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27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1 45 46 L47 48 49 50 51 52 153 54 LEGEND: <br /> BOLLARD <br /> ------------------------- <br /> ------------------ ------------------------------------ ------------ - ----------- ------------ <br /> ------------------------- ---------------------- ----------- ----------- ---------------------------- -------------------------------- ------------------------------------t---------- -I,------------------------------ <br /> EXTRUDED CURB PER WSDOT STD PLAN <br /> F-10.42-00, TYPE 6 <br /> ----- ----- ----------- --------------- <br /> + -------------------------------------- -------- ------ CONCRETE PAVEMENT 10 INCHES THICK <br /> ---------------------------------- ----------------------------- ------- ------------ - ---------t---------------- ------------------- -------------- <br /> ----------------------- <br /> ------------t------------------ ------- <br /> - ------- -------- ----------t--------- ---------- ------------------------ -------------------- ------- -------- <br /> ------------t------------- ---------------------------- ------------ ------------T------------T------------ ------------ <br /> ---- ----- --------------- ASPHALT PAVEMENT <br /> T <br /> ----------- <br /> ------------------------ <br /> -------------------------t <br /> t--------- ------------ ------------------------------------ -------------- ------------------------ -------------------- + ---------------------------------------T--------------------------------- ----------------------------- BARK AND MULCH <br /> CONSTRUCTION/CONTRACTION JOINT WITH DOWEL BARS <br /> ---------- -4---- ---------P4-------------P-- --------------------------- PER WSDOT STD PLAN A-40.10 <br /> ------------------------ - <br /> T i---------- <br /> 0 CHAIN LINK FENCE <br /> ------------------------------- ------------------------------------ ---------------------------------t------- ---------------------- -------------------------------- -------------------- ------ ------ <br /> -------------- ------- --- ------------ ------------- ------- <br /> T-------------- <br /> REINFORCED CONCRETE PANELS, USE#4 @ 16-OC, <br /> EACH WAY. <br /> 4": <br /> ------------------ ------ ----------- <br /> ------------------------------------------------- ---------------- ------------------- ----------- <br /> Aw6ning Clear— Awning Clearance -----------------------t------------t------------t ---- -------- ---------- ---------t-------------------- <br /> 44 31 44436 <br /> FUEL ISLAND <br /> CONSTRUCTION NOTES: <br /> 4"RL <br /> S IWS (D RECONSTRUCT CHAIN LINK END POSTS AND MAN GATE AND ADJACENT <br /> 1WS I IW I WS <br /> ------------------- t ---- ------- ------ ---------- -------------- ------- <br /> t ----------- FENCE AS NECESSARY, MATCH EXISTING. <br /> Gas Station -----------------------T t---------- ------- 4 -4------------------------- ------- ------- <br /> -j DIT-1 0 <br /> Awning Clea— Shed <br /> 4 6 Co. <br /> ln,dsu,00 <br /> Awning Clearance <br /> 446.41 <br /> '��elIW IWJ 0 <br /> -------------------------------- 1 N Ar <br /> ---------------------—---------- -------1 ------------------------T-------— GENERAL NOTES: <br /> 4 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL <br /> FFE=427�82 S —SDI 1427.67 FIELD VERIFY PRIOR TO CONSTRUCTION. <br /> -------------------------------------------------------------—---- Auto sh Exit <br /> P P P <br /> Vaul <br /> P 11 <br /> I BUS WASH PI 11 Riser Sump S 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT <br /> r7 1 142"CW <br /> Buildin <br /> ------------------ ---- --- --- <br /> - i I i t <br /> ----- -------------------------------------------------------- ---- ---------------------------T------------`-----Com— P- ---------------------------------------------- <br /> co <br /> it I iw 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR <br /> S1.05—BW 1 <br /> WIDTH OF FIFTEEN FEET. <br /> j2' CW FR�M METER <br /> DIX]u- F-4 1 <br /> IWS <br /> ------- ---------------------------------- -- i TT <br /> - -----------------T------------------------- 4- ------ <br /> LZt=]AA --------- ---- -------------W <br /> ------------- -------------------- ----------------------- zz L 1?. �� <br /> a Pollard I -T----------- ------- 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.11 WITHOUT STEEL <br /> I CP <br /> ...........4"'I'll 1 1 <br /> U) REINFORCEMENT UNLESS APPROVED BY ENGINEER. <br /> �'Chd.I uk'Ea— 1 1/2-CW FROMWASH CO a M'g�t`l'il: 427.571' 1 <br /> C cn <br /> ---------- 5. MEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR <br /> SS S ---- -—----- -- -------S <br /> ADJUSTMENT TO MEET THE CASTING AT 90 DEGREE OR NORMAL TO THE <br /> iEv 4" <br /> 0 <br /> ---- -------- <br /> T 5- CASTING. <br /> -------------- ---------- --------i- -------- <br /> ------------T—--------- <br /> G.ide <br /> II 1: kg 6 chain QA'k g te <br /> Past G C; G G 6. CONSTRUCT ISOLATION JOINTS AT CONCRETE CURBS, CATCH BASINS, <br /> 1 Cone Curb 1 1 1 Cote Curb C." MANHOLES, INLETS, STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND <br /> P P -6- WHERE INDICATED. REINFORCE ALL ISOLATED CONCRETE WITH 2 SETS OF <br /> #4 REBAR. AND WSDOT STD PLAN A-40.15.00. <br /> GENERATOR PAD <br /> TOP OF 15"CMP <br /> ---------- 4'X8.67' W/GATE VAILVE�423. 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION <br /> CHWM JOINTS, 3/4' PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE <br /> -- — — — — — — -- CORNERS SHALL BE REINFORCED PER WSDOT STD PLAN A-40.15, <br /> CONDITION D—F. <br /> g —--—-- ——--—--—--—-- <br /> da <br /> HARDESON ROAD <br /> - - - - - - - - - - - <br /> Q I <br /> E;3 <br /> ---------——————————------——————---—-------—------———————---- <br /> 0 10 20 40 <br /> 2 1 3 1 inch 20 feet <br /> 7 F'"C To <br /> TE <br /> IN <br /> M' <br /> t------------------------t--- <br /> ------------- <br /> S <br /> IF-7-1 -1MAY BE SUBMITTED FOR REVIEW AND APPROVAL <br /> ASH Rise ......... <br /> i Slump Station <br /> �n <br /> 1 05—�W— <br /> LEM <br /> W/CA0 IAILVE 421 <br /> NO. DATE REVISION KEY PLAN DRAWN:TLC PROJECT NO.:20-002 <br /> 1. LEI MCOB MAINTENANCE IMPROVEMENTS <br /> WA <br /> FACILITIES MASTERPLAN PHASE 3A DESIGNED:CJM DATE:DECEMBER 22,2020 <br /> kPff MAINTENANCE <br /> 7100 HARDESON ROAD,EVERETT WA 98203 CHECKED:LAW PERMIT SUBMITTAL <br /> R. 6 1601 5th Avenue,Suite 1600 1 24089 <br /> E 1 DRAWING NO.: <br /> Seattle,WA 9810 1 TZ <br /> z-,- 206.622.5822 1 ONAL PAVING PLAN CP .01 -BW <br /> 1212 0 Bus FUELING SI-AND <br />