8 6 5 6 7 3 7 0 1 2 9 2 3 5 2 8 7 8 1 0 9 Onondaga County ... · trench 2c: 60' x 6' \(is.01\)\rmin...
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Transcript of 8 6 5 6 7 3 7 0 1 2 9 2 3 5 2 8 7 8 1 0 9 Onondaga County ... · trench 2c: 60' x 6' \(is.01\)\rmin...
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E COLVIN ST
HUGHES PL
ROBERT DR
JAMESVILLE AVE
N LORRAINE AVELORRAINE AVE
12-in Combined
12-in Storm
42-in Trunk
10-in Sanitary
15-in Combined
8-in Sanitary
48-in Trunk
18-in Combined
12-in Combined
15-in Combined
15-in Combined
12-in Combined
12-in Combined
12-in Combined
12-in Combined
Onondaga County Department of Water Environment Protection
1" = 30' on 11"x17." Map Prepared on 06/07/2017
µ 0 80 160
Feet
! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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Trench 2
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GENERAL CONSTRUCTION NOTES: 1. OBTAIN STREET CUT PERMIT FROM CITY OF SYRACUSE PRIOR TO STARTING ANY WORK. 2. OBTAIN DIG SAFE NY (811) MARKOUT AND CLEARANCE PRIOR TO STARTING ANY WORK. 3. UTILITY LOCATIONS ARE APPROXIMATE FROM UTILITY OWNER GIS. CONTRACTOR SHALL RELY ON FIELD MARKOUTS AND UTILITY OWNER RECORDS FOR EXACT LOCATION. 4. DETAILS CONFORM TO OCDWEP 2017 ANNUAL GREEN STRUCTURES CONTRACT. 5. IF LEAD WATER SERVICES ARE UNCOVERED DURING THE COURSE OF THE WORK, REPLACE PER DETAIL TU.01. 6. RESTORE ROAD CUTS PER DETAIL PS.05. RESTORATION ON COLVIN ALONG MILL AND PAVE LIMITS SHALL BE WITH BINDER COURSE TO FINISH GRADE (CITY TO MILL AND PAVE ROAD AFTER COMPLETION). 7. COUNTY WILL PROVIDE AND INSTALL FILTER INSERTS IN CATCH BASINS 8. ALLOW ENGINEER TO INSPECT SUBSURFACE SOILS AND/OR PERFORM INFILTRATION TEST DURING EXCAVATION. LOW FLOW ORIFICE MAY BE REQUIRED IN WEIRS IF POOR DRAINING SOILS ARE PRESENT. 9. DO NOT DISTURB EXISTING CURBING OR ADA RAMPS UNLESS OTHERWISE NOTED. 10. WRAP ENCOUNTERED GAS SERVICES PER DETAIL DR.23. 11. INSTALL ANTI-SEEP COLLARS WHERE PIPES ENTER/LEAVE TRENCHES. 12. IF BEDROCK IS ENCOUNTERED, NOTIFY ENGINEER WHO WILL ADJUST TRENCH DEPTHS ACCORDINGLY. BEDROCK EXCAVATION SHALL NOT OCCUR.
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OVERALL SITE PLAN
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COMSTOCK AVE
BOISE DR
ROBE
RT DR
HARRIETTE AVE
RUTH AVE
30-in Trunk
12-in Combined
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12-in Storm
8-in Sanitary
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12-in Combined
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Onondaga County Department of Water Environment Protection
1" = 80' on 11"x17." Map Prepared on 06/07/2017
µ 0 80 160
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! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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E COLVIN ST
JAMESVILLE AVE
HUGHES PL
42-in Trunk
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Onondaga County Department of Water Environment Protection
1" = 40' on 11"x17." Map Prepared on 06/07/2017
µ 0 40 80
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! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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CLEANOUT, TYP. (DR.14)
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TRENCH 1A: 55' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 501.50 BOTTOM OF INFILTRATION STONE = 497.50 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 498.00
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CB-1 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 504.00 +/-, ENSURE POSITIVE DRAINAGE INVT S = 500.67 SUMP EL = 498.67
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TRENCH 1B: 55' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 499.50 BOTTOM OF INFILTRATION STONE = 495.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 495.50
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TOP OF BERM EL = 498.60
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TRENCH 1C: 55' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 497.50 BOTTOM OF INFILTRATION STONE = 493.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 493.50
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TOP OF BERM EL = 496.60
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CB-4 INSTALL NEW TYPE A CB WITH FILTER INSERT AND WEIR (DR.04/DR.09) RIM EL = 497.50 +/-, ENSURE POSITIVE DRAINAGE INVT E = 491.17, FROM INFILTRATION TRENCH INVT S = 491.17, OVERFLOW, CONNECT TO EXISTING LATERAL, ENSURE POSITIVE DRAINAGE TOP OF WEIR EL = 496.00 SUMP EL = 490.17
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BERM, TYP. (IS.05) TOP OF BERM EL = 500.60
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8" SOLID HDPE, MIN 0.5% SLOPE, TYP.
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CB-2 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 501.50+/-, ENSURE POSITIVE DRAINAGE INVT N = 498.17 SUMP EL = 496.17
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CORE EXISTING CB AND INSTALL NEW 8" SOLID HDPE PIPE INVT = 494.17 PLUG EXISTING CONNECTION TO MAIN
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TRENCH 1D: 35' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 496.00 BOTTOM OF INFILTRATION STONE = 491.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 491.50
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CB-3 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 499.00 +/-, ENSURE POSITIVE DRAINAGE INVT S = 495.67 SUMP EL = 493.67
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TRENCH 1
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HUGHES PL
12-in Combined
15-in Combined
12-in Combined Onondaga County Department of Water Environment Protection
1" = 40' on 11"x17." Map Prepared on 06/07/2017
µ 0 40 80
Feet
! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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TOP OF BERM EL = 516.60
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CB-5 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 522.00 +/-, ENSURE POSITIVE DRAINAGE INVT S = 518.67 SUMP EL = 516.67
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CB-6 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 517.00 +/-, ENSURE POSITIVE DRAINAGE INVT N = 513.67 SUMP EL = 511.67
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TRENCH 2C: 60' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 512.50 BOTTOM OF INFILTRATION STONE = 509.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 509.5
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TOP OF BERM EL = 514.60
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CB-7 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 515.25 +/-, ENSURE POSITIVE DRAINAGE INVT S = 511.92 SUMP EL = 509.92
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TOP OF BERM EL = 511.60
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TRENCH 2D: 55' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 509.50 BOTTOM OF INFILTRATION STONE = 506.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 506.50
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CB-8 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 512.10 +/-, ENSURE POSITIVE DRAINAGE INVT N = 508.77 SUMP EL = 506.77
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TOP OF BERM EL = 508.60
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CORE EXISTING CB AND INSTALL NEW 8" SOLID HDPE PIPE INVT = 506.17 PLUG EXISTING CONNECTION TO MAIN
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CB-4 INSTALL NEW TYPE A CB WITH FILTER INSERT AND WEIR (DR.04/DR.09) RIM EL = 509.50 +/-, ENSURE POSITIVE DRAINAGE INVT E = 503.17, FROM INFILTRATION TRENCH INVT N = 503.17, OVERFLOW, CONNECT TO EXISTING LATERAL, ENSURE POSITIVE DRAINAGE TOP OF WEIR EL = 508.00 SUMP EL = 501.17
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TRENCH 2
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TRENCH 2A: 50' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 517.50 BOTTOM OF INFILTRATION STONE = 514.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 514.50
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TRENCH 2B: 40' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 515.50 BOTTOM OF INFILTRATION STONE = 511.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 511.50
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TRENCH 2E: 30' x 6' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 508.00 BOTTOM OF INFILTRATION STONE = 503.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 503.50
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E COLVIN STHUGHES PL
N LORRAINE AVELORRAINE AVE
12-in Combined
15-in Combined
12-in Combined
Onondaga County Department of Water Environment Protection
1" = 40' on 11"x17." Map Prepared on 06/07/2017
µ 0 40 80
Feet
! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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TRENCH 3A: 35' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 554.50 BOTTOM OF INFILTRATION STONE = 551.25 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 551.75
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CB-10 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 557.50 +/-, ENSURE POSITIVE DRAINAGE INVT S = 554.17 SUMP EL = 552.17
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TOP OF BERM EL = 553.60
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TRENCH 3B: 40' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 550.50 BOTTOM OF INFILTRATION STONE = 548.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 548.50
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CB-11 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 552.50 +/-, ENSURE POSITIVE DRAINAGE INVT S = 549.17 SUMP EL = 547.17
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TOP OF BERM EL = 549.60
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TRENCH 3C: 40' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 546.50 BOTTOM OF INFILTRATION STONE = 544.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 540.50
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TOP OF BERM EL = 545.60
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TRENCH 3D: 40' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 542.50 BOTTOM OF INFILTRATION STONE = 540.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 540.50
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CB-12 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 546.10 +/-, ENSURE POSITIVE DRAINAGE INVT S = 542.77 SUMP EL = 540.77
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TOP OF BERM EL = 541.60
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TRENCH 3E: 40' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 538.50 BOTTOM OF INFILTRATION STONE = 536.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 536.50
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CB-13 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 541.00 +/-, ENSURE POSITIVE DRAINAGE INVT S = 537.67 SUMP EL = 535.67
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TOP OF BERM EL = 537.60
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CB-12 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 534.00 +/-, ENSURE POSITIVE DRAINAGE INVT S = 530.67 SUMP EL = 528.67
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TRENCH 3F: 40' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 534.50 BOTTOM OF INFILTRATION STONE = 532.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 532.50
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TOP OF BERM EL = 533.60
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TRENCH 3G: 45' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 530.50 BOTTOM OF INFILTRATION STONE = 528.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 528.50
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CORE EXISTING CB AND INSTALL NEW 8" SOLID HDPE PIPE INVT = 528.67 PLUG EXISTING CONNECTION TO MAIN
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CB-14 INSTALL NEW TYPE A CB WITH FILTER INSERT AND WEIR (DR.04/DR.09) RIM EL = 532.25 +/-, ENSURE POSITIVE DRAINAGE INVT E = 527.92, FROM INFILTRATION TRENCH INVT S = 527.92, OVERFLOW, CONNECT TO EXISTING LATERAL, ENSURE POSITIVE DRAINAGE TOP OF WEIR EL = 530.50 SUMP EL = 525.92
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TRENCH 3
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E COLVIN STRO
BERT
DR
LORRAINE AVEN LORRAINE AVE
12-in Combined
8-in Sanitary
12-in Storm
10-in Sanitary
12-in Combined
Onondaga County Department of Water Environment Protection
1" = 30' on 11"x17." Map Prepared on 06/07/2017
µ 0 30 60
Feet
! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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TRENCH 4A: 50' x 5.5' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 570.50 BOTTOM OF INFILTRATION STONE = 565.50 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 566.00
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CB-15 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 573.50 +/-, ENSURE POSITIVE DRAINAGE INVT S = 570.17 SUMP EL = 568.17
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Callout
TOP OF BERM EL = 569.60
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Callout
TRENCH 4B: 50' x 5.5' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 567.50 BOTTOM OF INFILTRATION STONE = 564.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 564.50
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Callout
TOP OF BERM EL = 566.60
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Callout
CB-16 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 570.75 +/-, ENSURE POSITIVE DRAINAGE INVT N = 567.42 SUMP EL = 565.42
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Callout
TRENCH 4C: 45' x 5.5' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 567.00 BOTTOM OF INFILTRATION STONE = 561.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 561.50
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Callout
CORE EXISTING CB AND INSTALL NEW 8" SOLID HDPE PIPE INVT = 565.17 PLUG EXISTING CONNECTION TO MAIN
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Callout
CB-17 INSTALL NEW TYPE A CB WITH FILTER INSERT AND WEIR (DR.04/DR.09) RIM EL = 566.80 +/-, ENSURE POSITIVE DRAINAGE INVT E = 561.47, FROM INFILTRATION TRENCH INVT S = 561.47, OVERFLOW, CONNECT TO EXISTING LATERAL, ENSURE POSITIVE DRAINAGE TOP OF WEIR EL = 567.00 SUMP EL = 559.47
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Text Box
TRENCH 4
574
575
573
572
571
576
570
569
577
568
578
579
567
580
566
581
565
582
564
576
582
574
581
575
573
574
576
580
575
568
578
578
580
575
581
575
574
579
576
577
574
575
580
581
E COLVIN ST
ROBE
RT DR
8-in Sanitary
12-in Combined
Onondaga County Department of Water Environment Protection
1" = 30' on 11"x17." Map Prepared on 06/07/2017
µ 0 30 60
Feet
! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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Oval
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Oval
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Polygon
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Polygon
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Polygon
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Polygon
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Line
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Line
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Line
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Line
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Callout
TRENCH 5B: 85' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 567.00 BOTTOM OF INFILTRATION STONE = 563.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 563.50
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Callout
CB-18 INSTALL NEW TYPE A CB WITH FILTER INSERT AND WEIR (DR.04/DR.09) RIM EL = 568.25 +/- ENSURE POSITIVE DRAINAGE INVT W = 563.00, FROM INFILTRATION TRENCH INVT N = 563.00, OVERFLOW, CONNECT TO EXISTING LATERAL, ENSURE POSITIVE DRAINAGE TOP OF WEIR EL = 567.00 SUMP EL = 561.00
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Callout
CB-19 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 569.90 +/-, ENSURE POSITIVE DRAINAGE INVT S = 566.57 SUMP EL = 564.57
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Callout
TOP OF BERM EL = 568.60
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Callout
TRENCH 5A: 75' x 10' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 569.50 BOTTOM OF INFILTRATION STONE = 565.50 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 566.00
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Callout
CB-21 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 574.00 +/-, ENSURE POSITIVE DRAINAGE INVT S = 570.67 SUMP EL = 568.67
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Callout
CB-20 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 571.75 +/-, ENSURE POSITIVE DRAINAGE INVT N = 568.42 SUMP EL = 566.42
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Text Box
TRENCH 5
563
559
560
561
562
558
564
557
565
554
555
556
553
566
567
568
552
548
569
551
549
550
570
571
572
547
546
573
545
574
564
565
563
546
558
564
560
562
564
559
562
566
E COLVIN ST
COMSTOCK AVE
HARRIETTE AVE
BOISE DR
30-in Trunk
12-in Combined
Onondaga County Department of Water Environment Protection
1" = 30' on 11"x17." Map Prepared on 06/07/2017
µ 0 30 60
Feet
! Fire Hydrant"J Existing Catch Basin!. Manholes
Sewer TypeCombined SewerPrivateSanitary SewerStorm SewerTrunk SewerGas MainWater MainParcel BoundaryDrainage Area CSO Sewersheds
CSO 060/077: East Colvin Street
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Polygon
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Line
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Line
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Line
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REMOVE EXISTING CB
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Line
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Line
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Line
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Oval
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Oval
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Oval
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Callout
TRENCH 6A: 100' x 4.5' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 558.50 BOTTOM OF INFILTRATION STONE = 556.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 556.50
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Callout
CB-22 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 563.70 +/-, ENSURE POSITIVE DRAINAGE INVT S = 560.37 SUMP EL = 558.37
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Callout
TOP OF BERM EL = 557.60
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Callout
TRENCH 6B: 100' x 4.5' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 554.50 BOTTOM OF INFILTRATION STONE = 552.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 552.50
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Callout
CB-23 INSTALL NEW TYPE A CB WITH FILTER INSERT (DR.04) RIM EL = 557.00 +/-, ENSURE POSITIVE DRAINAGE INVT S = 553.67 SUMP EL = 551.67
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Callout
TOP OF BERM EL = 553.60
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Callout
TRENCH 6C: 90' x 4.5' (IS.01) MIN 18" OFF OF EXISTING CURB TOP OF INFILTRATION STONE = 550.50 BOTTOM OF INFILTRATION STONE = 548.00 LEVEL TRENCH BED BOTTOM 8" PERF HDPE INVT = 548.50
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Callout
CB-24 INSTALL NEW TYPE A CB WITH FILTER INSERT AND WEIR (DR.04/DR.09) RIM EL = 552.60 +/-, ENSURE POSITIVE DRAINAGE INVT E = 548.27, FROM INFILTRATION TRENCH INVT S = 548.27, OVERFLOW, CONNECT TO EXISTING LATERAL, ENSURE POSITIVE DRAINAGE TOP OF WEIR EL = 550.50 SUMP EL = 546.27
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Text Box
TRENCH 6
IMPROVED STREET
EARTHEN BERM, W/2:1 SIDE SLOPES
EL. PER PLAN.
COMPACT BERM TO 90%.
DIA. PER PLANS PERF
HDPE PIPE P.I. 1.23
BOTTOM OF DOWNSTREAM
TRENCH PER PLANS
CLEAN,
WASHED
NYSDOT
3A STONE
P.I. 1.9F
TYPE 1 RUN
OF CRUSH
P.I. 1.9A
TWIN CLEAN OUT
HDPE TEE
24" MIN
6"
VA
RIE
S
PE
R P
LA
N
6"
MIN
.
MA
X E
XC
AV
AT
IO
N D
EP
TH
=
8
'-0
"
6"
VA
RIE
S P
ER
P
LA
N
BOTTOM OF
UPSTREAM
TRENCH
PER PLANS
PERF HDPE
PIPE DIA.
PER PLANS
P.I. 1.23
SOLID HDPE PIPE, TYP.
DIA. PER PLANS
P.I. 1.23
NON-WOVEN
GEOTEXTILE, TYP.
P.I. 1.32
ASPHALT RESTORATION
DETAIL PS.05
VA
RIE
S 6" M
IN
EARTHEN BERM, W/2:1 SIDE SLOPES,
TOP OF BERM. EL. PER PLANS.
COMPACT BERM TO 90%
TWIN
CLEAN OUT
PAVEMENT PER PLANS
TYPE 1
RUN OF
CRUSH
P.I. 1.9A
VA
RIE
S P
ER
P
LA
N
6"
MIN
VA
RIE
S, 6" M
IN
2'-6"
VA
RIE
S P
ER
P
LA
N
6"
MIN
.
3"
CLEAN,
WASHED
NYSDOT TYPE
3A STONE
P.I. 1.9F
BOTTOM OF
DOWNSTREAM
TRENCH PER
PLANS
PERF HDPE
PIPE DIA.
PER PLANS
P.I. 1.23
BOTTOM OF
UPSTREAM TRENCH
PER PLANS
PERF
HDPE
PIPE DIA.
PER
PLANS
P.I. 1.23
SOLID HDPE PIPE, TYP
P.I. 1.23
DIA. PER PLANS
6"
MA
X E
XC
AV
AT
IO
N D
EP
TH
=
8'-0"
NON-WOVEN
GEOTEXTILE, TYP
P.I. 1.32
24" MIN
HDPE
TEE
UNIMPROVED STREET
OR PARKING LOT
NYSDOT CLASS-A
CONCRETE
2'-0"
NOTE: SEE PLANS FOR PIPE AND BERM ELEVATIONS
SOLID HDPE UNDERDRAIN PIPE.
DIA. PER PLANS (P.I. 1.23) IF
NOTED IN LIEU OF TEE & TWIN
CLEANOUT ON PLANS.
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
ZZ
09
A-D
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DETAIL IS.05
EARTHEN BERM BETWEEN VARIED ELEVATION INFILTRATION BEDS
55
RESTORE AS NOTED
ON PLANS (NOT
INCLUDED IN P.I.)
6" PVC
1/8TH BEND
LOCKABLE LID CASTING
(NYOPLAST #0889 GCL 6 A.E.)
OR APVD EQUAL. LID SHALL BE
LOCKABLE
PIPE (TYP)
(NOT INC. IN P.I.)
SOLID PIPE WYE JOINT (P.I. 23J)
2'x2' CONC SQUARE COLLAR
NYSDOT CLASS A CONCRETE
(PAVED AREAS ONLY)
SET 2" BELOW TOP OF
PAVEMENT
DIRECTION AS SHOWN
ON PLANS
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
DETAIL DR.14
6" PVC CLEANOUT WITH CONCRETE COLLAR AND LOCKABLE COVER
ZZ
09
A-D
R1
4.D
WG
PAYMENT ITEM 27A
40
PLAN
ELEVATION 2
316 SS HARDWARE (1/2"
BOLT, NUT, WASHERS)
SLOTS IN WEIR
FOR ANGLE
WEIR EL - SEE PLANS
1/4" x 2" ANGLE BOLTED TO STRUCTURE
W/ SS 2 1/2" ANCHOR BOLTS, ATTACH ANGLES
TO WEIR PIPE WITH 1/2" SS HARDWARE
REMOVABLE WEIR: 24" DIA (OR
SMALLER IF APPROVED BY ENGINEER)
PVC PIPE CUT IN HALF,
TOP OF WEIR EL AS SHOWN ON
PLANS, AFFIX A LIFTING HANDLE
TO THE WEIR
PROVIDE 1/4" NEOPRENE GASKET
AT ALL CONTACT EDGES TO
PROVIDE A WATER TIGHT SEAL
1/4" NEOPRENE GASKET
MANHOLE WALL
316 SS 2 1/2" ANCHOR
BOLT W/ WASHERS
316 SS 2"x2" ANGLE
1/4" NEOPRENE GASKET
PVC WEIR
DRILL ORIFICE(S) AT DOWNSTREAM
PIPE INVERT ELEVATION AS NOTED
ON PLANS
ELEVATION 1
OUTLET
PIPE
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
DETAIL DR.09
"HALF PIPE" WEIR SDR35
ZZ
09
A-D
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9.D
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PAYMENT ITEM 18A
34
VAR
IES,
SEE
PLAN
S
6" MIN
DMIN
DMIN
MIN TRENCH WIDTHAS SHOWN ON PLANS
PVMT/SIDEWALK/PAVERS
PERF HDPE IN MIDDLE OF TRENCHP.I. 23 A/B/C/D/E/F/G
WRAP BOTTOM/SIDES OF TRENCH W/ 30MIL IMPERMEABLE LINER (P.I. 33) IN LIEUOF GEOTEXTILE IF INDICATED ON PLANS.OVERLAP SEAMS 18" MIN.
CHOKER COURSE (P.I. 9E)DEPTH AS INDICATED ON PLANS
CLEAN/WASHEDNYSDOT No. 3A STONE (P.I. 9F)INSTALL IN 18" LIFTS MAXAND CONSOLIDATE/COMPACT
6" MIN
PVMT OR SIDEWALK ASNOTED ON PLANS (NOT INC. IN P.I.)
WRAP TRENCH IN NON-WOVENGEOTEXTILE (P.I. 32). OVERLAP SEAMS18" MIN.
D
D
18" M
IN U
ND
ER L
IGH
T(F
OO
T TR
AFFI
C)
24" M
IN U
ND
ER H
EAVY
(VEH
ICLE
TR
AFFI
C)
UNDISTURBED EARTH, TYP
2017 ANNUAL GREEN STRUCTURES CONTRACTONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
INFILTRATION TRENCH UNDER PAVEMENT(ASPHALT, SIDEWALK OR PAVEMENT)
ZZ09
A-IS
01.D
WG
DETAIL IS.01
51
EXIST INLET
OR MH
NEW PIPE - UP TO 24" DIA (NOT INC. IN P.I.)
CORE HOLE AND PROVIDE FLEXIBLE WATER
TIGHT CONNECTOR, A-LOK OR APPROVED
EQUAL. INSTALL IN ACCORDANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS.
1. ALL CONNECTIONS MUST BE PERMANENTLY WATER TIGHT.
NOTE:
SEAL OPENING BETWEEN PIPE AND
WALL WITH NON-SHRINK GROUT
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
DETAIL DR.17
PIPE CONNECTION TO EXISTING STRUCTURE/ MANHOLE
ZZ
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PAYMENT ITEM 28A
43
2'-0" LONG #6 REBARS @ 1'-6" O.C. DRILL &
GROUT INTO EXST PVMT CONC
FOUNDATION, MIN 1'-0" EMBEDMENT (TYP)
@ MID HEIGHT OF CONC FOUNDATION (INC.
IN P.I. 41A)
NEW CONC & SUBBASE
NEW TOP & BINDER
2' MINIMUM
4" WIDE LIQUID ASPHALT SEAL
OVER JOINT WHEN REPAIRED
P.I. 43F
6"
6" MIN (TYP) CUTBACK, PARALLEL TO
CENTERLINE OF TRENCH AFTER
EXCAVATION
ORDINARY BACKFILL OR SPECIAL IF SPECIFIED ON PLAN
MIN COVER
SEE TABLE BELOW
TOP OF UTILITY/FACILITY
EXST
PVMT
SAWCUT (TYP)
P.I. 1.2
6" MIN (TYP) CUTBACK
4
5
2
3
1
1
DRAWING KEY
2
3
4
5
DESCRIPTION
SUBBASE COURSE, TYPE "1" RUN-OF-CRUSHER (12")
ASPHALT CONCRETE - TYPE 19 BINDER COURSE (ONE - 1-1/2" LIFT)
ASPHALT CONCRETE - TYPE 9 TOP COURSE (ONE - 1-1/2" LIFT)
FIBER-REINFORCED PORTLAND CEMENT CONCRETE - 3,500 PSI (8")
ASPHALT TACK COAT
UTILITY STREET CUT REPAIR:
1. WHEN 30% OR MORE OF THE PAVEMENT IS EXCAVATED BY PRIVATE UTILITY
WORK, THE CITY, AT ITS DISCRETION, MAY REQUIRE RECONSTRUCTION
FROM THE CENTER LINE TO THE EDGE/CURB OF THE ENTIRE SECTION.
2. WHEN 60% OR MORE OF THE PAVEMENT LANE AREA IS EXCAVATED BY
PRIVATE UTILITY THE ENTIRE AREA FROM THE CENTER LINE OF THE
PAVEMENT TO THE CURB MUST BE RECONSTRUCTED.
3. IF ANY PAVEMENT DISTURBANCE OCCURS WITHIN 2 FEET OF THE
EDGE/CURB, PAVEMENT RECONSTRUCTION MUST BE COMPLETED TO THE
EDGE/CURB.
4. IN AREAS WHERE TRENCH WIDTH VARIES THE PERCENTAGES SHALL BE
DETERMINED PER 100 LINEAR FEET ALONG CENTER LINE OF THE STREET.
IN INTERSECTIONS THE AREA WILL BE PER QUADRANT OF THE
INTERSECTION.
5. EXISTING PAVEMENT IS TO BE SAWCUT FULL DEPTH TO OBTAIN A
STRAIGHT AND NEAT EDGE FOR PAVING. SAWCUT IS TO BE MADE AFTER
BACKFILLING THE TRENCH TO THE BOTTOM OF NEW PAVEMENT SECTION.
MINIMUM COVER:
GAS, ELECTRIC, CABLE, TV, TELECOMMUNICATIONS
WATER
ALL OTHERS
3'-0"
5'-0"
3'+ AS DIRECTED
BY CITY'S ENGINEER
NOTES:
1. REFER TO CITY OF SYRACUSE STANDARD SPECIFICATIONS OR DETAILS. THE MINIMUM THICKNESS OF EACH LAYER OF BINDER, TOP, SUBBASE AND CONCRETE BASE SHALL MATCH THOSE SHOWN ON
STANDARD DETAILS OR MATCH EXISTING WHERE EXISTING CONDITIONS EXCEED MINIMUMS.
2. IN NO CASE SHALL THE TOP OF CONCRETE BASE BE HIGHER THAN THAT OF THE SURROUNDING EXISTING CONCRETE.
3. IF PAVEMENT MARKINGS OR SIGNAL LOOPS ARE DISTURBED OR DESTROYED THEY SHALL BE REPLACED IN ACCORDANCE WITH CITY OF SYRACUSE STANDARDS. PAYMENT UNDER ITEM 1.61/1.72.
4. MATCH EXISTING PAVEMENT SLOPE.
5. IF, IN THE OPINION OF THE CONTRACTOR, THE EXISTING CONCRETE FOUNDATION IS IN POOR CONDITION, THE ENGINEER SHALL BE CONTACTED FOR PRIOR APPROVAL TO ELIMINATE DOWELS.
PAY ITEM
9A
43C
43A
41A
43E
COMPACTED
SUBGRADE
6" WIDE MILL AND PAVE AT
JOINT W/ EXST PVMT (TYP)
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
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DETAIL PS.05
TYPICAL SECTION PIPE TRENCHING/ROAD RESTORATION
5
VARIES
VARIES
2 1/2"
2"2 3/8"
3'-4 1/4"
4'-4 1/2"
3'-10 1/4"
1'-9"
1'-9 3/4"
FINISH GRADE
OF STREET
OPENING FOR PIPE
SHALL BE PRECAST.
CONNECTION SHALL BE
RESILIENT AND WATER TIGHT
NEW STORM SEWER
SEE PLANS FOR SIZE
AND INVT ELEVATION
VARIES
VARIES
UNDISTURBED
EARTH
NOTES:
1. INSTALL SIX (6) 1"Ø WEEP HOLES AT BOTTOM OF
CATCH BASIN, EXCEPT ON OUTLET SIDE OF WEIR
(WHERE USED).
2. NO MORE THAN ONE PIPE PENETRATION IN EACH
FACE, IF AVOIDABLE.
2'-0" M
IN
S
UM
P
4" PVC
WATERSTOP
(TYP)
CLAY BRICK
COURSES
(2 MIN; 4 MAX)
VARIES
LIMITS OF EXCAVATION
AND BACKFILL
VA
RIE
S
BACKFILL LIMIT LINE
FOR TYPE 'F' MATERIAL
TYPE 'F' MATERIAL
CLAY BRICK COURSES
(2 MIN; 4 MAX)
12" LONG, 1/4"
STAINLESS STEEL PIN,
8 1/2" EMBEDMENT
EXISTING
STORM SEWER
FRAME & REMOVABLE
GRATE (REFER TO
DETAIL THIS DRAWING)
VARIES VARIES
VARIES
VARIES
RESET EXISTING GRANITE
CURBING SHALL BE ONE FULL
PIECE OVER CATCH BASIN
NOTES:
1. ALL MATERIAL SHALL BE ASTM A36 STEEL.
2. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.
3. ALL JOINTS & CONNECTIONS SHALL BE FULLY WELDED
W/ 3/8" FILLET WELDS.
3'-2"
3'-2 3/4"
1'-7 1/4"
L3 1/2"x2 1/2"x3/8" (TYP.)
3"x1/2" FLAT BAR (TYP.)
1'-8"
4"
6"x3/8" FLAT BAR
3 1/2"x3/8" FLAT BAR
L4"x3"x3/8" (TYP)
4 3/8"
NOTES:
1. ALL MATERIAL SHALL BE ASTM A36 STEEL.
2. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION
3. ALL JOINTS & CONNECTIONS SHALL BE CONTINUOUSLY
WELDED W/ 10 mm FILLET WELDS ALL AROUND.
L4"x3"x3/8" (TYP)
SEAL WELD
(TYP)
3 1/2"x3/8"
FLAT BAR (TYP)
6" (TYP)
6"x3/8" FLAT BAR (TYP)
L4"x3"x3/8"
(TYP)
3 1/2"x3/8"
FLAT BAR
3 1/2"x3/8"
FLAT BAR
PLAN
PLAN
PLAN
L90x60x10 (TYP)
DD
AA
VA
RIE
S
F
CURB INLET GRATE DETAIL
"TYPE A" CURB INLET
NOT TO SCALE
A
SECTION
B
SECTION
C
SECTION
D
SECTION
E
SECTION
F
SECTION
E
E
B
C
C
CURB INLET FRAME DETAIL
FRAME AND REMOVABLE
GRATE ELEVATION PER PLAN
(REFER TO DETAIL
THIS DRAWING)
REFER TO PLANS FOR
FILTER INSERTS, WEIRS, OR
CATCH BASIN TRAP LOCATIONS
3 1/2"x3/8"
FLAT BAR
NOT TO SCALE
NOT TO SCALE
2'-10" MIN.
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
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DETAIL DR.04
CITY STANDARD CATCH BASIN TYPE A WITH FRAME AND GRATE
PAYMENT ITEM 16A
29
2'-0" MIN OVERLAP
PROVIDE UNDER LAYER OF 30 MIL GEOMEMBRANE AT JOINTS
PVC TAPE
30 MIL GEOMEMBRANE SHEETING
MAX 2'0" OC
12" MIN
LIMITS OF INFILTRATION OR PLANTING BED
SECTION
EXST UTILITY PIPE
12" MIN
OVERLAP 1/4
CIRCUMFERENCE
ALONG TOP OF PIPE
NOTES:
1. GEOMEMBRANE SHALL BE WRAPPED WITH 20 MIL PVC TAPE, 50%
OVERLAP, 40 MIL TOTAL, ON OUTSIDE W/ SPACING AS SHOWN.
2. OVERLAP GEOMEMBRANE SHEETING A MIN OF 1/4 OF THE PIPE
CIRCUMFERENCE. ENSURE OVERLAP RUNS ALONG CROWN OF PIPE.
3. INSTALL AND SEAL SEAMS OF GEOMEMBRANE PER MANUFACTURER'S
RECOMMENDATIONS.
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
DETAIL DR.23
GEOMEMBRANE-WRAPPED EXISTING UTILITY
ZZ
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49
PAYMENT ITEM 51
DOMESTIC SERVICE CONNECTION DETAIL
ST
RU
CT
UR
E'S
B
AS
EM
EN
T W
AL
L
APPROVED JOINT RESTRAINT (TYP)
VALVE BOX DETAIL
TAPPING SLEEVE AND VALVE DETAIL
LIMIT OF PAYMENT ITEM
LID SET AS DIRECTED BY SYRACUSE WATER DEPT.
CONCRETE THRUST BLOCK
SIZED AND CONSTRUCTED IN
ACCORDANCE WITH STANDARD
DETAIL LENGTHS
LID SET AS DIRECTED BY SYRACUSE WATER DEPT
VALVE BOX
INSTALLED PLUMB
GATE VALVE
WATER MAIN
GROUND LEVEL
SIDEWALKCURB
ROAD SURFACE
GOOSENECK
CORPORATION
STOP
WATER MAIN
CURB STOP
PROPERTY OWNER'S
RESPONSIBILITY
SERVICE BOX
METER
(6' I.D. PIT)
CHECK VALVE
PRESSURE GAUGES
R.S.VALVE
R.S.VALVE
TE
E
TE
E
R.S
.V
ALV
E
CHECK VALVE INSTALLATION
LIMIT OF PAYMENT ITEM
(PUBLIC SIDE)
PRIVATE PORTION (PRIVATE
HOMEOWNER'S SIDE)
GRASS
GRASS
GRASS
GRASS
GRASS
SIDEWALK
SID
EW
ALK
SID
EW
ALK
MAINTAIN
6" CLEAR
NEW 1"
COPPER
HOUSE
WA
TE
R M
AIN
INDICATES TRENCHING LIMITS
EXISTING LEAD
SERVICE
2017 ANNUAL GREEN STRUCTURES CONTRACT
ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION
ZZ
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A-T
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DETAIL TU.01
NEW 1" WATER SERVICE (CURB BOX TO MAIN)
PAYMENT ITEM 52
70
NOTES:
1. ALL TRENCHING AND ROAD RESTORATION SHALL BE INCLUDED IN THIS
PAYMENT ITEM. REFER TO DETAIL PS.05 FOR RESTORATION REQUIREMENTS.
2. ANY DAMAGE OUTSIDE OF TRENCHING LIMITS MUST BE RESTORED
BY CONTRACTOR AT NO ADDITIONAL COST
3. TUNNEL UNDER CURBLINE AND SIDEWALK AS REQUIRED.
RESET, OR REPLACE IF DAMAGED (AS REQUIRED BY ENGINEER
4. EXISTING LEAD PIPE TO BE ABANDONED IN PLACE.
5. MAINTAIN 6" CLEAR SEPARATION BETWEEN EXISTING LEAD SERVICE, AND NEW
COPPER SERVICE. BACKFILL AND COMPACT BETWEEN EXISTING, AND NEW
PIPES FIRST TO SECURE, AND TO PREVENT HORIZONTAL MOVEMENT.
