KEPPEL AmFELS WATER LINE RELOCATION€¦ · keppel amfels,inc. 136.87 acres. keppel amfels,inc....
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ALL DIMENSIONS ARE IN DECIMAL OF A FOOT UNLESS OTHERWISE NOTED. T.G. 07-17 KEPPEL AmFELS WATER LINE RELOCATION INDEX INDEX........................................................................... SHEET 1 OF 5 PROPOSED WATER LINE IMPROVEMENTS.......... SHEET 2-4 OF 5 WATER CONSTRUCTION DETAILS .......................... SHEET 5 OF 5 SURVEYED BY: SHEET 1 OF 5 PROPOSED WATERLINE IMPROVEMENTS DATE: 10-11-17 VICINITY MAP - NOT TO SCALE
KEPPEL AmFELS WATER LINE RELOCATION€¦ · keppel amfels,inc. 136.87 acres. keppel amfels,inc. 136.87 acres. excavated area to expose existing water line \⠀ 㜀ⴀ㈀㜀ⴀ㜀尩
ALL DIMENSIONS ARE IN DECIMAL OF A FOOT UNLESS OTHERWISE NOTED.
T.G. 0
7-17
KEPPEL AmFELS WATER LINE RELOCATION
INDEX
INDEX........................................................................... SHEET 1 OF 5
PROPOSED WATER LINE IMPROVEMENTS.......... SHEET 2-4 OF 5
WATER CONSTRUCTION DETAILS .......................... SHEET 5 OF 5
SURVEYED BY:
SHEET 1 OF 5
PROPOSED WATERLINE IMPROVEMENTS
DATE: 10-11-17
VICINITY MAP - NOT TO SCALE
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Phone: (956) 541-9826
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BROWNSVILLE, TEXAS 78521
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4000 BOCA CHICA BLVD.
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ASQUEZ
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G.F. NO.
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N/A
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Fax: (956) 544-4177
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Cell: (956) 466-9680
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JOB NO.
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SURVEYING INC.
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16 4105
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BEGIN STATION 1+00
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ENDING STATION 61+40.32±
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STA. 6+06.5
12" 45° ELBOW
1,820 LF - 12" PVC C-900
DR-18 WATERLINE
STA. 1+15
12" 45° ELBOW
10" TEE
10" R/S GATE VALVE
12" X 10" REDUCER
STA. 6+17.8
12" 45° ELBOW
STA. 2+61.6
12" 11¼° ELBOW
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PROP. 1,820 LF - 12" PVC
C-900 DR-18 WATERLINE
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ALL DIMENSIONS ARE IN DECIMAL OF A FOOT UNLESS OTHERWISE NOTED.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 30 60
30
12015
CALL "TEXAS 811" PRIOR TO ANY
CONSTRUCTION
IM
PR
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ADDENDUM No. 6 (10/11/17)
NOTE: ALL FITTINGS SHALL BE MECHANICAL JOINT (M.J.)
UNLESS APPROVED IN WRITING BY THE ENGINEER.
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TRAFFIC SIGNAL BOX
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TRAFFIC SIGNAL BOX
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GATE
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GATE
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NO TRESPASSING SIGN
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CROSSING SIGN
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EDGE OF ASPHALT ROAD
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ASPHALT ENTRANCE
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CONCRETE ISLAND
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GAS SIGN
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CONCRETE CULVERT
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POWER POLE W/GUY WIRES
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DRAIN DITCH
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NORTH MILE FOUR SIGN
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RAILROAD CROSSING SIGN
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RAILROAD CROSSING SIGN
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CENTERLINE OF SWALE
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CENTERLINE OF ROADSIDE DITCH
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RAILROAD TRACKS
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RAILROAD TRACKS
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OVERHEAD POWER LINES
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METAL BRIDGE
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STORM SEWER PIPE
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CHAIN LINK FENCE
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KEPPEL AMFELS,INC. 136.87 ACRES
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KEPPEL AMFELS,INC. 136.87 ACRES
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OVERHEAD POWER LINE
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OVERHEAD POWER LINE
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17+00
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18+00
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19+00
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20+00
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21+00
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22+00
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POWER POLE
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APPROX. LOCATION OF EXISTING 8" A.C. WATER LINE AS PER PORT OF BROWNSVILLE
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S
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"10 IN' WATER VALVE SIGN
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WATER VALVE
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WATER VALVE
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10" WATER LINE W/ METER
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METAL GUARD POST
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HIGH BANK
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STORM SEWER PIPE
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HIGH BANK
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STORM SEWER PIPE
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HIGH BANK
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HIGH BANK
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STORM SEWER PIPE
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STORM SEWER PIPE
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BRUSH LINE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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RAILROAD TRACKS
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GATE
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STORM SEWER PIPE
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KEPPEL AMFELS,INC. 136.87 ACRES
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KEPPEL AMFELS,INC. 136.87 ACRES
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EXCAVATED AREA TO EXPOSE EXISTING WATER LINE (07-27-17)
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TOP OF WATER LINE DEPTH AT ELEV.=6.4
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EXISTING WATER LINE AS PER SKETCH FROM PORT OF BROWNSVILLE DATED AUGUST 16, 2017
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EXISTING WATER LINE AS PER SKETCH FROM PORT OF BROWNSVILLE DATED AUGUST 16, 2017
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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7+00
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8+00
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9+00
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10+00
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OVERHEAD POWER LINE
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POWER POLE
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POWER POLE
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RAILROAD TRACKS
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CHAIN LINK FENCE
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TBM SET 60D NAIL ELEV. = 11.08'
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KEPPEL AMFELS,INC. 136.87 ACRES
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KEPPEL AMFELS,INC. 136.87 ACRES
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10+00
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11+00
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14+00
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17+00
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OVERHEAD POWER LINE
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OVERHEAD POWER LINE
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POWER POLE
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POWER POLE
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POWER POLE
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POWER POLE
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S
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NORTH
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STATION 10+00
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0
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STATION 10+00
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STATION 17+00
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STATION 17+00
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STATION 22+00
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NORTH
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*
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*
2,675 LF - 16" PVC C-905
DR-18 WATERLINE
24"Ø STEEL CASING
JACK & BORE
24"Ø STEEL CASING
JACK & BORE
STA. 29+50.3
16" X 8" CROSS
16" R/S BUTTERFLY VALVE
2 - 8" R/S GATE VALVES
2,675 LF - 16" PVC C-905
DR-18 WATERLINE
2,675 LF - 16" PVC C-905
DR-18 WATERLINE
2,675 LF - 16" PVC C-905
DR-18 WATERLINE
16" R.S.
BUTTERFLY VALVE
24"Ø STEEL CASING
JACK & BORE
STA. 45+74.1
12" 22 ½° ELBOW
STA. 44+61.2
16"X12" TEE
12" R/S GATE VALVE
16" M.J. PLUG
STA. 46+03.1
12" 22 ½° ELBOW
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ALL DIMENSIONS ARE IN DECIMAL OF A FOOT UNLESS OTHERWISE NOTED.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 30 60
30
12015
CALL "TEXAS 811" PRIOR TO ANY
CONSTRUCTION
IM
PR
OV
EM
EN
TS
NOTE: ALL FITTINGS SHALL BE MECHANICAL JOINT (M.J.)
UNLESS APPROVED IN WRITING BY THE ENGINEER.
ADDENDUM No. 6 (10/11/17)
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GAS SIGN
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GAS SIGN
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GAS SIGN
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EXTERIOR FLOOD LIGHT
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TELEPHONE PEDESTAL
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KEPPEL AMFELS METAL SIGN W/ CONC. BASE
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ELECTRICAL TRANSFORMERS
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WOOD PLANTER BASE
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NO PARK SIGN
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LIGHT POLE W/CONC BASE
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TRAFFIC SIGNAL BOX
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NO PARK SIGN
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TRAFFIC SIGNAL BOX
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GATE
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GATE
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CROSSING SIGN
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ASPHALT ENTRANCE
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TURN SIGN
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EDGE OF ASPHALT ROAD
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WOODEN SIGN
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ASPHALT ENTRANCE
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CONCRETE ISLAND
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CONCRETE ISLAND
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CONCRETE ISLAND
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POWER POLE W/TRANSFORMER
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RAILROAD CROSSING SIGN
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LIGHT POLE W/CONC BASE
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RAILROAD CROSSING SIGN
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GAS SIGN
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CONCRETE CULVERT
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CONCRETE CULVERT
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CONCRETE CULVERT
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CONCRETE CULVERT
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POWER POLE W/TRANSFORMER
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POWER POLE W/TRANSFORMER
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POWER POLE W/LIGHT
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RAMP
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DRAIN DITCH
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DRAIN DITCH
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DRAIN DITCH
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DRAIN DITCH
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NORTH MILE FOUR SIGN
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RAILROAD CROSSING SIGN
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RAILROAD CROSSING SIGN
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CENTERLINE OF ROADSIDE DITCH
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CENTERLINE OF ROADSIDE DITCH
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'ATT" UNDERGROUND CABLE SIGN
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1 FT. DIAMETER PIPE W/METER
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BLOCK WALL
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STACKED ROCKS
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WOOD POST (TYP.)
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RAILROAD TRACKS
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RAILROAD TRACKS
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CENTERLINE OF SWALE
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END CENTERLINE OF SWALE
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WOOD GUARD POST (TYP.)
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WATER VALVE
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METAL GUARD POST (TYP.)
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CENTERLINE OF DITCH
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OVERHEAD POWER LINES
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OVERHEAD POWER LINES
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WOOD GUARD POST (TYP.)
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THICK BRUSH
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STORM SEWER PIPES
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STORM SEWER PIPES
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STORM SEWER PIPE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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WATER VALVE
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WOOD PAD
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WOOD PAD
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S.H. 48
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KEPPEL AMFELS,INC. 136.87 ACRES
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KEPPEL AMFELS,INC. 136.87 ACRES
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SET " " CUT ON TOP OF BACK OF CURB (EL.=11.22)
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T.B.M.
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22+00
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23+00
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24+00
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25+00
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26+00
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27+00
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28+00
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29+00
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30+00
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31+00
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APPROX. LOCATION OF EXISTING 8" A.C. WATER LINE AS PER PORT OF BROWNSVILLE
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APPROX. LOCATION OF EXISTING 8" A.C. WATER LINE AS PER PORT OF BROWNSVILLE
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POWER POLE W/GUY WIRES
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GAS SIGN
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GAS SIGN
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EDGE OF ASPHALT ROAD
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CONCRETE CULVERT
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CONCRETE CULVERT
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RAILROAD TRACKS
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POWER POLE W/TRANSFORMER
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GAS SIGN
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GAS SIGN
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WATER METER
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GAS METER
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EDGE OF ASPHALT ROAD
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EDGE OF ASPHALT ROAD
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ASPHALT ENTRANCE
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ASPHALT ENTRANCE
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CONCRETE CULVERT
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CONCRETE CULVERT
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POWER POLE W/LIGHT
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DRAIN DITCH
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DRAIN DITCH
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DRAIN DITCH
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DRAIN DITCH
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DRAIN DITCH
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DRAIN DITCH
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DRAIN DITCH
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CALICHE AREA
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CENTERLINE OF ROADSIDE DITCH
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CENTERLINE OF ROADSIDE DITCH
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CENTERLINE OF ROADSIDE DITCH
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CENTERLINE OF ROADSIDE DITCH
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RAILROAD TRACKS
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RAILROAD TRACKS
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CENTERLINE OF DITCH
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CENTERLINE OF DITCH
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OVERHEAD POWER LINES
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OVERHEAD POWER LINES
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STORM SEWER PIPES
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STORM SEWER PIPES
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CHAIN LINK FENCE
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GAS HEADER
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WOOD GUARD POST (TYP.)
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WOOD GUARD POST (TYP.)
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S.H. 48
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KEPPEL AMFELS,INC. 136.87 ACRES
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KEPPEL AMFELS,INC. 136.87 ACRES
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SET COTTON PICKER SPINDLE (EL.=8.86)
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T.B.M.
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32+00
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APPROX. LOCATION OF EXISTING 8" A.C. WATER LINE AS PER PORT OF BROWNSVILLE
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APPROX. LOCATION OF EXISTING 2" WATER SERVICE LINE AS PER PORT OF BROWNSVILLE
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STORM SEWER PIPES
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POWER POLE W/GUY WIRES
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LIGHT POLE
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WOOD RETAINING WALL
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RAILROAD CROSSING SIGN
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"BRG" RAILWAY CONCRETE SIGN
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GAS SIGN
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NO PARK SIGN
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EDGE OF ASPHALT ROAD
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RAILROAD TRACKS
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RAILROAD TRACKS
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METAL POST (TYP.)
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METAL POST (TYP.)
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CENTERLINE OF ROADSIDE DITCH
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CENTERLINE OF DITCH
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CONCRETE CULVERT
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CONCRETE CULVERT
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OVERHEAD POWER LINES
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STORM SEWER PIPES
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CHAIN LINK FENCE
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KEPPEL AMFELS,INC. 136.87 ACRES
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SET COTTON PICKER SPINDLE (EL.=9.50')
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T.B.M.
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41+00
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42+00
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43+00
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44+00
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45+00
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APPROX. LOCATION OF EXISTING 8" A.C. WATER LINE AS PER PORT OF BROWNSVILLE
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APPROX. LOCATION OF EXISTING 8" A.C. WATER LINE AS PER PORT OF BROWNSVILLE
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POWER POLE WITH ELECTRICAL TRANSFORMER
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GAS SIGN
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CONCRETE CULVERT
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STORM SEWER PIPES
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STORM SEWER PIPES
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CONCRETE CULVERT
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CHAIN LINK FENCE
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RAIL CHANGE LEVER
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STREET NAME SIGN
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CENTERLINE OF ROADSIDE DITCH
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CONCRETE ENTRANCE
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RUBBER PADDING FOR CROSSING
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"RAILROAD X-ING" SIGN
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"MAIN OFFICE" SIGN
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"NO PARKING" SIGN
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RAIL CHANGE LEVER
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"STOP" SIGN
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CONC. AREA
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POWER POLE
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LIGHT POLE
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CONCRETE CULVERT
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POWER JUNCTION BOX
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"GATE" POST
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LIGHT POLE
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S.H. 48
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46+00
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NORTH
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STATION 22+00
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STATION 31+50
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STATION 31+00
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STATION 41+00
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STATION 41+00
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STATION 45+00
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NORTH
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1,585 LF - 12" PVC C-900 DR-25
WATERLINE
1,585 LF - 12" PVC C-900
DR-25 WATERLINE
35'-20"Ø STEEL CASING
JACK & BORE
STA. 48+28.8
12" 90° ELBOW
STA. 47+78.9
12" 90° ELBOW
1,585 LF - 12" PVC C-900
DR-25 WATERLINE
12"X10" M.J.
REDUCER
12" R.S. GATE VALVE
TIE IN TO EXISTING 10"
WATER LINE
55'-20"Ø STEEL CASING
JACK & BORE
PR
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10
5
ALL DIMENSIONS ARE IN DECIMAL OF A FOOT UNLESS OTHERWISE NOTED.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 30 60
30
12015
CALL "TEXAS 811" PRIOR TO ANY
CONSTRUCTION
IM
PR
OV
EM
EN
TS
NOTE: ALL FITTINGS SHALL BE MECHANICAL JOINT (M.J.)
UNLESS APPROVED IN WRITING BY THE ENGINEER.
ADDENDUM No. 6 (10/11/17)
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EDGE OF ASPHALT ROAD
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STORM SEWER PIPE
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DIRT MOUND
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DIRT MOUND
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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MARINE WAY ROAD
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DRAINAGE DITCH
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DRAIN DITCH
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RIGHT OF WAY POST
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TOE LINE
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TOE LINE
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TOE LINE
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TOE LINE
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TOE LINE
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TOE LINE
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47+00
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48+00
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49+00
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50+00
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51+00
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52+00
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53+00
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54+00
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55+00
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GATE
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GATE
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"STOP" SIGN
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TELEPHONE PEDESTAL
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TELEPHONE PEDESTAL
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STORM SEWER PIPES
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STORM SEWER PIPES
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CONCRETE CULVERT
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CONCRETE CULVERT
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C SWALE
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C SWALE
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TELEPHONE PEDESTAL
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POWER POLE
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OVERHEAD POWER LINE
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HIGH BANK
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C DRAIN DITCH
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POWER POLE WITH 3-GUY WIRES
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EDGE OF ASPHALT ROAD
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EDGE OF ASPHALT ROAD
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EDGE OF ASPHALT ROAD
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EDGE OF ASPHALT ROAD
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POWER POLE
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"STOP" SIGN
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METAL PIPE W/SHUT OFF VALVE
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STORM SEWER PIPE
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CONCRETE CULVERT
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EDGE OF ASPHALT ROAD
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CONC. AREA
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STORM SEWER PIPE
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METAL PIPE
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METAL PIPE
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CHAIN LINK FENCE
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DRAINAGE DITCH
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TOE LINE
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GATE
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SET COTTON PICKER SPINDLE ON ASPHALT ROAD (EL.=17.84')
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T.B.M.
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STORM SEWER PIPE
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EXISTING 10" WATER LINE
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POWER POLE
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EXISTING 10" WATER LINE
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TOP OF PIPE
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56+00
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57+00
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58+00
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59+00
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60+00
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61+00
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61+47.08
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"STOP" SIGN
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PANEL BOARD
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STORM SEWER PIPE
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POWER POLE
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POWER POLE
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HIGH BANK
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ROAD SIDE DITCH
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HIGH BANK
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ROAD SIDE DITCH
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OVERHEAD POWER LINE
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OVERHEAD POWER LINE
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EDGE OF ASPHALT ROAD
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EDGE OF ASPHALT ROAD
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NORTH
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STATION 47+00
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STATION 53+50
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STATION 53+50
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DE
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PIPE - FROM TEE
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TYPE "K" COPPER
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3' MIN.
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3' MIN.
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TEFLON BALL CURB STOP
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MARK CURB W/ "W"
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BRANDING IRON WILL
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BE FURNISHED AND
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PROVIDED BY CONTRACTOR
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SEE DETAIL "A"
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BRONZE DOUBLE STRAP SADDLE
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OR APPROVED EQUAL
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10' NON-FENCE
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R.O.W.
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STOP - DOUBLE SERVICE
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1 1/2" TYPE "K" COPPER PIPE
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TEFLON BALL CORPORATION
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W
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V
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3"
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3"
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NOT TO SCALE
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TYPICAL LONG SERVICE
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BRANDING IRON WILL BE FURNISHED AND
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PROVIDED BY CONTRACTOR
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2. 36" MIN. COVER FOR 3/4" THRU 2" SERVICES
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1. USE 3/4" TYPE "K" COPPER PIPE
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FOR SINGLE SERVICE CONNECTION
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NOTE:
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3. MARK CURB W/"V" AT WATER VALVE LOCATIONS,
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FOR WATER
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FOR VALVES
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DETAIL "A"
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THRUST BLOCK DETAILS
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NOT TO SCALE
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FOR ELECTRICAL
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E
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3"
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CONDUIT
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2" X 4" POST
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PAINT GREEN FOR SEWER SERVICE
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PAINT BLUE FOR WATER
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BLUE WITH "V" FOR VALVE
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PAINT RED FOR ELECTRICAL COUNDUITS
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R.O.W.
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18"
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18"
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DO NOT PUT IN STREET R.O.W.
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LOCATE AT R.O.W. LINE
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NOT TO SCALE
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EXISTING CURB OR NO CURB
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SERVICE MARKING FOR
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FIRE HYDRANT
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VALVE & BOX
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BEARING AREA
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FOR TEE
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( SEE TABLE )
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CONCRETE
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PAD
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NO. 3 REBAR TIEDOWN
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NOT TO SCALE
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CRUSHED ROCK
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FINISHED GRADE
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M&H COMPRESSION TYPE
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TRAFFIC MODEL FLUSH
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VALVE OR EQUAL.
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RESILIENT SEATED
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GATE VALVE
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6" GATE VALVE
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MAIN
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FINAL GRADE
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FINISHED OR
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18" MIN
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6"
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48" MIN
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COVER
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6"
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6"
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WRAPPED WITH 6 MIL
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F.H. BARREL TO BE
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POLY. UP TO
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THE BURY LINE.
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1" TYPE "K" COPPER PIPE
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3' MIN.
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TEFLON BALL CURB STOP
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OR APPROVED EQUAL
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BRONZE DOUBLE STRAP SADDLE
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1 1/2" TYPE "K" COPPER PIPE TEE
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PIPE - FROM TEE
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TYPE "K" COPPER
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WATER METER
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BY OTHERS
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R.O.W
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MARK CURB W/ "W"
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BRANDING IRON WILL
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BE FURNISHED AND
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PROVIDED BY CONTRACTOR
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DETAIL "A"
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W
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3"
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FOR WATER
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TYPICAL SHORT SERVICE
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NOT TO SCALE
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FOR SINGLE SERVICE CONNECTION
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1. USE 3/4" TYPE "K" COPPER PIPE
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NOTE:
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1 1/2" TYPE "K" COPPER PIPE
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PROPERTY
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LOT 2
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TYPICAL DOUBLE SERVICE CONNECTION
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3/4" TEFLON BALL CURB STOP
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STOP ADAPTER
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WATER MAIN
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AS SHOWN ON PLANS
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3/4" TYPE "K" COPPER PIPE
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LOT 1
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LINE
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NOT TO SCALE
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36"
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18"
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18"
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NOTE:
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1. USE 3/4" TYPE "K" COPPER
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2. USE SERVICE CLAMP OR FACTORY THREADED COUPLING
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3. SERVICES SHALL BE INSTALLED ACCORDING TO STANDARD
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PIPE BEDDING DETAIL.
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PIPE FOR SINGLE SERVICE CONNECTION.
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FOR 1" SERVICE CONNECTIONS.
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MARK CURB W/ "E" FOR ELECTRICAL CONDUIT BRANDING IRON WILL BE FURNISHED AND PROVIDED BY CONTRACTOR SEE DETAILS "A"
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90%%d ELBOW
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45%%d ELBOW
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22-1/2%%d ELBOW
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PIPE SIZE
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15.9
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3.9
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6.5
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5.9
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10.1
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16.4
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4.1'X4.1'
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23.3
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40.8
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5.9
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10.1
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16.4
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23.3
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40.8
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5.9
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10.1
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16.4
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23.3
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40.8
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8.3
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14.1
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23.1
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23.7
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57.5
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4.5
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7.7
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17.9
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31.4
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RECOM'D
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MIN.
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FT. X FT.
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RECOM'D
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DIMENSION
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MIN.
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6"
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8"
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10"
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12"
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16"
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3.1'X3.1'
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4.9'X4.9'
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4.9'X4.9'
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4.9'X4.9'
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5.8'X5.8'
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4.3'X4.3'
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2.6'X2.6'
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4.9'X4.9'
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3.6'X3.6'
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2.0'X2.0'
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2.8'X2.8'
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DEAD END
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VALVE )
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VALVE ( OR TAPPING
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2.3
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2.9'X2.9'
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2.2'X2.2'
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1.6'X1.6'
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2.5'X2.5'
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2.5'X2.5'
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2.5'X2.5'
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5.6'X5.6'
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12.6
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4.1'X4.1'
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4.1'X4.1'
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9.2
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7.6'X7.6'
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6.4'X6.4'
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6.4'X6.4'
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6.4'X6.4'
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4.0'X4.0'
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3.8'X3.8'
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3.2'X3.2'
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3.2'X3.2'
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3.2'X3.2'
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MIN.
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BEARING
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AREA FT.
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TEE ( OR TAPPING
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SLEEVE )
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1. MINIMUM BEARING SURFACE OF THRUST BLOCK SHALL BE AS NOTED IN TABLE.
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2. BEARING SURFACE SHALL BE UNDISTURBED SOIL.
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NOTE: TIE VALVE TO TEE WITH ALL THREADS OR FLANGE TO FLANGE
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PVC PIPE CASING & SKIDS
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CASING
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NOT TO SCALE
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POSITION BRACE
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A
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6" MIN.
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6" MIN.
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4" MIN.
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6" MIN.
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EXISTING BASE
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6" MIN.
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TYPICAL PIPE BEDDING AND
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NOT TO SCALE
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TRENCH BACKFILL DETAIL
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ASPHALT
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EXISTING
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STRAIGHT LINE.
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ASPHALT TO A NEAT
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PRIME COAT (MC-30) @ 0.20 GAL/SY.
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CONTRACTOR SHALL TRIM
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MINIMUM 2" HMAC OR 1/2 THICKNESS OF EXISTING ASPHALT
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SURFACE, WHICHEVER IS GREATER (T.H. DEPT. TYPE D)
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COMPACTED TO
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90% STD. PROCTOR
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DENSITY (MIN.)
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NOTE:
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FIELD MOISTURE
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TO BE +3 OF
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OPTIMUM MOISTURE.
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COMPACTED TO
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95% STD. PROCTOR
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DENSITY (MIN.)
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90% STD. PROCTOR
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COMPACTED TO
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DENSITY (MIN.)
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D
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E
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A
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PIPE (MIN. THICKNESS = 6").
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B
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SAND BACKFILL PLACED AFTER PIPE IS LAID FROM BOTTOM OF PIPE
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TO SPRING LINE OF PIPE (4" LIFTS, HAND TAMPED).
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C
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SAND BACKFILL PLACED FROM SPRING LINE OF PIPE TO 6" ABOVE
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TOP OF PIPE (6" LIFTS, HAND TAMPED).
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D
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SAND BACKFILL, CLASS "A" (6" LIFTS, MECHANICAL COMPACTION).
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E
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EARTH BACKFILL, CLASS "B" (12" LIFTS, MECHANICAL COMPACTION).
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FOUNDATION PREPARATION (WELLPOINTS, GRAVEL OR CEMENT STABILIZA-
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TION, OR APPROVED SUBSTITUTE) SHALL BE REQUIRED WHEN TRENCH
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BOTTOM IS UNSTABLE.
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BACKFILLING AT STRUCTURES SHALL BE PLACED IN UNIFORM LAYERS,
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MOISTENED AS REQUIRED TO APPROXIMATE OPTIMUM MOISTURE CONTENT,
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AND COMPACTED TO 95% STD. PROCTOR DENSITY. THE THICKNESS OF
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EACH LOOSE LAYER SHALL NOT EXCEED 6". STRUCTURE BACKFILL
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MATERIAL SHALL BE SAND, APPROVED SITE SOIL, OR OTHER APPROVED
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SUBSTITUTE.
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SAND BEDDING PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF
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B
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C
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UTILITY EASEMENT
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R.O.W.
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10' NON-FENCE
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UTILITY EASEMENT
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MINIMUM 5" LIMESTONE OR 8" CALICHE (COMPACTED TO 98% STD. PROCTOR DENSITY)
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MJ
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FLANGE
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NO. 3 REBAR TIEDOWNS
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DISTURBED SOIL
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UNDISTURBED
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SOIL
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VERTICAL VIEW
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TOP VIEW
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TOP VIEW
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TOP VIEW
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TOP VIEW
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TOP VIEW
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TOP VIEW
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DEAD END BLOWOFF
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NOT TO SCALE
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NOTE
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NATURAL GROUND
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CONCRETE THRUST BLOCK
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TESTING.
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TRAPPED AIR TO AID IN FLUSHING, AND FOR SAMPLING FOR
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SHALL BE PROVIDED AT ALL DEAD ENDS FOR RELEASING
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AS NOTED HEREON.
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2. CONCRETE THRUST BLOCKS SHALL BE REQUIRED AT
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1. A BLOWOFF TAP, AS SHOWN ON THE DETAIL HEREON
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C.I. PLUG
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PLUGS, AS WELL AS AT ALL OTHER LOCATIONS
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W/2" TAP
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TEFLON BALL CURB STOP
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NOTE: WATER USAGE FOR ALL INITIAL TESTING WILL NOT BE BILLED TO THE CONTRACTOR. ANY RE-TESTING NEEDED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING PAYMENT OF ADDITIONAL WATER NEEDED. CONTRACTOR WILL BE ALLOWED TO FLUSH THE WATERLINE INITIALLY FOR A MAXIMUM OF 12-24 HRS. OR AS DETERMINED BY THE ENGINEER. IF FLUSHING IS DETERMINED TO BE LONGER, THE CONTRACTOR WILL BE REQUIRED TO SUPPLY THE PROPER DOCUMENTATION AND CALCULATIONS TO SUPPORT SUCH FINDINGS. AMOUNT OF FLOW TO BE USED FOR FLUSHING WILL BE MONITORED AND REGULATED BY THE B.N.D. INSPECTORS. CONTRACTOR WILL NOT BE ALLOWED TO TIE-IN TO EXISTING WATER LINE UNTIL ALL TEST ON NEW LINES HAVE BEEN COMPLETED AND APPROVED.
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METHOD FOR FILLING AND
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FLUSHING NEW WATER LINES
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NEW WATER MAIN
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NOT TO SCALE
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W/2" OUTLET
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TAPPING SADDLE
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TAPPING SLEEVE
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EXIST. WATER LINE
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AND VALVE
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2" LINE FOR FILLING NEW MAIN
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REDUCE PRESSURE PRINCIPLE ASSEMBLY (RP) WITH WATER METER (ABOVE GROUND). IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE RP TESTED BY A STATE QUALIFIED TESTER BEFORE EACH USE. PROPER DOCUMENTATION ON TEST SHALL BE PRESENTED TO INSPECTORS PRIOR TO FILLING OF LINES.
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TAPPING SADDLE W/2" OUTLET
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PLUG W/THRUST BLOCK
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2" GATE VALVE W/VALVE BOX
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2" GATE VALVE W/VALVE BOX
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USE PSI RANGER II CASING SPACER OR APPROVED EQUAL 20 LF JOINT - 5 EACH 13 LF JOINT - 3 EACH
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USE PSI MODEL "C" OR "W" END SEALS
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PVC PIPE
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STEEL CASING
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CABLE
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WOOD CROSS PIECE
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STEEL CASING WALL THICKNESS CHART
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MINIMUM THICKNESS
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DIAMETER OF CASING PIPE
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1/4"
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12" OR LESS
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5/16"
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OVER 12"-18"
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3/8"
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OVER 18"-22"
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7/16"
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OVER 22"-28"
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1/2"
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OVER 28"-34"
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9/16"
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OVER 34"-42"
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5/8"
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OVER 42"-48"
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OVER 48" MUST BE APPROVED BY B.N.D. NOTE: THIS CHART IS ONLY FOR SMOOTH STEEL CASING PIPES WITH MINIMUM YIELD STRENGTH OF 35,000 PSI
