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CONSTRUCTION NOTES: <br />3 <br />0 <br />�} <br />NOT USED THIS SHEET. <br />O <br />CRUSHED SURFACING BASE COURSE (CSBC). <br />ONOT <br />USED THIS SHEET. <br />OCEMENT <br />CONCRETE SIDEWALK, PER CITY OF EVERETT STD. DWG. NO. <br />306 AND 306A. 2'x2' SCORING PATTERN PER SPECIAL PROVISIONS <br />DIVISION 8-14. SPECIAL CONCRETE SIDEWALK AREAS AS IDENTIFIED <br />ON DWG. NO. UD2-UD_. <br />O5 <br />CRUSHED SURFACING TOP COURSE (CSTC) <br />©THRUO9 <br />NOT USED THIS SHEET. <br />10 <br />410C CURB PER DETAIL DWG. NO. MD3. <br />11 <br />CEMENT CONCRETE PAVEMENT WITH TIE & DOWEL BARS. SEE TYPICAL <br />JOINTING PLAN PER DWG. NO. MD5. <br />12 THRU 15 <br />NOT USED THIS SHEET. <br />GENERAL NOTES: <br />1. FOR EXISTING ROADWAY SECTION ANTICIPATED MATERIAL DEPTHS <br />THE PAVEMENT CORE AND BORING LOGS ARE PROVIDED IN THE <br />APPENDIX OF THE CONTRACT DOCUMENTS. <br />2. CONTRACTOR TO MATCH EXISTING DOORWAY THRESHOLDS OR <br />CONSTRUCT TO THE BACK OF WALK ELEVATIONS AS PROVIDED ON <br />DWG. NO. RW1-RW10. <br />3. SIDEWALK SLOPE FROM THE BACK OF WALK TO THE GRADE <br />BREAK LOCATION AS CALLED OUT ON THE TYPICAL ROADWAY <br />SECTIONS SHALL BE 1.5%. THE CONTRACTOR SHALL NOT THE <br />DESIGN ELEVATIONS PROVIDED ARE BASED ON 1.5% SLOPE IN <br />THIS AREA. DURING CONSTRUCTION, THE SIDEWALK SLOPE (CROSS <br />SLOPE) IN THIS AREA SHALL NOT EXCEED 2.007 OTHER THAN <br />WHERE APPROVED BY THE ENGINEER. ANY SIDEWALK IN THIS <br />AREA PLACED AT GREATER THAN 2.00%, OTHER THAN WHERE <br />APPROVED BY THE ENGINEER, SHALL BE REMOVED AND <br />REPLACED AT THE EXPENSE OF THE CONTRACTOR. <br />4. CONTRACTOR SHALL WATERPROOF BETWEEN ALL EXISTING <br />BUILDING FACES AND NEW SIDEWALK PER DETAIL NO. MD1. <br />5. WHERE PCC PAVEMENT USED, CONTRACTOR SHALL SUBMIT A <br />JOINING PLAN, PER SPECIAL PROVISIONS DIVISION 5-05.3. <br />JOINTING PLAN SHALL BE IN ACCORDANCE WITH THE DETAILS <br />SHOWN ON DWG. NO. MD5, WSDOT STD. SPECIFICATIONS AND <br />STD. PLANS, INCLUDING ISOLATION JOINTS FOR STORMWATER AND <br />COMBINED SEWER STRUCTURES. <br />6. WHERE PCC PAVEMENT IS USED WITH TYPE 410C CURB <br />CONTRACTOR SHALL COMB FINISH PER WSDOT STD. SPEC. <br />DIVISION 5-05.3(11), ENDING AT 1-FOOT FROM THE FACE OF <br />CURB, PER SPECIAL PROVISIONS DIVISION 5-05.3(11). WITHIN <br />THE MARKED CROSSWALK ZONE, THE COMB FINISH SHALL END <br />AT THE FACE OF CURB. <br />HOYT AVE <br />ROW W <br />CONSTRUCTION <br />ROW <br />I <br />40, <br />40' <br />VARIES - 11.0' TO 24.0' <br />VARIES - 17.0' TO 24.0' <br />VARIES - 17.0 TO 24.0' <br />VARIES - 9.0' TO 24.0' <br />SEE DWG. NO. RW2-RW5 <br />SEE DWG. NO. RW2-RW5 <br />SEE DWG. NO. RW2-RW5 <br />SEE DWG. NO. RW2-RW5 <br />I SIDEWALK <br />GRADE BREAK <br />I <br />SIDEWALK <br />GRADE BREAK <br />I <br />32.0' TO GRADE BREAK <br />32.0' TO GRADE BREAK <br />EXISTING <br />GROUND (TYP.) <br />1 PIVOT POINT <br />I <br />0.5, <br />& PROFILE GRADE <br />I <br />1.5%-_--_y <br />I <br />0.5' <br />y1.5% <br />---- __--- ------VARIES-23% <br />---_�t� <br />9-4.+V ---------- VARIES-1.0%-TO-&ox-- <br />_____ <br />r�C----- <br />-VARIES <br />----- <br />-_____ <br />----- ----- <br />- -------------------- <br />-------- <br />------------ <br />----- <br />2 <br />2 <br />SEE GENERAL NOTES 0.33, <br />4 <br />10 <br />10 <br />0.33' <br />4 <br />SEE GENERAL NOTES <br />NO. 2, 3 AND 4 <br />NO. 2, 3 AND 4 <br />5 0.17 <br />11 <br />EXISTING CONC. <br />0.17' <br />5 <br />2 0.33' TYPICAL <br />ROADWAY SECTION <br />132 CURB GUTTER <br />EXISTING ACP EXISTING PEC <br />PCC ALTERNATIVE <br />EXISTING ASPHALTIC <br />SAND OR BRICK <br />N.T.S. <br />HOYT AVE <br />STA 205+23 TO STA 210+45.5 <br />STA 211+47 TO STA 215+40 <br />STA 218+43 TO STA 220+49 <br />ROW HOYT AVE ROW <br />CONSTRUCTION <br />0.5' <br />i <br />I <br />I <br />L_ <br />11O <br />EXISTING CONC. <br />SIDEWALK <br />VARIES - 17.0' TO <br />VARIES - 17.0 TO <br />SEE DWG. NO. RW4-RW5 1 SEE DWG. NO. RW4-RW5 <br />32.0' TO GRADE BREAK <br />EXISTING I PIVOT POINT <br />GROUND (TYP.) I & PROFILE GRADE <br />r MATCH EXISTING GUTTER 1 _VARIES-2.0% TO 4.f --- - - - - - - - MIES_L]XTD-3.5q ---- <br />L <br />EXISTING CONC. <br />33' CURB GUTTER - <br />EXISTING ACP EXISTING PCC VEXISTING ASPHALTIC <br />TYPICAL ROADWAY SECTION C2 SAND OR BRICK <br />PCC ALTERNATIVE <br />N.T.S. <br />HOYT AVE <br />STA 215+40 TO STA 218+43 <br />Veal NONE ; CITY OF EVERETT HOYT AVENUE STREETSCAPE IMPROVEMENTS <br />J% ned By: WO PW3353 <br />Inspect Br `PUBLIC WORKS # <br />N.O. No.: EVERETT ENGINEERING & PUBLIC Perteet <br />PW3353 osuaoab 270rCAy.b900'08 04 2010 SERVICES DEPARTMENT evnew.*4W9820i <br />0 <br />T.7 <br />SIDEWALK I <br />GRADE BREAK I <br />0.5' <br />---- - VARIES <br />17' <br />SEE GENERAL NOTES <br />NO. 2, 3 AND 4 <br />RECORD DRAWING <br />TWO Record Drawing has been prepared, In port, based <br />on 'As -Bully information provided by others. Though <br />the os-built Information and this drawing are based on <br />the best available information. no presumption should <br />be made regarding the drawing's accuracy. <br />Si <br />�1t�"-� <br />ed Ely D ON <br />Print Nome k Title <br />ROADWAY SECTIONS RS2 <br />HOYT AVENUE jSheet No. <br />6 /122 <br />