Loading...
HomeMy WebLinkAbout20260331_PJA26-0141_Civil Set NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C CAUTION! MEDALLION INN AND SUITES o CALL BEFORE YOU DIG! ENGINEERING 250 4TH AVE. S., SUITE 200 0 BURIED UTILITIES EXIST IN THE AREA AND UTILITY EDMONDS, WASHINGTON 98020 ® INFORMATION SHOWN MAY NOT BE COMPLETE,CONTACT PROJECTSITE 8 PHONE (425) 778-8500 16 710 S M O K E Y POINT B L V D THE ONE-CALL UTILITY LOCATE SERVICE MINIMUM OF 48 ° ge FAX (425) 778-5536 �� HOURS PRIOR TO CONSTRUCTION � F1D - rcmaFnlm oamrinvN -- 1tlml nr� am,Fn� 1-800-424-5555 -------- --------------- ARLINGTON , WA 98233 SHEET INDEX _____, Cl.l COVER SHEET&SITE PLAN L---------------------------------' C1.2 GENERAL NOTES - OWNER CONSULTANTS UTILITIES LEGAL DESCRIPTION BENCHMARK C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS e MILHELLE ROBERTS ARCHITECT CIVIL ENGINEER WATER/SEWER NATURALGAS LOT 2,SHORT PLAT NO SP213(8-75)RECORDED SITE BENCHMARK:SET REBAR W/PINK El 16710 SMOKEY POINT BLVD DVKEMAN ARCHITECTS CG ENGINEERING CITY OF ARLINGTON CASCADE NATURAL GAS UNDER RECORDING NUMBER 2405159,BEING CAP"ALS CONTROL"IN WEST END OF C3.1 OVERALL GRADING&DRAINAGE PLAN ARLINGTON,WA 98233 1716 WEST MARINE VIEW DRIVE 2504TH AVE S,SUITE 200 238 N OLVMPIC AVE A PORTION OF THE NORTH EAST QUARTER OF SE PLANTER ISLAND,AS SHOWN ON _ gL`QL Un'D C3.2 LOT 2&3 GRADING AND DRAINAGE PLAN 360.657.0500 EVERETT,WA9201 EDMONDS,WA 98020 ARLINGTON,WA 98223 SECTION 29,TOWNSHIP3I NORTH,RANGES MAP. ELEV.=123.26(NAND 88) �9 of WAsai,,,,p EMAIL:mgmtmedallioninnandsuites@gmail.com 425.259.3161 425.778.8500 FAX 778.5536 EAST,W.M.,RECORDS OF SNOHOMISH C3.3 LOT 1 GRADING AND DRAINAGE PLAN E[l� CONTACT:SHINTARO GOTO CONTACT:TARED UNDERBRINK,PE COUNTY,WASHINGTON. DATUM C3.4 GRADING&DRAINAGE DETAILS ' a SITUATE IN THE COUNTY OF SNOHOMISH, C4.1 OVERALL WATER&SEWER PLAN STATE OF WASHINGTON. GPS PRIMARY VERTICAL CONTROL WAS VICINITY MAP .� ,»+1 wq SURVEYOR SOIL/GEOTECH ENGINEER POWER TELEPHONE ESTABLISHED USING THE ELLIPSOIDAL c4.z LOT2&3 WATER AND SEWER PLAN �rsTti� ti ALL LAND SURVEYING,LLC ZIPPERGEO SNOHOMISH PUD COMCAST (PER TICOR TITLE COMPANY'S COMMITMENT HEIGHTS DERIVED BY GPS NTS s`rIONAL 1901 VERNON RD,UNITC 19019 36TH AVENUE W.SUITE E 210 E DIVISION ST NO.70205697) MEASUREMENTS AND CONVERTING C4.3 LOT 1 WATER AND SEWER PLAN LAKESTEVENS,WA 98258 LYNNWOOD,WA 98036 ARLINGTON,WA 98223 THEM TO ORTHOMETRIC ELEVATIONS C4.4 WATER&SEWER DETAILS&SEWER PROFILE O121126 360.568.4031 425.582.9928 PHONE USING GEOID 2018 CONVERSION. CONTACT:JOE W.WILLIS,JR. CONTACT:MARTIN R.CROSS CONTACT (NAVD 88) C5.1 OVERALL SITE IMPROVEMENT PLAN&DETAILS C5.2 SIGHT TRIANGLE PLAN LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS I'I PROPERTY LINE — — — — ABN ABANDONED MIN MINIMUM III ADJACENT PROPERTY LINE BLDG BUILDING MU MECHANICALIOINT Q CENTERLINE BOW BOTTOM OF WALL MON MONUMENT j CLEARING LIMITS - OL CENTERLINE NTS NOT TO SCALE m E AU10 III SILT FENCE X X X X CB CATCH BASIN CC ON CENTER O w ESNP�Oy1,1 PF ONNiSOQ•11 OftE\" FONC OUR LINE ❑ 1❑ ❑ ❑ ❑ ❑ COPPOINT OF CURVATURE CLCORRUGATED METAL PIPE P` POINT OF INTERSECTION ~ 01002 CONIC CONCRETE IV POST I PL(9O N1 SQG 1� PG�10� �� PARCEL B,ARLLINOGOTON BLA# III MANHOLE R SEWER LINE --ss® --ss ss o ss— CONT CONSTRUCTIONPIt PROPERTY LINER VALVE Q a II qFz �l PLN 2012002,AF#201210225002 STORM DRAIN MAIN — —SD- —5D— sD SD— CP CONCRETE PIPE PT POINT OF TANGENCY LO w� I i I I I STORM DRAIN PIPE — b CU VD CUBIC YARD PVC POLYVINYL CHLORIDE PIPE Q N III DOUBLE DETECTOR CHECK POINTOFVERTICAL o I ROOF DRAIN --a---a---a— as DDCVA VALVE ASSEMBLY PVI INTERSECTION O TPN.00482800001000 — FOOTING DRAIN -F---F---F- -F—F— DI DUCTILE IRON PIPE PVMT PAVEMENT y PARCEL A,ARLINGTON BLA# < PLN 2012002,AF#201210225002 SE _ _ — — — — — — PRESSURE LINE —--R---r---R— RR DIA DIAMETER PVT POINT OF VERTICALTANG. Q I SUBJECT MT ro SNoO'C Evuo�R R.zl CHAIN LINK FENCE I CATCH BASIN(TYPE I) ❑ ■ DIP DUCTILE IRON PIPE R RADIUS 7 —L EAST RIVJ AFa 199906110360 I - �SR5 SUBJECT To 1o'wIDE ELEC. _ 1'IrvI OER j CATCH BASIN(TYPE 2) EA EACH REINF REINFORCEMENT DESIGN: JCO 6 O I Fa T88 N0.CO.EUD 9 1D 2'• avvax.z n7vev 01 CO 50 CO 8 , ye yE6 - - 15 — — o 6 A e TO-10360 A13y y�N66°51'23"E 696.2T yLr�a55 LTbe•5a� 3 Nee°5rx3•E zaa_Tr _ _1 ? CLEANOUT EJ EXPANSION JOINT Rl RESTRAINED JOINT DRAWN: ATD Set y011 3165 ,,Lfi6 „68 69 y11 '' S1a #'$ I10100]396-tvsv ## -- 347.32' I e N89°61'23 E 194.]4' 40BF a231 79 �7 ] —a--}-ire —a—�— - -- ° O �l CLEANOUT AND WYE �� �� ELEV ELEVATION RET RETAINING CHECK: JPU GM - cM - - O mas P 6T�3 III GRADE BREAK ——————— EOP EDGE OF PAVEMENT RT RIGHT � pox.,"-pol-1, 43 4. �R — - JOB NO 2 7 20 .ts - �'� �w xa eoLLAROITrE.I �� ,wa ` QA -022 I RI SURFACE SWALE EX EXISTING SO STORM DRAIN [96] Cz]-97� x.0 al ' DATE: 03 27 26 ]FMB LOT8u [99] /OT 41 TPN.31052900101700 S01'18'33"E 70.dT RN 1 24, [3] rt'' u u L !, x3 ] LOT 2,BLA «2J I w DRAINAGE ARROW FDIC FIRE DEPT.CONNECTION SECT SECTION C 7 :54.W8SF J I Ca01 :78,f55SF LOTAREAS: rn 9 [I ] Norosm]^w ±226,116 SQFT Lrg irs_3] ",—.D.z 95-102589 F- WATER LINE -WA---WA wAwA FFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE ° Cs7 2^' 24' ° zb' G 2w.1e• C�1s7 L52] ps9 fZaO — AISLE L.J�7 [39] s AISLE G-2] _ -- — _ Ir--r II ± QT4] I'. I zs7 Ri® L2E9 �I ^ y��,j' � I ,.Ian' WATER METER ® 87 FH FIRE HYDRANT SIM SIMILAR LE I s7 C�]7 \C�7 "ISLE 'I � Ga31 5.19 ACRES xe1.1e•zz"w = - --ICsa7 ,I�I I CB7 C74] °'r ICgt7 C45] CL PGO xee•4 —z92e55SF C21 - C2sR D�2 �; LT3 -1m u - Cz18 - _zag ¢5, f2E.8 9.]B' LOTS (, 17�] s7 se7 _2 —__—_ I,I;l �' FIRE HYDRANT FL FLANGE SO SQUARE e7 rE - - G33] Cal] Cs]7 Cz J a.Ga G3]7 Gae] /' _ - �' C.T3] LT4] Css7 JL [� SEWER xer4ls C2177 �I. - T_0 Q33 �Qg8 Cps �f�+ � LOT 1'BLA �7 FDC 'O" Y FT FEET/FOOT 55 SANITARY SEWER P _ _105a L21� rLa� ¢�o] ; ¢�>I o2 3 � 95 102589 I I I _ IV✓I _�� [�] L�57 L29701 G191 •�Ele tL -g1 ___ __ L29� d� [267T .Q847 - a �Wla E — CST] 46] Cba] PG¢ Cim zb = Is - ——— ————J QaiO zb II L °F4'-Rd8 R29 ICJ .. Q°Q° III pggsb Fim PIV o • GV GATE VALVE SSMH MANHOLE J 77 [� [,] `I PGb° G2]� AISLE GIJiJ G39] 24' i l _ #. QO�i AI3LA L4� AISLE I3.4 r +T T� ° 11p, RVl ri$ - LANE _ Cqo] Arm � GATE VALVE ii Z HP HIGH POINT STA STATION NOt°18'43^N DIVIDER I� C4➢ 14].8]• C2o,H,- '@}J C2a_a I?E9 C�ZO 371 i gq� urvEs "I TEE ,-L-I rL.I HT HEIGHT STD STANDARD T� 6713- i I Q CIa9 # I.rBr° WtY 32 e fLa7 C2aA Czz9 'I1 -,1I4] Csa Cs67 Cs9: p[69 2n' za• � 15 I �P CzII4 32 Qara L2�7L Cz2] 167 Vol I 90°BEND ,7 ,S ID INSIDE DIAMETER STL STEEL r'I ILL�Ti] C3 CSt] C637 a 'I G1 25] 1 ta-0 GsJ Cea]' C72 Cz9 CS.3 AISLE Cede.,.:CIIa7 AIsiE _ r f'120'1'1 y 5fP67 —'Cgr3 Gg T Ali T7 Q°27 a4] C2U8 Q$e7 QZ.2 313 lyy THRUST BLOCKING o • IE INVERT ELEVATION TB THRUST BLOCK y r - - 1 _L147�---°__ [id Q� Q22] 3T¢] eSIGN L'�4] L - � �r GT 27 [IJI] G45]. 8] G63]' [12] -G2k] � � �I GYa7 [20] I �5] L231�)TEL° C23]R. C 7 ° e Gqs I �87 E719 G ] 1-®_ 3 $ I C$P7 Ci$ _;'EL4o7 Cip 1I G99]-13oa] I 3� C23�j QJa] T2] 3�97 6 _ _ N88St23E . CAP:STAL o �C I C1 °i � i, ] C C.4]' _ — — —SIGN MY1 �" _ �91--- IL��` J- \`` — - -- n L LENGTH LINE TOC TOP OF CURB 0I e ki —T - ° ="Naeo E�6�'o 3 CONCRETE PAVEMENT LCPE LINEDCORRUGATED TOW TOP OF WALL � Ln - -- 530.02' L Va as44POLYETHYLENE PIPE Li - ! 05's so aSD54 5 y 11 TnASPHALT PAVEMENT LF LINEAL FOOT TOP TOP ELEVATION ; a___ __ T�T LT ao. 1-2 b a Q R CRUSHED SURFACING LP LOW POINT TYP TYPICAL J -024 .0 AF# 9910210455 � « ' �— t `1,6 `116 1, Lts 11 ROCKERY LT LEFT VC VERTICAL CURVE N m ° t 1yi a1 T 11 11 4.vPax..u<a�Lr+F BABBL - SPOT ELEVATION r20.0 r20.0 Ec FND RE MAX MAXIMUM W/ WITH SLI M Z DE GATE_aa.T P443 _ WEST END OF 30'SEWER ESMT LS 12]te IF II" REC#199910210488 11 s R/w TELEPHONE LINE —--T---T---T— —T—T MECH MECHANICAL WM WATER METER Z Z N Q LOT 2,SP#00-019-SP,AF# UNPLATTED -" I 1 POWER LINE —--E---E---E— EE MH MANHOLE Q Q 00 20009065003 x GAS LINE —--G---G---G— G G d cy1 /� LOT 1,SP#00-019-SP,AF# I-020 I ^pI I Pj\ONPLRESPAK 20009065003 CHftVS Eft EEPE I Ii SIGN Z_ W a W N I ;ICI Y3 2Z Gtp,C\ER11PGE Z SELF SSOR -023 I III O_ Z N J J N D CL -j 0 w I� li Z > bi IIi Q U N I I C I j i i I SHEET: I I I j I I I I SITE PLAN CJ J 1 SCALE: 1"=60' I 60 0 30 60 120 . I NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C GENERAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) GNGINGGRING CITY OF ARLINGTON GENERAL CONSTRUCTION NOTES: CITY OF ARLINGTON GENERAL DRAINAGE NOTES: CITY OF ARLINGTON SEWER SYSTEM CONSTRUCTION NOTES: 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS,AND CURRENT EDITION OF THE CITY OF PHONE (425) 778-8500 WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE WASHINGTON STATE PLANS AND CITY STANDARDS AND SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR ARLINGTON STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRES CITY APPROVAL. FAX (425) 778-5536 DEPARTMENT OF TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. MUNICIPAL CONSTRUCTION.A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. ALL MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND THE 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS. MATERIAL SUBMITTALS SHALL BE APPROVED BY THE CITY BEFORE SCHEDULING THE PRECONSTRUCTION 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT, ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE,PVC,HDPE,AND DUCTILE IRON. CONFERENCE AND BEFORE THE MATERIALS ARE DELIVERED TO THE JOB SITE.ONCE THE MATERIALS ARE RIGHT-OF-WAY PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL REQUIRED PERMITS FROM OTHER CORRUGATED METAL PIPES(GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE DELIVERED TO THE JOB SITE THE INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO AGENCIES MUST ALSO BE OBTAINED BY THE DEVELOPER/CONTRACTOR. JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED BY THE CITY. MEET THE REQUIREMENTS OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL ATTEND A PRECONSTRUCTION 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT DUCTILE CONFERENCE WITH THE CITY.THE CONTRACTOR SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE CITY'S 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY CALLING(360)403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL STANDARDS AND SPECIFICATIONS(CHAPTER 4). SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTRUCTION STAKES MUST SHOW THE STATION AND OFFSET TO FOR THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, THE ALIGNMENT. PERFORMANCE BOND,COPY OF OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST OF INSURANCE COVERAGE. 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90%OF 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE MAXIMUM DRY DENSITY. OF A TAP OR CONNECTION TO AN EXISTING SANITARY SEWER MAIN.THE INSPECTOR SHALL BE PRESENT ATTHE 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN TIME OF THE TAP OR CONNECTION. PROGRESS. S. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY INSPECTOR,THE EXISTING 4p,1SL T1Np TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED 5. GRAVITY SEWERS,INCLUDING SIDE SEWERS,WITH 5 TO 14 FEET OF COVER SHALL BE PVC ASTM D 3034 SDR 35. of xgga 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY DEVIATION FROM WITH GRAVEL BEDDING MATERIAL TO SUPPORT THE PIPE. GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL BE DUCTILE IRON THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER PIPE CLASS 52,OR C-900 PVC.IF DUCTILE IRON PIPE IS USED FOR SEWER,THE PIPE INTERIOR SHALL BE EPDXY APPROPRIATE PUBLIC AGENCIES. 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS COATED(NOT CEMENT-LINED). a REQUIRED PRIOR TO SIDEWALK CONSTRUCTION.STUB-OUTS SHALL BE MARKED WITH A 2"X4"WITH 3 FEET 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD VISIBLE ABOVE GRADE AND MARKED"STORM".LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478.JOINTS SHALL BE RUBBER GASKETED 4771 SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY OF ARLINGTON STANDARDS AND 6S�rsTER NOT NECESSARILY COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY SPECIFICATIONS.ALL LIFT HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE GROUTED FROM THE `rIONAL THE ACCURACY OF ALL UTILITY LOCATIONS. 6. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY THE CITY. INSIDE AND OUTSIDE OF THE MANHOLE TO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAY BE THE USE AND INSTALLATION OF INLETS IS DISCOURAGED. REQUIRED. OV 29/26 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE(1-800-424-5555 OR 811)AT LEAST 48 HOURS 7. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RI M TO INVERT)OR GREATER SHALL BE TYPE 2 CATCH BASINS 7. 51DE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS.SIDE SEWER PRIOR TO CONSTRUCTION. EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR ATEE FROM A NEW MAIN CONNECTED DETAILS. ABOVE THE SPRING LINE OF THE PIPE.WYES ARE NOT ALLOWED ON LINES 8"OR LARGER.SIDE SEWERS CAN 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. ARLINGTON.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE 8. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO POLLUTANTS".ALL SOLID COVER SHALL BE INSPECTIONS,ALLOWING PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND MARKED"DRAIN".ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS 8. ALL SEWER PIPE SHALL BE INSTALLED WITH ACONTINUOUS TRACER TAPE 24"-48"UNDER THE PROPOSED REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT OR GRATES PER CITY STANDARD DETAILS. FINISHED SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR.THE MARKER SHALL BE PLASTIC, INSPECTION. NON-BIODEGRADABLE,METAL CORE,AND DETECTABLE,WITH BACKING MARKED"SEWER". 9. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN)SHALL BE DEPRESSED 0.1 FOOT 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALLTIMES BY CLEANING WITH A BELOW PAVEMENT LEVEL. 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR CLEARANCE WITH POWER,GAS, SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR TELEPHONE,CABLE,AND OTHER UTILITIES.SIDE SEWERS SHALL BE A MINIMUM OF 30 FEET BEYOND PROPERTY APPROVAL FROM THE CITY INSPECTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN FRAMES LINES AND VBEYOND ANY EASEMENT. AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON THE 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT"PLANS SHOWING ALL FIELD CHANGES AND p] EXISTING SEWER OR FROM A DESIGNATED STARTING POINT.THE SEWER PIPE SHALL BE INSTALLED WITH THE MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH 11. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN BELL END UPSTREAM. O v=i COPIES OF RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY,UNLESS OTHERWISE APPROVED BY THE CITY. 0 w ENGINEER. 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY 0_ OC 12. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER DEPTH CITY OF ARLINGTON TESC NOTES: GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. OSHA AND WISHA. K 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITY'S EXISTING SEWER SYSTEM,THE 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN DOES NOT CONSTITUTE AN 12. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED OR SEEDED AND CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY INSPECTOR. d APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. OPERATION PRIOR TO,OR SODDED IN CONJUNCTION WITH,ASPHALT PAVING.THE VEGETATION IN THE THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. 2. ATESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL BE BIO-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. N SUBMITTEDTO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE SITE.AN APPROVED COPY MUST BE 13. ALL SEWER LINES SHALLMAINTAINAMINIMUM FEETHORIZONTALCLEARANCE ANDAMINIMUMOF I8 w 13. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE INCHES VERTICAL CLEARANCE FROM WATER LINESS..SEE E STANDARDS AND SPECIFICATIONS FOR ADDITIONAL r` MAINTAINED ON-SITE AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CITY'S ACCEPTANCE OF THE PROJECT. REQUIREMENTS AND ALTERNATIVES. o m 3. THETESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CLEARING AND GRADING 14. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS NOTALLOWED,AS THE DESIGN IS ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE 14. PIPE BEDDING SHALL BE C MINUSACCOR MANUFACTURANCE WITH E CLEANITY OF PEAARL GRAVEL SS THE RED AND BEDDISDOTNG STANDARD BASED ON NATURAL SOIL IN THE ORIGINAL LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE SPECIFICATIONS.3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING MATERIAL. Y DRAINAGE SYSTEM,LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.MAINTENANCE, INFILTRATION AREA DURING CONSTRUCTION. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION.THIS SHALL INCLUDE NECESSARY LEVELING < REPLACEMENT,AND UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL Q CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. 15. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWNIN OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL AS PLACEMENT AND THE PLANS DURING INFILTRATION SYSTEM INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY COMPACTION OF REQUIRED BEDDING MATERIAL UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL BE CLEARLY FENCED OR INSPECTOR. PIPE WILL BE SUPPORTED BYA UNIFORMLY DENSES U UNYIELDING BASE. DESIGN: JCO FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 90% DRAWN: ATD FLAGGED CLEARING LIMITS SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED BY CITY OF ARLINGTON WATER SYSTEM CONSTRUCTION NOTES: MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO DEPTH OF 3'BELOW THE SURFACE.THE THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT. TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST 95%MAXIMUM DENSITY WITHIN 3'OF THE SURFACE. CHECK: JPU C 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF AS HALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS.ALL COMPACTION TESTS ARE AT JOB NO: 24374.20 S. THE TESC FACILITIES SHOWN THE RE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE ARLINGTON STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRE CITY APPROVAL. THE DEVELOPER'S EXPENSE. CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,THESE TESC FACILITIES SHALL BE UPGRADED AND DATE: 03/27/26 ADDED TO AS NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS,As 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY ADA NOTES:THE FOLLOWING NOTES SHALL APPLY TO HARDSCAPE FACILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. REQUIRED BY THE CITY. THE CITY PRIOR TO DELIVERY TO THE JOB SITE.MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE 6. THE CONTRACTOR SHALL PROVIDE THE CITY A SUPERVISOR HOUR EMERGENCY CONTACT PHONE NUMBER OF THE APPROVED PRIOR TO SCHEDULING A PRE-CONSTRUCTION CONFERENCE. 1. UNLESS OTHERWISE SPECIFIED ON THE PLANS,OR DIRECTED BY THE CITY ENGINEER,CROSS SLOPES OF CONTRACTOR'S CERTIFIED EROSION CONTROL PERVISORPRIOR TO STARTING CONSTRUCTION. 3. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52 UNLESS OTHERWISE APPROVED BY THE SIDEWALKS SHALL BE NOMINAL 1.5%.CROSS SLOPES SHALL NOT BE LESS THAN 1%NOR EXCEED 2%. CITY. 2. MAXIMUM SLOPES SHOWN ON THE PLANS REPRESENT THE MAXIMUM ALLOWABLE SLOPES PERMITTED BY 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO CURRENT ADA REQUIREMENTS.THE CONTRACTOR SHALL TAKE INTO CONSIDERATION CONSTRUCTION ENSURE CONTINUED FUNCTION AND OPERATION. 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. TOLERANCES WHEN PLACING SIDEWALKS TO INSURE MAXIMUM SLOPES ARE NOT EXCEEDED. S. BETWEEN OCTOBER I AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES BY CALLING ONE-CALL 3. COMPLETED SIDEWALKS OR OTHER HARDSCAPE ELEMENTS THAT EXCEED MAXIMUM SPECIFIED SLOPES OR ARE TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY MULCH,SOD OR PLASTIC COVERING.BETWEEN MAY 1 AND UNDERGROUND UTILITY LOCATOR(1-800-424-5555)48 HOURS PRIOR TO CONSTRUCTION. LESS THAN MINIMUM SPECIFIED SLOPES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR ATTHE SEPTEMBER 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7)DAYS SHALL CONTRACTOR'S EXPENSE. BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. 6. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA AN D W ISHA. 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 INCHES. 7. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSIBLE.THE DEPTH OF COVER SHALL BE TYPICALLY 36 INCHES(3 FEET),AND MAY BE UP TO 60 INCHES IS FEET)WITH THE 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE APPROVAL OF THE CITY ENGINEER.WATER MAINS UNDER THE STATE(OR COUNTY)HIGHWAYS SHALL MEET MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES,SHALL PROVIDE ADEQUATE STORAGE THE MINIMUM COVER DEPTHS REQUIRED BY WSDOT(OR SNOHOMISH COUNTY). CAPACITY,AND SHALL BE CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT FACILITY IS (n TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE FACILITY SHALL NOT BE USED AS A TEMPORARY 8. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S RECOMMENDED Li 0 SETTLING BASIN. MAXIMUM DEFLECTIONS.BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL 15 REQUIRED,FAST GERMINATING GRASSES SHALL BE EASEMENTS OR PUBLIC RIGHT-OF-WAY. J � m APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER ACRE. 9. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY PERMANENT STRUCTURES N WITHOUT THE PRIOR APPROVAL OF THE CITY ENGINEER. Pf) 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A Z Z N '^ MINIMUM THICKNESS OF 3INCHES,OR 3,000 POUNDS PER ACRE. 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE V AND PURITY TESTS,AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. 00 Lid13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY WORKING WITH THE SOIL Q 0 STOCKPILE,STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH WORK DAY. 11. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM,CONTRACTOR SHALL FIELD VERIFY THE LOCATION, CL 0 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND DEPTH AND MATERIAL OF EXISTING WATER MAINS AT THE POINT OF CONNECTION. Z � Q MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE 12. ALL WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS.WHEN - Lu 3 Z THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. WATER LINES CROSS SEWER LINES,THE MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. Y 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON 13. TO FILL THE MAIN FOR FLUSHING,PRESSURE AND PURITY TESTS,THE CONTRACTOR IS REQUIRED TO USE AN O Z J RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. APPROVED METER AND DCVA.THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT Q BA C K-SIPHONAGE THROUGH THE DRAIN HOLE.AFTER SUCCESSFUL TESTING,THE CONTRACTOR WILL TIE INTO J (n 0 <16. UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE SITE AND RIGHT OF WAY.IF THE EXISTING SYSTEM,USING DISINFECTED SLEEVES AND SPOOL PIECES. J BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION,ARRANGEMENTS FOR REMOVAL J 0 0 w SHALL BE MADE WITH THE CITY INSPECTOR. 14. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION.ONLY AUTHORIZED REPRESENTATIVES OF Q Z THE CITY CAN OPERATE VALVES IN THE CITY WATER SYSTEM. 0 J Z 15. THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILLING AND FLUSHING WILL BE DONE THROUGH A W CROSS-CONNECTION CONTROL DEVICE,LOW VELOCITY FLOWS MAY BE ENCOUNTERED.THEREFORE,EVERY ATTEMPT SHALL BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE PIPE WITH CHLORINATED WATER. SHEET: 16. THE CONTRACTOR SHALL PERFORM TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL,DUST CONTROL,NOISE CONTROL,AND TRAFFIC CONTROL AS REQUIRED BY THE CITY OR OTHER APPLICABLE AGENCIES. 17. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT OF THE CITY OR OTHER APPLICABLE AGENCY. C1.2 �. ^ L 18. ALL IN-LINE PIPE JOINTS SHALL BE RESTRAINED WITH FIELD LOCK GASKETS. (V 19. ALL FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C GNGINGGRING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 IIl I,>SL UiyD I TPN. 00482800001000 PARCEL A, ARLINGTON BLA# \ PLN 2012002 AF#201210225002 TELE RISER X2 _ _ — — — — — — — — — — — — ��;STEaa�, SUBJECT TO 10'WIDE ELEC. NEST EAST R/W ESM'T TO SNO.CO.PUD j srIONAL AFR 199906110360 CHAIN LINK FENCE 1(SP) I SR5 SUBJECT TO 10'WIDE ELEC. 2.6'(N)OFIt 05/29/26 WAY -PWR VL-----.a----- - — — — — — - O PUD 3�193��03�2 PWR VLT 4�6'SQ. - -:a �� i--81 CO a0 381 CO 82 3B3 98 38 3g6 15 d co N88°51'23'E 896.2T APPRX.2"MPE IP 3 3 --�M`-- Nsa°sr23"E 23a.7T IDRY. I 30160�1--__-505 3166 326 3g#311999906101036 311 � 11o7oon96-1999) # - _ - ---- - __ _- N88°51'23"E 194.74' 40.08' ESM T T 9 8 9 1 _. - °-'----- 231.19-° cv -323.76'__r r v ¢Tz a ------ - � cv 34---- / ( $A� � � � of or R r �.y x r, aYx Y a--> a a GM r I s rl GM - - ---- BOLLARD TYP. al J LJ LJ U. LJ R [APPRX.2"MPE IP n 1�TI i � o4 � rnI29L4j 6_ i�i.oi,coi MANHOLE ° u.6. `-OT I �;FMR /Of� [99' /0T A TPN.31052900101700 $01°18'22"E 70.42' ( PM1gP�o.o' L , r L X3 24' LOT 2, BLA! C 2] Goo t78,,Y65SF LOT AREAS: 2 I AISLE 3? 2533 395-102589 [3; I [701 248.1N01*0837"W n li 27fi r 20 2_5_5 28fi - -� - - o �`, - -- za' ±226 116 S FT I ,- �2; 2sz 3_4', _._._ I II C a l 24' �� 1 ' C5" 'e f U o2 za8.18 2 s z AISLEr39] L -,: AISLE FLAGPOLE II I L 8 J L37� 'i`� [40] li--S�E-.iL54] I 7-r�r~�I J03 ±5.19 ACRES N01°78'22"W /Or 4 21_4 [2 2 5 25fi 285 3 5 Gi� O .n r I 9.25' L i 213 r_2_3 250] 25� 284 IN s Y � (TYP.)� i I - [36] I, I[41] r55 • [71] G04 ! _______________� ',. 8E 5SF __ - __ __ __ N88°4 =�24 249 258 283 LOT LA 13 212 oiloi t92 96 I r L7= I L56 I [7-]:I G05 I G_1� N88°41'38"E 1, B P31 r57, la G49 I II 0.50' 210 •[26 24� 260 28; 09 1J� I 5-102589 WIC o a a li 44' 1 J06=rl L Li r8Mom-EJB [150 IN ENC 24646, r59�m1 r7 ,I �07 3151 �b.. ��.. J __-__ J L3_ L44JL60f7 0 [73 r5 - LL TILT ` 24 --g4r-- �°STA F E __-_-_____ �' [08 1, 24' G39 r153 -- -_ �5 ^! _ 244 263 278 r_7_ j O� R Wizj� __ 24 __ _ '20� AISL .� � AISLE [93; _L_°___ ��__•__ AISLE [13� [1_40 AISLE L •' a'--Q *__ 4, 27� y 0, 24_.3'� 26, �2d1 "•' j x [14; [29' �48' r62; [7_;: G0 G22 G32 L14J —'��154 [76; 24� p.G_68 - 1_81;d N01°18'22"W Ri195 I� 20fi r3 - LANE DIVIDER - - - '_ 2 0 i,, :[_3� 242 265 27E _74 gL41 LINES - r13 /,// 147.87' [733 MI,41L6V/. s "I�''� ie I [15, [28]' [755 [16fi ;AISLE ' ► Z I r16 [2TI r64] 8_� 1 [1_1f � 24 ,�734 [742 L169 [182;'CS 24, AG_9_6 2_q_4 I 1 32 24� 266', 275', _1_� 15p (O MONUMENT SIGN III Cp , [7 43 $R 203 TO BE REMOVED r--, J 9�, [7 83 de I \I 26� i65] �8_„ [7_7$ I [fi25 [73� G77 241 [78 [794 AISLE •�33', 240 26� 274 _16 3 j IaI'I �1 [77] _ [51] - [7 i164; i170] AISLE -- .r-� 4 239 268 273 31_7 5 G44 _ 197 202 Ir 3, [18' [25 •' [66e IS_] G13 [712_6 G86 [7_7; J7fi - F@4 [788 G9 .�za:'-��.°'�--� __ - I I --' 52 li G4 _ L758 G63 '.179(:. G98 20 i[35 238 269 27 318 PLAZA SIGN [24] [6 ) g_r 14 [P2 G37 -- -- I I\ __ 7� z DESIGN: JCO a IEDALLION HOTEL" I L19� r LS r [14fi I r159_ ____ __]7,�.]_ 7 ° -� -- 1�5,.��, J89 [19 I[36 23� 27d, 27� 31� N88°51'23"E 184.73' [715 I r�28 �� _� �7�2'- -- -- - - - _ ' L20] `z� _ r- �� I 180 [18fi =�'�{790 [1-9 v1 I J99 200 __ L.0 RISER&PEDESTAL I I r LV -� `38 r-__ i [7 SQQ [167 'I [774'"7" - _ - _ _- _ _ _ — -- _-_- -- ----_ - 20.0 DRAWN: ATD ATED UNDER SIGN I , _ _ ____ ___-, -.- --- --- _- _ I CHECK: JPU �21, 22' S X --J ___ ____ ...... - c _2"MPEI,3 c _ ' 86r [7_7_ e 29 147 Y _ SO4"07 [22� „m„ PWR VLT 2.8 S i� Zl �_ �� ___T__� JOB NO: 24374.20 Cb s r I ` 0 - -- - - - 1 _ ;EBAR&La CAP � I r - _:-_ 30.u1e I °Ls laaso^ I. I � Q. - - - = - -- - - - - -�) I 3/27/2 i0"E,0.96'FROM __ ----_-_- __•____ __ _ rF 530.02' �•� '� \� �� DATE O 6 1 I,rT cALc'D coR. �• _211.91--.--- }2 27es - S88°51'23"W 1051.90'. �309.95 40'IRf -- --- 8' .0'AF# 9910210455 MB 121.965 'k o < c °-a ° R 1 c- PPR% /4IJNE 1 1 1 1 7 ti - J 2d - 12WEST OI nr NSTALLCATCH,BASIN INSERTS IN 16 26 o FND REBAR SL 2716" ` I AP SLIDE GATE_ / 2443 REC#1995 CATCH BASINS WITHIN 500' C2 lil 5 R/I I O LOT 2 SP#00-019-SP AF# / INSTALL HIGH VIS DOWNSTREAM OF THESITEIN IBILITY PLASTIC THE ROW AND AS PROPOSED CBS --- • CLEARING AND GRADING ING TO MARK IS OF ARE MADE OPERABLE,TYP U N P LATTE D 20009065003 LOT 1 SP#00-019-SP AF# i` ►� 1-020 I Z I O U TEMPORARY EROSION CONTROL PLAN 1 SCALE: 1"=40' © > Z CONSTRUCTION SEQUENCE NOTES: TEMPORARY EROSION CONTROL PLAN NOTES: 40 0 20 40 80 m O 1. SCHEDULE A PRE-CONSTRUCTION MEETING WITH CITY OF ARLINGTON PUBLIC WORKS. 1. MAINTAIN AND REPAIR ALL BMP'S AS NECESSARY TO ASSURE CONTINUED PERFORMANCE OF INTENDED FUNCTION. Q I'M 2. REVIEWTEMPORARY EROSION AND SEDIMENT CONTROL NOTES. Z N O 2. ADDITIONAL BMPS LISTED IN THE CONSTRUCTION SWPPP&THE CITY OF ARLINGTON SURFACE Z 3. CALL FOR UTILITY LOCATES. WATER MANAGEMENT MANUAL MUST BE UTILIZED AS NEEDED FOR ONSITE EROSION CONTROL. Q 0 00 W 4. INSTALL TESL MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY 3. CONTRACTOR TO HAVE EROSION CONTROL SUPPLIES ON SITE. AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. CONTRACTOR/APPLICANT SHOULD APPLY FOR DISCHARGE PERMITS AS NEEDED. ? La 3 5. HAVE EROSION CONTROL MEASURES(PER WSDOE BMP T5.13)INSPECTED BY CITY OF ARLINGTON Y ENGINEERING INSPECTOR.ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES 5. SEE C1.1A FOR LEGEND W/ADDITIONAL SYMBOLOGY,ABBREVIATIONS,ETC. Z 0 MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING.EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT 6. ESC SUPERVISOR SHALL UPDATE TESL PLANS AS NEEDED TO REFLECT CHANGING SITE CONDITIONS. 0 Z VEGETATION IS ESTABLISHED. J (n 0 7. DISTURBED AREAS SHALL BE COMPOST AMENDED PER REQUIREMENTS OF BMP T5.13 IN THE -1 O 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. DEPARTMENT OF ECOLOGY STORMWATER MANUAL,VOLUME V,CHAPTER 5. J Q 0 Z 7. CLEAR,GRUB&ROUGH GRADE SITE.REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONALSURFACE DISTURBANCE Q ; STABILIZED PER EROS ONnCONTROLE NOT S)PER LY AFTER OSEASONALUGH DREQUIING O EMENTS.THER OSEEDING SHOULD SED AREAS LBEE W 0 J (D W 3 USED ON AREAS THAT HAVE REACHED FINAL GRADE OR WILL REMAIN UNWORKED MORE THAN 30 Q y DAYS.MULCH SHALL BE APPLIED ON TOP OF SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS,INCLUDING FRONTAGE IMPROVEMENTS. SHEET: 9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION(INCLUDING WETLAND BUFFER IF DISTURBED).ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. C2. NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C GNGINGGRING FILTER FABRIC MATERIAL 36"MIN WIDE 250 4TH AVE. S., SUITE 200 ROLLS.USE STAPLES OR WIRE RINGS TO EDMONDS, WASHINGTON 98020 ATTACH FABRIC TO WIRE.JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. PHONE (425) 778-8 FILTER FABRIC FAX (425) 778-55300 6 1"12"BY 14 GA.WIRE MATERIAL FABRIC OR EQUIVALENT 2'k2"BY 14 GA WIRE FABRIC OR EQUIV IF STANDARD STRENGTH Z FABRIC IS USED Z � f f e Po a � m S'W'MIN TRENCH BURY MATER AL IN 6"OM O6'TRENCH NATIVE TRENCH WITH NATIVE SOIL OR 3/4" _______ WASHED ROCK 6'MAX 6"TYP p,1SL UiVD ADAPTOR SKIRT TRIM TO 2"x4"WOOD POSTS,STANDARD 2'z4'WOOD POST ALT: WITHIN 3"-5"OF GRATE 4oF WA3A, �. OR BETTER OR EQUAL STEEL FENCE POSTS ALTERNATE:STEEL FENCE POSTS a RETRIEVAL STRAP SILT FENCE NOTES: 0 ��477411 IST 1.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID s`rIONAL USE OF JOINTS.WHEN JOINTS ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT /21/26 POST,WITH A MINIMUM 6INCH OVERLAP,AND BOTH ENDS SECURELY FASTENED TO THE POST. _- 2.THE SILT FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS(WHERE FEASIBLE).THE FENCE POSTS SHALL BE - SPACEDA MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND(MINIMUM OF 18 INCHES). - O 3.ASHALLOW TRENCH SHALL BE EXCAVATED,ROUGHLY 6I INCH ES WIDE AND 6INCHES DEEP,UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE LOWER EDGE OF THE FILTER FABRIC TO BE SECURED WITH GRAVEL. 0 4.WHEN FILTER FABRIC NOT AS STRONG AS MIRAFI 700X IS USED,A WIRE MESH SUPPORT FENCE SHALL REFASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG,TIE WIRES OR HOG RINGS.THE WIRE MESH SHALL EXTEND INTO THE SHALLOW TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5.THE MIRAFI 70OX FILTER FABRIC SHALL BE STAPLED OR WIREDTO THE FENCE,AND AT LEAST IS INCHES OFTHE FABRIC GEOTEXTILE FABRIC SHALL BE BURIED IN THE SHALLOW TRENCH.THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE OVERFLOW BYPASS FOR THE ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED TO TREES. PEAK STORM VOLUMES 6.WHEN EXTRA-STRENGTH FILTER FABRIC(MIRAFI 70OX OR EQUAL)AND FOUR(4')POST SPACING IS USED,THE WIRE Q MESH SUPPORT FENCE MAY BE ELIMINATED.IN SUCH A CASE,THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF NOTE 5 APPLYING. 7.THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4"-1.5"WASHED ROCK. m 8.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULPURPOSE,BUTNOTBEFORETHE z0 UPS LOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM SILT FENCE NOTES: SEDIMENT H w REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED,OR OTHERWISE PERMANENTLY STABILIZED TO THE 1. INSERT SHALL BE INSTALLED PRIOR TO w K SATISFACTION OF THE CIVIL INSPECTOR. CLEARING AND GRADING ACTIVITY OR UPON ACCUMULATION 9.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED PLACEMENT OF A NEW CATCH BASIN. U RAINFALL.ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2.SEDIMENT SHALL BE REMOVED FROM THE UNIT w w 10.MAINTENANCE:ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY.SEDIMENT MUST WHEN IT BECOMES HALF FULL. p aL BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER.IF CONCENTRATED FLOWS ARE EVIDENT UPHILL 3,SEDIMENT REMOVAL SHALL BE ACCOMPLISHED OF THE FENCE,THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. BY REMOVING THE INSERT,EMPTYING,AND RE-INSERTING INTO THE CATCH BASIN. w H n SILT FENCE CATCH BASIN INSERT o 1 SCALE: 1/2"=V-O" SCALE: NTS Y W Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 24374.20 DATE: 03/27/26 J O Z O N U > Z � m O Z N O Q a rn W z Y 3 o m Z N J N O J Q Z CL Q p n J H LJ co 0: W W SHEET: C2.2 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C GNGINGGRING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 IIl L,>SL UiyD I TPN. 00482800001000 PARCEL A, ARLINGTON BLA# \ a PLN 2012002 AF#201210225002 TELE RISER X2 _ _ _ _ - - - - - - - - - - ��,ST �. SUBJECT TO 10'WIDE ELEC. NEST EAST R/W ESM'T TO SNO.CO.PUD C3 I srIONAL 1 AF#199906110360 CHAIN LINK FENCE Z(SP) I SRS C3. SUBJECT TO 10'WIDE ELEC. _(N)QF� ____________________________ ________________________ _____ _______________Zb WAYPWR VL-----.a---- I — — — 12 — CO.ESM'T TO .PUD q 0 r( �^ -:a '� 81 CO 8 38 CO 8 3 9 3 S 6 i------ 0 t 2 83 8 8 8 15 0 30�33��91 0PPRXMPE h�h55 i PWR VLT 4.6'SQ. # __ --- N88°51'23"E 234.77' 0�6 �� 5 6 e-- gAFa;99906uo36 31 a Asa N88 51'23'E 896.2T (107007296-1999) c3# - - ---- ------ — IDRY. I_ __.fie_ _g6_J_9a63 % _ N88 5 3 E 194.74 �A cv -323.76' r r v ¢Tza _ _ ---- __ cv --°- -° 7 e - d—�--__'---- ��r�i�1 341.32 4 � } � �0.08 i I I I , G � a 1.32' ' ---------- ----------- M II 1 __ - 'm°'Lo LEI I'i1 �I I�'NiI�r� -( P ° R. Fit�3 gel I j GM [APPRI on96-1 , I J �_-- .2"MPE IP I I LJ r�r ___________________________ I I �I i�l i�l ICI icol u°I Icol ILOI Icoi ape—FYx�4j, I I MANHOLE r 99`O-� I 8 e' TR■ ��L�����°TG'e`I'I I X4 ° APPR%.U.G.I BOLLARD(TYP.) 219 PWROT /OTA TPN.31052900101700 Ij S01°18'22"E 70.42' PM _10.0' I LOT 3 Cs9; L L I =3 24' LOT 2, BLA1'` ` , SF ! `a t75,Y65SF LOT AREAS: I3 [101 N01°O8'37"W II 27fi d20, 253 3 395-102589 \I _ 2a' ±226 116 SQFT I 2ss 2ss — — — I m za8.18 _ co 24' L -,: AISLE [7_0_2', I 21_5', `2 J 251 256 285 3 4 I O v=i ISLE '�i - ���r--, ± No11 5SF - -- -- -_ - FLAGPOL � � ', i r__ [37, I�I L40]r.�—'ir54� i 1 r7_r J03 8�9� I I I 214 � 2� 25� 284 3 5 in lieLOT e l r-= 5 19 ACRES II °(TYP.� L_ , __ `41, r , L7 , _____ ___-__-__- IN88-41.38"E � BLA I_ [36] r5 5104 t92,95 212 ,24 249 [0�' 1 I F L__ ciloi U �7_48 24_8 259 282,, 12 I alo ( I L35, L42� ',57] I _ P[705 J__� +•� 1_ ^I I i ' _ N88°41'38"E [21 r 25 [08 N O I = NIN w z I v 9 L43' -, ' r__ J4 III 0.50' 28, !"i]) 9 luh o a r- , 7 1 1 is - _ I I 2�0 '[26 24� Zso', [09 �Q 95-102589 a -- 33 46' L m r--) I J V -- -- -- -- L � SSr �- .1 �06 I � •"=32&=' -- I L ------------------------ �[28 245 262 i�9', I a I I I n�a C_4] 32 1 RJ 07 [7_20 L S J li I —J 209 1_0 O V ' r to 20_8', [ 1 i' � r L59 151 b L 7_, __ r 21' 93 l J5 24'I --g4r-- _ [2 SIN I _ N L__ �I L17' r46J L60� I 7 r; r131 24' __ ,J I — a- — ------ 120� AISL :� � AISLE _oP�,_ Q�o O 19 �h N I ° w � L753 L__ r i_ � I � � i�J 08 i 1_2L 24' J39 � _ _-__ _ 244 �il� Q N � AISLE [i_40 AISLE __ _ _ e$' I, +--, 4 27� _7_2 pp 195 III 20fi L 30, 24_3] 26, _ .�201 LANE DIVIDER in x L62' [7 ]: L70N L122 �32 I�—'I r-- - I 181]'d I I [14] [29] L48] - L14� J54 [76� 24' p.[768 - II N01°18'22"W I _74 i - -- 8_] r__ MI,41L6V/. -' '[_3 242 265 27E -5 , $Ql LINES _K ie I i [1_5] [49] - ri - [755 [16fi ;AISLE ♦' 147.ST R[i_9_6 32 4� 266', 275', Z I Lq6� L27,1 [64] 8-':I [1_i f I�'i 24 ,[734 [i_42 L1 9 182;CS .04 I -, SQ I Q r I ___,I CP [5-0-] -- r=-, , ' J_43 [7_SE [165 A=r 6, L7`9A I [783 24 203 __ 'I -�-, i65] [i_72 I [fi25 24' '[33', 240 26� 2�4 y I [77] 26� L51, - 68_, . [i 3� [75 [764: `777 _ [78 L794 AISLE W I'I -- r [66e 18_r [713 �6 _- i170] AISLE -'"-9 -- __ 317 I�� J I I [71 [788 [79 y y .�1-- 4 239 268 273 I I L18' [25] L731�7 L7_7J L77fi - - t I I -- 52, Li F5',., [758 [763; '.17920� 238 269 272 318 1 i is DESIGN: JCO PLAZA SIGN 24r L6 L 8_, i 14 . [P2T, [13 =- --' I 1�5.; [789 [19 'I �I -- C79] _ e _= s9_ ]7�]_ i ° —� -- [36 23� 27d, 27; 3_i9 N88°51'23"E 184.73' J 15 --IEDALLION HO�EL" m Ir-- r__ II L[28 r_ J4fi '��` Ll '---°____°--r--, ___°_ •`I L180 [i_9 dl 'i [799 200 __ _ _— —_ —_ - I hW �, a r Ir DRAWN ATD - - 73 [i7a I - I — -- 20.0' RISER&PEDESILAL 'I _ L2� ��. L7 i_ 20 14 J 6Q, 167 ,.1, — —— _ — - - - - s _ . 122, �� L86r: I __ v __ _ _ __5S_____ss______ __55___ _ - - '- _,____° __ •__ _2'MPE iP CHECK JPU ATED UNDER IGN ' L21� ` #Cb --- `� - + - J� -_ / ,gj' _ 10 JOB NO: 24374.20 a. _ _ _ S0�°07' n v IEBAR 8 LS CAp — — J L _� �` __T__� — ___ —— _ __ h -:� y �� 3. I "Ls lags^ — — �L Ste_---^— — — TF� 930.02' T Qe'� ) 03/27/2 ,0.96'FROM — PWR VLT 2 8 SQ. 309.96' r- �.—rT I DATE 6 \—— 211.91 _ �ss8e°57-23w ao'R cALC'D 1.1'k -_ ______-___ S88°51'23"YM 1051.90'.c �j v ��-22- ------ ___ "' _5054 ----- - --------- ------------------- - -- i / 7 ._0_'AF# 9910210455 1zie6s J I-024 � -�� �' 121 12� 1111 21'—\V) 6 �PPRX.1-1/4"ORNNE s o SLID�oE GAT____. �—' ��_. I � FND REBAR&LS CAP ` I .Z?�2 ry / 2aa3 21 - WEST END OF 30'SEWER ESMT Ls 12716" I^ REC#199910210488 I' S R� I I Z LOT 2 SP#00-019-SP AF# -� Q U N P LATTE D --- - I 20009065003 LOT 1 SP#00-019-SP, AF# I I CL W OVERALL GRADING AND DRAINAGE PLAN © L C� ; Q 1 SCALE: 1"=40' 7 GRADING AND DRAINAGE NOTES: GRADING QUANTITIES 40 0 20 40 80 N m Q 1.1.5%(2%MAX)CROSS SLOPE AND 4.5%(5%MAX)RUNNING SLOPE FOR ALL SIDEWALKS AND TOTAL EXCAVATION(CUT) 200 CU YDS TOTAL M w WALKWAYS ON AND OFF SITE.1.5%(2%MAX)CROSS SLOPE I N ALL DIRECTIONS AT CHANGE IN EMBANKMENT(FILL) 200 CU YDS o M DIRECTIONS AND CROSSING IN SIDEWALKS AND WALKWAYS,RAMP/STAIR LANDINGS, TOTAL 400 CU YDS Z Z CV VEHICULAR WAY CROSSES,VEHICULAR LOADING ZONES,ACCESSIBLE PARKING SPACES/AISLES, O ROUTES(WHETHER OR NOT STRIPED)TO ACCESSIBLE GARAGE SPACES(AND FLUSH MAN-DOOR THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS Q 00 THRESHOLD),ENTRY DOOR MANEUVERING SPACES,TRASH AREAS,AND AT AMENITY AREAS. ONLY.THESE VALUES ARE APPROXIMATE.DO NOT USE FOR a- a) BIDDING,PAYMENT,OR ESTIMATING PURPOSES. 7 2.1.5%(2%MAX)SLOPE IN ALL DIRECTIONS IN HANDICAP PARKING AND LOADING ZONES. Z La � LI Y 1 Q QUANTIFIED PROPOSED IMPERVIOUS AREAS: O in J Z LOT I SIDEWALK: 0 SF (0.000 AC) LOT 2 SIDEWALK: 836 SF (0.019 AC) LOT 3 SIDEWALK: 125 SF (0.003 AC) Q O Z W Q TOTAL PROPOSED NPGHS: 961 SF (0.022 AC) W ^ J \ ^' LOTI DRIVEWAY: 375 SF (0.009 AC) a O0 LOT2 DRIVEWAY: 1,572 SF (0.036 AC) LOT DRIVEWAY: 272 SF (0.006 AC) TOTAL PROPOSED PGHS: 2,219 SF (0.051 AC) SHEET: TOTAL PROPOSED HARD SURFACE:3,180 SF (0.073 AC) C3.1 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C II / �o16 Oil 65 66 68 69A�1 1099906110360 �11� � � � N88°51'23"E 896.27' APPRX.2"MPE IP �� � ��J — — �2 (107007296 1999) ENGINEERING SUITE __ DMONDS WA HINGTON 9802 3 -— °—, P °°— ° PHONE (425) 778 8500 e.--° P 231.19'-° FAX (425) 778-5536 liH �? ° --------------- -------- GM I� ---- --- - - - -- ------ ---------------------------------------------------- --- f� 1 -------------- IIooI - - J -98j TPN. 31052900101700 '---)jCFM R I � J I I I 9 9 � LOT 3 I LOT 2 +54,986SF I '7ool +78, 165SF LOT AREAS: I 9.� — L-----J 3 ---- N010 " I 4I1L A 241 I ---- !� \___ 24' F--01, 248. 0$37 W ±226,116 SQFT ! °F.°Sa �. l� L--4 F-38,1 -39, 24 L 5 g AISLE L102; I a -5 AISLE -----J ---- ,� -----, ISLE r54, x-�� F4 -- 103 ±5.19 ACRES N01 1822 W �r � ----- 40; L-----J ---- --1 I 92 s =LAGPOLE ! r ,I '37; , .I _ \ �r-71� 5' 6 --, r-----, -04;, _�� -----J -----, 41 (TYP.) 36 L--=1=l 55 -_--- J ----- I ------- - -- ---------- --------- ------------- - -------J N4 I o�iriw --�-, -----J e --- 7211 ---- 42 --------------------------- - -- --- �I 11 L__�-J ' , I L_____J q74 /I 'L5 6 J � I ------ I - / , _ N88 ---- ---- L05j 0 5( 3 741 I -----, -----,I ---- I 10 6 1.18;58 J ----fiJ -----J ' r-----, EJB-- I 59 r1 -, -1 1, L-----J I I I ----J -3 4 6 ---- -� 1 --- -----J 121 ---- L_--- 60 ---- I 108' r1211 24 L-3_=; 1531 c I 5 J L-----J J L1 -_____ i Lo L-----J -3 , 4 7 ---- ----- ----- -�3,I -----J - --- AISLE ----- 24 __ - ---- _ 61 I J J o L-----J ---- � ° I° 10 122' --- L=4Vj AISLE -----, 0 79 J ---- ----- _ a w L----=J -- 48; 63 8 1 1 bJ I; ---- 933; 141 ---- -----, 24' -----J'i� ^�I 6.2_J —� 16 1811 - r 14 r_2 g L-----J ----- -- 154; 16_7J W ---- 12 ---- - ° --- , --- , 155 1.6_6J ; AISLE o Lo 15_' 28 J, 49 -----J --- J I I,, o --- J -- -----J 9 142 -----J - - - r--=- ,I w 64, `�r 8 1t,1 1 1_h '� J 241 rq- , 'L_ r - , 'tip Z 16 27;I 50 ---- ---- J ' L--- ! L134_; -----, 15.6 I165' �_69 182' ,____ 1 - L-- J �Q -65, -g 1 12� ?,25 143 -- ---- J 1 77 r 183 r- 61 , I r-----, L--- �,- a ry 1 7 2 6 1; r-----, -----JI --�1J --- 1_ j, -----, -----, -----,I 1 701 L-----J J m L-- 51 144 157 164 ! ---J r-5----, r---- ,' ----- r-----, -- J 11 ---- ---- „ 6 6 -----J _ r-----, o L-----J --- r , L=----J' -- ---- �_5__2 -6 ----, 14 1'2 7J 14 - -----J --- J --� �1 76�' "--- 1 Cg L-----J' 4--- ---II ( L_____�J 'Il ' L_____J 'I`I r_I____, ___l L_____J J L Q'\ 25 158' 163 -U I' L --- ---- - " PLAZA SIGN 19 2.4 e -- =J �,1841 s I ---- I I ----, 137; L�--- ;._ 159; -_--- ; ° ---- } t_ -- -- r-----, I _ L�---- \ /I - --�-- I L__ J C -- r-,J,� 1 IJ 7�1'.-- -•----°----•-- --- 9 Q 12i L --- -- , r , 46; , 1 '-.-3' - -- - - ----- / 122.1'� r1 U6 122 DESIGN: JCO LION HOTEL" -- 28 - _ "� 122.84 18_-; ----- ---- -Q--� 1 1 ` ti --- 138 �I ,1 r no, 2,3 L_ J 'L USJ L -- 7 17�2.55 122.07 i- , r - ,; 122.40 122.55 r1-��i ��-�^iny� L---- 12i DRAWN: ATD L Y & PEDESTAL \ / __ 22.10 122.21 __ __ 2184 121.77 , L _ J "11 L � 122.69 — � I�. , -- 122.61 122.94 L J � i ` �� B V; 122.39 ___ µ1 I, 2 ; 122.31 122.64 1 5 121.77 1 y 12214 '1 — UNDER SIGN ' r 1 _ JOB N CPU I _ ' I L 21_J i \ PO - I ... �� �J --- - _ -------- =_� -.. r. JOB NO: 24374.20 L1 J J I «.=` •LL- - ' ,,.j ' s _ 12130___ ___ss_ DATE: 03 27 26 r- 55 _3J13Z322.70.- 5-- - - 122-� --- - - - 122.07 121.70 12: /� - _--_-- 122.54 122.87 122.47 122.33 122.31 121.77 I 12. & LS CAP i II < } n 122.62 121.83 `_, , 12i IILS 14490" a,_,d,m„ — — -----------------VILT 2._-_— -------.— —� — — — ------- 1=-r WRVLT28'SQ. ).96' FROM — 2 L————— 6' ------ 122 12 � LC'D COR. ----•----•---211.91'- ------- -- -- -- -- _ S88 51 23 1051. 9 �'�� 309 9 �- _ 5054 J 2 I MB _ 121.965 xCL .0 AF# 1 9910210455 — _ I1Ir1II , I 1 - 1 —Q 2_T �a�� ` It G A _ LOT 2 &3 GRADING AND DRAINAGE PLAN 1 SCALE: 1"=20' Li Q > Z 20 0 10 20 40 � J N m Q � M � z Z N Q d a Q La Z 3 MQ 0 m 8d Jv) 0 F_ NZ Q z Q W tD W' ow u Q J SHEET: C3.2 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C •, t-HAIN LINK rtivl.t AF# 199906110360 2.6' (N) OFRGNGINiGRING " , � _ 66 �8� CO a3 3381 CO �g2 �$ �8��$ 3a6 - --���, --15_ N88 51 23 E 234.77' - - ---L---- DS ONDS,(425)WASH GTON 9 020 PWR VLT 4.6 SQ. --- 3 " PHONE (425) 778-8500 �_ �-- - - -- - --- ——- ——— . - - - - - ___ - FAX (425) 778-5536 -- — 341.32' __----- N88°51'23"E 194.74' — 40.0 ' T --- . . . . . ------------- �. V _ -- rG r � ___---------- I I ' l . ------- APPRX 2"MPE IP -1999)(107007296 � 6 � -` Sp MANHOLE GM I I ;2 9 �-0 X4 _ _ APPRX.U.G. -- 1 -0 2 2 RCII I r -- -, ARD TYP. PwR 1�', L219J . I I L-- -J �,�L UND - T - 4 F WA, ° ., -----, -- LOT 2 BLA ,�S01 18 22 E 70.42 PM 21 _J L3 _1; LO � x3 21 7 24 3 _2, , a. 28T AISLE -- --, L_-___J r , L__ J 2 6 ---- r-----, --- 9 5-10 2 5 8 9 ��+n` � L-----J ST r----, 215r' p21 252' 255' 286 3 _4, - - - - - - - - b L-__-_J L_____J 05�7/IZE L_____J L_____J L _ J (/�Jam')�) Q r_____l ,. L�� 29 41 22, --- , 256' 285' - -- , l o B 22 W 'J2___J 25 1; 3 5 9.25' --, I - --, ---- 25 7 284 =--, --- L_____J L_____J LO N88°41'38"E +92 965 SF 213 ! 23 25OJ 306; ' j - Lf Z �24 249 258' 283' -- ��NW41'38"E 14.00 -----J -----J -----J -----J -----J oz, LOT 1, BLA ,�•�' r-----, r-----, r-----� r� r 21_; ! _25; 2__48; 259, 282; L-Q8j 1 �y O 21.0 26L 247 09; _� 95 102589 L_____J ------------------------------------ --- � r ----, r-----, r-----, r-----, - - 209; !'L27 246; I.261 280 -�-� N <</)�� o r-----, r--- , r-----, \C vO 1 -0 1 z w v 28, -- co 2.08 2__45 262' ' 279' ----� ~ L J24 r----- L J L d J ;'-r b------------� r- ---- ---- -- ----- 1 ( -- _ _ ;' --------- 2__Q7 AISLE] j'J e29 2 AISLE L ' -- o 2$----U�' tl r-----, , , r-----, r ----�i r-4-, r-----, 2 7� 1 3, r R� o d _ 206' 4' 2.63 -----J L ---- - 0 0 30 243 r-- n195 , --- ====J 264; ---- r ----, ��- LANE DIVIDER II w 1.81;' r•'L____ J L_ J N01 18'22"W -----, 147.87' r ---- 205; 231 242; 265 v L276; =14J 6 �3,SC�1 LINES ---- o .�HiLtsv� r196 ---- 22 241 266 275' --�5' 1 f 182-e -----J -----J J ,� If CP --, - r-----, r-----� r-----, r-----, r-----, J` 24' 240 26T Vol M l 24' 187 194 L2--D3 233J --- J L �/. ---- -----J L-----� AISLE AISLE ,.�" ct , r-----, r r_____, ____ r ____ , yyy , DESIGN: JCO 4; �—'F---- F-- i :19.7 �L a,7,, , 34; L239 268 273 31.7 33 _ 188' 193 �z2--- ja DRAWN ATD ,, r---- , - L- - - - ,.r' r , r-----, r--�g, r2 72i O n . 79J '. -- 198�' 201� 35 238' 2 �31.8' ` > L i L J r_____, L J L _ -O� r___—_, , „ / > a CHECK: JPU �85J 89 g2� --� 271 N88°51 23 E 184.73' ZIP' I JOB �\I r_____, _____ ____ _____ --- - 180, 186 ` ` �90 191 - -- 23 7� �' 1.99; 200J -- os/27/is I ----- L-----J -- -- OI . DATE N i .. -- , , , ' 1 SS ss 55 ss - __,__ _� _ .____. _ _ W - r _ _55 -- C I I MPE IP V . . � 01°0�'24" I K 1 278 LF_8 PVC @0.4% -3�"� ��� /�� .a�..�9��.E,." w,999,•,� � ------ ____ ___________________._e_ 4 ` a ` ------------------•-- - ----'— ---__.____ ____.___ _ _ 30.0 Ew.a 530.0' f' Z I J Rst°r.1"? "W 1(151.90'.6xti T �26888°51'23"W I CL 40'�RX Ld C� LOT 1 GRADING AND DRAINAGE PLAN 1 SCALE: 1"=20' W > Z 20 0 10 20 40 � J N m Q � M � z Z N Q d a Q a Z Y 3 a 0 m Z C� 0 J N F- Z J p 0 Q MAXIMUM RAMP SLOPES DESIGN o ^ 3 H Q 2 SCALE: 1"=5' La La (D WE Q O `^ V SHEET: C3.3 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C NOTES UFTGR nkpa klcJee�Nmreo�azrrkPapaamgmp eJlre�ppkem ENGINEERING s MP mmee. NAT cx wEwux eEE ceNTR.Acr PLwa 2.At manse upszwaRz Ina cox�a uox eel.ee�Ire L—ftg—me 250 4TH AVE. S. SUITE 200 sEE cpxTRACT puxs °E0 sEE xmE I sum RMAP maMNay mvM oe wmaMed whom Im wbm pI me crDsswaB manlms. EDMONDS, WASHINGTON 98020 uxEe pAnsllaaaALAN S Mn.cR al a.where-GRADE BREAF kwlkd ow Ina-1.IeDgm of Ina Nlade Craax PHONE (425) 778-8500 igxT- T I CeMRen Me Iwo 11a 1 sudare planes Anal CA lusty. ye T•rd EE °FNSEE cN°OxiMci MANS t.A110e10 Do noI pkm GraJrgs Juncrbn Bowes.Auess Lovers.oAx (425) 778-5536 aEEU NOTE.I.fs -o'Mx NX°M° Ve Ilp:PXx°H�m `aEEM ` GEE xorE ro B Gorse on any part of im Cub Ramp w L 1M 9 or F me GAO,—­Alu°am B 1 do.to 9 ° mMx C Cub end Guitar where Me L—IN wit 1D Ina roadway. STAIR 4 e R J II MM 5 -IL 2lI-1 CubIW e Cub aM G 1Depre-L.- ew aPIMn _I w A * B w Pedenlwn Cub ORVANn user * * — lkkRR 11 �T 8.See SIaMaN%an F. 10 br Cement Co RE Sbewa0.NIAN,See 6EE NOTE M Conhacl Rana br wbm and pbmment of zldewaA. CONTMC YE� C BEE BTINWRD PLAN FJx1p mY _ C i•xp•IIp Ix•NO BURI T MdIACB.CCuuro�Cub and Gulee.DepreSazedpG..eM Guller PeOesGlan� Cub.or Sid—M . GEE_s CURB AND ER 8.TCe Cub Ramp bOglh k not A,UkAd W eMCeeO 15 FIN(unbss snow! RDE SEE NOTE E RDEMPoAx GwBBMo oMln In me CODIfACt Pkpsl.w aPPMN Ina 1Slopl maa.k,gln cLoswI R9 R. RANv SING, CURB RAMv (RNNM.Ied han Cad of_AlN)Im mlRirg Mom of Ina cub ramp IA FACECUR `U PLAN VIEW `URPLAN VIlW almved to exmed SB%.DSe A mgk nzlenI zlpm A—CDSom of lktarrce C,15 be1D to mMd Into me abewalk aver a norCDnbl B TYPE BINDLE DIRECTION A TYK 11IN ILE GIREDTON a g.Cum Ramps and La°Il Anal recNve A I,—BDkn.SBA&Mawr! Spa4tcatbm B-la. 10.PeOGSrrlad Cum may OR omxb0 N ON grouts 1—At Me Cad of Me DETECTABLE RNING SURFACE.P MAA E n• R RACE BREatx eR N01E E H01F RARE aRux am Ramp sows LerMIDg wil w aI Me Aame elexalgD aA Iw cxb UL UN Ramp w LaMMg and Mere x1 nol w mateOM to reialn. Q P D�+� C.UN FE xO1E.1 YAN LEGEND WASH` ��I $X Ewt�E 9EE NOTE EE NOTE aSEE PE M EITxER DMacTDx BAN a** jBR P ADWAv E IB-*P�B * ** NO * I Ra OR Z CIBC 131 OR FITTER RECOMMENDED cw RAMP—+� ''€ —DMo SEPRE111 R.nl A.1Ata cunB RANp ''€ Lwaxo \ CURB RANP ** sEE xmE, RlnnxTFOR o,�Sn,E nu IIECTION O tECTIDN '0 ogx7ACT wwx0 INSIOE RAau DE wuxwAn �j/'n126 CON TRAc ION IaxT EPUAIN—uv aPAcaD A m MIN DC.ET.C PAN LwT TnE&HOLE UF[cNCIE B CUR Li RAIF CETEC7A t IINCPAMVp nTA11DARD PIAx PEDESTRIAN tuneA..NAT SINGLE DIRECTION GUM,CEPAES BE xoTEa CURB RAMP STANDARD PLAN F-40.16-03 VANY IBOMETRID YIEw ISOMETRIC VIEW TYPE SINGLE DIRECTION A O ttPE SINGLE DIRECTION B ,a Q PAY LIMB DETAIL C PAY LIMIT 0 co m WSDOT STANDARD DETAILS 0 N 1 SCALE: NTS w a � � r U Y w o a w� Q N �M O Y Q DESIGN: JOO DRAWN_ ATD CHECK: JPU JOB NO: 24374.20 DATE: 03/27/26 N Q H W M W N 0 Wo a J Z N m Q � M � Z Z N Q O 00 0_ rn p ZY < Z Q o : z 0 J N 0 Z Q Z LLI tD � I SHEFI C3.4 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C GNGINGGRING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 IIl I,>SL UiyD I TPN. 00482800001000 PARCEL A, ARLINGTON BLA# \ PLN 2012002 AF#201210225002 TELE RISER X2 _ _ _ _ - - - - - - - - - - ��,ST �. SUBJECT TO 10'WIDE ELEC. NEST EAST R/W 1 ESM'AFpO SNO.CO.PUD C4. SSIONAL CHAIN LINK FENCE I Z(SP� I SRS C4. SUBJECT TO SO'WIDE ELEC. _(N)QF� ________________________________ _______________Zb WAYPWR VL-----.a---- ( — — — 12 — - CO..PUD 9 0 r( /^ -�a '� 8�CO 8 38 CO 8 3 9 3 S 6 i------ 0 1 2 83 8 8 8 15 0 301 332�92 0PPRXIMPE h�h55 i PWR VLT 4.6'SQ. # __ --- N88°51'23"E 234.77' 0�6 �� 5 6 6-- gAFa;999osuo36 31 a Asa N88 51'23'E 896.2T �107007296-1999) c3# - - ---- ------ — I�RY. I_ ____ __325_ _3g6_J_9a63_� % N88 5 3 E 194.74 cv -323.76' r ¢tea _ _ ---- __ cv --°- -° 7 e - d—�---_'---- ��r�i,,341.32 4 � } � �0.08 i I � I , G � � 1.32' ' ---------- ----------- M II 1 __ - 'm°'�o LEI I'il ll la'�i'rn r� -( P ° R. Fit�3 gel I j GM [I,PPRI o7z96-1 , I J �_-- .2"MPE IP I I I LJ r�r ___________________________ �I i�l i�l ICI icol u°I Icol ILOI Icoi ape—FYx�4j, I I MANHOLE r 99`O-� I 8 e' TR■ ��L����� TG'e`I'I I X4 ° APPR%.U.G.I BOLLARD(TYP.) 219 PWROT /OTA TPN.31052900101700 Ij S01°18'22"E 70.42' PM10.0' I LOT3 Cs9; L L I =3 24' LOT 2, BLA1'` ` SF `a t75,Y65SF LOT AREAS: I[101 N01°O8'37"W II 27fi d20, 253 3 395-102589 \I _ 2a' ±226 116 SQFT I 2ss zss - - - I m za8.18 _ co L40] ISLE -,: AISLE [f0_2,, I 21_5', `2>; 251 256 285 3 4 I O v=i ISLE '�i - ���r--, ± No11 5SF - -- -- -_ - FLAGPOL � � ', i r__ [37, i�� L40]r.�—'ir54� i 1 r7_, J03 8'9� I I I 214 � 2� 25� 284 3 5 in lieLOT e l r-= 5 19 ACRES II °(TYP.� L_ , __ `41, r56, r7 � _____ ___-__-__- IN88-41.38"E � BLA I_ [36] L5 5104 t92,95 212 ,24 249 [0�' 1 __ �h �7_48 24_8 259 282,, 12 I alo ( I L35, �42� ',57] 1 _ P[705 J__, +.\ 1_ I I^I I i ' _ N88°41'38"E [21 r 25 [08 N O I I v 9 1 L43' -, ' r__ J4 ill 0.50' 28, !"i]) 9 wh o a r- , 7 1 1 is - _ I 2�0 '[26 z4� 2so,, [09 �Q 95-102589 a -- 33 46' L m r--) I J " -- -- -- -- Va^I i L-_-, - r7 r-- r-, [150 - ' I I - -- -- _ _ _ L � 58, �- .1 �06 I � •"=32&=' -- I r ------------------------ �[28 245 262 i�9,, I a I � I I n�a C_4] 32 1 RJ07 [7_20 L_5 JI —J 209 1_0 O V ' r to 20_8', [ 1 i, � r �59 151 b L 7_, __ r 21' 93 l J5 24'1 --g4r-- _ [2 SIN I _ N �I L17' L30j\ r46J �60� 7 ,; r131 24' __ ,J 1 — a- — ------ i 20� AISL :� � AISLE _oP�,_ Q�o O 19 �h N I ° w L753 L__ r i_ � I � 1 i I I L12� ri47, ] � i�J 08 i 1_2L 24' J39 � _ _-__ _ 244 �il� Q N � AISLE [i_40 AISLE __ _ e$' I, +--, 4 27� _7_2 195 I�i 20fi ,30, 24_3] 26, _ �2 LANE DIVIDER in x �62' [7 ]: [70 [122 �32 —'�r-- - I 181]'d I [14] [29] L48] - L14� J54 [76� 24' p.[768 - I N01°18'22"W i _74 I - -- 8_] [i_i_, [733 r__ NIHIL6V/. 2Q�-' LINES _L ie I i [1_5, [28]' [49] - ri [755 [16fi ;AISLE 147.ST R[i_9_6 32 4� 266', Z I Lq6� L27,1 rL64] 8-':I [1_i f I'''i 24 [i_42 J 9 1 82'CS .04 I -, SQ I Q ___,I CP [5-0-] -- r--, , J_43 [7_SE Li`9A I [783 24 203 __ __ L� } i65] [i_72 [fi25 24' '[33,, 240 26� 74 _16 l I -1 I [77] 26� L51, - 68_, . [i 3� [75 [764: `777 _ [78 [794 AISLE W I'I [744 -- _- i170] AISLE '"-9 3 -- 317, '33 4 239 268 273 J I I L18, [25] I I -- 318 1 i is DESIGN: JCO PLAZASIGN [24] --' I 1�5=. [789 [19 'i �I -- [-- J 15 - s9_ ]7�]_ i ° —� I -- [36 ° 23� 27d, 27; 3_i9 N88°51'23"E 184.73' IEDALLION HO1EL" II , r�9J L23, x ,� Ir8_, ,� �[2_8,, J4fi \,� �, , - -°__ ° ___°_ •� r , __ --_— —_ —_ - - . - � r g � �+ DRAWN ATD r [799 200 hW ,20] , [138 i "?' i L1— I [18fi ;��i�p [19 dl \�I _ 'xl RISER&PEDESRAL ' _ "' ` - [' [ _" [173 [774,� — _— _ — - - - 10.0' _ ATED UNDER GN r 1, #Cb� 86, 9�. J47. Y itT^ 161 =0_ CHECK: JPU 2 - $� L `l_ T _ ___-_ 2'MPEIP3 .SD�°G'7.24••W [22] r -- ss------- ---ems - -- ------ - --- --- 3zr `l L—°—, °—g .fi3 ,_ �7 JOB NO: 24374.20 IEBAR&LS CAp Q — — PWR VLT 2.8'S ---- i —— -- -- 3F�F- Qs e--. _ ss4 I ' I Lam— ---- r-- _ _ _ 'LS lads" J —_----- ---4 -� - -- — — - ,r -- -- - -- --- -- 3/27/2 _ _ �L._ ss �� r� 930.02' � �.�- �'�r `. oarE O 6 i0"E,0.96'FROM �,1_-_�_ •�T cALc'D coFlk.ROIIA -- 211.91'--.--- T y 1 I , S88°51'23" 5 .90'.x' �J zss8 57'zg'w 46 -- 2759 1MI 10 1 --- v ----7 -U -� ------ _____ sue__kr, 5054 i -J------- ---- ----- - --------- -------------------- -024 .O'AF# 9910210455 \ 1ii.963 - r3 a12221—� o APPRX.1-1/4"d,lIbuNE12ND REB 12 12q I F AR&LS CAP I \� / 2a43 2 21 - WEST END OF 30'SEWER ESMT °Ls 12716" REC#199910210488 LOT 2 SP#00-019-SP AF# �20009065003 / U N P LATTE D I I° LOT 1 SP#00-019-SP, AF# i° " ►� I-020 I Z I Q OVERALL WATER AND SEWER PLAN © w o CL 1 SCALE: 1"=40' � > 40 0 20 40 80 J N m Ld o z '� N Q000 �''� a am N z } Q Ye Z O m Z J Q J N Q Q O Z w W w (D � > a Q O SHEET: C 4.1 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C II / �o16 Oil 65 66 68 69A�1 1099906110360 �11� � � � N88°51'23"E 896.27' APPRX.2"MPE IP �� � ��J — — (107007296 1999) ENGINEERING SUITE _ DMONDS WA HINGTON 9802 323 -— °—, P °°— ° ` ��^yyy�����^ PHONE (425) 778 8500 e.--•-- P 231.19'-• _ I —°--° —°—>—°_�1 R — _- _ �Y�oY sq) FA% (425) 778-5536 I� ---- --- - - - -- ------ ---------------------------------------------------- . --- -------------- IIooI - - J -98j TPN. 31052900101700 '---)jCFM R 9 9 � LOT 3 I LOT 2 +54,986SF I 'zoo' +78, 165SF LOT AREAS: I 9.� — L-----J 3 ---- N010 " I 4I>L A 241 I ---- !� \___ 24' f1=01, 248. 0$37 W ±226,116 SQFT ! °F.°Sa �. l� L--4 F-38,1 -39, 24 L 5 g AISLE L102; I a -5 AISLE -----J ---- a ,� _; iF—ii -----, ISLE r54, x-7oi F4 -- 103 ±5.19 ACRES N01 1822 W �r � ----- 40; L-----J ---- --1 I 92 s =LAGPOLE ! r ,I ''37; , .I _ \ �r-71� 5' 6 --, r-----, -04;, _�� -----J -----, 41 (TYP.) 36 L--=1=, 55 -_--- J ----- I ------- - -- ---------- ------ ------------- - -------J N4 I o�iriw --7-, -----J e --- 7211 ---- 42 --------------------------- - -- --- �I 11 L_-�-J ' , I L_-___J q74 /I 5 6 J ------ - ---- ---- L05j 0 5( 3; 741 I -----, -----,---- I 10 6' 1.18;5__8 ----t -----J i -- EJB 59 J __-- -- ; 1 ' I 1 1 r-----, F O '1 2 2' ram— --- n ==2 - -- --P r I L-----J r- ,i ' r-----J L-----J i f---- 11 -----J 7 I I 4 6 ' 6 0 I 7/� I �"'L----J L 1---�J 13 I 3�--- I�- 7 -- -�----- --- r---- `� ------- I -7, Lo ' 15 -12 L-----J ---- -----J L----J ----- ----- -r fl --- 61 7 I 08 41 3 3 153 --- PJ%5 ; -----J -----, 4 7 ��JS 24 o L-----J 30; -- 2 ----L ---- - w ---- _ �I• 10 ;'f—�' ----,I L-----J AISLE --- ---L \ 1.81J2� r---- AISLE 132 140 in -�41 2g �I 48 6.2__ -----, __ - 7✓�' � F ---- J ' 141 154 16.7 241 168; I M L-----J -- L---- -----J -- - n z o ---� 1 2.�J -., r-----, r , o a ►n 15 28;, 155' 166' i AISLE - -4 g,I 6 3; --- J I ---- J I,� -----J ---- o ---- -- -----J - 142 -----J -----J _ _ _ e r-----, \F----t,l - , �, R- ni -----, -----, 64 81 11-1,I ---- Q--,�(/� 2 7 L_____J �L__-- J L-__ L L J 134' r_____l r_-___r 11 L1 82;V N Z 16_, J' CQ 50 -- -J 143 �56_, 165, L----y -----, A_-__ -----,' -65, -8 -12� ?,25' --- , -----J -----, -�� 1_ � 183 Q N -�-7, 26 -----, ---- -- -----� = 3� -----, -----, ----,I 1 701 --- ---- o m L-- 51 ! 144 157 164 ! ----J -_---, ---- ----- r-r---, 136 �- __ __ �° 25 'I L____-�J 1 �__ I_=__ -��, L_____l IL___-_J f_____, L1 76J r , L-----J e 52 -- 7] 41 I J-14 1'27; 58 - ---- L9 8 \5 PLAZA SIGN -----, f24; ! ,- r=; ,r8= ;_____ i -- „ 159; 1 ----•----L1-7.23 ° t�7s• T L14J _ _____ LION HOTEL" j 19, _ J 85 ' 1.1.7 y �28J 146j �180; 186 DESIGN: �co 23 0 ___�J , 138' & PEDESTAL -----J "' -- 1_i �, 'll ---- --- PU 20,1 86 147; '^s -- ATo DRAWN 2�- CO r --�, =-L —_-_—d� =ss CHECK: J20 UNDER SIGN L _ roe No: z4s�4.zo r-----� _ ------- - �. - - ss s LOB' I r- ss :; «.rt. ss—s—ss ss---- — ---�---- -ss ---~ ---- ------- ------- ------ ----/-278L 03/27/26 122 ' � __ , � • & LS CAP -----J I I L 137 LF^8 PVC @ 0.4 -------------------- ----- - 0.49. PROFILE DATE r---- ------------ I�� 278 LF'8"PVC @ 0.4% 4 I I 2 c SEWER LS14490" ;�; fir,"aw.,,,.,,. 1 - - -------- ----- PWRVLT2.8 ).96' FROM �l w -I-_ y L----- 309.96' ------ y Lc'D COR. i , — 211.91' . _ _ _ ---- -- -- -- -- o -12- — - -- - 2759 S88 51'23"W 1051.90' _._._._._. ._. . .- - --------.---.-.-.-.-.-.-. .- .-.-.-.-.--._16 .6 5054 c 2 2 MB - 121.965 .0 AF# 199910210455 _ I1Ir1II , I - 1 -Q 2_T Z A-rc Q LOT 2 &3 WATER AND SEWER PLAN © w >o 1 SCALE: 1"=20' � 2'0 0 10 20 40 J N m W o z N Q 0 0 W a rn N MANHOLE SCHEDULE Z w 3 M p MARK TYPE RIM ELEV INV ELEV NOTES Y Z FLATTOP Z O p� Q 48"MH 122.65 (8"E):117.20 1 2 3 O M Z C4. C4.4 C4.4 J N 0 ^' FLATTOP J Q (8"W):116.76 Q Z 48"MH 122.14 (8"E):116.66 1 2 3 C4.4 C4.4 C4.4 w (DO (8"w):115.65 Q J y EXISTING MH 121.79 E):115.55 (8"S):115.60 SHEET: IS"NW):115.60 C4.2 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C •, (. l-iHIN LINK rtivl.t AF# 199906110360 2.6' (N) OFRGNGINiGRING " , � _ 66 �8� CO a3 3381 CO �g2 �$ �8��$ 3a6 lt - --���, --15_ N88 51 23 E 234.77' - - ---L---- DS ONDS,(425)WASH GTON 9 020 PWR VLT 4.6 SQ. --- 3 " PHONE (425) 778-8500 �_ �-- - - -- — --- ——— ——— . — — — — — ___ - FAX (425) 778-5536 -- — 341.32' __----- N88°51'23"E 194.74' — 40.03' T --- . . . . . ------------- �. V _ -- rG r � ___---------- I Il . ------- APPRX 2"MPE IP -1999)(107007296 � 6 � -` Sp MANHOLE GM I I ;2 9 �-0 X4 _ _ APPRX.U.G. -- 1 -0 2 2 RCII I r -- -, ARID TYP. PwR ( ) 1�', L219J . I I L-- -J �,�L UND - T - 4 F WA, ° ., -----, -- LOT 2 BLA ,�S01 18 22 E 70.42 PM 21 _J L3 _1; Lo � x3 21 7 24 3 _2, , a. 28T AISLE -- --, L_-___J r , L__ J 2 6 ---- r-----, --- 9 5-10 2 5 8 9 ��+n` � J_____J ST r----, 215r' p21 252' 255' 286 3 _4, - - - - - - - - b L-__-_J L_____J 05�7/IZE L_____J L_____J L _ J (/�Jam')�) Q r_____l ,. L�� 29 41 22, --- , 256' 285' - -- , l o B 22 W 'J2___J 25 1; 3 5 9.25' --, I - --, ---- 25 7 284 =--, --- L_____J L__-__J LO N88°41'38"E +92 965 SF 213 ! 23 25OJ 306; ' j - Lf Z �24 249 258' 283' -- ��NW41'38"E14.00 -----J -----J -----J -----J -----J oz, LOT 1, BLA ,�•�' r-----, r-----, r-----� r� r 21] 25; 2__48; 259, 282j [08j 1 N O 21.0 26L 247 09; _� 95 102589 L_____J ------------------------------------ --- � r ----, r-----, r-----, r-----, - - 209; !'L27 246; I.261 280 -�-� N <</)�� o r-----, r--- , r-----, \C vO 1 —0 1 z w v 28, -- 2.08 2__45 262' ' 279' ----� ~ L J24 r----- L J L d J ;'-r b------------� r— ---- ---- -- ----- 1 ( -- _ _ ;' --------- 2__Q7 AISLE] j'IL e29 2 AISLE L ' -- o 2$----U�' tl r-----, , , r-----, r ----�i r-4-, r-----, 2 7� 1 3, r R� o d _ 206' 4' 2.63 w -----J L ---- - 0 0 30 243 r-- n195 , --- ====J 264; ---- r ----, ��- LANE DIVIDER II w 1.81;' r•'L____ J L_ J N01 18'22"W -----, 147.87' r ---- 205; 231 242; 265 v L276; =14J 6 �3,SC�1 LINES ---- o .�HiLtsv� r196 ---- 221 66275 2 �82-e 1 f --, - r-----, r-----� r-----, r-----, r-----, J` 24' 240 26T Vol M 24' 187 194 L2--D3 233J --- J L /I. ---- -----J L-----� AISLE AISLE ,.�" r_____, ____ r ____ , yyy , DESIGN: JCO 4; _ —'F---- , -- i 19.7 2__02; 34; L239 268 L273 31.7 33 _ 188' 193 �z2--- ja DRAWN ATD ,, r---- , - L- - - - ,.r' r , r-----, r--�g, r2 72i O n . 79J '. -- 198�' 201� 35 238' 2 �31.8' ` >> L i L J r_____r L J L -O, r___—_, , „ / > 0_ CHECK: JPU �85J 189 ?g_2_� --� 271 N88°51 23 E 184.73' z Ip, I JOB �\I r_____, _____ ____ _____ --- - 180, 186 ` ` �90 191 - -- 23 7� �' � 1 �� I 1.99; 200J -- os/27/is I ----- L-----J -- -- OI . DATE N i .. -- , , , ' 1 SS ss 55 ss - __,__ _� _ .____. _ _ W — r _ _55 -- C I I MPE IP V . . � 01°0�'24" I K 1 278 LF_8 PVC @0.4% -3�"� ��� /�� .a�..�9��.E,." w,999,•,� � ------ ____ ___________________._e_ 4 ` e ` ------------------•-- - ----'— ---__.____ ____.___ _ _ Ew.a 30 0 I —L__-._ r----- - -�-}- -- — - -- \ Wz2n88° '2 " Rs °�1'73"W 1( 51.90' 40,�RX Z Q LOT 1 WATER AND SEWER PLANCL N J 1 SCALE: 1"=20' > 20 0 10 20 40 5 J N m W � Z M N Q O 0 W a am N MANHOLE SCHEDULE z w Q p MARK TYPE RIM ELEV INV ELEV NOTES Y Z FLATTOP Z O Q ❑1 48"MH 122.65 (8"E):117.20 1 2 3 O m Z ca. ca.a ca.a J N 0 FLATTOP J QIT O W (8"W):116.76 Q Z 48"MH 122.14 (g"E):116.66 1 2 3 C4.4 C4.4 C4.4 w (D 0: O Q (8°w):115.65 Q J y EXISTING MH 121.79 (8�.E):111.11 (8"S):115.60 SHEET: (8"N W):115.60 C4.3 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C ENGINEERING 3/4•CIA LIFT HOLE AN 250 4TH AVE. S., SUITE 200 1.MANHOLES TO BE CONSTRUCTED IN ACCORDMCE WITH 7.FOR DEPTHS OVER 25'MANHOLE BASE SUB DESIGN 1/2.THICK WEBS LOCKING HOLE(TYP)3 PEACES AASHTO M-199(ASTM C 478)UNLESS OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. 3/4•RADIUS 3/8•HIGH CLEATS-0 ON WASHINGTON 98020 8 PIACES ON PUNS OR NOTED IN STANDARD SPECIFICATIONS. PHONE (425) 778-8500 ILlTER$ 2.AL REINFORCED CASE IN PLACE A LE CONCRETE SNL BE B.ALL INTERIOR AND EXTERIOR JgNiS TO BE GROUTED (SEE GROUT M AND EACH GROUP TO BE V2• FAX (425) 778-5536 CUSS MOOS.NON-REINFORCED CONCRETE C CHANNEL THICK MINIMUM ANO 3•EACH 510E OF JOINT MINIMUM. • 3•RASED LETTERS AND SHELF SHALL�CLASS 3000.N1 PRECAST TREY OUST BE INSPECTED PRIOR TO BACKFILL CONCRETE SHAL BE CLASS 4000. 9.CORE GRILLING ONLY,-N-EA- KNOCKOUTS WILL l[LRaG DA 2-5/16•lYP 3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS. BOOTS BE ALLOWED.KON-N-SEA FACTOR/INSTALLED "l BAR A A 4.ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM BOOiS ARE ALLOWED. 0 STEEL YIELD STRENGTH OF 60,000 PSI AND BE PLACED N THE lO.MANHgLR 5'-Y DEEP MUST BE MT TOPS. 3-1/2 UPPER HALF OF THE BASE WITH 1•MINIMUM CLEARANCE. 3/4•RIBS S.CUTOUT HOLE SIZE IS DIAMETER TO PIPE OUTER 1{•-18 6 PLACES DVN LE PLUS 1-1 /2. MANHOLE WALL RING AND CODER THICKNESS.MA%IMUN SEE SS-0}0 PIPE SIZE IS 12•FOR i 46•IMNHOI_24•FOR \�ADJUSIIIENT SECTION DIA 'm AR 12• MNIMUM DISTANCTEEL BETWEEN HOLES IS 8•(MEASURED ON THEINSIDE OF THEMANHOLE). PRECAST CONE OF W;1-3/4 HOR PADS RJYW A (ECCENTRIC UNLESS 6.MANHOLE SIZE OTHERWISE SPECIFIED) •X 2• DEPENDS OH SIZES,LOCATION AND 7/BbA HOLE 27_3/4• NUMBERS OF HOLES POLYPROPYLENE FOR PIPES.MANHOLE STEPS PER SS-050 5/8• 26-1/2• n \ DESIGN HALL7741 S BE APPROVED S��ISTER�c,♦ t/e' 26-1/4' n TµiHc MANS D BY SEE NOTE 8 `rIONAL 1/2'DIA.%3" 23-3/4• SUPPUER. I PRECAST RISER GALVANIZED SECfgNS OV 211 ZE ANCHOR BOL-S p b r 3/4 E MAX.HOLE SIZE 6 12'24' I�'. �� FOR 48•MANHOLE 2{• GROAT yD SS-pop FOR NOTES YANNOLE. SEE NOTES: 1 7/8 ( SLOPE-1/2/F ( P 7/8• NOTES 5 h 6 ABOVE) t STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PIASTIC CONFORMING T0: 5• 24• 5• Y4 ;•7, CONSTRUCT E CROW AND Y5 �'•� SHELF TO THE CROWN OF THE PIPE (A) ASTM C 478 AND AASHTO M-199,MINIMUM HORIZONTAL LOAD SHALL BE 1500 Los. }6 7' Pff �,J( REINFORCING STEEL(FOR PRECAST (8) ASTM A615 GRADE 60(REINFORCING STEEL BAR). SECTION A•A Ns1oE BASE WITH INTEGRAL RISER)0.15 SO IN/FT IN EACH DIRECTION FOR 4C (C) POLYPROPYLENE CONFORMS TO D-4101. MORTAR FILLET DIA 0.O SO IH/FT G EACH {'• DIRECTION FOR 54•DIA. 2.MANHOLE STEPS SHALL HAVE MOLDED SAFETY HAND GRIP.RED REFLECTORS ARE REQUIRED. PRECAST BASE WRAP 1. MANHOLE RINGS SHALL INTEGRAL RISER BE GRAY IRON CONFORMING TO THE REQUIREMENTS OF AASHTO M 105,GRADE 30B U'• •yA' CRUSHED SURFACING BASE COURSE 3.ALL FABRICATION DIMENSIONS INDICATED ARE MINIMUM. 48•DLA-C "T' 6•MIN.DEPTH COMPACTED TO MIN. 2. MANHOLE COVER TO BE DUCTILE IRON CONFORMING TO ASTM A536,GR 80-55-06 OLYMPIC FOUNDARY PAN' 54•DA_B• -pJ_951 OF STANDARD DENSITY z GO 4.THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR SHAH BE NO.MH30 OR APPROVED EQUAL f O CAST MONOLITHICALLY.MINIMUM COVER SHALL BE 3/16-INCH. 3. LOCKING COVER TO BE USED IN ALL LOCATIONS.THE LID SHALL BE LOCKED DOWN WITH 3-5/8•S.` SEPARATE CAST IN PLACE BASE W 5.STEPS SHALL BE SPACED AT 12 INCHES. SOCKET HEAD CAP SCREWS. OR SEPARATE PRECAST BASE a OC H 6.UDDER SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED MANUFACTURERS RECOMMENDED {. RING AND COVER SWILL BE TESTED FOR ACCURACY OF FIT AND SMALL BE MARKED IN SETS FOR DELIVLH 0.23 SO STEEL(FOR SEPARATE BASE ONLY) (J 0.W SO IN/FT IN EACH DIRECTION FOR 46'DN OC PROCEDURES. 5. ALL CASTINGS TO HAVE A BITUMINOUS COATING. 0.30 Sp IN/R IN EACH DIRECTION FOR 54'DU W W o a D�AM'1�Lf OT PU G WORE STANDARD�, `ty O YEl.N w D�ARTYAIT OT POBItC W.m ny�ARD DE 71 3SY O Mw W w DVARI'R®YT BY PVIHJC TORE STANDARD DETn .mnM STANDARD DETAIL (UMBER G Nml STANDARD DETAIL NUMBER .ml+. STANDARD DETAIL NUMBER f® MANHOLE LADDER SS-040 �P® MANHOLE COVER SS-030 �p®; MANHOLE TYPE I SS-010 Q N 4h/Ot �h/0 �lNQ't o m O CITY OF ARLINGTON STANDARD DETAIL CITY OF ARLINGTON STANDARD DETAIL CITY OF ARLINGTON STANDARD DETAIL Y 1 SCALE: NTS SCALE: NTS RJ SCALE: NTS Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 24374.20 DATE: 03/27/26 —I I IL }e \\ __ __ _ ____o—___e____e____o— _o—___e----e— -- / III i 1/ 1-1 // V W • L------- I \J ' Y I • T.. — _ ter— SS SS _._ i �✓—SS SS�✓—SS S ---- — — --- --- �✓-SS SS SS SS SS 55 --- -- ----- ---- - r 12-2 / I ' - •----•--- --- — ----- > Y� N W ,La /) 125 -125 Z Z N W V . FINISHED GRADE EXISTING GRADE _ < ID 00 ,^ a rn V7 _ EXISTING 4"WATER EXISTING 6"WATER Z } j 0 Z Q � F_8 PVC 0.4%. . . J N 0 115- — 115 Z J Q Z W Q Q _ s ^ J Q W WATER PROFILE SHEET: 4 SCALE: HORIZ:1"=20',VERT:1"=5' C4.4 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C GNGINGGRING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 IIl I,1SL UiyD I TPN. 00482800001000 PARCEL A, ARLINGTON BLA# \ a PLN 2012002 AF#201210225002 TELE RISER K2 _ _ — — — — — — ��;STEaa�, SUBJECT TO 10'WIDE ELEC. NEST EAST R/W ESM'T TO SNO.CO.PUD j srIONAL AFR 199906110360 CHAIN LINK FENCE 1(SP) I SR5 SUBJECT TOIO'WIDEELEC. 2.6'(N)OFIt 05/29/26 WAY -PWR VL-----.a----- - - - - - - - • OPUD 3519351°351 d d55 PWR VLT 4�6'SQ. - -:a �� i--81 CO ao 381 CO 81363 96 36 366 15 d co N88°51'23'E 896.2T APPRX.2"MPE IP 3 3 --�za`-- Nsa°sr23"E 23a.7T IDRY. I 30160�1--__-505 3166 316 36#311999906101036 311 � 11oToon96-1999) # - _ - ---- - __ _- N88°51'23"E 194.74' 40.08' ESM T T 9 8 9 1 _. - ----- 231.19-° cv -323.76'_—r r v ¢Tz a ------ - � cv 34---- ,�I I / ) $A� �I ICI�I of of r R r �.y x r, aYx Y a--> a a GM r I s rl GM - - ---- BOLLARD TYP. a' J LJ LJ LJ L>; R [APPRX.2"MPE IP n 1-T I � GoY4 � U. m 29� 296-199`O-C6�_ i�i.oi,col MANHOLE ° aPPRx.u.G. `-OT I �FMR /Of� /0T A TPN.31052900101700 li $01°18'22"E 70.42' ( PMP�o.o' L r L X3 24' LOT 2, BLA! C7] Cioo ±78,165SF LOT AREAS: I SF `JL1o, _ L 53 3 395-102589 ) [3] I N01°08'37"W ' ! 27fi r 20, 254 28� _ - 24' 226 116 SQFT Ss zss _ _ - m 24� ' r� 248.18' T 21_5', [3 252 3 4 AISLE �38, d �39] �-` ,! -,: AISLE 02 liI L.. Z 5] Ir_ r ISLE „ �r ___ RESTRIPE(7)EXIST STALLS AS(5) +±5.19 ACRES N°1°1e'22� T 21; C2; �s; 25fi 285 3 5 � ^i � I o .., FLAGPOLE I I', , L6J r37 Ir41J r55� [71] IIp, �ADASTALL+(2)LOADINGSPACES 925' L0• r--, r--, , L_ .i� r40r r�--Ir54� � _7-, � _ r -, ____ _____________ - 213 23 L50, 25� 284 r- r56, i r- ; I - ------- +. 1- t92,965 SF r--, r--, 258 83 - n v w r__ L7 p.(a;._.I---1--------- N4.00' 38"E 21_2, L 24 249 r__, [0� I LOT 1 BLA r7_ I I J_48 _ [21 1 r 25; 24_8 259 282 [08 11N O 7 'g Iz 1D I , [34] L437 [57] , RESTRIPE(2)EXIST - Q I NIN w w v r-_� L44� J49 , 0.50' 28; - wI_ p d N [9; , , r--� `75 I I p. 18 r--, - - STALLS AS(1)ADA 210 I •i�26 24� 260 _ 09 95-102589 =I� r- _ EJB [45i L59'm, [7-�! I 19 1_51 b _��.. LOADING SPACE 209 I�2� 2 6 1� 54 J� r32, r__, r60, r__, I P•u_ I I -20 •_-=32&= r15� STALL+(11-__J L 0� �28 245 __ __262 i9 [ 11' dP� p�o -0 19 O �y#n�I°� N �..� g4r - QQ RW mcI 46, 7 I Il J w I r153 �__ 0 61] 7 ] L Rp 21', 24 3; J39 24 j0 \ 4, - 201 AISL 244 AISLE 26 278 °p Q ZI Q N AISLE [140 AISLE -- - sf' 1 5, 206 r 30 243 264 27� _7_� y2dl aiP o [7_] r10 [122 32 -'�r--, /�1\ 181]'d - _74 LANE DIVIDER o r48] - L14� J54 J-j 24' p.[768 " (( �) N01°18'22"W i $ 1 -- ri 3' "�L,/�/� 147.87' 205 Ir 31; 242 265 27E 3, Q LINES [28]' [49] [63, [8_] [i_i_r [733 [755 6 A1AISLE ' y o I - I Ip [i_42 - [182;'CS NIHIL6VA �4 I -, -15 Sp "I l I ► Z [16] [2T,!CP [64] 8_�" [1_i f `, 24 ,[734 r169 __ __ - __ 24' 9 32 41, 266 275 _16Vol1 6 2 -, U--43 r170] `1 dl� AISLE 203 'i 33', 240 267�, 274 317 �I 3 O x ' _ [50] -- a- [7_SE [165 A•r--� ? 24' r I } r [65] �8_]; [i_7$ [fi25 [73� J77 [783 [78 [794 AISLEI lal'I 144 _ 202 Ir 34 239 268 273 5 JJ -_--_ II L18, ' L52J [66e i8_; [713 [71�6 [758 [763 [i_7; r--, F@4 [788 [79, �:'-�V�--, 1 i - DESIGN: JCO [25] - [736 L17fi -- �� [i , 4179 272 318 - PLAZASIGN ` j r -, r6 ) - r - r r14fi �i&?I' [19 ', - 1 I P2T, IEDALLION HOTEL" I r24� e r , ILA_ 114 r 8 I_- -- °ti `�r159_ --]7,�.]_ 7 .,r�--°--� 1 [799 200 1 �I _36 23T 1 27d 27� 3_1_9 N88°51'23"E 184.73' ID, r �23] x' L �Q r - 1 rC , _ -_ - DRAWN ATD 20] J 15 2 , [780 RISER&PEDESTAL I, `38 r147 ri'6Q 161 ° [173 [7 74 ! -_ _ _ _- - - _ _6 - --- __ 20.0'I,r ATED UNDER SIGN y1 ` - 1_ _ 5_ "� 30 n v Ip I CHECK: JPU t 4 s5 ASS -55- -SS _2 MPE iPY o a SOS 7'u�W" [22] ss ---- __ ----- -- ------ ----- T -- - --- ,3zr _-�- �„C " _L I JOB NO: 24374.20 IEBAR&LS CAP I 2 _ 2/ "'� ___- 2 _ - -- - 30. I O — — —— —_ _ _ 1 r "LS 14490" PWR VLT 2.8SQ. ^J_,_ r 2 - -- ---- - 530.02 2 �•� � � `• 1F- DATE: 03/27/26 i0"E,0.96'FROM ��-- � --- J L -- - -��309.96' --- �oo=e2T \ -- -0. cALc'D coR. _ _211.91___ _ __ _ 2759 - $$$°$1'23"W 1051.90'-0 2 2 MONUMENT SIGN 40'R� 176`5- se kr, 5054 �J _ 3 3 Is 3 + 1 TO_kBE REMOVED 1 1q6 AF# 9910210455 MB 121.965 3 3 6d-ti6 "1-2( 9 1024 4 TRAFFIC ARROWS 1 -` _ —< o -. 1 121 111 11 12� 11 , LNPPRX.1-1/4"OWINE s o 116 °116 Q12 1 11 t1 •�i 2 SLIDE GATE_,.�?d2 1- �-' --_. I I �e 1 FND REBAR&LS CAP 2443 2 - WEST END OF 30'SEWER ESMT 3 "LS 12716" I" / REC#199910210488 STREET SIGNS LOT 2, SP#00-019-SP, AF# UNPLATTED 20009065003 LOT 1 SP#00-019-SP, AF# Z i` ►� 1-020 I W W OVERALL SITE IMPROVEMENT PLAN © w o > 1 > p SCALE: 1"=40' 40 0 20 40 80 N m w ,^ J SIGN LEGEND: Z z N i w 11 Q o 00 a rn W W R6-1(R) Fa-7 z Y 3:: V / I 20 RIGHT WAY DEDICATED a CONVEYED T TO THE CITY OF 0 m J Z 8 20.02' _ ARLINGTON UPON RECORDING OF R�— Q Z _ THE BINDING SITE PLAN(t713SF) WORK DETAILS. M (n 0 Q Q ------- - I II 'J 1 i vtOED J H _------ 30 R° ()STOP(RIG TSIGN TO'INCLUDE 'ONE WAY J Q 0 � Z <- u' R6-3o 4 W6-3 SIGNAGE UPON ExISTING PARKING LOT Q z_ e - v�°i HICONAY AREA J \W\ Q -" I.N ( •KEEP RIGHT•SIGNAGE TO BE PLACED L j (p � / ————— —— —_ I� - AT ENTERING LANE OF EASTBOUND Q O ^ re LL 0 Z N T•-"- -- ---SO' AND WESTBOUND APPROACH r • I t. \5 .02' 20.07 � OP AECE ALONG SOUTNWAY(LEFT)- L SIrIDE°OF°DRIVE ---r -- - AISLE IN PLANTER AREA SHEET: 48'51.23'W `' O• TWO WAY'SIGNAGE TO BE PLACE j ! �I OAF 1tAr R6-1(L) RS-1A ALONF°WEST SIDE DRIVE AISLE OF LOT 3 IN PLANTER AREA. A6 40 �R� D5ALONGGNORTH SIGNAGE I OF TO BEE PLACE IN PLANTER AREA C5.1 J ROW DETAIL SIGN LEGEND 2 SCALE: 1"=20' © S SCALE: NTS 20 0 10 20 40 NE 1 /4, SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. C C ENGINEERING 250 4TH AVE. S., SUITE 200 LL EDMONDS, WASHINGTON 98020 x PHONE (425) 778-8500 FAX (425) 778-5536 D_ 9 ------------------------------------------------------------------------------------------------------ ---- ---- ------- -- - ------------------------ Y°QT24"EY37330--- ---------- ----------------------------- - _ 35 MPH STOPPING SIGHT DISTANCE=250'--- -4B"SOF ____ BEARINGS �' - ----- --- 607'24"E 2649.85'(M) - -� — - - -- - -- - - _. 1° '2 E �- -�< (110dN89) - --- 82'(R�3,649 89'(f�2)- - - --- _ ._. _ N D� _ _ - 4 of xnsa -- dl Ah1S,4�J_ - ----- 35MPHSTOPPINGSIGHTDISTAN 50' `--'-' --- ___ �__ _ -------------- s. --- I7741 STER� Ol I , I ---- I I --- 03/7//?b _ -----------_ w __ MONUMENTSIGN / ` a �y 00 TO BE REMOVED J K i I Z' OINT A 00 Lf1 6� Z �O O O g o o� r-i0 6 N Q M co C14 O O Ln -P ',R N �J •�' Q co co co ^� U.I O s Q W I - - _ -1 %�� I z � � QO N coLf) d s �, : " �O N z od O m cV (V O Q o O II Q w� J a Z O I w _ O cv O L� d � _ J O f V 1, O z a I. — — .9L' Z M..tiZ.e 6 a DES �co 00 . 9s Id T L L Y — j fV Q - O DRAWN: ATD {---- - CHECK: JPU j N ���� °�f O lc i Zf ir"li IN i"N id�i i�i i�i i�i i�i i�i i0i i�i�_imaN;�-, iL"m: L�,- o I W JOB NO: 24374.20 O m O •4' �N'��������'LN LN Lam'L'"� z I DATE: 03�27�26 O w 0 Z U I= nl �I u -7mp SIGHT TRIANGLE PLAN 1 SCALE: 1"=30' 30 0 15 30 60 W � Z 1 Q j J J N m CL M m Z N W Q O 00 J a am O Z Y 3 Q zo Omz 11-- J N 0 H Q z 2 J �_ u W (p 0: SHEET: C5.2