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U LEGEND: <br /> CB(10147) <br /> RIM 524.03 <br /> 4-PVC IE 521,64(W) / -- PROPERTY LINE <br /> 4"PVC IE 521,63(W) <br /> 12"CONC IE 521.56(S) /•' <br /> 12"CONC IE 521.46(N) -'_'-----'--- SAWCUT <br /> FOUND PUNCH IN I-1/2" / ASPHALT PAVEMENT <br /> BRASS DISC IN CONCRETE / <br /> MONUMENT IN CASE, <br /> 0.5'BELOW RIM 000 CONCRETE PAVEMENT <br /> SSMH(10149) (7/14/21) <br /> RIM 527.74 -516 <br /> 6"PVC IE 517.70(W) /•• - CURB /CURB AND GUTTER <br /> 8"PVC IE IN(S) <br /> B"PVC IE OUT(N) CB(10150) C>41CV <br /> CTR CHANNEL 517.59 RIM 529.44 per+/ EL=EL=5_ <br /> RETAINING WALL <br /> 'r"J' 1 -1,74(S) <br /> / w) LANDSCAPING <br /> EXISTING VEHICLE (N) 0 <br /> j CURB ANDe CURB ANDe DISPLAY PAD TO REMAIN G / <br /> GUTTER C2.11 CURB ANDe CURB AND $ o <br /> GUTTER C2.11 GUTTER C2.11 <br /> 93.17'(R1&R2-HELD) FOUND 1/2l REBAR w/ lu GUTTER C2.11 IN� ° - -s2e__� <br /> cAP H&AI Ls zao7a" P Ar RETAINING WALL. E <br /> M) o.T BELow GRADE E f + SEE LANDSCAPEe <br /> oe N.0.1•x w.o' L-2.4 <br /> (7/20/2 PLANS(TYP) <br /> NOTES: <br /> C RB <br /> I - ,.. ��; <br /> 1 I I I 1 I ... .. ... U $ / <br /> ONSITE UGHT POLE(TYP). SEE 1 AND C2.11 1. SEE LANDSCAPE PLANS FOR PERIMETER FENCING RETAINING WALLS, <br /> ARCH PLANS FOR DETAILS GUTTER / TREES, AND LANDSCAPE DETAILS. <br /> ' 2. 2. SEE ARCHITECTURAL PLANS FOR DEMOLITION, SITE LAYOUT, <br /> CURB AND $ A, LT1 TO REMAIN T REPAIR C2.11 ON-SITE LIGHT POLES, SIGNAGE, PRIVACY WALL, AND <br /> $ CURB AND ONSITE LIGHT POLE. <br /> P \ , <br /> GUTTER C2,11 ,_ ANT NO s ONAL e __ SIDEWALK 9 ARCHITECTURAL DETAILS. <br /> TO EAST C2.11 .GUTTER SEE ARCH PLANS FOR / AND CURB <br /> - --- <br /> DETAILS(TYP) / AND GUTTER C2'11 3. ASPHALT PAVING SHALL BE PER GEOTECHNICAL REPORT BY <br /> + I I <br /> I TO NEAREST GEOENGINEERS, DATED MARCH 2022. HEAVY DUTY PAVEMENT TO <br /> 1 ` JOINT BE USED IN DRIVEWAYS AND MATERIAL DELIVERY AREAS ONLY, <br /> SAWCUT(TYP) I I - -- -- / i UNLESS NOTED OTHERWISE. SEE GEOTECHNICAL REPORT FOR <br /> _ -}-�` ASPHALT ADDITIONAL DETAILS. <br /> ASPHALT =sas.9'cB(10804 PAVEMENT ] <br /> ] wMN RIM s4s.3' PRIVACY WALL,SEE 4"WHITE PAINT 4. ALL CURB SHALL BE EXTRUDED ASPHALT CURB PER DETAIL 6, <br /> PAVEMENT CB(11005) PVC IE 543.04(N, _ ARCH PLANS FOR DETAIL STRIPE TYP0• PATCHING C2.11 <br /> PATCHING C2.11 RIM 544.03 ( ) SHEET C2.11 UNLESS NOTED OTHERWISE. <br /> " ilMbu PVC IE 542.57 <br /> :�N IE 54266(E) STEPS CPP IE 54237 <br /> (TYp) ELBOW 543 58 'ONC IE 542 20 0 EXISTING DRIVEWAY <br /> LANDSCAPING. SEE LANDSCAPE SD ssss" TO REMAIN(TYP) 9 <br /> PLANS FOR DETAIL(TYP) - °o' CITY STREET ` PROPOSED HARD SURFACES: <br /> _ a LIGHT POLE TO <br /> CURB $ � SEE STORM DRAINAGE REPORT FOR DETAILED BREAKDOWN OF DRAINAGE <br /> FFE-545- RETAINING 2 AND C211 REMAIN (TYP) AREAS AND PROPOSED MITIGATION. <br /> 0 WALL. SEE L 2.4 GUTTER <br /> 4"WHITE PAINT u I 6 EXTRUDED LANDSCAPEe TOTAL AREA: <br /> STRIPE(TYP) RIM s<s OF <br /> •srRUcruRE FULL of C2.11 CURB (TYP �. PLANS / 3.45 AC <br /> DIRT UNABLE TO ASBUILT TYP) <br /> ) <br /> ( - TPN:2805? 00300700 IE 54249(E) I Fi O ' <br /> CB(20667 4 EXISTING: <br /> RIM 545 N - a EX FDC 70 REMAIN 0 <br /> 0.07 AC PERVIOUS <br /> 6"PVC IE 544.43 -E)• ASPHAL C2.10 3.38 AC IMPERVIOUS <br /> 4' PVC FRAM C�(20601) 2 UPGRADED PYLON / PAVING 5 0.55 AC ROOF <br /> �I coNC- BLI SD-L DIRECTIONAL ARROW. SEE ARCH WHEEL STOP SIGN. SEE ARCH (TYP) �� <br /> I AND MORTAR WALL s - C2.10 C2.10 2.83 AC PARKING LOT (PGIS) <br /> - PLANS FOR DETAILS(TYP) (TYP) PLANS FOR <br /> DETAILS PROPOSED: <br /> \ <br /> VV t CB 12o i) �F-E= �' / \ 0.27 AC PERVIOUS <br /> FFE= 46.0' FFE 54E RIM 54534 546.1' SDMHU ADA 3.18 AC IMPERVIOUS <br /> ) <br /> l `•, OIL/ q <br /> NCRETE 5_ E�E <br /> Z s45 aP2 c� C2.10 PARKING //// \ 0.67 AC ROOF <br /> �J _C TO ACCESS PIP S <br /> EX FDC TO RE E, RucT FP D 0 / 2.51 AC PARKING LOT (PGIS) <br /> L ; 0 REPLACE C$11 If <br /> EXISTING i <br /> o e EXTRUDED \ \ � \ $ \R CITY STREET / DRIVEWAY 9 \ \ <br /> 8 C2.11 CURB(TYP) C2.11 GUTTER D Q LIGHT POLE TO/// �' C2.11 <br /> } F RELOCATED REMAIN (TYP)/ SIDEWALK <br /> 'FLAGPOLE. SEE ARCH AND CURB <br /> __ PLANS FOR DETAILS 6 j� AND GUTTER <br /> - J EXTRUDED TO NEARES <br /> - ---- --' C2.10 ADA ROUTE CURB (TYP) C2.11 // JOINT <br /> g - - - - - <br /> WALL.NING <br /> - RETA <br /> SEE <br /> LANDSCAPE / <br /> PLANS <br /> (TYP) <br /> eCURB AND <br /> C2.11 GUTTER �� \ <br /> 8 EXISTING DRIVEWAY ' \ <br /> TO REMAIN (TYP) <br /> 2� <br /> EX HYDRANT \ <br /> TO REMAIN / \ <br /> 0 15, 30' 60, <br /> 1 inch=30 feet <br /> E <br /> 1 3/30/22 TJP KEC JOE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> AST/KWP TJP apN EBEh LMJ HYUNDAI SHEET <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 • Call 811 o��4a°``� � 7800 EVERGREEN WAY, EVERETT <br /> CHECKED BY APPROVED BY • two business days 1601511 Avenue,Suite 1f00 ' o <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before 5eanie,wABe101 DATE 2oW.622.5822 <br /> 11/23 2022 www.kpff.com Q OVERALL SITE PLAN ��•00 <br /> S C A L E: kpff 9opeRecrsTeR�°`�v� <br /> SsrONAL�° <br /> NO. DATE BY CHID. APPR. REVISION J 0 B No. : 2100507 AS SHOWN 1/23/2022 <br />