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NW 114, SE 114, SEC.301 T.29N., R.SE., W.M. <br />SNOHOMISH COUNTY, WASHINGTON <br />Q <br />41 <br />r <br />SS Q � <br />Q . <br />' 87,10' d I <br />1.25' (12" PVC N) <br />1.30' (12" PVC E) \ <br />O' <br />PROPOSED- <br />MSE WALL <br />TOP: 188.0 <br />TOE: 184, 0 <br />REPLACE SIDEWALK AS <br />NEEDED TO ACHIEVE <br />SITE GRADING <br />STREET AND SW <br />DEDICATED TO d <br />CITY OF EVERETT <br />N83°45'20"E 127.3� <br />4 / <br />BEGIN REPLACE CURB, / r <br />C4,2 GUTTER & SIDEWALK <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />I � <br />Q0 <br />/ I I <br />4-) <br />BEGIN REPLACE EX. --j <br />S CURB, GUTTER & <br />SIDEWALK C4 2 CURB ANDWS SIDEWALK C <br />i <br />w i a <br />i <br />EX. PED BUTTON MUST BE J <br />RELOCATED ONTO PEDESTAL AND <br />UPGRADED TO CURRENT ADA STDS. <br />CONSULT W/ CITY TRAFFIC <br />DIVISION CENTER FOR <br />SPECIFICATIONS. <br />EX. PED BUTTON ON SIGNAL POLE MUST <br />BE UPGRADED TO CURRENT ADA <br />STANDARDS. CONSULT WITH CITY TRAFFIC <br />DIVISION FOR SPECIFICATIONS. <br />FRONTAGE PLAN EXISTING CURB RAMP TO BE REMOVED <br />AND REPLACED WITH CURRENT SPEC TYPE <br />B CURB RAMP PER COE STD PLAN #319 <br />BACK OF <br />SIDEWALK <br />SCALE: 1 " = 20' <br />20 10 0 20 40 <br />EX. CURB RAMP TO <br />BE REMOVED & <br />REPLACED W/ TYPE B <br />CURB RAMP PER COE <br />STD. PLAN #319 & <br />PER ADA. 1 <br />CS.O <br />SMOOTH 'TROWELED <br />PERIMETER AFTER <br />BROOM FINISH <br />PLAN <br />RAMP 6" MIN 4' MIN <br />1:12 SLOPE MAX I' LANDIN, <br />SECTION A -A <br />SCALE: 1" = 10' <br />10 5 0 10 20 <br />41, <br />Know what's below. <br />Call before you dig. <br />UTILITY CONFLICT NOTE. <br />CAUTION.• <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE <br />CALLING UTILITY LOCATE Q 1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />SMOOTH TROWELED <br />PERIMETER AFTER <br />BROOM FINISH <br />SMOOTH TROWELED <br />PERIMETER AFTER <br />BROOM FINISH <br />I I <br />CL <br />B RAMP <br />I AX <br />A'1-5 8"J18 5 8" C 7 16 } <br />D 7 $" �II I� C <br />is <br />w <br />m <br />DETECTABLE WARNING PATTERN <br />1 TYPE B CURB RAMP <br />CS.O NOT TO SCALE <br />NOTES <br />1. DETECTABLE WARNING PATTERN AREA SHALL BE <br />YELLOW IN COMPLIANCE WITH WSDOT/APWA <br />STANDARD SPECIFICATION SECTION 8-14.3(3). <br />2. CURB RAMPS SHALL NOT BE POURED INTEGRAL <br />WITH SIDEWALK AND SHALL BE ISOLATED FROM <br />ADJACENT SIDEWALK BY A 3/8" FULL DEPTH <br />EXPANSION JOINT, <br />3, GUTTER SECTION AT CURB RAMP SHALL NOT BE <br />POURED INTERGAL WITH ADJACENT GUTTER <br />SECTIONS AND SHALL BE ISOLATED BY A 3/8" FULL <br />DEPTH EXPANSION JOINT, <br />4. CURB RAMP AND GUTTER SECTION AT CURB RAMP <br />MAY BE POURED AS AN INTERGAL SECTION. <br />5. TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY <br />STANDARD DRAWING 307. <br />6. FOR RETROFIT INSTALLATION SAWCUT AND REMOVE <br />EXISTING SIDEWALK, CURB AND GUTTER SECTION <br />ALONG NEW EXPANSION JOINT LOCATION. SAWCUT <br />EXISTING PAVEMENT AS REQUIRED FOR FORMING <br />OF NEW CURB AND GUTTER. PATCH PAVEMENT AS <br />REQUIRED. <br />7. FLUSH WITH GUTTER (NO LIP PERMITTED) <br />S. A MIN OF 4' OF THE RAMP WIDTH MUST FALL <br />WITHIN THE CROSS WALK SERVED BY THE RAMP. <br />9. THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB <br />SECTION. <br />