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J U LY 2 0 1 2 7-317-12 INDEX OF SHEETS TITLE SHEET PLANS 1-4 EAST AVE. SIDEWALK IMPROVEMENTS SHEET 1 SHEET 2 SHEET 3 SHEET 4 DEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION MDOT PIN NO. 18204.00 ---PAGE BREAK--- REMOVE EXISTING PAVEMENT INSTALL NEW GRANITE CURB AND 6' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION REMOVE EXISTING CATCH BASIN INSTALL NEW 4' DIA CB CONNECT NEW 8" PVC LEAD TO EXISTING MANHOLE REMOVE EXISTING PAVEMENT INSTALL NEW GRANITE CURB AND 6' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION ITEM 609.11 VERTICAL CURB TYPE 1 STA FROM TO 0+57.18, 17.10' LT 1+90.56, 17.04' LT 2+26.78, 17.02' LT 2+76.27, 16.99' LT 3+12.25, 16.98' LT 3+33.77, 16.98' LT 3+83.11, 16.95' LT 4+84.97, 16.91' LT 5+26.81, 16.96' LT 5+41.96, 16.97' LT 5+77.97, 17.06' LT 5+98.81, 17.10' LT 6+35.05, 17.16' LT 7+26.38, 17.35' LT 7+62.37, 17.42' LT 8+60.15, 17.64' LT 9+23.07, 18.41' LT 9+76.55, 18.42' LT 10+12.54, 18.45' LT 10+61.66, 18.47' LT 11+01.54, 18.48' LT 11+19.18, 18.49' LT 11+55.18, 18.51' LT 12+48.70, 18.56' LT ITEM 609.12 VERTICAL CURB TYPE 1 - CIRCULAR STA 0+45.83, 23.16' LT TO 0+49.68, 19.31' LT FLUSH 8+67.78, 19.62' LT TO 8+72.32, 24.31' LT FLUSH 9+11.72, 24.47' LT TO 9+15.50, 20.62' LT FLUSH ITEM 609.238 TERMINAL CURB TYPE 1 - 8 FT STA 1+94.56, 17.04' LT 2+22.78, 17.02' LT 2+30.27, 16.99' LT 3+08.25, 16.98' LT 3+37.77, 16.96' LT 3+79.11, 16.95' LT 4+88.97, 16.91' LT 5+22.81, 16.96' LT 5+45.96, 16.97' LT 5+73.97, 17.06' LT 6+02.81, 17.10' LT 6+31.05, 17.16' LT 7+30.38, 17.35' LT 7+58.37, 17.42' LT 9+80.55, 18.42' LT 10+08.54, 18.45' LT 10+65.66, 18.47' LT 10+97.54, 18.48' LT 11+23.18, 18.49' LT 11+51.18, 18.51' LT REMOVE EXISTING CATCH BASIN INSTALL NEW 4' DIA CB CONNECT NEW 8" PVC LEAD TO VERTICAL BEND ITEM 609.2381 TERMINAL CURB TYPE 1 - 8 FT CIRCULAR STA 0+53.25, 17.71' LT R=15' 8+64.15, 18.13' LT R=15' 9+19.14, 19.02' LT R=15' ---PAGE BREAK--- REMOVE EXISTING PAVEMENT INSTALL NEW GRANITE CURB AND 6' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION REMOVE EXISTING PAVEMENT INSTALL NEW GRANITE CURB AND 6' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION REMOVE EXISTING CATCH BASIN INSTALL NEW 4' DIA CB CONNECT TO EXISTING 8" CMP INLET AND OUTLET AND 6" CMP INLET REMOVE EXISTING CATCH BASIN INSTALL NEW 4' DIA CB CONNECT NEW 12" PVC LEAD TO EXISTING MANHOLE CONNECT 8" CMP UD TO NEW CB ITEM 609.238 TERMINAL CURB TYPE 1 - 8 FT STA 12+52.70, 18.56' LT 12+81.00, 18.57' LT 13+39.25, 18.60' LT 13+67.25, 18.62' LT 14+01.38, 18.62' LT 14+43.08, 18.38' LT 15+02.77, 17.93' LT 15+30.77, 17.76' LT 16+05.41, 17.74' LT 16+33.41, 17.72' LT 19+40.14, 17.61' LT 19+68.17, 17.59' LT 20+42.08, 17.57' LT 20+70.08, 17.55' LT 22+11.14, 17.50' LT 22+39.14, 17.49' LT 22+47.14, 17.48' LT 22+75.16, 17.47' LT 22+86.86, 17.47' LT 23+26.78, 17.04' LT 25+41.85, 14.92' LT ITEM 609.11 VERTICAL CURB TYPE 1 STA FROM TO 12+85.00, 18.57' LT 13+35.25, 18.60' LT 13+71.25, 18.62' LT 13+97.38, 18.62' LT 14+47.08, 18.37' LT 14+98.77, 17.93' LT 15+34.77, 17.76' LT 16+01.41, 17.74' LT 16+37.41, 17.72' LT 19+36.14, 17.61' LT 19+72.17, 17.59' LT 20+38.08, 17.57' LT 20+74.08, 17.55' LT 22+07.14, 17.50' LT 22+79.16, 17.47' LT 22+82.86, 17.47' LT 23+30.78, 17.00' LT 25+37.85, 14.92' LT ---PAGE BREAK--- REMOVE EXISTING PAVEMENT INSTALL NEW GRANITE CURB AND 6' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION REMOVE EXISTING PAVEMENT RESET EXISTING GRANITE CURB AND RE-BUILD 5' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION INSTALL NEW TIP-DOWNS ITEM 609.38 RESET CURB TYPE 1 STA FROM TO 36+65.66, 19.77' LT 37+94.20, 19.91' LT ITEM 609.238 TERMINAL CURB TYPE 1 - 8 FT STA 25+73.20, 14.56' LT 26+18.43, 14.11' LT 26+46.40, 13.83' LT 26+91.51, 13.37' LT 27+19.68, 13.09' LT 29+33.11, 12.22' LT 29+61.09, 12.04' LT 32+91.32, 13.56' LT 33+19.35, 13.92' LT 33+89.55, 14.74' LT 34+17.53, 15.11' LT 35+02.29, 16.14' LT 35+30.26, 16.51' LT 35+77.65, 17.07' LT 37+98.20, 19.91' LT ITEM 609.2381 TERMINAL CURB TYPE 1 - 8 FT CIRCULAR STA 28+32.74, 13.00' LT R=15' 28+83.63, 13.32' LT R=15' 30+68.33, 11.70' LT R=15' 31+13.35, 12.09' LT R=15' 36+61.66, 20.19' LT R=30' ITEM 609.12 VERTICAL CURB TYPE 1 - CIRCULAR STA 28+36.37, 14.50' LT TO 28+40.37, 18.16' LT FLUSH 28+76.21, 18.79' LT TO 28+80.00, 14.93' LT FLUSH 30+72.09, 13.00' LT TO 30+76.20, 16.46' LT FLUSH 31+05.94, 17.55' LT TO 31+09.73, 13.70' LT FLUSH ITEM 609.11 VERTICAL CURB TYPE 1 STA FROM TO 25+77.20, 15.52' LT 26+14.43, 14.15' LT 26+50.40, 13.79' LT 26+87.51, 13.41' LT 27+23.68, 13.05' LT 28+28.74, 12.52' LT 28+87.55, 12.71' LT 29+29.11, 12.26' LT 29+65.09, 12.00' LT 30+64.36, 11.41' LT 31+17.28, 11.47' LT 32+87.32, 13.52' LT 33+23.35, 13.96' LT 33+85.55, 14.71' LT 34+21.53, 15.15' LT 34+98.29, 16.10' LT 35+34.26, 16.55' LT 35+73.65, 17.03' LT 36+65.66, 19.77' LT 37+94.20, 19.91' LT REMOVE EXISTING PAVEMENT INSTALL NEW GRANITE CURB AND 6' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION REMOVE EXISTING PAVEMENT INSTALL NEW GRANITE CURB AND 6' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION ---PAGE BREAK--- GENERAL NOTES: 1. THESE PLANS ARE BASED ON GIS AND RECORD DRAWINGS WITH MINIMAL FIELD SURVEY. ALL EXISTING UTILITY INFORMATION SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 2. PIPING CONNECTIONS TO REPLACED/RELOCATED CATCH BASINS SHALL BE VERIFIED IN THE FIELD AS TO SIZE, MATERIAL AND DEPTH. 3. INSTALL 4 INCHES LOAM WITH SEED AND MULCH FROM NEW BACK OF WALK TO MATCH INTO EXISTING LAWNS 4. DRIVEWAYS SHALL BE SAWCUT AT THE BACK OF WALK, EXCAVATED FOR 12 INCHES AGGREGATE BASE AND REPAVED WITH 2 INCHES 9.5mm HMA 5. CATCH BASIN DEBRIS HOODS SHALL BE INSTALLED ON THE OUTLET OF EACH CATCH BASIN AND SHALL BE INCIDENTAL TO THE COST OF THE CATCH BASIN. HOODS SHALL BE THE "SNOUT" OR "PPF CATCH BASIN HOOD." REMOVE EXISTING PAVEMENT RESET EXISTING GRANITE CURB AND RE-BUILD 5' SIDEWALK IN ACCORDANCE WITH THE TYPICAL SECTION INSTALL NEW TIP-DOWNS ITEM 609.2381 TERMINAL CURB TYPE 1 - 8 FT CIRCULAR STA 40+07.54, 20.49' LT R=30' 41+35.54, 20.00' LT R=30' ITEM 609.38 RESET CURB TYPE 1 STA FROM TO 38+49.02, 19.96' LT 39+23.70, 19.96' LT 40+07.40, 20.13' LT 40+67.45, 20.21' LT REMOVE EXISTING PAVEMENT REGRADE EXISTING AGG BASE AND RE-PAVE 5' SIDEWALK INSTALL NEW TIP-DOWNS REMOVE EXISTING PAVEMENT REGRADE EXISTING AGG BASE AND RE-PAVE 5' SIDEWALK INSTALL NEW TIP-DOWNS ITEM 609.238 TERMINAL CURB TYPE 1 - 8 FT STA 38+45.02, 19.96' LT 39+27.70, 19.96' LT 39+71.63, 20.10' LT 39+79.63, 20.11' LT 40+03.40, 20.13' LT 42+26.88, 19.87' LT 42+86.50, 19.79' LT