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HomeMy WebLinkAbout06/01/2022 - Market Street Drainage As Built3/19/2019 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF 51658.01_drain_notes.dgn S. BURLINGTON - MARKET STREET STP 5200(17) 39 108 D.M. PECK M. BOGUEG.L. BAKOS DRAINAGE NOTES 12 11 10 9 8 7 6 5 4 3 2 1 DRAINAGE NOTES 33 32 31 30 29 28 27 26 25 24 23 44 43 42 41 40 39 38 37 36 35 34 54 53 52 51 50 49 48 47 46 45 TOP OF COVER = 312.55 30'' INV. OUT = 305.38 30'' INV. IN (41) = 305.38 15'' INV. IN (43) = 305.38 15'' INV. IN (42) = 305.38 CONST. DMH (6-FOOT DIA.), +95.5, RT. 6.0 CONST. 29 LF X 30'' RCP STA. 118+95.5, RT. 6.0' - STA. 119+30.0, RT. 6.0' TOP OF GRATE = 312.20 15'' INV. OUT = 307.90 6'' INV. OUT = 308.65 CONST. RCDI, +97.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 118+97.0, RT. 18.0' - STA. 118+95.5, RT. 6.0' TOP OF GRATE = 312.20 15'' INV. OUT = 307.90 CONST. RCDI, +97.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 118+97.0, LT. 18.0' - STA. 118+95.5, RT. 6.0' TOP OF COVER = 311.87 30'' INV. OUT = 305.60 30'' INV. IN (38) = 305.60 15'' INV. IN (40) = 305.60 15'' INV. IN (39) = 305.60 CONST. DMH (6-FOOT DIA.), +69.5, RT. 6.0' CONST. 120 LF X 30'' RCP STA. 117+69.5, RT. 6.0' - STA. 118+95.5, RT. 6.0' TOP OF GRATE = 311.55 15'' INV. OUT = 306.30 6'' INV. IN (71) = 307.05 6'' INV. IN (43) = 307.05 CONST. RCDI, +60.0, RT. 18.0' CONST. 11 LF X 15'' RCP STA. 117+60.0, RT. 18.0' - STA. 117+69.5, RT. 6.0' TOP OF GRATE = 311.55 15'' INV. OUT = 306.31 6'' INV. IN (73) = 307.06 6'' INV. IN (46) = 307.06 CONST. RCDI, +60.0, LT. 18.0' CONST. 21 LF X 15'' RCP STA. 117+60.0, LT. 18.0' - STA. 117+69.5, RT. 6.0' TOP OF COVER = 312.09 30'' INV. OUT = 305.73 24'' INV. IN (73) = 305.73 15'' INV. IN (37) = 305.73 15'' INV. IN (36) = 305.73 CONST. DMH (6-FOOT DIA.), +85.0, RT. 6.0' CONST. 79 LF X 30'' RCP STA. 116+85.0, RT. 6.0' - STA. 117+69.5, RT. 6.0' TOP OF GRATE = 311.75 15'' INV. OUT = 307.45 CONST. RCDI, +85.0, LT. 18.0' CONST. 19 LF X 15'' RCP STA. 116+85.0, LT. 18.0' - STA. 116+85.0, RT. 6.0' TOP OF GRATE = 311.75 15'' INV. OUT = 307.45 CONST. RCDI, +85.0, RT. 18.0' CONST. 7 LF X 15'' RCP STA. 116+85.0, RT. 18.0' - STA. 116+85.0, RT. 6.0' TOP OF COVER = 312.94 24'' INV. OUT = 306.01 24'' INV. IN (32) = 306.01 15'' INV. IN (34) = 306.01 18'' INV. IN (33) = 306.01 CONST. DMH (5-FOOT DIA.), +06.0, RT. 6.1' CONST. 89 LF X 24'' RCP STA. 115+06.0, RT. 6.1' - STA. 116+00.0, RT. 6.0' TOP OF GRATE = 312.60 15'' INV. OUT = 307.00 6'' INV. IN (70) = 307.75 6'' INV. IN (31) = 307.75 CONST. RCDI, +06.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 115+06.0, RT. 18.0' - STA. 115+06.0, RT. 6.1' TOP OF COVER = 311.58 18'' INV. OUT = 307.72 15'' INV. IN (11) = 307.72 15'' INV. IN (10) = 307.72 18'' INV. IN (9) = 307.72 CONST. DMH (6-FOOT DIA.), +77.0, RT. 6.0' CONST. 42 LF X 18'' RCP STA. 104+77.0, RT. 6.0' - STA. 105+22.4, RT. 6.0' TOP OF GRATE = 311.34 15'' INV. OUT = 307.85 15" INV. IN (69) = 307.85 CONST. RCDI, +77.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 104+77.0, RT. 18.0' - STA. 104+77.0, RT. 6.0' TOP OF GRATE = 311.30 15'' INV. OUT = 307.85 6'' INV. IN (8) = 308.17 CONST. RCDI, +77.0, LT. 19.9' CONST. 22 LF X 15'' RCP STA. 104+77.0, LT. 19.9' - STA. 104+77.0, RT. 6.0' TOP OF COVER = 311.58 18'' INV. OUT = 307.82 6'' INV. OUT = 308.81 15'' INV. IN (69) = 307.82 15'' INV. IN (8) = 307.82 18'' INV. IN (7) = 307.82 CONST. DMH, +78.1, RT. 6.0' CONST. 95 LF X 18'' RCP STA. 103+78.1, RT. 6.0' - 104+77.0, RT. 6.0' TOP OF GRATE = 311.14 15'' INV. OUT = 308.05 6'' INV. OUT = 308.80 6'' INV. OUT = 308.80 CONST. RCDI, +79.0, LT. 22.0' CONST. 27 LF X 15'' RCP STA. 103+79.0, LT. 22.0' - STA. 103+78.1, RT. 6.0' TOP OF GRATE = 311.50 18'' INV. OUT = 308.04 6'' INV. IN = 308.77 CONST. RCDI, +04.0, RT. 18.0' CONST. 72 LF X 18'' RCP STA. 103+04.0, RT. 18.0' - STA. 103+78.1, RT. 6.0' TOP OF GRATE = 311.22 15'' INV. OUT = 306.97 6'' INV. IN (8) = 307.72 CONST. RCDI, +25.0, LT. 22.0' CONST. 15 LF X 15'' RCP STA. 101+25.0, LT. 22.0' - STA. 101+20.0, LT. 6.0' TOP OF GRATE = 311.50 15'' INV. OUT = 307.10 6'' INV. IN = 307.74 CONST. RCDI, +79.0, RT. 18.0' CONST. 60 LF X 15'' RCP STA. 101+79.0, RT. 18.0' - STA. 101+20.0, LT. 6.0' TOP OF COVER = 311.67 15'' INV. OUT = 306.89 15'' INV. IN (6) = 306.89 15'' INV. IN (5) = 306.89 CONST. DMH, +20.0, LT. 6.0' CONST. 50 LF X 15'' RCP STA. 101+20.0, LT. 6.0' - STA. 100+66.0, LT. 6.0' TOP OF GRATE = 311.08 15'' INV. OUT = 306.83 CONST. RCDI, +66.0, LT. 26.1' CONST. 17 LF X 15'' RCP STA. 100+66.0, LT 26.1' - STA. 100+66.0, LT. 6.0' TOP OF COVER = 311.37 15'' INV. OUT = 306.64 15'' INV. IN (4) = 306.64 15'' INV. IN (3) = 306.64 CONST. DMH, +66.0, LT 6.0' CONST. 52 LF X 15'' RCP STA. 100+66.0, LT. 6.0' - STA. 100+35.4, RT. 38.8' TOP OF GRATE = 310.73 NEW 15'' INV. IN = 306.37 RECONST. EXIST. DI STA. 100+35.4, RT. 38.8' 22 21 20 19A 19 18 17 16 15 14 13 TOP OF COVER = 314.47 15'' INV. OUT = 308.93 15'' INV. IN (57) = 308.93 15'' INV. IN (56) = 308.93 15'' INV. IN (55) = 308.93 CONST. DMH, +46.8, RT. 6.0' CONST. 105 LF X 15'' RCP STA. 124+46.8, RT. 6.0' - STA. 123+39.3, RT. 6.0' TOP OF GRATE = 313.30 15'' INV OUT = 309.00 6'' INV. IN (55) = 309.75 6'' INV. IN (FB) = 309.75 CONST. RCDI, +43.3, LT. 12.0' CONST. 15 LF X 15'' RCP STA. 123+43.3, LT. 12.0' - STA. 123+39.3, RT. 6.0' TOP OF GRATE = 313.15 15'' INV OUT = 308.85 6'' INV. OUT = 309.60 6'' INV. IN (56) = 309.60 CONST. RCDI, +43.3, RT. 20.0' CONST. 11 LF X 15'' RCP STA. 123+43.3, RT. 20.0' - STA. 123+39.3, RT. 6.0' TOP OF COVER = 313.55 15'' INV. OUT = 307.88 15'' INV. IN (54) = 307.88 15'' INV. IN (53) = 307.88 15'' INV. IN (52) = 307.88 CONST. DMH, +39.3, RT. 6.0' CONST. 40 LF X 15'' RCP STA. 123+39.3, RT. 6.0' - STA. 123+00.0, RT. 20.0' TOP OF COVER = 313.43 15'' INV. OUT = 307.43 15'' INV. IN (51) = 307.43 CONST. DMH, +00.0, RT. 20.0' CONST. 51 LF X 15'' RCP STA. 123+00.0, RT. 20.0' - STA. 122+48.5, RT. 20.0' CONST. STONE FILL TYPE 1 PAD AT OUTLET 15'' INV. AT OUTLET = 305.00 TOP OF GRATE = 313.81 15'' INV. OUT AT ES = 307.00 15'' INV. IN (50) = 307.00 15'' INV. IN (48) = 307.00 6'' INV. IN (52) = 307.75 6'' INV. IN (FB) = 307.75 CONST. RCDI, +48.5, RT. 20.0 CONST. 109 LF X 15'' RCP STA. 122+48.5, RT. 20.0' - STA. 122+35.8, RT. 129.5' 24" INV. AT ES OUTLET = 308.60 24" INV. AT ES INLET = 308.74 CONST. 29 LF X 24" RCP STA. 122+27.1, RT 56.0' TO STA. 122+02.7, RT 56.0' TOP OF GRATE = 313.10 15'' INV. OUT = 308.80 6'' INV. IN (FB) = 309.55 CONST. RCDI, +12.0, RT. 18.0' CONST. 10 LF X 15'' RCP STA. 120+12.0, RT. 18.0' - STA. 120+06.7, RT. 6.0' TOP OF GRATE = 313.10 15'' INV. OUT = 308.80 6'' INV. OUT = 309.55 6'' INV. IN (FB) = 309.55 CONST. RCDI, +12.0, LT. 18.0' CONST. 21 LF X 15'' RCP STA. 120+12.0, LT. 18.0' - STA. 120+06.7, RT. 6.0' TOP OF COVER = 313.38 15'' INV. OUT = 308.00 15'' INV. IN (47) = 308.00 15'' INV. IN (46) = 308.00 CONST. DMH, +06.7, RT. 6.0 CONST. 72 LF X 15'' RCP STA. 120+06.7, RT. 6.0' - STA. 119+30.0, RT. 6.0' G.L. BAKOS TOP OF COVER = 312.73 24'' INV. OUT = 307.31 18'' INV. IN (18) = 307.31 15'' INV. IN (21) = 307.31 15'' INV. IN (20) = 307.95 CONST. DMH, +59.2, RT. 6.0' CONST. 120 LF X 24'' RCP STA. 107+59.2, RT. 6.0' - STA. 108+86.0, RT. 6.0' TOP OF GRATE = 312.35 15'' INV. OUT = 307.42 6'' INV. IN (24) = 307.90 6'' INV. IN (17) = 307.90 CONST. RCDI, +59.2, RT. 20.0' CONST. 10 LF X 15'' RCP STA. 107+59.2, RT. 20.0' - STA. 107+59.2, RT. 6.0' TOP OF GRATE = 312.30 15'' INV. OUT = 308.10 6'' INV. IN (23) = 308.20 CONST. RCDI, +56.3, LT. 22.0' CONST. 25 LF X 15'' RCP STA. 107+56.3, LT. 22.0' - STA. 107+59.2, RT. 6.0' TOP OF COVER = 312.65 24'' INV. OUT (EXIST.) = 305.65 19"X30" INV. IN = 305.65 CONNECT TO EXIST. 24'' CMP REPLACE WITH DMH (6-FOOT DIA.) REMOVE EXIST. DI, +93.0, RT. 36.0' STA. 106+93.0, RT. 36.0' TOP OF COVER = 312.20 19"X30" INV. OUT = 305.65 24'' INV. IN = 305.75 24'' INV. IN (EXIST.) = 305.65 CONST. DMH, +71.3, LT 8.0' (6-FOOT DIA.) (19"X30" OVAL RCP CLASS III) CONST. 43 LF SPECIAL PROVISION STA. 106+71.3, LT. 8.0' - STA. 106+93.0, RT. 36.0' TOP OF COVER = 311.75 18'' INV. OUT = 307.53 6" INV. OUT = 308.39 15'' INV. IN (17) = 307.53 15'' INV. IN (16) = 307.53 18'' INV. IN (15) = 307.53 CONST. DMH, +01.0, RT. 6.0' CONST. 153 LF X 18'' RCP STA. 106+01.0, RT. 6.0' - STA. 107+59.2, RT. 6.0' TOP OF COVER = 312.78 24'' INV. OUT = 306.00 CONST. DMH, +83.4, LT. 29.0' CONST. 20 LF X 24'' RCP STA. 106+83.4, LT. 29.0' - STA. 106+71.3, LT. 8.0' TOP OF GRATE = 311.40 15'' INV. OUT = 307.73 6'' INV. OUT = 308.39 6'' INV. OUT = 308.39 CONST. RCDI, +01.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 106+01.0, LT. 18.0' - STA. 106+01.0, RT. 6.0' TOP OF COVER = 311.50 18'' INV. OUT = 307.68 15'' INV. IN (14) = 307.68 15'' INV. IN (13) = 307.68 18'' INV. IN (12) = 307.68 6'' INV. IN (17) = 308.17 CONST. DMH (6-FOOT DIA.), +22.4, RT. 6.0' CONST. 74 LF X 18'' RCP STA. 105+22.4, RT. 6.0' - STA. 106+01.0, RT. 6.0' TOP OF GRATE = 311.16 15'' INV. OUT = 307.78 6'' INV. IN (16) = 308.04 CONST. RCDI, +25.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 105+25.0, LT. 18.0' - STA. 105+22.4, RT. 6.0' TOP OF GRATE = 311.14 15'' INV. OUT = 307.78 6'' INV. IN (9) = 308.27 CONST. RCDI, +09.0, RT. 18.0' CONST. 14 LF X 15'' RCP STA. 105+09.0, RT. 18.0' - STA. 105+22.4, RT. 6.0' 5 REVISIONS 5 03/19/2019 TOP OF GRATE = 312.60 15'' INV. OUT = 307.00 6'' INV. IN (72) = 308.00 6'' INV. IN (30) = 308.00 CONST. RCDI, +06.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 115+06.0, LT. 18.0' - STA. 115+06.0, RT. 6.1' TOP OF COVER = 313.89 24'' INV. OUT = 306.34 24'' INV. IN (29) = 306.34 15'' INV. IN (31) = 306.34 15'' INV. IN (30) = 306.34 CONST. DMH (6-FOOT DIA.), +15.0, RT. 6.0' CONST. 185 LF X 24'' RCP STA. 113+15.0, RT. 6.0' - STA. 115+06.0, RT. 6.1' TOP OF GRATE = 313.60 15'' INV. OUT = 309.30 6'' INV. OUT = 310.05 6'' INV. OUT = 310.05 CONST. RCDI, +08.0, RT. 18.0' CONST. 9 LF X 15'' RCP STA. 113+08.0, RT. 18.0' - STA. 113+15.0, RT. 6.0' TOP OF GRATE = 313.60 15'' INV. OUT = 309.30 6'' INV. OUT = 310.05 6'' INV. OUT = 310.05 CONST. RCDI, +08.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 113+08.0, LT. 18.0' - STA. 113+15.0, RT. 6.0' TOP OF COVER = 314.39 24'' INV. OUT = 306.50 24'' INV. IN (26) = 306.50 15'' INV. IN (28) = 306.50 15'' INV. IN (27) = 306.50 CONST. DMH, +25.0, RT. 6.0' CONST. 86 LF X 24'' RCP STA. 112+25.0, RT. 6.0' - STA. 113+15.0, RT. 6.0' TOP OF GRATE = 314.05 15'' INV. OUT = 309.70 CONST. RCDI, +25.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 112+25.0, RT. 18.0' - STA. 112+25.0, RT. 6.0' TOP OF GRATE = 314.05 15'' INV. OUT = 309.70 CONST. RCDI, +25.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 112+25.0, LT. 18.0' - STA. 112+25.0, RT. 6.0' TOP OF COVER = 314.90 24'' INV. OUT = 306.74 24'' INV. IN (25) = 306.74 12'' INV. IN (E) = 307.00 6'' INV. IN (30) = 307.88 6'' INV. IN (31) = 307.88 6'' INV. IN (23) = 307.88 6'' INV. IN (24) = 307.88 CONST. DMH, +90.0, RT. 6.0' CONST. 132 LF X 24'' RCP STA. 110+90.0, RT. 6.0' - STA. 112+25.0, RT. 6.0' TOP OF COVER = 313.60 24'' INV. OUT = 307.08 24'' INV. IN (22) = 307.08 15'' INV. IN (24) = 307.08 15'' INV. IN (23) = 307.08 CONST. DMH (5-FOOT DIA.), +86.0, RT. 6.0' CONST. 197 LF X 24'' RCP STA. 108+86.0, RT. 6.0' - STA. 110+90.0, RT. 6.0' TOP OF GRATE = 313.25 15'' INV. OUT = 308.95 6'' INV. OUT = 309.70 6'' INV. OUT = 309.70 CONST. RCDI, +86.0, RT. 20.0' CONST. 10 LF X 15'' RCP STA. 108+86.0, RT. 20.0' - STA. 108+86.0, RT. 6.0' TOP OF GRATE = 313.25 15'' INV. OUT = 308.95 6'' INV. OUT = 309.70 6'' INV. OUT = 309.70 CONST. RCDI, +86.0, LT. 20.0' CONST. 22 LF X 15'' RCP STA. 108+86.0, LT. 20.0' - STA. 108+86.0, RT. 6.0' REMOVED SEWER LINE AT STA. 109+39.36, LT MANHOLE AT STA. 110+60.75, LT. 6.0' AND MOVED MANHOLE #26, SLEEVE #84, SEWER 106+83.03, LT. 21.0' (14.0LF of RCP & 3.0LF of 15"ø CPEPSL)30.0 30.0 2-8"ø DIP 2-8"ø DIP 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF 51658.01_drain_notes.dgn S. BURLINGTON - MARKET STREET STP 5200(17) 39 108 D.M. PECK M. BOGUEG.L. BAKOS DRAINAGE NOTES 12 11 10 9 8 7 6 5 4 3 2 1 DRAINAGE NOTES 33 32 31 30 29 28 27 26 25 24 23 44 43 42 41 40 39 38 37 36 35 34 54 53 52 51 50 49 48 47 46 45 TOP OF GRATE = 312.60 15'' INV. OUT = 307.00 6'' INV. IN (72) = 308.00 6'' INV. IN (30) = 308.00 CONST. RCDI, +06.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 115+06.0, LT. 18.0' - STA. 115+06.0, RT. 6.1' TOP OF COVER = 313.89 24'' INV. OUT = 306.34 24'' INV. IN (29) = 306.34 15'' INV. IN (31) = 306.34 15'' INV. IN (30) = 306.34 CONST. DMH (6-FOOT DIA.), +15.0, RT. 6.0' CONST. 185 LF X 24'' RCP STA. 113+15.0, RT. 6.0' - STA. 115+06.0, RT. 6.1' TOP OF GRATE = 313.60 15'' INV. OUT = 309.30 6'' INV. OUT = 310.05 6'' INV. OUT = 310.05 CONST. RCDI, +08.0, RT. 18.0' CONST. 9 LF X 15'' RCP STA. 113+08.0, RT. 18.0' - STA. 113+15.0, RT. 6.0' TOP OF GRATE = 313.60 15'' INV. OUT = 309.30 6'' INV. OUT = 310.05 6'' INV. OUT = 310.05 CONST. RCDI, +08.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 113+08.0, LT. 18.0' - STA. 113+15.0, RT. 6.0' TOP OF COVER = 314.39 24'' INV. OUT = 306.50 24'' INV. IN (26) = 306.50 15'' INV. IN (28) = 306.50 15'' INV. IN (27) = 306.50 CONST. DMH, +25.0, RT. 6.0' CONST. 86 LF X 24'' RCP STA. 112+25.0, RT. 6.0' - STA. 113+15.0, RT. 6.0' TOP OF GRATE = 314.05 15'' INV. OUT = 309.70 CONST. RCDI, +25.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 112+25.0, RT. 18.0' - STA. 112+25.0, RT. 6.0' TOP OF GRATE = 314.05 15'' INV. OUT = 309.70 CONST. RCDI, +25.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 112+25.0, LT. 18.0' - STA. 112+25.0, RT. 6.0' TOP OF COVER = 314.90 24'' INV. OUT = 306.38 24'' INV. IN (25) = 306.38 6'' INV. IN (30) = 307.88 6'' INV. IN (31) = 307.88 6'' INV. IN (23) = 307.88 6'' INV. IN (24) = 307.88 CONST. DMH, +67.5, RT. 6.0' CONST. 154 LF X 24'' RCP STA. 110+67.5, RT. 6.0' - STA. 112+25.0, RT. 6.0' TOP OF COVER = 313.60 24'' INV. OUT = 306.51 24'' INV. IN (22) = 307.08 15'' INV. IN (24) = 307.08 15'' INV. IN (23) = 307.08 CONST. DMH (5-FOOT DIA.), +86.0, RT. 6.0' CONST. 175 LF X 24'' RCP STA. 108+86.0, RT. 6.0' - STA. 110+67.5, RT. 6.0' TOP OF GRATE = 313.25 15'' INV. OUT = 308.95 6'' INV. OUT = 309.70 6'' INV. OUT = 309.70 CONST. RCDI, +86.0, RT. 20.0' CONST. 10 LF X 15'' RCP STA. 108+86.0, RT. 20.0' - STA. 108+86.0, RT. 6.0' TOP OF GRATE = 313.25 15'' INV. OUT = 308.95 6'' INV. OUT = 309.70 6'' INV. OUT = 309.70 CONST. RCDI, +86.0, LT. 20.0' CONST. 22 LF X 15'' RCP STA. 108+86.0, LT. 20.0' - STA. 108+86.0, RT. 6.0' TOP OF COVER = 312.55 30'' INV. OUT = 305.38 30'' INV. IN (41) = 305.38 15'' INV. IN (43) = 305.38 15'' INV. IN (42) = 305.38 CONST. DMH (6-FOOT DIA.), +95.5, RT. 6.0 CONST. 29 LF X 30'' RCP STA. 118+95.5, RT. 6.0' - STA. 119+30.0, RT. 6.0' TOP OF GRATE = 312.20 15'' INV. OUT = 307.90 6'' INV. OUT = 308.65 CONST. RCDI, +97.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 118+97.0, RT. 18.0' - STA. 118+95.5, RT. 6.0' TOP OF GRATE = 312.20 15'' INV. OUT = 307.90 CONST. RCDI, +97.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 118+97.0, LT. 18.0' - STA. 118+95.5, RT. 6.0' TOP OF COVER = 311.87 30'' INV. OUT = 305.60 30'' INV. IN (38) = 305.60 15'' INV. IN (40) = 305.60 15'' INV. IN (39) = 305.60 CONST. DMH (6-FOOT DIA.), +69.5, RT. 6.0' CONST. 120 LF X 30'' RCP STA. 117+69.5, RT. 6.0' - STA. 118+95.5, RT. 6.0' TOP OF GRATE = 311.55 15'' INV. OUT = 306.30 6'' INV. IN (71) = 307.05 6'' INV. IN (43) = 307.05 CONST. RCDI, +60.0, RT. 18.0' CONST. 11 LF X 15'' RCP STA. 117+60.0, RT. 18.0' - STA. 117+69.5, RT. 6.0' TOP OF GRATE = 311.55 15'' INV. OUT = 306.31 6'' INV. IN (73) = 307.06 6'' INV. IN (46) = 307.06 CONST. RCDI, +60.0, LT. 18.0' CONST. 21 LF X 15'' RCP STA. 117+60.0, LT. 18.0' - STA. 117+69.5, RT. 6.0' TOP OF COVER = 312.09 30'' INV. OUT = 305.73 24'' INV. IN (73) = 305.73 15'' INV. IN (37) = 305.73 15'' INV. IN (36) = 305.73 CONST. DMH (6-FOOT DIA.), +85.0, RT. 6.0' CONST. 79 LF X 30'' RCP STA. 116+85.0, RT. 6.0' - STA. 117+69.5, RT. 6.0' TOP OF GRATE = 311.75 15'' INV. OUT = 307.45 CONST. RCDI, +85.0, LT. 18.0' CONST. 19 LF X 15'' RCP STA. 116+85.0, LT. 18.0' - STA. 116+85.0, RT. 6.0' TOP OF GRATE = 311.75 15'' INV. OUT = 307.45 CONST. RCDI, +85.0, RT. 18.0' CONST. 7 LF X 15'' RCP STA. 116+85.0, RT. 18.0' - STA. 116+85.0, RT. 6.0' TOP OF COVER = 312.94 24'' INV. OUT = 306.01 24'' INV. IN (32) = 306.01 15'' INV. IN (34) = 306.01 18'' INV. IN (33) = 306.01 CONST. DMH (5-FOOT DIA.), +06.0, RT. 6.1' CONST. 89 LF X 24'' RCP STA. 115+06.0, RT. 6.1' - STA. 116+00.0, RT. 6.0' TOP OF GRATE = 312.60 15'' INV. OUT = 307.00 6'' INV. IN (70) = 307.75 6'' INV. IN (31) = 307.75 CONST. RCDI, +06.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 115+06.0, RT. 18.0' - STA. 115+06.0, RT. 6.1' TOP OF COVER = 311.58 18'' INV. OUT = 307.72 15'' INV. IN (11) = 307.72 15'' INV. IN (10) = 307.72 18'' INV. IN (9) = 307.72 CONST. DMH (6-FOOT DIA.), +77.0, RT. 6.0' CONST. 42 LF X 18'' RCP STA. 104+77.0, RT. 6.0' - STA. 105+22.4, RT. 6.0' TOP OF GRATE = 311.34 15'' INV. OUT = 307.85 15" INV. IN (69) = 307.85 CONST. RCDI, +77.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 104+77.0, RT. 18.0' - STA. 104+77.0, RT. 6.0' TOP OF GRATE = 311.30 15'' INV. OUT = 307.85 6'' INV. IN (8) = 308.17 CONST. RCDI, +77.0, LT. 19.9' CONST. 22 LF X 15'' RCP STA. 104+77.0, LT. 19.9' - STA. 104+77.0, RT. 6.0' TOP OF COVER = 311.58 18'' INV. OUT = 307.82 6'' INV. OUT = 308.81 15'' INV. IN (69) = 307.82 15'' INV. IN (8) = 307.82 18'' INV. IN (7) = 307.82 CONST. DMH, +78.1, RT. 6.0' CONST. 95 LF X 18'' RCP STA. 103+78.1, RT. 6.0' - 104+77.0, RT. 6.0' TOP OF GRATE = 311.14 15'' INV. OUT = 308.05 6'' INV. OUT = 308.80 6'' INV. OUT = 308.80 CONST. RCDI, +79.0, LT. 22.0' CONST. 27 LF X 15'' RCP STA. 103+79.0, LT. 22.0' - STA. 103+78.1, RT. 6.0' TOP OF GRATE = 311.50 18'' INV. OUT = 308.04 6'' INV. IN = 308.77 CONST. RCDI, +04.0, RT. 18.0' CONST. 72 LF X 18'' RCP STA. 103+04.0, RT. 18.0' - STA. 103+78.1, RT. 6.0' TOP OF GRATE = 311.22 15'' INV. OUT = 306.97 6'' INV. IN (8) = 307.72 CONST. RCDI, +25.0, LT. 22.0' CONST. 15 LF X 15'' RCP STA. 101+25.0, LT. 22.0' - STA. 101+20.0, LT. 6.0' TOP OF GRATE = 311.50 15'' INV. OUT = 307.10 6'' INV. IN = 307.74 CONST. RCDI, +79.0, RT. 18.0' CONST. 60 LF X 15'' RCP STA. 101+79.0, RT. 18.0' - STA. 101+20.0, LT. 6.0' TOP OF COVER = 311.67 15'' INV. OUT = 306.89 15'' INV. IN (6) = 306.89 15'' INV. IN (5) = 306.89 CONST. DMH, +20.0, LT. 6.0' CONST. 50 LF X 15'' RCP STA. 101+20.0, LT. 6.0' - STA. 100+66.0, LT. 6.0' TOP OF GRATE = 311.08 15'' INV. OUT = 306.83 CONST. RCDI, +66.0, LT. 26.1' CONST. 17 LF X 15'' RCP STA. 100+66.0, LT 26.1' - STA. 100+66.0, LT. 6.0' TOP OF COVER = 311.37 15'' INV. OUT = 306.64 15'' INV. IN (4) = 306.64 15'' INV. IN (3) = 306.64 CONST. DMH, +66.0, LT 6.0' CONST. 52 LF X 15'' RCP STA. 100+66.0, LT. 6.0' - STA. 100+35.4, RT. 38.8' TOP OF GRATE = 310.73 NEW 15'' INV. IN = 306.37 RECONST. EXIST. DI STA. 100+35.4, RT. 38.8' 22 21 20 19A 19 18 17 16 15 14 13 TOP OF COVER = 314.47 15'' INV. OUT = 308.93 15'' INV. IN (57) = 308.93 15'' INV. IN (56) = 308.93 15'' INV. IN (55) = 308.93 CONST. DMH, +46.8, RT. 6.0' CONST. 105 LF X 15'' RCP STA. 124+46.8, RT. 6.0' - STA. 123+39.3, RT. 6.0' TOP OF GRATE = 313.30 15'' INV OUT = 309.00 6'' INV. IN (55) = 309.75 6'' INV. IN (FB) = 309.75 CONST. RCDI, +43.3, LT. 12.0' CONST. 15 LF X 15'' RCP STA. 123+43.3, LT. 12.0' - STA. 123+39.3, RT. 6.0' TOP OF GRATE = 313.15 15'' INV OUT = 308.85 6'' INV. OUT = 309.60 6'' INV. IN (56) = 309.60 CONST. RCDI, +43.3, RT. 20.0' CONST. 11 LF X 15'' RCP STA. 123+43.3, RT. 20.0' - STA. 123+39.3, RT. 6.0' TOP OF COVER = 313.55 15'' INV. OUT = 307.88 15'' INV. IN (54) = 307.88 15'' INV. IN (53) = 307.88 15'' INV. IN (52) = 307.88 CONST. DMH, +39.3, RT. 6.0' CONST. 40 LF X 15'' RCP STA. 123+39.3, RT. 6.0' - STA. 123+00.0, RT. 20.0' TOP OF COVER = 313.43 15'' INV. OUT = 307.43 15'' INV. IN (51) = 307.43 CONST. DMH, +00.0, RT. 20.0' CONST. 51 LF X 15'' RCP STA. 123+00.0, RT. 20.0' - STA. 122+48.5, RT. 20.0' CONST. STONE FILL TYPE 1 PAD AT OUTLET 15'' INV. AT OUTLET = 305.00 TOP OF GRATE = 313.81 15'' INV. OUT AT ES = 307.00 15'' INV. IN (50) = 307.00 15'' INV. IN (48) = 307.00 6'' INV. IN (52) = 307.75 6'' INV. IN (FB) = 307.75 CONST. RCDI, +48.5, RT. 20.0 CONST. 109 LF X 15'' RCP STA. 122+48.5, RT. 20.0' - STA. 122+35.8, RT. 129.5' 24" INV. AT ES OUTLET = 308.60 24" INV. AT ES INLET = 308.74 CONST. 29 LF X 24" RCP STA. 122+27.1, RT 56.0' TO STA. 122+02.7, RT 56.0' TOP OF GRATE = 313.10 15'' INV. OUT = 308.80 6'' INV. IN (FB) = 309.55 CONST. RCDI, +12.0, RT. 18.0' CONST. 10 LF X 15'' RCP STA. 120+12.0, RT. 18.0' - STA. 120+06.7, RT. 6.0' TOP OF GRATE = 313.10 15'' INV. OUT = 308.80 6'' INV. OUT = 309.55 6'' INV. IN (FB) = 309.55 CONST. RCDI, +12.0, LT. 18.0' CONST. 21 LF X 15'' RCP STA. 120+12.0, LT. 18.0' - STA. 120+06.7, RT. 6.0' TOP OF COVER = 313.38 15'' INV. OUT = 308.00 15'' INV. IN (47) = 308.00 15'' INV. IN (46) = 308.00 CONST. DMH, +06.7, RT. 6.0 CONST. 72 LF X 15'' RCP STA. 120+06.7, RT. 6.0' - STA. 119+30.0, RT. 6.0' G.L. BAKOS TOP OF COVER = 312.73 24'' INV. OUT = 307.31 18'' INV. IN (18) = 307.31 15'' INV. IN (21) = 307.31 15'' INV. IN (20) = 307.95 CONST. DMH, +59.2, RT. 6.0' CONST. 120 LF X 24'' RCP STA. 107+59.2, RT. 6.0' - STA. 108+86.0, RT. 6.0' TOP OF GRATE = 312.35 15'' INV. OUT = 307.42 6'' INV. IN (24) = 307.90 6'' INV. IN (17) = 307.90 CONST. RCDI, +59.2, RT. 20.0' CONST. 10 LF X 15'' RCP STA. 107+59.2, RT. 20.0' - STA. 107+59.2, RT. 6.0' TOP OF GRATE = 312.30 15'' INV. OUT = 308.10 6'' INV. IN (23) = 308.20 CONST. RCDI, +56.3, LT. 22.0' CONST. 25 LF X 15'' RCP STA. 107+56.3, LT. 22.0' - STA. 107+59.2, RT. 6.0' TOP OF COVER = 312.65 24'' INV. OUT (EXIST.) = 305.65 19"X30" INV. IN = 305.65 CONNECT TO EXIST. 24'' CMP REPLACE WITH DMH (6-FOOT DIA.) REMOVE EXIST. DI, +93.0, RT. 36.0' STA. 106+93.0, RT. 36.0' TOP OF COVER = 312.20 19"X30" INV. OUT = 305.65 24'' INV. IN = 305.75 24'' INV. IN (EXIST.) = 305.65 CONST. DMH, +71.3, LT 8.0' (6-FOOT DIA.) (19"X30" OVAL RCP CLASS III) CONST. 43 LF SPECIAL PROVISION STA. 106+71.3, LT. 8.0' - STA. 106+93.0, RT. 36.0' TOP OF COVER = 311.75 18'' INV. OUT = 307.53 6" INV. OUT = 308.39 15'' INV. IN (17) = 307.53 15'' INV. IN (16) = 307.53 18'' INV. IN (15) = 307.53 CONST. DMH, +01.0, RT. 6.0' CONST. 153 LF X 18'' RCP STA. 106+01.0, RT. 6.0' - STA. 107+59.2, RT. 6.0' TOP OF COVER = 312.78 24'' INV. OUT = 306.00 CONST. DMH, +83.4, LT. 29.0' CONST. 20 LF X 24'' RCP STA. 106+83.4, LT. 29.0' - STA. 106+71.3, LT. 8.0' TOP OF GRATE = 311.40 15'' INV. OUT = 307.73 6'' INV. OUT = 308.39 6'' INV. OUT = 308.39 CONST. RCDI, +01.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 106+01.0, LT. 18.0' - STA. 106+01.0, RT. 6.0' TOP OF COVER = 311.50 18'' INV. OUT = 307.68 15'' INV. IN (14) = 307.68 15'' INV. IN (13) = 307.68 18'' INV. IN (12) = 307.68 6'' INV. IN (17) = 308.17 CONST. DMH (6-FOOT DIA.), +22.4, RT. 6.0' CONST. 74 LF X 18'' RCP STA. 105+22.4, RT. 6.0' - STA. 106+01.0, RT. 6.0' TOP OF GRATE = 311.16 15'' INV. OUT = 307.78 6'' INV. IN (16) = 308.04 CONST. RCDI, +25.0, LT. 18.0' CONST. 20 LF X 15'' RCP STA. 105+25.0, LT. 18.0' - STA. 105+22.4, RT. 6.0' TOP OF GRATE = 311.14 15'' INV. OUT = 307.78 6'' INV. IN (9) = 308.27 CONST. RCDI, +09.0, RT. 18.0' CONST. 14 LF X 15'' RCP STA. 105+09.0, RT. 18.0' - STA. 105+22.4, RT. 6.0' 3/19/2019 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF 51658.01_drain_notes.dgn S. BURLINGTON - MARKET STREET STP 5200(17) 40 108 D.M. PECK M. BOGUEG.L. BAKOS DRAINAGE NOTES CONTINUED REMOVAL NOTES UNDERDRAIN NOTES R31 R30 R29 R28 R27 R26 R25 R24 R23 R22 R21 R20 R19 R18 R17 R16 R15 R14 R13 R12 R11 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 DRAINAGE NOTES 66 65 64 63 62 61 60 59 58 57 56 55 79 78 77 76 75 74 73 72 71 70 69 68 67 REMOVE EXIST. DI, +66, LT. 10' REMOVE 23 LF X 18'' PIPE STA. 125+66, LT. 10' - STA. 125+67, RT. 17' REMOVE EXIST. DI, +67, RT. 17' REMOVE 8 LF X 18'' PIPE STA. 125+67, RT. 17' - STA. 125+71, RT. 27' REMOVE EXIST. DI, +71, RT. 27' REMOVE 213 LF X 18'' PIPE STA. 125+71, RT. 27' - STA. 123+60, RT. 28' REMOVE EXIST. DI, +60, RT. 28' REMOVE 88 LF X 18'' PIPE STA. 123+60, RT. 28' - STA. 122+76, RT. 24' REMOVE EXIST. DI, +73, RT. 14' REMOVE 6 LF X 18'' PIPE STA. 122+73, RT. 14' - STA. 122+76, RT. 24' REMOVE EXIST. DI, +75, LT. 13' REMOVE 24 LF X 18'' PIPE STA. 122+75, LT. 13' - STA. 122+73, RT. 14' REMOVE EXIST. DI, +76, RT. 24' REMOVE 136 LF X 18'' PIPE STA. 122+76, RT. 24' - STA. 121+60, RT. 64' REMOVE EXIST. DI, +14, RT. 22' REMOVE 48 LF X 27'' PIPE STA. 121+14, RT. 22' - STA. 121+47, RT. 59' REMOVE EXIST. DI, +11, LT. 13' REMOVE 31 LF X 15'' PIPE STA. 121+11, LT. 13' - STA. 121+14, RT. 22' REMOVE EXIST. DI, +10, RT. 14' REMOVE 5 LF X 8'' PIPE STA. 121+10, RT. 14' - STA. 121+14, RT. 22' REMOVE EXIST. DI, +11, RT. 22' PLUG AND ABANDON EXIST. 24'' PIPE STA. 118+11, RT. 22' - STA. 121+14, RT. 22' REMOVE EXIST. DI, +09, LT. 14' REMOVE 32 LF X 15'' PIPE STA. 118+09, LT. 14' - STA. 118+11, RT. 22' REMOVE EXIST. DI, +07, RT. 13' REMOVE 6 LF X 8'' PIPE STA. 118+07, RT. 13' - STA. 118+11, RT. 22' REMOVE EXIST. DI, +04, RT. 22' PLUG AND ABANDON EXIST. 24'' PIPE STA. 116+04, RT. 22' - STA. 118+11, RT. 22' PLUG AND ABANDON EXIST. 18'' PIPE STA. 116+04, RT. 22' - STA. 115+70, RT. 305' REMOVE EXIST. DI, +11, RT. 22' PLUG AND ABANDON EXIST. 24'' PIPE STA. 115+11, RT. 22' - STA. 116+04, RT. 22' REMOVE EXIST. DMH, +05, LT. 51' REMOVE 34 LF X 18'' PIPE STA. 115+05, LT. 51' - STA. 115+06, LT. 13' REMOVE EXIST. DI, +06, LT. 13' REMOVE 32 LF X 18'' PIPE STA. 115+06, LT. 13' - STA. 115+11, RT. 22' REMOVE EXIST. DI, +06, RT. 13' REMOVE 7 LF X 8'' PIPE STA. 115+06, RT. 13' - STA. 115+11, RT. 22' REMOVE EXIST. DI, +06, RT. 24' PLUG AND ABANDON EXIST. 24'' PIPE STA. 112+06, RT. 24' - STA. 115+11, RT. 22' REMOVE EXIST. DI, +99, LT. 13' REMOVE 33 LF X 15'' PIPE STA. 111+99, LT. 13' - STA. 112+06, RT. 24' REMOVE EXIST. DI, +01, RT. 12' REMOVE 9 LF X 8'' PIPE STA. 112+01, RT. 12' - STA. 112+06, RT. 24' REMOVE EXIST. DI, +04, RT. 23' PLUG AND ABANDON EXIST. 18'' PIPE STA. 109+04, RT. 23' - STA. 112+06, RT. 24' REMOVE EXIST. DI, +05, RT. 13' REMOVE 7 LF X 10'' PIPE STA. 109+05, RT. 13' - STA. 109+04, RT. 23' REMOVE EXIST. DI, +01, LT. 13' REMOVE 22 LF X 15'' PIPE STA. 109+01, LT. 13' - STA. 109+05, RT. 13' REMOVE EXIST. DMH, +27, RT. 20' PLUG AND ABANDON EXIST. 18'' PIPE STA. 107+27, RT. 20' - STA. 109+04, RT. 23' NOT USED REMOVE EXIST. DI, +75, RT. 13' REMOVE 247 LF X 18'' PIPE STA. 104+75, RT. 13' - STA. 107+27, RT. 20' REMOVE EXIST. DI, +58, LT. 25' REMOVE 37 LF X 15'' PIPE STA. 104+58, LT. 25' - STA. 104+75, RT. 13' NOT USED NOT USED G.L. BAKOS TOP OF GRATE = 319.35 15'' INV. OUT = 315.64 CONCST. RCDi WITH "DOME" STYLE GRATE, +87.0, LT. 19.0' CONST. 6 LF X 15'' RCP STA. 127+87.0, LT. 19.0' - STA. 127+87.0, LT. 10.0' TOP OF GRATE = 321.80 15'' INV. OUT = 317.05 CONST. RCDI, +49.0, LT. 10.0' CONST. 72 LF X 15'' RCP STA. 129+49.0, LT. 10.0' - STA. 128+75.0, RT. 6.0' TOP OF GRATE = 321.01 15'' INV. OUT = 316.60 6'' INV. OUT = 317.35 CONST. RCDI, +00.0, RT. 15.8' CONST. 6 LF X 15'' RCP STA. 128+75.0, RT. 15.8' - STA. 128+75.0, RT. 6.0' TOP OF COVER = 321.33 15'' INV. OUT = 316.47 15'' INV. IN (65) = 316.47 15'' INV. IN (64) = 316.47 CONST. DMH, +75.0, RT. 6.0' CONST. 84 LF X 15'' RCP STA. 128+75.0, RT. 6.0' - STA. 127+87.0, RT. 6.0' TOP OF GRATE = 320.10 15'' INV. OUT = 315.50 15'' INV. IN (66) = 315.50 CONST. RCDI, +87.0, LT. 10.0' CONST. 12 LF X 15'' RCP STA. 127+87.0, LT. 10.0' - STA. 127+87.0, RT. 6.0' TOP OF GRATE = 320.05 15'' INV. OUT = 315.45 6'' INV. OUT = 316.20 6'' INV. IN (64) = 316.20 CONST. RCDI, +87.0, RT 11.0'' CONST. 1 LF X 15'' RCP STA. 127+87.0, RT. 11.0' - STA. 127+87.0, RT. 6.0' TOP OF COVER = 320.30 15'' INV. OUT = 315.37 15'' INV. IN (63) = 315.37 15'' INV. IN (62) = 315.37 15'' INV. IN (61) = 315.37 CONST. DMH, +87.0, RT. 6.0' CONST. 67 LF X 15'' RCP STA. 127+87.0, RT. 6.0' - STA. 127+16.0, RT. 6.0' TOP OF GRATE = 316.00 15'' INV. OUT = 311.20 6'' INV. OUT = 312.64 6'' INV. IN (61) = 312.64 CONST. RCDI, +50.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 125+50.0, RT. 18.0' - STA. 125+50.0, RT. 6.0' TOP OF GRATE = 316.20 15'' INV. OUT = 310.97 15'' INV. IN (68) = 311.22 CONST. RCDI, +50.0, LT. 10.0' CONST. 12 LF X 15'' RCP STA. 125+50.0, LT. 10.0' - STA. 125+50.0, RT. 6.0' TOP OF COVER = 316.35 15'' INV. OUT = 310.00 15'' INV. IN (82) = 310.00 15'' INV. IN (59) = 310.80 15'' INV. IN (58) = 310.37 CONST. DMH, +50.0, RT. 6.0' CONST. 100 LF X 15'' RCP STA. 125+50.0, RT. 6.0' - STA. 124+46.8, RT. 6.0' TOP OF GRATE = 314.15 15'' INV. OUT = 309.85 CONST. RCDI, +50.0, RT. 20.0' CONST. 11 LF X 15'' RCP STA. 124+50.0, RT. 20.0' - STA. 124+46.8, RT. 6.0' TOP OF GRATE = 314.30 15'' INV. OUT = 310.00 6'' INV. OUT = 310.75 CONST. RCDI, +50.0, LT. 12.0' CONST. 15 LF X 15'' RCP STA. 124+50.0, LT. 12.0' - STA. 124+46.8, RT. 6.0' 84 83 82 81 80 NEW 6'' X 87' UNDERDRAIN STA. 127+87.0, RT. 11.0' - STA. 128+75.0, RT. 15.8' NEW 6'' X 237' UNDERDRAIN STA. 125+50.0, RT. 18.0' - STA. 127+87.0, RT. 11.0' NOT USED NOT USED NOT USED NOT USED W/ F.B. @ +25.0, LT. 33.6' NEW 6" X 116' UNDERDRAIN STA. 120+12.0, LT. 18.0' - STA. 121+25.0, LT. 33.6' NOT USED W/ F.B. @ +25.0, RT. 35.3' NEW 6'' X 120' UNDERDRAIN STA. 120+12.0, RT. 18.0' - STA. 121+25.0, RT. 35.3' NEW 6'' X 135' UNDERDRAIN STA. 117+60.0, RT. 18.0' - STA. 118+97.0, RT. 18.0' NEW 6'' X 250' UNDERDRAIN STA. 117+60.0, LT. 18.0' - STA. 120+12.0, LT. 18.0' NEW 6'' X 157' UNDERDRAIN STA. 117+60.0, RT. 18.0' - STA. 116+01.6, RT. 23.0' NEW 6'' X 158' UNDERDRAIN STA. 117+60.0, LT. 18.0' - STA. 116+01.6, LT. 23.0' U31 U30 U29 U28 U27 U26 U25 U24 U23 U22 U21 U20 U19 NEW 6'' X 64' UNDERDRAIN STA. 115+06.0, RT. 18.0' - STA. 115+67.9, RT. 18.5' NEW 6'' X 65' UNDERDRAIN STA. 115+06.0, LT. 18.0' - STA. 115+67.9, LT. 18.5' NEW 6'' X 196' UNDERDRAIN STA. 115+06.0, RT. 18.0' - STA. 113+08.0, RT. 18.0' NEW 6'' X 196' UNDERDRAIN STA. 115+06.0, LT. 18.0' - STA. 113+08.0, LT. 18.0' NEW 6'' X 244' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 113+08.0, RT. 18.0' NEW 6'' X 249' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 113+08.0, LT. 18.0' NEW 6'' X 179' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 108+86.0, RT. 20.0' NEW 6'' X 210' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 108+86.0, LT. 20.0' NEW 6'' X 115' UNDERDRAIN STA. 107+59.2, RT. 20.0' - STA. 108+86.0, RT. 20.0' NEW 6'' X 137' UNDERDRAIN STA. 107+56.3, LT. 22.0' - STA. 108+86.0, LT. 20.0' NEW 6'' X 155' UNDERDRAIN STA. 107+59.2, RT. 20.0' - STA. 106+01.0, RT. 6.0' NEW 6'' X 40' UNDERDRAIN STA. 106+40.0, LT. 20.3' - STA. 106+01.0, LT. 18.0' NEW 6'' X 74' UNDERDRAIN STA. 105+25.0, LT. 18.0' - STA. 106+01.0, LT. 18.0' NEW 6'' X 82' UNDERDRAIN STA. 105+22.4, RT. 6.0' - STA. 106+01.0, RT. 20.0' NEW 6'' X 96' UNDERDRAIN STA. 104+77.0, LT. 19.9' - STA. 103+79.0, LT. 22.0' NEW 6'' X 134' UNDERDRAIN STA. 105+09.0, RT. 18.0' - STA. 103+78.1, RT. 6.0' NEW 6'' X 253' UNDERDRAIN STA. 101+25.0, LT. 22.0' - STA. 103+79.0, LT. 22.0' NEW 6'' X 124' UNDERDRAIN STA. 101+79.0, RT. 18.0' - STA. 103+04.0, RT. 18.0' U18 U17 U16 U15 U14 U13 U12 U11 U10 U9 U8 U7 U6 U5 U4 U3 U2 U1 CAP BOTH ENDS (SUBSIDIARY) 18" INV. OUT = 304.20 18" INV. IN = 304.70 CONST. 90 LF X 18" CPEP STA. 110+69.5, LT. 46.8' - STA. 110+76.5, RT. 43.0' CONST. STONE FILL TYPE 1 PAD AT OUTLET 30" INV. AT OUTLET = 304.90 CONST. 30" RCPES AT OUTLET, +21.0, RT. 80.7' TOP OF COVER = 313.60 30" INV. OUT = 305.04 15" INV. IN (79) = 305.04 30" INV. IN (77) = 305.04 CONST. DMH (8-FOOT DIA.), +61.0, RT. 41.0' CONST. 70 LF X 30" RCP STA. 119+61.0, RT. 41.0' - STA. 120+21.0, RT. 80.7' TOP OF COVER = 319.32 15" INV. OUT = 313.82 15" INV. IN (60) = 313.82 CONST. DMH, +16.0, RT. 6.0' CONST. 162 LF X 15" RCP STA. 127+16.0, RT. 6.0' - STA. 125+50.0, RT. 6.0' SEE PLANS & DETAIL SHEETS FOR ADD'L INFORMATION 18" INV. OUT AT ES = 307.50 18" INV. IN AT ES = 307.50 CONST. 3-26 LF X 18" RCP WEST POND SPILLWAY PIPES STA. 120+49.9, RT. 321.2' - STA. 120+71.5, RT. 334.5' SEE PLANS & DETAIL SHEETS FOR ADD'L INFORMATION 24" INV. OUT AT ES = 305.00 24" INV. IN AT ES = 305.00 CONST. 3-48 LF X 24" RCP WEST POND EQUALIZER PIPES STA. 120+22.8, RT. 137.0' - STA. 120+30.2, RT. 185.0' MOVED GARDEN STREET INTERSECTION3 10/26/2018 REVISIONS SEE DRAINAGE DETAILS FOR ADD'L INFORMATION SEPARATOR), +54.0, RT. 15.0' CONST. SPECIAL PROVISION (OFF-LINE PARTICLE CONST. 19 LF X 15" CPEP(SL) STA. 119+61.0, RT. 18.0' - STA. 119+61.0, RT. 41.0' SEE DRAINAGE DETAIL FOR ADDITIONAL INFORMATION CONST. 8 LF X 15" CPEP(SL) STA. 119+35.0, RT. 28.0' - STA. 119+46.0, RT. 17.0' SEE DRAINAGE DETAILS FOR ADD'L INFORMATION TOP OF COVER = 312.62 (8' DIA., +35.0, RT. 17.0' MANHOLE W/ CAST IRON COVER W/ DIVERSION WEIR) CONST. SPECIAL PROVISION (PRECAST REINF. CONCRETE CONST. 28 LF X 30" RCP STA. 119+35.0, RT. 17.0' - STA. 119+61.0, RT. 41.0' SEE DRAINAGE DETAILS FOR ADD'L INFORMATION TOP OF GRATE = 307.00 15" INV. OUT = 304.00 STRUCTURE) (WEST POND), +60.0, RT. 293.6' CONST. SPECIAL PROVISION (OUTLET CONTROL 15" INV. AT ES = 303.60 CONST. RCPES, +38.0, RT. 284.7' CONST. 77 LF X 15" RCP STA. 120+61.9, RT. 293.4' - STA. 121+38.0, RT. 284.7' SEE DRAINAGE DETAILS FOR ADD'L INFORMATION STRUCTURE) (EAST POND), +93.6, RT. 196.0' CONST. SPECIAL PROVISION (OUTLET CONTROL 15" INV. AT ES = 304.50 CONST. RCPES, +66.3, RT. 192.8' CONST. 43 LF X 15" RCP STA. 121+92.4, RT. 195.7' - STA. 121+66.3, RT. 192.8' TOP OF COVER = 312.52 24'' INV. OUT = 305.87 24'' INV. IN (35) = 305.87 15'' INV. IN (73) = 306.29 15'' INV. IN (71) = 306.29 CONST. DMH (6-FOOT DIA.), +00.0, RT. 6.0 CONST. 79 LF X 24'' RCP STA. 116+00.0, RT. 6.0' - 116+85.0, RT. 6.0' TOP OF GRATE = 312.18 15'' INV. OUT = 306.95 6'' INV. OUT = 307.70 15'' INV. IN (72) = 307.20 CONST. RCDI, +00.6, LT. 23.0' CONST. 25 LF X 15'' RCP STA. 116+00.6, LT. 23.0' - STA. 116+00.0, RT. 6.0' TOP OF GRATE = 311.86 15'' INV. OUT = 307.50 6'' INV. OUT = 308.25 CONST. RCDI, +68.9, LT. 18.5' CONST. 28 LF X 15'' RCP, CLASS III STA. 115+68.9, LT. 18.5' - STA. 116+00.6, LT. 23.0' TOP OF GRATE = 312.17 15'' INV. OUT = 306.95 6'' INV. OUT = 307.70 15'' INV. IN (70) = 307.20 CONST. RCDI, +96.0, RT. 23.0' CONST. 13 LF X 15'' RCP STA. 116+01.6, RT. 23.0' - STA. 116+00.0, RT. 6.0' TOP OF GRATE = 311.87 15'' INV. OUT = 307.50 6'' INV. OUT = 308.25 CONST. RCDI, +67.9, RT. 18.5' CONST. 30 LF X 15'' RCP, CLASS III STA. 115+67.9, RT. 18.5' - STA. 116+01.6, RT. 23.0' 15'' INV. OUT = 307.92 CONNECT TO EXIST RCDI CONST. 14 LF X 15'' RCP STA. 104+75.3, RT. 31.7' - STA. 104+77.0, RT. 18.0' TOP OF GRATE = 315.15 15'' INV. OUT = 311.50 CONST. RCDI, +35.0, LT. 18.5' CONST. 14 LF X 15'' RCP STA. 125+35.0, LT. 18.5' - STA. 125+50.0, LT. 10.0' COVER ELEV. = 312.80 30'' INV. OUT = 305.26 30'' INV. IN (44) = 305.26 15'' INV. IN (45) = 305.26 CONST. DMH (6-FOOT DIA.), +30.0, RT. 6.0' CONST. 5 LF X 30'' RCP STA. 119+30.0, RT. 6.0' - STA. 119+35.0, RT. 17.0' 3 3 3 5 03/19/2019 REMOVED SEWER LINE AT STA. 109+39.36, LT MANHOLE AT STA. 110+60.75, LT. 6.0' AND MOVED MANHOLE #26, SLEEVE #84, SEWER 5 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF 51658.01_drain_notes.dgn S. BURLINGTON - MARKET STREET STP 5200(17) 40 108 D.M. PECK M. BOGUEG.L. BAKOS DRAINAGE NOTES CONTINUED REMOVAL NOTES UNDERDRAIN NOTES R31 R30 R29 R28 R27 R26 R25 R24 R23 R22 R21 R20 R19 R18 R17 R16 R15 R14 R13 R12 R11 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 DRAINAGE NOTES 66 65 64 63 62 61 60 59 58 57 56 55 79 78 77 76 75 74 73 72 71 70 69 68 67 REMOVE EXIST. DI, +66, LT. 10' REMOVE 23 LF X 18'' PIPE STA. 125+66, LT. 10' - STA. 125+67, RT. 17' REMOVE EXIST. DI, +67, RT. 17' REMOVE 8 LF X 18'' PIPE STA. 125+67, RT. 17' - STA. 125+71, RT. 27' REMOVE EXIST. DI, +71, RT. 27' REMOVE 213 LF X 18'' PIPE STA. 125+71, RT. 27' - STA. 123+60, RT. 28' REMOVE EXIST. DI, +60, RT. 28' REMOVE 88 LF X 18'' PIPE STA. 123+60, RT. 28' - STA. 122+76, RT. 24' REMOVE EXIST. DI, +73, RT. 14' REMOVE 6 LF X 18'' PIPE STA. 122+73, RT. 14' - STA. 122+76, RT. 24' REMOVE EXIST. DI, +75, LT. 13' REMOVE 24 LF X 18'' PIPE STA. 122+75, LT. 13' - STA. 122+73, RT. 14' REMOVE EXIST. DI, +76, RT. 24' REMOVE 136 LF X 18'' PIPE STA. 122+76, RT. 24' - STA. 121+60, RT. 64' REMOVE EXIST. DI, +14, RT. 22' REMOVE 48 LF X 27'' PIPE STA. 121+14, RT. 22' - STA. 121+47, RT. 59' REMOVE EXIST. DI, +11, LT. 13' REMOVE 31 LF X 15'' PIPE STA. 121+11, LT. 13' - STA. 121+14, RT. 22' REMOVE EXIST. DI, +10, RT. 14' REMOVE 5 LF X 8'' PIPE STA. 121+10, RT. 14' - STA. 121+14, RT. 22' REMOVE EXIST. DI, +11, RT. 22' PLUG AND ABANDON EXIST. 24'' PIPE STA. 118+11, RT. 22' - STA. 121+14, RT. 22' REMOVE EXIST. DI, +09, LT. 14' REMOVE 32 LF X 15'' PIPE STA. 118+09, LT. 14' - STA. 118+11, RT. 22' REMOVE EXIST. DI, +07, RT. 13' REMOVE 6 LF X 8'' PIPE STA. 118+07, RT. 13' - STA. 118+11, RT. 22' REMOVE EXIST. DI, +04, RT. 22' PLUG AND ABANDON EXIST. 24'' PIPE STA. 116+04, RT. 22' - STA. 118+11, RT. 22' PLUG AND ABANDON EXIST. 18'' PIPE STA. 116+04, RT. 22' - STA. 115+70, RT. 305' REMOVE EXIST. DI, +11, RT. 22' PLUG AND ABANDON EXIST. 24'' PIPE STA. 115+11, RT. 22' - STA. 116+04, RT. 22' REMOVE EXIST. DMH, +05, LT. 51' REMOVE 34 LF X 18'' PIPE STA. 115+05, LT. 51' - STA. 115+06, LT. 13' REMOVE EXIST. DI, +06, LT. 13' REMOVE 32 LF X 18'' PIPE STA. 115+06, LT. 13' - STA. 115+11, RT. 22' REMOVE EXIST. DI, +06, RT. 13' REMOVE 7 LF X 8'' PIPE STA. 115+06, RT. 13' - STA. 115+11, RT. 22' REMOVE EXIST. DI, +06, RT. 24' PLUG AND ABANDON EXIST. 24'' PIPE STA. 112+06, RT. 24' - STA. 115+11, RT. 22' REMOVE EXIST. DI, +99, LT. 13' REMOVE 33 LF X 15'' PIPE STA. 111+99, LT. 13' - STA. 112+06, RT. 24' REMOVE EXIST. DI, +01, RT. 12' REMOVE 9 LF X 8'' PIPE STA. 112+01, RT. 12' - STA. 112+06, RT. 24' REMOVE EXIST. DI, +04, RT. 23' PLUG AND ABANDON EXIST. 18'' PIPE STA. 109+04, RT. 23' - STA. 112+06, RT. 24' REMOVE EXIST. DI, +05, RT. 13' REMOVE 7 LF X 10'' PIPE STA. 109+05, RT. 13' - STA. 109+04, RT. 23' REMOVE EXIST. DI, +01, LT. 13' REMOVE 22 LF X 15'' PIPE STA. 109+01, LT. 13' - STA. 109+05, RT. 13' REMOVE EXIST. DMH, +27, RT. 20' PLUG AND ABANDON EXIST. 18'' PIPE STA. 107+27, RT. 20' - STA. 109+04, RT. 23' NOT USED REMOVE EXIST. DI, +75, RT. 13' REMOVE 247 LF X 18'' PIPE STA. 104+75, RT. 13' - STA. 107+27, RT. 20' REMOVE EXIST. DI, +58, LT. 25' REMOVE 37 LF X 15'' PIPE STA. 104+58, LT. 25' - STA. 104+75, RT. 13' NOT USED NOT USED G.L. BAKOS TOP OF GRATE = 319.35 15'' INV. OUT = 315.64 CONCST. RCDi WITH "DOME" STYLE GRATE, +87.0, LT. 19.0' CONST. 6 LF X 15'' RCP STA. 127+87.0, LT. 19.0' - STA. 127+87.0, LT. 10.0' TOP OF GRATE = 321.80 15'' INV. OUT = 317.05 CONST. RCDI, +49.0, LT. 10.0' CONST. 72 LF X 15'' RCP STA. 129+49.0, LT. 10.0' - STA. 128+75.0, RT. 6.0' TOP OF GRATE = 321.01 15'' INV. OUT = 316.60 6'' INV. OUT = 317.35 CONST. RCDI, +00.0, RT. 15.8' CONST. 6 LF X 15'' RCP STA. 128+75.0, RT. 15.8' - STA. 128+75.0, RT. 6.0' TOP OF COVER = 321.33 15'' INV. OUT = 316.47 15'' INV. IN (65) = 316.47 15'' INV. IN (64) = 316.47 CONST. DMH, +75.0, RT. 6.0' CONST. 84 LF X 15'' RCP STA. 128+75.0, RT. 6.0' - STA. 127+87.0, RT. 6.0' TOP OF GRATE = 320.10 15'' INV. OUT = 315.50 15'' INV. IN (66) = 315.50 CONST. RCDI, +87.0, LT. 10.0' CONST. 12 LF X 15'' RCP STA. 127+87.0, LT. 10.0' - STA. 127+87.0, RT. 6.0' TOP OF GRATE = 320.05 15'' INV. OUT = 315.45 6'' INV. OUT = 316.20 6'' INV. IN (64) = 316.20 CONST. RCDI, +87.0, RT 11.0'' CONST. 1 LF X 15'' RCP STA. 127+87.0, RT. 11.0' - STA. 127+87.0, RT. 6.0' TOP OF COVER = 320.30 15'' INV. OUT = 315.37 15'' INV. IN (63) = 315.37 15'' INV. IN (62) = 315.37 15'' INV. IN (61) = 315.37 CONST. DMH, +87.0, RT. 6.0' CONST. 67 LF X 15'' RCP STA. 127+87.0, RT. 6.0' - STA. 127+16.0, RT. 6.0' TOP OF GRATE = 316.00 15'' INV. OUT = 311.20 6'' INV. OUT = 312.64 6'' INV. IN (61) = 312.64 CONST. RCDI, +50.0, RT. 18.0' CONST. 8 LF X 15'' RCP STA. 125+50.0, RT. 18.0' - STA. 125+50.0, RT. 6.0' TOP OF GRATE = 316.20 15'' INV. OUT = 310.97 15'' INV. IN (68) = 311.22 CONST. RCDI, +50.0, LT. 10.0' CONST. 12 LF X 15'' RCP STA. 125+50.0, LT. 10.0' - STA. 125+50.0, RT. 6.0' TOP OF COVER = 316.35 15'' INV. OUT = 310.00 15'' INV. IN (82) = 310.00 15'' INV. IN (59) = 310.80 15'' INV. IN (58) = 310.37 CONST. DMH, +50.0, RT. 6.0' CONST. 100 LF X 15'' RCP STA. 125+50.0, RT. 6.0' - STA. 124+46.8, RT. 6.0' TOP OF GRATE = 314.15 15'' INV. OUT = 309.85 CONST. RCDI, +50.0, RT. 20.0' CONST. 11 LF X 15'' RCP STA. 124+50.0, RT. 20.0' - STA. 124+46.8, RT. 6.0' TOP OF GRATE = 314.30 15'' INV. OUT = 310.00 6'' INV. OUT = 310.75 CONST. RCDI, +50.0, LT. 12.0' CONST. 15 LF X 15'' RCP STA. 124+50.0, LT. 12.0' - STA. 124+46.8, RT. 6.0' SEE DRAINAGE DETAILS FOR ADD'L INFORMATION SEPARATOR), +54.0, RT. 15.0' CONST. SPECIAL PROVISION (OFF-LINE PARTICLE CONST. 19 LF X 15" CPEP(SL) STA. 119+61.0, RT. 18.0' - STA. 119+61.0, RT. 41.0' SEE DRAINAGE DETAIL FOR ADDITIONAL INFORMATION CONST. 8 LF X 15" CPEP(SL) STA. 119+35.0, RT. 28.0' - STA. 119+46.0, RT. 17.0' SEE DRAINAGE DETAILS FOR ADD'L INFORMATION TOP OF COVER = 312.62 (8' DIA., +35.0, RT. 17.0' MANHOLE W/ CAST IRON COVER W/ DIVERSION WEIR) CONST. SPECIAL PROVISION (PRECAST REINF. CONCRETE CONST. 28 LF X 30" RCP STA. 119+35.0, RT. 17.0' - STA. 119+61.0, RT. 41.0' SEE DRAINAGE DETAILS FOR ADD'L INFORMATION TOP OF GRATE = 307.00 15" INV. OUT = 304.00 STRUCTURE) (WEST POND), +60.0, RT. 293.6' CONST. SPECIAL PROVISION (OUTLET CONTROL 15" INV. AT ES = 303.60 CONST. RCPES, +38.0, RT. 284.7' CONST. 77 LF X 15" RCP STA. 120+61.9, RT. 293.4' - STA. 121+38.0, RT. 284.7' SEE DRAINAGE DETAILS FOR ADD'L INFORMATION STRUCTURE) (EAST POND), +93.6, RT. 196.0' CONST. SPECIAL PROVISION (OUTLET CONTROL 15" INV. AT ES = 304.50 CONST. RCPES, +66.3, RT. 192.8' CONST. 43 LF X 15" RCP STA. 121+92.4, RT. 195.7' - STA. 121+66.3, RT. 192.8' TOP OF COVER = 312.52 24'' INV. OUT = 305.87 24'' INV. IN (35) = 305.87 15'' INV. IN (73) = 306.29 15'' INV. IN (71) = 306.29 CONST. DMH (6-FOOT DIA.), +00.0, RT. 6.0 CONST. 79 LF X 24'' RCP STA. 116+00.0, RT. 6.0' - 116+85.0, RT. 6.0' TOP OF GRATE = 312.20 15'' INV. OUT = 306.95 6'' INV. OUT = 307.70 15'' INV. IN (72) = 307.20 CONST. RCDI, +96.0, LT. 23.0' CONST. 25 LF X 15'' RCP STA. 115+96.0, LT. 23.0' - STA. 116+00.0, RT. 6.0' TOP OF GRATE = 312.20 15'' INV. OUT = 307.50 6'' INV. OUT = 308.25 CONST. RCDI, +66.0, LT. 23.0' CONST. 26 LF X 15'' RCP STA. 115+66.0, LT. 23.0' - STA. 115+96.0, LT. 23.0' TOP OF GRATE = 312.20 15'' INV. OUT = 306.95 6'' INV. OUT = 307.70 15'' INV. IN (70) = 307.20 CONST. RCDI, +96.0, RT. 23.0' CONST. 13 LF X 15'' RCP STA. 115+96.0, RT. 23.0' - STA. 116+00.0, RT. 6.0' TOP OF GRATE = 312.20 15'' INV. OUT = 307.50 6'' INV. OUT = 308.25 CONST. RCDI, +66.0, RT. 23.0' CONST. 26 LF X 15'' RCP STA. 115+66.0, RT. 23.0' - STA. 115+96.0, RT. 23.0' 15'' INV. OUT = 307.92 CONNECT TO EXIST RCDI CONST. 14 LF X 15'' RCP STA. 104+75.3, RT. 31.7' - STA. 104+77.0, RT. 18.0' TOP OF GRATE = 315.15 15'' INV. OUT = 311.50 CONST. RCDI, +35.0, LT. 18.5' CONST. 14 LF X 15'' RCP STA. 125+35.0, LT. 18.5' - STA. 125+50.0, LT. 10.0' COVER ELEV. = 312.80 30'' INV. OUT = 305.26 30'' INV. IN (44) = 305.26 15'' INV. IN (45) = 305.26 CONST. DMH (6-FOOT DIA.), +30.0, RT. 6.0' CONST. 5 LF X 30'' RCP STA. 119+30.0, RT. 6.0' - STA. 119+35.0, RT. 17.0' 84 83 82 81 80 NEW 6'' X 87' UNDERDRAIN STA. 127+87.0, RT. 11.0' - STA. 128+75.0, RT. 15.8' NEW 6'' X 237' UNDERDRAIN STA. 125+50.0, RT. 18.0' - STA. 127+87.0, RT. 11.0' NOT USED NOT USED NOT USED NOT USED W/ F.B. @ +25.0, LT. 33.6' NEW 6" X 116' UNDERDRAIN STA. 120+12.0, LT. 18.0' - STA. 121+25.0, LT. 33.6' NOT USED W/ F.B. @ +25.0, RT. 35.3' NEW 6'' X 120' UNDERDRAIN STA. 120+12.0, RT. 18.0' - STA. 121+25.0, RT. 35.3' NEW 6'' X 135' UNDERDRAIN STA. 117+60.0, RT. 18.0' - STA. 118+97.0, RT. 18.0' NEW 6'' X 250' UNDERDRAIN STA. 117+60.0, LT. 18.0' - STA. 120+12.0, LT. 18.0' NEW 6'' X 162' UNDERDRAIN STA. 117+60.0, RT. 18.0' - STA. 115+96.0, RT. 23.0' NEW 6'' X 162' UNDERDRAIN STA. 117+60.0, LT. 18.0' - STA. 115+96.0, LT. 23.0' U31 U30 U29 U28 U27 U26 U25 U24 U23 U22 U21 U20 U19 NEW 6'' X 58' UNDERDRAIN STA. 115+06.0, RT. 18.0' - STA. 115+66.0, RT. 23.0' NEW 6'' X 58' UNDERDRAIN STA. 115+06.0, LT. 18.0' - STA. 115+66.0, LT. 23.0' NEW 6'' X 196' UNDERDRAIN STA. 115+06.0, RT. 18.0' - STA. 113+08.0, RT. 18.0' NEW 6'' X 196' UNDERDRAIN STA. 115+06.0, LT. 18.0' - STA. 113+08.0, LT. 18.0' NEW 6'' X 244' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 113+08.0, RT. 18.0' NEW 6'' X 249' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 113+08.0, LT. 18.0' NEW 6'' X 179' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 108+86.0, RT. 20.0' NEW 6'' X 210' UNDERDRAIN STA. 110+67.5, RT. 6.0' - STA. 108+86.0, LT. 20.0' NEW 6'' X 115' UNDERDRAIN STA. 107+59.2, RT. 20.0' - STA. 108+86.0, RT. 20.0' NEW 6'' X 137' UNDERDRAIN STA. 107+56.3, LT. 22.0' - STA. 108+86.0, LT. 20.0' NEW 6'' X 155' UNDERDRAIN STA. 107+59.2, RT. 20.0' - STA. 106+01.0, RT. 6.0' NEW 6'' X 40' UNDERDRAIN STA. 106+40.0, LT. 20.3' - STA. 106+01.0, LT. 18.0' NEW 6'' X 74' UNDERDRAIN STA. 105+25.0, LT. 18.0' - STA. 106+01.0, LT. 18.0' NEW 6'' X 82' UNDERDRAIN STA. 105+22.4, RT. 6.0' - STA. 106+01.0, RT. 20.0' NEW 6'' X 96' UNDERDRAIN STA. 104+77.0, LT. 19.9' - STA. 103+79.0, LT. 22.0' NEW 6'' X 134' UNDERDRAIN STA. 105+09.0, RT. 18.0' - STA. 103+78.1, RT. 6.0' NEW 6'' X 253' UNDERDRAIN STA. 101+25.0, LT. 22.0' - STA. 103+79.0, LT. 22.0' NEW 6'' X 124' UNDERDRAIN STA. 101+79.0, RT. 18.0' - STA. 103+04.0, RT. 18.0' U18 U17 U16 U15 U14 U13 U12 U11 U10 U9 U8 U7 U6 U5 U4 U3 U2 U1 CAP BOTH ENDS (SUBSIDIARY) 18" INV. OUT = 304.20 18" INV. IN = 304.70 CONST. 90 LF X 18" CPEP STA. 110+74.5, LT. 47.0' - STA. 110+74.5, RT. 43.0' CONST. STONE FILL TYPE 1 PAD AT OUTLET 30" INV. AT OUTLET = 304.90 CONST. 30" RCPES AT OUTLET, +21.0, RT. 80.7' TOP OF COVER = 313.60 30" INV. OUT = 305.04 15" INV. IN (79) = 305.04 30" INV. IN (77) = 305.04 CONST. DMH (8-FOOT DIA.), +61.0, RT. 41.0' CONST. 70 LF X 30" RCP STA. 119+61.0, RT. 41.0' - STA. 120+21.0, RT. 80.7' TOP OF COVER = 319.32 15" INV. OUT = 313.82 15" INV. IN (60) = 313.82 CONST. DMH, +16.0, RT. 6.0' CONST. 162 LF X 15" RCP STA. 127+16.0, RT. 6.0' - STA. 125+50.0, RT. 6.0' SEE PLANS & DETAIL SHEETS FOR ADD'L INFORMATION 18" INV. OUT AT ES = 307.50 18" INV. IN AT ES = 307.50 CONST. 3-26 LF X 18" RCP WEST POND SPILLWAY PIPES STA. 120+49.9, RT. 321.2' - STA. 120+71.5, RT. 334.5' SEE PLANS & DETAIL SHEETS FOR ADD'L INFORMATION 24" INV. OUT AT ES = 305.00 24" INV. IN AT ES = 305.00 CONST. 3-48 LF X 24" RCP WEST POND EQUALIZER PIPES STA. 120+22.8, RT. 137.0' - STA. 120+30.2, RT. 185.0' 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEET MATCHLINE TO STA.103+50 (SHEET )40S. BURLINGTON - MARKET STREET STP 5200(17) G.L. BAKOS D.M. PECK M. BOGUE 41 108 51658.01_bdr_gen.dgn GENERAL PLANS G.L. BAKOS E T E S 18" 18"36"36"36"8" DI BEGIN CONSTRUCTION STA. 100+40.00 ENTRANCE UNIVERSITY MALL DORSET STREETMARKET STREET R1 RESET LIGHT POLE REMOVE AND RESET LIGHT POLE REMOVE AND RESET LIGHT POLE REMOVE AND 15" D15" D15" D15" D15" D 3 2 1 4 6 5 7 PIPE CLEAN EXISTING U1 U2 18" D DORSET SQUARE ASSOCIATES N/F 0570-00150 GROUP, LLC DORSET STREET INVESTMENT N/F 0570-00108 Exist. R.O.W. Exist. R.O.W.Exist. R.O.W.Exist. R.O.W.Exist. R.O.W.Exist. R.O.W.PARTNERS, L.P. CENTURY N/F 0570-00100 100+00 101+00 102+00 103+00 14+0015+0016+0098+00 99+00 GVGVUTILITY(P) HIGHWAY(P) HIGHWAY(P) NOTES: STA. 102+89, LT. STA. 102+09, LT. STA. 101+44, LT. STA. 100+89, LT. UTILITY NOTE: AT A LOCATION DESIGNATED BY THEM IN SOUTH BURLINGTON. THE ROAD) SHALL BE REMOVED AND SALVAGED TO CENTURY PARTNERS, L.P. STREET TO FUTURE MARY STREET (ON THE LEFT SIDE OF ALL EXISTING LIGHT POLES AND TREE GRATES FROM DORSET EXISTING LIGHT POLES) SPECIAL PROVISION (REMOVE LIGHT POLE BASE) POLE (INCLUDING NEW CONCRETE REMOVING AND RESETTING LIGHT STA. 103+36.6, RT. 29.9' STA. 102+26.7, RT. 29.9' STA. 100+99.8, RT. 29.9' STA. 103+13.4, LT. 26.0' STA. 102+70.0, RT. 21.2' STA. 102+17.5, LT. 26.0' STA. 101+75.0, RT. 21.2' STA. 101+22.3, LT. 26.0'STA. 100+69.8, RT. 17.9' DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, POLE BASE) (INCLUDING NEW CONCRETE LIGHT STREET LIGHT - FIXTURE B) SPECIAL PROVISION (ORNAMENTAL POLE BASE) (INCLUDING NEW CONCRETE LIGHT STREET LIGHT - FIXTURE A) SPECIAL PROVISION (ORNAMENTAL 1 1 1 1 1 Light Poles were removed, but will not be reset per GMP and the City. The reason; the existing lights are to old to find suitable replacements, and the project is installing new lights, so the existing lights would be redundant. 6.0 f t Field Adjusted to accommodate existing gas line 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEET39MATCHLINE TO STA.103+50 (SHEET )MATCHLINE TO STA.108+75 (SHEET )41STP 5200(17) 51658.01_bdr_gen.dgn G.L. BAKOS D.M. PECK M. BOGUE 42 108 S. BURLINGTON - MARKET STREET GENERAL PLANS G.L. BAKOS24"D cmp12"D pvcE D 12"12"12"15 " 18"18" D 2 4"24"8" DI 8" DI D FILL SLOPE (TYP.) TP/B1(OW) CLEARING LINE (TYP.)LAPPROXIMATE FUTURE MARY STREET BMARKET STREET R2(OW) RESET LIGHT POLE REMOVE AND RESET LIGHT POLE REMOVE AND RESET LIGHT POLE REMOVE AND 18" D 15" D18" D 15" D15" D15" D 15" D18" D 15" D15" D15" D8 97 10 11 13 12 14 15 16 18 20 22 21 R3 R4 R6 18" D 24" D18" D 24" DU3 U4 U6 U8 U7 U9 U1024"D69 19 " x 3 0 " D(BY OTHERS) FUTURE DRAINAGE 19 17 19A U5 DORSET SQUARE ASSOCIATES N/F 0570-00150 POON TRUST, LLC N/F 0450-0005 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 Exist. R.O.W.Exist. R.O.W. Exist. R.O.W. Exist. R.O.W. CENTURY PARTNERS, L.P. N/F 0570-00100 104+00 105+00 106+00 107+00 108+00S S UT IL ITY (P )HIGHWAY(P) STA. 106+12, LT. STA. 105+33, LT. STA. 104+53, LT. STA. 103+74, LT. NOTES: UTILITY NOTE: EXISTING LIGHT POLES) SPECIAL PROVISION (REMOVE LIGHT POLE BASE) POLE (INCLUDING NEW CONCRETE REMOVING AND RESETTING LIGHT STA. 108+06.7, RT. 24.0' STA. 107+43.5, LT. 20.5' STA. 106+78.4, RT. 16.7' STA. 106+37.0, LT. 22.4' STA. 105+77.4, RT. 21.5' STA. 105+21.0, LT. 22.4' STA. 104+73.5, RT. 21.8' STA. 104+24.4, LT. 26.9' STA. 103+70.0, RT. 17.6' STA. 106+17.7, RT. 29.8' STA. 104+98.2, RT. 29.9' STA. 103+67.3, RT. 29.9' SOUTH BURLINGTON. L.P. AT A LOCATION DESIGNATED BY THEM IN REMOVED AND SALVAGED TO CENTURY PARTNERS, (ON THE LEFT SIDE OF THE ROAD) SHALL BE FROM DORSET STREET TO FUTURE MARY STREET ALL EXISTING LIGHT POLES AND TREE GRATES STA. 108+21.2, RT. 22.9' STA. 108+20.9, LT. 24.7' STA. 105+81.8, LT. 22.8' STA. 103+50.7, LT. 26.3' POLE BASE) (INCLUDING NEW CONCRETE LIGHT POWER PEDESTAL) SPECIAL PROVISION (VENDOR DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, POLE BASE) (INCLUDING NEW CONCRETE LIGHT STREET LIGHT - FIXTURE A) SPECIAL PROVISION (ORNAMENTAL 1 1 Location of DMH#17 changed to avoid conflict with the existing MTC Switch. 3 LF of 15"ø CPEPSL used to connect to the existing drainage line on Mary St. that was installed by others. 3/19/2019 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000Fa lse Easting: 1640416.6667Orig in Lati tude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEETMATCHLINE TO STA. 1 0 8 +7 5 (SHEET ) 4 0 42MATCHLINE TO STA.114+25 (SHEET )STP 5200(17) G.L. BAKOS D.M. PECK M. BOGUE 43 108 S. BURLINGTON - MARKET STREET 51658.01_bdr_gen.dgn GENERAL PLANS G.L. BAKOS S S8"S 18"15"24"15"8"ET 10"8" DI 8" DI FILL SLOPE (TYP.) R3 TP7(OW) CLEARING LINE (TYP.) MARKET STREET CLEARING LINE (TYP.)DRIVEWAYSCHOOLSlp=2.01% A=37.61° Elev=314.77 E=1463612.09 Lon=73.1772N=717143.30 Lat=44.4655 15" D15" D15" D15" D15" D15" D23 25 24 26 27 28 29 30 31 32 R7 R8 R9 R10 R12 R11 24" D 24" D 24" D 24" D 24" D U11 U12 U13 U14 U15 U16 18" D84 12" DRELOCATE MANHOLE SEWER MANHOLE RELOCATE TO STA. 109+37.89, LT 39.29' STA. 109+39.36, LT 8.38' 6" SEWER LINE FROM ELIMINATE PROPOSED RELOCATE SLEEVE POON TRUST, LLCN/F0450-0005SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 POON TRUST, LLC N/F 0450-0005 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 Exist. R.O.W. Exist. R.O.W. 109+00 110+00 111+00 112+00 113+00 114+00 301+00201+00201+50201+50GVGVGVGVGVSGVS8" PVC SDR 26SS UTILITY (P) (P) UTILITY NOTES: STA. 113+68.8, LT. 22.0' STA. 112+95.6, RT. 22.0' STA. 112+32.0, LT. 21.9' STA. 111+68.5, RT. 22.0' STA. 110+16.2, LT. 26.4' STA. 109+47.9, RT. 24.0' STA. 108+77.4, LT. 24.0' STA. 111+20.0, LT. 22.5' STA. 110+53.6, RT. 21.4' STA. 112+19.1, LT. 20.9' STA. 112+19.0, RT. 22.6' STA. 109+33.6, RT. 24.5' STA. 109+33.6, LT. 22.9' (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (VENDOR POWER PEDESTAL) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE A) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE B) DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, 01/28/2019 REVISIONS 4 MOVED SCHOOL DRIVEWAY INTERSECTION 4 54 03/19/20195 5 REMOVED SEWER LINE AT STA. 109+39.36, LT MANHOLE AT STA. 110+60.75, LT. 6.0' AND MOVED MANHOLE #26, SLEEVE #84, SEWER 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCen tral Mer idian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEETMATCHLINE TO STA. 1 0 8 +7 5 (SHEET ) 4 0 42MATCHLINE TO STA.114+25 (SHEET )STP 5200(17) G.L. BAKOS D.M. PECK M. BOGUE 43 108 S. BURLINGTON - MARKET STREET 51658.01_bdr_gen.dgn GENERAL PLANS G.L. BAKOS S S8"S 18"15"24"15"8"ET 10"8" DI 8" DI FILL SLOPE (TYP.) R3 TP7(OW) CLEARING LINE (TYP.) MARKET STREET CLEARING LINE (TYP.) D RI V E WA Y S C H O O L 15" D15" D15" D15" D15" D15" D23 25 24 26 27 28 29 30 31 32 R7 R8 R9 R10 R12 R11 24" D 24" D 24" D 24" D 24" D U11 U12 U13 U14 U15 U1618" D84 POON TRUST, LLCN/F0450-0005SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 POON TRUST, LLC N/F 0450-0005 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 Exist. R.O.W. Exist. R.O.W. 109+00 110+00 111+00 112+00 113+00 114+00 2 0 1 + 0 0 2 0 2+0 0 203+00 301+00GVGVGVGVGVS SGVS UTILITY (P) (P) UTILITY NOTES: STA. 113+68.8, LT. 22.0' STA. 112+95.6, RT. 22.0' STA. 112+32.0, LT. 21.9' STA. 111+68.5, RT. 22.0' STA. 110+16.2, LT. 26.4' STA. 109+47.9, RT. 24.0' STA. 108+77.4, LT. 24.0' STA. 111+17.7, LT. 22.5' STA. 110+48.2, RT. 21.4' STA. 112+19.1, LT. 20.9' STA. 112+19.0, RT. 22.6' STA. 109+33.6, RT. 24.5' STA. 109+33.6, LT. 22.9' (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (VENDOR POWER PEDESTAL) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE A) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE B) DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, 3/25/2019 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000Fa lse Easting: 1640416.6667Orig in Lat itude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEETMATCHLINE TO STA.114+25 (SHEET )4143MATCHLINE TO STA.120+25 (SHEET )S. BURLINGTON - MARKET STREET STP 5200(17) 51658.01_bdr_gen.dgn G.L. BAKOS D.M. PECK M. BOGUE 44 108GENERAL PLANS Off 4.103 FT (1.52) Sta 115+06.90 E 1463923.59 FT Lon=73.1760N 716823.17 FT Lat=44.4646 Off 69.96 FT (21.32) Sta 119+46.44 E 1464197.08 FT Lon=73.1750 N 716472.103 FT Lat=44.4637 Off 21.92 FT (6.68) Sta 115+11.23 E 1463915.05 FT Lon=73.1761 N 716807.92 FT Lat=44.4646+++G.L. BAKOS S S8"S8"S 18"18"18"15"24"24"24"24"24"24" 8"8"D 8" DI 8" DI MARKET STREET R5 TP8(OW) CLEARING LINE (TYP.) CLEARING LINE (TYP.) FILL SLOPE (TYP.) R4 TP11 (FUTURE)GARDEN STREET(FUTURE)GARDEN STREET15" D 15" D15" D15" D15" D1 5 " D15" D15" D15" D15" D15 " D33 35 34 37 38 36 39 40 42 43 47 45 46 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 44 6741 15" D 24" D 24" D 30" D 30" D 30" D 30 " D24" D 74 30" D30730931115" D77 78 79 U15 U16 U17 U19 U20 U22 U21 30" D 83 U18 70 15" D 15" D15" D73U17U17 72 71 312 3 12 311 310 312313 313313 314314315 311314 315 19.15 LT STA 115+69.47 E 1463985.5490 FT N 716797.4919 FT RELOCATE CB 23.74 LT STA 116+00.20 E 1464010.9721 FT N 716779.6281 FT CONST. 2'X2' BASIN INSTALL MH COVER 19.01 RT STA 115+68.34 E 1463958.4128 FT N 716770.6424 FT RELOCATE CB 24.36 RT STA 116+00.84 E 1463978.2624 FT N 716744.3476 FT CONST. 2'X2' BASIN SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 Exist. R.O.W. Exist. R.O.W. 115+00 116+00 117+00 118+00 119+00 120+00 23+0024+0025+00GVGVGVGVGVGVGVGVS S SS GVGVMAINTAIN (P)INSTALL &NOTES: STA. 114+99.8, LT. 22.0' STA. 114+35.2, RT. 22.1' STA. 120+19.5, LT. 22.0' STA. 119+69.5, RT. 22.1' STA. 119+19.5, LT. 22.0' STA. 118+69.4, RT. 22.1' STA. 118+19.5, LT. 22.0' STA. 117+69.5, RT. 22.1' STA. 117+19.5, LT. 22.0' STA. 116+69.5, RT. 28.8' (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE AR) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE A) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE B) DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, STA. 116+13.1, LT. 23.0' STA. 115+53.61, RT. 21.0' MOVED GARDEN STREET INTERSECTION3 10/26/2018 REVISIONS 3 3 3A 03/20/20193AMOVED GARDEN STREET UTILITIES 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCen tral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEETMATCHLINE TO STA.114+25 (SHEET )4143MATCHLINE TO STA.120+25 (SHEET )S. BURLINGTON - MARKET STREET STP 5200(17) 51658.01_bdr_gen.dgn G.L. BAKOS D.M. PECK M. BOGUE 44 108GENERAL PLANS G.L. BAKOS S S8"S8"S 18"18"18"15"24"24"24"24"24"24" 8"8"D 8" DI 8" DI MARKET STREET R5 TP8(OW) CLEARING LINE (TYP.) CLEARING LINE (TYP.) FILL SLOPE (TYP.) R4 TP11 (FUTURE)GARDEN STREET(FUTURE)GARDEN STREET15" D15" D15" D15" D1 5 " D15" D15" D15" D15" D15 " D33 35 34 37 38 36 39 40 42 43 47 45 46 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 44 6741 15" D 24" D 24" D 30" D 30" D 30" D 30 " D24" D 74 30" D30730931115" D77 78 79 U15 U16 U17 U19 U20 U22 U21 30" D 83 U18 70 15" D 15" D15" D73 15" D U17U17 72 71 312 3 12 311 310 312313 313313 314314315 311314 315 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 Exist. R.O.W. Exist. R.O.W. 115+00 116+00 117+00 118+00 119+00 120+00 23+0024+0025+00GVGVGVGVGVGVGVGVS S SSGV MAINTAIN (P)INSTALL &NOTES: STA. 116+13.1, LT. 23.0' STA. 115+48.1, RT. 21.0' STA. 114+99.8, LT. 22.0' STA. 114+35.2, RT. 22.1' STA. 120+19.5, LT. 22.0' STA. 119+69.5, RT. 22.1' STA. 119+19.5, LT. 22.0' STA. 118+69.4, RT. 22.1' STA. 118+19.5, LT. 22.0' STA. 117+69.5, RT. 22.1' STA. 117+19.5, LT. 22.0' STA. 116+69.5, RT. 28.8' (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE AR) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE A) (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE B) DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEET42MATCHLINE TO STA.120+25 (SHEET )MATCHLI NE TO S TA. 1 2 6 + 2 5 (SHEET ) 4 4 S. BURLINGTON - MARKET STREET STP 5200(17) 51658.01_bdr_gen.dgn G.L. BAKOS D.M. PECK M. BOGUE 45 108GENERAL PLANS G.L. BAKOS CONSTRUCTED IN 2017 EXISTING CULVERT S 1 8 "18" 18" 18"18"18"15"27"8"18"S S S E E EEE T E 4" S FM S 8" DI TP4(OW) R7(OW) MARKET STREET FILL SLOPE (TYP.) R6 CLEARING LINE (TYP.) 49 50 51 52 53 54 56 55 58 57 59 82 R23 R22 R24 R25 R26 R27 R28 R29 R30 R31 68 1 5 " D1 5 " D15" D 15" D 15" D15" D 15" D 15" D 15" D 15" D1 5 " D15" D15" DFB FB 313 48 24" D 305 15" D307 309 30530730975 U23 U25 310 310311 304 314 313 312 311 3 15314R21 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 Exist. R.O.W. Exist. R.O.W. 1 2 1 +0 0 122+00123+00 124+00 125+00 126+00 GVGVGVGVSSSSGV INSTALL & MAINTAIN (P)INSTALL & MAINTAIN (P) UTILITY (P)MAINTAIN (P)INSTALL &MAINTAIN (P)INSTALL &MAINTAIN (P)INSTALL & NOTES: STA. 125+67.3. RT. 22.0' STA. 125+06.3, LT. 14.5' STA. 124+47.2, RT. 24.3' STA. 123+93.2, LT. 18.4' STA. 123+35.6, RT. 26.4' STA. 122+87.5, LT. 17.9' STA. 122+23.9, RT. 21.0' STA. 121+81.1, LT. 17.0' STA. 121+23.4, LT. 17.4' STA. 121+19.4, RT. 41.4' STA. 120+69.7, RT. 28.9' STA. 120+39.5, RT. 57.8' POND EAST (INCLUDING NEW CONCRETE LIGHT POLE BASE) SPECIAL PROVISION (ORNAMENTAL STREET LIGHT - FIXTURE AR) DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, 305 15" D307 309 30530730975 310 310304 308308& MAIINSTALL & MAINTAIN (P)MMAINTAIN (P)INSTALL & (TYP.) SLOPE LIMITS (TYP.) CLEARING LIMITS SPILLWAY EMERGENCY 310310310(EAST POND) STRUCTURE) CONTROL (OUTLET PROVISION SPECIAL EL. 313.62 RT 50.46' STA. 120+27.69, POND - EAST STORMWATER TREATMENT 1 REVISIONS 1 9/17/2018 UPDATED EAST POND GRADING / RELOCATED EMERGENCY OUTFALL 5/1/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF N VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 SCALE 20 400 IN FEETMATCHLINE TO STA.126+25 (SHEET )43S. BURLINGTON - MARKET STREET STP 5200(17) 51658.01_bdr_gen.dgn G.L. BAKOS D.M. PECK M. BOGUE 46 108GENERAL PLANS G.L. BAKOS CONSTRUCTED IN 2017 AND BUILDINGS EXISTING DRIVE S EEE S 4" S FM 4" S FM 8" DI END CONSTRUCTION STA. 130+87.00 SMARKET STREET HINESBURG ROAD (VT 116)FILL SLOPE (TYP.) CONDUIT SLEEVE CLEARING LINE (TYP.)SSSSSSCONDUIT SLEEVE R86062 61 64 65 63 15" D 15" D 15" D15" D15" D 15" DU30 U31 66 82 15" D 15" DSOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 SOUTH BURLINGTON CITY CENTER, LLC N/F 0450-0000 CHASTENAY ASSOCIATES, LLC N/F 0860-00113 BLACKBAY VENTURES VII, LLC N/F Exist. R.O.W. Exist. R.O.W. 127+00 128+00 129+00 130+00 131+00 33+0034+0035+0036+00GVSIGNAL (P) NOTE: STA. 130+66, LT. 36' STA. 130+56, RT. 31' STA. 130+56, LT. 23' STA. 35+47, LT. 20' STA. 35+40, RT. 31' STA. 34+79, RT. 30' STA. 34+51, LT. 33' PULL BOX, STANDARD ELECTRICAL CONDUIT SLEEVE STA 130+88, LT. - 35+40, RT. STA 130+78, RT. - 34+79, RT. STA 130+55, RT. - 130+55, LT. WIRED CONDUIT STA 130+56, RT - 34+51, LT. STA 130+56, LT. - 130+56, RT. STA 130+66, LT. - 130+56, LT. STA 35+47, LT. - 130+66, LT. STA 35+47, LT. - 35+40, RT. STA 34+51, LT. - 34+79, RT. STA. 129+97.0, LT. 14.0' STA. 129+30.0, RT. 27.5' STA. 128+68.0, LT. 14.0' STA. 128+07.0, RT. 16.5' STA. 127+39.0, LT. 16.0' STA. 126+87.1, RT. 17.9' STA. 126+25.9, LT. 14.0'STA. 130+61.0, RT. 29.9' POLE BASE) (INCLUDING NEW CONCRETE LIGHT STREET LIGHT - FIXTURE B) SPECIAL PROVISION (ORNAMENTAL POLE BASE) (INCLUDING NEW CONCRETE LIGHT STREET LIGHT - FIXTURE AR) SPECIAL PROVISION (ORNAMENTAL DOES NOT COLLECT IN PEDESTRIAN SPACES. TO GRADE PEDESTRIAN RAMPS SO WATER CONTRACTOR SHALL TAKE SPECIAL CARE UTILITY PLANS AND LANDSCAPE PLANS. INFORMATIONAL PURPOSES ONLY. SEE POWER & LIGHT IS SHOWN FOR PROPOSED SEWER, WATER, COMMUNICATION, See revisions on following sheet` EEE S 4" S FM Exist. R.O.W. 65 15" D 129+00 130+00 131+00 35+00S S S SSS S 12/13/2018 DESIGNED BY: PROJECT LEADER:DRAWN BY: PLOT DATE: CHECKED BY: PROJECT NAME: PROJECT NUMBER: FILE NAME: SHEET OF 23' LEFT STA 130+56 31' RIGHT STA 130+56 35' RIGHT STA 35+39 34' RIGHT STA 34+80AA 36" MIN.SECTION A-A GRADE FINISHED CASING PIPE 10" SCH 80 HDPE SLEEVE (8")(PVC) ELECTRICAL CONDUIT mjb_Work.dgn G.L. BAKOS D.M. PECK G.L. BAKOS D.M. PECK VT 116 HDD LAYOUT 1 1 (10" CASING PIPE)(HDPE) (HORIZONTAL DIRECTIONAL DRILLING) LIMIT OF SPECIAL PROVISION N VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 0 SCALE IN FEET 10 20 SOUTH BURLINGTON-MARKET ST. STP 5200(17) MARKET STREET HINESBURG ROAD (VT 116)(10" CASING PIPE) (HDPE) PROVISION (HORIZONTAL DIRCTIONAL DRILLING) BUT SHALL BE CONSIDERED INCIDENTAL TO SPECIAL HDD CASING PIPE SHALL NOT BE PAID FOR SEPARATELY, ELECTRICAL CONDUITS PLACED WITHIN LIMITS OF OF CONDUIT. DEPTHS OF ALL UTILITIES PRIOR TO INSTALLATION CONTRACTOR TO VERIFY THE LOCATION(S) AND NOTES: CONDUIT 4-2" PVC ELEC. CONDUIT 2-2" PVC ELEC. CONDUIT 4-2" PVC ELEC. CONDUIT 2-2" PVC ELEC. CONDUIT 2-2" PVC ELEC. SLEEVE (10")(PVC) ELECTRICAL CONDUIT CONCRETE MATERIAL, DRIVES) (HAND-PLACED BITUMINOUS SPECIAL PROVISION CONDUIT 4-2" PVC ELEC.60"Directional Bore, field adjusted