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AA BB CC DD EE FF GG HH II JJ KK LL MM NN 00 PP QQ RR SS UU LEGEND: <br /> BOLLARD <br /> EXTRUDED CURB PER WSDOT STD PLAN <br /> F-10.42-00, TYPE 6 <br /> 0 CONCRETE PAVEMENT 10 INCHES THICK e <br /> ASPHALT PAVEMENT <br /> BARK AND MULCH <br /> �--�� CONSTRUCTION/CONTRACTION JOINT WITH DOWEL BARS <br /> PER WSDOT STD PLAN A-40.10 <br /> 0 CHAIN LINK FENCE <br /> R REINFORCED CONCRETE PANELS, USE#4®16"OC, <br /> EACH WAY. <br /> CONSTRUCTION NOTES: <br /> Show construction note <br /> call-outs on plan if Oi RECONSTRUCT CHAIN LINK END POSTS AND MAN GATE AND ADJACENT <br /> applicable. FENCE AS NECESSARY, MATCH EXISTING. <br /> GENERAL NOTES: <br /> 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL <br /> FIELD VERIFY PRIOR TO CONSTRUCTION. <br /> _ 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT <br /> 0g EII MAY BE SUBMITTED FOR REVIEW AND APPROVAL. <br /> IZ <br /> r _ „cnR AIR 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR <br /> _ - I WIDTH OF FIFTEEN FEET. <br /> 1 P P "'"9 P- <br /> P, Po 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL <br /> W ,P 1 o P P P one eP P i\ ° o <br /> N P P - '° P � — REINFORCEMENT UNLESS APPROVED BY ENGINEER. <br /> xt uded Cnr. 12 cEoaR�— I\ I <br /> d6' IR° . 6".FIR vl6 FI, \� K 12'FIR 12"FIR 12"FIR N o 6'Ch°n L'nk Fence \V <br /> 2�DAR <br /> d r d / cnn�rete 12'CEDAR I I 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR <br /> a I ADJUSTMENT TO MEET THE CASTING AT 90 DEGREE OR NORMAL TO THE <br /> S➢ WD SO SD �o SD SD SO SD SD SD SD a <br /> N �a y l I CASTING. <br /> a' DEP H=1'a" I 6. CONSTRUCT ISOLATION JOINTS AT CONCRETE CURBS, CATCH BASINS, <br /> MANHOLES, INLETS, STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND <br /> w N w w so 4o-J—��so / WHERE INDICATED. REINFORCE ALL ISOLATED CONCRETE WITH 2 SETS OF <br /> 3< w zo a 9 =�a I O #4 REBAR. AND WSDOT STD PLAN A-40.15.00. <br /> DEPTH=3'3" 3 J I I <br /> w m 3 w w m w 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION <br /> 3' 1 1 I <br /> O z JOINTS, 3/4° PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE <br /> .' �' O v w 1 C 00 CORNERS SHALL BE REINFORCED PER WSDOT STD PLAN A-40.15, <br /> Ex r ded Cnrc v �m I CONDITION D-F. <br /> P o. CO �, O ��scaPe I 00 <br /> FP P P P. P P P P P o. I Z <br /> 3„ a l 1 W <br /> 01 <br /> CO <br /> C= 00 <br /> As <br /> I I <br /> Drain I I I I as 00 <br /> I 1 <br /> ® N N< DEPTH=2'6' I <br /> a EPTH=2$ <br /> 00 <br /> Ce <br /> a P <br /> a o" <br /> trudedCurh I I <br /> ' CO <br /> (J" Lcpe <br /> C te Sid— E,TR;Sy'� — <br /> I I <br /> M Ej <br /> SEE DWG CP.03 <br /> 0 10 20 40 <br /> E o 1 inch=20 feet <br /> 1. LEI NO. DATE REVISION MCOB MAINTENANCE IMPROVEMENTS DRAWN:TLC PROJECT NO.:20-002 <br /> E ti�6 p8 WASy�`Yrl <br /> FACILITIES MASTERPLAN PHASE 3A DESIGNED:CJM DATE:DECEMBER 22,2020 <br /> kPff <br /> 7100 HARDESON ROAD,EVERETT WA 98203 CHECKED:LAW PERMIT SUBMITTAL <br /> / 1601 5th Avenue,Suite 1600 1B 240e9 E� , <br /> Seattle,WA 98101 op EONAL w DRAWING NO.: /� .O <br /> -- 20`6.622.5622 ASS'°"^L PAVING PLAN (v- <br /> m x vw.kpif.com 12121120 <br />