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Q <br /> MITHUN <br /> SEATRE I Pier 56,1201 Alaskan Way,9200 <br /> N Seadle,WA 961011206.623.3W <br /> rn <br /> N <br /> }€� SAN FRANCISCO I fi60 Medcef Stet,M300 <br /> E LM ANGELES 1M31 fi8fi <br /> Adams Bhd <br /> Y <br /> Culver City,CA 902321323.937.2150 <br /> smilhun.com <br /> g <br /> ,�,,DIH vARIEs - <br /> € 3"HMA CLASS 1/2"OVER 12' TIN 12" 2» 729111th Sheet SX Wde 2W <br /> WWF 4x4 W2.9x2.9 Ew d.Wad I 98M <br /> SAWCUr gSAWCUT TODI.JDINr Jr W x 1'DP Y.° TOP OF CONIC Ph:e5-741�Oo <br /> TYP RADIUS EDGES o ddndd9eascem <br /> sy I <br /> oQ0 0�'0 0Q'0 0�0�0 0 0 0Qo Ono 0 0 <br /> O0 00 " <br /> 4" CEMENT CONCRETE WALKWAY PROJECT <br /> ACING <br /> PAVEMENT 4* ASPT TOP COURSE 2" CRUSHED SURFACING TOP COURSE Learning Resource <br /> 4'CRUSHED SURFACING PREPARED SUBGRADE // <br /> TOP COURSE <br /> STRUCTURAL FILL AS REQUIRED ",-STRUCTURAL FILI. 1/4"RADIUS EDGES, � CO I US THr` Center <br /> AS REQUIRED TYP LOCATION <br /> PREPARED SUBGRADE NOTE SEF OR CONTRACTION JOINT <br /> e NEAT LINE CUT,CLEAN HEAT AND TACK EDGES WITH SEALER 4 AND <br /> 5 JDINT. 2000 Tower Street <br /> CSS-1 AND SEAL III AR4000 AND SAND. SAWCUT SHALL BE C5.02 C5.02 CONSTRUCTION <br /> 1-Fr MINIMUM INSIDE THE EXISTING EDGE OF PAVEMENT. C5.02 C5.02 Everett,WA 98201 <br /> TYPICAL SECTION <br /> 1 SECTION - ASPHALT PAVEMENT 2 TYPICAL SECTION - ASPHALT PATCH 3 CEMENT CONCRETE WALKWAY 4 TYPICAL CONTRACTION JOINT <br /> C5.0 C5.02 NOT TO SCALE C5.0 C5.02 NOT TO SCALE C5.0 C5.02 NOT TO SCALE C5.0 C5.02 NOT TO SCALE PREPARED FOR <br /> g Everett Community <br /> g College <br /> 4 4°HMA CLASS 1/2.OVER VARIES REBAR / WWF JOINT SEALANT <br /> ,2°CLR1/4, <br /> " <br /> RADIUS EDGES, <br /> a � IYYPP o 0 0 0 0 0 0 0 0 0 <br /> g o 00000Qo 0 o�oDo 0 0 0 <br /> CENTERED <br /> 4 REBAR <br /> W m /X/./,/,. " 12"OC, 6" CEMENT CONCRETE y � <br /> A 6 CRUSHED SURFACING TWO WAYS 6" CRUSHED SURFACING TOP COURS` III_ JOINT FILLER <br /> 1� wz <br /> � g CLIR <br /> FlLL A5 REQUgiED PREPARED SUBGRADE T <br /> PREPARED SUBGRADE <br /> 1 g 5 TYPICAL EXPANSION JOINT <br /> c <br /> C5.0 C5.02 NOT TO SCALE <br /> IF <br /> $ 6 SECTION - ASPHALT PAVEMENT (HEAVY DUTY) TYPICAL SECTION - CONCRETE PAVEMENT <br /> m CS.O C5.O2 NOT TO SCALE C5.0 C5.O2 NOT TO SCALE <br /> g HC PARKING SIGN <br /> 4' 4' 5' <br /> 12" 10 (8' VAN <br /> C �,� A O9 <br /> ACCESSIBLE) KAs �f <br /> e 5.02 C5.02 �w &tics <br /> t € <br /> A E BLUE SYMBOL ON BACKGROUND A PARKING a T o <br /> In <br /> RESERVED <br /> PROVIDE SIGN AT ALL 9 slsas <br /> a 5 X" 1" R "{ 1 1" R a0 ACCESSIBLE PARKING STALLS °�F SscrsreaE°��° <br /> s a € INDICATED ON SITE PLAN. SIGN IS 2 <br /> € / TO BE WITHIN CLEAR VIEW BUT <br /> a 1° R 1 2" T": PERMIT TONAL E� 511412021 <br /> E REQUIRED NOT TO OBSTRUCT PASSAGE 6' WIDE WHEEL <br /> PAVEMENT <br /> a Lni #4 REBAR TYP METAL POST vAN FROM STALL OR ANY WALKWAY STOP <br /> ACCESSIBLE PAINTED BLUE <br /> a TOP OF CURB I BACKGROUND NOTES: exe se <br /> B o PAVEMENT AT APPROACH 7 <br /> 1002/08/21 PERMIT RESUBMIITAL <br /> i { 1. 8 FEET WIDE, TYPICAL. <br /> e 9 INSTALL FOR VAN � <br /> z ACCESSIBLE STALLS t;' ,v, �' 03 12 21 2ND PERMIT RESUBMITEAL <br /> ---•-------- 7 ,' ONLY (5' ABOVE 05/14/21 3RD PERMIT RESUBMITTAL <br /> 7 ," PAVEMENT SURFACE) <br /> es PAVEMENT <br /> W € <br /> a x <br /> 8 8 CONCRETE VERTICAL CURB WALL 9 CEMENT CONCRETE VERTICAL CURB SURFACE MOUNT �4"WIDE <br /> C5.0 C5.02 NOT TO SCALE C5.0 C5.02 NOT TO SCALE (CAST IN PLACE) POST TO PAVEMENT <br /> WHITE STRIPE, <br /> 9 � r TYP <br /> ay ,. °as"xa.muea <br /> a CEMENT CONCRETE SEE NOTE PRwmTu",- MAD <br /> W VERTICAL CURB <br /> m 12" TOP O ASPHALT 10 TYPICAL ACCESSIBLE PARKING SIGN 11 ACCESSIBLE PARKING STALL (SINGLE) comma°xm <br /> CONCRETE TOP C5.0 C5.02 NOT TO SCALE C5.0 C5.02 NOT TO SCALE aemeeamm Mao <br /> 4" NOM. DIA. SCHEDULE 40 anaE°TTe -sms <br /> PIPE FILLED WITH CEMENT <br /> P o CONCRETE. GALVANIZED a JFJ <br /> �$ ? PAINT WITH SAFETY YELLOW 10" <br /> g ENAMEL PAINT <br /> FINISH PROVIDE 6' DIA AT /2'' E I + I z 1 2` <br /> GRADE TRANSFORMER LOCATIONS EXTRUDED CURB <br /> (SEE PLAN) <br /> 8 A <br /> r a 12 CURB OPENING <br /> a <br /> C5.0 C5.02 NOT TO SCALE AT CURB RADIUS <br /> ( <br /> CEMENT CONCRETE R--3'), TYP <br /> Fr C?� RhFSlPe TYPF 11_/ <br /> a " CEMENT CQNCRETL; <br /> E <br /> ° E 13 STEEL BOLLARD 14 C5.0 C5.1 NOT TO SCALE <br /> TYPICAL CURB LAYOUT- CELL 16 SECTION-EXTRUDED CEMENT CONCRETE CURB <br /> g z C5.0 c5.02 NOT TO SCALE <br /> E n - GRADE C5.0 C5.02 NOT TO SCALE <br /> FINISHED <br /> 1 (PAVEMENT) <br /> WALL HEIGHT, <br /> SEE PLAN -CRUSHED ROCK BACKFILL <br /> CITY OF EVERETT <br /> e % I <br /> a � � <br /> a I' MIN I REVIEWED FOR PERMIT <br /> E <br /> e a 6' THICK COMPACTED 1" 4" PERF PIPE <br /> 1 MINUS CLEAN CRUSHED I SURROUNDED BY PAVEMENT DETAILS <br /> ROCK LEVEL PAD F- -24' 6' GRAVEL <br /> c = BACKFILL FOR <br /> - NOTE: DRAINS <br /> WALLS OVER 4-FEET IN HEIGHT <br /> g MEASURED FROM BASE REQUIRE P"01E0I <br /> SEPARATE BUILDING PERMIT 1904.00 <br /> arE <br /> € <br /> s 15 TYPICAL KEYSTONE RETAINING WALL 0 511 412 0 21 <br /> C5.0 C5.02 NOT TO SCALE <br /> AN <br /> 9 C5.02 <br /> 3 PERMIT SET <br /> aM0P016 MITHUN,INC. <br />