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SEE DWG CP.04 LEGEND: <br /> a e a° a a a P BOLLARD <br /> O° LsPaP <br /> ° o <br /> O <br /> 00 <br /> O Pe O EXTRUDED CURB PER WSDOT STD PLAN <br /> Co a c�— s eewmk co mew° to F-10.42-00, TYPE 6 <br /> o""EI o E , 5 pLscape m o v a <br /> ° <br /> a a <br /> CIDExtrud cur Ex P o <br /> CONCRETE PAVEMENT 10 INCHES THICK <br /> C e9 e >�R <br /> 00 <br /> n ore o Trendn ASPHALT PAVEMENT <br /> ° <br /> o an <br /> O BARK AND MULCH <br /> -� a <br /> O — <br /> 00 R a a wTw w!��w w wow w. lw �--�� CONSTRUCTION/CONTRACTION JOINT WITH DOWEL BARS <br /> r ", <e <br /> 2 — N A-4010 <br /> — a �� <br /> PER WSDOT STD PLAN <br /> CHAIN LINK FENCE <br /> a , <br /> e e e ao a °a 'It -- -- __ -_ ---- -- +--- ------- R CONCRETE PANE USE#4®16 , <br /> r REINFORCED PANELS, U "OC <br /> 00 w w, w° w N o EACH WAY. <br /> a o oaIII= rro� — —FID <br /> °N <br /> o u oo �s <br /> a a CONSTRUCTION NOTES: <br /> 0 <br /> I� ",_4 V,'S eas a ny�ashas�as O1 RECONSTRUCT CHAIN LINK END POSTS AND MAN GATE AND ADJACENT <br /> ; ________ 3 --P___-- ____-- .__-- �______ __ r <br /> FENCE AS NECESSARY, MATCH EXISTING. <br /> 0 0 <br /> Cfl 4,od c <br /> s <br /> I f <br /> 0 <br /> N <br /> = N <br /> GENERAL NOTES: <br /> 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL <br /> a o o � 1 <br /> FIELD VERIFY PRIOR TO CONSTRUCTION. <br /> __ ___ _------------_________ r_____ ___ .------------- 3_-- <br /> 0 3 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT <br /> a) o MAY BE SUBMITTED FOR REVIEW AND APPROVAL. <br /> � o °' a � <br /> T -- — — -------- <br /> 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR <br /> Co s WIDTH OF FIFTEEN FEET. <br /> __ ,___ --_______ t______ __ ________ _ _____ uJ 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL <br /> N ; MAINTENANCE BUILDING Lo' REINFORCEMENT UNLESS APPROVED BY ENGINEER. <br /> ~ 1 a 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR <br /> -- ------ 1 <br /> a ------ ------- ---- — -------- <br /> ADJUSTMENT TO MEET THE CASTING AT 90 DEGREE OR NORMAL TO THE <br /> o s ; CASTING. <br /> 3_______ 6. CONSTRUCT ISOLATION JOINTS AT CONCRETE CURBS, CATCH BASINS, <br /> r+-I MANHOLES, INLETS, STRUCTURES, WALKS OR OTHER O a 4 3. WHERE INDICATED. FIXED REINFORCE RCE ALL ISOLATED CONCRETE WITH 2 SETS OF <br /> #4 REBAR. AND WSDOT STD PLAN A-40.15.00. <br /> o ° <br /> ICY) a9 0 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION <br /> Cfl 9 a; JOINTS, 3/4" PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE <br /> a a s ° r_______ Y_____ ___ • ________h CORNERS SHALL BE REINFORCED PER WSDOT STD PLAN A-40.15, <br /> g = <br /> 9,n a <br /> o° <br /> i <br /> i <br /> e <br /> a <br /> a <br /> w o N <br /> C9 1 <br /> 1 <br /> aa 4 1 Iws --- ----- ------------ ------- -----' ------- <br /> ~ w, — w- w as aw as ws� s ws s U Sass—twas as <br /> —iasr— ass a <br /> O <br /> _ 1 <br /> S a a a a a a 1 m — <br /> noCD <br /> ¢u. <br /> ry <br /> vo ° oa <br /> ° <br /> ____ -_-_______ <br /> Q ° �//n� <br /> e� Lr) °. <br /> o o ° x <br /> L <br /> e o <br /> c I 3 v e a a s ___ }___________ ow <br /> Fl <br /> - <br /> CO �T W <br /> om <br /> o� <br /> 0 <br /> Lo <br /> IF 1 <br /> M I :':•• •' a — ® asTa„ ---as—as a <br /> O s rae i s ce L p SEE RIGHT FOR K L M N O P Q <br /> e �4 d®is CONTINUATION <br /> 0o v a <br /> I - <br /> 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 <br /> 0 10 20 40 <br /> E o 1 inch=20 feet <br /> 1. LE/Aj N0. DATE REVISION KEY PLAN MCOB MAINTENANCE IMPROVEMENTS DRAWN:TLC PROJECT N0.:20-002 <br /> WASy�N G <br /> FACILITIES MASTERPLAN PHASE 3A DESIGNED:CJM DATE:DECEMBER 22,2020 <br /> kpff WINTENANCE <br /> 7100 HARDESON ROAD,EVERETT WA 98203 CHECKED:LAW PERMIT SUBMITTAL <br /> ' 1601 5th Avenue,Suite 1600 B zaoea E� V V <br /> Seattle,.5822 WA 1 op yONAL �w d PAVING PLAN DRAWING NO.: /� .O`—w A <br /> -= WO`6.622.5822 ySSAONAL��, (v- LJ I\V,I <br /> o x vw.kpif.com 12/21/20 <br />