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FT. <br />N <br />Lj <br />04 �W/ T-1 GRATE <br />Lij <br />RIM 424�80 <br />CL <br />19" CPP IE 419.01 (W) <br />z FOUND 5 15" CPP IE 417.61 (S) <br />0 /8" BARE REBtR <br />1z (11 /29/113) �x 15" CPP IE 417�56 (N) <br />__4 <br />r <br />E3 IN, <br />7� v <br />vr, <br />R" <br />x <br />0? <br />77 "Z�,:. <br />R=370-0""' <br />L=154.40' <br />4 <br />SSNIH #1378 <br />RIM 424.58 <br />fill �x <br />AA <br />8" PVC 1E 40t97 (S) <br />S <br />iir m ji� <br />3" PVC 1E 401.87 (N) <br />A 4211- - - <br />CENTER CHANNEL 401.92 <br />C <br />9 <br />\+ <br />L=1 41 8'�� <br />jo - RIM 424.21 <br />R <br />D& #1377 <br />340.00 t� <br />36" CONC IE 413.91 (S) <br />2" <br />T., A-- 2 3 5 4'3 1 <br />36" CONC IE 41311 (N) <br />N", <br />4,7 <br />S� <br />VAULT F <br />r <br />VN­ <br />0 <br />n, <br />Z__ <br />n <br />FOUND 5/8" BARE REBAR, <br />15�0'w 29 1 N <br />BENTSOUTH <br />g <br />REBAR <br />N <br />(11/29/18) <br />37527', FOUND 5/8" REBAR'.. <br />GRADE W/ CAP, 'RM 37527%,- <br />, 1 ) - 432----- 0$ <br />�15� PTILITY -,�SSEMENT PE1�-REC-#2-_0641228_042ftUSH W1 GRAD� "I 4'56"E W <br />/29/18) W __�@ e) <br />I a - " '; IV— <br />BSP #200501105159 4Q09 C3 <br />4�3�2_ - - C <br />A) <br />12"_ W 3 .0 <br />"C�" 51 =4 .2___ - <br />tG 1 4"C 0 <br />Ar C7- 17-C 'r _1 8 T01111C`___1 <br />z <br />z, <br />7 <br />lop$ <br />GATE- 14$1 1 11C 4"C 12"C <br />9. 0' S OF LINE 10.0, S OF LINE 12�2' S OF LINE (n <br />15' CLFN C <br />LEGEND <br />CONSTRUCTION ACCESS <br />REMOVE ASPHALT PAVEMENT <br />REMOVE CONCRETE PAVEMENT <br />REMOVE GRAVEL SURFACE <br />TEMPORARY SILT FENCE 0 <br />HIGH -VISIBILITY CONSTRUCTION FENCE x <br />SCHEMATIC CLEARING LIMITS. <br />CONTRACTOR TO FLAG CLEARING LIMITS <br />AS REQUIRED <br />SAWCUT EX PAVEMENT - - - - - - - - - <br />PROPOSED BUILDING FOOTPRINT <br />STORM DRAIN INLET PROTECTION <br />CONSTRUCTION KEY NOTES <br />(-A) CONSTRUCTION ACCESS <br />D-9.0 <br />2 STORM DRAIN INLET PROTECTION <br />�2O <br />TEMPORARY SILT FENCE <br />EX SEDIMENT POND AND RISER TO BE UTILIZED DURING <br />CONSTRUCTION ACTIVITIES AND REMOVED UPON CONSTRUCTION <br />OF PERMANENT STORM DRAINAGE FACILITIES <br />UE REMOVE EX SIGN <br />DEMOLISH EX CURB AND GUTTER <br />DEMOLISH EX SIDEWALK <br />ru"\ RELOCATE EX LIGHT POLE AND ELECTRICAL BOX, REFER TO <br />SHEET C-3.0 FOR PROPOSED LOCATION <br />ADJUST EX ELECTRICAL BOX TO FINISHED GRADE AS NEEDED <br />PEDESTRIAN ACCESS NOTE <br />PEDESTRIAN ACCESS ALONG INDUSTRY STREET SHALL REMAIN AVAILABLE DURING <br />CONSTRUCTION TO THE MAXIMUM EXTENT TECHNICALLY FEASIBLE. INTERRUPTION <br />OF PEDESTRIAN ACCESS SHALL REQUIRE THE CONTRACTOR TO OBTAIN SIDEWALK <br />CLOSURE PLAN APPROVAL FROM THE CITY OF EVERETT <br />L4 ; 7.11 IN Ll A I * m <br />( IN FEET ) <br />1 inch = 30 ft. <br />Know what's below. <br />Cal I before you dii <br />