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A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB LEGEND: <br /> BOLLARD <br /> EXTRUDED CURB PER WSDOT STD PLAN <br /> F-10.42-00, TYPE 6 <br /> 1 0 CONCRETE PAVEMENT 10 INCHES THICK e <br /> 1 CP.09 <br /> ASPHALT PAVEMENT <br /> BARK AND MULCH <br /> 1 <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 /> �p 1 <br /> \p CONSTRUCTION NOTES: <br /> \a O RECONSTRUCT CHAIN LINK END POSTS AND MAN GATE AND ADJACENT <br /> \P FENCE AS NECESSARY, MATCH EXISTING. <br /> \p <br /> \P GENERAL NOTES: <br /> P\ <br /> a 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL <br /> \ FIELD VERIFY PRIOR TO CONSTRUCTION. <br /> P <br /> \a 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT <br /> \P o MAY BE SUBMITTED FOR REVIEW AND APPROVAL. <br /> \P �' 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR <br /> 12'FI "FIR 16"FIR 1 <br /> —— —— —— —— — °enr, � - — , — —— — —— — _ — — _ � WIDTH OF FIFTEEN FEET. <br /> oP 0 <br /> w 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL <br /> _ n REINFORCEMENT UNLESS APPROVED BY ENGINEER. <br /> 1] 6, � o � xhuded.Cur <br /> CVy 5. MEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR <br /> O J ADJUSTMENT TO MEET THE CASTING AT 90 DEGREE OR NORMAL TO THE <br /> SD s sn a CASTING. <br /> o o v ° A spha <br /> w O R = a ! 6. CONSTRUCT ISOLATION JOINTS AT CONCRETE CURBS, CATCH BASINS, <br /> 3 MANHOLES, INLETS, STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND <br /> NMERE INDICATED. REINFORCE ALL ISOLATED CONCRETE IMTH 2 SETS OF <br /> O sa $ #4 REBAR. AND WSDOT STD PLAN A-40.15.00. <br /> 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION <br /> Q °- '° JOINTS, 3/4° PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE <br /> I '° L T<_ $ DEPTH JT CORNERS SHALL BE REINFORCED PER WSDOT STD PLAN A-40.15, <br /> R° g DEPTH=2'1l' DEPTH=3'0 <br /> 3 Ex CONDITION D-F. <br /> $° es P P P Fb vp00 <br /> .. <br /> 00 <br /> R it a' ° Qo — <br /> i g loo <br /> Q o P a As <br /> e <br /> 2"0 — _ — _ —_— _—_ —_— —— —— — <br /> �� a< a 1 00 <br /> r�JQ ° Ilia a <br /> J Y ° o <br /> m ° ° a <br /> AsphaltCID <br /> - <br /> e P — — — —loo <br /> LsCap �('1 a e s�P _ Lsc °U <br /> / M P C Acre Sidewalk° a e Con le idew C <br /> o"FI Exlru c°uSb LscaPe P 'chain Ln Extwd Lsc E <br /> co 7 <br /> P° p <br /> SEE DWG CP.02 <br /> 0 10 20 40 <br /> E o 1 inch=20 feet <br /> 5. 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 B zaoea E� , <br /> 206.62,wA sa1o1 op EONAL �,w DRAWING NO.: /� .O w <br /> -- Wo`6.622.5622 ASS'°"AL PAVING PLAN (v- 4 <br /> o x vw.kpif.com 1212,120 <br />