE NW 114 OF THE NE 114,SEC. 14, TWP. 31 N., RGE. 5 E., W.M. `■■ anion ■a■ ■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■: 2.59 i i i 1'5T i I i .. ■ 1 129.71 ■ 129.17 M..13 "". W------ -i-- ---- - ----- J 129 ■ \'soz �tie� � f m � N ■ 12. 128.69 118.61 129. 1 9i ■ ■ ■ ------- --t�---- ------ ------- ------- - ---- ------- G.B. 130—' 130.03 \ 1 5 J i" ■ ;! ■ i ox. 129.69 15D% 129.35 29.69 ■ ----- 129.02 a ■ ■ ■ 129.60 129.52 ■ ■ ■ ■ ■ — ■ — ■ f`■ 129.66 E ■ 129.58 - i■■■■■■■ ■■■r■ ■■■■■i ■N ■■■■ ■ ■■■■ ■■■■■■■■■■■■■■■■■■■r■N E CURB RAMPS 2 ADA PARKING AREA & ACCESSIBLE PATH TO BUILDING 3 CITY OF v O N Q N t� N / ,v N • L INGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N o o THIS PLAN SHEET HAS:.BEEN REVIEWED AND APPROVED PER THE. SCALE.1"=5' REFER TO SHEET CV-1.0, CV-1.1, CONDITIONS ON THE TITLE SHEET. BY: o ss 5 10 Manager 03 Know what's below. AND CV-1.2 FOR GENERAL NOTES DATE:Development eIoICJ1%A �THIS APPROVAL VALID FOR 18 MONTHS w Call before you dig. 3 c 0 No. Date By Revision Description Designed By, Issue Data �cxnei i TAC 202425 07 i i WET RABBIT EXPRESS CAR WASH Drawn By: PW03732 '$ -:� - .:: , GRADING BLOW—UP TAc �G.. 1 7530 204TH ST NE C-2.1 3 Checked By: Project NO. 6814 Greenwood Aw;N T(206)522A510 DETAILS N sMM 0�0000s °�zs,�°,�s °° Sea@le,WA98103 _.P.L P. ARLINGTON, WA 98223 REFER TO SHEET CV-1.0, CV-1.1, A PORT/ON OF THE NW 114 OF THE NE 114,SEC.14, TWP. 31 N.,RGE. 5 E,, W,M. AND CV-1.2 FOR GENERAL NOTES STRUCTURE TABLE PIPE TABLE TYPE RIM IE IN IE OUT $ TYPE RIM IE IN IE OUT DIA L SLOPE MATERIAL IA L SLOPE MATERIAL DIA L SLOPE MATERIAL I' (IN) (FT) (� TYPE (IN) (FT) (Z) TYPE (IN) (FT) (%) TYPE DRAIN(24"AST COVER) 12DRAIN 1. 123.50(8',SE) 123.50(8123.50 ,N) ® (STANDARD GRATE) 129.95 127.75(4',E) 127.75(12",W) 101 8 9 2.00 HOPE ®0 8 28 2.00 HOPE ® 4 37.0 2.00 HDPE w. _._ 1 TYPE 2 CH-10 FLOW SPUTTER 4" 128.99. 125.21(12",E) 125.21(6',S) 04 CLEANOUT 130.43 128.17(4',SE) 128.17.(4",W) 0© 12 7.5 0.50 HDPE ®0 8 39 2.00 HDPE 501 8 4.5 0.00 PVC PERF.. 125.67(8",W) 123.68(8°,NN) 36"NYLOPLAST DRAIN 124.21(6",N) PVC Film (SOLID COVER) 4p1 129.32 123.50(8',S) 03 12 26 0.50 HOPE 301 8 66.5 2.00 HDPE ® 8 4.5 0.00 ..._._._.'.�_..-._.._.___. 4..-. SL__.__ 103 W NYLOPLAST DRAIN 128.90 125.25(12",N) 125.25(12°,W) BASIN(24SIX1D COVER) 126.26(4"W') PERE a BASIN 2X7 GRATE ® CLEANOUT 129.15 125.25(6',W) 125.25(6',S) 0® 12 110.5 0.50 HDPE ® 6 6 2.00 HDPE ® 8 94 0.00 PVC OUT"2 204TH ST NE" (' ) TYPE 1 R 128.28 125.38(12",N) 125.38(12",S) PERF. (STANDARD GRAZE) ® CLEANOUT 129.79 126.50(6',NW) 126.50(6",E) 105 12 61 0.50 HDPE ©0 8 45.5 2.DO HDPE ®0 8 94 0.00 PVC 30"NYLOPLAST DRAIN PERF. �.._...�, u .,,, ..-.,,..;r,,=--. - ----....�-r.-. - --" .- -_ 105 128.35 125.94(12',NW) 125.94(12',S)1 a ;#-.--_-,y_��,.".---ss .., BASIN(2'X2'GRAZE) 50 CLEANOUT 12&90 123.50(6',III 123.50(6',N,E,W) 201 6 14 5.00 HDPE ®0 4 21 2.00 HDPE ®0 8 94 0.00 P� _.""""�,� L 1� V NYLOPLAST DRAIN 128.36 _ 126.73(8',NW) PERF. e BASIN(2'X2'GRATE) 126.25(12"SE) t zi,` ``{ ) .-- H,W- 36°NriOPLAST DRAIN 124.37(6',S) 123.50(8',N) CLEANOUT 129.18 123.50(6',N,S) 123.50(6',N,S) ®0 6 4.5 1.00 HDPE ©0 4 13 2.00 HDPE 601 12 17 0.50 HDPE t y - -•= zF,, 201. BASIN(MOLID COVER) 128.94 126.66(6'W) 123.50(8•,E) PVp s ®0 CLEANOUT 128.94 123.50(6",N,S) 123.50(6',N,S) ®0 6 3 1.00 HDPE 401 6 26 6.00 HDPE 701 4 363 0.00 CLEANOUT 129.32 125.07(6",E) 125.07(6",N) PERF CLEANOUT 128.71 123.50(6",N,S) 123.50(6",N,S) ®0 6 8 1.00 HDPE 6 25 4.00 HDPE -- OLDCASTLF 660-CPS v ®0 129.39 125.12(6°,E) 125.12(6°,11) }'!hT`- << ic..' "��" OIL/WATER SEPARATOR CLEANOUT 129.26 123.50(6",S) 123.50(6',S) ®0 8 65.5 2.00 HDPE ® 6 17.5 2.00 HDPE f - 1 ( M 1rI r 04 CLEANOUT 129.15 125.15(6",N) 125.15(6"W) DRIPUNE I 3 gyp, q,�,. O6 CLEANOUT 129.19 123.50 6,S 123.5p 6,S HIGH-DENSITY POLYETHYLENE PIPE HDPE SHALL BE ADS N-12 WF W SMOOTH INTERIOR N=0.012 &10.8 PSI JOINTS,OR APPROVED EQUAL 105 _- _ ® (" ) (" ) POLYVINYL CHLORIDE PIPE(PVC)SHALL E SDR 35,ASTM D3034 GASKETED,OR APPROVED EQUAL) t CLEANOUT 129.42 127.80 6,E 12A80 6,S (" ) (" ) POLYVINYL CHLORIDE PERFORATED PIPE PVC PER FACT DOWN. - I 601 DEBRIS BARRIER 12450(12°,N/S) ( SHALL BE RIGID SDR 35,TR APPROVED EQUAL INSTALL WITH PERFORATIONSNG t + f tl -! O 30"NYLOPLAST DRAIN 127.17(6",N) PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE,UNLESS NOTED OTHERWISE. r( ' 301 129 48 127 00(8"E) p e r3� is r e�±r BASIN 2'X2'GRATE 127.00(8',SW) 0 GRATE INLET TYPE 2 "L``�� r .,r.,;-�.�.a,, 0 12&55 - 124.84 ?4 '�'4 r lea=1=126.85 r403 a. 105 ® 2886-HDG ZURN CH GRAIN 129.40 5#8611 TART 1 861) �86 2 END(E12B51 WSDOT B-35.40 � 401�, N07E: UTILITY CROSSING TABLE -y0 t p y L\.\v 1. STORM STRUCTURES/103 AND f301 SHALL HAVE AN NYLOPLAST ENVIROHOOD INSTALLED ON OUTLET PIPE. BOTTOM UTILITY TOP TOPUTILITY INVERT CLEAR FINISHED GRADE J n r r Q7 2 75" 505 KT, 2. ALL NYLOPLAST STRUCTURES SHALL HAVE A 12"WIDE BY 6"DEEP CONCRETE COLLAR AROUND FRAME/GRATE ASSEMBLY. 1 6"SEWER 123.27 12"STORM DRAIN 126.09 2.82 129.11 1 2 6"SEWER 124.75 6"STORM DRAIN 125.89 1.14 129.49 - w 3 }/ 4p1 " STORM DRAINAGE DETAIL REFERENCES 'TABLE A' !� (_ r a ✓o� �`` B 701 - y \ wilslc�=_ / 3 6"SEWER 125.30 4°STORM DRAIN 126.87 1.57 129.74 STORM PIPE TRENCH SECTION 2 C 6.2 04 TYPE 1 CB 1/C-6.0 INFILTRATION TRENCH 4 6"SEWER 125.86 4"STORM DRAIN 126.62 0.76 129.51 r C„ t% A SOLID COVER 3/C-6.0 o STONE INFILTRATION 5 6'STORM 124.79 2.5°WATER 125.79 1.00 129.07 `Jf r'! al Q I' -�50 �. �. STANDARD GRATE 2/C-6.0 DETENTION TYPE GALLERY FLOW SPUTTER 1/C-6.4 6 2.5"WATER 124.75 12"STORM DRAIN 125.86 1.11 128.69 ` :1 „ ,\\ 36"NYLOPLAST DRAIN BASIN(7 ROUND COVER) 2/C-6.1 TOP OF STONE 126.50. t !J'7 1 V p �, 50 I+ I \ ,...- 30°NYLOPLAST DRAIN BASIN(7X2'GRATE) 1/C-6.1 7 6'SEWER 126.47 6"STORM DRAIN 127.68 1.21 129.35 `` Know what's below. NYLOPLAST DRAIN BASIN LADDER DETAIL 3/C-6.1 100-YR WSE 126.15 8 6"STORM 125.26 8"STORM DRAIN 126.07 0.81 129.18 IE=128.20 A c T, OSa �, \y ., Call before you dig. NYLOPLAST ENVIROHOOD 4/C-6.1 `. •, ZURN TRENCH DRAIN 1/C-6.2 BOTTOM OF STONE 122.50 9 6"SEWER 124.58 6'STORM DRAIN 125.67 1.09 129.33 v ( III a I r T 104 � OLDCASTLE(660-CPS)0/W SEPARATOR 1/C-6.5 CROSSING NOTES: II f 1 '_ ip3 ,-,- \c£� INFILTRATION TRENCH SECTION 1/C-6.3 HIGH GROUNDWATER ELEV. 117.50 1. FOR CROSSINGS WITH LESS THAN 6"OF VERTICAL SEPARATION.A 3"X 48"X 108"SHEET OF ETHAFOAM 220 SHALL BE h_{ ! 507 r r �' \ CLEANOUT 3 C-6.2 0 v PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND CROSSING PIPES AND THE ETHAFOAM SHEET. 0 101 -_ ` ��ti `.> DEBRIS BARRIER 1 C 8 B Ii I v.i IE 12744 A 201 2 �.� - c -! ,( `.. t \ .GRAZE INLET TYPE 2-WSDOT B-35.40 2/C-6.5 TOTAL HEIGHT 4.00' iIDU �z a 101 60 �. 0 129 STORAGE DEPTH 3.00, CONSTRUCTION KEY NOTES ej V 102 SYSTEM FOOTPRINT(100'X15')T 1,500 SF QA CONNECT TO BUILDING OR CANOPY ROOF DRAIN LEADER.CONFIRM EXACT LOCATION WITH ARCHITECTURAL AND E 0 . /_-- 601 AT BASE PLUMBING PLANS. u" \ _ 10 \ 1 iac 0 INSTALL 4°RIGID PERFORATED PVC(SDR-35,ASTM D3034)FOOTING DRAIN PLACED AT THE BASE OF THE i 04 601 '\ HEEL OF THE FOOTING WITH PERFORATIONS FACING DOWN.DRAIN ROCK AND GEOTEXTILE FABRIC PER F� \, GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ao '" 124 __ ti• \ 'TABLE B' 0 '+=" j30 I �... -- 725126 '.��.- fie` ` j;f INRLTRATION POND © STORMWATER INFILTRATION TRENCH.SEE"TABLE A"THIS SHEET. a �1 l 0 • • 1s'-1\\"� ivlze ' e :=i=1..res SURFACE IN D STORMWATER INFILTRATION POND.SEE"TABLE B"THIS SHEET.BASE AND SIDES OF INFILTRATION POND SHALL DETENTION TYPE IE=128.43 A a �� ' - 130 '4'. '' k'-,, / POND BE HYDROSEEDED FOR PERMANENT STABILIZATION. FREEBOARD ELEV, 128.50 @ INSTALL 6'GATE VALVE(NORMALLY OPEN)IN CAST IRON BOX WITH TRAFFIC RAZED LID(AASHTO H-20). « - r-�' � PROVIDE MATCHING T-HANDLE,SET TO WORKING HEIGHT. 100-YR WSE 127.16 INSTALL 12°THICK RIPRAP PAD WITH 4"-6"ANGULAR STONE PER WSDOT 9-03.11 2.RIPRAP SHALL BE TOP OF POND 127.50 LINED(BOTTOM AND SIDES)WITH MIRAFl 180N NON-WOVEN GEOTEXTLE FILTER FABRIC(OR APPROVED r�'�' r / rf EQUAL). / ,, /r`` / r ` N '.rF ND TOP OF SEDIMENT STORAGE 124.50 BOTTOM OF POND 124.00 TREE PROTECTION NBA- ' - TREE SHALL BE ALL WORK PROPOSED WITHIN 30 FEET OF THE TRUNK OF THE 47.5 INCH DBH FIR / f STORAGE DEPTH 3.00' �. .>r,,,vF.en=sr COORDINATED VATH WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW LEGEND - - \ ' f` �.�[�./7 THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS, HIGH GROUNDWATER ELEV. 117.50 ASPHALT REMOVAL,INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARING NEARER THE TREE AND MOVING PROPERTY LINE r r AWAY TO AVOID UNNECESSARY GRADING IN THE CRZ. ,' /;�r BOTTOM AREA 1,075 SF _ N LIMITS OF INFILTRATION GALLERY ''i%/% rim i � r{ N G,f i Fr'�1Glar%;1 F �F4�,{� �; � 1 W rE_ fart° f� r " }l�fj � Z STORMWATER PIPE IIllIIY C0IFi1CT NDTE ,,I,a THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF f fd - f/' f + F 2 s CITY OF ARLINGTON UNDERDRAIN --•�--w---w-- UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT i/' s, ,�, j; re k� CONSTRUCTION DRAWING REVIEW APPROVAL o TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, w FOOTING DRAIN DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON ` /�` - n THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTIUTY LOCATE 811 AND ''!(r f'' U1IUTY TRA=W1E NOTE THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE rn THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND '/(-y `� CONDITIONS ON THE TITLES SHEET. j ROOF DRAIN LEADER .a-��- CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL r.`�/ ALL NEW UNDERGROUND SHALL BE INSTALLED A DETECTABLE BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERITY WHETHER TI NOT r UNDERGROUND LOCATION DEVICE.INSTALL A#12 INSULATED SOLD CORE TRACER WIRE SCALE:1"=3�� BY: I I�'i,!L,t1 �aLVA m i r SECURELY ATTACHED TO EACH UTILITY AT 8-FEET ON CENTER.12"OF TRACER WIRE o 15 3o 6o Developmen?S•ry Manager m STORMWATER STRUCTURE ••®®. CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY SHALL BE ACCESSIBLE ABOVE GRADE AT THE TERMINATION AND SHALL DE SECURELY PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH ATTACHED AT THAT POINT.THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED CONSTRUCTION. WITH THIS REQUIREMENT IN THEIR BID. DATE: 9,ILNIL4- THIS APPROVAL VALID FOR,18 MONTHS i o No. Date By Revision Description 1 e889,ed W IsKm Data t >� TAC 07/25/2024 H\� WET RABBIT EXPRESS CAR WASH Drawn By: PW03732 y �� •��" r� , 7530 204TH ST NE STORM DRAINAGE PLAN C-2.2 TAC Chocked By, Project NO; 6814Geenw 03wN Tv(206)522-95110Suittle,WA ARLINGTON WA 98223 SMM 10700009 2024.07.2512:01:30-07'00' REFER TO SHEET CV-1.0, CV-1.1, A PORT/ON OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M, AND CV-1.2 FOR GENERAL NOTES SANITARY SEWER STRUCTURE TABLE CONSTRUCTION KEY NOTES IrIAOL.I..; RIM=129.50 �RIM-129.53 RIM=129.82 SSMH of IEr�,"��_y„ SSCO 05 l� 8"FIRE HYDRANT SERVICE.CONNECT TO EXISTING WATER MAIN, Gn n ( )NI 5.34 EX. IE(6"IN,OU7J=124.41 E(6")=125.13 IE(6"SW)-121.35 SUMP ELEV.120.00 1 ..... a _..-. ---•--- ----- ---- •-----•- --•---•---- -----+-------�__.__._.... ,,,-•___ © INSTALL CEMENT MORTAR LINED DUCTILE IRON RESTRAINED JOINT PIPE(CL52)• l RIM=129.25 SSCO 04 RIM=129J6 1 RIM=129;5 C-7.0 awr IE(6"S,W)=123.60 IE(6°)-124.86 S- ""IE(6°)=124.82 © 2"DOMESTIC WATER SERVICE.CONNECT TO 8"WATER MAIN. 2 wmr y sl _ IN W ...- 1�y IE(6"NE)-123.50 C-7.1 >aaM ~�` "- 1 - -� ''- � RIM=129.41 TANK 01 RIM=t129.68 VARIES RIM=129 20 QD INSTALL 2"COMMERCIAL DOMESTIC WATER METER.RPBA TO BE PLACED IN BUILDING. rISSC E(6°)°)=12 E 6 IN,OUT=124.93 E(6")=125.82 "IM_t1u3a \\, ;�" -----•---- 'N-"�`"':_""_..----`------•-' 1`�-'-•' - Q CONTRACTOR TO CCTV EXISTING SS LATERAL COORDINATE WORK VA1H CITY INSPECTOR. 1G IN t It 11f.)S �� W \ 204TH ST NEB 1 rn r1 r w c 1 i`rE' _ RIM=129.41 RIM=t129.71 VARIES RIM=129.68 1 --- VLV 01 SSCO 06 QF INSTALL 2.5"DOMESTIC WATER LINE(MUNICIPEX OR APPROVED EQUAL) __ IE(6")=123.98 ANK 0 IE(6 IN,OUT=124.93 �- IE(6°)=126.34 1,2 C-7.0 INSTALL FIRE HYDRANT. C 2 ' - , --�` '`•'_'`>"�" SS --BS-- ,.,---- SS'---S.s_.=--,g_.�-_-yS_.....„.. .. S �.. BRIM=129.41 RIM=l129.64 VARIES �1 RIM=129.82 sa•a _...- n 1 rPs, r Y -� SSCANK 03 H LANDSCAPE IRRIGATION POINT OF CONNECTION. •ddw 71fi'. .'1MI.rT3T "r T r ,-, f�..,,,,, s�r."i IE(6°)=124.00 IE6IN,OUT=124.93 IE(6")=124.82 anoa _ _�.s rc rII 1 U?17R� ��, EX.METER TO BE USED FOR IRRIGATION nz^r+c t i.. ' QI INSTALL IRRIGATION DCVA.SEE IRRIGATION PLANS FOR CONTINUATION. 3 ___,_ / ,,,• 1." 1 f- •r'° �L=129.41 TANK 04 RIM=3129.58 VARIES C-7. awl IE(6"IN,OUT)=124.07 IE(6"IN,OU =124.93 (2) INSTALL 1-2"P.V.C.(GREY,SCH.80)CONDUIT W PULL ROPE FOR TELEPHONE.INSTALL 1-2"P.V.C. -" -'- 1,j{,,-:wl,..- -• ---- ••�,-- -- --- - "" "" (GREY,SC H.80)CONDUIT W/PULL ROPE FOR BROADBAND AND/OR FIBER CABELING.CONTRACTOR TO _ COORDINATE SERVICE LINE LOCATION AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS AND H 1 r09 E L PURVEYOR PRIOR TO CONSTRUCTION. N SANITARY SEWER PIPE TABLE U a SSMH 01 R 0 APPROXIMATE LOCATION OF TELECOM CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT y m 43 LF 6"PVC r�17 LF 6"PVC 5.5 LF 6"PVC 50 LF 6"PVC LOCATION DRIPLIN r Z MH 0 S=SU 00% S=2L r 00% 9 5 0� 00% S=2� 00% ' //~ M © POWER J-BOX.CONTRACTOR TO COORDINATE LOCATION AND SCOPE OF WORK NTH SNOPUD PRIOR TO o �I S SSCO 02 1 Ir F 6"PVC r- 2�6"PVC 5.5 LF 6°PVC r,�23 LF 6„PVC CONSTRUCTION. O VLV 01 X P S=3u -26% SIJ 2 ppX 0 S=0.00X g=2u pp%- r `� AND SCOPE OF COORDINATE SERVICE LOCATION,VAULT SIZE, �y - I r SSCO 0 S �-�� 1 I 1 MQ PAD MOUNT TRANSFORMER AND VAULT.CONTRACTOR TO Z ""' • 111 WORK NTH SNOPUD PRIOR TO CONSTRUCTION r;-�6"PVCI-�6"PVC 7.0 LF 6"PVC �L7.5 LF 6"PVC S=3U 26% S=2U OOR 11 S=2.00% S-2-�-r 00% N PRIMARY POWER TO TRANSFORMER.CONTRACTOR TO TRENCHING,BEDDING AND BACKFlLL PER SNOPUD IH. � 4 1i - �'�� n ONS 01 U �j'-� J � � C i f T 1 2 LF 6"PVC 5�6°PVC 61 REQUIREMENTS.CONDUIT INSTALLATION BY CONTRACTOR. r- L MH 0 V D�I��, S=3U 26% S=OU OOR 12 5=2.F 6"PVC 00% QO SECONDARY POWER TO BUILDING.CONDUIT INSTALLATION BY CONTRACTOR.TRENCHING,BEDDING AND 2 . BACKFlLL PER SNOPUD REQUIREMENTS. 1, { �`.��•,. 6-'I 12 /,:; o` r ' e © APPROXIMATE LOCATION OF POWER CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT RP BA FOR DOMESTIC WATER TO S SSCO 04 1 ✓7 •- � C PRIVATE SANITARY SEWER PIPE SHALL BE P.V.C.(ASTM 03034,SDR-35) C-5.0 LOCATION, I I` BE PLACED IN THE BUIL ING. T TANK 01 I" °SSOO DB S I\ • 00 C { II o ✓j / f 'i ,� ' ,I @ SEE ARCHITECTURAL/ELECTRICAL PLAN FOR ROUTING TO SITE LIGHTING,SIGNAGE,AND PAY STATION EQUIPMENT. I _ " " UTILITY CROSSING TABLE REFER TO SHEET C-2.2 FOR STORMWATER CROSSINGS 3 g x ANK 0 T! R INSTALL SANITARY SEWER MANHOLE NTH DROP CONNECTION. 1,2,3 1 �..2-6"RW GATE VALVE(FL X MJ) 0 �I-THRUST BLOCK O C-5.1 C-5.2 ° BOTTOM U77LITY TOP TOP UTILITY INVERT CLEAR FINISHED GRADE 2 � 0 INSTALL SANITARY SEWER CLEANOUT. 11 0 I I LI VI Io /10 /,. 8 • '\,• INSTALL OLDCASTLE PRECAST 2,000 GALLON RECLAIMED WATER TANK. 1 6"SEWER 125.02 2.5"WATER 126.42 1.40 129 63 ''J/,� I S SSCO 05 . .Nirrr' ANK 04 T i \ OT 1 r WW 2 6°SEWER 124.96 2.5"WATER 128.22 1.24 129.42 C_5 3 - APPROVED EQUAL).VAULT INSTALL OIL/WATER SEPARATOR(OLDCASTLE PRECAST MODEL 660 CPS,OR APPRO AL.CROSSING NOTES: SHALL HAVE A HEAVY-DUTY TRAFFIC RATED COVER TO SUSTAIN H-20 LOADING. C 5.2 ( � 14 SSCO 0 S 0\ \\•• 1. FOR CROSSINGS WITH LESS THAN 6"OF VERTICAL SEPARATION.A 3"THICK SHEET OF ETHAFOAM 220 SHALL BE PLACED i I 1 I l = // y ♦ B 8"DI BETWEEN THE PIPES WITH SAND PLACED AROUND CROSSING PIPES AND THE ETHAFOAM SHEET. INSTALL 48"MODIFIED TYPE 1 MANHOLE NTH SUMP FOR PRETREATMENT. 3 2,3 / \ + L WORK PROPOSED WITHIN 30 FEET OF THE TRUNK OF THE 475 INCH DEN FIR TREE SHALL BE COORDINATED NTH O PLUMBING PLAN. T OF CONNECTION TO BUILDING SEVER LINE.CONFIRM EXACT LOCATION /BUILDING W APPROXIMATE POINT W I �•��?a� r ° Y ` 29 v \ ALL PROTECTION NOTE: - - !�X INSTALL 6"GATE VALVE NORMALLY OPEN IN CAST IRON BOX NTH TRAFFIC RATED LID(AASHTO H-20). WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. PROVIDE MATCHING T-HANDLE,SET TO WORKING HEIGHT. .: w �\ THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. QY INSTALL 2"P.V.C.(ASTM D3034,SDR-35)VAPOR VENT LINE AT 2%MINIMUM SLOPE(UP)FROM O/W 1 r --- -`\3I \ DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID SEPARATOR TO THE BUILDING.SEE PLUMBING PLANS FOR CONTINUATION. 3° Y / - UNNECESSARY GRADING IN THE CRZ. O c INSTALL SANITARY SEWER MANHOLE. 1,2,3 ® CONNECT TO EXISTING GAS SERVICE MAIN.CONTRACTOR TO COORDINATE NTH CASCADE NATURAL GAS FOR CONNECTION AND INSTALLATION OF SERVICE LINE AND METER.CONTRACTOR SHALL PROVIDE TRENCHING,BEDDING,AND BACKFlLL PER CASCADE NATURAL GAS REQUIREMENTS. Izs �� ., .esc r� / r 730 131 \` ..„�\�'\. / Q/ NTUr/ -'IwN'Nfl7C- ;�,I \ ^"\ \ / / ALL NEW UNDERGROUND FACILITIES/UTILITIES SHALL BE INSTALLED NTH A DETECTABLE UNDERGROUND LOCATION DEVICE.INSTALL A N12 INSULATED SOLID CORE TRACER WIRE N - - - _�'}' ,"' r w\ `'`y.._ �`V` •- SECURELY ATTACHED TO EACH UTILITY AT 8-FEET ON CENTER 12"OF TRACER WIRE N Y' SHALL BE ACCESSIBLE ABOVE GRADE AT THE TERMINATION AND SHALL BE SECURELY \`\'\ r/ ATTACHED AT THAT POINT.THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED ,c F..., WITH THIS REQUIREMENT IN THEIR BID. ' Irnm NT NOTE \ s f 1-THRUST BL GED Trc H` THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,UDS,ETC.)AND ARE SUBJECT OCK TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 1 DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES NETHER SHOWN ON r,,., THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND LEGEND THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND a / .(/� CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL PROPERTY LINE - - - - WATER LINE -,-w-w- \ AV yh/ !` BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT ! CONFLICTS EXIST,IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY STORMWATER PIPE WATER FITTINGS do THRUST BLOCKING .s x x \ f 7 PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. STORMWATER STRUCTURE ••0■• HYDRANT x i i„".'•'� / r ti SAWCUT --------- WATER METER(SIZE PER PLAN) s fs %• CITY OF ARLINGTON W 114 1$.4e ® '4' } CONSTRUCTION DRAWING REVIEW APPROVAL SANITARY SEWER PIPE _„_„_n_ BACKFLOW PREVENTION ASSEMBLY �, v w"ra�azcet: N (SIZE PER PLAN) /'' / a OUT NE 1f-1?P s= J ��/ • o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M SANITARY SEWER STRUCTURES ® CONDITIONS ON THE TITLE SHEET. UNDERGROUND POWER SCALE:1"=30' BY: .� � RECLAIM WATER TANK ® / Know what's below. mm TELECOM *-r-,- � / 0 1s ao so Development Se Ices Manager � OIL/WATER SEPARATOR (�J ..._._.. _._ Call before you dig. DATE:°Dj1c;1g4 THIS APPROVAL VALID FOR 18 MONTHS w3 No. Date B Revision Description Designed Ely: Issue Date: �Lrn 'C ..Cy �fMA EG, TAC 07/25/2024 \:t` �sy �a°'" 'r WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 m rra� 7530 204TH ST NE UTILITY PLAN C-3.0 TAC y A I W�a Checked By: PraJeOt No.: `"J •� Sea111e,6VA 8103�N T PxLAND° ARLINGTON, WA 98223 G SMM 10700009 2024.07.2512:01:31.07'00' A PORTION OF THE NW 114 OF THE NE 1/4,SEC. 14, TWP. 31 N., RGE. 5 E., W.M. NOTES: 1.MANHOLES TO.BE CONSTRUCTED IN ACCORDANCE WITH 7.FOR DEPTHS OVER 25'MANHOLE BASE SLAB DESIGN AASHTO M-199(ASTM C 478)UNLESS OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. fY 3BYa4kltmda ON PLANS OR NOTED IN STANDARD SPECIFICATIONS, Z 8.ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED (SEE T 2 CLLASS 000. REINFORCED SA NON-REINFORCED CONCRETE N CHANNEL THICKGM NIMUM ANDDIC3"EACH SDEOOF JOINT MINIMUM. iv `y AND SHELF SHALL BE CLASS 3000.ALL PRECAST THEY MUST BE INSPECTED PRIOR TO BACKFlLL. TOP 3' CONCRETE SHALL BE CLASS 4000. MIN COMPACTION 9.'CORE DRILLING ONLY,HAMMERING KNOCKOUTS WILL 95%MAX DENSITY 3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS. NOT BE ALLOWED KOR-N-SEAL FACTORY INSTALLED 4.ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM BOOTS ARE ALLOWED CAP YIELDASKETED YIELD STRENGTH OF 80,000 PSI AND BE MC IN THE ",MANHOLES 5-7'DEEP MUST BE FLAT TOPS. CAST IRON LOCKING. UPPER HALF OF THE BASE WITH 7"MINIMUM CLEARANCE, BACKFlLL RING AND COVER MIN COMPACTION ONE SIZE LARGER 5.CUTOUT HOLE SIZE IS THAN PIPE PIA. EQUAL TO PIPE OUTER 14"-18" 90X MAX DENSITY DIAMETER PLUS LABELED "SEWER' CLASS 4000 MANHOLE WALL RING AND COVER CONCRETE 30"SQ pgyEp THICKNESS MAXIMUM SEE SS-030 SURFACE PIPE SIZE IS 12"FOR91. : 12" 548"4"MANHOLE,24"FOR ADJUSTMENT SECTION ,1 �VEP 54'MANHOLE 7mOHNE UNPAN®ARFAS MINIMUM DISTANCE BETWEEN HOLES IS IN F� e'(MEASF TH ON THE MININSIDE OF THE CAL END MANHOLE). PLUG. PRECAST CONE : 8.MANHOLE SIZE (ECCENTRIC UNLESS PIPE ZONE MIN COMPACTION TYPE DEPENDS ON SIZES, ry OTHERWISE SPECIFIED) 90X MA%DENSITY LOCATION AND. GROUT NUMBERS OF HOLES POLYPROPYLENE O FOR PIPES.MANHOLE - STEPS PER SS-050 WYE n DESIGN AND SIZE 48"OR 54 (SEE NOTE 2) D,fl9E�CI 9HALL BE APPROVED MIN D 0 CI AND WARRANTED BY SEE NOTE 6 p THE MANHOLE BEDDING SUPPLIER, PRECAST RISER / � \J SECTIONS FOUNDATION MATERIAL 1� J 9 IN MAX ACTIONN `---LJI 74" o GROUT LgDDER AS REWIRED PAVED AREAS ' SEE SS-040 — 1� �L————— J MAX.HOLE SIZE IS 12" c N, 'FOR 48 MANHOLE,SEE n .SE WN FOR NOTES MANHOLE.(SEE 12" NOTES 5&6 ABOVE) SUMP FOR PRETREATMENT 20" - NGM 12"CAST IRON LOWNG RING AND COVER REINFORCING STEEL(FOR PRECAST 1.ALL BACKFlLL MATERIAL SHALL BE PLACED IN 4.COMPACTION TESTS SHALL BE AS REQUIRED BY THE BASE WITH INTEGRAL RISER)0.75 SO OLYMPIC M1025 OR APPROVED EQUAL. IN/FT IN EACH DIRECTION FOR 48" LIFTS N07 TO EXCEED 12 INCHES BEFORE CITY ENGINEER,BUT IN NO CASE LESS THAN 2 TESTS MORTAR FILLET DIA.0.19 SO IN/R IN EACH COMPACTION UNLESS AUTHORIZED BY THE CITY EVERY 200 FEET OF TRENCH(ONE AT SUBGRADE AND DIRECTION FOR 54"DIA. ENGINEER DUE TO THE CHARACTER OF THE ONE AT 50%OF TRENCH DEPTH). PRECAST BASE WITH INTEGRAL RISER MATERIAL AND THE COMPACTING EQUIPMENT. 5.IN-PLACE DENSITY AND MOISTURE CONTENT WILL BE - CRUSHED SURFACING BASE COURSE 2.MECHANICAL COMPAC1ON OF BACK FILL DETERMINED USING NUCLEAR METHOD,ASTM NOTES: 48 DIA.-6" 8"MIN.DEPTH COMPACTED TO MIN. MATERIAL SHALL NOT BEGIN UNTIL THE DEPTH 2922-7L 54'DIA.-e" —..6"� 1-0• 95%OF STANDARD DENSITY OF COMPACTED BACKFlLL MATERIAL 15 2 FEET 1. CLEAN-OUT PIPE AND FIRINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN, ABOVETHE TOP OF PIPE. 6.LABORATORY MAXIMUM DRY DENSITY AND OPTIMUM 2. A SANITARY TEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. SEPARATE CAST IN PUCE BASE MOISTURE CONTENT WILL BE DETERMINED USING THE OR SEPARATE PRECAST BASE 3,EACH LIFT SHALL BE MECHANICALLY COMPACTED MODIFIED PROCTOR METHOD IN ACCORDANCE WITH TO THE REQUIRED DENSITY PRIOR TO PLACING ASTM D-1557, 3. SEWER STUB WILL SE EXTENDED 10'BEYOND PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO REINFORCING STEEL(FOR SEPARATE BASE ONLY PREVENT DAMAGE TO CLEAN-OUT AND MINIMIZE CONFLICTS WITH.OTHER UTILMES WHEN SERVICE TO 0.23 SO IN/FT IN EACH DIRECTION FOR 48"DIA SUCCEEDING LIFTS OF BACKFlLL MATERIAL. MINUS. BUILDING IS ACCOMPLISHED. 0.30 SO IN/FT IN EACH DIRECTION FOR 54"DIA 0 7.BEDDING MATERIAL 9HALL BE uno�n Uaw[. DEPARTMENT OF PUBLIC WORKS urrom n t+urt DEPARTMENT OF PUBLIC SORES wemm n nrrt DEPARTMENT OF PUBLIC TOR16 GtTY O♦, _ STANDARD DETAIL Gtt O STANDARD DETAIL Gtt O STANDARD DETAIL nnv+m+ STANDARD DETAIL NUMBER .n ni+,+nr STANDARD DETAIL NUMBER . nn+ro" STANDARD DETAIL NUMBEa o v* 04 TRENCH SECTION SS-120 v®t SEWER CLEANOUT SS—�$O v®'t MODIFIED MANHOLE TYPE I W/ c`I <IRO't *<INO'�O 'Plrxp40 SUMP FOR PRETREATMENT TRENCH SECTION �� SEWER CLEANOUT T PRETREATMENT MANHOLE NTS L NTS NTS v v� 0 N K Q N 3 0 N W 2 H N CITY OF ARLINGTON FE CONSTRUCTION DRAWING REVIEW APPROVAL 0 o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CON DIT ONS ON THE TITLE SHEET. BY: m DODevelopme Sa Ices Manager I I� DATE: G �i' THIS APPROVAL VALID FOR 18 MONTHS c 0 No. Date BY Revision Description Deeipned By, Issue Data TAC 07/25/2024 WET RABBIT EXPRESS CAR WASH Drawn By PWD3732 l T TAC t\ p 7530 204TH ST NE SANITARY SEWER DETAILS C-5.0 3 Checked By: Project No: NAi , 6814 Greenwood Ave N T(206)522-9510 ARLINGTON, WA 98223 / $MM 10700009 2024.07.2512:01:32-07'00' x Seattle,WA 98103 w P.Lnrvo.coN Gi A PORTION OF THE NW 114 OF THE NE 1/4,SEC. 14, TWP. 31 N., RGE. 5 E", W.M. NOM. L_ rcc ANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 7.FOR DEPTHS OVER 25'MANHOLE BASE SLAS DESIGN OIA LIFT HOLE t:M AASHTO M-199(ASTM C 478)JNI.ESS OT.ir-RWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. /2"THICK'WE6S LOCKING HOLE(TYR)3 PLACES ON PLANS OR NOTED IN STANDARD SPECIFICATIONS 8?LACES 8.ALL INTERIOR AND EXT' NS JOINTS'0 BE GROUTED 3/8"HIGH CLEATS AND 2.ALL REINFORCED CASE N PLACE CONCRE'E SHALL DE (SEE GROUT SPE i,'t An` GROU'10 BE 1/2" LETTERS CLASS 4000.NON-RENFORCEO CUNCRF-E IN Cw1NNEL THICK MINIMUM AND EACH SIDE OF JOINT MINIMUM. AND SHELF SHALL BE CLASS 3000,ALL PRECAST THEY MUST BE INSPECTED PRIOR TO SACK^-ILL. 3"RAISED LETTERS CONCRETE SHALL BE CLASS 4000, 3 PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS. NOT BE ALLOWED KOR-N-SEAL FACTORY INS WIS +• ]6A:i 9.CORE OPILLINu ON Y HAMMER NG KNOCKOUTS STALLED 2-5f1g"TYP B0075 ARE Au,.wEC. + + A ��, A 4.A.L 365E REINFORCING STEEL SHALL H4VE A MINIMUM A • A YIELD STRENGTH OF 60000 PST AND BE PLACED IN THE 1O MANHOLES 5'-7 SEEP MUST BE PLAT'TOPS. UPPER HALF OF THE BASE WITH 1"MINIMUM CLEARANCE. OUT HCL.SIZE IS ELEVAnON EQUAL TO PE GC-ER 14"-18 �• •• 3/4"RIB$ IJAMETER PLUS MANHOLE WALL RING AND CODER 6 PLACES THICKNESS.MAXIMUM \m SEE 55-030 ••. + + • ••.. . 1/2" aIPE szF I5 12 FOR RED REFLECTOR RED REFLECTOR 48'MANH LE 24 OR . AD,IU51/.1ENT SECTION h \� ®' 54"MAN HOLE. fN \� (I�` MiNIMLM DISTANCE m < BETWEEN HOLES IS n 24' 1 T 9°(MEASURED ON THE 0 ::: FILM NSWE OF THE z .... '. —_ MANHOLE). ,� ., �. PRECA<T CONE ryyA., (ECCENTRIC UNLESS i'W\ e.DEPENDS SIZE n OTHERWISE SPECFIED) DEPENDS ON SIZES. CATION AND F NUVSE9_OF HOLES t> POLYPROPYLENE 27-SIa• FOR PIPES MANHOLE w STEPS PER SS-050 DESIGN AND SIZE 48"OR 54" 8• 1/2'GRADE 60 STEEL 5 a S"I BE APPROVE. SEE NOTED REINFORCING BAR(ASTM A-615) / AND WARRANTED BY s .. if8" 26-1f4" j THE MANHOLE SUPF�IER I PRECAST ER POLYPROYLENE ASTM De'Ct . RIS I SECTIONS STEP MEETS ASTM C 4,9 ^ z SEMON A A MAX.HOLE "LE S 12' lt� GROUP —LADDE SEE R-04Dj— FCR 48 MANHOLE,24 FOR 54"MANHOLE.(SEE .n .. -50.E 1/2/FT(TVP) 1 7A' - NOTES 5 @ 6 ABOVE) T U CONSTRUCT CHANNEi,AND 6" • '�"• I' SHE i- TO TH_CROWN OF".HE SEE N07E 1 0 24" 5' z I .. I I .: V;E E1 NS REINFORCING EORCING STEEL(FOR PRECAST NSIDE BASE WITH IN E-RAL RISER)0.15 5O �/�+r•%�-}� IN/FT IN EACHERECTION FOR 48 SEV11� ABC MORTAR FILLET I} Dk 019 SO N/FF IN EACH DIRECTION FOR 5 OR, NarS: ((( PRECAST BASEWITH INIEGRAL RISE . CRUSHED SURFACING 665E CCU.RSE �� 1. MANHOLE RINGS SHALL BE GRAY IRON CONFORMING TO THE REQUIREMENTS OF AASHTO M 105.GRADE 308- 48"DIA.-6 MIN.DEPTH COMPACTED TO MIN. 54"DIA.-8" -.�g•� 0..��95z OF STANDARD DENSITY - 2. MANHOLE COVER TO BE DUCTILE IRON CONFORMING TO ASTM A536,OR 80-55-06 OLYMPIC FOUNDARY PART NO.MH30 OR APPROVED EQUAL. SEPARATE CAST IN PLACE BASE SALE ELEVAnON 3. LOCKING COVEP TO BE USED IN ALL LOCATIONS.THE LID SHALL BE LOCKED.DOWN WITH 3-5/8"S.S- OR SEPARATE PRECAST BASE KvE+ SOCKET HEAD CAP SCREWS. REINFORCING STEEL(FOR SEPARATE BASE ONLY) 1.STEPS LOCATED IN RISER SECTIONS SHALL BE'6'. 4. RING AND COVER SHALL BE TESTED FOR ACCURACY OF TIT AND SHALL BE MARKED IN SETS FOR DELNERY. 0.2J SG IN/FT IN EACH OIREC FION TOR 48"D'A E 0.30 SO IN/FT IN EACH DIRECTION FOR 54'CIA 5- ALL CASTINGS TO HAVE A BITUMINOUS COATING, DBPAR?lflW OF PUBLIC TomG uwam A anc DEPARTIghT OF PUBLIC YOM STANDARD OEfAII GS4Y O MVNWm `0i DRPARiIBNT OF PUBLIC TRIM57ANDARO DETAIL titx u _i ova STANDARD DETAIL 3TANNUMBEHEu1L �tY° , W Nn+ram. STANDARD DETAIL NUMBER STANDARD DETAIL NuueER x1aM+uec • +x slw%ce o v4 0; MANHOLE TYPE 1 SS-0I4 4�; MANHOLE LADDER STEP SS-050 SS-O30 MANHOLE COVER u7 1 MANHOLE TYPE_ I MANHOLE LADDER STEP 3 MANHOLE COVER 2 NTS NTS NTS 3 C V) O M) Of Of Q N 3 o N W Z CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL o THIS PLAN SHEET HAS BEEN REVIEVVED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. m BY: �llYTTwA,pTm�e-nI m DeveopmentManager DATE:(('Ili 94 THIS APPROVAL VALID FOR 18 MONTHS c ,of '::{)fo. " •,{date °'^ B Revision Description DeBgned By: IBHue Data TAB 07/25/2024 �. A WET RABBIT EXPRESS CAR WASH c+ Drawn By: PWD3732 ;.'� i_ ��. TAC 7530 204TH ST NE SANITARY SEWER DETAILS C-5.1 Checked Ely.- ftojed No.; I Ate) , 6814Greenwood Ave N T(206)522-951D ARLINGTON, WA 98223 % Seatde,WA 98103 AWA.PACLAND.COM tii SO10700009 202407.25 12 01 33 07'00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. Oldca$U9 Precast Delivering ReliDbllity ti 10' t TO UNDISTURBED.EARTH _ - — D.1. TO PVC COUPLING 660-CPS OIL WATER SEPARATOR 660-CPS ROMAc ND. 501 Project Plate Area=444 Sq/ft Project Plate Area=444 Sq/ft OR EQUAL Maximum Process flow=415 GPM .Maximum Process Flow=415 GPM DUCTILE IRON MJ ORPUSH-DN I JOINT SEWER PIPE EXISTING M.H.WALL . . s 6'-6"Tro Se,.Von-- 6-D isvt D.I.TEE CL-200 'I f �� `—olsnc F.L.c�;;.;`""':w 'CORE DRILL HOLE AND FILL C_____ MEGA—LUG W/NON—SHRINK GROUT i4_e \� — I' � —71 —� l �.5 .., 1/2 BLIND FLANGE AS DAM TOP SECTION ---- / No.66o.cPs-TUT,,.'. A , �,. I,L.pP/ ,.5 r�'r`r�%`.%J `cry A o °vc MEGA—LUG 1"STAINLESS STEEL STRAP L �L WITH STAINLESS STEEL BOLT TO PLAN VIEW ' D,I,P, MANS LE WALL. MAXIMUM WTLET PIPE CL52 SPACING OF 5' PRESSURE TREATED 4x4 'ai1�T PIP�AnN�uACER Fa ra+mek'nv uxav \ TOP,g4EVATION s� $PACER Facts CwN.W.2 Peek % 8,gip" INLET I.E. _ OUTLETLE BACKFILL WITH GRAVEL / o Mich SkwP, %T NSIF•9n r„v T.. BORROW UNLESS OTHERWISE - W� DIRECTED BY ENGINEER, 'ar • COMPACT TO 90%MAXIMUM 6" I ry L"�' $DENSITY. Z VAULT DIAMETER SAME AS HORIZONTAL 51 .� CORE DRILL HOLE AND FILL No.660�cvs-e---- --wrvt6r PWE :« PIPE UNLESS APPROVED BY THE I I 'o W/NON—SHRINK GROUT m:.a,1pj s m> •• •�' ENGINEER. MATCH CROWNS. sPnmMt w«. ON A n9 Neav nmwv v � SECTION AA erns aaeBinmDswP..iw3.x A CONCRETE CLASS 3000 EGA—LUG Aa BLOCK POURED N PLACE °°u D.I.P.90' BEND 1. «P.,A-To ANSI A21,10 a ao 1— CHANNEL sN,xCmow,�.e.tbO 4 sE�w4arr or«.°cnm a n worA°w,„o+•.,l—°°nrton'E�wrew°^r.mvn"gi« r..o,nnlnlsx ea_nos.: c:+ _uowrkn 9awP:m.v me^�or Eeavar \ a vq i Y v✓y AX&- 1.1.ana ln�ulbn•P 01 Sn� �4� E�„UTri COl. DECK ELEVATION CHANNEL TO MAIN LINE AT OR ABOVE HIGHEST CROWN SCALE:3/8"=V-O" E FOR DETAILS,SEE REVERSE- DEPARTMENT In nr Fwxno:nxmre v»Dpe:Ayll'n�0 T 141 199l.NeB QI11[nxll"Prvmnt,roe. I'll Me 014exnx"Pr9ont.Irc. L,L.{Y O� wpADw 44M OF PUBLIC'TOMSTANDARD DEIAIL --- -- ---- Par Al STANDARD DETAIL NUMBER „a na opauburn.com MANHOLE DROP CONNECTION SS-060 N ClNO� N MANHOLE DROP CONNECTION OLDCASTLE 660-CPS O/W SEPARATOR NTS NTS 3 CITY OF a N O UT N Q 3 0 N Z N ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY: m �elopment a ices Managst Q DATE:$J THIS APPROVAL VALID FOR 18 MONTHS 3 _- 0 - No. Date By Revision Description Designed By, ISSUES Date, LLEfi TAL 07/25/2024 a ` fss ��'�°"'No WET RABBIT EXPRESS CAR WASH Drawn By, PWD3732 LE TACA„ -31 �� - ► 7530 204TH ST NE SANITARY SEWER DETAILS C-5.2 � oA 4 olq�'R a Checked By: Project No.: ��fNAI . „;,*��°yQ 6814Greenwood Ave N T(206)522-9510 Sea gRLINGTON, WA 98223 % Seattle,WA 98103 w PACLAND,con SMM 10700009 2024.07.2512:01:34-07'00' A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. GREASE INTERCEPTOR SINGLE VAULT SYSTEM V 600—7,000 Gallon system 6rar{ 5 1 is Pretest Daaer G C�DETAJL IPLAN VIEW: Sias r ..r I 4 INLET ,OUTLET Din 'E- wove Dr,ptry Y BECiION VIEW�A/ a of or, : a i - p g,Criteria: Notes: IlNbm F a"9m Yc-.>PPO.Csf SCALE:3/8-V-D" n. E I � t N O N 2,000 GALLON RECLAIMED WATER TANK � NTs 3 v vi O to N K Q N 3 o N W Z H CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL - o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS O THE TITLE SHEET. m Deveffopment a ices Manager DATE THIS APPROVAL VALID FOR 18 MONTHS- ,. :i ., Hz rn No. Date B Revision Description Designed By. Issue Date �' �f'_ f �et ..,. ,ar"5� v4 d" Tnc 07/25/2024 y o rt WET RABBIT EXPRESS CAR WASH Drawn By, Pwo3732 7530 204TH ST NE SANITARY SEWER DETAILS C-5.3 y i TACChecked �+ r By: Project No: ,r�;,� 814E WAn Ave Tr(20E)522e o5cotn ARLINGTON WA 98223 Gi SMM 10700009 2024.Oz2512:01:35-m'00L A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP, 31 N., RGE. 5 E., W.M. o _ B ' r----_— NOTES: FRAME AND GRATE(OR SOLID COVER), I � 1 SEE APPLICABLE STANDARD DETAILS GONCRLTE INLET TO BE CONSTRUCTED IN A ACCORDANCE WTH ASTM C473&CB90 < UNLESS OTHERWISE SHOWN ON THE PLANS SPECIFICATONS.OR NOT�D IN HALL iCONCRE'E SHALL BE ANDARDh .I - - i5 3MIN2" J L I I ,C ` C 38=1J4'ft A ,= 3•-2"R i� CLASS 4000. _ m ' 2. REINFORCING SHALL BE EQUIVALENT TO T. �. WELDED WIRE FABRIC(WWF)HAVING A A A r MINIMUM AREA OF 0.42 SQUARE INCH PER: FOOT.WINE SHALL CGM�LY TO ASTM A497. ! 2"X4'X8"SC 0 f WWF SHALL NOT BE'LACED IN KNOCKOUTS. 'I J 1 I '. BRCK USED,FOR FINAL 6 ADJUSTMEN-TO GRADE,a HIGH MAX. 3. THE BOTTOM OF THE PRE CAST BASE SECTION MAY BE ROUND,0 4, PRE-CAST BASES SHALL BE FURNISHED 3 4 WITH CUTOUTS DR KNOCKOUTS kNOCKOUTS SHALL HAVE A WALL P ICKNESS OF MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY — ?ROVIDED KNOCKOUTS UNUSED KNOCKOUTS NEED NOT BE ROUTED IF WALL IS LEFT l '.NTACT C B .lfie 5 KNOCKOIJ OR,,:;TOUT HOLE SIZE IS EQUAL c iN TOP SECTION "0 PIPE CU-SIDE DIAMETER PLUS CATCH ' >1 BASIN WALL THICKNESS KNOCKOUTS MAY BE ROUND OR"D" SHAPED AND MAY BE �. f T RISER SECTION dd. ON ALL A SIDES WITH MAXIMUM DIAMETER LI� 3.'•' NORMAL �1/8"R(TYP) NOTE OF 20. I - _ O BAR _ 39-1 8"ft 1 MATERIAL USED SHALL BE y2 P-E FINISHED t-1 2"Mlh' i-t 2" T- C DUCTILE IRON PER ASTM-A536, . 6. THE MAXIMUM DEPTH FROM Ql' 7 PRE CAST BASETHELSIDESA IS HE -- --- —B+ GRADE TO THE PIPE INVERT 1 2"N2"NORA�4AL GRADE 80-55-TI WITH TAPER GF THE �,3" � it O gpR +� CLEAR BITUMINOUS COATING. c AND ftiSER. ' 1-3/4 SECTION A AA SECTION SHALL NOT EXCEED 1/2'PER 2 Tom` 2 - 8 ® LOCKING HOLES TO BE PRONGED FECT. 3 ,j 4" �_ IN CASTING TO ALLOW FOR TWO t' 5/8"CIA STAINLESS STEEL, 8 FRAME AND GRATE SHALL BE IN SECTION A-A SOCKET HEAD CAP SCREWS.NO i / f f% PART OF SCREW WILL PROTRUDE H ACCCRDANCE WITH TINGW$DOT/APWASURFACES /j/�/ ////'!/ M ABOVE GRATE. PECIFSGATIONS.MATING SURFACES SHALL i1 /'/'/� /j i' 'y. BE FINISHED TO ASSURE NON-ROCKING FIT- NOTES. ///// / ///� Q3 GRATE TO BE USED WITH FRAME z w WITH ANY COVER POSITION. IT FOUNDRY NAME,THIS SIDE TO CURB W/ARROW AND(Of) ®LOCKING GRATE LASTED HOLES SHALL BE SHOWN.IN STD DETAL SD-090. 9. ERAME ANC GRATE MAY BE INSTALLED WITH FOR DUCTILE IRON SHALL BE EMBO55£O ON TOP OF CASTED TO ALLOW FOR TWO 5/8"DIA ,LANCE DOWN OR CAST INTO RISER. GRATE WITH 1/16•'RECESSED LETTERS STAINLESS STEEL SOCKET HEAD CAP SCREWS ® GRATE SEATING:8 INTEGRALLY CAST PADS. = SO THAT NO PART OF HEAD PROTRUDES ' 10.EDGE OF RISER OR BRICK SHALL NOT BE �2 SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF ABOVE TOP OF CASTING MORE THAN 2"FROM VERTICAL EDGE OF THE FOLLOWING:A. 8 INTEGRALLY CAST PADS 4 © CAST POCKET LIFT HANDLE; ' CATCH BASIN WALL (1-1/2'x3/4 x1/8'•).. B. MACHINE BOTTOM SURFACE GRATE TO BE USED WITH FRAME SHOWN IN z OUTSIDE A 17"DIA. STANDARD DETAIL 50-090. SE ON C-C ® NON-SKID DIAMOND PATTERN E APPROX 2-1/2"0'0/8'HIGH: 'a O MATERIAL USED SHALL BE DUCTILE IRON PER ASTM-A536, PRE-CAST BASE SECTION GRADE 8C-55-06..ALL CASTINGS SHALL HAVE A o (MEASUREMENT AT THE TOP OF THE BASE) BITUMINOUS COATING. Cl.Gy OR nrrt DBPARTIDW OF PUBUC OORRB STANDARD DETAIL G�'[X p� L Its DEPARTJiZNT OF PUBLIC WORKS STANDARD DETAIL G1't O w 01M DEFAMENT OF PUBLIC NORK9aTANDARD DETAIL __ wanm STANDARD DETAIL NUMBER R nlnm� STANDARD DETAIL NOMBER w� en+ STANDARD DETAIUMBER � ® SUN 91e N L[C. Ri nµ PEC CATCH BASIN TYPE I SD-020 aQtr�� ._ STANDARD GRATE CATCH BASIN INLET SD—�6� �,p�'R• SOLID COVER -080 1 CATCH BASIN TYPE 1 2 STANDARD GRATE 3 SOLID COVER NTS NTS NTS 0 0 N K Q N C7 3 0 N w z N CITY OF ARLINGT'ON CONSTRUCTION DRAWING REVIEW APPROVAL N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE. CON DIT, INS ON THE TITLE SHEET. — n o- BY: mFn Development$* Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS. No. Date BY Revision Description DeakIned W. Imm Date: T h g / TAC 07/25/2024 a ry WET RABBIT EXPRESS CAR WASH Die ,Br. PWo37324 - !� ' i_ ® '�, 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.0 TAC =" Checked By: Project No: � a 6814 Gnenwood 4e N T(206)522-9510 ARLINGTON, WA 98223 % Seattle,WA 98103 _.P.LvIIXcON SMM 10700009 zoza.ozzslzolGs mroo A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWA 31 N., RGE. 5 E., W.M. NYLOPLAST 2 FT X 2FT ROAD&HIGHWAY STRUCTURE:32__AGS__X NYLOPLAST DRAIN BASIN WITH SOLID COVER FRAME @ LRAIE PER PLAN. FRAME k GRATE PER PLAN. REFERENCE SHEET C-12 REFERENCE SHEET C42 18'10I WIDTH GUIt1E1.INf 18'MN WIDTH GUIOEJNE i 1 Y I MIYN In IRE dukwL ' -^ � � - STAIN mIOxNESS GCIOFLNE DE11TH PER PINm, 3'MIN THICKNESS GUIDEJYE M.NI.ILII PIPE SIF",L .\ kll NLF LF RER RECO 1,ACTTCW EPTH=ER PIPE 2; ARIAEE14 ERT:'.EIG'1TS (MIN M1A UFA iURItiG 3:VARLABEE ICCR7NEIGTO 6AflJ:SI A ,neAl lE afCORGNG TO INFO SAMEA .NN.SUMP A'AIU+dtEACCORDING TO RELCM?.IENC ATION (6,71 TRAFFIC LOADS C NCRE'C SLtc DNA TJS GNS ARE FCft E%CEPi FOR 35 RASW. PIATIS�TAKE OFF) (MIN.MAN l1'G T GUIDF.UNEF,IRPOSES JYY AC.'A_CONCRE.E SLAB hUGT dE PLANS'TAKE OFFj f -SR `RAF IC LJnO C(`N E S'.n6 DIP1EN IOJS IRE FOR GUIDELR-lE RE@9hME aS 1,\SUMP, f� R 36'DRARN BASIN RED. ,,,rF'{ L -AgT p RPOS N V l UJA, NGRETESLAI JSi BE DESIGNED - 5 DEIGNED TAR NG',NTO CONSIVERATLNLCC/t AIL CONCITICNS, 225 FT FROM RIM TO TOP .> :F.F `->fi'�1- TRAFFIC LEAD INO,S OTHER.4PPLICPBLE DESIGN FACTORS. ut.,ttc_;, INKING INTO ONSIOERATICN 0 L SOIL NDITIONB.TRAFFIC .D N T` SEE DRAWING 40.7001-110-111 FOR NON TRAFFIC INSTALLATION. I OF PIPE) ✓.xs LOADING-3 DTHER A.PPLICA9LE)ESICN_A_ORi, uu� --- ACGD<DlARIABItlG TO PLANS RP'IN 14 G IC'SUN DN 3C" _ 3 lARAB:E G:J4IP DEPTH .i\'ARIFUS TYPE,',JF INLET 'JTETADAPTERS B 2 1I.l O!JI"BASED ,t 33"FOR CCF2RLGATFD HOPE _d'MIN CN tY-2/' i- ARI IiS TVFES OF IN.ETB WTLEi ADAPTERS - .t000RC.IJv TO FLANS AVAILABLEON MANUFA..TJRING 4`_0.1 AVAILABLE: b^FOR CORRUGATED HOPE 'Y' N'MIN ON B'-Zd' 10'N_2 nNGORCUA.NA_L DS:IUVCOR B'MIN CN 3p'8�8' F 'MIN ON 373317 (6'MIN G12 ZN' OMIN.OIJ 30' a 1A S,Ac!ANCORD C E SA9PAVCOR �� 51YIAIFACTUR' BINGL"e Wn µITV PVHIIIiP E%XOC95 SINGLEWAL,.SYF2EXP CSEWERIE%SGR 35i "� BASED ON MANUFACTURINGREQ) P DI E. JIP „PJutiELDPV5 a< tDOVrV x S,AO.,PVC CPD C905 THE SACPFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (.ORR'JCA E03 RIBBED PVC CORR.,GA`EG&RI9BED PVC �S '<e GR\r1U'4Rh"AIFRIAL MEEIPJG THE REI]UIREMEMBO CLASS I, f,'ATERTIGHT JOIM 4ti ATERTIGHTL LINT - C A BII.OR L SIII tiATERI.ALAS DEFINED IN ABTf 3 1 (CORRUGATED H PER SHOWN) SEDANS3 BA0 I L EDR SURFACE DRAINAGE NLEi S ALL BE {CORRUGATED HOPE SHOWN) f2"-38T I+'N _r aF _ LALEO S COMFaC`TED UNIFORMLY IN ACCORDANC NIA+/+,..41 J132'_ THE EA h IL US1E MEETING Ot IEDJIREVENTS OR OTHER GRAN A MATE S 11 MEET NG TIE RE REFINED INE SITA O USS R CLASS II CR LFl II'.MATERIALAS DCMNED NAUETS$HAL EED.,INA a&1CK I_L FOR S.1RFnCE DRAINAGE'NLETS SHALL BE PLACED B CO MPACTED'NIFnRMLY IN ACCORDANCE WITH ASTM 02321: oA E 1A-Nv.ERA. a .a ohs a E smrnue :D9vN En 1 R _.. 1 Y�+41.,`.YB vn!?S,'.FNALL RE 9UCILE RCM PERASTh+ASSC. • S' i u UU a-o.AIn3LUDsl ;aN J RFtt Ea SINDVnE.TNJY Si18.GxT i1G-'I. KEH NOI.,A)VFeRPT ORPWN BY EBC MUftl]D.CA]NIN M l T - G 5 l N,...LS..If I HI<FPI C'Fu NDT,P,Np� DRAWN BY EEC IMTERMI NU diD,GSA A38 L I E F N 'tl.'1 5 1 TNG it C C C PIA IS IN C U. CT Ill NIC MATFRNI F 1130VR}NA1E 3 IPY 3 Y I !C l K.H J MAc I ' RMTO AI Sig N. PPlrlIF, N, DATE I•R366 "�/ FORM)- ASTAIII- CRTCAMPRAT.YIEAN.cisNI-LIVAI PATE 0}t/Nl / PNN(ft0191NNi nL uLl 'a;.Ns R -T- _E„mwoR Nyf¢pluti: FAR IYm1"aMan �Zwa3 sE N ....MFSF 11"1 LLESK3I(M NyloplacF3: EAXIr]bl roa2aR 2 B R W HN CJ Y N J -N RENmi,XNI PROJECT N(%NAME w^.RI*PI Hw.rnn 3 .C c EE D- TE..ILI C ! N' I 1 N "N Nrtafsam f.R�v rt6E r..1 F 0I_ ( ,.1V1 L4"N...R4'ATICN R 1 RENSFO SY NMf P0.0.1ECTNOMAYE 11TLE NI d'o. tt'�...x I..:<� I "r,:?rn dN ABLE N I.R An F. 5 IRG ITCFN rl N N 5DATE R23.to DRAM RANN WWN]YT X2FTROADLNIMWAYDL4IE 3.3 ID Ha FI n] 'L N rN N NN _-. 1 OA1E 0}N.tS OFANI&t3Ll WITXWLEOOV13t Yu 1 i,_ OUCH SPFL IOIALLARDRDETAIL `C I 0 N H ItLAUCLA TI1' E.E. I :L OWN SPEC INSTALL41ON DETAIL IS R E N 4 l.N Ib CD:C_C u,LAi NE_L_C�R LbHT�LiY RA]N:,. 5 U EI N S E1 L; R N �41aU MP Ot N"Lwtasi .,�DWG 9¢E 4 i:b4 SNEEi 10F1 ONG N0. i001.1f}ibt RFV N P11111IFh'0.,<N.,.etr s. a,DWG SQE A B.. t:M BIER IOFI OWG Na RXNH REV E 30" DRAIN BASIN W/ 2KX2' GRATE 36" DRAIN BASIN W/ 24" SOLID LOCKING ROUND COVER NTS NTS NYLOPLAST 36"STRUCTURE WITH LADDER DETAIL NYLOPLAST DRAIN BASIN WITH ENVIROHOOD' S H N 'URNISHED 9...,.N le G HPES¢E A'. NNSUMP fORRtaS10NREI"AMI VAilOER IN LADDERS I[i50N2N' �� REFERENCESIEET F2 A.. xp - PER OSHA'0`0.21-S 1 1 HEX HEAD BOLT. Is"i ON �l0 O ba p -SLIER 8 z NE%NUT -1 ADAPTER ANGLES - VARI.ABLE 0'.360' G'C III ACCORDING TO PLANS - At'.v1e"AEA6LEDnaTERd IER(C)WATERTIGHT JOINT PEE a¢EJ.-sa o �(CORRUGATED HOPE SHOWN; M "'.`twauil g. f I,TNAA PAR BroRM Rar � e N o OSHA GUIDELINES CIEANDUTPLUp ',� 9' Lk ` i 41 N B SF'0Y NOTES: - "- MANu a,u2GVc' 1. LADDERS SEVING MANHO.EB CAN USE DEVIATI;NS OF GS:1A'E1C.2'F(n ND IN -- -.-_J_ ASTMC,.I2.LADDERAPETOBEORDEREDFROY,LAOEMTRNFT114' SMMA% MAINTENANCE IN ARV Y`N5: CORPORATION ONY 1.THE STRUCTURE STFIT;D BE MSPECTEDAT LEAST N (jDi1 TYP-NGLED ATTACHMENTS. 2. CORROSION H':_..cITAWSRA_KETS.WITH STAINLESS STEEL HARLWRE A .SHALL BE "'-u.y .BITE HAS P11.40. " TILIHE DNCEP RMGtI HFOR E'IRS-'Ell 01 UL MIN 6PER ADCE.,, ATTACHE TO Tt LAOO-R BY THE PIPE FABRI tTGR THE HARDWARE IS INC_UJEO A MN/EATI(,AL M�JN'ING SOLES WEN LADDER NIATFR LEVEL AFTER xrLOw 2,THE TR CTJRE Gh LL 9E L lVE.I.a4�I�lAULATEO I' " DEORI ISEO-AL)RGR AEH i011EFOLLON".NG: MUST BE 10SITIO^IEDTGRARDS 3. ELSE STAALESS STEE CIS VAS ER A FIATSTO ATTACH THE LADDER STOPI E`IENT�e�Rt ,'A .B 4�A% N THE Icp OH TI,E RISE4 SRACNE 5 HA'Lt ITN ''VC DRAIN B BASIN SIX N,,LL. A DEEP*RN SL _ FL A A..E PARRIS E UG 4. LAID 4 HFl,BEP 1CFC SO P-'AT J FIND I .SS PiAN 15N.NCHFS FROMTRAPPED OL& 3.THE j5GRIS SIFALL RE CLIAND RINSE BAEEURTACE AND KTTOIAR.NG S AS LOfI AS T)S_IELE, FLOATING DEBRIS J+ .MIN SUMP THOROUGHLY AS SPECIFIF I By ERDMAN RASED',T4 SEE NOTE6 5. EOT.JM OF UDDER S Au BE ATTA EJ TO BOTCP„I END W,Pj 11 IS IAAD'.NRL �./ SEE CHART SNE CCHDITIONS. BYPPLIE0 4TFITIRIADXR. 36,MAX 6. IEI LAME TORE OIN ENDL F NPEINIROHOOD S P t40/AR1)ICSTFFE OFINLET40FJTfETA0APTFRV a _... ], ILL H D IRE T d IC N T.:D RI'.1RTC SHIPMENT.. ,: /1 A',AII ABLE; 1 FO D CRRFGA NOIAE \ARID I;TSA4 A AI A::E R.IYI.PIAST ITMANHO,ESM-,HLADN.RS. - - -- / S�GttE hALLIC RDU1 61A ADS'ANCOR NO :1 FOR 36 MANHOLE BODIES THAT EXCEED SA LADDERS ARETO BE FIELD INSTALLED NEAV40'8RI$. IC % F12'aCH dp;PPP CSGG J NER1E%:SDR36).. 1 ANO RISERSECTION9AREREOUIREDTO REACHTHE DEfi1RE05TRVCTUI]E HE1GHi. I(:9.b. NTAT'T NYLDPAST FUR;,DCUAtEMATION SCE-CtRTIIN F IELD INSTALLATION OF SANG A SO CORRUGATED B RIESE f: AOCERS. v w TE 3A:NFILRAS A MATERIK L YE P'JSIE REQUISUPINE E OTHER RI CL A MATERIAL II VA TIE REQUIREMENTS !' 12`MA% OF CJ.S51 AS II,,CR CLA55111 lAT'RIA'L AS DE FINED M OLD ...__ -__ P 7J 1 ",'A 1R"-31r-� A 41D O IN.RPACKFIH FORS,:RF,:^'_OftAINAGE N.R 1 "'" N INLETS F,FL.�ELrY[041 A F:UNIFOR4"LAIN ,PDXR EASE IS f ,AS.LA.L15 LEE[LSENGNI'll AyMAFF1I:FACS. ACGOROPN.,E AI'H ASIM DQei, j B BOLTED TO- Ne M R. IY ...aLs gLAwx EY JID wiERlnL .__ AN uROR1- Z T,EB TFTiAl EYE'CAS 111 CIH"I>r CS l.' Ill 41" ORAMM BY NW WIERNL 1130VfRONAANC IE NEE'£C II. E. 1 N R,.M11 S F N PT OAh 1411-f1 1j OH 1Dl+LOPL "I J DATE bt}tS ! PNN(NOISSNRJAS REIIN+oEpI.NEC I..N5T15..r TNt NE+SSt�l v'11DiN D " F:ii%1323N3 F- R p5 SIN 'I.:FI -R APPD a, OR W K N UreIED BY iJCU INy1RpItMt FAR Ifl01b]b]AN 00 NS'.N R U C F' GATE bl}t Nykplwt:- FA%'i49]t-N9p F F -( F£ A, REV 1NMN PROJ&TNOMAME x°"^YNPNNPf T N rl N- J N REYSD BY NMN PROJECt xOh.AME '"'^'�+MovH.w'eiam N M 1. :Y: TF Nt}ib CITY OF ARLING�TON :J v IvD Nr 1xl DATE ]}Op01 11rLE "" N "' a 1 - i "- .I AreD3Y xxx m1E _R NASN.1N FxRtlp"oD CONSTRUCTION DRAWING REVIEW APPROVAL ..r' ry x. 1 rna w Aral N A,. TA I R 11,n rK`,_ R O KL 1 5 oMAF3 PPM SY HMN XYLO%A413M'.S18ULNRE WRx IAWfR DETAL F FUSSFILI % EFS pgTE NI}18 Olp(:K SPE<INSTALLAI"NOETAR IS H.EL 1 '. K '.Y N A ]OJIt tF!IaSunAH.N NrLW_.... DWGSQF A SCALE U. ENfET DOXO. 7wb111R0 J.N N+LOPLST ,.DwGSQE A SCALE 1 EKET :1OF'I DOE TNi•1- REV a THIS PLAIN SHEET HAS BEEN REVIEWED AND APPROVED PER THE .Jb w CONDITIONSO THE TITLE SHEET. RED z DRAIN BASIN LADDER DETAILS DRAIN BASIN WITH ENVIROHOOD By. Y DeVelopment SetvicesManager J NTS NTS DATE;;8115t 4 THIS APPROVAL VALID FOR'18 MONTHS w 3 ISS =#z.* .,.t t4^:.. .::x.' ",1: '.?`Y". a,r^+ ,;.r �;Rti.L,..,<. i�Ts°��"",: .,tr=;M=wt No. Date By Revision Description Designedey: IeaueDate Y ✓LI „ 7 TAc 07/25/2024 `� ` � " WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 a , TAO T ' 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.1 �J Checked By: Project No.: 15; mot f PR, IP6814 GrEmwood Ave N T(206)522-951D Seattle,WA 98103 ARLINGTON, WA 98223 i WWW.PA,:LAND.ww o SMM 10700009 2024.m.2512:01 370700v A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N,, RGE. 5 E., W.M. Z886-HDG �� 6-314[1711 WIDE REVEAL TRENCH DRAIN SYSTEM WSPECIFICATION SHEET W/HEAVY-DUTY GALVANIZED FRAME TAG 771! ! 1Les almen9om4p-S rf T11Pce^dent des toletan ces ae iorcauoe peuvent srre;nodvlxeg�sees prasws. TOP 3' MIN COMPACTION F 95%MAX DENSITY U t1 i l .,, 6"CASKETED:7e OAST RON LOCKING CAP r a 14ACKFILL RING 1N'P COVER r MIN COMPACTION �HAPl SPIPE�R4 LARGER " 90%MAX DENSITY CLASS 4000 LABELED 'SEWER" __- ` CONCRETE 30"SO PAVED ED \ lY 5'.:RFACF - 1 NOTE•Aulual Channel length"81114120641 to allow fPF avodep P� 3 UNPAVED AREAS 12• MIN F eewc sacclFlcanon n,n zaee-noc MECHANICAL END PDDIN. OFPIPE PLUG. plc i �U I'l r �.. WITH FLPIPE 2pNE MIN C MP A,iION CHER FL TYPE90%.VAX DENSIT: GROtT{WYE(SEE NOTE 2) ❑96WEE❑ F sn Y m crow --z s 1 c F,no.Ec sna �, m• s TWNS IOhecklspeelly aPMPPdate oPt cns! et 350 E SUFFIX OP seo to V_ , _ FOUNDATION MATERIAL 1 I MIN C 11 ACTION o as l IN AaaPrersA e 111 AS REQUIRED 90%MAX D[M1Si'Y (SAVED AREAS I 880 _ h] I I ' 1111 I I No Hua Belidm OWe�1 F l. _ C�F�F�F,, .e 2 SECTION Sl 61 E 91 H1911 t'C d.", 1119 11 -B'JG PI P.,c:,e, L s.ai.D kOrala a C 0 '12"CAST IRON LOgQNG RING AND COVER L ALL BACK.ILL MATFRA SHALL BE PRICED IN 4.COM AC.10I TESTS SIAJ H_ R'CURED EY THE OLYMPIC M1025 OR APPROVED EQUAL LETS NOT TO F%CEEC 2 INCHES BEFORE CITY_N WEER,BU IN c tESS THAN 2 TESTS A,\ ` ron.c COMPACTION UNLESS AUTHORIZED BY'HE CITY `;ERY 2C0 FEET OFT N':'- ;ONE AT SUBGRADE AND ENGINEER DUE TO THE CHARACTER OF THE ONE A'50%OF TRENCH C H). MATERAL AND THE COMPACTING EQu PMENT_ I I E 5.I,N-PLACE DENSITY ANO .I.'.,rT,'E CONTENT WILL BE -' -1EI - 2.MECHANICAL COMPACTION OF BA,K 'ILL DETERMINED USING NUCIFAR METHOD,ASTM NOTES: -'' c - ``- MATT RIAL HAL_LIST BEGIN UN?!I.THE DEPTH 2922-71. c c c..,,s --" F. 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME MATERIAL ;— �yyr I. _ ,;,,_ OF COMPACTED BACKFII MATERIAL IS 2 FEET AS THE SEWER:MAIN. :P;, F ` 6.LABORATORY MAX'IMLV :f DENSITY A a- .ND Ow M 2. A SANITARY TEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. ABOVE THE.TOP OF''I PE. c MoTSTURE CONTENT VOL-BE OL ERMINED SING THE C ADuenPn.w4 aPtiw,s 1 EACH LIFT SHALL RE MECHANICALLY COMPACTED MODIFDED �R IE5"t OCTOR METHOD 1N ACCORDANCE WITH crmse 0 THE REQUIRED CENSFY PRIOR 0 PLACING ASTM 3. SEWER STUB WILL 8E EXTENDED 10' BEYOND PROPERTI'LINE AND 5' BEYOND UTILITY EASEMENTS TO oo amu«n Dome Sra.nar . SLCCEE,.ING LIFTS OF BACKr'ILI_ MATER.AL. PREVENT DAMAGE TO CLEAN-OUT AND MINIMIZE CONFLICTS WfFy CTI,ER UTILITIES WHEN SERVICE TO m euaP� a 8JiJANG IS ACCOMPLISHED, E "'"' T.BEDDING 64A?ER1AL SHALL 0E 4{"MINUS. aP[ DBPARTNffiJ7 DF PUBLIC 1FURAS on R F G1K pA " STANDARD DETAtC G1TY p wvFvmrr c°`rt DSPARTbBN1'DY PUBLIC ROARS STANDARD DETAIL D t o8'JO`Zc21 rrn'vaba STANDARD DETAIL NUMBER " Pm�F ON N 14401a STANDARD DETAIL NUMBER 'N > E..�r.e 11 onlnnnccTws Ph uPa§z sxre Prod DWg.No. ZBS6-HOG moms o - s�®o4 'TRENCH SECTION SS-10 v�t STORM DRAIN CLEANOUT ZURN Z886-HDG TRENCH DRAIN 2 TRENCH SECTION 3 STORM DRAIN CLEANOUT NTS NTS NTS 3 a 0 O FO N Q / N U' 3 0 N W 2 r N CITY OF ARUNGTON CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE - N CONDITIONS ON THE TITLE SHEET. m 8Y: aLS'1� m D4—voropnmoAfseivjcos Manager DATE:. k _THIS APPROVAL VALID FOR 18 MONTHS o _ No. Date By Revision Description Designed By: Issue Date roc 07/25/2024 WET RABBIT EXPRESS CAR WASH / t a Drawn PWD3732 - 4 F \ � 1 �� 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.2 TAc 3 ClTaokedBy Project No ,., 6R14GeeDWoadAveN T 26)5225510 ARLINGTON WA 98223 SO 10700009 194.072512 sa o seattle;wA9e1D3 p.� ,,,:on 1 N A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. a , I—_� — - _ — — -- -- —111= I 1==) L---III=1 —I -= I i ff i_I i.l_I I 1—i I I — — _ - =. _ --1 - - — -- - - = I...—III—I Ii i III �i I i I I III I I_. _ _ __ _ _ ._ -- _ I _.._ — — — _ — — — — -- L_I —I I I_I — _ _ =_ _ =1 I I-_I L_I I I—III—III--III---III—III III III III I I - -i i I Ili III I 1 I I I I ,_.._I == r '- ,COMPACTBACKFlLL -- __ -- — -- -- -- --. ___ =1 I 1-1 I 1=1 11—I 1 1—I I ! .1=1_II - -� (—III-_I 1-1 I--Ili ...�I I. I 1 I I — _ —. _ _.I I : :. :__..I = I = -- _ _ =1 I F__I I I.__I I L-1 I 1=1 11-III--1 11� 1 I I—I I L-—1 11=1 I 1=_I 1=1 I-1 I__., L__..I I I-1 I 1=.1 I t-1!1=1 L,- _ _2r =_ - Ill— — -- — -- - — - I--111. _I 11- (11 =1 I I III-1 I —I i l—I _ �II1= TOP OF STONE: 126.50 100 YEAR WSE: 126.15 m= _ C EAN.CRUSHED ANW�STONE; AAS f O O �' — 1— ENCAPSULATE(PERIMETER)INFILTRATION M43 y3 OR PER GEOTECHNICAL ENGINEERS'�`"' � I ='--- TRENCH PoTH A NON-WOVEN GEOTEXTILE fII Ii-III-11�_ �oo�jo 0 0 oQo ��o oo�oo�oo�Qoo�OQoo�oo�( - . Iii--f�-�L_I_I�--II 1.5H.iV I (MIRAFI 180N OR APPROVED EQUAL). OVERLAP FABRIC SECTONS PER J I .III _1 1— II I I— III—I I MANUFACTURERS RECOMMENDATIONS.TOP 8E RIGID PERFORATED PVC PIPE UNDERDRAIN. TWO LAYERS OF ERFORA ONS SHALL FACQ DOWNS TYPICAL. / r _ SHALL HAVE FABRIC III-1 I=1 III=1 I I III-11_- . J I I III IIIINSTALLED. 00 00 �o �0 00 00 -�_o �o �o -1 I IEEIII-1 I I L1_I I I I I_�I I I I 1=I 11 —11 I-1 11-1 I I III —I I I p —1 I I 111 I I 1 11 I III —III III I I V-- UNDERDRAIN PIPE INVERT: 123.50 I_I 11= I=11 I I I I_ I I I—III—III ___- l -1 i l- 11=1 I I I I I I I—.I I I— __�._ o �o o _ �0�0�0 - �� _,►I_I 1=1 h111�1►1=1 I I a 11=1 I =1 I l l I I= I= I I—I I I--III—III— 3 4.5 4.5 3 —1 I—III-1 I—III—III—III: III .III I III-1 = 1—III—III~III _— S ---—I —�1 1 — 1= =1 =1_I -1 I I I 1 III I III BTM STONE: 122.50 -) I —1 i—I I I I III— 1=111=III=III= I=III _ T 15" — -- - 1=1 1=1 I I ,I _ _ _ -_.. __- ___ __ ___- I_._- _ — — _ _ _ — — _ _I III -1 I LI. N ---- — �. --- _.._ .., ,__.- !--- - — __ __ _. _._.I I{—.-I I L.---I 1 I--_I L......t I I----III-----I- I---1 NAnvE saLs .. —_ _-- _ ----- --- -II_I =1 I -1 I In I I; I I, ,III, ,III III _I _ _ _ ..__. _.. _ �I I—I I_I I-111—I Fir I I—III=1 i i=1 11=1 I --III-1 I =.1 I I__I I f_I -1 I I-1 -1 I I- III III-1 I I I I I i; ;I I; I. N SCARIFY SUBGRADE SOILS 4"MINIMUM DEPTH INFILTRATION TRENCH TYPICAL SECTION o N TS 0 CrTY OF N Q C'J 3 0 N W 2 H n ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDIT NS ON THE TITLE SHEET. BY: ffl m Development Servlcqs Manager DATE:9(Iq 15A THIS APPROVAL VALID FOR 18 MONTHS i c 0 No. Date By Revision Description Daebned W. Issue Data TAC 07�25�2024 WET RABBIT EXPRESS CAR WASH H -, i � i � G Drawn By. PWD3732 N.,mm 7530 204TH ST NE STORM DRAINAGE DETAILS C TAC —6.3 F �� oAR o,nea� Chocked By: PfOJOCtNO.-. d' gAl 6814Greenwood Ave N T(206)522-9510 SMM 10700009 2024.07.2512:01:39-07'00' ARLINGTON, WA 98223 Seattle,WA 98103 www.PncUrvo.cow �; A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E", W.M. 12"PVC SCH 40 24"BOLT-LOCKING �. BYPASS RISER MANHOLE RING AND COVER 18"PVC SCH 40 BAFFLE TO PER COA STD.DTL.SD-110 54"TYPE 2 CB PER CONTROL FLOATABLES COA STD.DTL.SD-040 d 1B"PVC SCH 40 BAFFLE 0 d TO CONTROL FLOATABLES \ ELEV: 126.62 0 i------------ .- i 2"PVC SCH 40 OVERFLOW .'� -d 8"INLET "` 12"INLET BYPASS RISE / PEN TOP REMOVEABLE CAP W "0 --~-..- -----" — --- -' 6"OUTLET TO 0 SEPARATOR ELEV: 126.12R W 0 3 �--LW ORIFICE MACHINE DRILLED IE=125.21 AT CENTER / 0 %-PROVIDE 3"XO.09 GAUGE SUPPORT BRACKET ANCHORED IZE 1. TO STRUCTURE WALL 4°REMOVEABLE CAP FOR MAINTENANCE 8"OUTLET TO BYPAS IE=123.68 "-, LADDER STEPS -- PER COA STD DTL SD-050 GS PLAN VIEW � o s � A SECTION VIEW Lci O N N 3 0 O D N 6 1 FLOW SPUTTER DETAIL — 54" TYPE 2 CB N TS CITY OF ARLINGTON z CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE OOND , NS ON THE TITLE SHEET. r` m Development Se Ice s Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS i No. Date By Revision Description Dwood W. Imm DaM i TAC 07/25/2024 �`S ``',yFs � '�' o ,.. � _ �� WET RABBIT EXPRESS CAR WASH L DrawnTAC By PWD3732 =Y , ► I 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.4 C ad ,aaceasy pr°ja� '`"` "�" Seattle,WA9803veN 7(206�"PAcLANDs ARLINGTON, WA 98223 SMM 10700009 2024.07.2512:ov40.07'00' A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. •lldcas*Precast' Delivering Reliability ` Oldcastle Precast' Delivering Rerabrlty 6] 660-CPS OIL WATER SEPARATOR 660-CPS All Basin Project Plate Area=444 Sq/ft Project Plate Area Is 444 Sq/ft • Products Maximum Process Flow=415 GPM Maximum Process Flow=415 GPM iii Grate Inlet Type 2 WSDOT B-35.40 T 6'-e'Tq,35a�ew Reinforcing xe�iwm • ASTM A-615 %�/ i°°1a1 ..0 • All components x-e ifrS�_ M3 grade 60 reinforcing bar 12'H- ./:' !L 6•_6^ I Tap k>, TOP SECTION Top Grate&Angles ` No.660 CPS T - }" d{i3 i \...\ I r` >fr WSDOT(B-4b):(8-4d) \ H A .�hY^,' '°?,'", A o� • Cast Iron frame with vaned grates •'m '-rH ",„, ,?� •,?,ryY`r«'r I ,y, • Galvanized steel angles and grate Hw,`L:wr Iro _ ai n'j S1 r1,;;143;1;n1 T�' I 1360lbs \ A p N� 61nch Riser OUTLET PIPE PLAN VIEW ° „ B w a" • 4301bs Sam/ 27', wro w'or 11 a, .EP as LznsHa. N4-Bo." / 6"RISER ,OUFLEi PPEY ' ' ra copierJnq M•a• 12 Inch Riser / .Ax mLEt rill—�. TOP ELEVATfON-E• • 860165 Facat®Ccnla•oing Pack—., 5•-0^ o IN ETIE OUTLET I.E. Precast Base 1 arms Baseunit has four-way knock outs provided for pipe entry �,oeY.u.r. • 3860lbs 54^ �\. 37' bib 1 A inch hole on each side for handling 44� R7� 12, s•-a- Conformity Standards / RISER VAULT -INLETPIFE Washington State APWA/WSDOT Standard Specifications No..660-CPS-a WSOOT B-35.40 «I w,M me.m9 Me4w q Catch Basin meets ASTM C478 r i', seagx SECTONM earn. H2O loading Standard •r;I. S vW nL NB o Gmweapw sVen9N fc�]B00 pal +s.pNo Id1s a�A ;5f3 po0a 50 mrt PNp•S+w— 54� .,Mean A 55..•e+b4 qe EMM,m,_ 4'rr ?g rCM-CIB-BS ausm.,e ce<a pB"„tlel PIM A•a_ ASTI C a90 TAFhwm SxMeFwa Be<y+ W<ne—MA—_ \,• wais-1 �.rymaw Prarn•t t'em 1s BAAc bESBN WORM4110N B A J.._. �.I.—HS•C '/]0[Imp", •AASHiO Sp,NAa b 1 985cs c laErvEPu Hores�rvoa«"a op«wnq iw" wr.,w 26" y'-q'/ Bantu ana wMn to a+Pncoal CanaaU � 2.Slob Wolw B+pU.+a" 003 la Die S ;1Ja 4kren $4" \\/ �� 1 m Ax PpaX N rt e u• 0edgne5 Pa Wwnl t Stale a maul 01 EcdgeY WviL—.0 5Maa en4 L—.. OY 5yalwn e Are EaAu`M"rrr cacEtEo 23'• no vPM 11 5o Moran I SCALE:3/8"=1'-0" I i E FOR DETAILS,EEE REVERSE» ' ansM4.+.mcn•,xw wiaweAwia Nole:Drawingsn o-1, www.shopeconcrete.com I.OM422-7560 ROLL FREE] .Ao,x:me 141 a19e5.ameo.0.PraSn. 141t lea. , eowL„a. ,.•..,I"c -- , sn5o<con5r<t<uc I2sai eae-1ss1 CSWSDOT opauburn.eom 'a w v�r,lwotwAl9eiieaia: r xwezus3i 86 72 �11PCB QPL d. 1, Appri N O N " 1 OLDCASTLE 660—CPS O/W SEPARATOR 2 GRATE INLET TYPE 2 — WSDOT B-35.40 NTS NTS CITY OF ARLINGTON 3 O N C Q SNP 3 G N W Z H N CONSTRUCTION DRAWING REVIEW APPROVAL N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONOI' DNS ON THE TITLE SHEET. IY_. BY: RAf Development SaarAcials Manager DATE:A,LCI NA THIS APPROVAL VALID FOR 18 MONTHS v+ No. Date By Revision Description Deebried Ely: Isom Date TAC 07/25/2024 U�,� WET RABBIT EXPRESS CAR WASH Drawn Ely PW037327530 204TH ST NE STORM DRAINAGE DETAILS C-6.5 %s TAc °'aChocked By: Project No: n: 1.•� 6R74 GrEenwood Ante N T(206)522-B510 Seattle,WA IR1 ARLINGTON, WA 98223 03 www.PAcl wo.cow 0, SMM 10700009 2024.07.2612:01:41-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4,SEC. 14, TWP. 31 N., RGE. 5 E., W.M. /--a/i`elA aRk FW E t I 1.. — ___ a CLEAR SPACING MSERT ALU.1-1-11 1;1111 VT GE:'cII PIP£Ena PLAN VIEW r GfitJ11NO5JRFnCE wL.rc Nrc i.�[.cara6rob j[// $CLEAeiRORa LLbN15 a<xNER7b F�N�N�U pRAbE I f SECTWfN A alairm s�arwcc. }.� sLxN. caLEAR FRom oEaR�s euiR:ER rG srcusNea GRAaE -,H o d NOTES: ON RnGTr'N iq VEAfEv U:MEr+Si�hs N N DEBRIS BARRIER 0 NTS v 0 O N Q N 3 o N / W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONOI NS ON11T�,E TITLE SHEET. BY:, m De"llopme(nt Sery eses Mann DATE!'YS`I q I Q. THIS APPROVAL VALID FOR 18 MONTHS. 7 iii Date V� Revision Description =rt Designed By: Issue Date: t i TAC 07/25/2024 WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 TAC 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.6 y � ,. r s a Chocked BY: Project No: " ,A1 s. ,f4 6814GreenwoodAveN T(2�6,522-951U ARLINGTON, WA 98223 % Seattle,WA 98103 —PA L.D.cDN 10700009 2024.07.25 Iz.oraz-moo A PORTION OF THE NW 114 OF THE NE 1/4,SEC. 14, TWP. 31 N., RGE. 5 E., W.M. REQUIRED PAVEMENT SAWCUT(TYP.) , /.^ RESTORATION PER � i I VNDISTURBED �o R W USE PERMR 71 NATIVE .J a SURFACE RED(SEE EXISTING PAVEMENT i/ CROCND ,'J rc i AS SPECIFIED(SEE `' �SURFACE NOTE 3) 1 .. `- M; BACKIFILL GRANULAR (L PIPE 1/4"STEEL aA PLATE COMPACTED TRENCH WAT LIE(TYP.) M UNBALANCED CROSS CROSS WITH PLUG SACKFUL(SEE NOTE 1) oz_ COMPACTED BAD KFILL J PIPE BEDDING:ZONE z (SEE NOTES 2) .-� 1/4"STEEL THRUST - I PLATE BLOCKING PER IN DETAIL TR_NCH STABIL.ZA'.ION-� "-r -� N0.Wt6D a MA EPIAL. IF AND WHEN PIPE 0... +18 TEE HORIZONTAL BEND �� a DIRECTED. (SAME AS PIPE y BEDDINGi. ate f l <er� f 7 " ~ BACK FACE 1rIRti5i UNPAVED AREA PAVED AREA BLOCK AREA REFERS TO THE BA OF r BLOCK MEASURED W SQUARE FEET ,qy STEEL HOR12 Q OF PIPE AND fF ?LATE BLOCK NOTES: TEE PIPE&CAP 7HRusT BLOCK DETAIL T. TRENCH BACKFILL SHALL BE *PAVED AREA: GRANVIAR BACKFILL AS APPROVED BY LOCAL AGENCY,OR PER WSDOT THRUST BLOCK AREA IN SQUARE FEET (SEE STD DETAIL NO W-165) NOTED: 9-039(3). OR CDF, OR 5/8"MINUS CRUSHED SURFACING,OR APPROVED NATIVE MATERIAL 8011 FIR.BILT OR SAND COMPACT SAND COMP SAND k GRAVEL i. LOCATION AND 5iZE OF BLC�K'�'NG FOR PIPE LARGER THAN COMPACTED12°DIAMETER AND FOR BOIL-TYPES TO 953 OF MAX'..MUM DENSITY. FIRM_,_.,TY 90. a5'BEND 11 1/a' 90' a5 BcT'D u 1 4' 80' 45'BEND 11 1/4' DIFFERENT THAN SHOWN SHAL'- BE DETERMINED BY THE CITY ENGINEER. UNPAVED AREA: SELECTED GRANULAR MATERIAL WITH MAXIMUM DIMENSION OF 6"PER nTTING BEND rEe cAP OP,PLuc&z2 t/2' BEND TEE cAP OR ILDG A:22 1/2' BEND TEE CAP OR PLUG A:22 t/2' 2. ALL BLOCK;t:C FOR HOR170NTAL FIT7[NGO (POURED IN PLACE)STALL BEAR AGAINST UNDISTURBED NATIVE 9FND .BEND BE GROUND OR FILL MATERIAL COMPACTED TO 959 MAXIMUM D WSCOT 9 C315,CCMPAC-EO TO 907 OF MAXIMUM DENSITY. a" .. a.2 4. 1.7 9 3. ALL PCUREG THRUST BLOCKS SHALL 8 0BACKPLLEDMA)AFTER MINIMUM 1 DAY. PRESSURE TESTING SHALL <, GRAVE_BACKFlLL FOR R.PE'ONE DEUD!NC SMALL BE SELECTED GRANULAR MATERIAL PER R e 13.7 9.a s.a 3. .7 a.7 4.7 t s 5 0 3.5 i 4 OCCUR AFTER CONCRETE HAS REACHED C.MPRESS VE STRENGTH f c. 8' 23.� tE.J 16.] 11. B.a e:ti- 3.a. ,8 8.3 E ( ) WSOOT 9-03.12(3), WASHEO SAND,OR APPROVED SUITABLE EXCAVATED MATERIAL WITH - t' S3.D 37.5 37.5 15.0 2D.5 18.8 fB.E ].5 D.D i.O 1A.D 5.6 4. ALL BLOCKING TO BE GDNCRE'E C�_3000-7 (3G00 P51). AREAS CALCULATED ON P I T PRESSURE.AnID 3'-0"MiN co R 0 R wATERMAIN 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST PITTING SURFACE AREA POSSIBLE,BUT MAXIMUM DIMENSION OF i-1/2"COMPACTED iO 95X OF MAXIMUM D£N5ffY BY APPROVED SHALL NOT COVER OR ENCLOSE BELL ENDS,JOINT BOLTS OR GLANDS.ACCESS TO BOLTS AND GLANDS - HAND-HELD TOOLS. SHALL BE PRDVIDED. IF ECOLOGY BLOCKS MAY BE USED IN LIEU ALL HORIZON-AL BLOCKING THRUST AREAS SHALL BE CENTERED ON PRE. 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UNIFORM SUPPORT FOR THE PIPE BARREL. OF POURED-IN-PLACE B-OCKING FOR 7. WHERE POURED-IN-PLACE BLOCKING IS REQUIRED AT A POINT 0=CONNECTION TO AN EXISTING FITTINGS IN SHADED FCRTiON OF TABLE WATERMAIN,THE BLOCKING SHALL BE INSTALLED PRIOR TO CCNNECTON WHENEVER POSSIBLE OR AS 4. UNPAVED AREA SHALL BE RESTORED WITH 4"TOP SOIL. FERTILIZER AND SEED,OR AS RESTRAINED JOINTS MUST DE USED. DIRECTED BY THE CITY ENGINEER. SPECIFIED, PAVEMENT RESTORATION SHALL BE DONE PER RIGHT-OF-WAY USE PERMIT,OR 8, TEMPORARY BLOCKING,IF USED.SHALL BE APPROVED BY THE CITY ENGINEER. c AS SPECIFIED, FOR NOTES:SEE STD OETNL NO W-k651 `STy p Uaurt D8'P&Tna 7 OP PUBLIC BORBS STANDARD DETAIL Oti y p n �arrt DBPARIMUNT OF PUBLIC TOM STANDARD DETAIL G1Ry OJ, 'V0"0iS° L0t"E D�ARTNBNI.OF PDBLIC wow STANDARD DETAIL •]N STANDARD DETAILS NUMBER art enua., STANDARD PLANS NUMBER o< R emn+ STANDARD DETAILS NUMBER NTfM c vvA m TYPICAL TRENCH DETAIL W-27O v� c THRUST BLOCK w_160 •$�• @ NT-I65 s 4 THRUST BLOCK � �INO� �INO� llNp't ui N TRENCH SECTION THRUST BLOCK Z THRUST BLOCK a NTS L NTS `"� NTS 3 3 0 N GC Q fn V' 3 o N W Z H CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE COND IONS ON THE TITLE SHEET:. BY.-e m DeVeelo ment Se ices Manager DATE:YI.I i'h(` 4- THIS APPROVAL.VALID FOR 18 MONTHS c 0 No. Date By Revision Description Designed By Ime Dates Tnc 07/25/2024 .', WET RABBIT EXPRESS CAR WASH Drawn By PW03732 y ; ► 7530 204TH ST NE WATER DETAILS C-7.0 y TAC 3 Checked By: Project No: :=)),IT T �=: 6814Gre�DwoodAwN T(206)522951D ARLINGTON, WA 98223 / SMM 10700009 2024.07.25 12 01 43 07 00' Beattie,WA 98103 wwJti,PKIANO.- G A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. VALVE PDX LID SEE NOTE 3 SEE NOTE A 2" SQUARE.2' HIGH - $. • OPE RATING NUT z 1/3 TOTAL 6 �} LENGTH TRIPHOLE.- z VALVE OPERATING NUT ^-\`1 z x 5 EXTENSION SEE NOTES 1 AND 2 i 10 n o: w VALVE BOX SEE NOTE 3 4 SEE NOTE `0 �I n ', 3fe"SET SCREW 12 r 4'OIA x 1/4' \ ✓ a VALVE BOX EXTENSION MIN THIQKNESS; STEEL n - 11S 1" SOLID STEEL STOCK .__...._ J VALVEBox CUSHION 3/8"SET SCREW 1 1 I SOUAPE SOCKET z , 4 NS.DE NOTES AND MATERIALS L._._ 2-1/4 DEP'H J (1/8"MIN WALL T'H CKNESS) 2"GC SERVICE SADDLE W/DOUBLE STAINLESS STEEL STRAP. 2'BALL VALVE CORPORATE STOP COMPRESSION WITH KEY FACING UP,MUELLER OR FORD ONLY. VALVE BOX AND EXTENSION VALVE OPERATING NUT EXTENSION 2"HDPE CTS CLASS 200 HIGH SERVICE PIPE(200 P$I RATING;WITH STAINLESS STEEL STIFFENER AND 10 GAUGE COATED COPPER TRACER WIRE WRAPPEC AROUND THE PIPE AND A-ACHED ON BOTH ENDS. ® 2"COMPRESSION ANGLE METER BALL VALVE(LOCKABLE). NOTES: O METER(SIZE AS SHOWN IN PLAN)SHALL BE INSTALLED BY GUY UTILITIES DIVISION At OWNER'S EXPENSE: CITY WILL INSTALL ADAPTERS AT BOTH ENOS OF METER IF THE METER IS NOT 2 t VALVE OPERAILNG NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN THREE(3)FEET' 6'METER BOX SHALL BE MIDSTATES PLASTICS(1730-18)W/SCUD DI LID WITH 1 3/4"HOLE FOR TOUCH BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE(1)FOOT LONG,ONLY'ONE READ PAD(TRP). :EXTENSION WILL 6E ALLOWED PER VALVE. .. 2"ANGLE METER CHECK COUPLING(LOCKABLE). 2:. :ALL VALVE OPERATING NUT EXTENSIONS ARE 70 BE MADE OF STEEL,SIZED AS NOTED,AND PAINTED WITH Q TWO(2)COATS OF ,METAL PAINT. - O6 COMPRESSION x FIPT ADAPTER WITH PLASTIC PLUG. 3. VALVf BOXES SHALL BE CAST'RON,TWO PIECE UNITS,DESIGNED WITH DEEP SKIRT(2")UOS:W/LUGS,. BO EXTEND SERVICE PIPE 10'BEYOND PROPERTY LINE AND AN ADDITIONAL 5'BEYOND EASEMENT LINE: EQUAL TO"RICH NO.940"AS MANJFACTURED BY PAC'-1 OR SATHEP. - 10 METER LENGTH BLANK STUB FORA 2"METER;W=17-1/4". 4. 4"THICK CONCRETE PAD AROUND VALVE BOXES OUTSIDE OF PAVED AREAS. Y'x2"SQUARE AROUND 11 2'METER SETTER)FORD OR MUELLER ` SINGLE VALVE BOXES AND 4'x4'ARO'IND MULTIPLE VALVE BOXES. 12 o BYPASSES MUST BE HIGH BYPASS OR SIDE-BY SIDE WITH THE METER., • ,( p •erlmm rr olnc DEPARTMENT OF PUBLIC BOEEB STANDARD DETAIL 1SY p "x°"°^°TT DEPARTMENT OF PUBLIC TTOBEB STANDARD DETAILS c s STaNUUMB 9Erau vuN6er+ wmra. STANDARD DETAILS NUMBER -4- VALVE BOX AND 2" AND SMALLER P�tlNO�O� OPERATING NUT EXTENSION W—1 9n v ; --- NON-RESIDEINT4AL RATER SERVICE W-050 N VALVE BOX AND OPERATING NUT EXTENSION T 2" COMMERCIAL WATER SERVICE NTS NIS rn CITY OF 3 a 3 0 N Q N 3 o N W Z H N ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDIP NS-ONT ETITLESHEE BY: T I _ m DevelopmentSery Des Managor DATE: 10) THIS THIS APPROVAL VALID FOR 18 MONTHS 0 No. Date By Revision Description Doso)ed By: Imm Date „I, NA Pd i TAC 07/25/2024 _ � /" : WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 '� 1 TAC n ,� � 7530 204TH ST NE WATER DETAILS C-7.1 � ARLINGTON, WA 98223 3 Chocked By: Project No: .��„T��" :,�� 6814 Greenwood Ave N T(206)522-9510 / SMM 0700009 zoza.ozzs 1z o,as orw Swe ,WA 9B103 w I.PAdw M J A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP+ 31 N., RGE. 5 E", W.M. 5-1/4"MVO HYDRANT - McCARD STO. DUTY LOCK .INSTALLED PLUMB:SEE REQUIRED iN RURAL OR ISOLATED '� 3w :NOTE 1 LOCATIONS IF REQUIRED BY CITY . /1 s o ENGINEER - -�.D jr_L - = SEE NOTE 4. 4-1/2"PUMPER w PORT,SEE NOTE 3 z l E _ 5 BREAKAWAv BOLTS 'VALVE BOX PER 3"MIN ...3"MIN Z AND BREAKAWAY 3 STD PLAN W-190 OPERATING ROD SEE NOTE 9 COUPLING 2" < 3 s:aA;,•...• :u,,... 18,,:- 18" ---�{ FLOW - .;. I FLOW_ CONCRETE PAD ' ro � CONCRETE PAD FLANGED TEE OR (SEE NOTE 1) w SEE NOTE 6 LENGTH VARIES ;24"MIN) TAPPING TEE(FL) + �MEGALUG RETAINER ! w •.+ - ..[ DEAN ESAA#106 tt ) A 18': PLAN ® o + ELEVATION 4 E / 2" ° MATERIAL LIST: 0 WASHINGTON STATE APPROVED DOUBLE CHECK VALVE':ASSEMBLY INCLUDING TWO BRASS BALL VALVES AND SHACKLE RODS FOUR RESILIENT SEATED TEST COCKS. SEE NOTE 8 :.:i..,'r`a:. :.'.F',I.n Y, MIN- O IN NON-TRAFFIC AREAS USE- UNDISTURBED I6"x16',PF" 18" EARTH COIJC BLOCK 6`CEMENT LINED DIP 8"RESIUEM SEAT:GATE 4" ; FOR 3/4"TO P ASSEMBLIES,USE A MID STATE MSBOF 1324,-12. VALVE(FLzA1J),MUELLERI MH '1/2 CY SEE RESTRAINED JOINT DR APPROVED EQUAL EXPANSION JOINT �;, + I FOR 1-1/4"TO 2'ASSEMBLIES,USE A MAD STATE MSBCF 7730-78:: WASHED ROCK SEE NOTE 7 MATERIAL li IN T�RArFIC AREAS: "1-1/2'MINUS (SEE NOTE 2) A TRAFFIC LOADED BOX MUST BE USED AND LOCATION APPROVED BY THE CITY OF ARUNGTON PRIOR TO NOTES: - INSALLATiON. 1. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO AWWA STANDARDS AND SMALL BE OF STANDARD n PROVIDE TWO UNIONS MANUFACTURE(M&H 929 RELIANT OR MUELLER SUPER CENTURION 250 ONLY). ELEVATION PLAN ® IF A DAYUCPT DRAIN CANNOT BE PROVIDED THERE MUST BE A.6"WIN LAYER OF FREE DRAINING GRAVEL 2 THE CENTER OF THE HYDRANT SHALL BE 3'FROM FACE OF CURB. IF THERE IS NO CURB,THE CENTER OF AT THE BOTTOM OF BOX. HYDRANT SHALL BE 3' FROM RIGHT-OF-WAY AND A M.'NIMUNI OF 5'FROM TRAVELED LANE. - 05 ANGLES MAY BE IN OR OUT OF BOX SO LONG AS SUFFICIENT ROOM IS ALLOWED AT EACH END FOR 3. ONE 5"TO 4-1/2"PUMPER PORT W/N.S.T.ANC;STORZ ADAPTER ASSEMBLY, PUMPER PORT TO BE FACING VALVE OPERATION AND DCVA REPAIR OR MAINTENANCE. STREET OR ROADWAY FOR THE FIRE ENGINE ACCESS. 4. TWO 2-1/2"HOSE PORTS W/N.S.T.AND 1-1/4 IL OPERATING NUTS. NOTES: 5, PROVIDE GUARD POSTS FOR VEHICULAR TRAFFIC PROTECTION IF REQUIRED BY CITY"ENGINEER PER'S7D'. 1. INSTALL ACCORDING TO MANUFACTURERS SPECIFICACIONS. DETAIL W-030. 2. INSTALL ONLY IN HORIZONTAL CONF.OURATION, UNLESS APPROVED(OTHERWISE.BY CITY ENGINEER.: 6- INSTALL 3'x3'x4"CONCRETE PAT)(3000 PSI)ARGUNO HYDRANT IN UNPAVED,AREAS INCLUDING PLANTER 3- INSTALL TEST COCKS FACE UP OR TO ONE SIDE STRIPS.COMPLETELY SURROUND HYDRANT W/FULL DEPTH OF CONCRETE PAD WITH 1/4"JOINT MATERIAL 4. INSTALL BRASS PLUGS IN ALL TEST COCKS. BEFORE PLACING CONCRETE. 5. FOR 3/4"TO 1"ASSEMBLIES,USE A MIDSTATES 1324-12. 7, HYDRANT RUN TO BE 6"CEMENT UNED DUCTILE IRON PIPE CLASS 52 WITH RESTRAINED JOINTS(MEGALUG : : 6. FOR 1-1/4"TO 2"ASSEMBLIES. USE A MID STATE MSBCF 1730-18. OR APPROVED EQUAL). HYDRANT RUN LONGER THAN 50 FEET SHALL BE 8"DA, OR LARGER 7, ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION AND RFCFR-IFICANON ANNUALLY. 8. A:".GALV.SHACKLE RODS WITH THE EYE BOLTS AT BOTH ENDS REQUIRED FROM VALVE TO HYDRANT. NOTM B. ALL MINIMUM CLEARANCES MUST BE MET,SEE STANDARD DE'.AIL NO.W-100. - 9. ASSEMBLY MAY BE INSTALLED INSIDE BUILDING IF NINVUM CLEARANCES ARE MET AND APPROVED BY CITY 9- FIRE HYDRANT$SHALL.BE PAINTED WITH TWO COATS OF HIGH GLOSS EQUIPMENT YELLOW"RUST-QLEUM" 1. CONCRETE SHALE BE CLASS 3000 PSI MIN, ENGINEER. TYPE W0.ALL BRANCH CONNECTIONS SHALL BE LOCATED DOWN STREAM OF THE ASSEMBLY, ANY BRANCH 2. INSTALL 1/4"EXPANSION JOINT MATERIAL WITH FULL DEPTH OF CONCRETE PAD AROUND HYDRANT. O 10 BOXES LLIN 4UNPAVEDSEPARATEPAINT, AREA. BACKFLOW PREVENTION DEVICE. .�y O 4 wrt DEPARTUE.NT OF PUBLIC YORX3 } arrmm rc as DEPAR•PMENT of PUBIJC Wrom STANDARD DETAIL 1Ry O Yem+m rc ° DEPARI'Y&NT OF PUBLC FORES sTANDARo DETAIL 4y° rcnln. STANDARD DETAILS w rcm STANDARD DETAILS e �nlr STANDARD DETAILS NUMBER C ► 6 s 67ANDARD DETAIL I • ----- -- -- a'=- NUMBER NUMBER • aY TI➢RC P6 SUp vpC •� IErfGD SrtC o v� 04 FIRE HYDRANT:ASSEMBLY;. W-010 v� at FIRE HYDRANT CONCRETE PAD W-020 v�_O; DOUBLE CHECK VALVE ASSEMBLY W-090 LtxO'� <1N0'� <tx0'4 (DCVA) FOR 2" AND SMALLER FIRE HYDRANT ASSEMBLY HYDRANT CONCRETE PAD Z DCVA (IRRIGATION) NTS L NTS `� NTS 0 a 3 O r N tY Q N O N / W Z CITY OF N ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE COND�In DNS ON THE TITLE SHEET. m� D9vprnent. es Manager DATE: 1CJ�- „_THIS APPROVAL VALID FOR 18 MONTHS w No. Date By Revision Description Designed By: �ae Date TAC 07/25/2024 i ��J WET RABBIT EXPRESS CAR WASH Drawn PWD3732 w t � A§ r �f t � — M 7530 204TH ST NE WATER DETAILS C-7.2 a Checked By: Project No. ,L>Ai e"' ;Ic•x"f4 6814GreenwOod Ave N T(206)522-9510 ARLINGTON, WA 98223 i Seattle,WA 98103 —.PAd—... o SMM 10700009 2024.07.25120145-0700 A PORTION OF THE NW 1/4 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. PAVEMENT NOTES 6 X 6- X W2.0 6"PORTLAND CEMENT CONCRETE 6"PORTLAND CEMENT CONCRETE 1. PAVEMENT DESIGN IS BASED ON REPORT PREPARED BY ZIPPERGEO,DATED MARCH 28, OR FIBER REINFORCEMENT PER PER Y0P4, GEOTECH RECOMMENDATIONS (4000 PSI STDCSPECE9510 STRENGTH PER q4 REBAR 015"O.C.BOTH DIRECTIONS (4000 PSI STDCOMPRESSIVE SPECE9 OVEI,TRENGTH PER 2. MATERIAL THICKNESS IS COMPACTED DEPTH.APPLIES TO ALL SECTIONS. 3. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED 3.5°ASPHALT: 1/2-INCH AGGREGATE MIX FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL PER 2012 WSDOT 9-03.8(6),P058-22 OR REPORT. PG 64-22 BINDER PER WSDOT 9-02.1(4) 4. FOR PREPARATION OF PAVEMENT SUBGRADE,AREAS IDENTIFIED AS LOOSE FILL SOIL SHALL BE IMPROVED BY REMOVING AND REPLACING WITH STRUCTURAL FILL OR A 4°CRUSHED ROCK BASE COURSE 4"CRUSHED ROCK BASE COURSE SCARIFYING AND RECOMPACIING THE ON-SITE SOIL TO STRUCTURAL FILL 7. S bz„ (WSDOT STD SPEC 9-03.9(3)) T (WSDOT STD SPEC 9-03.9(3)) REQUIREMENTS.IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES OR da r...,,r 7r y �, r, 1 THE MINIMUM DEPTH SPECIFIED IN THE GEOTECHNICAL REPORT AND BEFORE {� P k^:{ .�; ^�.�•; r ;i y i 6"CRUSHED AGGREGATE BASE COURSE PER STRUCTURAL FILL IS PLACED. a """" "` L` WSDOT 9-03.9(3) p X 5. THE TOP 12 INCHES OF SOIL SUBGRADE BELOW PAVED AREAS SHALL BE COMPACTED 12"COMPACTED SUITABLE MATERIAL OR ,> 12°COMPACTED SUITABLE MATERIAL OR TO AT LEAST 95%OF THE MATERIALS MAXIMUM DRY DENSITY PER ASTM D 1557. ✓,h->Z"T„-" STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL y. STRUCTURAL FILL.UNSUITABLE NATIVE MATERIAL 6. PRIOR TO PLACEMENT OF FILL OR PAVEMENT IMPROVEMENTS,THE EXPOSED SUBGRADE SHALL BE OVEREXCAVATED AND REPLACED. SHALL BE OVEREXCAVATED AND REPLACED. SHOULD BE EVALUATED R TIRE CONSTRUCTION WITH A FULLY LOADED DUMP TRUCK OR k„ �` 12"COMPACTED SUITABLE MATERIAL OR X "' � SUBGRADE SHALL BE PREPARED IN ACCORDANCE ,? SUBGRADE SHALL BE PREPARED IN ACCORDANCE SIMILARLY HEAVY,RUBBER-TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT,LOOSE, STRUCTURAL FILL.UNSUITABLE NATIVE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE OR UNSUITABLE AREAS. u k MATERIAL SHALL BE OVEREXCAVATED 95%OF MAXIMUM DRY DENSITY(ASTM D1557) 95%OF MAXIMUM DRY DENSITY(ASTM D1557) 7. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF k AND REPLACED.SUBGRADE SHALL BE SECTION 9-03.9(3)-AGGREGATES FOR BALLAST AND CRUSHED SURFACING,NTH THE , u ,," ,J`k '" PREPARED IN ACCORDANCE WITH THE NOTES: NOTES: PASSIN ON THAT THE AGGREGATE SHOULD HAVE LESS THAN EAT DRY ECHAT PROJECT SPECIFICATIONS TO ACHIEVE 1. CONCRETE SHALL BE AIR ENTRAINED,NTH A MINIMUM MODULUS OF RUPTURE(Mr)OF 600 PSI,A 4000 PSI 1. CONCRETE SHALL BE AIR ENTRAINED,WITH A MINIMUM MODULUS OF RUPTURE Mr OF 600 PSI,A 40DO PS PASSING THE U.S.STANDARD EG 200 SIEVE AND HAVE M LEAST TWO MECHANICALLY 95%OF MAXIMUM DRY DENSITY ( ) FRACTURED FACES.THE AGGREGATE BASE SHOULD BE COMPACTED TO AT LEAST 95X (ASTM 28 DAY STRENGTH,AND A 10-FOOT MAXIMUM JOINT SPACING 28 DAY STRENGTH,AND A 10-FOOT MAXIMUM JOINT SPACING OF THE MAX.OF THE THEORETICAL MAXIMUM DRY DENSITY(ASTM D 1557)FOR PG D1557) 2. CONTROL JOINTS TO BE SPACED AT 10-FEET(TYP) 2. CONTROL JOINTS TO BE SPACED AT 10-FEET(TYP) 58-22 OR PG 64-22.. B. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE NTH WSDOT SECTION 9-02.1(4). 9. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 5-04 HMA PAVEMENT �� CONCRETE PAVEMENT CONCRETE PAVEMENT AT TRASH ENCLOSURE AND 9-03.8 CLASS)f,OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD,BRIDGE, ` I NTS L NTS AND MUNICIPAL CONSTRUCTION AND COMPACTED TO A MINIMUM OF 92%AND MAXIMUM OF 96%THEORETICAL MAXIMUM DENSITY. 10. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR-ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.THE MIXTURE SHALL BE PORTLAND CEMENT CONC(3,000 PSI 6• DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS COMPRESSIVE STRENGTH PER WSDOT WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6%ENTRAINED AIR. AGGREGATE SHALL STANDARD SECTION 5-05) 1°R 5" 1/2"R CONFORM TO WSDOT STD.SPEC.9-03.1(5)8,GRADING,FOR MAXIMUM NOMINAL SIZE OF I ELASTOMERIC SELF-LEVELING SEALANT AT 1 IN. 12"NOSE PAVEMENT/CURB TRANSITION 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WERE CURB CONTACTS ASPHALT. FULL-HEIGHT CURB DOWN CURB I PAVEMENT 12. IN AREAS MERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT,THE I EXISTING PAVEMENT,BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH CONCRETE PANNG SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING c1 PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. V 13. SEAL ALL JOINTS NTH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD BASE COURSE NTH PRIME COATx i. a SPECIFICATIONS 5-04 AND 9-02. LANDSCAPE O6"CURB E COMPACTED SUB-GRADE EXPANSION JOINT IF ADJACENT NOSE DOWN CURB /�\i`/� '* 8,25 s, TO BUILDING. - 8" EDGE OF C IMP `\\ � �., \ .� ;•. O �DV D MEDIUM BROOM FINISH(TYPICAL) EDGE OF PAVEMENT PAVE ENT / 3"WIDE,SMOOTH TROWELED NOTES p1 PERIMETER 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII,5'ON EACH SIDE OF DRAINAGE STRUCTURES,AND AT � THROUGH IEXPANSIONVALS IN CURB.PROVIDE#6 x 18"LONG JONTS.(r THICK BITUMINOUS FILLER MATERIAL). TH STEELDOWEL BARS WITH 1°0 GREASE CAP 7-0" yID ` CONCRETE BARRIER CURB OR ) CURB AND GUTTER - 2. CONTRACTION JOINT: 2°DEEP Y"NDE CONTRACTION JOINTS AT INTERVALS. p1DN -•,'`1.`�`�..• \ 3. PROVIDE 2 N6 X 2'-8'LONG LONG TIE BARS T TO CONNECT IXISTING AND NEW CURB. Tom• �EyIA ...,` i��"•'• EXPANSION JOINT IN BOTH CURB AND FLUSH WITH EDGE OF 4. REMOVE FORMS AS EARLY AS POSSIBLE.BRUSH TOP AND FACE OF CURBS TO REMOVE ALL �Q piN SIDEWALK(ASTM D994) PAVEMENT IMPERFECTIONS.TYPICAL OF ALL FORM WORK. '� `•,; 5. ALL RADII SHALL BE TRUE ARCS. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. °f FULL DEPTH EXPANSION JOINT BETWEEN .. SIDEWALK AND CURB/CURB AND GUTTER.(ASTM *� D994) CONCRETE NOSE DOWN CURB 5 CONCRETE TRAFFIC CURB NTS NTS '�'= �"• 1/4°"V°GROOVE.CONTRACTION g Qr JTi`f�p. 6' JOINT IN SIDEWALK ONLY. E TYP r T�u,'TYP. EXPANSION JOINT IN BOTH CURB AND 1/8"TO 1/4"GAP 1/2•R •• SIDEWALK(ASTM D994) CONCRETE PAVEMENT 3 8°GAP 3/4°SMOOTH DOWELS(24°LONG)SPACED 4°PORTLAND CEMENT CONCRETE - L PER DETAIL 2/C-8.0- 4000 PSI N JOINT AND FINISH DETAIL 1/2°R 6" AT 30"O.C.WITH EXPANSION CAP STRENGTH)COMPRESSIVE N TIP. N a NOTES: _ -- -� 1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE NTH SECTION 3B.20 OF ELASTOMERIC SELF-LEVELING- mrX CRUSHED�'. THE MANUAL ON UNIFORM TRAFFIC CONTROL DENCES FOR STREETS AND HIGHWAYS 4"PORTLAND CEMENT CONCRETE CONTRACTION JOINT DETAIL SEALANT AT PAVEMENT/CURB AGGREGATE BASE �- (4000 PSI COMPRESSIVE STRENGTH) TRANSITION ' �, �, ��;�✓ \�j\;"^�'' COURSE 2. THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE MITE WITH GLASS BEADS", c � JT� f f„ 4Ty Afff �r: PER SPECIFICATIONS,MEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. A -� COMPACTED SUITABLE MATERIAL OR STRUCTURAL JOINT FILLER 3 8°GAP 1 2•R r �"r FILL UNSUITABLE NATIVE MATERIAL SHALL BE `w�, 4"CRUSHED AGGREGATE BASE COURSE CAST IN PLACE / -ti-k r \ \ •,> OVEREXCAVATED AND REPLACED.SUBGRADE SHALL R DIRECTIONAL PAVEMENT MARKINGS ' - \� ,�/� • BE PREPARED IN ACCORDANCE WITH THE "" GEOTECHNICAL ENGINEERS'RECOMMENDATIONS TO .-. PETROLEUM RESISTANT -- Lys,___= -- 6"COMPACTED SUITABLE MATERIAL OR v t ti x; SEALANT-PT ACHIEVE 95%OF MAXIMUM DRY DENSITY ASTM STRUCTURAL FILL.UNSUITABLE NATIVE N `(k SEALANT 3/4"DEEP 1,) MATERIAL SHALL BE OVEREXCAVATED AND (MIN.) NOTE: SEE ARCH.PLANS FOR SIDEWALK D1557) z REPLACED.SUBGRADE SHALL BE ADJACENT TO BUILDING r �' n� PREPARED IN ACCORDANCE WITH THE SECTION WHEN ADJACENT TO CONCRETE PAVEMENT N .�,, \.�t'XX' :X,x RECOMMENDATIONS ENGINEERS' EXPANSION JOINT DETAIL CIl-Y OF ARLINGTON FE MAXI M M DRY DEN IT ACHIEVE 95%OF CONSTRUCTION DRAWING REVIEW APPROVAL o MAXIMUM DRY DENSITY(ASTM D1557) N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITfONS ON THE TITLE SHEET, CONCRETE SIDEWALK FLUSH CURB - THICKENED EDGE CONCRETE SIDEWALK BY: mrn NTS NTS Development Se ices Manager r- DATE:2 It --THIS APPROVAL VALID FOR 16 MONTHS c 0 o+ No. Date By Revision Description Designed By: Issue Date, `P�1.lA tir �C VIA E(, i TAC 07/25/2024 a`S °` "ass "'g"� y � WET RABBIT EXPRESS CAR WASH Drawn Tnc By PWD3732 I RMA , c 7530 204TH ST NE SITE DETAILS C-8.0 y � ,,� a�� e„ _. o Checked F. ��.° By Project NAL -07'0"��vko` eatue14 e,WAw98103veN T�.PxuNo..� ARLINGTON, WA 98223 N SMM 10700009 zoza.ozzfi Iz:ovaa-oroo' A PORTION OF THE NW V4 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. 12" 12" 2'-6" N -- EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY FACE OF SIDEWALK -- PORTLAND CEMENT CONIC(3,000 PSI CURB/ COMPRESSIVE STRENGTH PER WSDOT STANDARD SECTION 5-05) '� STOP SIGN(TYP.) BELOW (TTYP C Wo IA.AL)HOLE -�---- ----- 136" STOP LINE 12" F -4"CRUSHED ROCK BASE COURSE 30" #3 BAR(TYP) (WSDOT STD SPEC 9-03.9(3)) _.1w- _ X'n 12"COMPACTED SUITABLE MATERIAL OR #8 REBAR X 3'-0'LONG(3 PER CURB - SECTION)FILL TOP WITH MASTIC OR CONCRETE STRUCTURAL FILL.UNSUITABLE NATIVE MATERIAL ,m� AFTER SETTING 6' 0" SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE - WITH THE PROJECT SPECIFICATIONS TO ACHIEVE ' 95%OF MAXIMUM DRY DENSITY(ASTM D1557) 7" 2'-5" 2'-5" 7' WHITE LEGEND RED BACKGROUND i` 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII,5'ON EACH SIDE OF DRAINAGE STRUCTURES,AND AT Ri-1 45 MAX.INTERVALS IN CURB.PROVIDE#6 x 18'LONG SMOOTH STEEL DOWEL BARS WITH 1"0 GREASE CAP NOTE: n THROUGH EXPANSION JOINTS.(N'THICK BITUMINOUS FILLER MATERIAL). 1 + 2. CONTRACTION JOINT: PROVIDE 2"DEEP x Y,"WIDE CONTRACTION JOINTS AT 15'INTERVALS. 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3. PROVIDE 2#6 x 2'-6'LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND 4. REMOVE FORMS AS EARLY AS POSSIBLE.BRUSH TOP AND FACE OF CURBS TO REMOVE ALL HIGHWAYS. IMPERFECTIONS.TYPICAL OF ALL FORM WORK. 5. ALL RADII SHALL BE TRUE ARCS. 2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 1'-0" 1'-0' CONCRETE ROLLED CURB ,, STOP BAR AND STOP SIGN PRECAST CONCRETE WHEEL STOP NTS L NTS NTS 2"X 4"STRINGERS TOP, 4"X 4"POSTS 6'-0"TO 8'-0' CENTER,&BOTTOM ._� O.C. NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 12" 3. ADA SYMBOL AND LAYOUT SHALL CONFORM TO THE FEDERAL AND LOCAL STANDARDS FOR ACCESSIBLE PARKING PLACES. \-1"X 6"X 6'-0"FENCING 4. VAN LETTERING TO BE 12'HIGH MINIMUM BOTH SIDES,STAGGER JOINTS 5. ALL ACCESSIBLE SPACES AND AISLES ARE TO BE SLOPED AT NO GREATER THAN 2%IN ANY DIRECTION. s'-o"TO 8'-0" 1/2"45'MITER(T1P) THICKENED EDGE ASPHALT CONIC. THIS SIGN TYPICAL AT & PAVEMENT. DEPTH PER ALL ACCESSIBLE PARKING -_ R7-g a a'X 4'POSTS 1'X s"X 6'-0" PLAN. SPACES. FACE TOWARDS FENCING 6" THIS SIGN TYPICAL AT W (TYPICAL) THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE �= _ E ALL ACCESSIBLE PARKING R7_8 PARKING SPACEST-7 o SPACES li ASPHALT WEDGE CURB ® "U"-CHANNEL fI W `� � 1 � /r�� THIS SIGN TYPICAL AT ALL POST(2-LBS./FT.) t} INN 2")(4" ) i ( r I� NTS 4. VAN ACCESSIBLE PARKING - 12" X 6" 4" PIPE BOLLARD PAINTED j �1i}�� !`�I STRINGERS SPACES ! (�)TRAFFIC YELLOW, FILLED 1 2.5'R PENALTY SIGN WITH WORDING 12" X 9" W/CONCRETE. ^ I J AS REQUIRED BY STATE OR75 7+ PER LOCAL CODE (USE WA STATE + 1 I SPECIFIC SIGNS) � 4 ACCESSIBLE PARKING SIGN $ N.T.S. 3500 CONC P.S.I. ` CV 6.5' P.C. RETE WOOD FENCE NOTES FOUNDATION 7 b 1. ALL POST AND STRINGERS SHALL BE i 1 I LOCATE AT EDGE OF PARKING SPACE UNLESS 2500 Ps P.C. OSMOSIS TREATED OR PENTA TREATED PINE, l � •" CONCRETE MINIMUM � "' 3"(TYP) TO BE APPROVED BY ENGINEER. iACCOMPANIED BY"VAN" LETTERING " M (�) " 2. ALL FENCE SIDING SHALL BE UNTREATED w 12" 4,-0. CEDAR. z 3" GATE OR 12" 3. ALL METAL FASTENERS SUCH AS BOLTS, CORNER POST DPILS,HINGED,ED GALVANIZED. CITY ETC.SHALL BE HOT CITY OF ARLINGTON 4. FENCE DIRECTION AS NOTED ON PLANS OR CONSTRUCTION DRAWING REVIEW APPROVAL a AS DIRECTED BY OWNER. N /^\ 5. SPRUCE STRINGERS AT POSTS ONLY. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE ADA ACCESSIBLE PARKING DETAILS CEDAR FENCE A 1 � COND T IO,�NJ J, SON THE TITLE SHEET. IVj NTS NTS BY: IV4(1.LP m Development Se Moss s Manager m DATE:gl�I(�I24�I�.Q' THIS APPROVAL VALID FOR 18 MONTHS No. Date By Revision Description Designed Er. Imm Dats „ti�rn c �,CklAE,,6 i TAC 07/25/2024 °'+ sy pP""F6 Drawn By, PWD3732 fflk WET RABBIT EXPRESS CAR WASH 3T n ' NAi � 7530 204TH ST NE SITE DETAILS C-8.1 Chocked/ 1.11Greenmod 03 " 6814 Ave eN T PA0 Lrvno ARLINGTON, WA 98223 SMM 10700009 2024.07.2512:01:47-07'00' A PORTION OF THE NW 1/4 OF THE NE 1/4,SEC. 14, TWP. 31 N., ROE. 5 E", W.M. I- 3'D.C.TYP. 12"TYP. 2 2SEE . 1/2"R 2 R 1°R DETAIL '" W 4 BELOW W d Id /� V 8' 1"R w / t -- a 3 p e.. }y� d° d 8. D/W CUT 8.5"' c ?4, W r• d. •'q r- d d� 2 �W eP Q o 000°OeOeoeee0e0e0eoe0e°o°OeeeOee°e°oQopo t eoy000soaosooPeoeoeoeo 0 0 0 0 NOTE: 1• / SEE NOTE 9 1.THESE BARS ARE TO BE PAINTED SOLID REFLECTIVE WHITE. 18" 2.CENTER CROSSWALK ON DRIVE AISLE TO MINIMIZE TIRE WEAR ON STRIPES. rMMSEMON R-30' CEMENT CONCRETE CROSSWALK PAVEMENT MARKINGS TYPE 1 SIDEWJ CURB NTS Z" 12" NOTES: f— — 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. /1.. / /2"UP 2. DUMMY JOINTS.SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2"H 1-1/2". �J V R=30' 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS OF TANGENCY ON STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 Fr.PRE-MOLDED JOINT CURB TRANSITION DETAM FILLER SHALL BE 1/2"WIIDE AND CONFORM TO AASHTO DESIGN M213. — 4. ALL JOINTS SHALL BE CLEAN AND EDGED. 5. CONCRETE SHALL BE CEMENT CONCRETE,CLASS 3000. B. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CURVED Nam: SECTIONS. O1 WIDTH OF DRIVEWAY AT PROPERTY LINE, 7. FINISH SHALL BE LIGHT BROOM FINISH. 1/2"WIDE FULL DEPTH EXPANSION JOINT. 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY O2 WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. O FULL DEPTH EXPANSION JOINT IF 0 IS 15'OR GREATER. CURING TIME SHALL BE A MINIMUM OF 72 HOURS. ® DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2"OF CRUSHED SURFACING TOP COURSE. O5 DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 8"THICK IN RESIDENTIAL AREAS,8°THICK IN 10.DUMMY JOINT 1/2"s 1 1/2"BETWEEN TYPE 1 CURB AND GUTTER AND THE SIDEWALK, COMMERCIAL AREAS,AND IS TO BE PLACED ON A MINIMUM OF 2"CRUSHED SURFACING TOP COURSE COMPACTED TO 95%MAXIMUM DENSITY. 4T O uno4o n ourc DBPARTUI OF PUBLIC TORLS y uwwm n arrt DEPAMILIDIT OF PUBLIC WOW t STANDARD DETAIL GAT Od, _ STANDARDNUMBER RETAIL STANDARD DETAILS_ NUMBER .� o~n mmno STANDARD DETAILS NuueER t �rmee CEMENT CONCRETE CURB AND R-180 q �>r.a CEMENT CONCRETE DRIVEWAY APPROACH R_230 ago GUTTER TYPE I TYPE 2 CONCRETE TRAFFIC CURB & GUTTER CONCRETE DRIVEWAY ENTRANCE - TYPE 2 NTS L NTS E I N O N 3 d 0 N K N 3 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDIT DNS ON THE TITLE SHEET. BY: KILL m Development Services Manager rr DATE:5;1 GI�THIS APPROVAL VALID FOR 18 MONTHS No. Date By Revision Description DeeipnedBy. Iwo Datw *Lcr i TAC 07/25/2024 Drawn By. PWD3732 ? m ;, WET RABBIT EXPRESS CAR WASH e�,eacea Pr No: A a RM.e``4 eR"+ ' Bg19GreenwoodAveN T,6 5,951D 7530 204TH ST NE SITE DETAILS C-8.2 B'" °�10' "^` 00 Seattle,WA98103 V PxL>n°.WM ARLINGTON, WA 98223 �; SMM 10700009 2024.07.25 12 01 as-oroo4 A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP, 31 N., RGE. 5 E., W,M. NOTES NOTES A CURB RAMP YAOTH< O M N LANCING TO MATCH A A NG,CUT- 1. Permdn¢m Detectable Wemin $Ur(dLes DW$ hall BXlentl file full width of lne"wm ram r k URB RAMP WIOn1-SEE UANOT To CURE RA MP WIDTH d' u.VN. Y'-A-� - LANDING To MATCH tuna RAMP 1 At marked Omaew¢Iks the connect iween the curb(amp and the roatl- 1 M''1O 9 ( 7 3 R IANDiNG WO'TH-SEE CONTRACT PLANS ey rlg. E YIN MAX TROUGH OR WALKWAY. antlin entrance Bs 0 w must be cpnta'netl with n the wtlth of the crosswalk marks 5 �•�B «C DETECTABLE NJARMNG g,Or Other roatlWay policebla Exception if the Manufacturer of the GRADE BM AX CURB RAMP (� 2. Where"GRADE BREAK Is called out the entire length of the grade break _ suRFgCE(DWG)- DWS requires a Concrete border around the DWS,a variance of up to 2"(in)on each side L- �_ A 1 SO' 2AV SEE TRUNCATED DOME SEE NOTE 3 Of the DWrS IS pennlGad F'- C-BADE aREArc bBlween the 1W0 adjacent A shall be flush. -- ."- fl---. DETPJL-TH S SHEET \ SEE CONTRACT PLANS- t f% facen SU ace planes S a L'- B p06' - �y 2 Permanent Detectible Warn ng SarfaC0.4(DWS)shall be pieced an a mmlmum 4"(In) SEE CONTRACT CEMENT CONCRETE I O Of OMIef d 14'-P MIN SIDEWALK-SEE NOTE 5 ---- 3. D trot place Grehng4 Junction Boxes Access Covers ppon - A. B 4 0-- C 0.43" o.BO` th Ck wncrete pad.TIIe DWS panel shell be placed adjacent t0 the bade of the WIb end 4' antes on arty part of the Curb Ramp or Landing Or in front of the Curb _PRONDE SMOOTH TRANSITION --- -- P 1 0 0.0 1A0 BACK OF CURB- Wlfh n0 mare than a 2'(in)gap betweenthe DWS and the back Of the OBM measured et TO SIDEWALK NnDTR Ramp Where It Connects t0 the roadway. �(/- �- - SEE NOTE 2 2'-D MIN- the cemer Of the DW5GEMENTCONCRET 2'-0' ! TRUNCATED DOME ttP OFALL nd theDcS,avarians Manuflacturer of 2"I)fro the bat DWSle urbisSIDEVMLK-SEE NOTE (TYP.1 SEE CONTRACT PLANS- MM. NTRACT 4. See COnbeCt Plana for She cum design specified.See Standard Plan . a COnCRfB border eroUntl the DW3,a VOnBnce Of 4 to 2" n firm the back of the curb isp'MW D MIN F-10.12 for CUM.Curb and Gutter Depressed Curb and Gutter,and SECTION O r- _ _ pPMICAmON3pennNted(measuetl at the leading camera of the DWS panel). BUFFER WIDTH-MATCH Ped..m.n Curb dtails. TRUNCATED DOME SPACING __FLARE(TYP.) NT(1YP) SEE SEE NOTE 3 3.The TOWS Of DUnCetBd doR168 Shall be elgned th be parallel 10the dlrecfiOn Of treVB, TO CURE RAMP DEPTH BEE STANDARD SPECIFICATIONS3l0"E%PANSIQVCURB RAMP STANMRD PLAN F-BO IO ,! (TTP) 5.$ce Standard Plan F•30.70 for Cem¢n[ConorHa$dews k Details.SIs FOR COLOR OF SURFACE Bntl perpend CUIer to dle grade break at me back of cum. DINT(TYR)-SEEi Contract Plans fqr Width and p ecemem of 3 dews k y 4. If curb nd utter are not pSTANMRO PLAN F-aat0GRADE ' TRUNCATED DOME DETAILS MATCH TO WIOF CURBRAM 9 present such aS a Snaretl use alh conpeai00,the Oeteclable BRFAK 'TRANSITION TO SIDEWALk BUFFER,IF 6. The B d Item"Cement Concrete.CUM Remp Type does not hcUdB the CURB AND GUTTER LANDING Cur-THROUGH OR WarnDg SVrlace Shall b¢plOCed at the pavement etlgeGRADE BRFA . PRESENT,OR TO BACK OF CURB(ttP)- adjacent Cum CUM end Gutter,Depressed CUM antl Gutter Pedestrian w l WALXWAV 5,$ee Standard P18n3 lOf SltleWelk end CUm ramp d0ta Is. * SEE CONTRACT PIN .iT I "��- Curb Of$id k3__ _ DETECTABLE WARNING SURFACE DETAIL ** u m8.If a wM lamp is regVred Ins location of the Detectable Waml Surface must be at �:; -/ ' 7. The Cum RampI¢gth i3 not requiretl to eKcaed 15 feetCURBOR CURBCURB,OR�4. _ �CEMENT CONCRETEOth@nNl3e in the COnLracL Pian9.When a I g the iSf00tmaxsleogth, WALI(WAY- CURB WVAP LANDING SLt NOlE]i] Ma DOItOm Of the ramp and with'n Ne requ red d Stan<e from the 181 Cross rigANOGREFER- ! _ L , EDESTRIAN CURB J PPynSEE NOTE a / --- `:� AND GUTTSEE NOre 4ins running slope of the Cum Ramp a allowed fo exceetl B 3%.Use a G7. When the g2tle break between the wm ramp antl the land rig iS less than or equal to DETESTABLE WARNING SURFACE- SEE N s ngle constant Slope from bottom Of ramp to top Of ramp to match,to ) \ NADTH OF 5 fl.from the back of curb at all points place the Detectable Warnng Surface on the SEE9TABETECTgBLE WARNING SURFACE- the lantl n over 5 h mortal d Stance Of 15 feet.DO not nclude the \ \ WALKWAY bottom of the CUm ram direct bow the grade breakACE OF CURBSEE STANDARD PLANFJ6.10 g � pyaFAC eURB - I abutfing landing rn the 15-1oo1 max.measurement. WALgMRy _MDTK OF cut S.Glued or soot down Detectable Warning Surfaces are allowed only for temporary MEASURE PARALLEL PRESSED CURB AND GUTTER- DEPRESSED CURB AND GUTTER B. Cum Ram andfinish (\ " T THROUGH,11P) TO CUARAUUE1 ..R LK SEE NOTE4 CROSSWALK S p3 On g48hallrece veabr00m .See Stantldftl .1 OETECTAB LE NARNNG WOT1L Zone appl CSBOns. osswA Specifications B•id. o° .�- / 1 -S IONs,- CURB RAMP 9. Pedestrian Cum may be Om lletl dthe ground surfdc [the brick Of the - _ i ; SEE TMDP_OF CUT-THROUGH Cum Ramp and/or Landing will be at the some elev t s the Curb BACK OF CURB �� O CONMR CURB FACTION JOINTEN TY J SEE A FSa10 Ramp or Landing and there will not be material to NO- LL E FOR CUR RAMPONJ LENGTHS GREATER , -- A - SINGLE DIRECTION CURB RAMP -- CARE fLNtE Y C I CONTRACTION JONTEO ALLY SPACE, MN Be.00 m CGRADE BREAK BET\KEEN CURB AND MN. u PLAN VIEW PLAN VIEW LANDING s 6 FT FROM BALK OF CURB) MIN. RB DETECTABLE WARNING DETECTABLE-NING TYPE PERPENDICULAR A TYPE PERPENDICULARS LEGEND � (sEE NOTE M LEGEND m pETELT (SHOWN VATH BUFFER) o WHEELCHAIR DIRECTION .B4C FEEE NO'E2 `SURFACE /-"A- SURFACE(TYP.I- :I NREf:1fON OF TRAVEL E WARN NG SURFACE- SEE STANDARDis.10 -�- SLOPE IN EITHER D RE.IBN CURB RAMP y Iner.G OF TRAVEL I. SEE NOTE 3 SEE NOTE 3 GRACE BREAK 1.5%OR FLATTER RECOMMENDED FOR w J LMCTH OF CURB WIMP �' 4-0'MIN. I'P) * OBEGWFORNWORK(2%MAX.) WALKWAY / \ RACKOFCURB- rc I / r BACKOFCURB- SEELONNNCTPLANS T 5%DR PUTTER RECOMMENDED FOR , PERPENDICULAR CURB RAMP III/// COUNTER SLOPE- SEE NOTE 2 8 0 SLOPE TREATMENT- SEE NOTE2 SEE STANDARD PLAN F-M.10 GRADE B 60%MAX. 'k tk NADTH OF I OESIGWFORMWpRK(8.3%MAX) * /�WALKWAY (SEE NOTE s) TOP OF ROADWAY r 9.9%OR FLATTER RECCMMENDEO FOR ISLAND CUT-THROUGH 2-m ** DESIGWFORMNgRK(f0%MAX.) ;% WIDTH OFCURB RAMP; : r -MIN. r LANDING OR WALKWAY DETECTABLEWARNING LANDINGCURB RAMP . o SCoO WA9b/�C� .., ..,/ ` B BE NOTESSAND 0: ' CCABpW3)RNING ---bB---�,. A E ,... F\ C DEPRESSED CURB AND GUTTER- C T �/ OTE I SACK OF CURB- SEESTANDARDPLANF10.la ---LL-' BACK OFC CURB SECTION O SEE NOTE 2 SEE NOTE 2 p E ro C CIE '� MEDIAN CUT-THROUGH SINGLEDIRECTION URBRAMP - DETECTABLE WARNING b A CEMENT CONCRETE CEMENT CONCRETE CURB RAMP'TYPE CEMEM CONCRETE CURB RAMP"TYPE �. 9EN+.n "p% �Q` �(GRADE SREW(BEIINEEN CURB AND SURFACE(DWS)- �t i PERPENDICULAR•A PAY LIMIT-3EE NOTE 6 PERPENDICULAR B PAY LIMIT-SEE NOTES 6r 1 TF.w N A 5 FIC FROM SACK OF CURB) SEE NOTES 38 B T�2 b I VBDTH OF sH PATH ORPEDESTRIAN CURB- G 6 USE PATH OR ti 1 C a".1", e nra sw zwlw WALNVJAY I ONE LANDING- Ir CURB RAMP r Wp1J(WAY Ir b / Y szz rx.xz..sx+lrov ` Z � i� r WALKWAY(TYP.) ] \,ri F.aW SEE NOTE/ /0:\AI CURB RAMP-I I DETECTABLE WURNING SURFACE- - SEE STANDARD PLAN FJ6I0 '��' ] I - R i i n� yaOTi_ OF CUT-THROUGH I ALE 30,2021 .:..... I (TIP.)...:•:. I / ^ - ,..;•.:,. - - I __ > � pAHTMe PERPENDICULAR ISREousE DETECTABLE WARNING _. 3"R.TYP. DEPRESSED CURB AND GUTTER CURB RAMP } "L - �I,/ -\ ROUNDABOUT SPUTTERWALKNAY SEE NOTE - - raw �. PAVEMENT ......: SURFACE STANDARD PLAN F-40.15.04 �� J I- epee sxouLneR STANDARD PLAN F-45.10.03 CEMENT CONCRETE CURB SHEET 1 OF ANC CURER-SEE NOTE 4 APPROVED FOR el ON 9HEET 1 OF 15HEET --/ U 2 2 ..9.25 BACK OF CURB- SURfACEe(OWSNBEE NOTE 9 _PATH OR E_CTABLE WARNING Z APPROVED FOR PUBLICATION 1 '.J]0 00 BEE NOTE 2 .-OF WALKWAY RACE(DWS)-- AUg Sl,2021 ISOMETRIC VIEW ISOMETRIC VIEW LAA DING --- "r SSE NGTES384 CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING wanPsar. wF.m.man.�wm� �vnaiANre.,srer.ro> m (SEE NOTE aJ PLACEMENT GUIDELINES SHARE0.USE PATH CONNECTION � PERPENDICULAR CURB RAMP TYPE B DETECTABLE WARNING SURFACE 0 NTS � NTS E .. 0 od 75 r` v N O N N 3 Os a d 0 ro CITY OF ARLINGTON / c� 3 o N W Z F n - CONSTRUCTION DRAWING REVIEW APPROVAL o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDI� HE TITLE SHEET_. f\ BY;s. " m Developmentry Se ces Manager CO � DATE:S SDI 14' THIS APPROVAL VALID FOR TB MONTHS 0 Go No. Date B Revision Description Designed By. Issue Date S,V F "`� `°"" '��TAC 07/25/2024 'EllWET RABBIT EXPRESS CAR WASH Drawn Br r PWD3732 7530 204TH ST NE SITE DETAILS C-8.3 TAC r N 3 eneCSYM I'roj10700 r,; � :�,D,.At'A`•5 6814 Greenwood e,WA98103 N T(20,P lM510 ARLINGTON, WA 98223 / SMM 10700009� zoz4 ozzs 12 o1.49-moo Seattle,WA geloe www.PAcL.N+D.cw1 N 9 LANDSCAPE SPECIFICATIONS&NOTES G et/f l �� Af I. GENERAL NOTES M T s U C /lF a. The contractor and owner are responsible for reading the plans,specifications and notes c�3 b. The contractor shall maintain a qualified supervisor on the site at at all times during construction through completion of final punchlist acceptance,unless otherwise requested by the owner Q c. The contractor shall be in charge of securing any required permits w d. The contractor shall verify and confirm all on-site conditions prior to construction ,... 2. SCOPE OF WORK o C) 10 a. The landscaping and irrigation work is part of a larger site project resulting in disturbance to the site,landscape and irrigation.As such,the landscape contractor shall coordinate all work with the general contractor,both before any construction U o 0 tv begins,and during the course of construction. / 3. MATERIALS `L o j TY�F�B.LANDSCAPE,TYI i ,_ o 0 0 j Ilelw a. Topsoil.Topsoil shall be a 3 way blend of the following products; sandy loam(40%by volume),sand(40/o)and organic compost(20/o).Topsoil shall be screened of all weeds and weed seed materials. •,_ Q7 31 — w,� r.... , . ,� b. Mulch.Mulch shall be 1�"-2"river rock,applied to a 4'depth on all beds with filter fabric underneath,excluding bio-retention ponds and otherwise noted. � c. Fertilizer.Agraform 21-gram tablet time release fertilizer shall be used in all plantings.Place 1 for each ground cover,2 for each shrub and 4 for each tree.They shall be placed in the plant pits as detailed.Also,top dress all plants with a U U o 7 - SIGN, . EXIST.MONUMENT • suitable'starter'fertilizer. U � v r, 7 TO REMAIN d. Tree Stakes.Tree stakes shall be 2"diameter x 8'length Lodge pine.Fasteners shall be 1"PVC Chain-Lock,placed as detailed. Z o +++* +++ ++ + + c+ e. +++ + Root Barrier.Deeproot UB18-2 or similar. o++ +++ +++++ 4. SOIL PREPARATION / + 6 �:PF IE=12G a. Prior to any landscape work,contractor shall remove,or have removed,all debris from the other building trades from the landscape surfaces.NO landscape work shall commence until the areas are cleared of other trades debris. _J N N ",ARCING"fON PL b. Cultivate the existing ground surface to a minimum depth of 8"and remove all rocks over 1",existing roots and other debris. MONUMENT SI' c. Fine grade the sub grade to adjoining surfaces in preparation of adding specified topsoil. 9 9 1 9 p p 9 p P + + ✓ "+- d. Beds.Place a minimum of 6"of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 8".Remove all rock and debris which may surface.Finished grade of topsoil shall be 2.5"below adjoining paved surfaces,allowing _ I 48"FIR TREE TO a r + 18 2"for mulch. Therefore,finished grade shall be 1/2"below paved surface. REMAIN,PROTECT + - 10 0 PUD EASEIU' 5. PLANTING OF TREES,SHRUBS AND GROUNDCOVERS IN PLACE.SEE FREE I iN + PER AFN 830414 PROTECTION °. _ a. Contractor responsible to verify quantities. NOTES ON L1.02 " K REFER TO 8/L1.02 b. Contractor is to confirm that all beds are prepared and ready for planting,without interference with other trades. STATE or .,wN c. Layout all plants as per Ian and approval b p g p pp WIILINCToN _ 'i ,r 1 24"DEEP ROOT BARRIER, Y P p P Pp y the Owner's Rep,making sure the ants are orientated to give best appearance to the viewer. LCENSEO Y°, , III ♦ LANOSCAP A CHITECT INSTALL PER d. Pit plant all plants into prepared soil and plant per the details.While planting,water the plants into the plant pits thoroughly soaking the root balls and soil.Place fertilizer tablets as specified,filling plant pits with specified topsoil.Top dress MANUFACTURER'S fertilize when completed. ro Ta .. o RECOMMENDATIONS e. Shrubs shall be a minimum of 24 inches high at the time of planting.Shrubs and groundcover shall be planted to attain coverage of 90/o of the planting area within 3 years, NocPAN,14 LICENSE N0.1444 f. Trees planted within 6'of parking and drive areas shall include a root barrier,installed 18"below finished grade at edge of sidewalk and extend 3'in either direction of center of rootball for a total of 6'length,parallel to edge of curb ° 6. SOD PREPARATION a. Place approx.4"of specified soil mix to prepare the areas prior to placing sod,filling all depressions and removing all high spots.Compact uniformly with a water filled drum. Imo. p �I b. Install sod,making sure the sides and ends are butted tightly together.After sod is installed,roll it with a water filled drum. c. Installed sod must be flush with plant beds and adjoining concrete surfaces. • O j } ---- -- d. Water with automatic irrigation to assure well rooting and growth of the lawn. y - e. Fence off areas from foot traffic or others through establishment period and until final approval. e { t f. Mow a minimum of 2x before when lawn Is long enough for mowing prior to final approval. }® A \ 7. LAWN ESTABLISHMENT Know what's below. a. Confirm a full coverage,working automatic irrigation system,prior to installation of lawn. Mow every 7-10 days until established and approved. I�i I N 8. WARRANTY Call before you dig. .b. All landscaping and irrigation shall be warranted for one year from FINAL ACCEPTANCE Plants requiring replacement shall be of the original variety and size as specified herein. p g Irrigation components shall be replaced if damaged or defective ® II +I 9. IRRIGATION DRAWING SET. a. Irrigation Plan shall be a automatic Irrigation system with rain sensoring capabilities PERMIT SUBMITTAL b. Irrigation System shall be builder design and meet all City of Arlington code requirements ,. c. Contractor to provide Coverage Test for approval by Owner's Rep. EXIST.TREES AND _ � 0i I d. Contractor to provide As-Built Drawing of irrigation system. PLANT SCHEDULE / CITY. BOTANICAL NAME COMMON NAME SIZE&SPACING,NOTES STUMPS TO'BE 4 �I -da / REVISIONS: REMOVED,REF:TO { ®•.� I('I( p C� r�� O TREES REv I: ARBORIST REPORT 6 Acer rubrum'Franksred' Red Sunset Maple 2"cal min,branching at 5'ht,fully branched&uniform,B&B REV 2: 0 6 Acer rubrum'Bowhall' Bowhall Maple 2"cal min,spacing as shown,fully branched&uniform,B&B REV 3: ( e { + PROJECT ADDRESS: mus contorts ore Pine - mmOC,fully branched&uniform,B&B Populus temula'Erects Swedish Columnar Aspen 2 cal in spacing as shown,fully branched&uniform,B&B 3 Tsuga mertensiana Mountain Hemlock4'-6'ht min,fully branched&uniform,B&B w SHRUBS H 9-34 Berberis thunbergii'Orange Rocket' Orange Rocket Barberry 2 gal @ T OC Q o, o-19 Choisya ternata Sundance' Sundance Mexican Orange Blossom 2 gal @ 5'OC —4 Hydrangea panlculata'Candy Apple' Candy Apple Hydrangea 5 gal @ V OC D—53 Lavandula x intermedia'Niko' Niko French Lavender 2 gal @ 4'OC METAL EDGING a ALONG PROW.LINE, e 2 Nand na domestics Gulf Stream Gulf Stream Heavenly Bamboo 3 gal @ T OC �,- � � � � �15 i ven y Bamboo 2 gal @ 3'OC EXCLUDING LAWNAREA O O �-:- r nBeauty' PP', - - - _ _ \� �-3 Rosa x'Coral Drift' Coral Drift Rose 2 gal @ 3'OC U t 1 ^ t T';?'>, ®-15 Rosa x Orange Glow' Orange Glow Knockout Rose 2 gal @ 4'OC (Al (") BOULDERS, ® i� + + .t y 0-17 Pinus mugo'Pumilio' Dwarf Mugo Pine 3 gal @ 4'OC C1I L� . 3 Rosa x Radtko Cherry Red Double Knock Out 2 gal @ T OC W N I�LDEFtS,TYP O i } ®I, + + '/ X�i (] 17 Rosmarinus officinalis'Blue Spires' Blue Spires Rosemary 2 gal @ T OCDO >,A a + C /X CL Q 3' -, � � � I I' �� Y� PERENNIALS I ORNAMENTAL GRASSES/GROUNDCOVERS PAVER PATH LJJ y�` % 0-20 Calamagros s x acutiflora Foerster's Feather Reed Grass 2 gal @ T OC z ti / /y 'Karl Foerster' W `•' 0-4 Carex elata'Aurea' Bowles Golden Sedge 1 gal @ 30"OC Ill V) ,A �2 Carex testacee Orange New Zealand Sedge 1 gal @ 2'OC 9-31 Geranium Rozanne Rozanne Cranesbill 4"pot @ 2'OC Cal Q m 27 Helictotrichon sempervirens Blue Oat Grass 1 gal @ T OC I- _ _ (}11 Miscanthus sinensis'Fire Dragon' Fire Dragon Maiden Grass 2 gal @ 3'OC Q O LAWN FUTURE DEVELOPMENT Q 4 Miscanthus sinensis'Adagio' Adagio Maiden Grass 2 gal @ 3'OC CV Z + + + + ++ + ++ + ++ o-21 Nepeta racemosa'Walker's Low' Walkers Low Catmint 1 gal @ T OC Q-25 Pennisetum setaceum'Rubrum' Purple Fountain Grass 1 gal @ T OC Ill � J - T -- — -- - - 0-35 Stella de Oro Stella de Oro Daylily 1 gal @ 2'OC u) tY ®--15 Trachelospermum jasminoides Madison Star Jasmine 1 gal @ 2'OC � K Q Madison' I � ,C 3,800 sf Lawn Area Perfect Blend Sod Country Green Farms DESIGN: MJL -_ TYPE B LANDSCAPE,TYP � 4/pry / DRAWN: MJL EXIST.TREES AND STUMPS TO BE OCJ 9S�,P CHECKED:Ew REMOVED,REF.TO ARBORIST REPORT \\' DATE: JUY 16,2024 PROJECT: Wet Rabbit Arlington NUMBER: LLA0464.23 x �'� ✓ ! f V PARKING&VEHICLE ACCOMMODATION SHADE AREAS(AZC 20.76.130) / r^ Total Parking Area(17 stalls): 3702 sf SCALE: r' 20-010 o Parkin Area required to be shaded by deciduous trees: 740 sf(20% nTLE: 9 ) Total Paved Area Coverage by new deciduous trees: 1,543 sf(42%) J R LANDSCAPE PLAN, SCHEDULE �� f & NOTES Zoning Desi nRe Review 1 9 submittal: PLN#1161 0 10' 20' 40' 80' L1 .00 Graphic Scale:1"=20'-0„at full size(24"x 36") N E U +N- Q U 3 0 / NOTES: o 1. USE PLANT STARTER SOLUTION ° o CcJ STRONG STOUT STEMS AND BUDS DURING PLANTING OPERATION. \ ,. zo FEED AS SPECIFIED. Q o 0 wloE BRANCH 2. SHRUBS SHALL BEAR SAME M ATTACHMENT - RELATION TO FINISHED GRADE AS CU (2)P'CHAIN-LOCK TREE TIES IT BORE TO PREVIOUS EXISTING It N M GRADE.TOP OF ROOTBALL SHALL U 0 REMOVE ALL BURLAP FROM BE 1"ABOVE FINISHED GRADE n V v.«. �' ROOTBALL COVER SOIL LOOSENED AREA WITH 4 MULCH,AS SPECIFIED.KEEP MULCH, ! c N N MULCH 3"FROM TREE TRUNK = AS SPECIFIED FIG iii 0 N co In ROTOTILL UCER COMPACTED SA SUBGRADE AS 01 SPECIFIED O ik 2"0 LODGE POLE STAKE.PLACE r�oF OUTSIDE FOOTBALL 1 DIG THE PLANTING PIT AT LEAST 3 m z Z r TIMES THE SIZE OF THE FOOTBALL M co STATE OF 12" LANDSC LICENSED A CHITECT MIN SPREAD ROOTS OF BASEe ROOT PLANTS OUT OVER Xi TOPSOIL BACKFILL (SEE SPECS) CONE OF HAND-FIRMED I ICENse"no'. 1.WATER AS NEEDED FOLLOWING PLANTINGI _ I =III=III=III STAKE TO PENETRATEI2" TOPSOIL 2.SEE SPECIFICATIONS FOR ADDITIONAL MIN.BELOW BOTTOM OF INFORMATION. SPECIFIED TOPSOIL PLANTING PIT REMOVE ALL BURLAP FROM 3.SEE STAKING DETAILS ROOT BALL CONE OF HAND-FIRMED PLACE ROOTBALL ON SOLID SOIL TOPSOIL FOR BALL& , DECIDUOUS TREE PLANTING DETAIL DECIDUOUS TREE STAKING DETAIL BURLAP PLANTS �ju SHRUB PLANTING DETAIL �CALE:NTS G SCALE:NTS `Z SCALE:NTS NOTES: Know what's below. 1. FERTILIZE&WATER AS CBI)before you dig. SPECIFIED FOLLOWING PLACE TOP OF PLANTING. DRAWING SET: FOOTBALL 1"ABOVE 2. SEE SPECS FOR ADDITIONAL LEVEL GROWING IN INFORMATION WHEN d, PERMIT SUBMITTAL N o APPLICABLE NURSERY '2 3. SEE STAKING DETAILS. D RVISIONS: COVER SOIL REEV is REV LOOSENED AREA WITH w 1"CHAIN LOCK TREE TIE C : DIG THE PLANTING MULCH,AS SPECIFIED. -- V MULCH,AS SPECIFIED � VL>/ V__�) REV 3: PIT AT LEAST p KEEP MULCH 3"AWAY LLLL PROJECT ADDRESS: TWICE THE SIZE FROM TREE TRUNK O ) OF THE FOOTBALL = o w 2"0 LODGE POLE STAKE. ` — GROUNDCOVERS, k EO. a PLACE = III=III-III— TYPco a TILL COMPACTED T' 45°8D° OUTSI ALL ®+ =III-_ 1 FERTILIZER TABLET SUBGRADE AS r—_ — _ SPECIFIED 'l lT�-1 IT =III—��{ — __ —BACK OF CURB OR 1=III=11' SOIL BACKFILL \\ ..- — = LANDSCAPE BED EDGE (SEE SPECS) \\\\ REMOVE FR O FOOTBALL PLACE FOOTBALL ON \\\\ - SPECIFIED TOPSOIL NOTE:TRIANGULAR SPACING A PER PLAN,UNLESS SHOWN FROM TOP y2 OF 2 �v I _ =1�' 1. ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL SOLID 501E -III III=III_ U OTHERWISE Ii (� N 2. SET GROUNDCOVER BACK FROM CURB OR WALKWAY AT H CONIFER PLANTING DETAIL CONIFER TREE STAKING GROUNDCOVER PLANTING DETAIL LEAST 1-1/2 TIMES THE SPREAD OF SUCH GROUNDCOVER W 00 N -- - -_ ___ - - ��-jj - -- - - 4 SCALE:NTS SCALE:NTS � SCALE:NTS Ii W >Q W z > H V) Z m = O NOTES: m 14- ''1--^ PLANT SET AT 1. SEE CIVIL DRAWINGS GRADING&STORM DRAINAGE PLAN AND UTILITY PLAN FOR ADDITIONAL INFORMATION REGARDING Q O V LOCATION,TYPE AND SIZE OF UTILITIES. Ix 04 ORIGINAL DEPTH Z 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ROOT BARRIER WITHIN 8'OF UTILITIES LINES,CURBS,ROADWAYS, O ORIGINAL GRADE SIDEWALKS,RETAINING WALLS AND BUILDING FOUNDATIONS. W (") ORIGINAL GRADE 3. SEE DRAWING L1.02 LANDSCAPE PLANTING DETAILS FOR ADDITIONAL INFORMATION REGARDING PLANTING INSTALLATION. PLANT SET AT Q ORIGINAL DEPTH y;, FINISHED GRADE � TREE PLANTING ( ` DESIGN: ALL `—rt\ DRAWN; ALL FG I CHECKED:EW SAUCER BUILT p \ ^L ` :• �' DATE: Juryld,2024 7 ON LOW SIDE SAUCER BUILT ' r� \, PROJECT: Wet Rob be-Arlington ON LOW SIDE ,_ NUMBER: LLA0469.23 MULCH,AS SPECIFIED. ��i<,/1 /- — BLEND INTO MULCH,AS SPECIFIED KEEP 3'AWAY FROM TRUNK EXIST.SLOPE PLANTIFERTILNG Ti I�- GALE: As shown " \, -..•._I ._... TITLE: PLANTING SOIL& 12 MIN BLEND INTO PLANTING SOIL&FERTILIZER 24 CONTINUOUS III----III PLANTING EXIST.SLOPE US VERTICAL ROOT BARRIER 12 MIN DETAILS EXIST.SUBGRADE ` (DEEPROOT UB 24-2)SET 1"BELOW FINISH GRADE. � =EXIST.SUBGRADE INSTALL PER MANUFACTURER'S RECOMMENDATIONS Zoning Permit: PLN#1160 TREE & SHRUB SLOPE PLANTING DETAIL 8 ROOT BARRIER DETAIL Design Review submittal: PLN#1161 7 SCALE:NTS SHEET: NTS L 1 .01 I PLANT IMAGES o 13 J 00 U N Q Q U3 o a) Ci >, } !E U p Tree Protection Recommendations-Wet Rabbit Express Car Wash Q p The following recommendations pertain to the 48"Diameter at Breast Haight(DBH)Douglas-fir N (Pseudotsuga menziesti)growing in the WSDOT Right-of-Way adjacent to SR-9 MP 28.2.The Q in adjacent private parcel is addressed 7530204"St NE,Arlington,WA 98223.WSDOT Arborist C) U 2) Services provides these recommendations in response to the City of Arlington's concern about the U t o proximity of construction to the tree. O o 0 " The purpose of these recommendations is to ensure the health and stability of the tree during C_ c� construction of the Wet Rabbit Express Car Wash on the adjacent parcel. CN TREES/ DECIDUOUS EVERGREEN J " " A WSDOT annotated Demo&TESC plan serves as a visual companion to the recommendations. _ WSDOT suggests the following items be added to applicable construction plan sheets and be h.✓' mandatory conditions for permitting. •r •+� • All work proposed within 30'of the trunk shall be coordinated with WSDOT Arborist f a" Services and subject to WSDOT review. y# o This includes but is not lim ited to excavation for the foundations of new build ings, asphalt removal,installation of utilities,irrigation tines,and new landscaping. STATE OF WASHINGTON o Demo and excavation shall occur carefully,starting nearerthe tree and moving uCENSED y L ANDSCAP,[A CHITECT away to avoid unnecessary grading in the CRZ. Expand the tree protection fencing as shown in the WSDOT annotated Demo TESC plan CVS • MDGHAN LYON (sheet D-10). LICENSE No.1444 - o Fencing shall be 6'chain-link fencing secured in place. o Fencingshall be installed prior to any demolition and remain for the duration of construction. o Tothe north and south inthe ROW,thetree protection fencing will beatornearthe Critical Root Zone(CRZ)defined as 1 foot radius for each inch of trunk DBH.Forthis tree,the CRZ is a radius of 48 feet. • • Apply6"coarse woody mulch(arborist woodchips)within a 12'radius of the trunk to mitigate root impactsfrom construction activities. o Keep mulch 6"awayfrom trunkto avoid burying it. • Install silt fencing at grade(no trenching)for portion of silt fencing that aligns with tree Know what's below. protection fencing. Call before you dig. SWEDISHASPEN RED SUNSET MAPLE BOWHALL MAPLE MOUNTAIN HEMLOCK SHORE PINE o Silt fencing installed below grade can damage tree roots. • The stumps of the northernmost 3 hornbeam trees in the row shall be removed with a DRAWING SET: SHRUBS stump grinder.Not torn or dug out with other equipment. PERMIT SUBMITTAL o The stump grinder shall not operate within tree protection fencing.Grind out stumps from east side. Plant sizes within 30'of trunk shall be tgal or smaller. c Plants shall be relocated if roots greater than 2"diameter are encountered during 1 t c .I II��• i planting.These roots shall not be severed. REVISIONS: {� Y No mechanical soil decompaction ortillingwithin 30'ofthe treefor new plants and REV I: ASY '4 landscapingshall occur. REV 2: o Decompaction using pneumatic air excavation maybe allowable if coordinated with REV 3: _ r - • WSDOT Arborist Services. `�IIy Plans state arborist report and irrigation plan were created as part of permitting. PROJECT ADDRESS: ^r 1,{.,._s r.,'•� o Provide these documents to WSDOT for review. `I ' '� • No irrigation trenching shall occurwithin 30'ofthe tree. o Any irrigation beyond 30'but within the CRZ(48')shall be coordinated with WSDOT Arborist Services. i o Irrigation trenching beyond 30'but within the 48'CRZ shall be done with pneumatic ' air excavation. Q o No roots greater than 2"diameter shalt be cut to facilitate irrigation pipe installation. DWARF MUGO PINE MEXICAN ORANGE BLOSSOM CANDYAPPLE HYDRANGEA LEMON BEAUTY HONEYSUCKLE HEAVENLYBAMBOO o Irrigation techniques that don't require trenching such as drip irrigation are allowable. Schedule a pre-construction meeting with WSDOTArborist Services. Q o Meeting shall occur at least 2 weeks prior to work beginning. I 1 1 y (y) W 00 Ix 0� X Z >¢ W > /Ol^d BLUE SPIRES ROSEMARY NIKO FRENCH LAVENDER RED DRIFT ROSE CORAL DRIFT ROSE ORANGE ROCKET BARBERRY ORANGE GLOW KNOCKOUT ROSE ` ' '=s'•.a VIX N. V Z W OY � Q DESIGN: MIL PERENNIALS/ORNAMENTAL GRASSES/GROUNDCOVERS BOWLES GOLDEN SEDGE MADISON STAR JASMINE CHECKED:EWL • I +�{I n � F`1�11'F[= f _ DATE: July 16,2024 II 55 1 S1 ql� y PROJECT: Wet Robbr-Arlington NUMBER: LLA0464.23 SCALE: AS Shown TITLE: PLANT IMAGES SHEET: KARL FOERSTER GRASS BLUE OAT GRASS PURPLE FOUNTAIN GRASS MAIDEN GRASS VAR WALKERS LOW CATMINT STE LLA D E 0 RO DAYLI LY ORANGE NEWZEALAND SEDGE ROZANNEGERANIUM Zoning Permit: PLN#1160 L 1 .02 Design Review submittal: PLN#1161 REFER TO SHEET CV-1.0, CV-1.1, A PORT/ON OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M, AND CV-1.2 FOR GENERAL NOTES SANITARY SEWER STRUCTURE TABLE CONSTRUCTION KEY NOTES IrIAOL.I..; RIM=129.50 �RIM-129.53 RIM=129.82 SSMH of IEr�,"��_y„ SSCO 05 l� 8"FIRE HYDRANT SERVICE.CONNECT TO EXISTING WATER MAIN, Gn n ( )NI 5.34 EX. IE(6"IN,OU7J=124.41 E(6")=125.13 IE(6"SW)-121.35 SUMP ELEV.120.00 1 ..... a _..-. ---•--- ----- ---- •-----•- --•---•---- -----+-------�__.__._.... ,,,-•___ © INSTALL CEMENT MORTAR LINED DUCTILE IRON RESTRAINED JOINT PIPE(CL52)• l RIM=129.25 SSCO 04 RIM=129J6 1 RIM=129;5 C-7.0 awr IE(6"S,W)=123.60 IE(6°)-124.86 S- ""IE(6°)=124.82 © 2"DOMESTIC WATER SERVICE.CONNECT TO 8"WATER MAIN. 2 wmr y sl _ IN W ...- 1�y IE(6"NE)-123.50 C-7.1 >aaM ~�` "- 1 - -� ''- � RIM=129.41 TANK 01 RIM=t129.68 VARIES RIM=129 20 QD INSTALL 2"COMMERCIAL DOMESTIC WATER METER.RPBA TO BE PLACED IN BUILDING. rISSC E(6°)°)=12 E 6 IN,OUT=124.93 E(6")=125.82 "IM_t1u3a \\, ;�" -----•---- 'N-"�`"':_""_..----`------•-' 1`�-'-•' - Q CONTRACTOR TO CCTV EXISTING SS LATERAL COORDINATE WORK VA1H CITY INSPECTOR. 1G IN t It 11f.)S �� W \ 204TH ST NEB 1 rn r1 r w c 1 i`rE' _ RIM=129.41 RIM=t129.71 VARIES RIM=129.68 1 --- VLV 01 SSCO 06 QF INSTALL 2.5"DOMESTIC WATER LINE(MUNICIPEX OR APPROVED EQUAL) __ IE(6")=123.98 ANK 0 IE(6 IN,OUT=124.93 �- IE(6°)=126.34 1,2 C-7.0 INSTALL FIRE HYDRANT. C 2 ' - , --�` '`•'_'`>"�" SS --BS-- ,.,---- SS'---S.s_.=--,g_.�-_-yS_.....„.. .. S �.. BRIM=129.41 RIM=l129.64 VARIES �1 RIM=129.82 sa•a _...- n 1 rPs, r Y -� SSCANK 03 H LANDSCAPE IRRIGATION POINT OF CONNECTION. •ddw 71fi'. .'1MI.rT3T "r T r ,-, f�..,,,,, s�r."i IE(6°)=124.00 IE6IN,OUT=124.93 IE(6")=124.82 anoa _ _�.s rc rII 1 U?17R� ��, EX.METER TO BE USED FOR IRRIGATION nz^r+c t i.. ' QI INSTALL IRRIGATION DCVA.SEE IRRIGATION PLANS FOR CONTINUATION. 3 ___,_ / ,,,• 1." 1 f- •r'° �L=129.41 TANK 04 RIM=3129.58 VARIES C-7. awl IE(6"IN,OUT)=124.07 IE(6"IN,OU =124.93 (2) INSTALL 1-2"P.V.C.(GREY,SCH.80)CONDUIT W PULL ROPE FOR TELEPHONE.INSTALL 1-2"P.V.C. -" -'- 1,j{,,-:wl,..- -• ---- ••�,-- -- --- - "" "" (GREY,SC H.80)CONDUIT W/PULL ROPE FOR BROADBAND AND/OR FIBER CABELING.CONTRACTOR TO _ COORDINATE SERVICE LINE LOCATION AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS AND H 1 r09 E L PURVEYOR PRIOR TO CONSTRUCTION. N SANITARY SEWER PIPE TABLE U a SSMH 01 R 0 APPROXIMATE LOCATION OF TELECOM CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT y m 43 LF 6"PVC r�17 LF 6"PVC 5.5 LF 6"PVC 50 LF 6"PVC LOCATION DRIPLIN r Z MH 0 S=SU 00% S=2L r 00% 9 5 0� 00% S=2� 00% ' //~ M © POWER J-BOX.CONTRACTOR TO COORDINATE LOCATION AND SCOPE OF WORK NTH SNOPUD PRIOR TO o �I S SSCO 02 1 Ir F 6"PVC r- 2�6"PVC 5.5 LF 6°PVC r,�23 LF 6„PVC CONSTRUCTION. O VLV 01 X P S=3u -26% SIJ 2 ppX 0 S=0.00X g=2u pp%- r `� AND SCOPE OF COORDINATE SERVICE LOCATION,VAULT SIZE, �y - I r SSCO 0 S �-�� 1 I 1 MQ PAD MOUNT TRANSFORMER AND VAULT.CONTRACTOR TO Z ""' • 111 WORK NTH SNOPUD PRIOR TO CONSTRUCTION r;-�6"PVCI-�6"PVC 7.0 LF 6"PVC �L7.5 LF 6"PVC S=3U 26% S=2U OOR 11 S=2.00% S-2-�-r 00% N PRIMARY POWER TO TRANSFORMER.CONTRACTOR TO TRENCHING,BEDDING AND BACKFlLL PER SNOPUD IH. � 4 1i - �'�� n ONS 01 U �j'-� J � � C i f T 1 2 LF 6"PVC 5�6°PVC 61 REQUIREMENTS.CONDUIT INSTALLATION BY CONTRACTOR. r- L MH 0 V D�I��, S=3U 26% S=OU OOR 12 5=2.F 6"PVC 00% QO SECONDARY POWER TO BUILDING.CONDUIT INSTALLATION BY CONTRACTOR.TRENCHING,BEDDING AND 2 . BACKFlLL PER SNOPUD REQUIREMENTS. 1, { �`.��•,. 6-'I 12 /,:; o` r ' e © APPROXIMATE LOCATION OF POWER CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT RP BA FOR DOMESTIC WATER TO S SSCO 04 1 ✓7 •- � C PRIVATE SANITARY SEWER PIPE SHALL BE P.V.C.(ASTM 03034,SDR-35) C-5.0 LOCATION, I I` BE PLACED IN THE BUIL ING. T TANK 01 I" °SSOO DB S I\ • 00 C { II o ✓j / f 'i ,� ' ,I @ SEE ARCHITECTURAL/ELECTRICAL PLAN FOR ROUTING TO SITE LIGHTING,SIGNAGE,AND PAY STATION EQUIPMENT. I _ " " UTILITY CROSSING TABLE REFER TO SHEET C-2.2 FOR STORMWATER CROSSINGS 3 g x ANK 0 T! R INSTALL SANITARY SEWER MANHOLE NTH DROP CONNECTION. 1,2,3 1 �..2-6"RW GATE VALVE(FL X MJ) 0 �I-THRUST BLOCK O C-5.1 C-5.2 ° BOTTOM U77LITY TOP TOP UTILITY INVERT CLEAR FINISHED GRADE 2 � 0 INSTALL SANITARY SEWER CLEANOUT. 11 0 I I LI VI Io /10 /,. 8 • '\,• INSTALL OLDCASTLE PRECAST 2,000 GALLON RECLAIMED WATER TANK. 1 6"SEWER 125.02 2.5"WATER 126.42 1.40 129 63 ''J/,� I S SSCO 05 . .Nirrr' ANK 04 T i \ OT 1 r WW 2 6°SEWER 124.96 2.5"WATER 128.22 1.24 129.42 C_5 3 - APPROVED EQUAL).VAULT INSTALL OIL/WATER SEPARATOR(OLDCASTLE PRECAST MODEL 660 CPS,OR APPRO AL.CROSSING NOTES: SHALL HAVE A HEAVY-DUTY TRAFFIC RATED COVER TO SUSTAIN H-20 LOADING. C 5.2 ( � 14 SSCO 0 S 0\ \\•• 1. FOR CROSSINGS WITH LESS THAN 6"OF VERTICAL SEPARATION.A 3"THICK SHEET OF ETHAFOAM 220 SHALL BE PLACED i I 1 I l = // y ♦ B 8"DI BETWEEN THE PIPES WITH SAND PLACED AROUND CROSSING PIPES AND THE ETHAFOAM SHEET. INSTALL 48"MODIFIED TYPE 1 MANHOLE NTH SUMP FOR PRETREATMENT. 3 2,3 / \ + L WORK PROPOSED WITHIN 30 FEET OF THE TRUNK OF THE 475 INCH DEN FIR TREE SHALL BE COORDINATED NTH O PLUMBING PLAN. T OF CONNECTION TO BUILDING SEVER LINE.CONFIRM EXACT LOCATION /BUILDING W APPROXIMATE POINT W I �•��?a� r ° Y ` 29 v \ ALL PROTECTION NOTE: - - !�X INSTALL 6"GATE VALVE NORMALLY OPEN IN CAST IRON BOX NTH TRAFFIC RATED LID(AASHTO H-20). WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. PROVIDE MATCHING T-HANDLE,SET TO WORKING HEIGHT. .: w �\ THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. QY INSTALL 2"P.V.C.(ASTM D3034,SDR-35)VAPOR VENT LINE AT 2%MINIMUM SLOPE(UP)FROM O/W 1 r --- -`\3I \ DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID SEPARATOR TO THE BUILDING.SEE PLUMBING PLANS FOR CONTINUATION. 3° Y / - UNNECESSARY GRADING IN THE CRZ. O c INSTALL SANITARY SEWER MANHOLE. 1,2,3 ® CONNECT TO EXISTING GAS SERVICE MAIN.CONTRACTOR TO COORDINATE NTH CASCADE NATURAL GAS FOR CONNECTION AND INSTALLATION OF SERVICE LINE AND METER.CONTRACTOR SHALL PROVIDE TRENCHING,BEDDING,AND BACKFlLL PER CASCADE NATURAL GAS REQUIREMENTS. Izs �� ., .esc r� / r 730 131 \` ..„�\�'\. / Q/ NTUr/ -'IwN'Nfl7C- ;�,I \ ^"\ \ / / ALL NEW UNDERGROUND FACILITIES/UTILITIES SHALL BE INSTALLED NTH A DETECTABLE UNDERGROUND LOCATION DEVICE.INSTALL A N12 INSULATED SOLID CORE TRACER WIRE N - - - _�'}' ,"' r w\ `'`y.._ �`V` •- SECURELY ATTACHED TO EACH UTILITY AT 8-FEET ON CENTER 12"OF TRACER WIRE N Y' SHALL BE ACCESSIBLE ABOVE GRADE AT THE TERMINATION AND SHALL BE SECURELY \`\'\ r/ ATTACHED AT THAT POINT.THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED ,c F..., WITH THIS REQUIREMENT IN THEIR BID. ' Irnm NT NOTE \ s f 1-THRUST BL GED Trc H` THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,UDS,ETC.)AND ARE SUBJECT OCK TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 1 DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES NETHER SHOWN ON r,,., THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND LEGEND THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND a / .(/� CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL PROPERTY LINE - - - - WATER LINE -,-w-w- \ AV yh/ !` BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT ! CONFLICTS EXIST,IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY STORMWATER PIPE WATER FITTINGS do THRUST BLOCKING .s x x \ f 7 PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. STORMWATER STRUCTURE ••0■• HYDRANT x i i„".'•'� / r ti SAWCUT --------- WATER METER(SIZE PER PLAN) s fs %• CITY OF ARLINGTON W 114 1$.4e ® '4' } CONSTRUCTION DRAWING REVIEW APPROVAL SANITARY SEWER PIPE _„_„_n_ BACKFLOW PREVENTION ASSEMBLY �, v w"ra�azcet: N (SIZE PER PLAN) /'' / a OUT NE 1f-1?P s= J ��/ • o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M SANITARY SEWER STRUCTURES ® CONDITIONS ON THE TITLE SHEET. UNDERGROUND POWER SCALE:1"=30' BY: .� � RECLAIM WATER TANK ® / Know what's below. mm TELECOM *-r-,- � / 0 1s ao so Development Se Ices Manager � OIL/WATER SEPARATOR (�J ..._._.. _._ Call before you dig. DATE:°Dj1c;1g4 THIS APPROVAL VALID FOR 18 MONTHS w3 No. Date B Revision Description Designed Ely: Issue Date: �Lrn 'C ..Cy �fMA EG, TAC 07/25/2024 \:t` �sy �a°'" 'r WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 m rra� 7530 204TH ST NE UTILITY PLAN C-3.0 TAC y A I W�a Checked By: PraJeOt No.: `"J •� Sea111e,6VA 8103�N T PxLAND° ARLINGTON, WA 98223 G SMM 10700009 2024.07.2512:01:31.07'00' A PORTION OF THE NW 114 OF THE NE 1/4,SEC. 14, TWP. 31 N., RGE. 5 E., W.M. REQUIRED PAVEMENT SAWCUT(TYP.) , /.^ RESTORATION PER � i I VNDISTURBED �o R W USE PERMR 71 NATIVE .J a SURFACE RED(SEE EXISTING PAVEMENT i/ CROCND ,'J rc i AS SPECIFIED(SEE `' �SURFACE NOTE 3) 1 .. `- M; BACKIFILL GRANULAR (L PIPE 1/4"STEEL aA PLATE COMPACTED TRENCH WAT LIE(TYP.) M UNBALANCED CROSS CROSS WITH PLUG SACKFUL(SEE NOTE 1) oz_ COMPACTED BAD KFILL J PIPE BEDDING:ZONE z (SEE NOTES 2) .-� 1/4"STEEL THRUST - I PLATE BLOCKING PER IN DETAIL TR_NCH STABIL.ZA'.ION-� "-r -� N0.Wt6D a MA EPIAL. IF AND WHEN PIPE 0... +18 TEE HORIZONTAL BEND �� a DIRECTED. (SAME AS PIPE y BEDDINGi. ate f l <er� f 7 " ~ BACK FACE 1rIRti5i UNPAVED AREA PAVED AREA BLOCK AREA REFERS TO THE BA OF r BLOCK MEASURED W SQUARE FEET ,qy STEEL HOR12 Q OF PIPE AND fF ?LATE BLOCK NOTES: TEE PIPE&CAP 7HRusT BLOCK DETAIL T. TRENCH BACKFILL SHALL BE *PAVED AREA: GRANVIAR BACKFILL AS APPROVED BY LOCAL AGENCY,OR PER WSDOT THRUST BLOCK AREA IN SQUARE FEET (SEE STD DETAIL NO W-165) NOTED: 9-039(3). OR CDF, OR 5/8"MINUS CRUSHED SURFACING,OR APPROVED NATIVE MATERIAL 8011 FIR.BILT OR SAND COMPACT SAND COMP SAND k GRAVEL i. LOCATION AND 5iZE OF BLC�K'�'NG FOR PIPE LARGER THAN COMPACTED12°DIAMETER AND FOR BOIL-TYPES TO 953 OF MAX'..MUM DENSITY. FIRM_,_.,TY 90. a5'BEND 11 1/a' 90' a5 BcT'D u 1 4' 80' 45'BEND 11 1/4' DIFFERENT THAN SHOWN SHAL'- BE DETERMINED BY THE CITY ENGINEER. UNPAVED AREA: SELECTED GRANULAR MATERIAL WITH MAXIMUM DIMENSION OF 6"PER nTTING BEND rEe cAP OP,PLuc&z2 t/2' BEND TEE cAP OR ILDG A:22 1/2' BEND TEE CAP OR PLUG A:22 t/2' 2. ALL BLOCK;t:C FOR HOR170NTAL FIT7[NGO (POURED IN PLACE)STALL BEAR AGAINST UNDISTURBED NATIVE 9FND .BEND BE GROUND OR FILL MATERIAL COMPACTED TO 959 MAXIMUM D WSCOT 9 C315,CCMPAC-EO TO 907 OF MAXIMUM DENSITY. a" .. a.2 4. 1.7 9 3. ALL PCUREG THRUST BLOCKS SHALL 8 0BACKPLLEDMA)AFTER MINIMUM 1 DAY. PRESSURE TESTING SHALL <, GRAVE_BACKFlLL FOR R.PE'ONE DEUD!NC SMALL BE SELECTED GRANULAR MATERIAL PER R e 13.7 9.a s.a 3. .7 a.7 4.7 t s 5 0 3.5 i 4 OCCUR AFTER CONCRETE HAS REACHED C.MPRESS VE STRENGTH f c. 8' 23.� tE.J 16.] 11. B.a e:ti- 3.a. ,8 8.3 E ( ) WSOOT 9-03.12(3), WASHEO SAND,OR APPROVED SUITABLE EXCAVATED MATERIAL WITH - t' S3.D 37.5 37.5 15.0 2D.5 18.8 fB.E ].5 D.D i.O 1A.D 5.6 4. ALL BLOCKING TO BE GDNCRE'E C�_3000-7 (3G00 P51). AREAS CALCULATED ON P I T PRESSURE.AnID 3'-0"MiN co R 0 R wATERMAIN 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST PITTING SURFACE AREA POSSIBLE,BUT MAXIMUM DIMENSION OF i-1/2"COMPACTED iO 95X OF MAXIMUM D£N5ffY BY APPROVED SHALL NOT COVER OR ENCLOSE BELL ENDS,JOINT BOLTS OR GLANDS.ACCESS TO BOLTS AND GLANDS - HAND-HELD TOOLS. SHALL BE PRDVIDED. IF ECOLOGY BLOCKS MAY BE USED IN LIEU ALL HORIZON-AL BLOCKING THRUST AREAS SHALL BE CENTERED ON PRE. 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UNIFORM SUPPORT FOR THE PIPE BARREL. OF POURED-IN-PLACE B-OCKING FOR 7. WHERE POURED-IN-PLACE BLOCKING IS REQUIRED AT A POINT 0=CONNECTION TO AN EXISTING FITTINGS IN SHADED FCRTiON OF TABLE WATERMAIN,THE BLOCKING SHALL BE INSTALLED PRIOR TO CCNNECTON WHENEVER POSSIBLE OR AS 4. UNPAVED AREA SHALL BE RESTORED WITH 4"TOP SOIL. FERTILIZER AND SEED,OR AS RESTRAINED JOINTS MUST DE USED. DIRECTED BY THE CITY ENGINEER. SPECIFIED, PAVEMENT RESTORATION SHALL BE DONE PER RIGHT-OF-WAY USE PERMIT,OR 8, TEMPORARY BLOCKING,IF USED.SHALL BE APPROVED BY THE CITY ENGINEER. c AS SPECIFIED, FOR NOTES:SEE STD OETNL NO W-k651 `STy p Uaurt D8'P&Tna 7 OP PUBLIC BORBS STANDARD DETAIL Oti y p n �arrt DBPARIMUNT OF PUBLIC TOM STANDARD DETAIL G1Ry OJ, 'V0"0iS° L0t"E D�ARTNBNI.OF PDBLIC wow STANDARD DETAIL •]N STANDARD DETAILS NUMBER art enua., STANDARD PLANS NUMBER o< R emn+ STANDARD DETAILS NUMBER NTfM c vvA m TYPICAL TRENCH DETAIL W-27O v� c THRUST BLOCK w_160 •$�• @ NT-I65 s 4 THRUST BLOCK � �INO� �INO� llNp't ui N TRENCH SECTION THRUST BLOCK Z THRUST BLOCK a NTS L NTS `"� NTS 3 3 0 N GC Q fn V' 3 o N W Z H CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE COND IONS ON THE TITLE SHEET:. BY.-e m DeVeelo ment Se ices Manager DATE:YI.I i'h(` 4- THIS APPROVAL.VALID FOR 18 MONTHS c 0 No. Date By Revision Description Designed By Ime Dates Tnc 07/25/2024 .', WET RABBIT EXPRESS CAR WASH Drawn By PW03732 y ; ► 7530 204TH ST NE WATER DETAILS C-7.0 y TAC 3 Checked By: Project No: :=)),IT T �=: 6814Gre�DwoodAwN T(206)522951D ARLINGTON, WA 98223 / SMM 10700009 2024.07.25 12 01 43 07 00' Beattie,WA 98103 wwJti,PKIANO.- G A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. VALVE PDX LID SEE NOTE 3 SEE NOTE A 2" SQUARE.2' HIGH - $. • OPE RATING NUT z 1/3 TOTAL 6 �} LENGTH TRIPHOLE.- z VALVE OPERATING NUT ^-\`1 z x 5 EXTENSION SEE NOTES 1 AND 2 i 10 n o: w VALVE BOX SEE NOTE 3 4 SEE NOTE `0 �I n ', 3fe"SET SCREW 12 r 4'OIA x 1/4' \ ✓ a VALVE BOX EXTENSION MIN THIQKNESS; STEEL n - 11S 1" SOLID STEEL STOCK .__...._ J VALVEBox CUSHION 3/8"SET SCREW 1 1 I SOUAPE SOCKET z , 4 NS.DE NOTES AND MATERIALS L._._ 2-1/4 DEP'H J (1/8"MIN WALL T'H CKNESS) 2"GC SERVICE SADDLE W/DOUBLE STAINLESS STEEL STRAP. 2'BALL VALVE CORPORATE STOP COMPRESSION WITH KEY FACING UP,MUELLER OR FORD ONLY. VALVE BOX AND EXTENSION VALVE OPERATING NUT EXTENSION 2"HDPE CTS CLASS 200 HIGH SERVICE PIPE(200 P$I RATING;WITH STAINLESS STEEL STIFFENER AND 10 GAUGE COATED COPPER TRACER WIRE WRAPPEC AROUND THE PIPE AND A-ACHED ON BOTH ENDS. ® 2"COMPRESSION ANGLE METER BALL VALVE(LOCKABLE). NOTES: O METER(SIZE AS SHOWN IN PLAN)SHALL BE INSTALLED BY GUY UTILITIES DIVISION At OWNER'S EXPENSE: CITY WILL INSTALL ADAPTERS AT BOTH ENOS OF METER IF THE METER IS NOT 2 t VALVE OPERAILNG NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN THREE(3)FEET' 6'METER BOX SHALL BE MIDSTATES PLASTICS(1730-18)W/SCUD DI LID WITH 1 3/4"HOLE FOR TOUCH BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE(1)FOOT LONG,ONLY'ONE READ PAD(TRP). :EXTENSION WILL 6E ALLOWED PER VALVE. .. 2"ANGLE METER CHECK COUPLING(LOCKABLE). 2:. :ALL VALVE OPERATING NUT EXTENSIONS ARE 70 BE MADE OF STEEL,SIZED AS NOTED,AND PAINTED WITH Q TWO(2)COATS OF ,METAL PAINT. - O6 COMPRESSION x FIPT ADAPTER WITH PLASTIC PLUG. 3. VALVf BOXES SHALL BE CAST'RON,TWO PIECE UNITS,DESIGNED WITH DEEP SKIRT(2")UOS:W/LUGS,. BO EXTEND SERVICE PIPE 10'BEYOND PROPERTY LINE AND AN ADDITIONAL 5'BEYOND EASEMENT LINE: EQUAL TO"RICH NO.940"AS MANJFACTURED BY PAC'-1 OR SATHEP. - 10 METER LENGTH BLANK STUB FORA 2"METER;W=17-1/4". 4. 4"THICK CONCRETE PAD AROUND VALVE BOXES OUTSIDE OF PAVED AREAS. Y'x2"SQUARE AROUND 11 2'METER SETTER)FORD OR MUELLER ` SINGLE VALVE BOXES AND 4'x4'ARO'IND MULTIPLE VALVE BOXES. 12 o BYPASSES MUST BE HIGH BYPASS OR SIDE-BY SIDE WITH THE METER., • ,( p •erlmm rr olnc DEPARTMENT OF PUBLIC BOEEB STANDARD DETAIL 1SY p "x°"°^°TT DEPARTMENT OF PUBLIC TTOBEB STANDARD DETAILS c s STaNUUMB 9Erau vuN6er+ wmra. STANDARD DETAILS NUMBER -4- VALVE BOX AND 2" AND SMALLER P�tlNO�O� OPERATING NUT EXTENSION W—1 9n v ; --- NON-RESIDEINT4AL RATER SERVICE W-050 N VALVE BOX AND OPERATING NUT EXTENSION T 2" COMMERCIAL WATER SERVICE NTS NIS rn CITY OF 3 a 3 0 N Q N 3 o N W Z H N ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDIP NS-ONT ETITLESHEE BY: T I _ m DevelopmentSery Des Managor DATE: 10) THIS THIS APPROVAL VALID FOR 18 MONTHS 0 No. Date By Revision Description Doso)ed By: Imm Date „I, NA Pd i TAC 07/25/2024 _ � /" : WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 '� 1 TAC n ,� � 7530 204TH ST NE WATER DETAILS C-7.1 � ARLINGTON, WA 98223 3 Chocked By: Project No: .��„T��" :,�� 6814 Greenwood Ave N T(206)522-9510 / SMM 0700009 zoza.ozzs 1z o,as orw Swe ,WA 9B103 w I.PAdw M J A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP+ 31 N., RGE. 5 E", W.M. 5-1/4"MVO HYDRANT - McCARD STO. DUTY LOCK .INSTALLED PLUMB:SEE REQUIRED iN RURAL OR ISOLATED '� 3w :NOTE 1 LOCATIONS IF REQUIRED BY CITY . /1 s o ENGINEER - -�.D jr_L - = SEE NOTE 4. 4-1/2"PUMPER w PORT,SEE NOTE 3 z l E _ 5 BREAKAWAv BOLTS 'VALVE BOX PER 3"MIN ...3"MIN Z AND BREAKAWAY 3 STD PLAN W-190 OPERATING ROD SEE NOTE 9 COUPLING 2" < 3 s:aA;,•...• :u,,... 18,,:- 18" ---�{ FLOW - .;. I FLOW_ CONCRETE PAD ' ro � CONCRETE PAD FLANGED TEE OR (SEE NOTE 1) w SEE NOTE 6 LENGTH VARIES ;24"MIN) TAPPING TEE(FL) + �MEGALUG RETAINER ! w •.+ - ..[ DEAN ESAA#106 tt ) A 18': PLAN ® o + ELEVATION 4 E / 2" ° MATERIAL LIST: 0 WASHINGTON STATE APPROVED DOUBLE CHECK VALVE':ASSEMBLY INCLUDING TWO BRASS BALL VALVES AND SHACKLE RODS FOUR RESILIENT SEATED TEST COCKS. SEE NOTE 8 :.:i..,'r`a:. :.'.F',I.n Y, MIN- O IN NON-TRAFFIC AREAS USE- UNDISTURBED I6"x16',PF" 18" EARTH COIJC BLOCK 6`CEMENT LINED DIP 8"RESIUEM SEAT:GATE 4" ; FOR 3/4"TO P ASSEMBLIES,USE A MID STATE MSBOF 1324,-12. VALVE(FLzA1J),MUELLERI MH '1/2 CY SEE RESTRAINED JOINT DR APPROVED EQUAL EXPANSION JOINT �;, + I FOR 1-1/4"TO 2'ASSEMBLIES,USE A MAD STATE MSBCF 7730-78:: WASHED ROCK SEE NOTE 7 MATERIAL li IN T�RArFIC AREAS: "1-1/2'MINUS (SEE NOTE 2) A TRAFFIC LOADED BOX MUST BE USED AND LOCATION APPROVED BY THE CITY OF ARUNGTON PRIOR TO NOTES: - INSALLATiON. 1. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO AWWA STANDARDS AND SMALL BE OF STANDARD n PROVIDE TWO UNIONS MANUFACTURE(M&H 929 RELIANT OR MUELLER SUPER CENTURION 250 ONLY). ELEVATION PLAN ® IF A DAYUCPT DRAIN CANNOT BE PROVIDED THERE MUST BE A.6"WIN LAYER OF FREE DRAINING GRAVEL 2 THE CENTER OF THE HYDRANT SHALL BE 3'FROM FACE OF CURB. IF THERE IS NO CURB,THE CENTER OF AT THE BOTTOM OF BOX. HYDRANT SHALL BE 3' FROM RIGHT-OF-WAY AND A M.'NIMUNI OF 5'FROM TRAVELED LANE. - 05 ANGLES MAY BE IN OR OUT OF BOX SO LONG AS SUFFICIENT ROOM IS ALLOWED AT EACH END FOR 3. ONE 5"TO 4-1/2"PUMPER PORT W/N.S.T.ANC;STORZ ADAPTER ASSEMBLY, PUMPER PORT TO BE FACING VALVE OPERATION AND DCVA REPAIR OR MAINTENANCE. STREET OR ROADWAY FOR THE FIRE ENGINE ACCESS. 4. TWO 2-1/2"HOSE PORTS W/N.S.T.AND 1-1/4 IL OPERATING NUTS. NOTES: 5, PROVIDE GUARD POSTS FOR VEHICULAR TRAFFIC PROTECTION IF REQUIRED BY CITY"ENGINEER PER'S7D'. 1. INSTALL ACCORDING TO MANUFACTURERS SPECIFICACIONS. DETAIL W-030. 2. INSTALL ONLY IN HORIZONTAL CONF.OURATION, UNLESS APPROVED(OTHERWISE.BY CITY ENGINEER.: 6- INSTALL 3'x3'x4"CONCRETE PAT)(3000 PSI)ARGUNO HYDRANT IN UNPAVED,AREAS INCLUDING PLANTER 3- INSTALL TEST COCKS FACE UP OR TO ONE SIDE STRIPS.COMPLETELY SURROUND HYDRANT W/FULL DEPTH OF CONCRETE PAD WITH 1/4"JOINT MATERIAL 4. INSTALL BRASS PLUGS IN ALL TEST COCKS. BEFORE PLACING CONCRETE. 5. FOR 3/4"TO 1"ASSEMBLIES,USE A MIDSTATES 1324-12. 7, HYDRANT RUN TO BE 6"CEMENT UNED DUCTILE IRON PIPE CLASS 52 WITH RESTRAINED JOINTS(MEGALUG : : 6. FOR 1-1/4"TO 2"ASSEMBLIES. USE A MID STATE MSBCF 1730-18. OR APPROVED EQUAL). HYDRANT RUN LONGER THAN 50 FEET SHALL BE 8"DA, OR LARGER 7, ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION AND RFCFR-IFICANON ANNUALLY. 8. A:".GALV.SHACKLE RODS WITH THE EYE BOLTS AT BOTH ENDS REQUIRED FROM VALVE TO HYDRANT. NOTM B. ALL MINIMUM CLEARANCES MUST BE MET,SEE STANDARD DE'.AIL NO.W-100. - 9. ASSEMBLY MAY BE INSTALLED INSIDE BUILDING IF NINVUM CLEARANCES ARE MET AND APPROVED BY CITY 9- FIRE HYDRANT$SHALL.BE PAINTED WITH TWO COATS OF HIGH GLOSS EQUIPMENT YELLOW"RUST-QLEUM" 1. CONCRETE SHALE BE CLASS 3000 PSI MIN, ENGINEER. TYPE W0.ALL BRANCH CONNECTIONS SHALL BE LOCATED DOWN STREAM OF THE ASSEMBLY, ANY BRANCH 2. INSTALL 1/4"EXPANSION JOINT MATERIAL WITH FULL DEPTH OF CONCRETE PAD AROUND HYDRANT. O 10 BOXES LLIN 4UNPAVEDSEPARATEPAINT, AREA. BACKFLOW PREVENTION DEVICE. .�y O 4 wrt DEPARTUE.NT OF PUBLIC YORX3 } arrmm rc as DEPAR•PMENT of PUBIJC Wrom STANDARD DETAIL 1Ry O Yem+m rc ° DEPARI'Y&NT OF PUBLC FORES sTANDARo DETAIL 4y° rcnln. STANDARD DETAILS w rcm STANDARD DETAILS e �nlr STANDARD DETAILS NUMBER C ► 6 s 67ANDARD DETAIL I • ----- -- -- a'=- NUMBER NUMBER • aY TI➢RC P6 SUp vpC •� IErfGD SrtC o v� 04 FIRE HYDRANT:ASSEMBLY;. W-010 v� at FIRE HYDRANT CONCRETE PAD W-020 v�_O; DOUBLE CHECK VALVE ASSEMBLY W-090 LtxO'� <1N0'� <tx0'4 (DCVA) FOR 2" AND SMALLER FIRE HYDRANT ASSEMBLY HYDRANT CONCRETE PAD Z DCVA (IRRIGATION) NTS L NTS `� NTS 0 a 3 O r N tY Q N O N / W Z CITY OF N ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL o THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE COND�In DNS ON THE TITLE SHEET. m� D9vprnent. es Manager DATE: 1CJ�- „_THIS APPROVAL VALID FOR 18 MONTHS w No. Date By Revision Description Designed By: �ae Date TAC 07/25/2024 i ��J WET RABBIT EXPRESS CAR WASH Drawn PWD3732 w t � A§ r �f t � — M 7530 204TH ST NE WATER DETAILS C-7.2 a Checked By: Project No. ,L>Ai e"' ;Ic•x"f4 6814GreenwOod Ave N T(206)522-9510 ARLINGTON, WA 98223 i Seattle,WA 98103 —.PAd—... o SMM 10700009 2024.07.25120145-0700 REVISIONS: Material Notes: WET RABBIT's ARLINGTON PLANT SCHEDULE 1.2. — Step Stone Walk: Shall be Bluestone flagstone with OW SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING — final dimension of 30"X24"min., set so as to 8 AROG' ACE2RUBRUM'OCTOBFRGLORY' OCTOBER GLORY RED MAPLE 2'CAL. AS NOTED 3• be fully supported on 5/8"-gravel compacted to 19 AZ;E• AZALEA'EVEFEST WHILE,MAY 1-2G. TO.0 4 90A and over -r-Ied base. Set stone to � C 19 AZ,'HC AZALEA'HNO CRIMSON RED,LATEAPRL 1-2 G. 2'-3'O.0 follow grade and even with each other. 35 CARS' CAREKSTRICTA•BOWLESGOLDEN GOLDEN SEDGE 1G. 70.C. 5• — Placenant Rock: Shall be 1-2 man placement rocks, 2 CF CORNUS FLORIDA EAST COAST DOGWOOD 1-2"CAL AS NOTED — owner select type, and set as noted on plan. 1 IS D" CAMELLIA SABANOUA'Y ULTIDE VINECAMELLIA 5G. AS NOTED — 3 CT CHOEYA TERNATA MEXICAN ORANGE 50. 6O.a Z — L 22 CTS' CHOYSIATERNATA'SUNDANCE GOLDEN MEXICANORANGE 5G. 6'O.C. W eT 41 CV'WP CALLUNA VULGARB'WARWICK FLAME WARNICK FLAME HEATHER IG. 30'O.C. 204THST NE ROOT BARRIER PLANTING DETAIL 3 EAC ED NYMUS ALATA•COMPACTA• BURNING BUSH 5G. Bo.0 co NOT TO SCALE 4 EUW EIRIDRBIA WVLFENII BLUE EURHORBW 2G. 3-4'O.0 M W t?cp _ 29 GAI GAILLARDA BLANKETROWFR 1 G. 7O.C. 0 a 18 GER GERANIUM CINEREUM'ROZANNE GERANIUM IG. 30'O.C. rn0 cc — 3 HIM HYDRANGEA MACROFHWLLA NICCO BLUE 5G. 5'O.0 Z u — 5 HML HYDRANGEA MACROPHVLLA'BLUEWAVE' LACECAPHYDRANGEA 5G. 9O.C. F 6.G• — N- 17 BIB IRIS SIBER IA CFASARS BROTHER BLUE SERBIAN IRIS i G. T O.C. es — E-EMENT ROCKS 11 JS'B' SUNIPERUS SOUAMALASLUE STAR BLUE STAR JUNIPER 2G. 3'O.0 FN4 CARS —T — — — — — — 3 M6'F MISCANTHUS SINEII'FINE DRAGON FIREDRAGONMAUBJGRASS 2G. 14'O.C. — 22 NB'M MISCANHUS SINENSIS'MORNING LIGHT MORNING LIGHT MAIDEN GRASS 2G. 4'O.a VL ~ _ CF,1 AZ'E'.3 CV P 3 RO'R',3 —5 3 KWS' MISCAN THUS SINENSIS'GRACILLIMUS' MAIDEN GRASS 5G. 6'O.C. 29 ND NA NA DOMISTICA'MOON BAY' HEAVENLY BAMBOO 5G. 3'O.0 Fes' TM,1 / _ ® EUW',4 3 RC RNUS COMORFA SHORE RKE 6'-B• AS NOTED �, E- r- " " GE'R•.3 I 4 WIT RN US THUMBHRGIANA'THUNDERHEAD` DWARF JAPANESE BLACK FINE 34'HT FO.C. O STEW,1 6 PNM RNUS MIJGO'SLOWMOUND MUCVJ FINE 5G. xOOQ MS•M,2 1 ROOT BARRIER 16 FFGB' WITOSPORUM TENUIFOLILM'GOLF BALL GOLF BALL FTITOSNRUM IG. 3'O.0 CF.1 PROPERTY LINE 4 FOTE NRILUS TREMILA'ERECTA' SWEDBH COLUMNARASRBN 1"-2"CAL.AS NOTED M.1 PMM,2 2R,4 CVWF',3 I CTS',2 10'PUD EASEMENT 14 RO ROSMWRINUS OFFICINALIS'TI.B(ANYA BLUE UPRIGHT ROSEMARY 5G. AS NOTE] ROKO.S 25 SUR ROSA X•NOARPRED REDCARRETROSE IG. TO.C. µH NEW CVWF,] NEW CHAINLOCK OR E.MONUMENTJ LAWN RO'R', _ _PLACEMENT ROCKS--_ -- EO TREE TIE STREET TREE 37 RO'KO' ROSAA RADTKO' DOUBLE KNOCKOUTRGSE IG. 3-4'O.C. SIGN ASPHALT - '® F,5 MS'M',1 (TREE HEIGHT N.T.S.) 32 Id1D RUDBECKIA FUJ IDA'GOLDSTURIM BLACK EYEDSLSAN 1G. 30'O.C. DRIVE —,4 AZE•.4 TREE STAKES 4 SAL SALVIA SUPE 30'EA BLUE HILLS 1G. O.C. RUD.23 RO'R',6 ASPHALT -1 I 13 SPGM SPIREA JAPONCA'GOLD MOUND GOLDEN SRREA 5G. 4'O.C. ND,z DRIVE -.1 IL 18"DEE 20'DRAINAGE 6 SPJ SPIREA JAPONICA•SHIBOM OR'SHROBANA SHBORI SPINEA 2-5 GAL 4'O.C. EASEMENT P ROOT 18'DEEP ROOT 3 rv0,3 STEW STEWARTIA PSUIDOCAMRLIA FALSE CAMELLIA TREE 2'CAL. AS NOTED II /� SSET BACK LINE BARRIER BARRIER TRANSFORMER • ® MS'F',1 1 SVP SVRNG4 PATULA'MISS KIM KOREAN LILLAC 5G. 5'O.C. PTGB',4 II SIB,3 MS'M',3 gpPROX.LIMITS 6 TJM TRACHROSPHRMUM JASMNOIDES'MAOISON MADISON STAR JASMINE 5G. AS NOTED _____ II TS,] TOPSOIL ® CONIC. II OF CONSTRUCTION III - $ TM TSUGA MERTENSIA N4 MEXIMAIN HEMLOCK 6-10' AS NOTED �crs•,t -I o I NATIVE SOIL III-- = = 7 TS THYMUS SERPYLLUM RED THYME 4'POTS 18"O.0 ND,3 WALK III CTS•,2 486 TOTAL RANTS 111E TIY / CNWF'.3 I \ NEW II ® I HM•1 / MS•M'.4 1 ELLISos'ri E5 TEW,1 ND,2 EXISTING TREE rO REMAIN ET CPS•1 cns I ROOT BARRIER CONTRACTORS NOTES PLANTING NOTES i I i—FlUS. E FLUSH CURB � - THIS IS NOT A FORMAL SURVEY. PROPERTY - PLANT PLACEMENT SHALL HE INSPECTED BY 1 s _ I INFORMATION CONTAINED HEREIN, LANDSCAPE ARCHITECT PRIOR TO PLANTING. MS'M',3 II \ CALCULATED FROM OWNERS DOCUMENTS, CITY — PIT PLANT ALL SHRUBS WITH A MINIMUM 6" Cv`WF,S IIII NEW CAR'S',5 ,\ RECORDS, &ON SITE OBSERVATIONS. TOPSOIL MIX AROUND ROOT BALL. DO NOT TRELLIS \ — ALL CONSTRUCTION CONTRACTS SHALL BE COVER ENTIRE PLANT BED WITH TOP SOIL. BETWEEN OWNER AND CONTRACTOR PLANT EXCLUSIVELY. ARCHITECT/PROJECT MANAGER, TOPSOILL MIX RAROUND TROOT MBALL. MIX AGE T FOR OWNER AND IS NOT Rs,s VAREAM \ \ IS PONSIHLENFOR PAYMENT TO CONTRACTORS. _ USES TTHREEOIL OWAYI OR BETTERF FT EXISTING OR IMPORTED ------------- 0 e — CONTRACTOR OR OWNER MUST VERIFY ON SITE TOPSOIL. CT'S•,1 IIII< "� \ DIMENSIONS PRIOR TO PURCHASE OF — SET ALL NEW PLANTINGS 3"ABOVE PLANTED �/ W W N soc— HMA PAVEMNT \ MATERIALS OR CONSTRUCTION, AND INFORM ROUGH GRADE TO ALLOW FOR THE ADDITION OF N Rs STOPS OWNER OR LANDSCAPE ARCHITECT OF MULCH. SET TOP OF ROOT BALL AT FINISH N Z C y _ DISCREPANCIES. GRADE. 0 ar �,�,t Q w \ - CONTRACTOR SHALL BE RESPONSIBLE FOR - LIGHTLY SEPARATE HOUND ROOTS FOR PLANTS ,^R \ LOCATION AND PROTECTION OF ALL U v/ 3 LL REMOVED FROM CONTAINERS AND POTS PRIOR Q RO,1 NEW p \ \ UNDERGROUND UTILITIES AND SHALL ACCEPT TO PLANTING. JM'2 TRELLIS rc FULL RESPONSIBILITY DUE TO NEGLIGENCE. - AFTER PLANTING 1 GAL. AND LARGER PLANTS, L = }, CONTRACTOR SHALL BE FULLY RESPONSIBLE COVER ALL PLANT BEDS WITH 4" FINE DARK Q •(n It NEW LAWN L) III LL¢ l\ HMA \ FOR STRUCTURAL INTEGRITY AND DURABILITY BARK MULCH PROPERTY LINE ~IF RS _U' PAVEMENT \ OF ALL LANDSCAPE CONSTRUCTION. - SPREAD PREEN OR MIRACAL-GROW WEED AND �X IF 1A. - ALL CONSTRUCTION SHALL MEET BUILDING - N CODES AS THEY APPLY. ORGANIC CORN GLUTEN PERFMANUFACTORES W C O RUDE m 1L N III Z CAI, FIG,t \ - OWNER SHALL BE RESPONSIBLE FOR OBTAINING HYDRANT SPECS ONDER MULCH, AND WATER PRIOR TO RO,t Z ? \ ALL REQUIRED PERMITS AND PAYING ALL APPLYING NULCH. APPLY AGAIN AFTER MULCH t_e M II II .5. LIGHTING AREMITSSUME FEES. LANDSCAPE ARCHITECT WILL U7 •� AR'OG',1 ® F jll NEW / NB, \ \ ASSUME OWNER HAS OBTAINED ALL PERMITS APPLICATON AND WATER TO ACTIVIATE. W TRELLIS UNLESS SPECIFICALLY INSTRUCTED BY OWNERS REAPPLY EVERY 3-4 MONTHS. '^ L CT'S•,1 > o - ALL PLANT MATERIAL SHALL BE AVAILABLE ON ^ v, > JM2 �PZ'FYC',3 \ \\ TO OBTAIN PERMITS ON THEIR BEHALF. SITE FOR INSPECTION BY PROJECT MANAGER ISIB,] jII /, - ALL SALVAGEABLE MATERIALS AND ITEMS PRIOR TO PLANTING. I!! NEW PLACEMENT ROCKS a SHALL REMAIN PROPERTY OF OWNER. - NO SUBSTITUTION FOR PLANT MATERIAL SHALL •V c /� MS'M',3 ill ROOT BARRIER \ \ EXISTING BE ALLOWED WITHOUT WRITTEN PERMISSION v, " w \ BUILDING FROM DESIGNER. - ALL PLANT MATERIAL SHALL HE FREE OF PEST AROG.1 III ;W AND DISEASES AND WITHOUT DAMAGE TO ROOT }� ,L 1 1 SpGM',5 VA u II /� m •`• CUUM Q \ OR FOLIAGE. ND,4 w y/ r Cr D,4 AREA \ \ W ROPKM4 Ile GAI.d \ CV^NF,] II CONCRETE I pRaats SOD LAWN NOTES 5'SET BACK LINE O AR'OG•,1 II/ FLUSH CURB p],HG,C',5 _ /N�/ ✓YWBO •5 SPGM'p \ \\ SET ROUGH GRADES WITHIN 2-9"OF FINISH IER E APPROX.LIMITS OF --------- IL-----"----J - O o OI oTE, I SYP M 2 ROOT BARASPHALT EDGE HMA \\ \ CONCRETE CURB GRADE. \ - SPREAD 3" THREE WAY MIX TOPSOIL OR Z CONSTRUCTIONS 1 ;' BETTER OVER LAWN BED AREA. a W` RO'R',B O GRAVEL \ - APPLY DOLOMITE LIME AT RATE OF 50 LES. J r WALK PER 1000 S.F. - TILL TO A DEPTH OF 4-6". FLOAT, AND Q I IIIItl NEW G CvwF•3 EMENT PAVEMENT \ \ \ RAKE FREE OF DEBRIS LARGER THAN 1" IN oPIACROCKS \ \ DIA. C ` EAC,1 r - ROLL WITH 200 LB. ROLLER TWO DIRECTIONS. N MS'S',1' NEWSIER LIGROKO',5 LIGHTING -- __ LAYHSODCROSS RAKE SSLOPEE, WITH STAGGERED m STONE WALK GN,3 HTG PT'ce',5 -. JOINTS. ROLL SET SOD WITH 200 LB. QQ� / \`� \ \ \ ROLLER TWO DIRECTIONS. c \�` USE LEFEBER TURF, PREMIUM SHADE .. AR Cc, DRIVE NEW TM I POTE'1L ROOTBARRIE \�� TOLLERANT SOD OR EQ. WITH MINIMUM 50% FESCUE MIX. ASPHALT LAWN JS'e 3 Y CT,3 I i ______�`\ \�� - SOD SHALL BE LAID WITHIN 48 HOURS OF 7 MS'S'1' SAL4 \\ \�` DELIVERY AND BE HEALTHY AND MOIST AT L a , o \�� \ \ \ ® STORM WATER TIME OF DELIVERY. `m TM, MSF 1.,® MS'M',3 INFILTRATION POUND �`\ \`s \ \ - J 6 B SOD OR ANY OTHER CLAY GROW TURF NEW LAWN `�\ 11 SHALL NOT BE PREMITTED FOR LAWN AREA. J 3 HML.1 Al RO'KO.S ``-—————————————J TM,1 1' L^L O :AV AREA TE GE•R,S PTGB55 PO '•4 ROOT BARRIER � Z CTS',2 —,4NEW LAWN t RO4 PAYAREA \ / 2 I OK05 I/ PROPOSED ASPHALT HMA PAVEMENT \ 7 PROPERTY BOUNDARY WEDGE CURB 3 S HML,1 R02 • R0,3 ROKO',5 R03 SPJ,6 AR_ AR'OG'.1 / \ \\\_ W LL A \ \ ILTL IT, ,,..��xx EAC.1 / L� w a` V P...,. EAc,1 Plr crE%2 / c Plc, cry+,/ I\ PI \ //PI Q n PAYSTAFION Cr5',1 U K / ATTENDANT KIOSK -/ \ \ \ \ Q O \ z } x IN \\ APPROX.LIMITS OF \ \ ^ ♦ Q Q CONSTRUCTION Te \ 10'DISTRIBUTION \/ \ / m ��210' OEASEMENT CITYOF ARLINGTON DATE:02-03-2025 1"=20'-0" CONSTRUCTION DRAWING REVIEW APPROVAL W DESIGNED:RSL POWER VAULT n THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE DRAWN:STU /yv> CONDITIONS ON THE TITLE SHEET. APPROVED:RSL BY: QDevelopment Manager SHEET: L1 . 1 02/14/2025 DATE: THIS APPROVAL VALID FOR 18 MONTHS M