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NOT241737 <br />TOP244737 <br />GR0241737 <br />KOCK <br />SIT241737 <br />SIT241737 <br />LN0241737 <br />16TH STREET <br />21 STA 61+73.52, 17.00' LT 8 <br />F34.30 15.50" LT <br />14 <br />G <br />= 1 M 6 <br />I <br />12' g H <br />�I <br />4.I <br />USE <br />I <br />511T. CJ 02 SEE Y2 STA-60+54:30. 15.50' LT 0 <br />122LF 15 12' 12' <br />5 <br />Site plan has been rev3°ed to <br />shift these stalls 2 feet north to <br />accomplish the 28-foot <br />clearance as re uested <br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. <br />{ 52. 14.0404' RT RT 17 <br />\ <br />10' ' <br />BSBL ` STA 71+57.41 29.46' R7 7 12 13 <br />ry \ \ <br />` DRIVE G <br />23 \ <br />7 SP 056' S . <br />0'3!�'� <br />12 TYP. <br />6 6OLF 6..56LF <br />\ \ STA 72+91.61, 29- <br />7 TYP. \ <br />2' OVERHANG �v ` x <br />21 <br />q 1 37LF <br />AM 5 <br />` J J y. a 0 75LF <br />6' <br />4f P� ' <br />5 36LF <br />5 <br />M I 6 ;w. C �1 '1 22 rra. to <br />9 TYP. 6 MAINT. \ "a `+''• 0• 6 85LF \ <br />16:3' rA PATIO Ri _ BLDG 20 <br />n <br />39LF 6 �a BBWRP 776 <br />J 43. e <br />0p� C BASKETBALL 5' 40LF - <br />j t & B TYR COURT 9' -0 <br />320LF 15 �, o- ,� i`F �Q.�, • ' <br />VEHICLE 6.. �' \ <br />OVERHANG (TIP.) $ 5 36LF , <br />® A PLAY AREA 6 eSLF <br />81 40LF 5 \ - <br />TYP. 8 j Q $ I � 767LF 2J - <br />2' OVERHANG <br />SEE C2.01 <br />CONSTRUCTION NOTES <br />6 <br />OI <br />SINGLE DIRECTION CURE RAMP PER WSOOT STD. PLAN F-40.16-03 <br />m <br />O <br />TYPE A CURB RAMP PER COE STD. DWG. 318 <br />O <br />TYPE B CURB RAMP PER COE STD. DWG. 319 <br />4O <br />TYPE C CURB RAMP PER COE STD. DWG. 320 <br />OCEMENT <br />CONCRETE TYPE E-2 CURB PER COE STD. DWG. 3M- APPROX. <br />LENGTH PER PLAN <br />OCEMENT <br />CONC. SIDEWALK W/ INTEGRAL CURB PER DET. ON SHE. C2.100; <br />APPROX. LENGTH PER PLAN <br />7 <br />O <br />CEMENT CONCRETE SIDEWALK PER COE STD. DING. 312. SIDEWALK WIDTH <br />x <br />PER PLAN <br />L <br />O <br />O8 <br />STANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.1 <br />N <br />m <br />OCOMPACT <br />PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.10 <br />¢ a <br />10 <br />ACCESSIBLE PARKING STALL(S) PER DET ON SHT. C2.100 <br />w� <br />o r <br />11 <br />TRASH/RECYCLING ENCLOSURE, REF ARCH. FOR DETAILS <br />42 <br />SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT. <br />z <br />13 <br />TYPE A-1 CEMENT CONCRETE CURB AND GUTTER PER COE STD. DWG. 30 <br />14 <br />BOLLARD TYPE I PER WSDOT STD. DET. H-60.10-01 <br />15 <br />6' BOARD FENCE, REF LANDSCAPE FOR DETAILS <br />16 <br />ALUMINUM PICKET FENCE, REF LANDSCAPE FOR DETAILS <br />I7 <br />RI-1 STOP SIGN. INSTALL PER COE STD, DWG. 716 <br />18 <br />RJ-5R RIGHT TURN ONLY SIGN. INSTALL UNDER STOP SIGN PER COE STC <br />DWG. 716 <br />19 <br />PATTERNED CEMENT CONC. CROSSWALK OR PVMT. <br />PER DET. ON SHT. C2.100 <br />20 <br />R5-1 00 NOT ENTER SIGN. INSTALL PER COE SID. DWG. 716 <br />21 <br />"EMERGENCY ACCESS ONLY' SIGN. INSTALL UNDER NO NOT ENTER' SIGN <br />22 <br />R7-1 NO PARKING' SIGN. INSTALL PER COE STD. OW. 715 <br />23 <br />CON17N000S 4' HIGH BLACK VINYL COATED CHAIN LINK FENCE, TYPE 4 F <br />WSDOT STD. PLAN L-20.I0-03. APPROX. LENGTH PER PLAN <br />LEGEND <br />PROPOSED BUILDING <br />SIDEWALK <br />SIDEWALK W/ INTEGRAL CURB <br />STANDARD AC PAVEMENT <br />(PER DER. ON C2.100) <br />VEHICLE OVERHANG <br />HEAVY AC PAVEMENT SECRON (SHT. C2.100) <br />-� -- WOODEN BOARD FENCE <br />•��— SPLIT RAIL FENCE <br />--� -� BLACK NNYL-COATED CHAIN LINK FENCE <br />CURB RAMP SCHEDULE <br />PLAN REF <br />NO.. <br />TYPE <br />(CONSTRUCTION NOTE) <br />MOTH <br />STATION, OFFSET <br />20 <br />4 <br />8' <br />STA 24+78.11, 32.50' RT <br />21 <br />4 <br />8' <br />STA 24+80.11, 30.50' LT <br />22 <br />1 <br />5' <br />STA 23+85.50, 14.00' RT <br />23 <br />1 <br />5' <br />STA 70+75.50, 12.00' RT <br />V / <br />0 <br />Z <br />O <br />W <br />z <br />N <br />a_ <br />Q <br />a <br />W <br />Q <br />� <br />O <br />uj <br />4( <br />RIVERVIEW <br />I, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />:PHONE (425) 453-9551 <br />NOgS <br />L FINAL LOCATION OF STREET SIGNS SHALL BE VERIFIED <br />WITH CITY INSPECTOR PRIOR TO INSTALLATION- <br />2. MONUMENT SIGN WILL BE DESIGNED AND PERMITTED AS C <br />� fi, <br />REQUIRED SEPARATELY AND SUBSEQUENT TO APPROVAL <br />OF THIS INFRASTRUCTURE CONSTRUCTION FLAN SET. CONSULTANT <br />sleAannMg , ,:. <br />1 use CorsuGng •'roi':I W Mgt <br />ll4il Wcbn Rf. x(. ine::C <br />NIO*uun'. NM f4t51 <br />=++�NSIlH6i7901 fK H15141673+ <br />•+r.cpncenyull�nfy, com <br />PROIE(T N0. <br />(iLw <br />15 002417,037 <br />C2.02 <br />60 Know-w1wsbelow. <br />CalibefM@youdig. SHEET 11_ <br />PLAN _ IN FEET mp.r.o apuomov.riryu <br />