Laserfiche WebLink
'NOT241737 <br />)TOP241737 <br />,GRD241737 <br />BLOCK <br />ASIT241737 <br />3SIT241737 <br />)LND241737 <br />O <br />CL <br />0- — <br />APPROVED <br />PUBLIC 0 KS DEPAqTM NT <br />BY <br />11 4u <br />DATE MIT <br />,4 t4 <br />r nl: REVIEWED <br />CITY OFEVERE REVIEWED FOR PERMIT <br />D <br />NOV 0 5 2019 <br />G!,"N*Y OF EVERETT <br />P ermit, 5Service,,s, <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />35+00 <br />—1 16TH STREET. 86+ 00 <br />VEHICLE <br />OVERHANG (TYP.) <br />T YP. 6 <br />'VISION NO <br />S PLAN HAS BEEN REVISED TO PROVIDE ADDITIONAL <br />TENSIONAL INFORMATION AT THE REQUEST OF THE OKINER <br />28 EN 11I-(22) <br />SEE C2. 01 <br />PTN. OF SE 1/4 OF SEC. 17, T 29., R5E W.M. <br />STA 72+91.61, 29.39' RT <br />BEGIN <br />NO <br />1 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 <br />REQUIRED SEPARATELY AND SUBSEQUENT TO APPROVAL <br />OF THIS INFRASTRUCTURE CONSTRUCTION PLAN SET <br />CONSTRUCTION NOTES <br />O <br />SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-03 <br />TYPE A CURB RAMP PER COE STD. DWG. 318 <br />TYPE B CURB RAMP PER COE STD. DWG. 319 <br />O <br />TYPE C CURB RAMP PER COE STD. DING. 320 <br />CEMENT CONCRETE TYPE E-2 CURB PER COE STD. DWG. 309; APPROX. <br />z <br />LENGTH PER PLAN <br />M <br />0 <br />CEMENT CONC. SIDEWALK W/ INTEGRAL CURB PER DET. ON SHT. C2.100, <br />Z <br />0 <br />a. <br />APPROX. LENGTH PER PLAN <br />CEMENT CONCRETE SIDEWALK PER COE STD. DING. 312; SIDEWALK WIDTH <br />a <br />PER PLAN <br />z <br />0 <br />0 <br />31 <br />< <br />21 <br />U) <br />STANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.100 <br />U) <br />2 <br />9 <br />> <br />R <br />O <br />COMPACT PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.100 <br />UJ <br />0) <br />a) <br />S <br />ACCESSIBLE PARKING STALL(S) PER DET. ON SHT. C2.100 <br />G <br />TRASH/RECYCLING ENCLOSURE, REF. ARCH. FOR DETAILS <br />0 <br /><1 <br /><1 <br />A <br />z <br />12 <br />SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT <br />13 <br />TYPE A-1 CEMENT CONCRETE CURB AND GUTTER PER COE STD. DWG. 307 <br />0 <br />BOLLARD TYPE 1 PER WSDOT STD. DET H-60.10-01 <br />a <br />6' BOARD FENCE, REF LANDSCAPE FOR DETAILS <br />0 <br />ALUMINUM PICKET FENCE, REF. LANDSCAPE FOR DETAILS <br />17 <br />R1-1 STOP SIGN. INSTALL PER COE STD. DWG. 716 <br />ORAL <br />SR3-5R <br />RIGHT TURN ONLY SIGN. INSTALL UNDER STOP SIGN PER COE STD. <br />DWG. 716 <br />PATTERNED CEMENT CONC. CROSSWALK OR PVMT. <br />z <br />19 <br />PER DET ON SHT C2.100 <br />V) <br />ciz <br />20 <br />R5-1 DO NOT ENTER SIGN. INSTALL PER COE STD. DWG. 716 <br />< <br />0- <br />C: <br />@ <br />"EMERGENCY ACCESS ONLY" SIGN. INSTALL UNDER "NO NOT ENTER" SIGN <br />o U- <br />< <br />> <br />LU <br />@ <br />R8-31 "NO PARKING, FIRE LANE" SIGN. INSTALL PER COE STD. DWG. 716 <br />cc > <br />23 <br />CONTINUOUS 4' HIGH BLACK VINYL COATED CHAIN LINK FENCE, TYPE 4 PER <br />z < <br />o<= <br />0 0 <br />WSDOT STD. PLAN L-20.10-03. APPROX. LENGTH PER PLAN <br />2 z <br />E 00 <br />� x-d <br />0 0 <br />U) <br />LU 0 <br />00 rV U <br />M <br />Z <br />24 <br />SAWCUT, REMOVE, AND REPLACE EXIST. CONC. SIDEWALK W/ BUS SHELTER <br />3 W <br />LU <br />AND FND. PAD PER COE STD. DING. 904 <br />z <br />0 <br />25 <br />PAINT TOP AND FACE OF CURB, RED/YELLOW ALT. <br />v-u <br />C: <br />. 2 <br />M U <br />-0 Q) <br />U <br />@ <br />R7-107AL "BUS ZONE, NOT PARKING" SIGN <br />< a) <br />C: <br />M 'i <br />C: <br />�W <br />j <br />0 <br />0 <br />a) <br />0 <br />< <br />s <br />@ <br />INSTALL PAINTED CROSSWALK PER COE STD. DING. 721 <br />0 <br />UJ <br />z <br />28 <br />PAINT TOP AND FACE OF CURB RED <br />29 <br />CEMENT CONC. DRIVEWAY RAMP TYPE-1 PER COE STD. DWG. 315, WIDTH <br />AND CENTERLINE REF. <br />PER PLAN <br />ry <br />LEGEND <br />< <br />cc <br />r) <br />PROPOSED BUILDING <br />< <br />SIDEWALK <br />(10 <br />o SIDEWALK W/ INTEGRAL CURB <br />cc <br />Lli <br />C) <br />STANDARD AC PAVEMENT <br />(PER DETL. ON C2.100) <br />> <br />ry <br />VEHICLE OVERHANG <br />L <br />UJ <br />ca <br />lu W <br />HEAVY AC PAVEMENT SECTION (SHT. C2.100) <br />> <br />> W <br />0 ----------- 0— WOODEN BOARD FENCE <br />ry <br />CL <br />U- <br />0 <br />SPLIT RAIL FENCE <br />—X—)( <br />x— BLACK VINYL -COATED CHAIN LINK FENCE <br />CLIENT <br />i CURB RAMP SCHEDULE <br />PLAN REF. <br />NO. <br />TYPE <br />(CfONSTRUCTION NOTE) <br />MD TH <br />STATION, OFFSET <br />20 <br />4 <br />8' <br />STA 24+ 78.11, 32.50' RT <br />21 <br />4 <br />88 <br />STA 24+80.11, 30.50' LT <br />22, <br />1 <br />50 <br />STA 23+85.50, 14.00' RT <br />:23--F <br />1 <br />5' <br />STA 70+75.50, 12.00' RT <br />NIVtt1VItVV 1, LLU <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />ka.� Ir <br />ri <br />CONSULTANTS <br />Site Planning @ Civil Engineering <br />Land Use Consulting * Project Management <br />11431 Willows Rd. NE, Suite 120 <br />Redmond, WA 98052 <br />Phone: (425) 285-2390 1 FAX: (425) 285-2389 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0024-17-037 <br />N <br />DRAWING <br />C2.02 <br />0 30 60 Know what's below. <br />=—NMI Call before you dig. <br />SHEET 11 OF 47 <br />J <br />PLAN IN FEET Copyright @ 2019 CPH Consultants, Ll-C. All Rights Reserved. I <br />