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LEGEND: <br /> __ SEE DWG CP.05__ <br /> trdaeacdrb - �— - BOLLARD <br /> 470 L—pe <br /> c rete sidew • EXTRUDED CURB PER WSDOT STD PLAN <br /> ow r,te s aewwk. r.'o• =s2'� I F-10.42-00, TYPE 6 <br /> E udsd curb. ♦ • ♦ • • • - I I <br /> � � I co0 A <br /> 1 � CONCRETE PAVEMENT 10 INCHES THICK CP.09 <br /> ° r DEPTH-S." 3'N 41 I 1 <br /> e O a Hand rail I ASPHALT PAVEMENT <br /> Tren'h \ ret <br /> R1—FY -.FL—FM FM FM FY f11 <br /> 3 I CO BARK AND MULCH <br /> - h---- {------ +------- -----`� m 3 Asphalt Co Crete Bridge <br /> 1 <br /> +w w W wow; w w w w DEPTH=rV- a �--�� CONSTRUCTION/CONTRACTION JOINT WITH DOWEL BARS <br /> , <br /> 1 <br /> - . <br /> r-----------T----------- PLAN A 4010 <br /> PER WSDOT S, <br /> , I <br /> Hand ail CHAIN LINK FENCE <br /> - w <br /> ' I i w o - w Hone oacone a^I n91 P � <br /> e rete Sid N A9 U one <br /> � o 090 <br /> _________1'I_ � � � � o `o PAP I R REINFORCED CONCRETE PANELS, USE#4®16"OC, <br /> Concrete Sidewalk Q�DEPTH=1'3" U 1 I � EACH WAY. <br /> {______W_ __3 <br /> 1 <br /> = <br /> P�� P <br /> U DEPTH 1 I m <br /> P � a P <br /> r______ ___ , <br /> ,_ 6"DRAIN PIPE v 3> � � � CONSTRUCTION NOTES. <br /> s!asTa las as as (IS as - as ® s"s (IS—as—(Is— (IS as a 1z"ovas� i Show construction note Oi RECONSTRUCT CHAIN LINK END POSTS AND MAN GATE AND ADJACENT <br /> call-outs on plan if FENCE AS NECESSARY, MATCH EXISTING. <br /> U applicable. <br /> � N <br /> 1 GENERAL NOTES: <br /> 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL <br /> o I Q I FIELD VERIFY PRIOR TO CONSTRUCTION. <br /> � 4 Q <br /> U <br /> O I 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT <br /> cmZ I MAY BE SUBMITTED FOR REVIEW AND APPROVAL. <br /> 1 <br /> N 1 I N I 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR <br /> 1 � I CO WIDTH OF FIFTEEN FEET. <br /> I = I 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL <br /> N REINFORCEMENT UNLESS APPROVED BY ENGINEER. <br /> 1 <br /> MAINTENANCE BUILDING 1 i ~ 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR <br /> ADJUSTMENT TO MEET THE CASTING AT 90 DEGREE OR NORMAL TO THE <br /> CASTING. <br /> 1 <br /> 6. CONSTRUCT ISOLATION JOINTS AT CONCRETE CURBS, CATCH BASINS, <br /> 3 MANHOLES, INLETS, STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND <br /> 3 1 I O) WHERE INDICATED. REINFORCE ALL ISOLATED CONCRETE WITH 2 SETS OF <br /> c W I #4 REBAR. AND WSDOT STD PLAN A-40.15.00. <br /> a m�° <br /> 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION <br /> 3 I � JOINTS, 3/4' PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE <br /> a ^u 1 CORNERS SHALL BE REINFORCED PER WSDOT STD PLAN A-40.15, <br /> ��//�� CONDITION D-F. <br /> 00 <br /> LL \Y <br /> �-9 - <br /> WS _kis TaSOaSS aS aS U aS S1dr� ---_____+____________+___-_____ __ <br /> i rv � �-_ __ ___ _�_� _____ i one Curb: <br /> >I 3d + _ o W ^W W- - w <br /> a� if 9- - o r" iAAA A A; M <br /> 0 961 `n z ' LID <br /> �, s - ss o ss w N w I <br /> ° <br /> 'M�M�MTM—�M N co <br /> M------*MTM <br /> � TM <br /> I <br /> N of <br /> , <br /> M�MTM , <br /> oN I <br /> �� <br /> o I r <br /> , <br /> m� as as�al as—was ��aS as a 's as WHas as ;as as <br /> Mar M �I <br /> I� 1 <br /> 00 <br /> , <br /> I <br /> , <br /> , <br /> , <br /> ------------- <br /> AA BB CCjDDjEEjFFjGGjHHj II JJ KK LL MM NN 00 PP QQ RR SS UU <br /> 0 10 20 40 <br /> E o 1 inch=20 feet <br /> x NO. DATE REVISION KEY PLAN DRAWN:TLC PROJECT NO.:20-002 <br /> LE/,yy � MCOB MAINTENANCE IMPROVEMENTS <br /> kPff MINTENANCE <br /> W4sHel <br /> 'N�%�`�cn FACILITIES MASTERPLAN PHASE 3A DESIGNED:CJM DATE:DECEMBER 22,2020 <br /> 0 <br /> 7100 HARDESON ROAD,EVERETT WA 98203 CHECKED:LAW PERMIT SUBMITTAL <br /> ' 1601 5th Avenue,Suite 1600 B 2a08a E� 7FUE <br /> Seattle,WA981010 ECISTER w PAVING PLAN DRAWING NO.: /� .O/�—w A <br /> -= 206.622.5822 �SSTdNAL (v- v{ I\V,I <br /> m x vw.kpif.com 12121,120 BUS <br />