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Res. #19-035 - Approving Plans & Specs & Ordering Ad. for Bids
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Res. #19-035 - Approving Plans & Specs & Ordering Ad. for Bids
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12/19/2019 10:49:57 AM
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6 <br /> °i U <br /> o d <br /> WI''r C <br /> C/L C/L mg § <br /> -1 RPN SD' R/W R/W sB' R/W <br /> VARIES 1 <br /> "` 10.33' 14.67 _ 14.67 10.33' _ ..... <br /> 10.67'-14.67' 12.00' 14.67 10' fo 8 <br /> WI THRU THRU SHLDR/TURN THRU THRU i EX.BIT y S <br /> W 6.00' 28' 6.00 VAR. VARIES 36'-40' TRAIL ® , <br /> 7 <br /> WALKDESIG B61VK 24 CONC. DESIG .VAR' <br /> 4Yg Q WL C C&G(TYP) PROFILE <br /> §; A VARIES GRADE (T'P) VARIES GRADE eil <br /> Cg8 I I+ 0.025/FT 0.025'/FT VARIES <br /> 6"DRAIN TILE(TYP 1 _ n �— ,�--- y5.p5, Q <br /> f ,EXIST.5624 iig S <br /> CONC.C&G h <br /> (TOP) n!l` <br /> _8 � <br /> —1 1/2"-WEARING COURSE(SPWEA240C) 1 1/2"-WEARING COURSE(SPWEA240C) �I3e <br /> —2"-NON-WEARING COURSE(SPNWB230C) 2"-NON-WEARING COURSE(SPNWB230C) e 5 <br /> 8"CLASS 5 AGGREGATE BASE 8"CLASS 5 AGGREGATE BASE Ei<_ z # <br /> 20"SELECT GRANULAR BORROW 20"SELECT GRANULAR BORROW !7q $ R'A <br /> GEOTEXTILE FABRIC,TYPE V GEOTEXTILE FABRIC,TYPE V <br /> TYPICAL SECTION TYPICAL SECTION <br /> 28'FACE-TO-FACE ROAD IMPROVEMENTS CENTERVILLE ROAD IMPROVEMENTS <br /> 36'-40'VARIABLE FACE-TO-FACE <br /> Q 6'CONCRETE WALK ON SOREL STREET EAST OF PROGRESS ROAD <br /> LI <br /> 6'CONCRETE WALK ON SOREL STREET FROM CENTERVILLE ROAD TO PROGRESS ROAD > <br /> O <br /> Q "- <br /> O L <br /> h <br /> Lu IT <br /> Z <br /> Cz• oz 4 <br /> Q U <br /> C/L _1 ce a <br /> RAN SO' R/W ROAD IMPROVEMENT NOTES: J N U <br /> —� > Q ) <br /> YEAR 1 CY K <br /> 10.33' 14.67 12.00' _ 8.67 6.00' 8.00' _ 1.REMOVE BITUMINOUS 1- <br /> THRU THRU PARKING BLVC EX.BIT. 2.INSTALL WATER MAIN&SERVICES Z Z <br /> 34' 4.33' PATH 3.INSTALL STORM SEWER LU <br /> 4.CONSTRUCT ROAD THROUGH BITUMINOUS BASE COURSE. U 0 <br /> DESIGNB618 5.RESTORE DISTURBED TURF AND DRIVEWAYS BEHIND THE CURB Z <br /> C/ CONC. 6.PERFORM 1ST STRUCTURE ADJUSTMENT <br /> GRADE \7 C&G 0 <br /> VARIES (T P) YEAR 2 <br /> f 0.025'/FT _ ___ — 7.PERFORM 2ND STRUCTURE ADJUSTMENT 0 <br /> 6"DRAIN TILE(TYP) I L7 <br /> e � ,-- n� 8.COMPLETE ALL PUNCH LIST ITEMS gi <br /> 10.9.STACK PCOAT <br /> 11.PAVE WEAR <br /> 12.SAW&SEAL WEAR COURSE <br /> 6A NORPA6I.N DAIS <br /> `A —1 1/2"-WEARING COURSE(SPWEA240C) <br /> $ —2"-NON-WEARING COURSE(SPNWB230C) <br /> C 1 8"CLASS 5 AGGREGATE BASE <br /> 'a 20"SELECT GRANULAR BORROW <br /> GEOTEXTILE FABRIC,TYPE V <br /> gi TYPICAL SECTION <br /> $0 34'FACE-TO-FACE ROAD IMPROVEMENTS SURVEY wnuRA", <br /> O <br /> a APPROVED <br /> a.rbD <br /> ie-;FP Px ... . <br /> g&. 43 C1.01 <br />
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